Loading...
FLD2005-05037 (2)r LONG RANGE PLANNING DEVELOPMENT REVIEW ITT OF LEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE(727)562-4567 FAx(727) 562-4865 August 22, 2005 Mr. Nicholas F. Ferraioli 1112 South Missouri Avenue, Suite 106 Clearwater, Florida 33756 RE: Development Order - Case No. FLD2005-05037 - 1 105 Druid Road Dear Mr. Ferraioli: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On August 16, 2005, the Community Development Board reviewed your request for Flexible Development approval to permit 47 attached dwellings with reductions to the front (north) setback from 25 feet to 10 feet (to entry feature columns) and from 25 feet to 18.5 feet (to pavement), reductions to the front (west) setback from 25 feet to four feet (to entry feature columns) and from 25 feet to 15 feet (to pavement and pool deck), a reduction to the side (east) setback from 10 feet to two feet (to entry feature column), a reduction to the side (south) setback from 10 feet to 1.9 feet (to entry feature column) and an increase to building height from 30 feet to 55 feet (to roof deck) with an additional six feet for perimeter parapets, as a Residential Infill Project, under the provisions, of Section 2-5041. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-504.F. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the buildings be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That the site and landscape plans be rev !ed prior to the issuance of any permits to show a four-foot high opaque fence or wall along the MA and south property lines to screen off-street parking from the adjacent parcels, reduced to a maximum height of three feet within the front setback area; 3. That future signage meet the requirements of the Code and any freestanding sign be a monument- style sign a maximum six feet in height, designed to match the exterior materials and colors of the building; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground; 5. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; FRANK HIBBARD, MAYOR (V C0 vl Q BILI. JoNSON, VICE-MAYOR JOHN DORAN, COUNCII-MFMI31?R HOYr HAMILTON, COLINCILMEMBER CARI.IiN A. PETERSEN, COUNCII.A01,113P.R "EQUAL EMPLOYMENT AND Al I'MMATIVI'. ACTION FMPLOYI?R" d0 P August 22, 2005 Ferraioli - Page 2 6. That all Parks and Recreation fees be paid prior to the issuance of any permits; and 7. That all Fire Department requirements be met prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (August 16, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on August 30, 2005 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727-562-4504. You can access zoning information for parcels within the City through our website: www Inyclearwater.com/ og v/depts/planning. *Make Us Your Favorite! Sincerely, Michae Delk, Al P Planning Director Cc: Paul Sherma S: (Planning DepartmentlC D BIFLEX (FLD)Vnactive or Finished Applications Oruid 1105 The Courtyard (HDR) - ApprovedIDruid 1105 Development Order.doc ~ aoa~~ ~ X037 ~ 3~. ` _ ,..r , ; _ i y: 4 l i I p ( i ~ - .T L f Y q f 1P_, 4 r x j _ ~.y: ; - `t § ~ d` 4k _ D . ~i 9 9 ; _ ~ y _ t ~ , ti f i _Y fi i~ t~ a e t tbs. lr Y. V ~ e a o 9 I ~ 9 I v 9 , A ~ ~ ® ® ry ~ ~ 6 , g ® 9 ~ I - 'off ~ . ~ti ~ Q :~A ~ ® ~ ~ ~ w , ~ g ~ r~, w ® ~ r ~ ~ ~ ~ - ~ - ~ i „ ® ~ ~ ~ ~ ~ - ~ STARTING AT THE NW CORNER OF THE SE 1/4 OF THE SW 1/4 OF 5' RUN S89°03'52" EAST ALONG THE 40 ACRE LINE ~ ga~hfnarr I ~j' l~ nvrx ea I, - ~ I~(j ¢ ~;!I SECTION 1 ~ Pay I, ~I ~ ,r~ .I ~ ~ I ~ _m ...J ~ < „ ffl„ a ~endtrsl,, t~.j ~ .i~ ~ dJ~TI~ ~ ro~ CE SOUTH 0'04 38 WEST 295.16 FEET• THENCE to , , ~ ~ - ~ : i _ .~L) 295.16 FT., .THEN , ~ ~,7tu~.° i ~ (~krlal„~.,, -_-_..._..,,~~..~_.....1 ~r.~~~ 9°03'52" WEST 295.16 FEET• THENCE NORTH 0°04'38" EAST , -rl• -~`r I . ~I~n ~i'.-._a„~-~. a ~"I.~'".~~71 W'' NORTH 8 f ~ ~ , ~ y, ~ - ~ I 295.16 FEET TO THE P.0.8. LESS THE NORTH 30.00 FEET - r ; ~~arware ~ ao ~ . . 0 ,i ; -~aikst ~.~n,atlL~.,~j;r" o; y °•i AND LESS THE WEST 30.00 FEET FOR ROAD RIGHT F WAY. cS( a, I ~ ~ ~ a ~ K ri IO~IY m i~ { Ci li ~7 I J___ 'tldl l ~a ~ A., ~ ~ ~ ~ p I} v; r, ~ , , - ~-lu~. r, ~ I - lj~ v I__~~Lw,.:~.._:~~_~1.~~~.~~.~~..:~... ~;;3C1.... ~ ~ I i, w .u.~. . ~ i ~.__..:-.I m ._E.. i S ~ ~J~rs f r:,..__. ~ 4'.._ ~ I r , A I ~ . I j ~~II ~lm i! ~Gou~c~~6t ~ ~~-~'TI t ~Gou~t ~t ~ , I Bfo~' H St j ~~r ~ CASE # ~-~z~a~' b.~o37 ~ ~ - ..-._.wr CASE TYPE b 3~- ~ Z _ p 2 ~ I i e i j ( I t~ GRA SATE ~ ;~,lav _ one ~ ~I I_-'=""_ ~ ~ r- ~ I ~I , 'H o1dCt.a ~ a i h146~eSt i~~ib7 ~ SHEET c~~ SATE ~ w . u+° mflton ~fYnrrud j. ~ 2. SITE A~ STRIPING L _ DATE ° ~ ~ ~ ' ! ( ~ d, ~ ~ fir ~ 'a_..rN!d d ~ ~ QrmdAd~-_~.m..-_~~W_~ _..S'u_.._ 's+~NF tea. jJ° ,,IlI~fsminntilVa~ _.._7r._..~ . r~ I^:$~~§~ ~-;r- , t pp r P VIA, GRA I ~ I~~'~ AGE LA~1 U~ ~ _ ~ MaO~npha 14t.....~~ .w.~~ ~ ~ ~~I`sm el(~ 'I ~ ~ W CASTER UTILITY PLAN ~r~ ~.a, _ .4,~..._.,.~s.~~ ~--_.t ~ 4 ~ ~ I 1~11ii _x.,.~._. _ _.,......_....v } ? ,t Mario „ ~ nd r;e ral 5f ~ ~ ~ s: Garry at y ~ ~ ~~~~a i3 Plant - ~ , ii EI TI ITI PL H spry rwm, i mellas~K+t ~ I I i~ ~jNr _ _ ~ ~ ~t l _ ,I hlto n 'fit ~ T ~Iraonill ;,i ~I Tt ~ , UU rin5 R~ t J ~ ~ ~3a~~ifla pr ~i P . - v ~ I , I _ ~ i Ce Ise I ~ r~ Si C ea, ter; I ~ , I ~ ! ~..W..~ f I _ S®~E. PAVING, GRA. I G, A DRAINAGE ETAILS ~ ~ ~ . 1®~5. TER ADD SAIT Y S ~ER ETAILS ~ ~ ~ ~ - GENERAL SCOT CT!® ~OTE . i ~7. AT ADD SA IT Y SE ~E COTES ~ ~ r 1S®~9. ITEA~CE ~ TRAFFIC _ _ _ s L Id PL ~ ~R6t~Y ®arE R P 1 2~. L E T I s zooo . _ _ , A T° ~A E 53 + i ' r 1 ll LEGEND • PROPOS ED EXISTING - NoRrH -w-•••- WATER MAIN -w-•- -F-••~•- FIRE MAIN -F-•- - RuM - - RECLAIM WATER MAIN -RUM - - REDUCER - TEMPORARY BLOWOFF - - - FIRE HYDRANT - _ ~ GATE VALVE (G,V~ & BOX) - - -g- - - SIAMESE CONNECTION DOUBLE CHECK ASSEMBLY - - r•f - - ® WATER METER - - .fj~ _ _ ® SS•~~ SANITARY SEWER LINE _ -SS~~ - - - - - - - - - ~ssvM•$D~ SANITARY SEWER FORCEMAIN ~-ssFM~.. Q SANITARY SEWER MANHOLE ----o CLEAN OUT - - - --o i SANITARY MANHOLE J~ PROPOSED 'STOP' STORM DRAIN = =sn~ C SIGN Rl-1 (TYP) ® ~ ~ ROOF DRAIN o 0 0 T,B.M, N,RIM=46,03 NAVDBB I EXISTING ~ ASPHALT EXISTING Q GRATE INLET ASPHALT ` ' . PROPOSED 24' WHITE I ~ JUNCTION HOX ~ ~ ~ . PROPOSED EROSION CONTROL o o ~ o 0 PROPOSED 15' STOP BAR (TYP) (TYP) DRIVEWAY ? OUTFACE STRUCTURE - EXIST. SANITARY MANHGLE LANDSCAPE BUFFER R T~B,M~ NJtIM.46A3 NAVD88 P OPOSED 6'X6' MITERED END SECTION (M•E•S,) F,D,O,T, - ENTRY FEATURE PROPOSED 3' F,D,O,T, ~ COLUMN (TYP) DROP CUR$ PROPOSED _ -~rF-~---i~- TOP OF HANK -~-.o- - - FENCE OR WALL - x - x = ExISTWG LANDSCAPE AREA - TRAFFIC EASEMENT OR SETBACK . CONTRACTOR TO RELOCATE sw~ TRAFFIC FIUOW ARROW ~___r~ SIGNAL - - EXIST 2' CURB dGUTTER - ` POLE ~ ~ ~ • EXISTING HUS SHELTER AND EXTEND ~ R=30' " " CONCRETE SLAB TO THE EAST, HANDICAP PARKING SPACE ~ - Ex1STWG R-' w r"'-' Gam-SEXIST. GATE VALVE ~R=30' • CONTRACTOR TO COORDINATE • WITH PSTA PRIOR TO RELOCATION, ~f` H.P. OR CHANGE IN SLOPE N/A \ PAINT EXIST. RECLA]MED WATER METER PROPERTY LINE P~VERN& ° TRAFFIC SIGNAL HOX • , S89'03'S2'E 265,16' . . LIGHT POLE ~ \ . • •EJ(t$TitIC'•q' CGNCRETE'WALK...--...•-,-r,-..'. . ' ' ' ' ' o-- u0 - UNDERDRAIN N/A EXISTING !S':~J - ' TRAFFIC • • • • EXISTING ' 91POwER a 12.50 ELEVATION 14 x 75 SIGNAL ...F~... BOX PrT~ ' • • I LIGHT POLE WNTpI,~ - - 9.0 - - ~ M I o o T - ~ j PROPOSED I CONTRACTOR TO CALIF "SUNSIiRVE" AT 1-800-432-4770 ` EXISTING . J~ ' ' , GATE VALVE - W AS ~ - / VISIBILITY p ~p TRIANGLE (TYP) I 48 I11S, PRIOR TO ~ CbEARQVG OR CONSTRUCTION 1 AINT T,B~M,=4567 , , ppNEASEMENT ~ EAST SIDE K 0 0 0 0 o o ® o 0 0 ~7~~~ Wiii~ i.~ o o PROPOSED 6'x6' ~ L ATIONS, - - / FOR EXISTING UTILIITY iOC WGGD BRACE POLE fG (NAND 88) - - ® ~ . ENTRY FEATURE COLUMN. (TYP) APPRnxIMATE LGCATIGN GF ~ - - EXISTING 12' WATERMAIN N N . m 20 10 0 20 40 I ~ PROPOSED 42' HIGH FENCE . 15 5 z. PROPOSED 15' '..°u' LANDSCAPE BUFFER GRAPHIC .SCALE ' ~ . ~ 45,36' N '."x' ~ PROPOSED BUILDING PROPOSED •W' STEM WALL AREA LANDSCAPE AREA 19'LtVE PROPOSED BUILDING O ~f SITE DATA 08 PROPOSED DIRECTIONAL crD BE ~ COLUMN (TYP) SAVED) 0 BE ARROW (TYP) Z~NING~ = HDR = HIGH DENSITY RESIDENTIAL _ E savEn)••• PROPOSED BUILDING PROPOSED 4' / I PID~ = 15/29/15/00000/340/0300 SAVE 'PA:M 9 LIVE GAK R POSED BUILDING FOOTPRINT (SEE CONCRETE SIDEWALK (TYP) PROPOSED PERIMETER I SITE AREA = 70,304,70 S,F,t = 1,61 AC,f LANDSCAPE AREA CTYP) - o'LIVE GA ? OVERHANG (TYP) ARCHITECTURAL PLANS (ID BE FOR DIMENSIONS) - ~ avED)~ PROPOSED HANDICAP DETENTION POND TOP OF BANK AREA = 10,954,67 S,F,t = 0,25 AC,t ~ ! PARKING SPACE WITH ' PROPOSED DECK UNDER SIGNAGE AND STRIPING PROPOSED INTERIOR • I LANDSCAPE AREA (TYP) I BUILDING FLDGR AREA = 13,638J6 S,F,f = 0,31 AC,t SECOND FLOOR (TYP) • M F.A.R. (0,31 / 1.6ll = 19,25% q ' , j • ( BUILDING HEIGHT = 55'-0' PLUS T-4' 1 FOR THE PERIMETER PARAPET APPROXIMATE LDCATIDN OF EXIST SANITARY SEWER MAIN (TYP) ;o PROPOSED 42' ~ ' XISTING PROPOSED LINTEL AT PROPOSED LANDSCAPE AREA = 16,589,69 S,F,t = 0,38 AC,t = 23,61% APPROXIMATE LOCATION OF EXIST ~ HIGH FENCE ' ' SANITARY SEWER LATERAL (TYP) ~y AS HALT TREE LOCATION ~ w EXISTIN , . • • • TELEPH • " ( PLANS FORITDET IL)L GPEN SPACE AREA = 25,563,92 S,F,t = 0,59 AC,t = 36,65% ' (POND & LANDSCAPE AREA) _ DLE • WALKWAY . . 'WALKWAY q. • • I ~ IMPERVIOUS AREA (INCLUDES BLDG) = 44,740,78 S,F,t =1.00 AC,t ~ PROPOSED GAS LAMP ISR = 63,35% POST (TYP) TOTAL PAVED AREA (VOA) = 24,796,10 S,F ~1H' DAK. • cro BE ( REQUIRED PARKING LOT ' y •••(TO BE PROPOSED BUILD]NG ~ ' Avem STEM WALL AREA ' snvEn) INTERIOR LANDSCAPE AREA - PALM (24,796,10 S,F. (VOA) x 10% = 2,479,61 S,F,f ' ~ PROPOSED 48' HIGH ALUMINUM N ~ ( I PROPOSED PARKING LGT FENCE AT POOL LOCATION w m • INTERIOR LANDSCAPE AREA = 3,988,21 S,F~t m o PROPOSED RETAINING _ 3,98821 S,F,t = 1608% OF VUA / WALL WITH 48' 24,79610 S,F,f p o 'WALKWAY' EXISTING'.' z ,WALKWAY, , • I ALUMINUM FENCE CTO BE DESIGNED AND • TE - MARK , DST ; • • • ISTING R/W , O ~ PERMITTED HY OTHERS) SETBACKS 0 8 N PROPERTY LINE S DE T - 10/ I SEMENT PROPOSED POOL PROPOSED INTERIOR • DECK UNDER SECOND FLOOR ' LANDSCAPE AREA (TYP) _ • ~ l6' PAL REAR = 10' - (TO BE _ - SAVED) ~ ~ N0, OF EXISTING UNITS = 0 a I N0, OF PROPOSED UNITS = 47 UNITS 0 - ) s „ ti TOTAL PARKING REQUIRED ~ • BUILDING 1,5 SPACES PER UNIT x 47 UNITS = 70,5 SPACES HEIGHT = 62'-4' ' ' I (5 FLOORS) TOTAL PARKING PROVIDED = 71 SPACES crG BE ~ PROPOSED ' SEE LANDSCAPE PLAN FOR SIZE AND SPECIES SAVER) POOL 19'nAK cI 1 ~ OF PRGPOSED LANDSCAPE MATERIAL ~ ~ O PROPOSED BUILDING ~ •43,5' PROPOSED 25' FOOTPRINT (SEE 19' - ~ " FRONT SETBACK ARCHITECTURAL PLANS 19 19' 24' CTYP) / w ioa ~ FOR DIMENS]ONS) (TYP) N •w • (TYP) ~W ~ NOTES -z W 1. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES, ~ ~ 2. PARCEL NO. = 122915 15 00000 3400300 - ' ~ IS' PROPOSED KEYSTONE / la EXISTING I 3. SAW CUT EXISTING EDGE OF PAVEMENT PRIOR TD CONSTRUCTION WALL CTYP) ~ ASPHALT AT DRIVEWAY 4, ALL OPEN SPACE TO BE SODDED• ~ 5, DIMENSIONS ALONG CURVES ARE ARC DISTANCES, PROPOSED 6x6 ~ 8,5 • ENTRY FEATURE Q SIDEWALKS TO COMPLY WITH THE CITY • ~ CODE. RAMPS AND APPROACHES TO COMPLY COLUMN (TYP) WITH FACBC 1997 EDITION 7. PROPERTY IS LOCATED IN FLOOD ZONE PROPOSED 10' I PANEL ND. FIRM MAP # 12103CO108G, PANEL 108 / LANDSCAPE BUFFER DATED SEPTEMBER 3, 2003 PROPOSED / - VISIBILITY a 8, HANDICAP PARKING SPACES TO BE STRIPED AS PER CITY OF CLEARWATER REQUIREMENTS, - ~ _ TRIANGLE (TYP) ~ F 9, 9, CROSS-WALKS TO BE STRIPED AS PER cb O F,DOJ, INDEX NO. 17346, - f ® ' , (TYP) 6 PROPOSED 10' 10, SOLID WASTE IS TO HE DUMPSTER PICK UP, 11. PARKING SPACES AND INTERNAL DRAINAGE SETBACK SYSTEM SHALL BE MAINTAINED 8Y THE CONTRACTOR TO TAPER 6 5 lp~ PROPERTY OWNER, 12, RAMPS, FLARES, PARKING SPACES, ACCESS AISLES WALKS, CURB TO SIDEWALK (TYP) 6 PROPOSED WE ETC. USED FOR HANDICAPPED ACCESSIBILITY ARE TO PROPOSED WHEEL COMPLY WITH FLORIDA BUILDING CODE 2001 EDITION, PROPOSED KEYSTONE STOP (TYP) STOP (TYP) I PROPOSED SAWCUTTING IS NOT ALLOWED, LANDSCAPE AREA 13, STOP SIGN, REFLECTORS TO BE ACCORDING TO PROPOSED 3' F,DA,T, FENCESAT POOL LOCA IONINUM pROPOSED 6' VERTICAL WALL (TYP) a DROP CURB CURB CTYP> PROPOSED STANDARD PARKING SPACE F,D,OJ. SPECIFICATIONS. ~ - 14, HANDICAP PARKING AND ACCESS ANGLES SHALL NOT PROPOSED 4' I ~ ~ ~ I~ EXCEED 150 (2%) IN ALL DIRECTIONS, L~ lI j 15, THE MAXIMUM LONGITUDINAL SIDEWALK SLOPE IS 9 CONCRETE SIDEWALK (TYP) PROPOSED ® 12 g,2~ ~ ~ I Si20 (5%)~ IF A SIDEWALK HAS A LONGITUDINAL SLOPE I°-~ I ~ _ I GREATER THAN 5% A RAMP MUST 13E UTILIZED, DRIVEWAY R=30' d / ~ 4 16. THE MAXIMUM ALLOWABLE RAMP SLOPE IS 1,12 (H.3%). THE MAXIMUM RISE FOR A RAMP IS 30'. THE MAX CLEAR ~ g WIDTH OF A RAMP IS 36'. ALL LANDINGS ON RAMPS • -7 ~ J~l 0 ~oOc SHALL BE NOT LESS THAN 60' (5 FTJ AND THE BOTTOM OF PROPOSED TACTILE SURFACE _ DEX (TYP) - 9 AS PER F~D,O,T, IN • U' / I 0 i7 EACH RAMP SHALL HAVE NOT LESS THAN 6' OF STRAIGHT AND LEVEL CLEARANCE, IF A RAMP CHANGES DIRECTION AT A LANDING, i • ~ . THE MINIMAL LANDING SIZE IS 5'x5', / / PLANNING 17. ALL SIDEWALK AND RAMPS SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2001 INCLUDING ALL AMENDMENTS AND REVISIONS, ' •2,67, ° & DEVELOPtME~p 18• RAMPS AND LANDINGS WITH DROP-OFFS SHALL HAVE CURBS, WALLS, - SERVICES RAILINGS, OR PROJECTING SURFACES THAT PREVENT PEOPLE ~ / CIrY OF FROM SLIPPING OFF THE RAMP CURBS SHALL BE A / CLEARWgTE~ MINIMUM OF 2' HIGH 19, HANDRAILS SHALL BE PROVIDED DN ALL RAMPS AND SIDEWALKS AS REQUIRED BY THE FLORIDA BUILDING CODE 3 / r - / / 2001 INCLUDING ALL AMENDMENTS AND REVISIONS, 20, ALL SIDEWALKS SHALL HAVE A EDGE PROTECTION OF ~ Ex1STING 6' CHAINLINK FENCE 12' LAUREL - - PROPERTY LINE (Tn BE N,89'03'S2'W~ 265,16' 12' FROM THE EDGE OF THE SIDEWALK, ;°•y ~ I 21. ALL CONSTRUCTION SHALL COMPLY WITH CURRENTLY ADOPTED CODES SAVED) i - PROPOSED 10' SETBACK ~ I , O ~ ~ = 1 - NATIONAL FIRE PROTECTION ASSOCIATION CODES, LATEST EDITIONS 17' DAK / y ,R ~ ~ ~ - STANDARD FIRE PREVENTION CODE$ 1999 tT0 BE 666 1166 - NFPA 101 LIFE SAFETY CODE 1997 ExtsnNG PROPOSED 10' PROPOSED INTERIOR ' APPROXIMATE LOCATION OF GATE VALVE ~AVED) / - FLORIDA BUILDING CODE 2D01 LANDSCAPE BUFFER LANDSCAPE AREA (TYP) EXISTING SANITARY SEWER MAIN EXISTING FIRE HYDRANT , , EXISTWG - NFPA 70 NATIONAL ELECTRICAL CODE 1999 C, FLORIDA STATUTE 633 WHICH INCLUDES PROPOSED 6x6 i SL ENTRY FEATURE MASONRY PROPOSED PERIMETER PROPOSED RETAINING PROPOSED ~ / - STATE FIRE MARSHAL'S RULES AND REGULATIONS 22, CONTRACTOR TO BE RESPONSIBLE FOR ALL FIRE MAIN CONSTRUCTION, - COLUMN (TYP) LANDSCAPE AREA (TYP) WALL WITH 48' FENCE (TYP PROPOSED WOOD I INSPECTION, AND TESTING IN COMPLIANCE WITH1 FENCE (TYP) ~ _ PROPOSED INTERIOR - NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS LANDSCAPE AREA (TYP) 23. ALL ROADWAYS AND DRIVES SHALL MEET THE MINIMUM REQUIREMENTS EXISTING ALUMINUM FENCE ASPHALT (T0 SE DESIGNED AND D ~ FOR FIRE ACCESS AS FOLLOWSI ;S) / A. 20' WIDE UNOBSTRUCTED WIDTH W/MIN, 25' INSIDE RADIUS, aPPRDZtMarE LncanDN GF PERMITTED BY OTHERS) EX1S11NG 1Z' WATERMAIN EXISTING B, MINIMUM HEIGHT CLEARANCES SHALL BE 13'6• ASPHALT i _ PROPOSED LINTEL AT C. SURFACES SHALL BE ALL-WEATHER DRIVING SURFACES TREE LOCATION 24. ALL UNDERGROUND FIRE LINE PIPING SHALL MEET THE MINIMUM STANDARDSi (SEE ARCHITECTURAL A. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C-151 MINIMUM CLASS 150, PROPOSED DUMPSTER pLANS FOR DETAIL) B. FOR PVC FIRE MAINS UP TO ANY FIRE DEPARTMENT CONNECTION (FDC), _r•--•--~ PROPOSED W/ENCLOSURE MEETING THE PIPE SHALL BE COLORED BLUE AND MANUFACTURED IN ACCORDANCE WITH CITY OF CLEARWATER PROPOSED RECYCLE AWWA C-900 DR-18 CLASS 150 STANDARDS, ~ CONTAINEI / , CONTAINER AREA STANDARDS (INCLUDING C, FOR PVC FIRE MAINS BETWEEN ANY FDC AND BUILDING, THE PIPE SHALL BE DROP RIM HOLE COLORED BLUE AND MANUFACTURED ]N ACCORDANCE WITH AWWA C-90D DR-14 CLASS 200 STANDARDS, 25, A PERMIT WILL HE OBTAINED BY A STATE CERTIFIED CONTRACTOR I, II OR V, 26. ALL HYDRANT STEAMER CAPS TO FACE PERPENDICULAR TO ROADWAY, - 27, EMERGENCY VEHICLE ACCESS WILL BE PROVIDED i ~ / THROUGHOUT THE CONSTRUCTION PHASE 2B. DEVELOPMENT SHALL COMPLY WITH A1,L CITY OF CLEARWATER p ~ REQUIREMENTS. ~E3t1 ®2003 by Professional ~ ~''~Y PVS SHEET ' CLIENT: PROJECT NAME: sEC. 15 TWP. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS zoos n NUMBER Engineer Engineering Resources, Inc. DRAWING TYPE 9.0 `'i~. GMc NUMBER All Rights Reserved `~k'1 Cf<:~'.BY.~r PVS DRUID LEARbYATER~L. L.C. herein s 03-1460 The arr 1192 sovra MissouRgi yAyv6E , SUITE SOS SITE AND STRIPING p' eAI SCALE Resour~ CLEARW,dTER without The arrangements depicted ~A. ATE 5-2-05 THE C O LJ R T Y~? I ~ D All Right C herein are the sole property ? PRELIMINARY ; of Professional Engineering . Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. CONSTRUCTIONiI) 6~ be reproduced in any form , FL. JJ/J6 ~•`D P~LHI~ 11= 20 2O be repr 1 6-6-05 SAG REVISE PLAN AS PER CITY of CLcMtVAiEU wxM¢xiS. without its written ermission 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 * UL-'V SkkfiMA,REG. NO. 35628 LEGEND • PROPOSED TYPE 'C' PR OPOSED EXISTING . GRATE INLET F,D~O,T~ SAW CUT EXISTING EDGE OF INDEX NO. 232 PAVEMENT PRIOR TO )GE OF NORTH -w-•••- WATER MAIN -w-•- GRATE EL, = 43,50 CONSTRUCTION OF DRIVEWAY, S. INV. = 37,41 :VEWAY, -F-~•••- FIRE MAIN -F-•- PROPOSED 93 LF - RuM- - RECLAIM WATER MAIN -RUM - - E, INV, = 37,41 18` RCP @ 0,76% CONTRACTOR TO MEET AND MATCH EXISTING SIDEWALK AT AND CONTRACTOR TO TAPER REDUCER -D-- - dALK AT CURB TO SIDEWALK AND PROPOSED tYPE 'D' -i TEMPORARY BLOWOFF - - - THIS LOCATION OR PAVEMENT (TYP) GRATE INLET F,D,O,T, ~ FIRE HYDRANT - INDEX NO, 211 -p~- GATE VALVE (G~V~ & HOX) - - -g- - - MEET AND GRATE EL, = 40,27 ~ SIAMESE CONNECTION --a \ CONTRACTOR TO MEET AND MATCH EXISTING CURB \ I ELEVATION (TYP.) CONTRACTOR TO PROVIDE 2% S, INV. = 36.50 DOUBLE CHECK ASSEMBLY - - r•e - ~ URB MAXIMUM CROSS-SLOPE AT WATER METER - I DRIVEWAY LOCATION, ® - - - . ~.ss~ SANITARY SEWER LINE _ = ss~ PROPOSED 11 LF - - - eSSFM~®¦. SANITARY SEWER FORCEMAIN•~~sSFM~(}. 18' RCP @ 0.82% ® SANITARY SEWER MANHOLE (j --o CLEAN OUT - - - -a PROPOSED OUTFACE STORM DRAIN = =sn = ~ r o ROOF DRAIN o 0 0 SANITARY MANHOLE EXISTING STRUCTURE T.B,M~ N,RIM=4603 NAVD88 yo 0'' ASPHALT p (SEE DETAIL) ,1 goy pe Ez1STING a,~p a°~ ~ GRATE INLET }a'V ASPHALT } ~ pp. 1 kry9 h 4 ~ JUNCTION BOX ~ PROPOSED 27 LF ~ ~ ~ ~ EROSION CONTROL o o v o e PROPOSED 30 LF 4' ~ 18' RCP @ 0.76% ? OUTFACE STRUCTURE EXIST. SANITARY MANHOLE UNDERDRAIN T,B,M• N~RIM=4603 NAVDBB (SEE DETAIL) 9'~S ~ MITERED END SECTION (M,E,S,) PROPOSED DRAINAGE _ I SWALE (TYP) ~Su• ~ry1 ~ -~,T TOP OF BANK r~ / ~ _ _ - FENCE OR WALL -x - x = , . (TO BE SODDED) EXISTING iTs~ ~~J ~iT~ 9?~~ END RETAINING WALL, EASEMENT OR SETBACK • CONTRACTOR TO TRANSITION ~ TRAFFIC FLOW ARROW TRAFFIC i S SIGNAL - EXIST, 2' CURB & GUTTER PGLE ~ - RETAINING WALL TO EXISTING • SIDEWALK ELEVATION WITHIN HANDICAP PARKING SPACE /i \ y r- G/S"~IXIST, GATE VALVE PROPERTY LINE EXISTING c EXISTING ~ LAST 15' OF WALL, ro~ ® ~J1./~M H,P, OR CHANGE IN SLOPE N/a \ w y PAINT ~ EXIST, RECLAIMED WATER METER ~ PGWER 6 TRAFFIC SIGNAL BOX Lp S,89'03'S2'E 265,16' LIGHT POLE ~ / 43,50 ~ ~ o-- un - UNDERDRAIN N/A 1 EXISTING . ~ . . D~BfI . ~ . . 4 EONCRETE'WALK'.'. ..,8~... ~ ::rte ~s ~ss ~-®.r••asar. . . ~PGWERN6 12.50 ELEVATION 14 x 75 81GNALC • p •e ~~'-`~i•' Z ®=sue sv s~-i~i~~ • SAVED) ' • ~m+m ' ~ ' ' ' I LIGHT PGLE CONTOUR - - 9,0 - - 16' PALM _ } ~ PROPOSED JUNCTION BOX ~ p EXISTING _ J$( I GATE VALVE W AS 43,95 a F,DA,T, INDEX NO, 200, 201 CONTRACTOR TO CALL SUNSI~NE AT 1-800-432-47701 . ~ 42b9 RIM EL. = 42,32 AtNr ~ 44.l6 45,00 DRY DETENTION 43,75 T•B,M, 4s•e7 ~ T,D,B, POND DRY DETENTI(N 43,52 ~ I W, ;N~, = 36.70 48 hrs. PRIOR TO ANY CLEARING OR CONSTRUCTION NAIL & DISK I EAST SIDE POND 44,24 ' 44,24 ~ FOR EII(STING UTIIdTY LOCATIONS, WOOD BRACE PGLE RI I - - WAVO 88) o 44.26 ati APPROXIMATE LOCATION OF • EXISTING 18' WATERMAIN PROPOSED UNDERDRAIN • I CLEANOUT (SEE DETAIL) ' 44,26 ui~ 43.76 ~O 0 20 O ..y 43,76 I I •a• I PROPOSED BOTTOM PROPOSED CONCRETE PROPOSED DRAINAGE ,'7.' OF POND EL, = 41,52 FLUME (SEE DETAIL) 44,14 4414 • ; ( 44,14 TOP.OF WALL 44,14 EL, 43,14 I ~ 44,14 SWALE (TYP) G G . (TO BE SODDED) 44,14 _ PROPOSED 35 LF 6 PVC (SCH 40) - psm OR ADS (N-12> • 45,62 ~ I _ - GRAPHIC. SCALD ~ ~ ~ 45.62 '.M . @ 0,51% ~ 45.62 45,38 ,•W, } ry 45,00 py~ o I I PROPOSED 35 LF eh } } 0 19'LIVE 44,37 6' PVC CSCH 40) • ~a'~'~ 45,00 ti I a^eA T,O,W, eA1, . , nG BE 45.75 SAVED) BE , I OR ADS (N-12) PROPOSED M.E.S. W/5x5 LP ~ I ~ ~ ~ N®TES~ .,..,y 0 , v cTO BE SAVED) ~ • • @ 0.51% RIP-RAP PAD 45,72 45,72 I a` I 1. SEE CONSTRUCTION NOTES FQR ADDITIONAL NOTES, savEn) 'PAoM • (SEE DETAIL) I . 9' LIVE OAK ) I 2, INSTALLATION OF NDS 1215 INLETS AND PVC PIPING O'LIVE OA 45,00 NDS INLET 1212 #2 ' (AVER) GRATE EL, = 45,00 F,F,E, = 4625 PROPOSED 60 LF 45,38 TO BE INSTALLED AFTER BUILDINGS ARE CONSTRUCTED • .45,38 I AND HEAVY EQUIPMENT IS NO LONGER NEEDED ON THE 15' T~O,B, E. INV, = 42,31 15' RCP @ 0.78% ' e I ~ O.'.'.' PALM 46,18 46,18 ~ n e - TO 8E W, INV, - 4231 4 PROPOSED TYPE 'D' SITE, THE NDS 1215 INLETS ARE NOT DESIGNED FOR v! GRATE INLET F,D,O,T, - avEm _ ~ u 46,18 NDS INLET 1212 #1 ll( I I INDEX NO. 211 HEAVY EQUIPMENT LOADS. • ~ I GRATE EL, = 4500 3. ALL PAVEMENT MARKINGS, EXCEPT PARKING STALLS, • • ~ ~ NDS INLET 1212 #3 46,18 GRATE EL, = 45,00 • I W. INV, = 41,22 SHALL BE 'ALKYD' THERMOPLASTICS 90 MIL, IN I THICKNESS, ALL STOP BARS, PAVEMENT MARKINGS, MAr LDCATJON OF EXIST. ~ GRATE EL = 45,00 W. INV, = 42,49 45J5 APPROXI E I E, INV, = 42,13 - SANRARY SEWER MAIN <TYP) d W, INV, = 42,13 ARROWS, PARKING STALLS ARE TO BE WHITE, ALL d XISTING PROPOSED RETAINING HANDICAP PARKING SPACES SHALL BE MARKED APPROXIMATE LOCATION OF EX[ST~ ~ ' y 45,86 f,.., AS HALT WALL W/42' HANDRAIL , ACCORDING TO CITY OF CLEARWATER REQUIREMENTS, SANITARY SEWER LATERAL (TYP) ~ 44,58 4618 w EXISTING INV, = 42,00 45J5 • • • ELEPN W/3'x3' RIP-RAP PAD • 45,88 DESIGN AND PERMITTED 4, ALL SIDEWALKS SHALL HAVE A EDGE PROTECTION OF BY OTHERS (TYP) 12' FROM THE EDGE OF THE SIDEWALK, ys DLE ~ , I ' ~ , 46,00 45,96 45,84 I I 5, CONTRACTOR TO NOTIFY CITY OF CLEARWATER ~ O ' E~ 9 • 45,50 45,46 45,84 I AND PROFESSIONAL ENGINEERING RESOURCES, INC. g ~0 48 HOURS IN ADVANCE OF INSTALLATIDN OF TRAFFIC . } / } ~ 45,63 • 4618 45,50 } 45,50 . ~y ~ + • + I ~(TD EE ~ Sao PROPOSED DRAINAGE CONTROL DEVICES ON DRUID ROAD AND MARTIN LUTHER (TU BE • • I 4579 4500 45,98 ' 45,98 ary, I AiS2SAVEn) _ SWALE (TYP) KING JR, AVE, TRAFFIC CQNTROL DEVICES TO BE INSTALLED (TO BE SODDED) AND INSPECTED BY PROFESSIONAL ENGINEERING PROPOSED M,E,S, W/5'x5' .'.'.1 APALM w LP 1,25% RIP-RAP PAD ~ C •2,40% • , ~ I C 4625 46,01 ' 46,01 I ` RESOURCES, INC, PRIDR TO COMMENCEMENT OF INV, = 39,50 „ ° (SEE DETAIL) ~ " ° m° 45,00 LP • I 45.00 • I ~ I I CONSTRUCTION, 6, ALL NDS INLETS ARE TO BE NDS 1215, W ° 45,90 ~ LP 46,06 7, .ALL ISLANDS AND OPEN AREA AROUND BLDGS ARE TO BE _ m 45,56 TOP OF WALL FILLED AND GRADED SO AS TO BE POSITIVE • EL. = 45,38 -u. 8, ALLI M E S, TO HAVE TOE WALL AS PER ~ 6 ~ 46,18 45,75 P 30 LF 45,00 ~ 45,94 PRO OSED EX1srING'. z 45,94 ~ 45.36 F,D,O,T, INDEX NO. 270, 15' RCP @ 0,50% TE • • ,O, , ` 4594 - ~ T H PROPOSED 33 LF MARK PROPOSED CLEANOUT ' . 45,94 1 I I~ ~ T'O'W' 9, ALL HANDICAP RAMPS ARE TQ BE EMBQSSED PER DST 6' PVC (SCH 40) _ ~ ~ ~ 46,18 4618 45,75 46,18 OR ADS (N-12) INV, - 41,86 4604 ' 46.04 I N PROPERTY LINE F,D,O,T, INDEX NO. 304, PAGE 1, SAW CUTTING GROOVES IS NOT ALLOWED, ROPOSED DRAINAGE 4618 PROPOSED RIM EL. _ P @ 0,39% MATCH PROPOSED PROPOSED CLEANOUT SWALE (TYP) 'PALM INV, = 4235 ~ i I 10, ALL DRAINAGE STRUCTURES, I,e~ PIPES, INLETS, MANHOLES ETC, (TO BE SODDED) <TO BE I GRADE 46,16 f'ROP~SED 47 LF pROPOSED RIM EL = SAVED) ~ 6 PVC (SCH 40) I l a I MUST MEET F,DA,T, SPECIFICATIONS, 11, CONTRACTOR TO MAINTAIN DETENTION POND • ~ ~ OR ADS (N-12> MATCH PROPOSED PROPOSED JUNCTION BOX 3 ' O PROPOSED 32 LF @ 0,51% GRADE • ~ ~ 6' PVC (SCH 40) y I a UNTIL ACCEPTED BY OWNER AND ENGINEER F,D,O,T, INDEX NO. 200, 201 • ' ~ OR ADS (N-12) I " OF RECORD, a 166 oO I 12, CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC ALONG DRUID ~ RIM EL. = 4468 } ~ • } •I @ 0,50% 46.18 _ PROPOSED CLEANOUT = 6 ~ 44.79 4662 F.F.E. - 46,25 } - } . S, INV, 39.5 1 INV, 4255 ' I ati~ a'`' a°' ROAD AND MLK AVE, AS PER F,D,O,T, INDEX (SEE DETAIL), E, INV, = 39,65 I 46,36 PROPOSED RIM EL. _ PROPOSED CLEANOUT PROPOSED-CLEANOUT MATCH PROPOSED . , ITO BE 46,18 I INV, = 41.78 INV, = 4242 * 13, ALL ISLANDS TO BE FILLED TO EDGE ary I ~ - CONTRACTOR TO TIE OF PAVEMENT UNLESS OTHERWISE NOTED. NDS INLET 1212 #7 savED) PROPOSED RIM EL, = GRADE 45,38 _ • • • l9' OAK ~ LP ' PROPOSED RIM EL, _ _ ,1 MATCH PROPOSED GRATE EL. 45,98 ~ ~ 45,98 MATCH PROPOSED • 45,38 ( BUILDING DOWN SPOUTS 14, CONTRACTOR TO REMOVE' EROSION CONTROL INTO PROPOSED CLEANOUT UPON COMPLETION OF PROJECT AS DIRECTED S, INV. = 41.84 O I GRADE GRADE PROPOSED 5 LF I ~ BY ENGINEER OF RECORD, 6 PVC (SCH 40) ~ 4616 PROPOSED 14 LF OR ADS (N-12) 45,75 15, CONTRACTOR TO PROVIDE F,D,O,T. TYPE 45,75 I I~ 'P' OR 'J' STRUCTURE BOTTOM FOR ALL DRAINAGE 46,18 ~ 6' PVC (SCH 40) @ 0,54% y ~ 4618 OR ADS (N-12) PROPOSED 37 LF 4 INLETS TO ACCOMMODATE STORM DRAINAGE PIPE, 15' RCP @ 0,46% 46,36 @ 0.51% w ~ ~ 45,75 4500 46,33 4621 I/~ L 16~ HANDICAP PARKING AND ACCESS ANGLES SHALL NOT. . R • 45J5 LP 45,59 45,83 46,21 I I= EXCEED 150 (2%) IN ALL DIRECTIONS. = ASPHAILT 17, THE MAXIMUM LONGITUDINAL SIDEWALK SLOPE IS ' 146,62 ° L20 C5%), IF A SIDEWALK HAS A LONGITUDINAL SLOPE • • . 4575 45,38 46,62 PROPOSED 29 LF 45,99 _ I " / GREATER THAN 5'/. A RAMP MUST BE UTILIZED, 45,60 46,52 6 PVC CSCH 4W ~ 46,52 OR ADS (N-12) 46,52 46,41 I ~ 46,52 45,91 I y 18, THE MAXIMUM ALLOWABLE RAMP SLOPE IS id2 (8,3%), ~ THE MAXIMUM RISE FOR A RAMP IS 30', THE MAX CLEAR @ 1,00% I WIDTH OF A RAMP IS 36'. ALL LANDINGS ON RAMPS 46.10 46,00 45,83 45,75 '~s q 4620 46,30 CONTRACTOR TO MEET AND _ 45,00 4620 - I SHALL BE NOT LESS THAN 60' (5 FT,) AND THE BOTTOM OF _ - MATCH EXISTING SIDEWALK AT } 45.00 46,20 a"~' xy~ I EACH RAMP SHALL HAVE NOT LESS THAN 6` OF STRAIGHT ANA *ay4 ti I ~o ~y LEVEL CLEARANCE, IF A RAMP CHANGES DIRECTIDN AT A THIS LOCATION o ~ - 4565 4528 LP 46,20 } } 46,30 i a a`' eA' I LANDING, THE MINIMAL LANDING SIZE IS 5'x5', / ~ ~ ~ 19, ALL SIDEWALK AND RAMPS SHALL COMPLY WITH THE FLORIDA PROPOSED 44 LF 45,69 ~ • aW° I BUILDING CODE 2001 INCLUDING ALL AMENDMENTS AND REVISIpNS, 15' RCP @ 0.40% 45.89 4642 46,01 46,64 20 RAMPS AND LANDINGS WITH DROP-OFFS-SHALL HAVE CURBS,' 46,64 WALLS, RAILINGS, OR PROJECTING SURFACES THAT 4632 46.11 46.32 P O O ED JUNCTION BOX u 4551 46,14 R P S PROPOSED. CLEANOUT 2,73% 3,65/. 45,82 0.57% 45,82 4614 45,74 I PREVENT PEOPLE FROM SLIPPING OFF THE RAMP, CURBS • F,D,O,T, INDEX NO. 200, 201 _ •w 0.57% 7. ' RIM EL = 44,89 INV, - 41,55 - - h. 0~ / SHALL BE A MINIMUM OF. 2' HIGH, 0~ i 21. HANDRAILS SHALL BE PROVIDED ON ALL RAMPS AND N. INV. = 39,82 PROPOSED RIM EL - S, INV, = 39,82 MATCH PROPOSED 45,00 I SIDEWALKS AS REQUIRED BY THE FLORIDA BUILDING CODE GRADE 46,35 45'27 46,13 45,58 45,90 LP 45,63 HP 2001 INCLUDING ALL AMENDMENTS AND REVISIONS. 45,90 ~ I 1 22, PVC STORM PIPE TO BE SCH. 40 (WHITE) OR ADS (N-12) SMOOTH 4632 HP 46.50 WALL RING AND GASKET, 46,00 (I 23, DRAIN COVERS AND GRATES IN DRIVE AISLES MUST MEET PROPOSED 47 LF 45,82 6' PVC CSCH 40) HS-20 SPECIFICATIDNS, ` - DR ADS (N-12) @ 0,50% ' ~ ~ PROPOSED KEYSTONE WALL 46,20 • 46,50 46,38 DESIGN AND PERMITTED BY OTHERS, . 46,00 46,38 ( / TOP OF WALL EL = 46,50 SAW CUT EXISTING EDGE OF 46,20 PAVEMENT PRIOR TO g y CONSTRUCTION OF DRIVEWAY, ~p• ~ a o'A• ~ ~ ' ~ ry• I ti~ h} } --SF~ - 4601 b a1• 45,62 46.01 46,01 46,01 46,52 46,52 46,38 PROPOSED TYPE 'D` 'I?'~4 3 ` GRATE INLET F~DA,L } - 46,38 46,38 ~ ~ ~ ~ ~ INDEX NO. 211 ,~o GRATE EL. = 4500 py. EXISTING 6' CHA[NL1NK FENCE LIE (TO BE REL } ~ _ PROPERTY N 46,01 y N,e9'o3'se'w, 865,16' , • N, INV, = 40,00 SAVED) a PaaposEn }pti9 E, INV. = 41,25 T,O,W, +ati9 ~ nh~ PROPOSED RETAINING ~~iTU eE K WALL W/42' FENCE ' ~ ~ EXISTING PROPOSED 25 LF ENLARGER (TYP) PROPOSED CLEANOUT APPROXIMATE LOCATION OF GATE VALVE B' PVC (SCH 40) W/2'X2' CONCRETE PAI PO~ECONCRETE PAD SAVED TOP OF WALL BYSOTHERS (TYPjITTED ~ III ~ Q ~oo[ EXISTING SANITARY SEWER MAIN EXISTING OR ADS (N-12) INV. = 4230 _ FIRE HYDRANT @ 0,69% PROPOSED RIM EL. _ EXISTING PROPOSED 25 LF MATCH PROPOSED = 4230 ~ ~ EL. = 45,38 ' ' I UL, u J POSED RIM EL. _ ~ o a y t sr, PROPOSED 47 LF NDS INLET 1212 #5 6' PVC (SCH 4W 1 y MASONRY o0 6' PVC (SCH 40) OR ADS CN-12) PAVEMENT CH PROPOSED ~EMENr PLANNING & bEVELOPMENT a' po• GRATE EL = 45,00 - } } } OR ADS (N-12) N, INV, = 42,05 @ 0,69% ryyy PROPOSED EROSION I SERVICES *ary'?~ CONTROL (TYP) @ 0.50% ~1} S, INV, = 42,05 EXISTING } a ASPMaLT yo PROPOSED DRAINAGE ~ }a'~ (SEE DETAIL) CI`Y OI= CLEARWATEA APPROXIMATE LOCATION OF SWALE (TYP) TOP OF WALL EXISTING 12' WATERMAIN EXISTING PROPOSED 55 LF OF WALL ASPHALT 10' PVC (SCH 40) (TO BE SODDED) ELF = 4538 OR ADS (N-12) 9% 4538 / _ PROPOSED 39 LF 6' PVC (SCH 40) • NDS INLET 1212 #4 CONTRACTOR TO MEET AND PROPOSED 47 LF ~ PROPOSED 25 LF GRATE EL. = 45,00 OR ADS (N-12) n @0,54% aRIGIN~ MATCH EXISTING SIDEWALK AT 12' PVC (SCH 4W BEGIN RETAINING 6' PVC (SCH 40) N, INV, = 42,52 THIS LOCATIDN DR ADS (N-12) ~ WALL W/42' FENCE, OR ADS (N-12) S. INV, = 42,52 ~ @ 0,69% DESIGN AND PERMITTED @ 0,51/. • BY OTHERS, (TYP> PROPOSED KEYSTONE WALL ' ~ DESIGN AND PERMITTED BY OTHERS, - ~ TOP OF WALL EL, = 46,25 CLIENT: PROJECT NAME: sEC. 15 TWP. 29S RNG. 15E PROJECT NO. DATE BY REVISIONS m2003 by ®2003 by Professional S'~OII~dJF -1' Y PVS SHEET NUMBER Engineeri Engineering Resources, Inc. DRAWING TYPES ~GMC NUMBER All DRUID COURTYARD All Right, All Rights Reserved ' ,~tiCK •BY P.VS The arrangements depicted C~c TE S, Z-05 ? PRELIMINARY = CLEARbt1ATER, L.L.C. THE ~ ~ ~ ~ T YA Rm"k L) 03-1460 The az~a herein ei ' herein are the sole property IF It 1P L 01 of Professional Engineering lfl CONSTRUCTIONS /1~1'a/~ s'oVerHc pMIs'S'IOVRgI gAVE~+, g'VITE 106 SCALE Resource - V. ~P1~~P1~~n1~~ FL• JJ75V PA•'•"V, GRADING AND DRAINAGE PLAN Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. P+ 6 1s.20 be repr ? without i be reproduced in any form ? RECORD is 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 , without its written permission i, j 1 6-20-05 SAG REVISED PLAN AS PER SMFWMD COMMENTS. CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 UL,, 51RMAREG. NO. 35628 Y LEGEND p ROPOSED EXISTING NORTH -w-•••- WATER MAIN -W-.- -F-••••- FIRE MAIN -F-•- • - Rte- - RECLAIM WATER MAIN -RUH - - - --y - REDUCER --.~y- TEMPORARY BLOWOFF - - FIRE HYDRANT - --@--- GATE VALVE (GV, & BOX) - - -g- - - • ~ ----E~ SIAMESE CONNECTION :v ~ • ~ DOUBLE CHECK ASSEMBLY - - r-ooF a ® WATER METER _ _ J~j~ _ _ - _ - _ _ - _ ¦'~SS~ SANITARY SEWER LINE _ =ss~ - .oSSFM.~ SANITARY SEWER FORCEMAIN ~~ssFK.p.¦ ~ SANITARY SEWER MANHOLE -~---a CLEAN OUT - - - -o SANITARY MANHOLE / STORM DRAIN = .=sn= C ~ ~ ROOF DRAIN o 0 0 ' T,&H, N,RIM=46,03 NAV?88 EXISTING ASPHALT EXISTING ASPHALT ~ GRATE INLET 0 _ ~ JUNCTIDN BOX ~ EROSION CONTROL o c o c o EXIST, SANITARY MANHOLE ? OUTFACE STRUCTURE G - T.811, N,RM=4603 NAVDBB Q MITERED END SECTION (M.E,SJ ~-,m--T~- TOP OF HANK - ~ ~ ~ - - - FENCE OR WALL - x - x- i EXISTING TRAFFIC SIGNAL - EXIST, 2' CURB & GUTTER , - EASEMENT OR SETBACK ~ ~ TRAFFIC FLOW ARROW ~ POLE _ ~ (~j, HANDICAP PARKING SPACE \ pG g-~EXISL GATE VALVE EXISTING r- PRGPERTY LINE EXISTING o y ~ PAINT EXIST, RECLAIMED WATER METER POWER & TRAFFIC SIGNAL HOX \ S,89'03'S2'E, 26516' r1Jti./~M H.P. OR CHANGE IN SLOPE N/A . LIGHT POLE ~ O - \ EXISTING ~ . . . . . . ........E~STIP]G-.q~ ~p --r... - NCRETE'WALK. . • ' ' ' ~ o-- uD - UNDERDRAIN N/A TRAFFIC ~ , . , . . ® , SIGNAL .e .r~•a'~~.:. ~'a~ .arm .Q~a .mss ~m . , BOX ~ (TO BE +'+~+»•:~`ie~" " ~a:,~-~ • , , , , ~PDWERN6 12,50 ELEVATION 14 x 75 • ~ ' ~ I L[GHT POLE CONTOUR - - 9.0 - - 8' OAK SAVED) I 16' PALM 2Z' OAK 12' OAK 11. OAK 16' EXISTING ' ' ~ R ` W ~ GATE VALVE - AS alNr I DRY DETENTION CONTRACTOR TO CAUL "SUNSflINE~ AT I-800-432-4770, r,B,M~=as~B~ DRY DETENTION NAIL & D[SK ' ' I POND • ? ~ i ~ 48 hrs, PRIOR TO ANY CLI';AR~IG OR CONSTRUCTION EAST SIDE o-POND_ WOOD BRACE POLE Q~ I FOR EII<STING UTILITY LOCATIONS, (NAND BBl APPROXIMATE LOCATION OF EXISTDJG 12' WATERMAIN PROPOSED JUNCTION 20 to O ~0 ~0 . • I I HOX (TYP) . I I ~ , ' o aka 4 e I 15 5 ,U . ~ I :•y;• PROPOSED UNDERDRAIN I i - GRAPHIC SCALE o ~ ."x I (SEE DETAIL) . w. 19'LIVE " . I I ~ (TD BE O SAVED) OBE . I . I ~ ~ Na~~se SAVED) ~ • • PROPOSED OUTFACE PROPOSED M.E.S. cTD HE STRUCTURE (SEE DETAIL) W/RIP-RAP PAD (TYP) SAVED) 'PALM I I I 1, A MINIMUM OF 5 FEET CLEARANCE ON ALL VALVES, METER 9 LNE OAK j ~ ' ' O'LIVE OA , I BOXES AND FIRE HYDRANTS W]TH TREES AND PLANTS, fT0 BE ^ VEO) IS' I I 2. WATER METER BOXES TO BE PLACED 2' PAST I EDGE OF SIDEWALK, NO WATER-METER BOXES O,'.'.' PALM TO BE ~ avEn) PROPOSED STORM TO BE PLACED IN SIDEWALK OR NEXT TO BLDG, 3, CITY OF CLEARWATER TO OPERATE POTABLE WATER ~ PIPE (TYP) VALVE AT TAPPING VALVE AND SLEEVE, ANY I REQUEST FOR WATER TO HE TURNED ON OR OFF • APPROXIMATE LOCATION OF EXIST. ~ > ~ ' MUST BE COORDINATED THROUGH THE CITY OF 12• oaK I CLEARWATER ^ SANITARY SEWER MAIN <TYP) ~ Tn IB' on PROPOSED GRATE 4, COPY OF HRS PERMIT WILL BE PROVIDED TO THE XISTING CITY OF CLEARWATER UPON RECEIPT, APPROXIMATE LOCATION OF EXIST. \ INLET (TYP) • SANITARY SEWER LATERAL CTYP) ~ , ~ EXISTING . ®I AS HALT 5. ALL SANITARY SEWER CLEANOUTS TO HAVE A 2'x2'x6' r'~~rj{ THICK CONCRETE PAD, 6. CONTRACTOR TO COMPLY WITH CITY OF CLEARWATER • ~ • I • ~ REpUIRMENTS FOR STORM WATER 0-'~'J ~ I POLLUTION PREVENTION AND BEST MANAGEMENT PRACTICES. ~ 7, A TREE REMOVAL AND PROTECTION PERMIT • I . • • , . • , - e (TO BE I • I '18'DAK WILL BE REQUIRED FROM THE CITY OF CLEARWATER I I cro BE I PRIOR TO ANY CONSTRUCTION OR CLEARING, 1~I I .'.'.1 aPALM . , ~ I , o • savEn> SITE CONTRACTOR TO MAKE APPLICATION AND APPLY FOR TREE REMOVAL AND 1 ~N ~ , ~I o • 5 D I I PROTECTION PERMIT. • I I 8. INSTALLATION OF NDS 1215 INLETS AND PVC PIPING 4~~ I mood . ' TO BE INSTALLED AFTER BUILDINGS ARE CONSTRUCTED AND HEAVY EQUIPMENT IS NO LONGER NEEDED ON THE ' W 4~p~ o ' 10 SITE THE NDS 1215 INLETS ARE NOT DESIGNED FOR ( HEAVY EQUIPMENT LOADS 0 9. CONTRACTOR TO GRADE FROM EXISTING•.' z 5' OA . TE • . . I ~ 14'/16' OAKS BUILDING TO PROPOSED NDS 1215 INLET, MARK I OST I I IN PROPERTY LINE ~ , 16' PALMI ' ' CTO BE •I ~ SAVED) I ° ( z ,I ~ PRGPOSED SANITARY I N I 9' GAK I . • . • ' .I SEWER LATERAL PROPOSED SANITARY I 'I SEWER CLEANOUT PROPOSED CLEANOUT PROPOSED STORM (TYP) (SEE DETAIL) I (TO BE I I PIPE (TYP) SAVED) 6' GAK •••19'OAK I I APPROXIMATE LOCATI ON OF I ro O I ~ • I EXISTING 4' WELL (TO BE • PROPOSED TEMP, PLUGGED BY LICENSED I ~ , ( t6 PALM . I BLOWOFF CONTRACTOR) ^ Vi NQ ti rc PROPOSED GATE i ,I4 Y w I VALVE CTYP) Z . I Z EXISTING I~ ASPHALT • . ~ ~ ' ly e - I i~ _ ~ - 'I I~ s~ • - 22' OAK I~ 4 ' PROPOSED SANITARY PROPOSED PROPOSED PROPOSED ~ I SEWER CLEANOUT H,F,P,D, WATER SERVICE FIRE SERVICE EXISTING TREE TO BE REMOVED CTYP) ~ ~ ,I PROPOSED SANITARY ' SEWER LATERAL 1BVla' OAKS ! ~ - • . ~ T L REL ,O ~ ~W W 48' E R 20' OAK PROPOSED TAPPDJG o VALVE AND SLEEVE ~ 5' AU L 'LAUREL 5' OAK 'LAUREL / ' LAUREL _ PROPOSED 3 ° ° ° ° 9C'° ° ° 5' ~ 17 OAK 17 DAK 'LAUREL WATERMAIN (TYP) ~ ~ • • • 12'/ OAK - - ~ s ° ° ° - ' , EXISTING 6' CHAINL]NK FENCE pRO ERTY LINE c~o ~ REL - _ SAVED) N,89'03'S2'W, 265,16' - ,..r- - EXISTING O17. OAK ~~I V 1~~~ (TD BE / APPROXIMATE LOCATION OF GATE VALVE ~AVED~ / y. EXISTING SANITARY SEWER MA]N EXISTING PROPOSED F]RE HYDRANT D,D,CNIA, EXISTING r ' 1ST, MASONRY ~f',~(~ n'~ I' ~ a EXISTING ASPHALT APPROXMATE LOCATION OF EXISTING 12' WATERMAIN EXISTING ASPHALT ~ i ~ ~UL - $ 2005 - i E l PLANNING ~ DEVELOPMENT SERVICES CITY OF CLEARWATER _ ~ / i CLIENT: PROJECT NAME: SEC. 15 TWP. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS Eng~eei c02003 by Professional DESV9NED,, BY PVS SHEET Engineering Resources, Inc. DRAWING TYPE: R P GMc NUMBER DRUID yep NUMBER Dl~Vp'ACOURTYARD 'dOyVC~R! Ip L.L.C. ?/YRD THE URTYARD All RiBh e1R GVP116 ~ ~ 03-1460 6~ The arm All Rights Reserved i cL gE '•.BY'? PVS herein ai CLEI' The arrangements depicted 6,72-05 herein are the sole property ? PRELIMINARY of Professional Engineering P Lr E it 9112 SOUTH ~91SSOURI AVE., SUITE 106 SCALE Resau ~Q CLEAR~/elTER, FL. 3.3756 MASTER UTILITY AND TREE REMOVAL PLAN be rePro4 ® CONSTRUCTION t Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD without its written permission 1'=20' without CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 AJJL (y!. tHFii7M.4,1REG. NO. 35628 41' r _ I .LEGEND PROPOSED EXISTING NORTH -w-•••- WATER MAIN -w-•- -F-••••- FIRE MAIN -F-•- -RUM- - RECLAIM WATER MAIN -RUM- - REDUCER - ~ -----1 TEMPORARY BLOWOFF - - - FIRE HYDRANT - --p-- GATE VALVE (G,V, & BOX) - - -g- - - SIAMESE CONNECTIDN DOUBLE CHECK ASSEMBLY - - r•°r - - ~ ® WATER METER - - `jam - - - SANITARY SEWER LINE _ =ss~ - ~SSFM~~ SANITARY SEWER FORCEMAIN ~•.ssFM~¦¦ SANITARY SEWER MANHOLE -o CLEAN OUT - - - -o J~ ~ STORM DRAIN = =sn= _ SANITARY MANHtlLE EXISTING C ~ o~ ROl1F DRAIN o 0 0 T.H.M. NRIM=46,03 NAVD88 ASPHALT EXISTING ~ GRATE INLET ASPHALT JUNCTION HOX Q 0 EROSION CONTROL o 0 0 0 0 . ~ EXIST, SANITARY MANHOLE ? OUTFALL STRUCTURE T.B.M. NI2IM=46,03 NAVD88 , MITERED END SECTIQN (M,E,SJ ~fi TOP OF HANK ~-~-r i ~ - - - FENCE qR WALL -x-x- EASEMENT OR SETBACK EXISTING TRAFFIC ~ TRAFFIC FLOW ARROW POLE L EXIST, 2' CURB 6 GUTTER - • (y HANDICAR PARKING SPACE aO ~-"~OEXtST, GATE VALUE PROPERTY LINE EXISTING o 'f:~'' ~ 1 N PAINT ~ EX1ST~ RECLAIMED WATER METER POWER & TRAFFIC SIGNAL BDX ,g ~ 3 S89'03'52'6 26516' rl,MM M.P. OR CHANGE IN SLOPE N/A " " " " ' o---..UD - UNDERDRA?N N/A I . 3L...... . . • - LIGHT PGLE__.. • . . - ..EX[STIaC 4 CDNCRETE'WALK.. • ~ ~ • ~ EXISTING - • ' ' • . I ~ POWER 6 12,50 ELEVATION 14 x 75 • • ~ ' ~ ' LIGHT POLE CONTOUR - - 9,0 - - i ~ SAVED) j' 16' PALM 1 4 • EXISTING ~ ' ' . GATE VALVE " W-'"""- ~ CONTRACTOR TO CAIS 11SONSHINE" AT 1-800-432-4770, ' AWT DRY DETENTION T~B~I,=45.87 PROPOSED POND DRY DETENTI(N NAIL d DISK : ? ? ~ 48 hrs. PRIOR TO ANY CIIEARING OR CONSTRUCTION EAST SIDE (1) FIRE HYDRANT POND WOOD BRACE POLE Qf ASSEMBLY FOR EXISTING UT111TY 60CATIONS. fNAVD B8) APPROXIMATE LOCATION OF EXISTING !2' WATERMAIN ~ 20 10 0 20 40 JY ~ ~ . F• PROPOSED ~ ~ I 15 5 (1) 6' TAPPING VALVE AND SLEEVE ~•,Z•. (TO BE RESTRAINED) (SEE DETAIL) ~ _ GRAPHIC SCALE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET APPLICANT IS RESPONSIBLE FDR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES, .'w. 19`L[VE • ~ . I ~ (TD HE O SAVED) BE , , WDTES " tT0 BE SAVE?)... SAVED) PA;M I I ( 1, ALL FITTINGS TO BE RESTRAINED • I 2, ALL DISTURBED AREAS TO BE SODDED, 9 LIVE OAK ~ O'l1VE OA 3, FIRE HYDRANTS MAY BE UTILIZED .TO BLOW-OFF AND I I FLUSH THE MAINS, HOWEVER, SAMPLE POINTS MUST BE RO BE . I TAKEN UPSTREAM OF FIRE HYDRANTS FIRE HYDRANTS MAY NOT HE USED AS SAMPLE POINTS. ' ~ O.'.'.' PALM W fT0 BE 4, CONTRACTOR TC SUPPLY AND INSTALL NECESSARY BENDS/FITTINGS (TO BE RESTRAINED) TO ALLOW DEFLECTION SAVED) " _ ~ , OF PROPOSED DOMESTIC WATERMAIN AROUND SANITARY SEWER I MAINS AND LATERALS CONTRACTOR TO MAINTAIN 18' VERTICAL j ' SEPARATION AT CROSSINGS, APPROXIMATE LOCATION OF EXIST SANITARY SEWER MAIN (TYP) ~ • 5, CONTRACTOR TO SUPPLY AND INSTALL NECESSARY XISTING I BENDS/FITTINGS (TO BE RESTRAINED) TO ALLOW DEFLECTION I I AS HALT OF PROPOSED WATERMAIN AROUND PROPOSED STORM SEWER APPRO%IMATE LOCATION OF EXIST ~ SANITARY SEWER LATERAL (TYP) w ~ ' MAINS CONTRACTOR TO MAINTAIN 18' VERTICAL ~ EXISTING v.... . , . TELEPH , OLE \ SEPARATION AT CROSSINGS. 6. ALL FIRE HYDRANTS TO FACE PAVEMENT, I ~l I 7. CITY OF CLEARWATER TO OPERATE POTABLE WATER v I VALVE AT ALL TIE IN LOCATIONS ANY ® REQUEST FOR WATER TO BE TURNED ON OR OFF ~ '18' OAK MUST BE COORDINATED THROUGH THE CITY OF (TO BE CLEARWATER, savED) I 8, CONTRACTOR TO CONSTRUCT CONCRETE PAD UNDER REDUCE? . e • • . (TO BE ~ .:.;1 AFALM PROPOSED SANITARY PRESSURE BACKFLOW PREVENTER AND D,D,C,V,A, I~' 9, ALL SANITARY SEWER CLEANOUTS IN PAVEMENT AREAS _ ~ SEWER CLEANOUT~ • . ~ RIM EL, = MATDH (TYP) • • I I TO BE CAST IRON AND PAINTED AND BE INSTALLED WITH A 2'x 2'x 8` THICK CONCRETE PAD WITH FIBER MESH a PROPOSED GRA E , / , , , INV. = 42.75 . 10. ALL. SANITARY SEWER CLEANOUT PLUGS TO HAVE • I FLUSH TOPS, (RECESSED) W , ~ 11. ALL SANITARY SEWER LATERALS TO BE PVC SDR-26. • o ~ 12, ALL FIRE HYDRANT ASSEMBLIES TO BE RESTRAINED, 13. ALL GATE VALVES WITHIN PAVEMENT AREAS TO BE INSTALLE? EXISTING'.• z ~ • , TE • I I WITH A 2'x 2'x 8' THICK CONCRETE PAD WITH FIBER MESH, 14. CITY OF CLEARWATER WILL PROVIDE WATER METER TAP, SET MARK ' WATER METER AND BFPO, APPLICANT IS RESPONSIBLE FOR ~ PROPERTY LINE ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES ' a 15, CLEARANCE OF 7 1/2 FT IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4 FOOT CLEARANCE TO THE o 3 REAR OF THE FIRE HYDRANT MUST BE MAINTAINED PER NFPA-1. m 16, FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN ' ' (TO BE ' . SAVED) . - THAT STATES 'NO PARKING FIRE DEPARTMENT CONNECTION' AND la I SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA DEPARTMENT o OF TRANSPORTATION STANDARDS FOR INFORMATION SIGNAGE AND BE MAINTAINED WITH A CLEARANCE OF 7 1/2 FEET IN FRONT OF • • SEE ' • WATER/R,B,P.D. I I I AND TO THE SIDES (INCLUDING THE REAR SIDE) OF THE APPLIANCE, • I AS PER FLORIDA FIRE PREVENTION CODE, PLACEMENT • - ~ I DETAIL THIS (TD BE SHEET ' SAVED) ' ~o. • • • 19' OAK •1 ' 1 i PROPOSED ' ~ ~ ' ~ (1) FIRE HYDRANT ~ ASSEMBLY • I (1) 6'x6'x6' TEE I U ( W FIRE HYDRANT TO J N •w ~ FACE PAVEMENT yy~ N w ~ • z EXISTING I lu ASPHALT m 4 ~ Ig ''i I - I . - APPROXIMATE LOCATION OF EXIST " SANITARY SEWER MAIN fTYP) ' T PRGPOSED 6' pROPOSEDi APPROXIMATE LOCATION OF EXIS PROPOSED PROPOSED SANITARY PVC FIRE MAIN SANITARY SEWER LATERAL cTYP> (i) CITY OF CLEARWATER FIRE DEPARTMENT 51 LF 6' PVC (SDR-26) SANITARY SEWER CLEANOUT, (C-900, DR-14> N 1 N SEWER LATERAL @ I~OD% RIM EL. =MATCH CON ECT O WITH SIGNAGE THAT STATES 'NO PARKING FIRE DEPARTMENT CONNECTION' PROPOSED GRADE CTYP) 4 I PROPOSED 4' PVC WATERMAIN ~ PROPOSED BLDG INV. = 42,43 a PROPOSED 32 LF 6 PVC (SDR-i?6) SANITARY SEWER LATERAL @ 1,00% 1 C-900, DR-16 • PROPOSED SANITARY ; PROPOSED T (1) 3' FEBCO H25Y ~ PROPOSED REDUCED HACKFLOW (t) TEMP. BLOWOFF CONTRACTOR TD TIE SEWER CLEANOUT, INTO EXISTING SANITARY RIM EL, =MATCH ? PREVENTOR DEVICE fFOR POTABLE WATER) " SEWER LATERAL PROPOSED GRADE-(TYP) - CONTRACTOR TO PROVIDE INV, =MATCH EXISTING - ' ? (1) 4' G.V. & STOP PROPOSED I (t) CONCRETE PAD (1) 4' G.V. & BOX INVERT OF EXISTING _ SANITARY SEWER LATERAL (1) SUPPORT STAND d) TEMP BLOWOFF (U 3' MASTER METER PRIOR TO EXTENDING SANITARY SEWER LATERAL W _W TD BUILDING, ' F - _ / / • / / PROPOSED 6' PVC WATERMAIN (C-900, DR-IW . PRGPDSED 6' - - - - - ~ PVC WATERMAIN EXtsrING 6' CHAINLINK FENCE 12' LAUREL - - - - - PROPOSED DR-18) PROPERTY LINE (rG BE N,e9'ro'sz'W, 265.16' CW ~ F ~l I"" (1) 6' TAPPING VALVE AND SLEEVE C 900, SAVED) (TD BE RESTRAINED) (SEE DETAIL) O17' OAK / TO 12 (TO HE WATERMAIN ?AVED~ / ET EXISTING PROPOSED CITY OF CLEARWATER WILL PROVIDE WATER METER TAP, S GATE VALVE (1) 6' 90' BEND WATER METER AND BFPD~ APPLICANT IS RESPONSIBLE FDR APPROXIMATE LOCATI]N OF ? PROPOSED ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES EXISTING SANITARY SEWER MAIN EXISTING FIRE HYDRANT SEE Ex1snNG PROPOSED 6' WATER/R~B~P,D, 1ST, PVC FIRE MAIN PROPOSED / ? ~ ~ ? 9 S]DEWALK p4{ PROPOSED 6' PVC PLACEMENT MASONRY (C-900, DR-14) (1) 4' 90' BEND C-900, CLASS 200, / PROPOSED DR-14 FIREMAIN DETAIL THIS SHEET (1) 6' D~D,C,KA~ / WATTS MODEL SERIES 709DCDA PROPOSED 4' PVC WATERMAIN EXISTING C-900, DR-18 ASPHALT FOR BLDG FIRE SPRINKLER / SYSTEM WITH CONCRETE PAD. ' APPROXMATE LOCATION OF - EXISTING 12' WATERMAIN EX]STING ASPHALT CONTRACTOR TO PROVIDE '1 ; ~ FDC STORZ CONNECTION ~L" ~I? ~ MEETING CITY OF CLEARWATER 7 i ~ RFAUIREMENTS - ~ C--~ (1) CONCRETE PAD ~I ~ ~ ~ U) SUPPORT STAND / ` _ _ (1) 6' G.V. & BOX j ~r„- . j CITY OF CLEARWATER Wlll PROVIDE WATER NETER TAP, SET t i~ - ~ n00~ WATER METER AND BFPA ~ i L APPLICANT 1S RESPONSIBLE FOR ALL ASSOCIATED FEES aND ALL OTHER INS7ALLATIDN FEES. ~ ; F, DEVELOPN1ENt ~ D.D.C.V.~./R.~.P.D. , i 1 sERV~cES Pl~?CEMENT DET~L ~I_E,4RWATF N.T.S, CLIENT: PROJECT NAME: sEC. 15 7WP. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS 02003 N U M BAR E°g'IIee ®2003 b Professional .SI I11(E~ ,``ey PVS SHEET Engineering Resources, Inc. DRAWING TYPEy ORA' GMc NUMBER MI gb All Rights Reserved CKEDn 2y PVS b~4TE~b , 2-05 DRUID COURTYARI•VD/• 03-1460 he ar IR/ATER~ ~L THE ~~~~TY,/~,{_i " ' The arrangements depicted D ' . herein are the sole property ? PRELIMINARY CLEAR herein of Professional Engineering ® CONSTRUCTION! 1112 SOUTH MISSOURI AVE, SUITE 106 SCALE ne6ou~ CLEARWidTE{Q, Fl. .3,3756 WATER AND SANITARY SEWER PLAN Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC.g P be reproduced in any form without its written permission 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD , Jf~gUL 1 'MA,REG. NO. 35628 1'=20' ~"'°°i CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 SH R i ~ i,`' & LEGEND PROPOSED EXISTING NORTH -W-•••- WATER MAIN -W-•- -F-••••- FIRE MAIN -F-•- -RUN- - RECLAIM WATER MAIN -RUM- - REDUCER _ ---i TEMPORARY BLDWOFF - - - FIRE HYDRANT - --tQ-- GATE VALVE (G~V~ & BOX) - - - - SIAMESE CONNECTION -a .DOUBLE CHECK ASSEMBLY - - r•J - - ® WATER METER - _ .!<j~ - _ - - ~~~r¦ SANITARY SEWER LINE _ =55~ - - ~SSFH.~ SANITARY SEWER FORCEMAIN ~`SSFH.P.¦ SANITARY SEWER MANHOLE --o CLEAN OUT - - - ..o STORM DRAIN = -su= SANITARY MANHOLE EXISTING T,8J7, N~RIM=4603 NAVDBB hO ASPHALT h 6 0 9^ pry h EXISTING 0y ~ ~ ROOF DRAIN o 0 0 aryp ASPHALT ~a D GRATE INLET py1 pry. + + + ~ ~ JUNCTION HpX ~ ~ EROSIpN CONTROL 0 0 0 0 0 ~ ? OUTFACE STRUCTURE EXISL SANITARY MANHOLE T.H.M. N~RIH=46.03 NAVD88 g-s o? MITERED END SECTIDN CM,E,SJ A~ ~A2 x Asa tpry^ - -~-~rT---qrF TOP OF BANK -e-Y----e•- ~v? - ~ FENCE OR WALL -x - x- v EXISTWG ~ ~ pJ p~ _ TRAFFIC d~ e~ i •~s ?g c = ~ . - ~ ~ ~ - - - EASEMENT OR SETBACK - - - - - - POLE L - EXIST, 2' CURB aGUTTER - ~ Y ` ~ ~-~EXIST~ GATE VALVE ~ EXISTING • • EX[STIN6•~ ~ TRAFFIC FLOW ARROW Bus',',',',',',' (~j, HANDICAP PARKING SPACE ~ ~ m GAS i PRCPERTY LINE EXISTING ° TRAFFIC SIGNAL BOX ~1~/v' H.P. OR CHANGE IN SLOPE N/A - w ~ PA1NT ~ EXIST, RECLAIMED WATER METER S.89' 'S ' POWER & - - 03 2E, 26516' 9 I ..E~XISTIt1G- LIGHT POLE ~ o-- Un UNDERDRAIN N/A I,. I I - EXISTING \ 4 EONCRETE'WALK"--- ~ 1 EXISTING »R - a TRAFFIC .y___.....~". _ ~ - - - - + SIGNAL ey -8 x - -x- . ------LLL•-'.-~ • 1250 ELEVATION fax 75 - BDX ~ ~ Xl .p O-M- B' OAK y+ 16, pA~ SL 4' CHAINLINK FENCE N+ 22' OAK + 12. OAK ]1' OAK 16' PALM x ' LIGHT POLE CONTOUR - - - ~ - 9,0 I Nh ~ 0 ph'pr . 'ACM x -x- -x- ~ ry~ t EXISTING _ W GATE VALVE AS i aN a°~ ~ CONTRACTOR TO CALM nSUNSRINE" AT 1-800-432-4770, ~ AINT EXISTING R/W T•B,M; 4587 , , EASEMENT 48 hrs. PRIOR TO ANY CLEARING OR CONSTRUCTION NAIL & D[SK ~s ~ s EAST SIDE ~ .e ~ e. o a w ss I FOR EXISTING UTIIfITY LOCATIONS, WtltlD BRACE POLE (NAND DB> _ APPROXIMATE LOCATION GF ~ EXISTING 12' WATERMAIN ~.y 4 Y ~ 20 10 0 20 40 . . z • x _ ..w ~ 15 ~ ? - GRAPHIC SCALE @, • ~ W,, ~ ~ ay aM• + eh ° pyO ~ } 0 PALM a~9 1 9 tlAK 15' PALM ' ~ 1' OAK a U " r ~ 12' OAK ' APPROXIMATE LOCATION OF EXISL ~ 7. OAK SANITARY SEWER MAIN (TYP) m 18. OAK 0 EXISTING APPROXIMATE LOCATION OF EXIST ~ SANITARY SEWER LATERAL fTYP) ASPHALT w EXISTING - • • • TELEPH ps OLE ' 0 'S 9 9 + + + + +k Nry. Oh ~ + py. nary *ary~ ~ 18' DAK ~~o ® 1~' Ads ~ ary' 2 ~ 13' PALM 5' DAN p N PROPERTY LINE 0 w m 10' OAK I ~ ( ~ ' M - EXISTWG•.• z 5' OAK 14'/16' GAKS 0 _ TE MAR ' OST ~"°'0 EXISTING R/W IN PROPERTY LINE - ' I • EASEMENT ' ~ ~ ~ 6' PALM m _ ~ 3 0 o I 9' DAK y - E~? h 1 a 00 + + 4~ aryl I a°66 0 I , ary ~6' GAK li l9' OAK 0 16' PALM ~l. APPROXIMATE LOCATION OF ^ ~ ~ EXISTING 4' WELL • Iw u y U J w y U H z .Z. w W EXISTING ASPHALT - ~ 20. OAK • u ~ 0 i0 1"~ ~ y ~S ~ 0 9 kh ay' h + + + Hy. - 01 + - y6• w~a~ 4a~o ryry ~ ~0 1h +a a1 + ~ o ary. ' _ ~ 22. OAK I I _ 0 8'/14. OA p ~ T LAUREL S8 I!' OAK l ' ~ y ~ 48' EAR 20' OAK Ay pP9 ^ 9 + + + +p1'' 0 by. + b6• 4a~ ~ary• aryl` a'`ry~ B' LAUREL - 5' LAUREL $I~ T LAUREL T LAUREL 5' OAK psi ! ) C? x 1 ~ '/24. OAKS x T/T LAUREL p f 0 ~ ~ 14' DAK 0 5. OAK p 1T OAK 17' DAK 7' LAUREL 3'0„.'~ ~ry ~ x ry/ 1y 0 EXISTING 6' CHAINLINK FENCE a'0'^ PR PERTY LINE + - - h1 G bg N,89'03'S2'W, 265,16' 1y~' + ~ h ~ Oh aryy+ / ary9~+ p~IG~~~~~1_a EXISTING ary APPROXIMATE LOCATION OF GATE VALVE " EXISTING SANITARY SEWER MAIN EXISTING FIRE HYDRANT EXISTWG ~ 0 a 1 SL phi ay1 yh MASONRY 90 0~• pp. + + + + + EXISTING ~ a~'~ i r '`1 ASPHALT ,,0+ + +av pN ~ aryry ~ ~ APPROXIMATE LOCATION OF ~ by. - EXISTING 12' WATERMAIN EXISTWG ASPHALT r - 2005 ~ JAL ~ ~ I______._...~_.. PLANNING & C~~~1~i SFr_ _r,,i- _ _ ...~i CLIENT: PROJECT NAME: sEa i5 TWP.?gs RNG. i5E PROJECT NO. DATE BY REVISIONS 02003 b NUMBER Englnee DRUID COURTYARD A" R'gn CLEARlNATER, L.L.C. THE C ~ ~ K TYA RD 03-i46o The eTTa - 1992 SOUTH MISSOURI AVE... SUITE 106 herein ai 02003 by Professional +BY : PVS SHEET Engineering Resources, Ina DRAWING 7YP , %A , -&Y,''W; GMc NUMBER All Rights Reserved CHECK D;; B;1,: PVS The arrangements depicted bA T 00 ; 15 - 2 - 05 ? PRELIMINARY herein are the sole property of Professional Engineering CONSTRUCTIOt$ A%•13 ~ SCALE Resourc EXISTING CONDITION PLAN be reProi Resources, Inc, and may not PROFESSIONAL ENGINEERING RESOURCES, INC. i14 ,9 ch be reproduced in any form ? RECORD 6 without its written permission 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 CLEARbATER, FL. 3,3756 1p2~without CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727 576-2007 F? U Y+'~SNERMA,R G. NO. 35628 nmu 'i 1 I _ C. FRED DEUEL AND ASSOCIATES, INC. - ° 1620 FIRST AVENUE NORTH FCM ST. PETERSBURG, FLORIDA 33713 NO LD. TELEPHONE:(727)822.4151 - - - - - - - - - - - - - - - SEC. 1.5 , TWP. 2.9S., RNG. 1.5 E. ~EI~TIFICATE OF AUTHORIZATION L.B. # 107 - - - - - - - - LEGEND: A C NDITIONER o ~PD LOW PREVENTER DEVICE g A T ct' I II~WALL . ~ ALT ASPH NC. EP1T h~ _ 0 ryp gyp. SANITARY MA BH03 NAVDBS ~~0 6A 1p Al ~0 ~'L ~0' T.B,M.N•RIM~ tx S"89'0352" 2 ~ ~'S txry ~ - r-- ~f~~~~ ~E.P• MENT OF ENVIRONMENTAL PROTECTION - - - E 95.16 _ ~ - 39.`00' - - - - ION 4 A •F~ R - - NW CO ER OF SE 114 (0 ACRE LINE) o ~ NORTH LINE OF SE 114 OF SW 114 OF SECTION 15.29S•1 ~ vAo 11 990c~ OF SW 114 OF I OsANITARYMANHOLE 5E '9 ~ off' R CORPORATION- SECTION 15.29S-15E T.B.M.N.RIM=48.03NAV088 yAl ,S ~ ~ o A RW DEED A (O.R. 3504, PG. 659) A ~ .Ae SIR 112") M F so t>'AA Rte' s A ii:k: ~~~x'+ro•~~~~. c. LB 107 'S~ s o s :•~;f. o k 2'CURB&GUTTER ='9'~''~~,•~•'~e~• d .1 11 5 •':u> yq".:.Ctrs M WITNESS S :~k"r,.i ~ GAS O GATE VALVE 0 ~ e~ ~ ' ::::rSTDA^,!.~,~q~ ~ 3 SOUTH .PAINT RECLAIMED WATER METER S¦89 ® POWER& OTRAFFICSIGNALBOX ,;;kM1,;~.~~titti~+, ri C USINESS 3 52 E. 265.16 W N o ~ s,..,•.ti•; !~i a'i ,.,:.ir•z a^y:it.t•;: '~'1,.~iy+;:,;ir; r;ti ~>i.'i^!tk~y`?:"~Yr: t2.•c~h'r• .+a:r:.°;•. c t^• ~ W.L. A WATER LINE I I\~ I 01 >'..w.ri'r: LIGHT POLE ..N. •ti4:, if w.~,4i Yi4??,.1,0. ' !+K'l~l.'~gi .}ra fY. "A":'.~v.•+::tf=:. v sr. , ~ir~:: I ~ 4.":t$rT',J ..j V:~:Y•~.^^Y °L."Fi~t`..Y, nr~r: •Yn.l;'y ,tf. er+ ~:.n:N: tr•:.,r4'. t ,f. "i:;s .a P:`ti.•e..r POVYER& :L.r.L~:. r!t,t `iM1'•• iro ut~•, Jam. .'E:K'.i 'L'>,t. vn}•v,.• ..1..y. .A= t..`~Si":Nt~T•.; ,I:C: h.}r?:.alY?j..::T! r1? :R& DDGWEIORDEESTICVERTKAL DATUM U ~.I 30.0 ~ .;•.k~..• ; t.. t ' . 6,7; TRAffIC .1•~•;- LIOHTPOLE ,t~~ SIGNAL 8" OAK 4' CHAINLINK FENC ~ r Po~E ..B. OF CURVE D BOOK ' POLE h~ 16" PALM 22" OAK 0 12" OAK 11" OAK 16" PALM os' CLEAR - - - - t'' TRAFFIC ~ h~~ p~Lry ' FCM 3'°x3" GATEV V ~ ti SIGNAL , ~ ~ 20 RlW EASEMENT (O.R. 3504, PG. 660) ~ NO I.. ~ ~~~~c~MENT 0' 20' 40' Atf PAINT BOON LINE s . ~..k ~ WITNESS ~4 ENCY °s~,z~ ~ ~s.;,, s " 3' SOUTH ' T,B.M,=45.87 ?w;;: - - "i NAIL & DISK w - - - - D E N OAKCED CONCRETE PIPE SCALE: 1" = 20' EAST SIDE ~ I ,:ie ~ - WOOD BRACE POLE w OF WAY .;kr .1 C: A Y ' ? J z %;M Q EPARTMENT ~~.~s'a U O :''~4v ~ 'S. F SURVEYOR AND MAPPER'S REPORT; N' ,n P. ~ 1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED. I r y.~T• V T WERE FURNISHED TO THIS SURVEYOR AND MAPPER, EXCEPT AS SHOWN. ..s I D SECTION 3. ELEIVAT ONS ANRE SHOWN OHUS XF0.00 TING EASEMENTS RIGHT OF WAY, ANDIOR OWNERSHIP L RON PIPE 5. THE LOCATION OF UNDERGROUND FOUNDATIONS WAS NOT DETERMINED OR MEASURED ON THIS SURVEY. N N. 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. Sf; v ~4ti. ~ 10 PALM o ~ A S P H A L T I - 9" 0 ,f a,;• 15"PAL ' 1 'OAK ' 7 V > i a~ n :rr. _ ~ ~;;;r ~ 7" OAK 12"OAK ~ ~ •Y:y a 18" OA w > ~ tD ~ NI~.`•ixTELEPH NE r t ~s~ 5c° POLE N ~ ~ pry' ~ 01 ` 1 ' QQ 0 18" OAK ~ ¦ ;~.w 'L y - Ill ~ d' ~'"n b'l' ¦ ~S I o 13" PA ~ ? M 5 OAK Q r ' • 10" DAK Q ~ © .~M _ Q ~l/ 0 .,u•L ''ri 14"HB"OAKS Q - Z GTE S" MAR ® I POS ' ~ M 16" PAL rK• ~ O - .it ~ h~ ~ ~ 9"' OAK ';n• ~ D~ b• 1 p 6, I- ~ ~ gyp. of ~ ~ :-i:, 0 ~ v~ W ; ~ 's s N yRS 6"OAK • ~ S 9) ';;;`.19"OAK W y. Q N N ,ti ~ ~ N r'."".: f` L';: 16" PALM n z ~ _ t~ O ~ ~ w v .w.,;. ~ N I :4•" ~ Z ,y IL d. 2 ~ •ra; ~ O20" OAK _za N f, s• 2 f7 LL i•`, •~7 . a• 1~j1 p ('J w ~ S N:ti ix ~h• 1 y : p'h• ,y4 ti 14 h ~ ~ W ~ti p 'r z y n; W ~ ;„,a Q 22" OAK `N~~ J ,~~v V 4ir'•: F ,t4 viY 10 Ya'e `~i 18"114" 0 KS :y,- cr' A sr S~0 '~dr O T" LAUREL - ~y h 11 OAK a, ~ ~h• 48" EAR +L 20"OAK t~:?} J J rC. : b v T ,F • ~ nth o ~ 8" LAU y 5" LAUREL 1 5" OAK G 16.0' ~ " ~ 7" LAUREL 7" LAUREL p 0.3' C EAR 6' CHAINLINK FENCE a " " 717" LAURE , ~ . " 5" OAK 17" OAK ti 7" LAUREL b ' 3D.o' 4 !24 OAKS 265.16 ~ 14 OAK ~D"• ~ ~ ~ ~Q R 3.3 Wf "':y~ a „ ~ 0 D.3 CLEAR 6' FCM 3x3 pt GATE VAL o ~ ~ ~ 12"112" OAKS ~p~ I FIRE .T NO I. h~ N. '03~ "tlY. ~ ~ h n : ~o• 89 52 295.16 1 ~ ti• FCM 3x3 v j~ k A ~ x. ~ ~ti' NO I. . 1~ by 1ST. o ~ ~6 ~1 ASPHALT yo aRi~ s - ~ ~ ASONR ~ot• ~ ~~~q • - ~ pry dry. ~~ry ~ ~ . ASPHALT ~ 1 r r ' ~ ~ U i w ~ ~ I~.~,4. i pIANNING 8 DEVELOPlr~F~11 I EEE SERVICES CI`i' Gr,c~,,, IIFSIGNr f~ ~ d ~ 0 A h r7 T n rr~rn ~ L7 Y ~A Tn DIII''JJ ~ DT~'T/Y C FRF~ IlFl1Fl wnaU Hance nin Anna-~~-~ v x o L V C/1 V 1/tY! L 1 cx 1 C/1 V UY byll 111 u - 9 'mGo DRAWN: - CONSULTING ENGINEERS • LAND SURVEYORS • LAND PLANNERS S4 T R TTn V DATE: 4-20-2005 l + V f~ 1 SCALE: 1 20' o CHECKED: ST. PETERSBURG • ZEPHYRHILLS CLEARWATER RE # DATE REVISION BY REV.# DATE REVISION BY CLEARWATER FLORIDA FLORIDA SURVEYOR'S REGISTRATION NO. 827 FLORIDA ENGINEER'S REGISTRATION NO. SHEET NO. 1 OF 1 Pick Hole `a 4' Drop at All Drives 4' Drop at All Drives L2 $ 1-1/4" _ 2'R . 5' i' 6• 2' a Wearing 5/8' 1-1/2'R Wearing Surface 3`R ~ Surface A tiyo F; ~ I , ectt 6 Min, 4 Required 6 r Construction Joint A 0 tr ::!s:: ~4.': • ~ SECTION A-A o~ a 1 o- ~ 0 ~::;;P; ~ \ ~ Permitted (Typ) ~ eyy •~`g , 9~ ~ o. ~PRWq~ d •r -L NORMAL TYPE I CURB of 3 Ib 9 3 rn / :~•..•.G~ a / •':~•p;~ SECTION -SEE INDEX 101 tl Y ~ . :•;:•:.•,.•;..~,.••.3/4'R A 6 C 6"R (Typ , V ~ V ST 0 RM Al o s. / a ~ .•,Q.; Base 2 , ~ tl Base / / ~ 2 ~ ti o~. . j 6; 24' Co'rl~acted RING -HALF PLAN SEWER ? Non Skid Required ? ? ? ? ? Pattern i • Corlpact.ed . Sub~rad'e a Required L ?F L p,? .6~ . . 7~. ..Subgrade . ~\~.\\~I~\>'~\~r~\~\/~/~\ \ - - \'T\'/~r/-\~ \ / 0 36' , ' \ Limits of concrete Swale NOTEi Concrete to be 3,000 psi, with fiber mesh reinforcing, . ~ ///,~//r.//./ \ • Limits of pay quantity rlnforcing, ` ~ 23' 2-1/2' min 2 min ~ /r~ //~//j. NOTEI When used on high side of roadways, the " M 21' SGLID COVER cross slope of the gutter shall rlatch the 2'-8" iu cross slope of the adjacent paverlent and PLAN N Machined Surfac . N . .~i - GHT CURB ell shalt be 6 unless ~ ~ m ~ I STRAI the thickness of th p - ~ to ~ ~ ~N otherwise shown on plans, 1' 4" ~ ~ a ~ n, IN ~ (h L TYPE I CURB ~ -L ~ _1 _ NDTESI '::,1:•;:.•,~:.,~•.,~;. _ 3 $0.ck of Curb L There shalt be a 1/2' seal joint between back of curb and driveway, SECTION B-B 5 Continuous RING - SECTIGN Machined Surface ` ll a 3000 sl iv ° 7_3/4 #3 Bar ~_i/2' #3 Bar ~ Construction Syrtrnetrlcal 2, Concrete 1n curbs she b p ~ a #3 Bar MinIMUM Weight 7' 232 lbs, ryPl~al 9' 278 lbs, SLID OVER SECTION About Drlvewa C with fiber rlesh reinforcing, TYPlcal Typical - ~ TYPE A -TYPE C SECTION C-C NGTES MlniMUM Weight 128 tbs, 1, Where roadway base Is 8'~or thicker use 9` ring, a Wearing F0.C:G of ~ Surface CITY OF CLEARWATER, FLORIDA NOTE CITY OF' CLEARWATER, FLORIDA CITY OF C Curb CITY OF CLEARWATER, FLORIDA all other cases T ring Is.perMisslble, CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION Sub ct to Cit En lasers a royal. PUBLIC WORKS ADMINISTRATION PUBLIC WC ENGINEERING Je Y 9 PP ENGINEERING E / ~RA aN Br DAre To be used only in unique situotlons. REDRAW ev CONCRETE SWALE ~ ~ a PUBLIC WENGINEERINGSTRATION 2, Manufacturers model of storM ring and cover to PUBUC WORKS ADNINISTRATION NBMtA o er BAn: be a roved b Cit Enr~sneer, ENGINEERING 3 TRANSITI©N AT DRIVES Nova B/~t IaDRA~wE Br aEa®er TYPICAL CURB CROSS BroEK ND, a¢aan er DETAIL amEx xa f +fa/a2 R,x Nola RG atEatm sr W t 4/0/02 Rer, xaa RG vds• SECTIONS 101 TYPE I CURB 108 al.~s• No 7~ PP Y Y 9 BEDM o BY OA7E G CHECifEDBY WHEEL STOPS wB~cNO. 3, Perforated covers,.when required shall be slMllar NcNEacmo BY STORM SEWER 3/00 REINF REV. DA1E DESaaPDGV App, Ot9CNtD BY REV. OAIE DEDaiPDa! App, DF90taD BY 1 OF 1 ftFl. DAZE D6CPoP110N APP, aE9dla) BY oEai~'m BY REINFORCED CONCRETE n7 to solid COVerS, vd's• MANHOLE COVER rsra NB, 4• 1 OF 1 PEV. OAIE DE9CAPnp7 APP. D6tONkD ~ - l 6 1 r 1' at All ~ • i 1 Drop at Wearln mn~ w NotE: wings only Ir Drlves All Drives g F ,ova ~ a' Trenelaon sides R Iro. Remove Curb if Existin Surface Qo°0 ;st~,~s`'~ Exist Conc Drive See Index No, 201 , ~ ~ Wearing 3/4'R ~ lti~~~,,~ NANDICAPPED xcN .a: ~ • • • cr Surface ~ Back of Curb Max Slope p 1° ~ 1" 1~ Max Slope ~ f ~ INDEX xo. nB A , Clay Dr CeMent Varies :Q;I;:••:••:••:~•:'• m~mteleeeNeis&'Ore- , At TerMlnal Brick Masonary I \ '~4: ~ o+ . :A:: I CONa WAllf RA11P D wN CQNC. WAllO % • ' ~ . ''~a:~ Base ~ :o r Base v 2" Ex ,Joint 1/2" Exp. Joint e • / ,d;;,.;?:•• Q. ,d a 1/ 6' SEEINOEIf N0.10D Manhole / • ' ' • TYPICAL DRIVEWAY CR05S SECTION b rode. ~ ' • ' 6" • ' • '12' ' • . •12' • ' ~ Pro art R.O.W. Line ' . Coripacted Su g ~ ' . Coripacted / S7PoPEE~ACFµjetuE Bs'rtaa~l~l u~xtu>E rP~ )'~'E \1 HottoM D s / r~7/ ' ~7- ' • ~ • • 'Subgrade m Cona Sidewalk A o A Corbel U a /i\///~//i./ ~ ~ ~ \ D PLAN VIEW ~ ~ 8' 'D' Min, 9' ~ a NDTESI maTTtcwxl~ Ea - MODIFIED CURB \ / 0r To Suit Plpe . 1, There shalt be a 1/2 VALLEY GUTTER CURB ~ R 12° 12' seal joint between ~ 0 0 4' Min Residential Street 1' CR R s• smoxE back Remove Back of Curb an State or Vertical Curbs with a vertical Saw cut 0 5' Min Arterial Street 2' CountyR lrn'Iau) 'E' 5' i' of Curb and driveway, or Remove entire Curb and Replace as Part of Sidewalk Ramp. Mai m - 2, Concrete in curbs shall y 1-3/4 R 1/4" per Foot 1-1/2 R 9 9 Modified and Valley Gutter Curbs #3 Bar be 3000 psi, with fiber 3/4'R ~ Join exist hack of curb 6' - r In , Wearing •.r,:.':: a'_o• Cont. ~ Wearing ash relnfo c g ~ Surface Textured surface • Square BottoM }::.1:;;.~;::::~: d~T>:?: • i,. - / ' ~ •Q~ ` Surface / :a;:•,. 1" 1©Max Slope Back of Curb 3000 psi canc 4° thick. Constr. 6" = u) r., ~ • . • • thick at driveways with 6x6 #10 NOTE: ' . • ~ \ L welded wire mesh. Sea note 7. PerMitted • ..~,•;.•;.A•..••.A.•••.•a•••••:a• s NOTE: All pavement mark! j ~ • Remove to an ~ /''••'~•':•'D•''' 1/2" Expansion Joint even ointor sawcut All pavement markings to be thertnapiastic. PLAN SECTIDN A-A ~a l ~u{{ / / \ \ ....d~:~~d~; Base - / SECTION A-A SECTION B-B ; 1r-°' #3 Bar, 10' Long, • Nabs: A B C D E F G Shallow 0'- 4' 2'-6' 4' Max 3'-6' 24' Max 8' #3 at 12' E,W, / r\ COM acted SUbgrade 1. Provide todad JomW at dletaneea matching the width, Also 8, Ramps ahae have c tactile eurfaw, textured to D depth not _ r\\ BQSe p place exponslon joints at driveways exeeading i/8' byy use of tamp or rdler In conformance with Standard 4,1'- 6` 3'-6' 6' Max 4' 30' Max 8' #5 at 10' E,W, / 2 If some physical obatruatian exbla which prevents the plaaing requirements of FDDT Roadway and TralDc Design Standards, / of sidewalks as shown, contact the Englne~ing DlMeton for Detail 304 or moat recent madl8catlans HANDICAPPED STALL D ETAIL All Dee 6,1'- 10' 3'-6' T 10' 4' 48' Max 12" #5 at 10' E,W, _ ; ° , ~ MEDIAN CURB altamate Ioeotion. - 3. Wooden and other eDDCero w01 not tro permlttad in ekJewalks or L Deep 10,1'- 14' 3'-6' T 14' S' 48' Max 12' #5 at 10' E.W, - / led Sub rade• drNeways, CoMpae g• CITY OF CLEARWATER, FLORIDA 4. No eootinge of any kind wpl be permitted on concrete CITY OF CLEARWATER, FLORIDA CITY OF C / sidewalks or drlvrowaye without speclOc approval of the qty PUBLIC WORKS ADMINISTRATION PUBLIC WC PUBLIC WORKS ADMINISTRATION Engtnear. • - a 4/e/°z R.~c xoue ac ENGINEERING 5. All wnaete shall be JODD Pei min. 0 28 days, with fiber ENGINEERING E PUBLICFWORKS ADTMINISTRATIDN NGTES ~ CITY OF CLEARWATER, FLORIDA ENGINEERING 1, All concrete to be 3000 PUBLIC WORKS ADMINISTRATION PEOINVMI Br BASE ENGINEERING ' p~R~ wx to - DA>E mesh retnlorotnq. z t/OS odGd ante OY TYPICAL SIDEWALK °A1E wt er NOVO ]/92 8, Canasta .v;rfatt to be Ilght broom finish. t 93 pECIQO BY TYPICAL SINGLE a~x ~ p.s,l„ with f Iber Mesh ~ ~ BY sioo PIN / D G W E L L E D CURB ar¢aan BY TYPICAL CURH iNDIX xp, 7, Caaete i+r:veway conauuctkn shall ba 8" thick w 6x8/tOxta t tt/w momAed sea at ,MR ate DY CONSTRUCTION AND NDEx xa aEaaD ar TYf t ~/a/oz Rev. xota R.a vd,s, CROSS-SECTIONS 101 welded wire mesh rolnforeement. LO'J' RAMP DETAIL 109 Ne• HAND AEY~ DAff DFSatlP7iDN app. DE,SICNED BY 2 ~ B REV. DALE DESCIUPRON ,1pp, OE9CNED BY REY. DAZE DESaupnox ,+pp, DE9CNED BY em HANDICAPPED STALL ue reinforcing, 4/B/BS B.r, N,+„ Ra ~o®BY STORM SEWER ~ NQ BE9CNED BY BY MANHOLE DETAIL r• rav. BA,E Brsnwnau APP. ff FDDT Type S-3 Asph. Conc patch If this point ' to be 2' min, thickness or match is within 4' 4 Ali CONC. SIDEWALK i existing far thickness In excess of an A Match Existing If Grass Plantin or Other 5' Re • Non-Welkin Surface x of 2` exlsting ~ 1h)h eldsAl( Existing Sidewalk g s as-\ R = 1/2' (TYPJ 6' R = 1/2' (TYPJ 4' Mln~ Joint,. then ~ pI ASPHALT Patch Resurface full Monolithic Slab replace to leAAl Sl, width of street on the Joint, S ~ Grass Planting or Other - PROPOSED SOD • / 3 000 sl 1' _ T+2 (B Min, Replace Bas ton Itudlnal P 9 Eby Non Walking Surface cave wauc RauP oosN RAMP DowN cavc. wAtx ! Compacted ns a a ons Fiber Mesh ~ 4,/5, SFE WDIX ND. k0D SFE IN~E1t ND. 10B ~ ; --gfit oncre e ~ RAMP CURB 6' 6° 6° Vertical Curb in Transit(on dQ . 2 , 0 s~o - - - 2' TOP SOIL . d as : . Existing Concrete ~Q'~.. ~ ~'Gf• vo ~sr ~ • xEOE maErlc Btu Replacement s smIPE (tmlca.) STNIPEE(1~YPI~CA1.) BLUE Q . base material Undisturbed Exist rtcr o~~~• TPArEicwNrrE shall be Base °sy e~ '~%PS G,p~` Exist. Type I Curb Remove Back of Curb Fiow L(ne • - • 7 + ~ approved by W W mc~ s~,o"ial ~ if Existing 'i + s' u1oE mAPRC the En Ineer 1Z' Trench 12' 18' Trench 18' ~ 8' N1BE 7RAFFlC YMITE 5BtIPE (TYPICAL) d : ' Q G _ , I~•: 6' 6' •y ° 9 STRCIIE 5RtIPE (T17NCALI r r c e Mln, Width Mln, l~iv ~ b Prwcu) 1.s, R# Y Width ~r ~ t 2z varies varies RETURNED CURB RAMPS m #4 REBAR 6' MINIMUM CEMENT STABDLIZED BASE Undisturbed Trench ~ ndisturbed Trench Slde If "x" Is less than 48" then ' 150 TO 250 PSI @ 7 DAYS, 96% T-160 6' MINIMUM CEMENT STABILIZED BASE OR 4° MINIMUM TYPE ABC-3 ASPHALT Compacted a Compacted the slope of the Oared s(de - Backflll Backfill shall not exceed 12:1. B'- 150 TO 250 PSI @ 7 DAYS, 96% T-180 .4 d • OR 4' MINIMUM TYPE ABC-3 ASPHALT a• ISOMETRIC VIEW - T=Thickness T=6' until W • exceeds 6', then VALLEY GUTTER CURB of original CURB DROP CURB s ' Base T=8, CONC. RAMP TRANSITION CURB TRANSITION BACK OF SIDEWALK z' (tYPICaE)~} ' 6• ~ z Textured Surface t - '-o• t ~-o' i D CONCRETE REPLACEMENT ASPHALT STREET AN , ' DRIVEWAY REPLACEMENT REQUIRED FDR UTILITY - _ • 4„ REQUIRED FDR UTILITY CONSTRUCTIDN - - - - 'd. ' ,2:,MAX. HANDICAPPED STA LL DETAIL •AI~ CONSTRUCTION FLOW uNE . ELEVATION A-A NOTES: SECTION B-B NOTE: 9' MINIMUM STABILIZED SUBBASE, LBR = 20 AND COMPACTED TO 98% y 1. Ramps are designed to the All pavement markings to be thermoplastic. - CITY OF CLEARWATER, FLORIDA Uniform Federal Accessibility Standards CITY OF CLEARWATER, FLORIDA CITY OF C - PUBLIC WORKS ADMINISTRATION to comp)y with the Americans with Disabilities Act. PUBLIC WORKS ADMINISTRATION PUBLIC WO OF MAXIMUM DENSITY T-180 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION „ ENGINEERING 2 Ramps Shall Hove a Tactile Surtace, Textured to a ENGINEERING E pmpAwN ar STREET AND DRIVEWAY DAZE Depth Not Exceeding 1 /8 by use of Tamp or roller E ~nfros irk vk. rwM RIDRAAN DY TYPICAL SIDEWALK °A7E xx er ENGINEERING Ak9RAXN BY 5/99 ~ Novo 7/9z P.W.D. 1 B3 AG in Conformance with Regwrements of FDDT _ 1 4/4/200'1 ~,8, aF.aacLm&Br REPLACEMENT FDR u~ xD. Roadway and Traffic Design Standards, Detail 304 1 vss Added aoa ae~ er CURB CUT RAMPS ~NO, a+Ea® er TYF CHEF ~ HANDICAPPEDUSTALL w~NB. DESavm er CONCRETE & ASPHALTIC Or Most Recent Modifications cis BY PHYSICALLY HANDICAPPED oEacRm Br HAN? AEV• OA1E DFSdaPRGN ApP. F REV. DAIS DESCfapnDx APP. REV, DAZE DFSa1PDON APP. P BE51GNB7 BY 0 i } N d ¢ L L ' ~ n s R/W Typical • Ex, Sidewalk H ~ a+' L12 ~ y 3 m STANDARD PRE-PAINTED A e R/ T W Ica I b Y P 1 ! SO DISABLED PARKING SIGN q Max ti ~\v`~r¢T MO,X _ ~ WHRE BORDER ~ ON 1/B` THICK SHEET Construction Joint A ,30 o Q~ ,,;i , ? 1.0 Typical &SYMBOL ;3J' ALUMINUM • : SECTION A-A Permitted (T ) P~' yy {4`1 ~•e ~ - - - BLUE BACKGROUND YP NORMAL VALLEY GUTTER CURB yo PropOSe ~ Sidewalk Alternate ~ SECTION -SEE INDEX 101 Slope A PARKING BY - 9 Access ~ Width Varies Access Rout BLACK BORDER m A C 6'R cTyp Ex, Curb ? DISABLED ~ Propose ' ~ & LL~TERS PERMIT ~ WHRE BACKGROUND ONLY Bus Stop Pad W 4.0' Wlde Min, LU 1d2 Max, Slope ~ ' f ~ - ~ ~ 1.' BLACK BORDER A B c SECTION A A I- c $255 FINE m N • ' S' Mln• ~ & LErrERS F.S, 318.14 WHtiE BACKGROUND - N,T,S, Bus Stop Pa oD Z ~ F ~ Curb Bus Stop Slgn-...~ ~ ~S Llrolts of concrete Swale ? d in • Llrolts of pay quantity ~ 1° SERIES "C' U 2" HOT DIPPED GALVANIZED NDTESI A STANDARD WEIGHT STEEL PIPE PLAN z' 1, Bus Stop Pad may extend from exlsting curb to or through r.._.. ` - ~ f ~ J the alignment of exlsting sidewalk, • n•,I I a' r 1' r+`•': F,`, a i::.':`,i•,`.• • 2, The Hus Stop Pad will follow the same slope and will be ,•,`:';;i.`•':' , I Ir i•;:';a•,`•'; • flush with the back of curb, l ~ ~,l ~ ~ I 3, The maximum slope across the long dimension of the Bus Stop III- a: , d: -III B'X2'-B" CONCRETE MASS. n ' ~•~D ' ! ' n Pad (er endicular to the curb) must be a maximum of L50, BUS S T ~ P PAD - ••a:l I .s . 7: - P P FlNISH TOP OF MASS LEVEL ;,r..,,.. 3 When field conditions do not allow a L50 slope, the minlmum feasible NT,S - • I IP WOHASUGHTRNSEDWASH - ~ 4 #6 Contlnuou ~ slope shall be provided, not to exceed L12, I _ , 'I I , I- r SECTION B B ~ ~ APPROIQMATELYI/2"ABOVE ; iu 4, Paved access to thE~ Hus Stop Pad from the sidewalk - . •:I Ie • - e LEVEL OF TURF/SOD. must meet City of Clearwater sidewalk standards and ADA a• I I a• ' standards with a maximum slope of U12 and level rest ~.°'u ' SECTION C-C sto s no more than 30 feet a art. Location of access will ~ m ~ PLANNING & DEVELCP~~rrv~~ ~ ,Y _ be field determined ' Slope of parkway urea adJacent to a; N~TEI Bus Stop Pad will be field determined '~0 ' ' CI1Y OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA ~ 8~ • CITY OF C I SERVICES CITY OF CLFARV~~'• CITY OF CLEARWATER, FLORIDA „ Sub,Ject to City Engineer's npprovah PUBLIC WORKS ADMINISTRATION 5, Bus Stop Pad shall be a minlmum of 6' reinforced concrete the PUBLIC WORKS ADMINISTRATION 6 PUBLIC WO ENGINEERING same as concrete drlvewa s ENGINEERING E PUBLIC WORKS ADMINISTRATION i I ENGINEERING , To be used only In unique situotlons, ~ er .CONCRETE SWALE DA,E Y ' Rk7NaNN eY DAEE RED wx sr ~1ovo DETAIL I TYPICAL BUS STOP a/95 ~ TYPICI BFOAANN BY BALE aiEa(ED ar txoEx xa 6, Bus Stop Pad shall be centered as close to lot !Ines as posslble, alEpfEO NoEx RD. t t2/00 uPaatea Fti. µa t21EdfD er ` VALLEY GUTTER CURB 107 Existing bus stop signs may need to be relocated accordingly. a4rot NOTE s RFN ~wru~s, ~ PAD DETAIL 109 H A N D I C A P P E SIG N'a' S _ RtV. DALE DLSpiIPRON APP. OESpiED BY Etk1: DAZE D6am+TaN App. D N D E TA I L REV. DALE. DEapaPTON DFSGNED BY cNEafD ~ TYPICAL HANDICAPPED s/99 B BIOEK N0. P BFSGNm BY SIGN DETAIL 1t9 - rr..i. 3 OF 3 1-.__.___...--- M.G.R. LOF1 I _ , rK, _ CLIENT: PROJECT NAME: SEC. 15 TWP. 29S RNG. 15E PROJECT NO. DATE BY REVISIONS C aooz by ®2002 by Professional DRAWING TYPE t y'' PVS SHEET - , NUMBER Engrneeri DRUID COURTYARD Engineering Resources, Inc. NUMBER Ml Rights All Rights Reserved = CKED BY ''<r DVS ~ 5,-2., The arrangements depicted ;)4tE',1,5 05 ? PRELIMINARY CLEARbdATER9 L.L.C. THE C.;L)Lftja`7-~~ KLj 03-1460 arrarj ~ 1112 SOUTH MISSOURI AVE., SUITE 906 herein SCALE Re o TCe be repro CLEARWAY€R, FL. 33756 PAVING, GRADING AND DRAINAGE DETAILS N.T.S, without = herein are the sole property IP IF L of Professional Engineering ® CONSTRUCTION Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. be reproduced in any form ? RECORD A,' .646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 AU P Z :12 1 n V: SHE`;WMA,REG. NO. 35628 "U; - Q Fibrous Filter (Mlrafl or Equal) Material Cap ~ p• • 1 1/2' PVC Secure to End of Pipe Weep Pipe 2' Varies ~ e 4 Slope ~ \ Down . 4'-B" tig / / 6' MINIMUM CRUSHED CONCRETE (GRADED AGGREGATE) 1 Tle bean with • ~ 0 ~ 1-#5 rebor MEETING F,D,O,T, SPECIFICATIONS 204, ' ' SO ~ • 4 4 - - - - - - - - contlnuous 12' MIN. ~ ~ ~ , f~0 0 ( f- - ~ ~ I 1'c' swing gate / DIAMETER OF PIPE 1.50' MIN, ASPHALT CONTRACTOR TO ENSURE THE CRUSHED CONCRETE PAVEMENT. TYPE S-1 IS FREE OF DELETERIOUS, FRIABLE OR ORGANIC \ In 6 x 6 10/10 e ~ Relnforc 9 0 ( I clearance rain, (typ,) 12' MIN, ~ ~ ~ / Welded Wire Mesh I ~ 6' dies, steel ~ I ~ MATTER WHEN IT IS DELIVERED TO THE SITE, T~ ~ IT SHOUD CONSIST ONLY OF CRUSHED CONCRETE I bollards I / ~ 0 cone, Fllled (tYPy 0 I / ,PQ.Q ~ ~ a" ~ BR CKS) pgEE~E RIICKBATS (BURNT, RED-CLAY, Toe Wall At To Reinforced Gunlte Llnin 1o'-B' I 1-#5 at 4' 1 p 9 Granular Flll I I u I I & Sides Approx, 12 Deep o a,~ 6' ' drop center / a~ I tJS no I • pin ~ti~~ PONDHSLOPENTION , -III . . -Jl~ .9 Na I / (ty . ~ . - _ WEEP PIPE DETAIL I 12' I I Gr ~ P ode / ;ti, Max clearance nin, 1 1/2 Dla, Weep Hole oo ' " Typ, -See Detall ~j~• • I I ~ s" ~~\~~\~i Ing gate 8" 3000 ps,6 concrete slob ~ ~ 4' I i I YP• with fiber mesh relnforcln ~ ' • , ~ ~w Min. 8'x 16' concrete g ~ I - - - - I footing -nonollthlc, nln 6' ' , ' .Q • .4 ~ I-~=~1-~r • . w/ 2- #5 rebor (t ) thlckness, 6'x6'/ 10x10 ~ ` vs Tae-Aprox, 12'-18' Dee ~ ~ yp' W,WF, • ; , • 0 ~ w: • • ~ as • . Q• . . PLAN . ~ drop pin ELEVATION • \ hole (typJ ' TYPICAL SECTIENir` r,s~ ' #31 / 'd • G • #3 REBAR •/I~ v i 4• 3000 PSI CONCRETE FLORIDA ~ C F ATER F ORIDA DOUBLE THIS DIMENSION - C11Y OF CLEARWATER, ' 4 . (AT 28 DAYS ) 9' MINIMUM COMPACTED SUBGRADE - _ PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION FOR TWO PIPES ENGINEERING ENGINEERING AD]RANN BY DALE DAANN BY DATE .d LBR = 40 AND COMPACTED TO 98% B.V.D. 3/00 2 a/te/a Ra. Notes avs, p,A, apes, aaaaD BY PRESSURE CDNC, SLOPE t 4/0 oz Rn: Nola Ra atE~ aY DUMPSTER ENCLOSURE ixorx xa #3 REBAR OF MAXIMUM DENSITY T-180 / ~l~ NOTE ~ TYpIL Oil-SITE Dma+m er PROTECTION DETAIL ~ oEaafn m SINGLE 101 RLY DATE OEaCftlP710.Y ARP. 1 of 1 PEY. DALE OFSdDP110N APP. T 1 6 J ,C.S• CUT PVC PIPE TO MATCH SLOPE OF BANK SLOPE JOWT PAVE EST SECTION IrMDt 16'i1M • r- ---0-----0-- -~---T 12' ION, @' MDL I I 4' 1@L 4' NDL 'If' iisi; ( I 6'd steel pIpe 4' MDt 4' Imt I 6' a7a, Steel ~ I I~':;~,:'''I t'<ii~„'' ballnrds m~ I bollard, filled JDWT WRAP, ''.,~i~l'• ( ~ cane Fllled (typJ 0 a o I • I trafflcreellowpalnted SEE NOTE I i'i i;EiE:::IR'i'^:*fi fl4 iii li ii!si7i~iir:':;?; i` SPRING UhE 10'-8" ( PVC PIPE LL ET I +9iC~i:^• , EN? OF FILTER FABRIC STRAPPING, i;i~;'~liii !~i TO BE MDUFIUM 6' CQnc, Slab 3'-6" . SEE NOTE 2 Ali" •I'• OVERLAP I ' I 18'd conc. ft , ~:::E::ssl; ( II"``"`!: I"" l!F 12' BELDY SPRDNG LINE , n 9 iili~ ~ 3 -fi crown to of ft , cDNnutr JDmr 12' 12' P 9 ROUND PIPE 48' tear c n ce clenran e n I _ sEE nEraa, HELDw max i!ii's: ~!'ii 00 00 ; KEEP WRAP SNU ,H~ I I ~ '+I • AT BELL AREA I Swing grits JQINT W/0 BELL JQINT W/ BELL I (tya) , (SHOVING FILTER FABRIC) (SHOWING FILTER FABRIC) GASKET(S), SEE NOTE SPRWG LINE I 3'-O" I ® PROPasl:n F PROPOSED 3'= R ' PRIMER CONDUIT EXTEW , • • ~ END FILTER FABRIC OVERLAP C) OO 6` VERTICAL CURB MINDIUM 12' BELOW SPRING LINE . • • PLAN Drap pin hole , ELLIPTICAL PIPE (tYP•) BOLLARD DETAIL PROPOSED RIP-RAP N.T.S. Tie beam with N.T.S. - pgl~; JOINT 2-~5 rebor CantNU0a9 • BAFFLE (TYPJ .PROPOSED M,E,S, ' ::;:::::r§';: 12' 12' clearance clearance PROPOSED D.I.P. . TQNGUE AND GRQQVE TYPE JQINT BELL AND SPIGQT TYPE JQINT II '0 RING' GASKET ~?~~il' WITH DQUBLE GASKET WITH fg M.E,S. WIDTH - (PRIOR TD PULL-UP) (PRIOR TO PULL-UP) ~E,:<? NQTESI SPRING LINE 1-~5 at 4' center 6' drop pin L ,B]INT WRAP SHALL CONF~Ft TO ONE DF THE FOLLOWING FILTER FABRIC-MIRAFI 14D-N AS MANUFACTURED BY MRAFI ]NC, OR APPROVED EQUAL MINMUM WIDTH(S) (typ') Swln ate (t J as sHOwN ABOVE, g g YF ELASTIC BAND-AS MANUFACTURED BY CADIUAC EXTERNAL PIPE JOOtT, DJG, OR APPROVED EQUAL BOX CULVERT Grnde Grnde WIDTH(S) AS PER ASTM C 077, - 2, JO]NT WRAP SHALL BE HELD DJ PLACE AS FOLLOWS 14" FILTER FABRIC-NDJIM.DI 2 STRAPS AS SHOWN CR AS REOUDtED BY THE MANUFACTURER, ISQMETRIC VIEWS h elnfor I - 3000 sd, Concrete slab with fiber roes r cn ELASTIC BAND-M1N[HUM NUMBER OF CUPS AS REQUIRED BY THE MANUFACTURER (SHOWING FILTER FABRIC) 6' p 9 , , . 3. GASKET TYPE SHALL CONFORM TO THE FOLLOWINGS 8" nonollthlc, roln 6' thlckness, 6x6 / 10x10 w,W,F, M - ROI2d0 PIPE-SHALL HE RUBBER GASKET TYPE CDNFQRMING TD ASTM C 413 AND DOT SSRCHC CITY OF CLEARWATER, FLORIDA 8'x16' conmete footln w/ z- #5 contlnuous CITY OF CLEARWATER, FLORIDA SECTIONS 941 AND 942, g flttCAL PIPE-SHALL HE COLD ADHESNE PREFORMED FLExiHLE MATERIAL EQUAL TD RAM-NEK PUBLIC WORKS ADMINISTRATION rebor (typJ PUBLIC WORKS ADMINISTRATION ~ ENGINEERING _ ENGINEERING AS MANIFACTURED HY K,T, SNYDER COMPANY, ]NC, OR OVAL ULTRA SEAL AS MANUFACTURED REDRAMx sY An; ELEVATION DRAwN eY DArE HY HANSOM PIPE AND PROIXICTS C6 OR APPROVED EDUAL D. Kln CONDUIT JOINT 4/03 ® 7JIe/a edlad ate B.v.0. E,A,• g/q BOX CULVERT-SHALL BE l:m.D ADHESNE PREFORMED FLEXIBLE MATERIAL EQUAL TO RAH-NEK CAEa® BY WRAP DETAIL aNrx xa1~ 1 y§/D2 RrA Nata R0. 9Y U MDfx Na. ' M :r ~ as NAADIFACTURED BY K.T, SNYDER GOHPANY, INa OR APPROVED EQUAL, B,B, 227 D•K DOUBLE ~ EDGE DF PAVEMENT AEY. DALE DESptlP1tON APP, OE9clan ~ 1 aF 1 AEY• DAIE CESCAIP110N ppp, OESaaEO aY 2 of 3 ~ NOTES: CONCRETE MASONRY WALL CONSTRUCTION { t•) WALLS Matarlals, constmction and quantity control of masonry shall ba in accordance I Spacer a.) New construction: maximum 6'-0' high and constructed with Uniform Building Code (UBC), Chapter 24. General wnditiona and Block of concrete block (8"x8'x16"). Matedala used should be construction requirements shall be applied as specified in UBC, Section 2404 (f), conaletent with chose used in the construction of and dudng grouted masonry work. i - architectural style of the principal building• (Bastion 3-802 All relnforcln steel shall be deformed bare confarmin to ASTM A-615 'x! I 4x4 Building Block Loid 6" From Throat Materials) 9 9 ' Web Horizontah Grade 60. Vertical reinforcement shall be placed In the cantor of the MEET AND MATCH . bJ Exlating: maximum 6'-0' high replacement materials can masonry call, and shall be hdd in poaitlon at the top and bottom. 6' VERTICAL CURB be made of the same materlala as long ae they are made of 2. If a slab dowel does not Ilna-up with a vertical core, it shall not be eloped (TYP') approved opaque material. more than one horlmntal in six varttcala (1:6). PROPOSED 3'= R PLAN ~3'IEW 2. FOOTINGS PROPOSED PRDPD: ) 3. Horizontal wall reinforcement ahafl be standard truss type DUR-O-WALL (or 6' VERTICAL CURB 1' • B"x16` conaete,w/2- ~5 conBnuous rebor Imbedded. equivalent) at 16' ac.. ~ Roll of 12 t~2" Guage Welded •,*?,1•.•~ 3J CONCRETE SLAB Fence, 2x2 Mesh, B -10 .u;:::,"' Mondithic, min. 6" thldcnasa w Imbedded 6'x6" 10x10 welded 4• Ndlow Load-bearing Conaete Masonry Units shall be normal weight / / confarming to ASTM C 90, with a minimum compressive strength of 1,900 Diameter Fllled Wlth 3" Stone. ,v.s. wire fabric (W.%F.), 3000 P.S.I, with fiber mesh reinforcing. PSI. PROPOSED PAVEMENT _ +,yp;:; 4,) CONCRETE FlLLFD CELLS 5. Mortar shall ba type M a S, In accordance with ASTM C-270• Place all With 1-~5 vertical rebor #ad to footer sled at each comer and masonry in running bond with 3/8' mortar Joints. Provide complete coverage every 4 O.C, face shell mortar bedding, horizontai and vertical. Spacer Block 3• 5.) GATES 6. Coarse grout shdl conform to ASTM C-476, with a maximum aggregate size Constructed of min. 1-i/2' dlamatar galvanized tubular steel of 3/8", 8 to f0" slump, and a minimum compressive strength of 2,500 PSI of TOP OF 4' CONCRETE FLUME 6' M,E,S, WIDTH 6' w/privacy-type elate inserted In galvanized steel mesh fabric, 28 days. • , hinge-mounted on min. 3' diameter galvanized steel poet. 7 I 3" d an-out hdes saw-cut are r aired at the bottom course 6• ~''f (Gatos and post constructed and installed pa applicable bu0ding M nimum 3 X e ( ) eq wda b licensed fence contractor. of all cells to verify grout placement. Claan-outs shall be sealed after .4 4. 3, I-III- i0 ° e W y ) masonry Inspactlon-provided In accadance with ACI 531-4.6, and before Flberious Filler Material grouting. 4 1 • . Gravel F(Iler 6.) DROP PIN o • 2"x3" Perferred Building Block or Drilled 2"x6" 1/2" riles. 18' Tong metal rod gate latch. Provide 3/4" dies. hole 8. Prior to grouting, the grout space shall be clean, with no mortar projections s' ' 6 Into canasta far rods. In asphalt provide a 3/4 P.V.a greater the mortar droppings or other foreign material. All calla shall be in ' 6. ~ •v Q•. 2"x4" Timber sleeve, 6' long, ar equal. vertical alignment, and shall sdidly be filled with coarse grout as specified. ' - NOTES: ~ _ Sill 7.) SOIL 9. During placing, grout shall be consolidated with flexible cable vibrator. Flret 1. Fiberous filler material in front of black Soo bearing capadty to be at Ieoet 2,500 P,S•F, grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonr . _ prevents gravel from washing into structure, 6.) eollaRO Y ~ • a a v 6'x6' - !0/10 W,WF, 3'-6' high, 6' diameter ated pipe bollard tllled with concrete, • 2. 2"x~° Behind block and across throat helps Spacer Block palntad trafftc yellow, Imbedded 3-0" deep In 18" canasta CITY OF CLEARWATER, FLORIDA b , kee block in place. Place in outer hole foundation. (sea Detall) PUBUC WORKS ADMINISTRATION P ENGINEERING • • . ~ ~ SECTION A - A of s acer block. °A'`E Br et}m P z asps/a Rw. xota avD. / ' G PROPOSED M,E,S, 1 4/9/02 Ra Nola R0. alr~ BY 5 Il~ Nn COMPACT CLEA 3. Bales of hay and. sod, similarly placed, CITY DF CLEARWATER, FLORIDA o~BY NOTES N FILL , REY. OATe DESCIDPIION APP. J OF 3 FILL 6'x6' - 10/10 W,W,F, •q may also be used. ENGINEERING DEPARTMENT yf . . T•L,M, EMP RARY SEDIMENT 9/6/94 a¢aaa sr T D Hoax In D . TRAP AT CURB INLET 604 r~u HATE nESCRmTDnt wP, "'re0'vE° 1 ff l D n t Joint Seal FLIER FABRIC SPACING OF P05TS FLIER FABRIC 110 MATERIAL SECURELY TO BE 6-10 FEET APART MATERIAL ~ 1~'1 , Chamfer FASTENED TO THE POSTS OR IF USED I ~ ' Chamfer . THE WIRE MESH _ ~ ~ ~o'f 8" Ls1 ~ y b - ^ 1B APPROXIMATELY 8 ~ ° ~ o, Joint Seol ~ CLOTH RIP-RAP BAGS, INCHES OF FlL1ER ' ~ k - FABRIC MATERIAL c 3¢ I b I i qo W ~ 8" Varies e. TWO (2) LAYERS THICK AND OVERLAPPED, MUST EXTEND INTO ~ 2" Cf. I 5 h ~ _ I A 1RENCH AND BE iS I ~ ~ ~ o ~ 3 ' I ANCHORED WITH I $ > ~ ' rn 12 a I I Jofnf Seal ~ ~ • COMPACTED o 3~ I ~ c 32' BACKFlLL MATERIAL c ( I Z I 3 $ ~ ~ h'I T v O/• ~ V-Groove 1 v' i m 4 PROPOSED RCP WOOD OR ~ ~ I # $ , 4 Bars o IB' Ctrs. iNax.) t+: a STEEL POST 2 MIN, FOR ADDITIONAL STRENGTH m p DRAINAGE PIPE FLIER FABRIC MATERIAL CAN o Il~m4l , RUNOFF BE ATTACHED TO A 6-INCH (MAX) ~ I I $ II II 1 Layer Of 55°P•/ 3 b t ~ I I x Smooth Aoofing MESH WIRE SCREEN WHICH HAS ~ Surface w ~I 1 BACKFILLED TRENCH BEEN FASTENED TO THE POSTS $ III w ~v b ° II II 2- Lepers Of 55# Smooth Raofirtg o IY I ` m I~ I~ (Mop All Contact Surfaces Of II II ~ Concrete And Roofing With Cut- Surtace Back Asphalt. SNp Roofing PROPOSED FILTER FABRIC ~ D ~ ~ ~ ~_a (AMOCO 4545) " } 10 INCHES I I (MIN) ~ ~ I I Paper 6' Below Top Of WQII,I APPROXIMATE II II SECTION `'l 4-INCH BY ~ v o KEY DETAIL (TOP VIEW) 4-INCH TRENCH F. t .-J._q I ' SECTION GRAVITY WALL NOTES SECTIONS • S -l I I-111.1 II-III-III-111= ~ ~ ~ ~ ` ~ S ~ PLACE THE END ESTIMATED QUANTITIES FOR WALL L Gravity waNs (wnstructed as extensions of refiforced ROTATE BOTH concrete retdtnJiq walls, except walls of proprietary I-III;-III-III-III-III-1 J " POST OF THE POSTS AT LEAST DIREC110N OF RUNOFF WATERS SECOND FENCE HEIGHT PER LINEAR f00T OF WALL designs, shall hwe the same faoe Texture and finish INSIDE THE END 180 DEGREES IN fEXP05ED FACEDI CLASS I CONCRETE fCYI STEEL fL81 as the reinforced concrete retaining wall. r~. . ! LE~d- ~ A CLOCKWISE DRI4E BOTH POST OF THE + + ~ 1' 3 ' ~ DIRECTION TO POSTS ABOUT 10 FlRST FENCE CREATE ATIGHT INCHES INTO THE 2 4 2. Cost of reinforofig steel, face texture, finish and Joint PROPOSED 2' I i., ~ ~ I ~ e +i? RIP-RAP TOE ~ ; ` ~ ZOOS I ~y ~ • , _ SEAL WiTH THE t fs" 1 GROUND AND 3 0.20 5 seal fo be included fi the contract unit price for Ckss I FABRIC MATERIAL BURY FLAP 4 0.32 6 Corarete fRetdlNnp Walls) CY, 5 0.43 7 2' ~ ~ L._._.....~_ , . ~ PLANNING ~ DEVELOP'' F SERVICES ' ATTACHING TWO SILT FENCES CITY OF CLEARWATER, FLORIDA L T L T E L PUBLIC WORKS ADMINISTRATION _ _ _ ENGINEERING GI~:1' nr ~I ~'Q Q ~ 6W Y INSTALLING A FlL1ER F...T. ~ DES 520 a a T FL T IL oaraaD eY FABRIC SILT FENCE iN~ ro, B.G. r _ PEY, DATE DES2tlPna1 APP. DE9pItD ~ 1 aF 3 .,a,~.~,,.. CLIENT: PROJECT NAME: SEC. 15 rwa. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS 0 zooz by m2002 by Professional aEO'1~81~,`PVS SHEET NUMBER Engineert DRUID COURTYARD THE C ~ U~ TYA~ ~ 03-1460 AU Rights DRAWING TYPE.: NUMBER Engineering Resources, Inc. (iY. GMc All Rights Reserved `C CKED S( °:i;'PVS i bf~TE r2 5. 2-05 The arrangements depicted ? PRELIMINARY CLEARbbATER, L,L.C. herein art herein are the sole property i of Professional Engineering M CONSTRUCTION ~'P CD . e r ° 1192 SOUTH MISSOURI AVE, SUITE 106 SCALE Resources be reprod _ = _ CI.EARbt/~4TER, FL. 3,3756 PAVING, GRADING AND DRAINAGE DETAILS NITS. without i Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD 4a without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 i AUL CE UA,REG. NO. 35628 ? ~ II u ~ - _ ti.., I I ?t , I ~ I . i I i - , I . . ~ SIDEWALK SIDEWALK TEMPORARY CROSSWALK CLOSED i CLOSED p MARKING DIMENSIONS AND QUANTITIES CROSS HERE CROSS HERE M1.. SIDEWALK M 5~~CONCRETE SLAB ICY! ® SODDING fSO. YOS.1 CLOSED D X A B C E F E F G Single Double Triple Quad. N Single Double Triple Quad: Single Double Triple Ouad. ® See Genera! Note No. 3, • - G~ CROSS HERE ~ P)pe Plpe Pipe Pipe Pipe Pipe Pipe Plpe ^ P)pe Pipe P)pe Pipe See Sheef 5 Of 6 For 3" Slab Quantities _ - " 2'-7" 1.92 2.18' 4.10' 2.06' S 8" 2'-!d' 1.97 2.74' 4.7N 2.56 6 2.06' S L22 4.63 7.21 9.79' 12.37 1.19' 0.38. 0.58 0.77 0.96 Zr 24 27 30 2.56 6 1.41 4.92 7.75 10.58 13.42. 1.21' 0.94 ' 0.65 0.87 L09 22 25 28 31 - _ a 3'-5' 2.06 3,85' .9!' 3.56 7 3.56 7 1.73 5,50 8.92 12.33 15.75 1.25 0.54 0.83 1.12 .4 24 2B 32 35 • PEDESTRIAN ® g o ® °o o ® 4 -3" 2.15' 4.95' 7.J0' 4.56' 8 CROSSWALK N ~ N ~ PEDESTRIAN ' S -1' 2.25' 6.08' 8.33' 5.56' 9 4.56' 8 2,00 6.08 10.33' 14.58' 18.83 1.29' 0,66 1.09 1,50 1.9! 26 31 35 40 5.56' 9 2,24 6.6T 11.75' 16.83 21.92 1.33 0.81 1.38 L95 2.51 28 34 39 45 ® waLKWAY 2c! 42" 6 -d' 2.34 .21 9.5 ' 6.56 !0 - - SIDEWALK Slope 6 -9" 2.43 8 33' 107 ' 7.56 ' 6.56 !0 2,45 7.25 13.25' 19.25' 25,25 1.38' 0.97 1.70 2.45 3.19 30 37 43 50 7.56 2,65 7.83 14.58' 21,33 28.08 1.42 1.13 2.04 2.93 3.84 32 39 41 54 CLOSED T -8" 2.52' 9.44' 11.96 8.56' 12' 8.56' 12' 2.83 8.42 16.08' 23,75 31.42 1.46' 1.31 2.44 3,58 4.72 34 42 51 59 - - 8 -6" 2.62' 10.56' 13.18 9.56 14' _ I SIDEWALK 9 -2' 2.71 11.68 14.39 10.56 15 9,56 14' 3,00 9.00 17.50' 26,00 34.50 1,50' 1.51 2,89 4:28 5.68 36 45 55 64 10.56 15' 3.18 9.58 18.75' 27.92 37.08 1.54 1.68 3.25 4.84 6.43 38 48 58 68 CLOSED ~ 7 ' 10'-d' 2.80' . 0 15.60 11.56 I6' SIDEWALK AHEAD 11.56 I6' 3,30 10.16` 20.16 30.16 40,16 1.58' 1,89 3,74 5.59 7.45 40 51 62 73 CLOSED SIDEWALK 15" 2 -7" 2.2T 4.09' 6.36' 4.03' 8 aoseo 2'-Id 2.36 5,12' 7.48' 5.03' 9 4.03' 8 1.22' 4.63 7.21' 9.79 12.37 1.19' 0.57 0.87 1.15 1.44 23 26 29 32 SIDEWALK " 3'-5" 2.53' 7.18 D 71' 7.03' 11' CROSS HERE V--' CLOSED ' ' " ' ' ~ ~ 5.03' 9 1.41' 4.92 7.75' 10,58' 13.42 1.21' 0.66 0.99 1.31 1.65 25 28 3J 35 8 E 7.03' ~ 11' 1.73' 5.50 8,92' 12,33' 15.75 1.25' 0.85 1.30 L75 0 28 32 36 40 CROSS HERE PEDESTRIAN 4 -3 2.70 9.25 11.95 9.03 13 wALKw 4r1 5'-1" 2.8T 11.31 14J8 lL03 15 AY 9.03' 13' 2,00 6.08 10.33' 14.58' 18.83 1.29' 1.10 1,74 2,39 3.0 31 36 41 46 X6.42' ~ 6.25 Dimensions permitted to allow use of 8' standard pipe lengths. lL03 15 2.24 6.67 11.15' 16.83' 21,92 1.33 1.32 2.2! 3,08 3.96 r 34 40 46 52 010.40 010.!0' Dimensions permitted fo oNow use of 12' standard pipe lengths. - ` Slope q ~ 6'-Ou 3.05' 13.37 16,42 13.03 !1 ~ o`m ® 6 -9" 3.22' 15.43' 18.65 15.03' 19` 13.03 11 2.45 7.25 13.25 19.25' 25.25 1,38' 1.58 2.76 3,91 5.09 38 44 5! 58 15.03' 19` 2,65 7.83 14.58' 21.33 28.08 1.42` 1.85 3.30 4.73 6.(/ 41 48 56 63 pOConcrete slab shall be deepened to form bridge across crown of pipe. See section below. I Q Q ~ ~ 11 I If I N ~ ® N 7.8 3.39 17,49 20.88 11.03 21 11.03 21 2,83 8.42 16.08' 23,75 31.42 1.46' 2.14 3.95 5.?7 7.58 44 52 61 69 ~ C= 8 6" 3.56 19.55 23,11 19.03 23 ' 9 - ' 3.73' 21.62 25.35' 21.03 25' 19.03 23' 3.00 9.00 17.50' 26.00 34.50 1.50' 2.45 4.66 6.87 901 47 56 66 T5 21.03 25' 3.18 9.58' 18.75' 27.92 37.08 1.54' 2.88 5,54 8.18 ~ 10.84 49 59 69 80 ~J ' 10'-d' 3.91 22,68 26.59 23,03 27 23,03 27 3.30 10.16 20,16 30.16 40.16 1.58 3.54 6.61 9.87 13.13 52 63 74 85 SIDEWALK SIDEWALK CLOSED CLOSED CR H RE OSS E f Sod PEDESTRIAN I Beveled Or Rout CROSS HERE CROSSWALK ~-Beveled Or Round Corners ~ Sod ~ ~ Beveled Or Round Corners ~ 1\wi //s s, TEMPORARY COROSSWALK MID-BLOCK SIDEWALK MID-BLOCK SIDEWALK CLOSURE • r MARKING ~ ~ s CLOSURE WITH TEMPORARY WALKWAY ~ " ~ ~J y y ~ ~ " - TYPICAL APPLICATIONS ; - CORNER SIDEWALK CLOSURE ~o ~ a Sidewalk Repair W1TH TEMPORARY CROSSWALKS 3 Pavement Widening Utility Work / ~ ~ SYMBOLS COND TIONS ' I ~ r,;~~`\ Work Area TE WHERE ANY E ICLE EQUIPMENT ~ ® GENERAL NO S V N , WORKERS OR ?HEIR ACTIVITIES , ENCROACH 0 T E SIDEWALK FOR concrete Slab, 3" or .5 "Thick, e 0 V a e i oft ff c and d t refl ct N H ~ Type I Or Type II Barrrcad r ertrC I Arrows depot direct on ra 1 only ono e 7, Temproary walkways shall be a minimum of 4 ft. wide Refiforced Wlth WWF,6x6-WL4xl b, 3" Or . 5~~~ Thick, ® _ _ _ 7th WWF,6x6-WL4xW1.4 Sod , o Pane! Or Drum fWlth Stead Burning Light pavement markings. and ke t free of on obstructions and hazards such as A PERIOD OF MORE THAN 60 MINUTES _ Y P Y At Night Only1. Tubular Markers 2. On1 the si ns cantrolltn edestrlan flows are shown. Other holes, debris, mud, construction equipment, stored materials Y g g p and eta s' TOP - May Be Used During Daylight Only. work zone signs will be needed to control traffic on the streets. Sod TOP VIEW -SINGLE PIPE ~ - 3. For spacing of traffic control devices and general TCZ 8. Post Mounted Signs located near or adjacenf to a sidewalk shall slope Work Zone Sign requirements refer to index no. 600. Maximum spacing have a 7 ft. minimum clearance from the bottom of sign fo the Gegero~ar/el se between barricades, vertical panels, drums or tubular markers sidewalk. NOfosNe A ~ shall not be greater than 25 ft. 3u Or 5 p ® os ~ & 2 - 9. When construction activities Involve sidewalks on both sides of 4. Street !i htin should be considered. the street, efforts should be made to to stage the construction Deepen Around autsld~ ~ _ g 9 Edge Of Pipe For 5~ Sla ~j so that both sidewalks are not oufi of service at the same time. • • or Z~ ~j or Z~ 6 *Slope: 4:1 Miter: To ~ P:~e for Pipes 18" And Smaller. Concrete Slab, 3" Or 5~~ Thick, 0 in S~ 1 ~ (t " a> 9 5. for nightlme closures use type A flashing warning lights on • 2:1 For Pipes 24 And Larger. Reinforced With WWF 6x6-W1.4xW1.4 ~ ~ ~ ~ : ~ " barricades supporting signs and closing sidewalks. Use type C !0. In the event that sidewalks on both sides of the street are pp steady burn lights on channelizing devices seperating the work closed, then pedestrians shall be guided around the 21 Miter To 4' Pipe For Pipes !8" And Smaller. " ~ ~ ° ~ ~ ~ hl for Pipes 24" And Larger, area from vehicular traffic. construction zone. a concrete ` . Pipe Conned connector TOP VIEW-MULTIPLE PIPE 6. Pedestrian traffic si na1 dis la controlNn closed crosswalks 1 of l 660 9 PY g shall be covered or deactivated. Saddle * ~ Side Ditch Grade doi~ey ~ - 2 Not Less Z ' ' Not Less Than D F.` ~ ^ ~ ` ' ' No !eJ' a ltd Pp antPrmfe #4 Bar ; , NOTE; See sheet 6 for details and notes. I. Joint Permitted Unless A roved 8 The En ine aved BY The Engineer G' 5' Sod I._ . ~ ~ • ~ _.•_I E i ~ I [ I PldForAsP eC a 1 ulve P E T 8, T F (Pipe To Be Included Under Unif LF Included Under Unif Price Far Mitered fnd Section! ; E~ i ~ ~ 2~~J ; ~ j-,-~ SECTIC LS FSI L SECTION ~ PLANNING & dEVELC`~> - f e IRS 0 660 I EIS STI TE PIPE SE~~I~F„ (F...T.I .272) 7 1.1 G- CLIENT: PROJECT NAME:.. SEC. 15 TWP. 295 RNG. SSE PROJECT NO. DATE BY REVISIONS T m2002 by Professional BY PVS SHEET NUMBER DRUID Co~IR~.QRD ~~~Rw~rER, ~ .i.c. THE C O lJ R TY A R os-~46o 1 ~9~ .~~urH ~~.SaSQURI ~bC.' SUITE pOS SCALE CLEARbb~ATER, FL. 33755 PAVING, GR~4DIR~G a4IVD DR~11id.4GE DET,40LS id,T,S, Engineering Resources, Inc. All Rights Reserved W'ECKf $Y?~ PVS TE' S'--2-05 The arrangements depicted ? PRELIMINARY It DRAWING TYPE " k~AiWN Y. GMc NUMBER herein are the sole property Lr Ir of Professional Engineering ® CONSTRUCTION Awl& Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. LG t~ t be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD iit 0~ y." h i' r' 1, without its written permission PAlJ1i!(V~HERMA,REG. NO. 35628 CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 - 3,-4„ 4'-4" _ -YIELD SPEED REWCEO p0 PASS TRUCKS KEEP KEEP aDAD ~ LIMIT USE 0 D 5'- END DETOUR DETOUR I SPEED NOT WITH 5' ~ ~ CONSTRUCTION ENO END PILOT CAR CENTER ~ h NE1R %A.A MILES CONSrAUCr10N ROAD WOaK FOLLOW NE DETOUR DETOUR ~ ~ XX AHEAD PASS CARE LANE LEFT RIGHT o ~ ~ 9'-0' ti " ~ e N " ~ G20 I G20 2 G20 2A G20 4 M4 8 M4 8A M4 9L M4 9R M4 IOL M4 IOR OM 3R R! 1 Rl 2 R2 1 R2 5A R4 1 R4 2 R4 5 R4 7 R4 8 R4 7AL R4 7AR ~ 2~ 2 -o^ 2~ 2# 2f° ''1" 2#° 2#° 3'-0" 2#° 2° W 8/0 B/0 B/0 B/0 B/0 8/0 B/0 B/0 0/B 0/B B/Y W/R RW/R g/W g/W B/W B/W B/W B/W B/W B/W g/W ~ ~ ~ ~ ~ ~ ~ M h ~ as ~C O ~ p 4 `A M ~ ~ ;n B" ~ ~ ~ g Of Pipes o r 8" M 8" ~ ~ v~ ~ Dia. + 1'-6" Type C 3'-1" ~ TYPe C 2'-O" A I O [l .C O - '"LI_ LI ~ o m ~ t TYPe D 4'-1" Type D 3'-1" STOP YIELD ROAD NARROW NE LAN N KEEP KEEP ~ AHEAD AHEAD r NARROWS BRIDGE I BRIDG c~ ~"k ROAD A, t o ~ ° ~ I'-2~° ~ 6'-7° l,- Type E 4'-6" ~ Type E 3'-d' ~ CLOSED ~ I ~w PLAN ~ . ~ LEFT RIGHT I ,Io6 2°~ ~ c ~ . ~ 8" 13" ~ 13" Brr R4 78L R4 7BR R5 1 Rll 2 WI IR Wl 2R WI 3R WI 4R WI 6 W! 7 WI 8 W31 W3 lA W3 2 W3 2A W3 3 W4 I W4 2 W5 1 W5 2 W5 2A W5 3 ~ ~ ~ ; ~ PLJ " ~ PLAN a g .PLAN i ~ ° - B/W B/W WR/W g/W B/0 B/0 B/p 8/0 dro 8/0 8/0 B/0 R8/0 B/0 R8/0 B fRYGJ/0 B/0 g/0 i 8/0 g/0 8/0 B/0 , h y ~ 5 . 3'-4" 5~' y ~ ~ ~ 2'-~ i~m? x ~ x w 2¢ PLAN a ° g-5 m~ x a~ o ~ymo 5' 5'-: 5} 4,_P 5 ~ o c m ~ m ~ & o; ~ of Grate ~ ~ ROUGH R1 ~~v~ 5° 5~° o- vo ~ , 9-0' ° ~ T , ~ b o ~ ~ ~ ~n ti 1-2~ 6'-7° 1'-2~r W I_ - ~ ~v gg - ROAD LEFT A1GHT LhIE oms LArE ~s rv~ (Mv~ 2° C1. ~ Eye Bolf ~ G O BUMP DIP SOFT TRUCK LOOSE LIOW LANE LANE NERCE MERGE L> V See Index 201 tale - HOULDER CROSSING GRAVEL SNO LDER Low UNEVEN ENDS ENDS LEFT RIGHT Grate ~ ~ ~ C r ci. 4E SRDULOFA PAVEAENT ~V * GROOVED #4 Bars o 2" CL 1 Eye Bolt f Grate ~ ~ Grate ~ 1 S 6 -0" 8" y 8" 3'-6" 8" I ~ Unless otherwise See Mdex 201 ~y 2' CL ~ Eye Bolts ~ Eyebolt i ~ Unless Otherwise W61 W6 2 W6 3 W8 1 W8 2 W8 3A W8 4 W8 5 W8 6 W8 7 W8 8 W8 9 W8 9AS W8 9AP W9 1L W9 IR W9 2L W9 2R W!0 1 W12 I ~ ~ ` See Index 201 See Index 201 Shown On Plans ~ Shown On Plans ~ #4 Bors 111 ° T-8'' g~ B/0 8/0 B/0 B/0 B/0 B/0 8/Y B/0 12" CFrs• ~ 8/0 B/0 8/0 8/0 g/p 8/0 B/0 B/0 8ro See index No. !1355 *See Index No. 1!355 *See Index No. 0355 B/0 8/0 ~ o !2' GYrs. ~ ~ s sECnoN ~ -T T- i T ~ o l2~' hrs. .,q 2" CL ~ #4 Bars NOTf: Alt. B Sfructure Bottom Only, See Index No. 200 ~ ~ a 12" Ctrs. V--- / \ i TYPE C SECTI SECTION SECTION STRUCTURE BOTTOM FOR INLETS TYPE C, D & E Recorronended Maximum Plpe Slze: v 2'-0e Wall-18" P! e TYPE TYPED TYPE E. SECTION \ / ROAD ROAD ROAD ROAD ROAD ONE LANE uFr p ~ 2 ~ .6 AaAO aoko DETOUR DETOUR DETOUR DETOUR DE70UR LEFT LAxE aioar LAx¢ a-xrm LuE ten LAaEs coasTralenoN cDNSTAUCrtaN coNSTRUCnD cavsmucnoN crNSmucTloN CONSTAUCTIaN CLOSED 3 N Wall-24' Pipe Rec»mmended Maxi - MILE I MILE AHEAD AHEAD 500 FT 1000 FT 1500 FT }NILE ROAD aasEO LaasEa aosm aaseD , Recommended MaxirnJm Plpe Size, Recommended Maximum Plpe Slze: TYPE H X 500 FT 1000 FT 1500 FT - - MEAD 3 1" WDIt• IL~.X. 4'-P Wall- 3'-f WolF24° Pipe 3'-O" Wa1h24" Plpe 4'-P WaN-36" Plpe INLETS 4'-6" Wall-42" Plpe ReaommeMed Max/mum Pipe She: 3'-0" Wall-24" Plpe Wl 1 W20 IA W2018 W20 IC W20 1D W20 IE W20 IF W20 2A W20 2B W20 2C W20 2D W20 2E W20 3 W20 4 W20 5L Y~20 5R W20 5C L2LC Wl2 2 3 B/0 8/0 8/0 8/0 B/o B/0 8/O B/0 B/0 B/0 B/0 9/0 8/0 B/0 B/O B/0 IB/0 g/p B/0 I 3'-4" 2la T'-B' Wap=1~'~Pa 2'_4a - _ ~ y~~ 1~~ CAST IRON GRATE NOT N 2" ll"- "1 I~ 2~ ~ 6 6" 2~" IRON GRATE NOT 2~" l~'° - i PERMITTED ON INlFT TYPE 0 SIGN CODES AiND DESCRI PYLONS N 2" ON INlFT TYPE 0 ° o° ~ ~ ~ ~ G2O t LenOW+Of Canstnnllen Slav Wfi 1 QNldx HraMxay Road stun WBO PD Advance Defam f5Q0 Feef O GHO E End Canstrtgfiar Sron Wfi x DNfdx Hlalrwoy Rand Ends WHO ffi Reveres Detour HoR Nlle T ~ GENERAL NOTES ROAD TURN OFF END cm HA End Red Work sty, ws d two waW rrarfro Bran woo 3 Ao4ame Rood closed t~NES FLAGGER wOpg SURVEY BLASTING GH7 4 Plbf Cor Follow Ne Slan W8 f gimp WHD 4 AalAxae Cne Lane Road h~ 1. These filets are suitable for bicycle and pedestrian areas and are to be used 1n ditches, aasEa W20 7A WORKERS SHOULDER zaNE 2-WAY BLASTING N4 a DehDUrYaker wfi x Drp WHO 5L advaae Leff Lane crosx ~ ~T ~ IV~.C Of Grate ' AAEAD B/0 WORK CREW 1000 FT RAD I 0 ZONE W RA fM Oelarr Sran Wfi 3A Pavement Ends slap WHO 5R ArNmAt RraM Lana Cfosx 1 N' Grate ~ ~ a ~ 0 ~ medians and other areas subJecf fo infrequent traffic loadings but are not to be placed ' ~ ~r in areas svbJecf to any heavy wheel loads. 'v = ~ N4 9L Defaur Sker left W8 4 Solt Shwfder WHD 5C AaVarx Center tans Closed ~ ~ M I °yN 500 W Po Dolour SArrow Stpf left WB 6 TruO~Crotsl~Wef Sran ~ ~1TMy Lanes Claosx Ahead ~VrT \ ~ ~ h _o _ - 000 = 2, inlets suDJect fo minimal debris should be constructed without slots. Where debris Is o N4 K1R Dehwr Arrow SIDn R1DM W87 Coate Creel WHO 7 Adr Flaaper Ahead Wortls I R2LC W20 7 FEET W21 f W2! !A W21 4 W21 5 W21 6 W22 f W22 2 W22 3 0 000 ~°j problem Inlets should be constructed with slots. Slotted Inlets located within roadway _ 000 ~L clear zones and In areas accessible fo pedestrians shall hwe traversable slots. The B/0 8/0 W2D 7X B/0 8/0 B/0 B/D B/0 8/0 8/0 8/0 ~ 3R Type 3 OAJeaf NaMer Wfi fi Ragh Rox WHA crowed W20 7A Adr F1aDper SymDOI ~ ~ p .q ~ N ~ e I n R! 1 Stop Stan W8 9 Caw Shoulder W20 TX Supplemenfol Plate Fkaaer B/0 At 2 Yelld SI WB 9AS raw SAOUIder I WPI I Waker SI ~ I'- N 1~"I ~ " ~ ~ traversable slot modTflcat)on is not adaptable to inlet Type N. Slots may 6e constrocted a 2' ~ ~l 3 -4 ~ ~ ~2" of either or both ends as shown on plans. Rx f Speed LrmM Syn W8 BAP uneven r'aemenl Symbol WP! rA Worker S) 001 Sran 2" Note: 1tE SA ReaUaed snood Ahad sip: W91L Left lane Ends WPl 4 Rood work Sfan e ~ e R4 l ou Rot Pea stun ws IR RrDM Lane Ends wxr 5 ShouMer work 1 I The sign shields, symbols and messages contained on this sheet are R4 x ~ wlln Care stun ws u Lane Ends Nerve Leff way s Svrvey cnw scan HALF SECTION CAST IRON I ~ T 1~ 2" I ~ =~j 6'-6" 3. Steel grates are to be used on a!1 inlets where bicycle trafflo is anticipated. Steel grates N CAST IRON GRATES --I ~ ° N N ~ are to be used on all Inlets with traversable slots. Either cast iron or steel grates may be rovlded for read reference to those si ns used in the develo moot R4 5 trucks use cents. lane ws ~ Lane ~ Nerve RraM wffi r BlasFlna Zone roan Feet SIDEWALK SIDEWAIK p Y g d p R47 Keep Rfah/ Symh01 W/01 Rollrox Aalmae wam Wffi 2 TUm Off P-Way Rxro TYPE C STAY LITTER of the 600 series Roadway Design Standar s and are commonly used R47AL words Keep Leff wrtn Artar w,H r oemlfe Arrow Sran wffi a End Hroelna Zane TYPE H used on inlets without slots where bfcycle traffic is not anticipated. Either cast iron or I N YOUR PICK UP q.WED CLOSm R4 D Keep Left Symbol W1P H Law Cleamga Sran Nor 1 sMy m Yaw Lane Approx. Weight 235 l.bS• ' in the development of traffic control plans. R4 7AR woNS Keep R10M Wllh Arrow WIJ I Adrlsary Speed PMk IMT x OouWe Lane SAHf TYPE E Approx. Weight 725 ibs. steel grofes may be used on all Inlets with non traversable slots. SubJect fo the selection described above, when Alternate G gmfe Is specified in the plans, either the steel grate, LANE AHEAD ~ R47BL Wads Kesp Left WIM Draao,lal ArrwrW~ IA Advm~ce Road lbnsf 5La feet YOT 3 Trlp/e lane ShHt CAST 1 R01~ AHEAD AHEAD For additional signs and sign detail information refer to the STANDARD R4 7HR Words Keep R$Af WIM Diryanl arowW~ rH Advmae Road Cansf IaDD Feaf Nor 4 utter PlaWp Ahead HIGHWAY SIGNS MANUAL as specified in the MUTCD. Special signs for R5 r sD Nat Enror clan war ac Adttnce Rood pawl 150D Feaf NO7 51 Sidewalk Crawl Ahead Rrphf .S T ` IRON GRATES Approx. Weight 465 Lbs. hot dipped gofvanized offer fabrlrwflon, or the cast Iron grate may be used, unless the plans stipulate the particular type. . R!1 P Road Cored WHO lD Adnnce Rand Canst Hoff Nlle NOT 5R Srdewaik Closx Mead Leff traffic contra! plans wi 11 be as approved by the State Traffic Plans wr rR rum srpD wm fE Advnce Rex Caarf one mre Nor aR Pxesirlm wmAway R! M MOT 1 MOT 2 MOT 3 MOT 4 MOT 5R MOT 5L Engineer. vj xR Curve scan war 1F Read Cansrnndron Alex Nor st Pedemrm~ WmAw~ ~ art 5u ~ „ B/o ero B/o e/o e/o B/o w JR Reverse Curve Slav W80 YA AAmioe Detour Ahead trot 7 Prdemiao passwerk 2 3g 4 -4~g „ ~ ° 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than t'-4~g 31 Spaces o2~ those recommended must be checked for fit. The sign codes shown on this sheet ore for the purpose of identifing wl 4R Reverse pave Sran wHD Pa A,okmOe Detour 5W Feet Nor a sdewnk clroee pace Here Wl 6 [ergs Arrow SIDn Slnafe WH7 EC Adimioe Demur KUO Feet WT 9 Skfewalk Cored ceN names found in the Traffic Control Cell library fTCZCeID on the w,7 LeryeMOwsranDa~re ~'1I 32 Bars ° Band 5. A1! exposed corners and edges of concrete are to be chamfered ~ . - CARD system. The STANDARD NIG1tWAY SIGNS MANUAL should be w36 cnev~~Mrp~rsrDn ® referenced for the official sign codes for use in the development of wa,A s~ropanexsymmr ao wax rreAf anex wad Nessaae o ~ ~ o ~ y o 6. Pavement to be used on inlets without slots and Inlets with non-traversable slots only ~ ~ ` when aalJed for In the plans but required on all traversable slot Inlets. Cost to be sIDEWN.K traffic control plans. See Index 17355 for MO7 sign details. w3 HA rrefdMexSym7ol ~ , „ o WSJ Slarpl AAex Sym6o1 C o m o ~ i U CLOSED w4 r Nerve Sran a ~ $ m° a =a Included In contract unit price for inlets. Quantifies shown are for lnfornatlon only. " - PEOESiflIAN s~ PEDESTRIAN PEDESiflIAN b SIDEWAIK COLOR CODES W4 2 Lana RedA,ilm Tn»frllon N m ~ N $ ~ m° o ~ w5 r A Red NamAVS Sran TRAFFIC LY1NT1i0L THROUGH WORK ZONES r ,n m WALKWAY WALKWAY CROSSWALK CROSS HERE CLOSED Legend and/or Symbol Background w5 x Namuw &rGye Wards V~ ~1 m a ~ ~ m M 7. Traversable slots constructed In existing filets shall be paid for as Inlets partial, 0-Orange fReflectorizedJ R-Red (ReflectorizedJ w5 na Narrav Brld~te Syntnl and shall ficlude the cost for slot openings, paving and any required replacement grates. B-Black (Non-Reflectorizedl Y-Yellow fReflectorizedJ TYPE C TYPE D MOT 6R MOT 6L MOT 7 MOT 8 MOT 9 ~E D - e/ Bro Bin - StraT ht Bars 2"x Straight Bors 2'x . B/o B/o o W -White fReflectonzedJ G Green (Reflectorrzed) g ~ „ Retlcullne Bars x Retlculine Bars l~ x ors 2'x 1~~~ TYPE E Bond 8. Sodding to be used on o111nlets not located in paved areas and paid for under contract Bars x Straight Bors 2"x TYPE H ° unit price for Sodding SY. _ Bands 1~ x~• Bands l~ x~ " Straight Bors 2"x Retlcullne 9drs x ~ " " 9. For supplemenfa deco/ls see Index No. 201. COMMONLY USED WARNING AND REGULATORY SIGNS 1N WORK ZONES Approx. Weight 100 Lbs. Approx• Weight Iso Les. eight 180 Lbs. Bands 1~"xljp ReflcuNne Bars 1~ x ~ b' Approx. Weight 215 Lbs. Bands l~°xtgp Approx. Weight 315 Ids, NOTICE; Steel Grates Are Required On Inle - s of !0 600 e Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic !s Anticipated. STEEL . T FI I S TAIL STEEL GRATES T I L ES 0 Fr o ~ a T ~ - CASE I CASE II CASE Ill GENERAL NOTES: ~ ONE LANE ROAD ROAD CONSTRUCTION 1000 FT 1500 FT F r use on Fraew and For Use !n All Rural Reads Artd For Use On A/! Reads Wlfh L The fypiar! sections shown hereon serve G oY as a guide for locatJng the traffic Expressway systems far signs On Freeway Md Expressway Ramps. Signs Mounted Behind Stde - signs required under various raadslde END CONSTRUCTION condltlons• For size and detalis of sign on nArlniPoe. W°Ik• constrrrcNon and foofi refer fo the 250' 500' 500` 500' t2' Min approprlafe stondaM 1 tlex drmving far • roadside sign. 6' Mln. ' 2. If shall be the CONTRACTORS respon - y 2' Mln. ~ ~ ~ ~ ~ ~ Drivfig Lane 2 Std ^ ~ Slrbl!!~s n the field Nr~htoff b~lartlon. H ~ p ~ ~ a • w ~ 3. Roadside slggrts sMll be installed at an Curb & Gunter Sidewalk angle of 1 to 4 de tees away from the b MatNlne DrNing Lane 40' Sfd. ~ Paved Shoulder gg traffic flowfsee 711usirotionl. DrNing Lane Shoulder lnollnfed signs shall be rotated b ~ ~ Work Area ~ 14' Horizontal Clearance Standard On All Freeway And counferclockwlse and median mounted signs Q Expressway Rumps rotated cleckwJse. - For secNans without ed shoulder the 6' Mln does not J . I abonve on curves shall be mounts ~°s noted pm' uPpY I from the perpendicular to he motorists ~ 500' ~ 500' ~ 500' L ~ "'I ~ When Other Construction Or for Median Installation; R/W Ilne of sight. !f Median Wldih Does Not Allow Std. Offset 500' CONSTRUCTION Maintenance Operations Occur From BotA Roadways, Center Slgn In Median. S/gn`` Face I ~y Angle From Center Within One (II Mile, Sign(sl .a.f Of Roadway ROAD CONSTRUCTION ROAD ONE LANE ~ To Be Omitted And Signing To y ONSTRUCTION Be Coordinated In Accordance C CASE IP Inter a S1 nJ CASEY CASE ~ 1500 FT 1500 FT ROAD 1000 FT With Index No. 600. g 9 For Use On All Rural, Freeway AM Expressway Systems. For Use !n Bus/ness Or Residenttal Areas Only. For Use On All Roadways With Signs Behind Guardrail. 4. The setback for sM and yield signs may be reduced }o minimum from the drNing lane Maximum Spacing Between Devices (FT.I TD Be Cones Or Tubular Markers At 25' Centers And r if required for visibill to business or residential sections with fro curb and speeds of~0 MPH or less. Equal To The Speed Limit (MPHI But Not Greater Type I Or Type If Barricades Or Vertical Panels Than 25' For Cones Or Tubular Markers Or 50' Or Drums At 50' Centers For First 250', Thereafter For Type I Or Type lI Barricades Or Vertical Cones Or Tubular Markers At 50' Centers And 14' Mln. 14' Mtn. 5. The mounting heights are measured from the bottom of the sipn panel to d horizontal !fie extended from the 2'Mln. ~ edge of the driving lane. !f the standard heights cannot be met, Panels Or Drums. Type I Or Type .ff Barricades Or Vertical Panels a the mintmum heights are as follows: 2' Mtn Or Drums At 100` Centers. ~ Expressway & Freeway Systems T Matnllne ~ DrNing Lane Other Roadway Systems ~ ~neing DrNing Lane ^ Urbroan fincludlnp residential with 5 Ramp parking and/or pedestrian °cfNlfyl 7' ' GENERAL NOTES TYPICAL APPLICATIONS GuardroN !f a secondary sign is mounted below the maJor slgn,the maJor - sign shall be at least 8 and the secondarryy sfgn at least 5' for expressway & freewaayy systems and for ofher systems fhe helghf to the secondary sign sMll be of least 4 for rural and 6' for SYMBOLS 1. Construction operations shall be confined to one 7. L (min)= WS for speeds > 45 mph Pavement Repair urban secflons. traffic lane, leaving the opposite lane open to traffic. 2 Culvert Construction = WSJ for speeds s 40 mph Utility Work _ Work Area 2. All vehicles, equipment, workers, (except flaggers) 120 Bridge Repair 6. Sipn supports should never be placed !n dlfches where erosion might affect the proper operation of the breakaway feature. Jt is also u u and their activitihs are restricted at all times to one side of the pavement. Where; • possible that a vehicle entering the dlbh might be guided Into the Sign With 18 x 18 (Min.1 Orange W = Width of lateral transition in feet. ~'p~0f~• Flag And T e 8 Li ht YP g 3. Additional one-way control may be effected by the S= Posted speed limit fMPN). following means: CASE ~ (REST AREA & EXIT GORE SIGNS) For use On All Freeway And Expressway Systems Type I Or T e II Barricade Or Vertical rrtical (I! Flag-carrying; vehicle (2! Official vehicle CASE CASE .Ig (MLLE POST MARI(ERJ ~ YP Sign On Island For More lnforaratfon Panel Or Drum !With Steady Burning Light (31 Pilot vehicles (41 Traffic signals B. The ONE-.LANE ROAD signs are to be fully covered and the CONDITIONS ~g Light FLAGGER signs either removed or fully covered when no work is WHERE ANY VEHICLE, EQUIPMENT Refer ra Part 2D-4s At Night OnlyJ. Tubular Markers When flaggers ore the sole means of one-way contra! being performed and the highway is open to two-way traffic. 14' Minimum !x The Manual On !s' - a' Ma Be Used Darin Da l i ht Onl . Uniform Traffic t: Marker Y g Y g Y the flaggers shall be in sight of each other or in WORKERS OR THEIR ACTIVITIES direct communication at all times. 9. Arrows denote direction of traffic only and da not reflect ENCROACH THE AREA BETWEEN Canfrof Devices - i rricade Or pavement markings. 4. The first two wgrning signs shall have a 18" x 18" (min.1 THE CENTERLINE AND A LINE 2' 2' Mr ~ Type I, Type II Or Type 71I Barricade Or a°o°o ~ Vertical Panel Or Drum (With Flashing Light) king Lightl orange flag and b Type B light attached and 10. Longitudinal dimensions are to be adjusted to fit field OUTSIDE THE EDGE OF PAVEMENT 6' MlnJmum °aa DrNJn9 Lane N ~ ~ w. H ^ operating at all Times. conditions. See Index No. 600. Work Zone Sign 5. The FLAGGER legend sign may be substituted for the Il. When a side road intersects the highway on which work is being ~ Romp y. Island Drhing Lane symbol sign, performed additional traffic control devices shall be erected ff° Fla er gg s_ in accordance with other applicable TCZ Indexes. 6. All signs shall be post mounted if the closure time Nafiline DrNing lane exceeds 12 hours. 12. For general TCZ requirements and additional information refer ~ ~ rRa~F~inNrROt„r~ICN woR1c zoNEs Center S1gn Column On Island to Index,No, 600. ~ j o ,I~i~~ . TY d P C L SECTIOR~S FOR OBE SIGHT OPTI OPT TI ~ ! - ~ X005 ~ l~~ - COLU~ SI ~ P ET -.~d EXCEEDING E YLI T I I-._..~.___ ~._._.1~ ~ ~ I of I so4 ~ LACE . - Pa ~ i Fie ¦Ta 0 IUD 7 EX ~0 1 30~ ~'".®s®.~a ~ E a ® PLANNING & DEVELOoi:'c~~' SERVICES i CLIENT: PROJECT NAME: SEC. 15 rwP. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS a 2002 by I ® 2002 by Professional S~I~' BY PVS SHEET NUMBER Engineeri DRUID 7"H E C O ~I O~ T YA F~ D 03-1460 All Rights Engineering Resources, Inc. DRAWING TYPE- A VYN GMc NUMBER C 'ECKEC' ~7Y'';PVS All Rights Reserved Lr Ir it The arrangements depicted .~4TE r,T !j 2-05 herein are the sole property ? PRELIMINARYa rResources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. of Profess! 1112 SOUTH MISSOURI AVE... SUITE 106 SCALE herein are Resources, of Professional Engineering M CONSTRUCTION', , 41 i CLEARbbATER, FL. 33756 P,4VING, GRADING AND DRAINAGE DETAILS be reprod N.T.S. without it, 6 be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD f-q without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 L---V' SH RIMA,REG. NO. 35628 Cut Limit For Minimum R~ LImIt For Minimum Removal Of Plastic Material alai Control Line Sef By Normal Shoulder Point Outer Roadwa _ Median l2" Control Llne Set By Normal Shoulder P Outer Roadway Y Whether Or Not Shoulder Gutter Is Used emove Or nic Material Within The Whether Or Not Shoulder Gutter !s Used --.~Ir~- R 9a - Gutter L1 loner Ar Inner And Outer Cut Limit For Preferable Removal Of Plastic Remove Overlying Material And Organic Llmlts Shown And Backfill in Accordance ~ I Material Material. Where Preferable Method Of Removal Governs And 7t fs Impossible To Place The Underdrain At The Outer Cut Materla7 Within The Llmlts Shown And With Index No. 505, Unless Otherwise ~'''a fs Impos r The Plans Or Directed U It Dr Backflll in Accordance Wlth Index No. 505, Called Fo fn r m Gmlt Due To Confllcf Wlth Storm Sewer Mains, Remove To loner Limit And Place Underdrain Af Lacwflort Shown CONCRETE PAD es Otherwise Called For In The Plans Otherwise By The District Geotechntwl v Gee To lnne~ Un! s Or Directed Otherwise By The District Engineer; The Llmlts Include Full Medfon ~'~o N ~ For MIn For Mlnlmum Removal. Geotechnical Engineer The Llmlts Include 2/~ Width When Applied To DNlded Faclllt/es. Overt in Material o afro/ FuN Median Width When App!!ed To DNlded Y D ~frf ~/oo Remove Plastic Materal T Extended r Located A Extended Undercut Slope When Underdrain Located Af Outer Control Line Limit F cillties. This Line. See Note*. a e Organic Material Organic Materia Or 0.02 Undercut Back, `0.02 Undercut Backslope When Underdrain Located At Back Of Curb • Underdrain, See index ~derdrain, See Index No. 286 nimumgradeonunderdroinpipeshahbe0.2X. Bottom Of Organic Material Bottom Of Organic Material Limlf For Mtnlmum Removal Mfnirnum grade on under Limit For Mlnlmum Removal WITHOUT OVERBURDEN -HALF SECTION HALF SECTION WITH OVERBURDEN -HALF SECTION ~ ° NOTES: Refer to roadway cross sections fo determine whether minfmum or whether minimum or preferable removal Is used, . *Where frequency of median breaks Indicates that if Is Impractical t IN RURAL CONSTRUCTION median, the des) ner elect to Indicate total removal of this mr 9 ~Y hat if Is Impractical to leave plastic mafertaf In the bl removal of this material. ' ' ~ !f durJng construction It becomes apparent, due to normal required ' that It is Impractical fo leave the plastic material in the median, t 'e fo normal required construction procedures, ~rla! in the median, total removal of this materlaf shall be approved by the Engineer. 2'-0' Outer Roadway Outer Roadw REMOVAL OF PLASTIC MATERIAL AND LOC =RIAL AND LOCATION PL~~ CONSTRUCTION CLEAN~UT ADAPTER Back Of Pro sed Or Future Sidewalk OF UNDERDRAIN IN URBAN CONSTRUCTION Back Of Proposed Or Future Sidewalk pa (FEMALE PIPE THREAD) Gutter Line Gaffer Line - Remove Overlying Material And OrgaNc Remove Organic Material Wlth)n The ~4 9 - Material Within The Limits Shown And LTmrfs Shown And BackflN In Accordance Backf111 !n Accordance Wlth index No. 505, ~ Wrfh Index No. 505, Unless Otherwise ~ Undercut Lfne Undercut Lfne ndercut Lfn ~ Called For fi The Pions Or Directed e Unless Otherwise Called For in The Plans Co °or Or Directed Otherwise 8y The District ~/ro/ Otherwise By The District Geofechnlcol ro/ Engineer The Limits include Full Median ~/oa At locations where plastic Geotechnlcal Engineer The Llmlts include Overt !ng Moferial o otions where plastic material Where paved side ditches are used In 6' THICK CONC, PAD , • ng removed, the side ditches areas of removal of plastic maferlol, Full Median Wldfh When Applied To Dlvlded Y Width When Applied To DNlded Facilities. !s being removed, the side - , must be at least as deep a FacNities. Or nic Material undercut lone, Organic Moterl 9a P ~e at least as deep as the the top of the ditch pavement must be ~t plane, no higher than the undercut plane. RISER TO BE SAME AS Bottom Of Organic Materlaf Bottom Of Organic. Material Limit For Minimum Removal -~'I Llmlt For Mlnlmum Removal MISCELL LINE SIZE (PVC) MISCELLANEOUS DETAILS _ WITHOUT OVERBURDEN -HALF SECT WiTH OVERBURDEN HALF SECTION ION 45° BEND 24" IN URBAN CONSTRUCTION 24° 24u 24" 24" 24" INSTALL PLASTIC PLUG WITH ~ Section On Superelevatlon Remove P Section On Tangent ~ ~ Remove Plastic Material To This Llne RING FAR END ~F LINE ` 2 TYPICAL Cl _ 0 2 24' TYPICAL CUT SECTION ON TANGENT ~ Remove Plastic Material To Thls L1n ,sue- GENERAL NOTES DESIGN NOTES TYPICAL CUT SECTION 24" 24" c and lastlc 6. The normal depth of side ditches shall be 3.5 feet below the shoulder point At Jocations where organic material or other soft sail deposJts .02 - 1. All details sMwn on this index for removal of organ) p A2 24" 24" .02 24" 24" .02 SUBDRAIN materials apply unless otherwise shown on the plans. except Jn special cases. persists fo such depth that rmaval is Impractical, the construction .Note; When this detail !s applied to minor collectors and local facllifles, the undercut may be reduced fo I6': Remove _ of a geosynthetlc foundation over those soils should be considered. Remove Plasflc Material To Thls Llne 2. Utflfzatfon of excavated materials shall be fi accordance with Index No. 505. T, In municipal areas, where underdraln Is to be constnlcted beneath the proposed The Engineer of Record should request gufdonce from the District - pavement, the grade of the underdraln filter material w!1! not extend above the Geotechnfcal Engineer and solicff geosynthet/c foundation designs REMOVAL OF PLASTIC MATERIAL ON DIVIDED TYPICAL CUT PROFILE TYPICAL CUT SECTION ON SUPERELEVATION ' 3. Where muck or lactic material !s undercut, backflN sMll be made of bottom of the stob111zed section of the subgrade. Gradation of the filter material from geosynthetlc manufacturers when persuing geosyntheffc alternoffves. FREEWAYS, ARTERIALS AND MAJOR COLLECTORS D { suitable material fi accordance with Index No. 505, unless otherwise shown shah conform to FDOT spectf/cottons. Minimum grade on underdmfi pipe slxrll be 0.2X. 2, The des) ner shall take Info consideration the expeckncy of roaolvay HAVING FLUSH MEDIANS, AND, ON UNDIVIDED . on the plans. widening to the outside, and where wldening 1s anticipated specify ARTERIALS AND MAJOR COLLECTORS REMOVAL OF PLA: r NOVAL OF PLASTIC MATERIAL ON INTERSTATE H I 8. See Index No. 506 for miscellaneous earthwork details. 1n the plans the IJmifs of removal of organic and plasfTc materials FACILITIES, FREE - - 4. The term Plastic Material used in this Index In coyunct/on with removal necessary to arcomodate anticipated wldening. ~IL1TlES, FREEWAYS, DIVIDED ARTERIALS AND _ " of plastic soil is as defined under soR classiflcotions for Plastic fPl and MAJOR COLLECTOf H)gh Plastic (Hl on Index No. 505. lOR COLLECTORS HAVING DEPRESSED MEDIANS 5. The term `Organ/c Material° as used an this Index Is defined as any call which has an average organic content greater than fNe 15,01 peroenf, or an TNTI N I CL OUT ETAIL IndNldual organic content test result which exceeds seven 0.01 peroent, Organic material shall De removed as shown on thJs index and the plans unless directed p r1C M~1TERlAL otherwise b tAe District Geofechnka! Engineer. ~ O II Y 0 . Note: For GENERAL NOTES see Sheet 1. Average organic content stall be defermined from the test results from a minimum of three randomly selected samples from each strofum. Tests sMll be performed 1~ ~ TIC TE ~L 1n accrdance with FM 1-T261 on the portion of a sample passing the No. 4 sieve. ...T.I 0 1 t ~ Typical Half Section For Low Typical Nalf Section For r side Rd. or sf. Volume/Residential Connections Higher Volume Connections ~ ' B'- o^ B'- on , I 5' B - 0" r End Coast. 3 6" White Edge Gne W1dtA (See Sheet N 3 W R/W Line p Llmlts of Clearing aM Grobbing 1 Traffic Flow r J ~ Pofit Of Connection As Smwn Dn The Plans Umrls ~ $ I ~ ~ base LJmMs 6" Yellow (6'-!0' Sklp 1 6" Yellow Edge Llne Or As Determined By The Engineer During ( Of use ~ r As It Base 7o Edge Of PavL LOW VOLUME .l1+4" 19 S.f. -~I1.~" 27 S.f. 1.4" Construction Or As StipuMted 8y Permit. m All Other Bases 3' Oulslde Edge Of Pavf. • .il-4" --V,-P' 22 s.f. .I1.a" 22 s.f. .I~4" 23 s. f. .JI-4^ 25 s.f. - - - I Limits Of Stablllratlon o LARGE All Bases To Apron Of Curb & Goiter Drainage Plpe~ _ b ~ I /I And To Toe Of Curb. COMMERCIAL Use Amber Delineators On Sides 6'- 10' Extension m R/W floe R/W Line Determined By The Engineer DR p ~ ~ Focing Cross-Over 3, i,..-,I 3, - ~ Medla~_ - ~ s T T fi S - - PUBLIC ROAD , TTTT ¢ _ CI 3 ~ f Nornwl Shoulder-~ ~ OR STREET Use Green Delineators On Sides Away B'- 0" From Cross-Over. / Generally Top Of Post Should Be 48" Roadway ~ ~d~~ ~Roodwey D - ! 4 - , Past Radius Above The Edge Of Pavement Grade P Point $ For All Bose 30 from Edge Of Roaolvay Pavement r b I Or R/W line, Whichever is Less some Aso a I 0 smolder WITHOUT CURB & GUTTER WITH CURB & GUTTER - - - - - - o \ ~ 5 Mtn. For PrNate Connections f Protect ~ , - I - .FrPubllcRoads 6 Mln o - - u - N ~ Begin Exfenslon At Radius Pont 5' Yellow Edge Llne , 0 .11.4 I ~ f'p. 1 111 ry 9" Or Match Exist. StoblNzln f9' MinJ AuxlRa Lane width 11 I g 1 ry M 'I~'4" 36 s.f. 21 s•f• n Traffic Flow Shoulder e H I I y Shoulder Line 12 d ~ 6" White Sklp ~ ~ ~--6" White Edge Llne Edpe Of 't. L a Edge Of Pav'f. LiMI TS OF CLEARING & GRUBBING, SMALUMEDlUM H , 35 s.f. 5 Pavement Af Graded Connections STABILIZING AND BASE AT INTERSECTIONS DIMENSIONS ARE +OR - 1. !n Acwrdance WltA Index No. 516 COMMERCIAL 12 s.f. i6 s.f. Or As Smwn In The Plans Or As Stipulated By Permit m Right Turn Arrow To Be Reverse 2-~ PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS-OVER Ir s.f. Varies Varies•Oefermined By Orlve W1dPo And AngleVarles MATERIAL TYPES AND THICKNESSES IN DRIVING NOTE: When arrow and pavement message are used used AREAS FOR RURAL AND URBAN CONNECTIONS 5' together, the arrow sha116e loarfed down stream of the pavement a - . PLAN 31 from the pavement message by a distance of 25' JBase of the arrc nm of the pavement message and shall be seperafed DIMENSIONS ARE +OR - P: 5' (Base of the arrow to the hose of the message!. THICKNESS (INCHES) ~ ~ ~ 1 i PAVEMEN Sod-See Index D3 for Sidedroln COURSE MATERIALS ® CONNECTIONS ® ROADWAY PAVEMENT ARROW AND MESSAGE DETAILS ~ S•f NOTE: When markings are applied to median noses they shall be yellow In color. AM Index D2 For Crosndrain sad Shoulder Shoulder Structural Ash Itlc Concrete 2 3 gl ~ 8roken White LaneLlne Whit 1 - See opposite Wtdlh NaHes1 Yellow Edge Line ~ Llmerock (LBR 1001 4 5 LEGEND .;n 6" 6" ~ , , Edge of Pavement Cemented C ulna (1BR 1001 4 5 ~ Graded Or Paved ~ I . -Q~ Sib Drolnage PJpet•Y ~ yy ~ Required Paving Dotted Ltne 1 Turnln Guide Llne 1 L T f0'~+30-w10'-F•••30-~r10'-r-30+µ10~+~~ 8roken Yellow Center Line ~ ~ 5' Yellow Edge Llne - R' White Travelway F,L. R ! h ~ s ABC-1 fMarshaU 5GC1 , 4 4~ Limits Of Department Maintenance ~,r. ~ F ~ ( p • ABC-2 (Marshall 7501 4 4 NOTES 12,1 g,12d q' 121 q~ 121 q~ 124 4,121 4' 12' T ~ ® 30' ®30' ~'Yellow~~ Full White BASIC COLOR RULE ~ Lane Wldfh ion ABC-3 (Marshall 10001 4 4 White Mitered End Section Mitered End Sect i. Auxiliary tone pavements and crossover pavements smll be S Index No. ~3 For Slde Drains 1See Opposltel Solid Whffe Edge Line Or Lone Llne ~ White !lees separate flows In the same direction 6 Delineator Post Edge Line No. zr For Cross Drains Bases So!!-Cemenf (Plant Mlxf (300 ps11 4 6 maintained by tAe Deportment Two-Lane Passing Prohibited (Yellow 1 Index 2 v,. 6" Yellow !toes separate flows In the opposite direction R3 4 -~e!!ow Edge Line Curb 4 y Yellow dotted lines may be used lnspeclal cases - - - - = ~ Valves-Determined a S! a Interoept .Bank Run SheN JLBR 1001 4 5~ 2. Department molntenanoe of turnout pavement smll extend out to ~ ~ Y ap 5 feet from edge of the travel way or limits of paved shoulders, 4 Sand-Clay JLBR 751 5 7~ and, extend ro ficiude auxNiary lanes. The remainder of any furnwt ~ Sc 5olld White Channelizfig Une 1 Centerline G~ uHer LONGITUDINAL SECTION paved area on the right of way smll be mamMlned by the owner or T Shell (LBR TOl 5 7~ his aufmrized agent As a tunctlon of routinely reworking shoulders, , . T t ' ~ r ~P'~• _ 1T~ Paved Road Paved Road - Rocdway shoulder, Turnout the Deportment may grade and snipe existing material on rron-paved Double Solid Yellow f Or Wh1te f Toper Or Turnarf AuxNiary Lanes Soif-Cement (Road MIX1 J3Gb psfl 6 6 a~ees beyond the maintaned pavement R .Pave See Sheet 4 Of 4 3. Control and intenarme of dro! a facliitles within the rl ht of w Ex d'v1' - Graded Aggregate 4 6 ma nag g aY =4" Exfenslon Of Edge Lfie Through* ross-Over Area ~ - smll be solely the responslbiflfy of the Department, unless specffled v Exlstfnp Or Proposed Drive ~ Q Minimum thickness. differentty by Department permit 6 _4' I g'I !0' 16'I !0' 16' I ID' ~g'I 10'16' 110 16'I ®T ®All materials smN be apprmed d,' the Department prior Po being plied. 4. The maintenance and operation of highway lightnp, traffic signals, ~ White Or Yellow G' Whlte,~ 6" White a Q Connection structure other iron traffic lanes. See Notes 1 and E below. assoolafed equipment, aM other necessary devices smll 6e the TYPES OF PERMANENT LOh ~ responslbplty of a public agency. ® Travel way bares (bypass lanes), auxlDary lanes servmg more than a single connection, and off median crossovers 5. All ement markln s an the Sfdfe hl hw s Inciudl acceleration MANENT LONGITUDINAL LINES _ ,r s~ white skrp _ _ _ _ _ _ _ Gutter r-6" Yellow Edge Llne 6" Yellow Edge Line ` ~ Z' Uf Appllwblel Point Of Connection m Rrofudfng their auxiliary lanes and/ar translNon tapers. See Notes I and 2 below. pQ1~ g g °y ' ~ and deceleration tone markings, and signfig installed for the v PROFILE AND END VIEW NOTES operation of the state highway smil be maintained by the Department. 6 ~6" Whlta Grassed Median W1th Or - ~ 6 The pavement should be sJrcrcArrolly adequate to meet the expeofed traffic loads and should not be less iron that crown above 6. AI! slgnmg and marking msMlled for the operation of the annectlon C~ O O C~ - ~ Drainage pipe size and length smll be trot shown on the pions, or as stipulated by permit, or, as determined by the Engineer except as approved by the Department for groded cannectPons. Other Department approved pavement equNalemes may de used (such as sMp bars and stop signs for the connection) sm11 be the 10' 15' _ durfig wnstrtrotion. The size smil be at least that esfabilshed 6y the FDOT District, but not less than 15" diameter or equNalenf. a{ me discretion of the Engineer. For addfflonal Infonnatton see Index 5fA responslblllty of the AermiMee. 15' 0 (Reflective R.P.M.15 ufl Lane Width Dellneafor Post Without Curb _ _ _ _ _ _ 6" White line Begins Opposite Radius Polnf - -G' Yellow Edge Lfie Edge Llne Edge of Pavement For minfmum cover over drainage pipe see Index No. f05. Pipe arch or elliptical pipe may be required fo oMofi necessary rover, ~ ~ lfion M ens N he m strocluro as the addti raodw emenf or an of the WlMOUf Contrast WlMouf Contrast Markings _ _ 6'-10' Sklp ~ - 6" White Edge Line At minimal cover appllaatlans a modified pavement apron is permitted. See PERMISSIBLE PAVEMENT MODIFICATION index No. 273. 2. Auxiliary lanes and their trans p sm bet sae ng aY Aw Y - . Fors 1 between adjacent pipe end treatments see index Na 273, roadway shuePores tabulated amve, whichever !s thicker, LIMITS OF CONSTRUCTION AND r ed turnouts to rNate roe as directed tm E sneer in accordance with Section 3. ff an aspmlt base course (ABC11s used for a hlroout, !fs thickness may be increased to mamA the edge of roadway pavement ~ Stable material may be required fo grad p P D NY by ~ in ilea of a separate structurol course. S!x t61 fiches of PoHland cement ancrefe will 6e acaepM6le In lieu of the aspmft MAINTENANCE FOR RURAL CONNECTIONS End At Radlu ~ o PLACEMENT OF EDGE LINES 102.6 of the StandaM Speclflwitans. rose and siructurol courses. See Notes 4 aM 5 below. C1 O O O ~ * l~ a (Reflective R.P.MJ , IOD' Std•,50' Mln• Q Edge Llne In Turn Bay Is o p 5 15 - -I adlus Pofi Paved Road i~ p p ~ ' The 5' emenf of raded. rtneations Is rrot r aired where there Is paved shoulder 4' or more 1n width. The 5' pavement 10 iO_ ~ ~ g ~ ~ 4. A strucArral course !s required for flexible 1 r ulrement be waked for aonnecilons serving one or two comes or field entrances with less tAan ED trips per day, pavements when they ore used for auxllJory !ones serving more than a sirple 0 tional As Shown In Plans ~ 1°~' connection, _ _ or 5 (rips per hour as approved by permit or by the Engineer, or when not itemized !n the plans. With Contrast M With Contrast Markings Delineators are 0 tional. ~ ~ . M ~ ('1 p"°S ~ ~ p , " ~ ~ 5. Connections paved with Portland cement concrete smll be Class I cwncrefe at least 6" thick, The Deportment may require _ Paved turnouts are to be constructed for all paved ~nnecting fac!lMies. The canneatlrq point wN! be determined by the Enplneer. greater thickness when called for !n the plans or stipulated d! permit. Noterials and wnsh~mt/on are 1o wnform with NOTE: Ceramic Markers should not be (nsfalled Unless spectf 111 ~ 1' M ~sfalled unless speclflcady called for Jn the plans. Use !s limited to high _ _ Paved Pornouts are >o m instructed for ail business, commerolol, Industrial ar high volume resldantlal graded connecting facilities, FDOT Standard Speclflcmflons Sectlans 345, 350 aM 322. volume seetlons with ADT's greater than 50,000 where The connecting point smN be 30' from edge of roadway pavement or at R/W Nne, whichever Is less. where clannelfzatlon IS required. er than 50,000 where lane changing is to be discouraged or other areas PAVEMENT MARKINGS FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS ~ I'~ ma, ` ' 6. The Department may require other pavement criteria where local ~ndltions warrant. Paved Arrnouts are to be mnslructed for all connecting facliltles over 40OD vehicles per day. The wnnecthq point smfl be - at the R/W line. NON -REFLECTIVE CERAMIC PAVEM~ ~RAM1C PAVEMENT MARKER PLACEMENT ' i~ . . ~ sea 'Summpry of ceametria Regairements Far Tarnauts" amrt far return radN Iengtls and supplemental ,nrarnatian. PAVEMENT STRUCTURE FOR TURNOUTS AND AUXILIARY LANES ~ ~0~ ~ r of s 17346 - T E 515-1 RURAL TURNOUT CONSTRUCTION ABL 5 of 6 515 EI L I C..~_ J. T T ~e a eTo I E ¦ PLANNING & DEVELOpU'ENT - I ~ E p; SERVICES l-~.•..-..... C1_ . ------,,t.~,_._.__ . CLIENT: PROJECT NAME: SEC. 15 rwP. 29S RNC. 15E PROJECT NO. DATE BY REVISIONS 0 zaoa c - NUMBER Enginee DRUID couRrraRD THE C O U R T Y A R C) -The ne Right ,Si'u~hltp "tdY PVS SHEET m 2002 by Professional DRAWING TYPE.- Engineering Resources, Inc. Y GMc NUMBER All Rights Reserved ECKE •BY';; PVS 03-1460 ~.e A7E, f~,?~' -t ;,5-,2-05 The arrangements depicted CLEARlR/dTER, L.L.C. berem a IF E It z herein are the sole property ? PRELIMINARY t L1 1112 SOUTH MISSOURI AVE, SUITS 906 - SCALE Resource of Professional Engineering ® CONSTRUCTION Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. a be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD CLEARWATER, FL. 33756 PAVING GRADING AND DRAINAGE DETAILS P1,T.S, without be repro without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 PAUL'' V. SP... RMA,REG• NO. 35628 CONTRACTOR TO FILL AND GRADE FROM EDGE OF PAVEMENT EAST PROPOSED 42' EXISTING 6' EXISTING 4' VERTICAL CURB CONCRETE SIDEWALK 46,35 WEST WEST TO RETAINING WALL ELEVATION, PROPERTY LINE PROPERTY LINE HIGH FENCE TO BE SODDED PROPOSED (TO BE SODDED) (TYP,) ~ CONCRETE SIDEWALK (TO BE REMOVE?) (TO BE REMOVED) PROPERTY LINE _ p PROPOSED I I 19' 24' 19' EXISTING MARTIN LUTHER PROPOSED F,D,O,T, KING JR, AVE. PAVEMENT 3' DROP CURB ' ' MEET AND MATCH p PROPOSED DECK PROPOSED BUILDING I I, BUILDING PARKING ISLE PARKING PROPOSED 48' EXISTING GRADE (F,D,O,t INDEX NO. 300) ® 1.50' MIN, ASPHALT PAVEMENT, AT PROPERTY LINE SPACE SPACE p ALUMINIUM HIGH FENCE PROPOSED PAVEMENT PROPOSED ~ ® ® ® TYPE S-1 _ EXISTING 4' S0 YR, EL= 44,86 F,F,E~ PROPOSED (SEE DETAIL) WHEEL STOP CONCRETE SIDEWALK ® 25 YR. EL= 44,53 I I WHEEL STOP EROSION CONTROL _ - (p I I (SEE DETAIL) 70P OF BANK ~ ~ 2/ EXISTING GRADE _ EL.= 45,00 WATER QUALITY EL= 4193 ' PROPOSED E ~ ~°'•.,~,..al~•~•,,., v~•',°~ p 4,1 HORIZ, TO 1 VERT, _ _ _ _ _ I ® SLOPE (TO BE SODDED) - 11=III=III=III=III=III=III =III-III-III-III-II °d d ~ _ _ - I ~ I-III-I I ~ I I ~ I I ~I I~ I-III=I I I=II I=I I I- III III ~ ~ I I ~ y - ~ -A•-'•y-~•~.~ _ I III-III-III -III-III-III II -I II- -III-I - - - I I II II p ' _ _ I II ~ II I II ~ II I I; I I I- ;III III=111-..III'--1~,~- , ,-•-~ITI=i~=1T1'~1TII, :III- "=111111=III=III=1`~I-'-"' -III=III,-III=-III= -I ~ t- DETENTION POND COMPACTED CLEAN FILL I -I I I~-I I ~I I I F`=1 ~ I CONTRACTOR TO SAWGUT ~ • ~ / - ~ ~ ~ ' -II4 BOTTOM EL. 41,52 (SEE TESTING SCHEDULE FOR r EROSION CONTROL 1 - _ COMPACTION REQUIREMENT) ! EXISTING ASPHALT TO FORM / y ~ ~ ~ _ I ._I ~ ~ ' \ , ' A STRAIGHT EDGE, CONTRACTOR _ - ' (SEE DETAIL) III- APPROXIMATE I 4,1 = EXISTING GRADE COMPACTED CLEAN FILL ! ; ~ I I I (SEE TESTING SCHEDULE FOR TO MEET AND MATCH / I I - - - ~ ~ ? ~ ' EXISTING PAVEMENT, (TYP) ' • i y -I _ ~ I- ' I Ij--~ . • PROPOSED CENTER LINE I COMPACTION REQUIREMENT • I i - - I ,~I 1- _ -Ilia` OF DRAINAGE SWALE (SEE GRADING PLAN FOR TO BE SODDED - - - - - - - PROPOSED RETAINING WAL PROPOSED ELEVATIONS) (TYP) (DESIGN AND PERMITTED BY OTHERS) PROPOSED RETAINING WALL III-III- ~ ~ -III- ~ ? . _ _ _ (DESIGN AND PERMITTED I1~111=III=111~I1~~I11-111-111_111=11 =III=III=III=III=III=III=III=III=III= BY OTHERS) I I=III III=I ~ I=I _I ~ 1~11rI ~ I=I ~ 1=I~ 6' MINIMUM CRUSHED CONCRETE (GRADED AGGREGATE) 9' MINIMUM COMPACTED SUBGRADE MEETING F~D,0~T, SPECIFICATIONS 204, LBR = 40 AND COMPACTED TO 98% ~I11=111=111=11 _111=111=111=111=111= CONTRACTOR TO ENSURE THE CRUSHED CONCRETE OF MAXIMUM DENSITY T-180 IS FREE OF DELETERIOUS, FRIABLE OR ORGANIC COMPACTED CLEAN FILL S,H,W, EL= 3700 ~ i 6' F,DA,T, NO. 57 STONE i MATTER WMEN IT IS DELIVERED TO THE SITE, (SEE TESTING SCHEDULE FOR IT SHOUD CONSIST ONLY OF CRUSHED CONCRETE COMPACTION REQUIREMENT) I ® T m AND HE FREE BRICKBATS (BURNT, RED-CLAY, HRICKS7 AS WELL, SSE( I Ids S SOUTH CONTRACTOR TO FILL AND PROPOSED 6' DE ROM EDGE OF PAVEMENT VERTICAL CURB PROPERTY LINE GRA F TO RETAINING WALL ELEVATION, PROPOSED 4' PROPOSED NORTH (TO BE SODDED) CONCRETE SIDEWALK CONCRETE SIDEWALK TOP OF BANK PROPERTY LINE EXISTING 4' PROPERTY LINE EXISTING 6' CONCRETE SIDEWALK 24' EL.= 4500 VERTICAL CURB (TO BE REMOVED) 4269 ® 5,50'/. (TO BE REMOVED) PROPOSED F~D~O,T, ® ' PROPOSED 48 19 PROPOSED PROPOSED ALUMINIUM PARKING ISLE BUILDING BUILDING MEET AND MATCH EXISTING DRUID 3' DROP CURB _ J HIGH FENCE SPACE ~ 1 EXISTING GRADE p ROAD PAVEMENT (F,D~O~T, INDEX NO. 300) PROPOSED PAVEMENT F,F,E, (TO PBE SODDED)(TYP7 F.F.E. 50 YR, EL= 44,86 PROPOSED (SEE DETAIL) WHEEL STOP 25 YR. EL= 4453 EXISTING 4' CONCRETE SIDEWALK ~ m~ EROSION CONTROL _ <SEE DETAIL) WATER QUA41TY I I p ' . ~ . ~ • . ~ • • • • ,b ' ~ , ' .e • • ' • . • a EL= 4L93 - - ` I-III=1II-1 -~=1i1=lit=~=il ,ail=1~1=IiI=1i1=iI =1I~-1II-1II-1I ~II-III-III~III ' ~ ;III-111_111; II;III~III„ IIIII;IIII;, - II;IIIII;IIIII;IIIII;IIII_I ~-III-III, 11- , `J ' =III=III=1 I i=1 I I - - ~~e~.~~ ~ p ~Q.~:'•"•' ~ • • . •,.-'~i=-III=I I II i =III=III=III=III-'Ir--._ ~ .III: ~-III=111-111=111=1I I=111_°--.fl=il I-111= -111= I -III =111=X11.;,,11 I~,III I II_=III ~ ~ ~I_I; APPROXIMATE EXISTING CRA?E _I~: PROPOSED RETAINING WALL PROPOSED CENTER LINE COMPACTED CLEAN FILL I .III,-~1 CONTRACTOR TO SAWCUT ~ ~ / ! i~ I ~ I I -III-III-~' EXISTING ASPHALT TO FORM VIII- ~ I~-~~ EXISTING GRADE (DESIGN AND PERMITTED OF DRAINAGE SWALE COMPACTED CLEAN FILL PROPOSED CENTER LINE (SEE TESTING SCHEDULE FOR .i1- 4.1 EROSION CONTROL BY OTHERS) (SEE GRADING PLAN FOR (SEE TESTING SCHEDULE FOR OF DRAINAGE SWALE COMPACTION. REQUIREMENT) - (SEE DETAIL) A STRAIGHT EDGE CONTRACTOR ~ ' _ TO MEET AND MATCH ~ / _ - - PROPOSED ELEVATIONS) COMPACTION REQUIREMENT) (SEE GRADING PLAN FOR PROPOSED ELEVATIONS) - PROPOSED CENTER LINE EXISTING PAVEMENT, (TYP) i III ~ _I I _ / / - I II -I'1 9' MINIMUM COMPACTED SUBGRADE I- LBR = 4D AND COMPACTED TO 98% COMPACTED CLEAN FILL TO BE SODDED OF DRAINAGE SWALE (TYP) (SEE GRADING PLAN FOR (SEE TESTING SCHEDULE FO • / / / I Imo, OF MAXIMUM DENSITY T-180 COMPACTION REQUIREMENT PROPOSED RETAINING WALL PROPOSED ELEVATIONS) (DESIGN AND PERMITTED 1-I! I- I I-! PROPOSED HY OTHERS) -III-I -Ic 41 HORIZ, TO 1 VERL I=III-I -I ' SLOPE <TO BE SODDED) COMPACTED CLEAN FILL 6' MINIMUM CRUSHED CONCRETE (GRADED AGGREGATE) (SEE TESTING SCHEDULE FOR MEETING F,D~O~T~ SPECIFICATIONS 204, COMPACTION REQUIREMENT) CONTRACTOR TO ENSURE THE CRUSHED CONCRETE DETENTION POND IS FREE OF DELETERIOUS, FRIABLE OR ORGANIC MATTER WHEN IT IS DELIVERED TO THE SITE, m ~ m BOTTOM EL- 41,52 ' I S.H.W. EL= 37,00 ' IT SHOUD CONSIST ONLY OF CRUSHED CONCRETE AND BE FREE BRICKBATS (BURNT, RED-CLAY, I ii BRICKS) AS WELL, • h C O®SCTIO • ' It ;i , - n 2'-3 4'-1' TE~~ NO ~ 6' 3'-1' 6• i. Type „A.' A99regate: SKIMMER (SEE DETAIL 'A'7 SKIMMER FILTER AGGREGATE FOR UNDERDRAINS SHALL CONSIST OF WASHED MATERIAL MEETING F (SEE DETAIL 'A') ROAD & BRIDGES SPECIFICATIONS FOR SILICA SAND & QUARTZ GRAVEL CONTAINING LE: dATERIAL MEETING F,D,O,T, 0 2'-0' 1.95' THAN 1 % (BY WEIGHT) OF SILT, CLAY AND ORGANIC MATTER, SAID MATERIAL SHALL /EL CONTAINING LESS i MATERIAL SHALL HAVE NORTH A ~ UNIFORMITY COEFFICIENT OF 1,5 OR GREATER, AN EFFECTIVE GRAIN SIZE OF 0,20 - 0,. A r-TOP OF SKIMMER MILLIMETER AND SIEVE ANALYSIS (IN PERCENT OF TOTAL WEIGHT PASSING) AS FOLL01 I SIZE OF 0,20 - 0,55 PROPERTY LINE 'ASSING) AS FOLLOWS , ~ EL.= 44,85 - - 3/8' = 95 -100% Na N0,4=95-100% o'^~e a NO, 8 = 85 - 100% ' M~ y ® o c - m c ~ GRATE ELF- 4485 NOS 16 = 65 - 97% .I . ~ ~ m :I~' I I : I: ro N g~ :'I:':':'~0 I I 0:•:•:•l•:•: NO. 30 _25-70% /8'x2-1/2` S,S. BOLT NO. 50 - 5 - 35/. •:I•: I I :I:• _ :.I. • : • : • : I I (TYPJ NO. 100 - 0 - 7% I • •:I•:•:•:•0 I t .•:1;::: NO. 200=MAX,2% :~I:•:~:•: I I •:•1•:•: •;I•;•;•:• L__} THE AGGREGATE SHALL BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERI . .,I.,.,.,. SLOT BOTTOM WASHED SHELL & LIMEROCK SHALL NOi BE USED FOR FILTER AG . . 0 0 EL.= 4L93 GREGATE, PERMEABIU ELETERIOUS MATERIALS EGATE, PERMEABILITY 4`x3-1/2'x5/16' •:I~;~:•:• ;•;1:•;~ OF THE AGGREGATE SHALL BE 3,5 FT/HR. MINIMUM. ' GAL ANGLE IRON '~I'•'•'~' ~ ~ BOTTOM OF SKIMMER :I• • STORM DRAINAGE PIPE . ~ : : • : • : • : • : • 1 TYPE C TOP OF POND PROPOSED SWALE STEEL Gf?ATE : • • a•: .:m.• • PROPERTY LINE EL,= 45.00 ' p Stra! ht Bors 2'x p FLTER CLOTH MEET AND MATCH B 9 ~ ~ ro p EXISTING GRADE PLAN VIEW Retfcullne Bars I~ x~• (AMOCO PROPER - AT PROPERTY LINE Bands l~ x# fAHRIC 2000) PROPOSED CENTER LINE Approx. Weight 100 lbs. TYPE "A" AGGREGATE PROPOSED S D SOD I OF DRAINAGE SWALE , O SLOT WIDTH = 0,39 ¦ (AS PER NOTE N0. 1) - (SEE GRA?ING PLAN FOR SECTION ~ B NO SOD IS ALLOWE? (fTLTER BED) I NATIONS) I PROPOSED ELE OVER ROCK MEDIA TqP OF BANK 3,00' TREATMENT LEVEL _ EL= 45,00 EL. = 41,93 _J 1 41 EROSIDN CONTROL _ BOTTOM OF POND 41 _ I 3 3/4' 3-3/4' EL = 41,52 CENTER LINE OF (SEE DETAIL) F,D,O,T, NO. 57 I 2-1/4' STONE PROPOSED SWALE, SEE PAVING, GRADING AND _ ® 2,00' 2-1/4' 3/8' GALV, PLATE - - - - - - • v EL. = 4193 1.93 DRAINAGE PLAN FOR PROPOSED ELEVATION, .II_ SKIMMER SKIMMER p b00 O (SEE DETAIL 'A') EL. = 4152 =I~1- _ 3'x3-1/2'x5/16' OOp000p ~ . • 0000 1.52 ill. GRATE 4x3 1/2 x5/16 GALV, ANGLE IRON 0000000~j, " • `q P0000 °o , TOP OF SKIMMER GALV, ANGLE IRON O 0 0 C~ _ 4' 0 0 0 0 D o 0 4 ADS W/SOCK ` EROSION CONTROL EL,- 44,85 ~ ALL EDGES TO BE ROUNDED ALTER CLOTH 0000000 ~ 0 (360' PERFORATION) W/SOCK ERFORATION> 40,52 (SEE DETAIL) ~ AMOCO PROPER p 0 INN, - 40,52 GRATE EL,= 44,85 In FABRIC 2000) 0 0 0 ~ 0 0 PROPOSED EL. = 40,27 0,27 FILTER FABRIC d'~' FILTE ~ FABRIC m _ 1' (TYP. TOP OF STRUCTURE d PROPOSED (AMOCO 4545) 4.1 HORIZ, TO 1 VERL POND BOTTOM EL,= 41,52 ''II a a SLOT BOTTOM U F,D~O,T. NO. 57 6• 1,52' 2' 1' SLOPE; (TO BE SODDED) I PIPE INN, EL.= 4193 (TO BE SODDED) v I c - - ~ ro STONE ' STORM EL. 37,50 3/8'x2 1/2 S.S. BOLT _ ~ BOTTOM OF SKIMMER @ 9' O.C, (TYPJ DRAINAGE PIPE I,~, ~EL= 41,43 SIDE DRAIN i ~ ,r, TOP OF TREATMENT EL, 4193 ' ° 4 _ •v 12' SMOOTH FINISH BOT OF TREATMENT EL, 4152 • VOL OF TREATMENT (CF) 2,9040. ° a EL,- 40,93 Q n •a v •a S.H.W. EL. 37AD S~H,W~L~ EL. 37.0 ~ ~ I _ .i ~ < 4 4 . -I ~ ~-III-III I I-I ~ 1- - Q • , .111-III-11-III-1 ~ e FILTER BED HEIGHT (FT) 1,66 ~ h FILTER HED DEPTH (FT) 2 . :III-1 I I=1 I I- I I-11 I. • I a'•• FILTER BED LENGTH (FT) 30,0 BBB B v 1/4' WELD - - - - - - - - UNDERDRAIN INVERT (FT) 40,52 • . e' El; 3650 ~ EACH SIDE • ro ° o . j i , PROPOSED 6' U + : , U ' FILTER FABRIC CONTRACTOR i0 CONSTRUCT 2'x2'x6' i • BOTTOM OF SKIMMER EL. THICK CONCRETE PAD CENTERED DERAIL A ET 1~TI CONCRETE GROUT ON BLEED DOWN SLOT W/ WWM OR FIBER MESH, T DTI _ _--~.~J ' IP 40 @ 9' O,C,E,W, ~ I EVIL ~ ^ ~ ~ooo r . PROPOSED 4' UNDERDRAIN TE TI s ALE ®1 c INN,- 41,00 SCALE ®~~A 2~ ~ PLANNING- ~ir _ & L~VELC°.'v~FNT T LL T T E T IL SECTION A A SEhVIC i ~I ~ . CLIENT: PROJECT NAME:. SEC. 15 TWP. Zgs RNC. 15E PROJECT NO. DATE BY REVISIONS a2002 by DRAWING TYPE 4ES1d~'~' BY Pvs SHEET Q 2002 by Professional MBER sngtneert A weTCp T Y A R D., 0.~-14fl~ All Rights Engineering Resources, Inc. r~ ~r .a 8Y GMc NUMBER DRUID COU{QTYARD THE L; t j Ui NU All Rights Reserved t~ HECK',tJBY, PVS The arre I V~6~7~WPiIG1~y Le Le Ve hernia a - ! 1112 SOUTH MISSOURI AVE.' SUITE 106 SCALE Re9ourrce CLEARIR/ATER, FL. 33756 PAVING, GRADING AND DRAINAGE DETAILS ~cnoui IVIT,SI 1 6-20-05 SAG REVISE PL AS PER TS. The arrangements depicted 'DATE fy 5-2-05 herein are the sole property L ? PRELIMINARY of Professional Engineering ® CONSTRUCTIOISJ % Resources, Inc. and may not F646 ENGINEERING RESOURCES, INC. a. , be reproduced in any form NORTH ST. PETERSBURG, FL. 33702 ? RECORD without its written permission ~fi AU ~V: SMA, NO. 35628 NNERS, PERMIT EXPEDITORS (727) 576-2007 i NER . SYMBOLS END CONSTRUCTION SiGNS CONTENTS PREFACE Clear one fC71 Clear one fCZI Trove! Lane Used Travel Lane Used Trove! Lane Used Travel Lane Used Travel Lane Used Travel Lane Used Afl raJects and works on highways, roads and streets shall have a The symbols shown are found to the Traffic Contra! Zone CeN The END CONSTRUCTION sign fG20-21 should be erected approxlmafely CADD s stem. Clear Zane (CZ! • _ Preface tratftc control plan. All work shah be executed under the established Ubrary fTCZ.cel11 on the Y 500 feet Beyond the end of o construction or maintenance project, Clear Zane iCl! For Traffic Control X Shoulder For 7rafflc Control Shoulder For Traffic Control or Traffic Control for Traffic Control X For Traffic Control Manual On Uniform Traffic Control Devices plan and Department approved procedures. This Index wnfalns Symbols assigned fo the 600 sarles Roadway Design Standards unless other distance calved for in the plans• Where other Construction Inforrmtian specific to the Federal and State guldetines and standards and applicable to traffic control plans, unless otherwise Identified or MalMenance Operations ocGlr w1Min one(Il mile, this sign should X Abtvevlatlons r Etc control ions and for the execution of follows: Lane(sl being Used x x mbols for the preparation of t of p to the pions, are as be omf8ed and siggning coordinated in acordance with Index 60D, SY traffic control !n work zones, for construction and maJntenance operations ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING, For Traffic Control y Warning Devi Warning Device Warning Device Warning Device Or Barrier Or Barrier Or Harrier Warning Device _ and ut!!1 work on highways, roads and streets, fh bounds 1 Or Barrier Deflnlttons tY ®Work Area, Hazard Or Work Phase (Any potiem w! in a ry R lotory Speeds fn Work Zones es are onl to l y Warning Device y y Or Aarrler ~ Index 600 provides Deportment policy and standards, Chang Y ~ Sign W1fh 18" x 18" (Min.) Orange Flag Artd Type 8 Light AdJoJning And/Or Overlapping Work Zone Slgning be made into Department approved procedures. Indexes 602 fhru 651 provide A Y Or Barrier y Y Intersecting Road Slgning And Signals typical application for varJous slfuatfons. Modlftrwtion can be made fo these p Drum DETOURS ~B ~ - • C nnelJzin And Li tell Devices indexes as long as fire changes comply with the M,U.T.C.D. and Department T e I Or Type .D' Barricade Or Vertical Panel Or Drum Edge Of Trove! Lane ha g 9 ng standards. ~ YP Detours can be located eliher within the direct or regular route Or Back Of Curb -~B o ~ ~ Dropoffs in Work Zones type I Or Type II Barricade Or Verffrol Panel Or Drum (With Flashing Ught f>oundary or over highways, roads or streets outside the direct or Wamlr>Q Lights The sign spacings shown on the Indexes are typical (recommended! distances. ~ At Night Only) regular roofs boundary. Eng)neering Judgement should be used to ht Distance To Delfneetton Devices These distances mmaayy be Increased or decreased Rased on field conditions, in rum fW1th Stec Burnt LI ht defermfne when detour signing is required for minor shift to the CONDi T1ON I Slg order fo avoid conflJcfs or fo improve site specific traffic controls. Type I Or Type 71 Barricade Or Verflcof Pane! Or D dy ng g T10N I ~ ~ AlA ~B Channellzing And Lighting Device ConsJsfency ~ At Night Onlyl. Tubular Markers Moy Be Used During Daylight only direct orireguJar route. Pedestrians And Bicyclist EVICES Barricade Or Vertkal Pane! Or Cone Or Tubular Marker Or Drum ! SHOULDER DROPOFF 1ROPOFF CONDITION II CONDlT10N III NJ nNlme F! m MANUAL ON UNIFORM TRAFFIC CONTROL "D ! on 0 Type I Or Type 11 1. This condJtlon to be used when excavating adjacent g aAg g The Florida Department of Transportation nos adopted the "Manua • Cone Or Tubular Marker ~ excavating adjacent to lanefsl OROPOFF BETWEEN TRAVEL LANE AND SHOULDER DROPOFF BETWEEN TRAVEL LANES Reflectorized Raised Pavement Markers Uniform Traffic Control Devices For Streets And Highways (MUTCD/ VARIABLE MESSAGE SIGNS (VMS) befog used for traffic control. Sign Coverng And Intermittent Work Stoppage Slgning and subsequent revisions and addendums, aspublished by the Q Type I Type If Or Type III Barricade Or Vertfcol Panel Or Drum The VMS ~n be used for 1. This condltfon is to be used when resurtacing or milling travel Janes and/or 1. This crondltion is to 6e used for resurfocing or milling travel tones. adjacent shoulders. rm practical under project conditions. 2. Warning device or barrier must not encroach on Pane wldthfsl designated U.S, De rfment of Transporfatlon, Federoi Highway Administration, l11 Supplement standard signing In ronstrucflon/maintenance work zones. 2. Distance X is to be the maximum practical under pri Remavfng Pavement Markings for mandatory use on the S}ote Mafntalned Highway System whenever ~ Type I, Type II Or Type II< Barricade Or Vertical Panel Or Drum (With Flashing (21 Reinforce static advance warning messages. 2. Warning device or ~rrier must not encroach on fnne widthlsl designated as minimum for traffic control practical for project conditions. as minlmum for traffic control Superelevetlan there exists the need for eonsfruottan, maintenance operations Llghtl 131 Provide matorisis with updated guidance infornatfam 3. Distance Y should 6e maximum practical for project Lane Widths or uttltiy work. Type I Type li Or Type .ID Barrlrwde Or Vertical Panel Or Drum fWiM Steady Two (21 feet Js desirable. 3. X and Y should be maximum practical for project conditions. May be zero. 3. X and Y should be maximum practical for project conditions. May be zero. ~ Bumfng L;ghfJ The message should be visible and ledglble at a m!nlmun dlsfarae of 900 Length of Construction Sign feet. Alf messages should be cycled so that hvo message cycles are 4. Warning deuces or barriers are not fo encroach on End Construction Slgn ABBREVIATIONS ~ Type III Barricade displayed to a drNer while approaching the sign from 900 feet of 55 mph, e not to encroach on lane wldfMs) 4. Sign W8-9A with UNEVEN PAVEMENT plaque required at Intervals of 4. For speclflc requirements use Clam A below. ~ mile maximum throughout this condltlon. - a Desi n Standards and designated for traffic control. Detours Abbrevlaftons assigned fo the 600 series Roadw y g applirble h traffic control plans, unless otherwise identified 7n the ~ Type DI Barricade lWtth Ffashing Llghtl VMS should be placed approx. 500 fo 80o ft !n advance of the work zone Clad A or B below, as opplkable. 5. For speclflc regulrements use Chart C below. r1 ble Mess a Sl ns NMSI c cam !ex traffic wnfrol schemes 5, For specific requirements use Chart A or B below, Vo a ag g conflicts or f¢ fa 2 tulles fi advan a of p ~~`i~ _ plans, are as follows ~ Type .Ill Barricade (With Steady Burning Clghfl Above Ground Hazards which require new and/or unusual traffic nanewers - Clear Zone Widths TCP Traffic control pionfsl ~ Ih Work Zane Slgn RoadsJde Barr/ers MUTCD 'Manual On Uniform Traffic Contra! Devices For Streets And HJghways Q Flogger ff VMS are to be used of night, the intensity of the flashers shall be CHART reduced doting darkness when lower Intensl les are desirable. CHART A CHART B CHART C ` Chart-Dropoffs TCZ Traffic control through work zones ~ Traffic Signal ~ ALL SPEEI ALL SPEEDS 45 MPN OR LESS ic,d,el ALL SPEEDS ldentlficaflons-Channellzing And Llghtrng Devices L Taper length, buffer length or taper length plus Differ slwce For additional information refer to the FOOT roadway Plans Preparation e. lateral offset •o• once Warntn Arrow Panel Manual, Voume b chapter lo. NO CURB AND C Borger Wall Transitions W Wldfh of taper tronsMlon in feet, 1. Adv 9 JO CURB AND GUTTER CURB AND GUTTER CURB AND GUTTER OR NO CURB AND GUTTER Sf nin -Common! Used SI ns S Posted speed or off-peak 85 peroentlfe speed Portable Sfgna! g 9 Y g ~ X D RPM Raised reflectorized pavement rtarker Affenuator ~ a ROADSIDE BARRIERS Device Required X D Device Re wired X D Device Required A/8 Active a Inactive ® rFt.1 rrn.l A/6 Active m inactive ® tFt.l Un.l A/B Active 0 Inactive fFtJ (1nJ A/8 TMA Truck mounted aHenuator Work Zone Work Zone Work Zone Work Zone Work Zone Work Zone COMM Traffic Control Standards CommlHee r Sfop Bar ~ When connecting temporary canorete barrier wall to guardrail the w Work Vehicle With Flgshfng Beam connection shall be made fn aa:ordance with index No. 414. _ ® 0-4 s2 AnY Any None None 0-10 ~ /2 Any None None 0-CZ s l~ Any None None 5hadaw (SI Or Advance Waming (AWl Vehicle 0-4 >2 to s3 AnY W WIffi Advance Woming Arrow Panel And Warning Sign. 0-4 >3 Any W Any Warnln Devicera Warnin Devices - >12 An Warning Devicera Warnln Devlcer 0-CZ >i~tos3 AnY Worning Device(gl Warning Device(gl Any Worning Devlcero' Harrier rm >/O An Any None None 0-CZ >3 Any Worning Device Barrier a Truck Mounted ANenuafor (THAI > 4-10 s3 Any ~+Y None None icl Th1s chart to be used with Condltlon I onty. a R > 4-10 >3 to sit Any W ~ orange Flog For rcz signs ABOVE GROUND HAZA D r a sfdered work areas >4-l0 >12 M N Any Worning Devicera Warnin Devlcer~' M Warnln Devlcerw Barrier ra fdl Thls dart to be used for curb heights a5: For curb heights <6" !g) Optlona! travel lane treatment allowed. Type 8 Ught For TCZ Signs Above ground Mzards (see deflnltionsJ a e to be n durJnp working hours and treated with appropriate work zone traffic >10-CZrol sl2 An control procedures. During non-working hours, eN objects, materials and >10-CZrm >f2 to <24 3J 0r Ffatfer An None None use Chart A. 3J 0r Flatter None None (e1 For requirements of dropoffs behind curb and gutter, when ~.ra.rx~waamsa equipment that constitute an above ground hazard must be slorad/placed >10-CZt~ >!2 to<24 Sfee er Than 3+! W Stee er Than 3+! Warnln Devicera Warnfi Devlcer~' curb and gutter has not been constructed, use Clam A. GENERAL INFORMATION FOR outside the }ravelway and clear zone or be shielded by o barrier or >10-CZr~ X24 3+l Or Flatter 0 ES crash cushion. >10-CZral 224 Sfee er Than 3:1 W TRAFFIC (XINTROL THROUGH WORK Z N 3+l Or Flatter None None ff1 Optional shoulder treatment allowed. Trove! Lane Stee er Than 3:1 Warnin Oavicer~ Barrier rrv - For above ground hazards wlthln a work zone the clear zone required should be based on the regulatory speed posted during construction. (a) Clear Zone (Cll is to be determim Travel Lane a11s to be determined per Index No. 600 sheet 4 of 10. Travel lane (bJ Optional shoulder treatment allow wider treatment allowed. 0 An actNe work zone 7s defined as those hours when the contractor's crew, permitted work force or Department forces ~ Travel Lane 1 of ro 600 are performing work operations which affect ar relate to dropoffs, either day or night. ~ ` 12" ® An inactive work zone Is defined as those periods when the contractor's crew, permitted work force or Department forces have left the work site or are pertorm)ng tasks which do not affect or relate to dropoffs. CONSTRUCTION SIGN SUPPORTS Firm And Unylel All post marnted construction signs shall be Installed on eliher round Slope 4J Or Flm Firm And Unylelding Material NOTES T - ~ Slope 4J Or FlaHer 1, These conditions and treatments can be applied only in work 4. When warning devices are used for a dropoff rrondltian, a mintmum 1NG aluminum or steel channel post as specified in the table below. o Free From REGULATORY SPEEDS IN WORK ZONES ADJOINING AND/OR OVERLAPPING WORK ZONE SIGN areas that fall within a properly signed work zone: number of four devices is required. MILLING OR SURFACING Free From Depressions Or DEFIN1T10NS Above Groin Traffic Contra! Plans (TCPsI for all protects must ficlude sppecifPo Adjoining work tones may trot have sufficient spacing for standard _ (Above Ground Protrusions 2. The following are defined as acceptable warning devices: 5. Worning device spacing shall be as follows: OPTIONAL TRAVEL LANE TREATMENTS For further details, see PartY7 of the MUTCD. A. On 7a er re Iota seeds for each plase of work. This can eiher be the plxement of signs and other traffic contra! devices In their mNance SUPPORTS FOR MAINTENANCE OF TRAFFIC SiGNS RenalotoN Screed fin Work Zones) ~ ry D posted speed ar a reduced speed. The speed shall be noted In the worrttng areas or fn some cases other areas within their traffic SIGN ROUND DEATH fN STEEL EPTN IN a. Vertical Pone1 Maximum spacng between devices !feet! to be equal to the legal 1. This optional method nay be used in Jleu of warning devices The maximum permitted travel speed posted for the work TCPs; this includes Indlrating the existing speed !f no reduction control zones. Where such restraints or conflicts oawr or are likely SIGN SiZE ' " f e re Iota seed Nmif si ns. The s are to be unlforml established to occur one of the followln methods wJll be empPo ed to avoid BRACKET ALUM. GRWND CHANNEL GROUND zone as Indicated by h gu ry p g !s to be mode. Regulatory speed Y 9 b. Type I or Type II Barricades posted speed limit iMPH1, but not greater than 25 feet for cones when required by Clam C. ER TREATMENT c. Drum or tubular markers or 50 feet for Type I Or Type lI barriwdes, 2, Optional treatment allowed only when D is 3" or less. work zone speed must be shown or noted in the plans. This through each phase, conflicts and prevent carrdltlans that could lead to m sunderstandtnA 24"X36' 2 I 2.0~f1/B'' 2'-0° 2,5# F/M 3'-0" OPTIONAL SHOULDER TREATME speed should be used as a design speed to determine runout on the part of the travepng pubNc as M the Intended travel way by - re rats flare rates, !e hs of need, clear to route the traffic contra! rocedure appNed: 48"X48° 2 I & 3,5"X3/16" 3'-4" 3'-0" drums or vertical panels. lengths, deparfu e , ~ in general, the regulatory speed should be established D DIAMOND 1-II L This apfional method may be used In Ilea of we widths, taper lengths, crash cushion requirements, marker vehicles safety through the workzone as close to norms! highway su erelevrrtJon and other similar features. seed fat For scheduled protects the engineer in responsible charge 6d'X48" 3-I 3,5'X3/1G' 3'-4" 3'-d' devices or barriers when required by Chris A o spacings, p speed es possible. On limited access facilities the posted p 5e used In Ilea of warning d. Cone ;qulred by Chris A or B. e. Tudrlar Marker B. On Ta ants - . for Work Zones should not be reduced below 55 MPH. of protect design will resolve antlclpated work tone conflicts 24°X30" 2 I 2,0"X1/B" 2'-0° 2.5# f/M* 3`-0° 3. Where barrier !s specffled either of the types Delow may be used. Maximum spacing for cones or tubular markers !s 25' centers a. Temporary barrier wall installed !n aarordance with Standard and maximum spacing for Type I or Type II tarrlcades, drums or ~ . - " Advisory Seed On other feclifftes the regulatory speed should not be reduced during the development of the AroJect traffic rrontrol Dlon. more than 20 MPH below the posed speed and never below the Thls may entail revision of plans on preceding proJecis and 48"X98" 2,II 3.0"X1/B" 2'-6' 3'0 The maximum recommended travel speed ffiravgh a curve or minimum stotufory speed for the class of faoillty. This reduction wordfiation of plans an concurrent prol~• 6d'X24' 3-I 3•d'Xi/8" 2'-6" 3.0# F/M 3'-0" Index No. 915 and Standard Specifications. vert)cal panels is 50 centers for first 250, !hereafter cones or a hazardous area. !s k be done in 10 MPH per 500' frarements. _ U a Nc! ad confNcfs arfsfi between ad olnfng !n progress 60"X36" 3-I 3.5"X3/(6" 3'-4" 4.0# F/M 3'-0" b. Tempora guardrail Installed in accordance with the Standard tubular markers at 50 centers and Type I or type II barricades, TRAFFIC CONTROL THROUGH WORK ZoNEs ry drums or vertical panels at 100' centers. Specifications and Standard index No. 400. Materials may be new GENERAL INFORMATION FOR as the (61 Mghway~consfrvotion projects wNl be resolved by the Resident ~ e F or T e M Tr el W Temporary regulatory speed signs shall be removed as soon F/M 1ndPoates Typ yp conditions requiring ffie reduced speed no longer exist. Once the Engineer for projects under h!s residency, and, by the DJstrlcf and/or used, but used material must be shvcturaNy and functionally TRAFFIC CONTROL THROUGH WORK ZONES sound as determined by the Engineer. End anchorages per StandaM The intended path for vehlcvlfar traffic through or around work zone r ulato seeds are removed, the regulatory speed existing Construction Engineer for In progress projects under adjoining Requires fwp 3.0# steel. channel (F/MI at 2'-6" center fo center. oL~strucftons !n construction, maJnfenarae, utllJfy and other rfor to cansf~ructfan will automaficall go tack into effect unless residencies. All sign brackets shall be Type L The total number of brackets shall Index No. 400 wllf also be required. c. Temporary Curb Installed In aaroro'ance with standard Index 600. work zones on highways, roods and streets. For traffic P be per post as tabulated, except the "Diamond' sign which shall use two s travel w includes euxNfa new speed limit signing is provided for in the plans, c ! eer wRl resolve antis ed and control through work zone , ay ry (cl The District Mafitertan a Eng n P~ rype I brackets per post. lanes, shoulders and any other permanent or temporary surface On protects with Interspaced work actNltles speed reductions should souring conflicts under the folfowing work zone conditions. intended for the fh of vehicular traffic, a actNttles which merit a reduced The 4.0# steel clannef shah be installed with approved breakaway bases, Po be loroted 1n proximity to thos 1. Within scheduled maintenance operations. DROPOFFS IIU WORK ZONES speed, and not "blanketed' for the entire protect At the departure p, Between scheduled maintenance operations, malntenar+ce Refer to Design Standard 1!860, Sheet 2 of 2 for sign bracket details, - of such actNities, the normal highway speed should be posted to construction, permitted works and/or in progress highway and IIB65, Sheet ! of 1 for steel channel details and approved breakaway hoses. Detour gNe the motorist notice that normal speed can be resumed. wnstructlon projects. 5 of !0 6OO A temporary travel way that branches from the dfrecf or If the exlsfin regulafory speed !s to be used, conslderotlon re ular route of travel, to bypass a section of the route A ry (d1 The Unit Malntarance Engineer will resolve conflicts ffiaf oavur wAlch !s closed or blocked 6 construcflan, major nwintenarae, should be gNen to suppfementing the existing signs when the wlthln routine t:alnterance warksr between routine malnferance roadway damage or a trafilcyemergerroy and fM} reJofis construction work zone !s between existing regulatory speed signs. work, unscheduled work and/or permitted work; and, between unit CLEAR ZONE WIDTHS r ro ects where the reduced s eed conditions exist for greater the direct or regular route beyond Nat section. ~n one mJle in taro! areas fnonplnterstate! and an rural or urban controlled mantenance works and highway construction protects. interstate, oddJtlora! regulatory speed signs are fo be placed at no The farm 'clear zone' describes the unobstructed relatNely flat area, Above Ground Hazard more than one mile Intervals. ErrpJneering ffudgement should be used INTERSECTING ROAD SIGNING AND SIGNALS ompacfed b construction, extending outward from the edge of the travel in p(acemertt of the additJonal signs. LocvtJng These signs beyond ramp way. The fable bePow glues clear zone widths in work zones for medians An above ground hazard Is any object, moterla! or equipment entrances and beyond major Intersections are examples of proper Signlrrg for the control of traffic entering and leaving work zones other than truffle control devices that encroaches upon the 1 f s (non-lntersfofel additlonal speed way of Intersecting hlghw s, roads and streets shall be adequate and roadside condfflons other than for roadside oanals, where roadside iravelwey or (hot fs located wi}hfi the clear zone which does placement. For urban s Nua ton ~ by oy canals are present, clear zone widths are to conform with the distances sl ns are fo be laced at a max/mum of 7000 apart. to make drivers aware of work zone conditions. Under no condition ol. C . 4 ec. 4.2 and Exhibits I-4-C and not meet the Departments safety criteria, 1,e., anything that Js g P to canals described !n V h S in h J ht and Ts firm and un ieldin or doesn't will Intersecting leg signing be less Man o ROAD L1~NSTRUCTiON l-4-D of the Plans Preparation Manual greater than 9' e g Y 9 When field conditions warrant speed reductions greeter tfan those AHEAD siggn, including Jtghf and flag, for approaching vehicles and meet breakaway requirements. shown fi the TCP the contractor may suhmft fo the protect engfieer a END CONSTRUCTTON sign for departure vehioles. for approval by the Department, a signed and sealed study to JustJry the need for further reducing the posed speed, or, the engineer may Exlsfing traffic signal operations that require modiflcotion in CLEAR ZONE WfDTNS FOR WORK ZONES TEMPORARY CURB request the District Traffic Operations Engineer (DTOE! to Investigate order to carry oaf work zone traffic control steal! DB included WORK ZONE SPEED WIDTHS ' the need. If call! not be necessary for the DTOE fo Issue regulaflons fn the TCP and be approved by the District Traffic Operations - Intory speeds !n work zones due to the revised provlslons En Ineer. The need for temporary stgral looppss or other methods (MPN1 (FEET/ of F~316.0T95f21 fb1. AaYlsory Speed plates will be used of the of actuation shall be determined by the Dktrlcf Traffic Operations 60-70 30 p option of the field engineer for Temporary use while rocessing a Engineer and the designer and Included !n the TCP. ~ P4 1. AppNcation: Temporary curb shall not be used on facilities with posted speeds !0, At openings such as driveways and business accesses, the temporary curb should -1" greater than 45 mph and dropoffs greater than four (4'1 feet deep. It shall be transltioned Fn height from 4 inches up to 9 inches at a 4;1 slope in order to request to change the regulatory speed speclfled in the plans when deemed necessary. AoYisory speed plates cannot be used alone but 45-50 !8 Work Area not be used on lnterstdte or limited access facilities. eliminate a potential hazard at the end points. must be placed below the ccnsfructlon warning sign for whlclr the 30-40 t4 Edge Lfne advisory speed is required "ALL SPEEDS 4' BEHIND FACE CURB & GUTTER OF CURB Travel Lanes 2. Vertical panels, tubular markers or barrioades shall also be used to delineate , - ~ the work area. These devices could be-placed on top of the temporary curb a, For additlonol Information refer to the FOOT Roadway Plans Preparation Manual, Volume 1, Chapter 10. or on the outside (between the curb and the dropoff!. I ''"mss As halt or Other GENERAL INFORMATION FOR ~ 4:1 ' S + 3. fdgelines shall be provided, as well as, pafiting the face of the aub (white or 9" Bondable Surface 12"-- TRAFFIC CONTROL THROUGH WORK ZONES 12` * Dropoff 4 yellow as appropriate! to further delineate it's presence. ~ 4 ramie muss. nwrav iroer muss The point shall be in accordance with the traffic striping specifications, lncluding reflective beads. OPENING GENERAL INFORMATION FOR 6O0 TRAfflC CONTROL THROUGH WORK ZONES 2of10 Alternate #I rs 0 temporary ci v provide necessary chonnelizati is a temporary curb (Asphalt Or Concrete) which should 4. The temporary curb is to be bonded to the existing surface by use of a VARIES scary ChOnnelizati0n capabllltles fo profeot o low speed tack coat, or other methods approved by the engineer. It Is important that a a dropoff condition. the curb adhere to the base material in order to provide the strength necessary LONGITUDINAL SECTION 4 of rD 600 motorist from a dropoff condi' to redirect errant vehicles. ALT. #1 (NARR~ ALT. #1 (NARROW CUR81 5. Temporary curb is to be paid for under Lump Sum Maintenance of Traffic Ntem 102-I1. The designer should include a pay Item note to state this fact and to include the CHANNELlZ1NG AND LIGHTING DEVICE REMOVING PAVEMENT MARKINGS CHANNEUZING AND LIGHTING DEVICES estimated number of linear feet to be used. Payment for the curb is to include a!! tl devices for work zone traffic contra! CONSISTENCY Exlsfing pavement markings that conflict with temporary work zone Channellzing and !!gh nA delineation steal! be removed by any meMod approved by the Engineer, shall be as prescribed fn Part 3rl of the MUTCD, subject to Barricades, vertical panels, cones, tubular markers and drams shat! materials and work necessary to construct, (including pafiting of the curb! maintain Edgeline and remove the temporary curb. Traffic striping (lane lines only! and warning ~ ~ supplemental revision and certificaflon by the office of the t ed wlthln either the laferaf transttfan or wlthln the where operations exceed one daylight period; however, pointing over State Traffic Engineer, not be lnterm x exis}fng pavement markings will not be permiffed. Full pavement wldM tongent alignment. overlays of elMer asphalt concrete Type III; or fC-3 !s a possibe devices are to be paid for separately. Any damage to existing pavement caused by _ _ ~ Primary work zone traffic contra! devices ore shown on Sheet 5 means to achieve obfiteretion. the removal of existing curb shalt be satisfactorily repaired and the cost of such ~ ~ repairs are to be included in the cost of the temporary curb . Edgeline of 9 for the purpose of ready IdenflflatNon, Specifications for PEDESTRIANS AND BICYCLISTS . - the devices are under the auMority of the State Traffic Engineer. SUPERELEVATION When an existing pedesfrlan way or bicycle way is lotwted within o -1" traffic contra! work zone, aarommodatlon trust be molntalned, Norizontal aJrves constructed in conjunction with work zone DROPOFFS IN WORK ZONES traffic control should have the required supereievation appNed 6. The temporary curb is to be constructed of miscellaneous asphalt or class !concrete. to the design radl! ,Under conditions where rrormal cross slope Acceptable warrting acrd barrier devIces for traffic central at NIGHTTIME FLAGGING controls arvature, the minimum radJ! Mat can be applied Edge Line Work Area The type of material (asphalt orconcretel is up to the contractor, unless otherwise 4:1 Transition g' Curb ' noted by the engineer. dropoffs !n work areas are detoNed on Sheet 5 of !0. are listed !rt the table below. Unless otherwise speclfled Po the plans, the contractor may use any Nighttime flagging will require proper illumination of the flogger. Travel Lane f barrier es flncludln o tlonal shoulder freatmenti shown A wet! lighted flagging station and/or a reflectorized paddle or of he fyp g reflectorized flag, plus a flashlight, fanfern or other lighted in note 3 of sheet 5 of !0.0 tlonal shoulder treatment sMH be 11 ht shall be used. MINiMUN RAD11 FOR 7. The designer must specify, in the plans, which alternate is to be used- PLAN VIEW alternate ! or 2. The choice is strictly up to the designer. At this time, _ included under Lump Sum MOT signs! that wit! display a red warnng g NORMAL CROSS SLOPES Asphalt or OMe Ughts, reflectorized paddles, reflectorized flags. and reflectorized DETWR NINiMUM Bondable Surface 18"-2• ig~'_24~: * Dropoff s 4' there is no preference or guidelines on the use of one versus the other. WARNING LIGHTS vests, shirts or Jackets approved by the Department gust be used DESIGN RaDlus Warning Ilghfs steal! 6e Jn accordance with Section 6E-5 of the MUTCD to flag traffic at night. The STOP face of paddles shall be SPEED R However, the designer should consider speed, volume, offset space available, except for the applicatlgn flmlfafions and methods of payment stfpulafed reflectorized red with white reflectorized letters and border, and MPN FEET below+ the SLOW face shall be reflectorized Orange with black letters dropoff depth, etc. Obviously, increasing the offset between the travel lane and the dropoff willlncrease safety. TEMPORARY CURB OPENINGS - and bonier. Flogger vests, shirts or Jackets sMll be refleotorized 65 3130 - Flgshlna - orange. 6g 2400 Typo A Low Intensify Flashing Woming Ilghfs are fo be mounted an 55 1840 barricades, drums, vertiml panels or advance worning signs (except The flaDger must be clearly visible to approaching traffic fora 5p 1390 , Alternate 2 !s G wide temporar a wide temporary curb (Asphalt or Conerefe) which 8. If concrete is used to construct the temporary curb, Joints must be made as noted below! and are intended to continually warn drivers that dlsfance sufficient to permit proper response by the moforlsl to 45 10~ should provide somewhat greater they are approaching or proceeding !n a hazaMaus area. Flashing the flagging instrucflons, and to permit traffic to reduce speed 4D 820 romewhaf greater visibility/awareness of the barrier curb. every 10 feet fi order to control cracking. - lights sla!l,Oat be used fo delineate the Intended path of Tavel, and or fo stop as required before enterfig the work s1fe. Flaggers 35 CJO Il41 pieced with spacings-that will form a conffnuous line to the drivers shall be positioned to malnfafn msxlmum color contrast between 3p 430 r 1 Ye arments and ! mertt and Me work area ALT. ~ 2 1 ALT. ~ 2 (WIDE CURB) ~ 9. The designer must also consider drafiage needs when using temporary curb. eye. The Type A light wlU be used to mark obstructions that are located the fiaggers of ectr g equ P Superelevale Wnen smalrer Radtt used adjacent fo or in the Intended travel way. Type A Ilghfs shall not be background. used in conjunction with the first advance warnng slgrt nor the If driveways or other accesses are not frequent enough to allow for water ~ runoff, the designer may need to specify the need for'dralnage slots" at second such sign when used. LANE WiDTHS an appropriate spacing dosed on grades, number of lanes, etc. Typically, a Lane widths of Mrough roadways should be nalnfatned throegh T pe B High lnfensHy Flashing Waming Lights shall be mounted on REFLECTORIZED RAISED PAVEMENT MARKERS work zone travel ways wherever practical. The minimum widths drainage slot should be !2 inches wide fa break in the curb! at 50 foot ~ I g d ersfate ~ l2 inches for morel is desirable in o~ - the fast advanced worning sign and on the first and serwnd uoYarae for work zone travel lanes shall be as follows!!' for Int waming sign where hvo or more signs are used; this applies fo a!1 Class A or 8 RPM's stall be Installed on the Isoclines of translfions, with of least one 12 lane provided each direction, unless formally is desirable in order to enhance/improve stability. spac;ngs. 9 sized that there may be cases where 12 inches for morel approaches to any work zone. orossovers and detours and on the edgellnes of gore areas wlthln the excepted by the Federal Nlghway Admtnisfratlon: for other However it is recognized that there I work zone. The sppaoccing shall be 40 feet on tangent secfJons and fieewaysr and. !0' for all other facilities, is not feasible or obtainable. In the, Stainable. In these instances, engineering judgement must be 20 feet on trartsitlons, curves and crossovers. iF shall be the wntractors Sfeadv-Burn used to balance this offset distance i Type CSteady-Burn Lights are to be mounted on barrlrades, drums, res~nslbllifY to replace damaged or missing RPMs. This cost shah be offset distance with the depth of dropoff, soil type and etc. concrete barrier walls or vertical panels and used In combinatlon with irtc uded !n tfhe oust of the temporary RPM's substituted. LENGTH OF CONSTRUCTION SIGN - those devices to delineate the travel way on lane closures, lane changes, The fen th of construction s! n (G20-D bearing the legend ~ y ~ _-J ` detour curves and other similar conditions. Steady-burn lights are 9 9 intended to be placed in o line to delineate the traveled wayy Mrough TTE T ROAD CONSTRUCTION NEXT M11E5 is required for al! - and around obstructions fi the iransltion, buffer, work and ferminaflan SIGN COVERING AND INTERMI N protects of more than 2 mNes 1n length, The sign staff be areas of the traffic control zone. Their Intended purpose is Sgt for WORK STOPPAGE SIGNING located or begin construcflan points. ' ~ f i ~ ~J TRAFFIC CONTROL TNRd1aH WORK ZONES waming drNers that they ore approaching or proceeding fhrcugh o hazardous area. Exlsfing signs flat conflict with temporary work tone signing shall be removed GENERAL INFORMATION FOR ; f ' ` ~ I~ i TRAFFIC CONTROL THROUGH WORK ZONES _ or covered as approved by the engineer. Traffic control s/gns that require covers when no work Is being performed !n a work area shall be fully covered I ,!I!L - 8 2005 wfffi a durable opaque sheet maferlal. Plesilc film and woven fabrics including rarre arrrroa nun ~mia SIGHT DISTANCE TO DELINEATION DEVICES burlap will not be permlNed. Covering of only the legend or symbol wJti not be Transtttan tapers should be obvious to drivers. if restricted sight permlNed. Reflective coverings wti! not be permitted. Hinged signs designed PLANNIN~a & DEVELOPMIENT - _ dlsfance is a problem (e,g„ a sharp vertical or horizontal alrvel, to cover when folded and sign blanks w171 be permitted, I T L II~F E • - the taper should begin weq In advance of the view obstruction. The Covers, blanks, hinged panels and Intermltfent work stoppage shields and plaques SERVICES 6 of !0 6OO beginning of tapers should not be hidden behind curves, are Incidental to work operation signs and are not to be paid for separately. - ICES T ITT L T FFI 0 CI-.'~ C`P CLEARWATEFi 3 of ro 600 F I E~ ¦ Q5 ~[J'BY PVS SHEET ® 2002 by Professional DRAWING TYPE` CLIENT: PROJECT NAME: SEC. 15 TWP. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS En~e NUMBER Engineering Resources, Inc. V $AMA' .y GMc NUMBER All Rights Reserved l' PECKED 9Y PVS p'eCOURTYARD DRUID herein T~ E ~ T 03-1460 ~eR VLGHI~WFi16f{f LeL•1~• g p ? PRELIMINARY r The arran emente de icted TE, L,G -0d35628 herein are the sole property iu of Professional Engineering 0 CONSTRUCTION Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. 3A. - 1112 SOUTH MISSOURI AVE, SUITE 106 sca~E Reeovr be rep CLEARWATER, FL. 33756 be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD a{ , without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 PA'U4 "V.' :§t)k~","REG. PAVINlC, GRADING AND DRAINAGE DETAILS fV,T,S. "`t`°°` I. I YIELD SPEED REDUCED DO PASS TRUGKS O O KEEP KEEP ROAD ~ CONSTRUCTION ENO END PILOT CAA DET( END DETOUR DETOUR I' L~'T SPEED NOT WITH PILOT CAfl ® USE 6 NE%T MILES CONSTRUCTION ADAD WOR% FOLLOW M5 FaLOw NE DETOUR DETOUR G~ ~ XX AHEAD PASS CARE CLANER LEFT REGH,T ht G20 1 G20 2 G20 2A G20 4 M4 Warning Lig B/0 8/0 8/O B/O 8/C G20 4 M4 8 M4 8A M4 9L M4 9R M4 !OL M4 IOR OM 3R RI 1 RI 2 R2 1 R2 5A R4 1 R4 2 R4 5 R4 7 R4 8 R4 7AL R4 lAR B/0 B/0 B/0 B/0 B/0 0/8 0/8 B/Y W/R RW/R B/W B/W B/W 8/W B/W 8/W B/W B/W B/W 36" 24" 12" 2 1 - ter Warning Ligh x 4 Diame Warning Light Warning Light .Warning Light KEEP KEEP ~ STOP ~ YIELD ~ R ROAD NARflOW I NE LAN ROAD 12" ~ ~ CLOSED ~ ~ ~ ~ C~ AHEAD AHEAD ~ ~ ~ ~ NARROWS BRIDGE ~ ~ ~ BRIDGE T~ , 18" Min. Diameter ~ 121' LEFT RIGHT ~B WI IR W! 2R WI 3R Wl 4R WI 6 WI 7 W! 8 W3 1 W3 lA W3 2 W3 2A W3 3 W4 ! W4 2 W5 I W5 2 W5 2A W5 3 R4 7BL R4 7BR R51 Rl! 2 Wl IR y M u B/W B/W WR/W B/W B/0 B/0 B/0 B/0 B/0 B/o e/0 B/0 8/0 RB/0 B/0 AB/0 B (RYGJ/0 B/0 B/0 8/0 B/a B/0 B/0 b _ ~ Z12 io a M ~t. ~ M ~ ~ _ N ROUGH oPrroNAt Bulgy BUbP Dip SOF7 TRUCK ROAD LDW LEFT RIGHT YE ENDS LWEENDe MM LOOSE LANE LANE LERGE MERGE 13 ZI HOULDER CROSSING GRAVEL SHOULDER ENDS ENDS LEFT RIGHT 8" to 12" 0 _ GROOVED SHMILDER * PA ~T NIGHT USE U MARKER TO BE USED DURING STEEL DRUMS POST MOUNT A-FRAME FOR TUB LAR W6 1 W6 2 W6 3 W8 1 V Bro B/o Bio Bro - SEE NOTE 9 DAYLIGHT ONLY EXCEPT WHEN USED 1N NOT PERMITTED W8 1 W8 2 W8 3A W8 4 W8 5 W8 6 W8 7 W8 8 W8 9 W8 9AS W8 9AP W9 IL W9 !R W9 2L W9 2R W10 I W121 ~ 8/0 B/o B/D g/o B/0 B/o *see rnaez a. Hass B/D *See Mde~/No. n355 *See Index No. n355 B/o B/0 B/0 B/o B/Y B/0 CONJUNCTION WITH TEMPORARY CURB. n ~ TYPE Il' BARRICADE TYPE .11I BARRICADE / \ • KER PLASTIC DRUMS VERTICAL PANEL TYPE I BARRICADE CONES TUBULAR MAR ( ) L~ \ / - 4 A 0 ROAD Rppp ROAD ROAD DETOUR DETOUR DETOUR DETOUR DETOUR ROAD ONE LANE ut:T ura: RICBT LANE ceNtEn avnE Tiro Iuas CONBTRCT[DN ONSTRUCTI CDNBTRUCTION CDNSTRUCT[CN CDNSTAUCTION CLOSED RDAD CLOSED aaaaED ceosED CLOeED ' ~ Z' -6" v CONSTRUCTION CON5TRCTION ONS XPX 500 FT IOOD FT N iDao Fr Boo Fr #YILE i FILE axEAO AHEAD 500 FT IODO FT 1500 FT ;YnE u~w ING AND LIGHTING DEVICE NOTES ! wl2 2 w13 r w2D rA w2o 1B W. CHANNELIZ B/0 B/0 B/0 B/0. W20 18 W20 1C W20 ID W20 !E W20 IF W20 2A W20 2B W20 2C W20 2D W20 2E W20 3 W20 4 W20 5L W20 5R W20 5C L2LC B/0 B/0 8/0 B/a B/0 B/0 B/a B/0 B/a B/0 8/0 B/0 g/0 B/0 B/O B/0 . 6. Ballast shall not be laced on to rails or any striped 1, Only approved traffic control devices may be used P P ® o ~ A ® ~ ~ o ~ on publrc highways, roads and streets.. rails or higher than 13 inches above the dnv,ng surface. SIGN CODES AND DESCRI PT1oNS - ®o~o~o o®o®o~ oo°o°o°o°o°o m o a o ®0 0 0 0 ®o ®o®c3 0 0 0 0 0 0 2. The FDOT approval number shall be engraved on the 7. For rails less than 3 feet long, 4 Inch strrpes shall be used. 0871 LerpM Of Conshanllm Slpn W6 r DNided Hrpier% HOad Srpn W277D Pd~m~Oe Derau 1500 Feat A~ 0® o~ 0® ~ 0 0 device at a convenient and readily visible location. ' u ed at ni ht the ALIT o G'U 2 End LbnsWaMlon Srpn W6 2 ONlded HrpMV% Road Hide W87 2E AoVame Dehwr Han Ylle - ~ 6H7 2A Ehd Road Wak Sfpn W6 3 TNro W% TMfto Slpn W2) a Aakrge Aaod Glared RDAD 6LASTINC TURN OFF END cfo 4 Plloi Ca Fallow Ye Srpn we r ewm wa7 ~ admnce one Lane Roai tactical awater-resistant 8. When Advance Warning Arrow Panels are s g Imo: FLACCea W20 7A Or Or Where engraving Is not p intensity of the flashers shall be reduced during darkness _ B/a WORKERS Or type label may be used. IDRKERS ~ WORN SHOULDER SURVEY ZONE 2-WAY BLASTING W8 DeAurYerker WBL? Dip W875L ad,OnaaLenrmieCroed ~fu~J WORN CREW 1000 FT RAD I 0 ZONE Y4 eA 5nd Deroa slpn we 3A Pmemenr Feu scan w20 5R Aenrae RIpM La,e Closed when lower intensities are desirable. . N4 9L DOAwr Srpn Lett WB 4 Soft skarder WZD 5C AaVanaa Caller Lane Closed Y4 9R Detour Srpn RIpM WB 5 Slippery When Wet Srpn lP1C Left Twa Loner Closed Mead Y4 p1 DeAwr Arrow Slpn Leff WB 6 Tnrt Crwsmp RZLC M Two Lana Chued Mead 0 0 ~ 0 0 0 eoo ®0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R2LC W207 FEET W21 I W21 W21 1 ' W21 IA W21 4 W21 5 W 21 6 W22 I W22 2 W22 3 Y4 roR Demur amnv slpn RtpM we T Laaae srarer we7 T Adr Flamer Anaad Words o m m ~ ~ 0 0 0 0 ~ ~ ~ o ~ o ~ ®0 3. The details shown on this sheet are for the following g, When used at night, cones shall: 0 o Ion and fbJ To B/o e/o W20 7X B/o B/o m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 purposes: fal For ease of rdentlfrcat B/0 B/0 B/0 8/a B/0 B/0 8/0 B/0 f1Y 3R Type 3 Ohdeol Yorker WD 8 RapA Road WHh firroved WBD TA AN Flamer Syehl Po 1 Slap Slpn WA 9 Low SMudar W8) 7X S%pramenMl Phre FNpper Po 2 Yetld S1pn WB 9AS law SNsrMa SyUbol W211 Worker Slpn - m o 0 0 0 ® o o ements or su ercedes 1. Be used only in active work zones, such as B/o - provide Information that suppl P illin and resurfacin or other mourn AE 1 Speed L7mH Stpn W6 9AP Uneven ParemanF S}m'nl WPI rA Worker 5}aY.nl Srpn Note: Rz Sa Radwed speed ahead sr~ ws rc Lerr Lma Ends wL4 4 Road Wak srpn , R41 Do Nat Pais Slpn w91R R1pM Lane Ends W715 SMUlder Work LEFT IGHT WARNING That provrded by the MUTCD. m g g g PASS PASS R operations where cones can be monitored. The sign shields, symbols and messages contained on this sheet are R4 z Pass wrrn taro sr~ w9 u !role ErdsYerpeloft wy B Sarey Crow Srpn 4, The Type 117 Barricade shall have a unit length of o ® p M1nlmum Required Lamps 6 feet only. When barricades of greater lengths are 2. Be 36 inches tall,with d minimum weight of 12 srAV LITTER s?DEw~ rovided for read reference to those si ns used in the develo ment R4 s rn,uk4 use teller cane w9 zR Lone Ends Yerpe RrpM waz r erasxno zee ~o Feet SIDEp1~lK S[OENALK P Y g P R4 T Keep Rrpm synmr wp t Rorrroad advance wam wrt z Han of z-w% rmero LITTER of the 600 series Roadway Design Standards and are commonly used R4 TAL Wards Keep cert wrnr crow w,z r Dandle Arrow Srpn wP2 a End ewelrnp Lone M 8 Keep Left Symbol W!P 8 Law Clearaiae S/pn YOT ! Stay In Yaa !role . ~ 0®®a o°® aosB m o re aired those len the shall be in multiples of the f ctorized as er the MUTCD. IN YOUR PIC%uP q g pounds .and be re le P AHEAD LANE P]CN UP a0$ED CLOSED in the development of traffic control plans. R4 7AR Words Keep RrpM WHh Arrow Wf3 I Advrsay Speed Plata YDT 2 DwWa lm~e Shrff AHEAD ~ R4 TBL Words Kaep Leff WIM Dtgnval amNV W87 rA Adrawe Road Cansl 500 Feet LK/T 3 Triple lane Shtlf 0 0 0 0 0 ® , ® o ~ o Add,tronol Lamps ANowed 6 un+t. S,gns used ,n con~unctlon with Type .III ' AHEAD ps~pD For additional signs and sign detail information refer to the STANDARD R4 7BR Words Keep RIpM WHh Dlapanaf ArrawW87/B Adrance Road Cansl KYb leaf YOT 4 llHar Pfatlrp Mani HIGHWAY SIGNS MANUAL as Specified In the MUTCD. Special signs for RS r Da xor Enla slpn wzo rc advaaoe Road Ibnd rsa7 Feet Yor 5L Skexnik Cloud Ahead RtpM Rfl 2 Rood Closed W871D Aa4anao Rood Gbnd Ha7Y1Po XDT 5R Sidewalk Crowd Mead Left Barricades shall be mounted. above the Barricade 3. Be used only. with Department approved _ ASS EITHER SIDE and shall not block the reflective area of the reflective collars. P de, MOT ! MOT 2 MOT 3 MOT 4 MOT traffic control pions will be os approved by the State Truffle Plans wr LR ram Srpn w~,E aoYanan Road conef pie Yne YDr sR Aedesirlan Wafkw%RtpM MOT 4 MOT 5R MOT 5L Eh sneer, wr zR L7me stun wB71F Road Conshuotta Ahead YOT 6L Padeddan walLw%LeN , B/0 B/0 B/0 B/0 B/0 ADVANCE WARNING ARROW PANELS BarrlCa B/0 B/0 8/o g W! aR Reverse Curve Srpn W87 2A Aayance Derau Ahead YOT T Pedeshlan Crosswark The si n codes shown on this sheet are for the rose of identifin wr 4R ReParse Curve spn wLi7 zB aeaanoe Derar 5W Feat ,ror B Srdawalk Clasee Cross Hero ES ' g ~ P g WI 6 Lope Arrow Stpn Single WPD fC Advance Defer AkU fact YDT 9 Srdewalk Cored cell names found in the Traffic Control Cell Library ITCZ.CeIU on the wrT LarpeArr~wSrpnDadle MOD 5. Darin hours of darkness warnin lights shall be g ticaf anels a I, T e II or CADD s stem. The STANDARD HIGHWAY SIGNS MANUAL should be wr s chews„ alignment srpn Y Wa ! Stop Mad Ware Yassape referenced for the official sign codes for use in the development of warA sroDAAeadsyntal used an drums, vet p yp YP " _ Type III barricades, smEwalK traffic control fans. See Index (/355 for MOT si n details. waz YreldAheadWONYeesape SIDEMAI.K P g WT za Yrerd AMad symdar CLOSED Wa a Signal ADead SymEol CLOSED W41 Yerge Sfpn PEDESTRIAN PEDESTRIAN PEDESTRIAN a TRAff1C ~NTROL THROUGH WORX ZONES ~ ~ (ROSSwAI.K jAN b SjDENALB W52 Len~edLUiTronnitron TRAFFIC COHTHOJ. THRLl1GH WORX ZONES LK CflOSS HERE CLOSED COLOR CODES w5 2 xarraw 8rlcge wants ' GENERAL INFORMATION FOR waLKwar waLKwar pass HERE Legend and/or Symbol Background w5 za xarmw arr~e sym~r GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES LIGHTING DEVICES MOT 6R MOT 6L MOT 7 MOT 8 7 MOT 8 MOT 9 0-Orange (Reflectorized! R-Red lReflectorizedl TRAFFIC CONTROL THROUGH WORK ZONES CHANNELIZING AND B/0 B/0 B/0 B/O B/a B/o B-Black INon-ReflectorizedJ Y-Yellow (Reflectorized) W -White fReflecforizedl G-Green fReflecforizedl COMI 7 of l0 600 COMMONLY USED WARNING AND REGULATORY SIGNS IN WORK ZONES 9 of 10 600 Drums Onl fAt 50' Centersl, With Steady Burning,Llghts At Night Only. Drums Not Required When Greater Than 4'. Y z < L°WS For Speeds a 45 mph; WSz/60 For Speeds s 40 mph L°WS For Speeds z 45 mphr WS /60 Far Speeds 40 mph REFLECTIVE PAVEMENT MARKERS - b ~ y Norles: 0.33' Min„ ~ Same As'h' 4' Std.l Edge Of Travel Lane Temporary Concrete Barrier Wali I Drum CLASS- APPLICATION DamnaooomDOmDammomDOmomo~ mnoooonooamoom ® ~ BD ® 20:1 ?a????a??aa??? ® ® Atienuator- See Index No, 415 W ' 2.5 • 1~,L _ ® MONO-DIRECTIONAL I f I ?a?? WORK AREA COLORIESS I ~ 2.5' ~ mppp~ ppppp mmppp ppppp aoaam A Permanent Applications In Non-Traffic Areas Or Can Be Used In Work Zone ' - Shoulder Llne BARRIER AND TRANSITION LOCATED ON PAVED OR UNPAVED SHOULDERS Applications For Traffic And Non-Traffic Areas. ~oooouoDnoooonoooaoooaoooooooaoDODOOOOOo - LEFT LANE nuunnon??nao?? - PLAN SHOWN FOR RIGHT LANE INVERTED PLAN FOR MONO-DIRECTIONAL B Permanent Application In Traffic And Non-Traffic Areas Or Can Be Used !n _ " AMBER MEDIAN Work Zone Applications for Traffic And Non-Traffic Areas. Drums Only fAt 50' Centers), Wlth Steady BurNng Lights At Night Only ?a?o?ao?oo??o? ~ooooDCID00000[ICIOCICI~CIDD[IDOOODmoocnooomooo D Work ZoneApplicationOnly,ForTrafficAndNon-Traffic Areas. ~ Maximum spacing 5' center to center. 2 !r WS2/60 For S eedss 40 mph L=WrS For Speeds > 45 mph; wS2/60 For Speeds 540 mph L°WS for Speeds 45 mp , A T ????a o???o Removable Reflectorized Pavement Morkings Removable Reflectorized Pavement Marking: MONO-DlREC ZONAL 00000 onoon noooo coaoc oaomo E Temporary Work Zone Application Only, Not Exceeding FNe 151 Continuous Days, - White For Right Edge Line ' To 4' White For Right Edge Llne ~ y Norles 0.33' Min., COLORLESS a o ? ? o o a a ? o 0 0 0 0 DmaoooooomoonooDaooooDnoDOODOODOnooDaaon For Traffic AndNon-TrafficAreas.Maximumspacing5'centertocenter. ~ ~ ~ Remove Or Oblfferate Lane L/ne ~ Yellow For Left Edge Llne ~ Varies 2 Same As 'y" ~ Yellow For Leff Edge Llne 4' Stdl I, \ ~ f4 StdJ _ \ o ° Drum Temporary Concrete Barrier Wall 4-LANE DIVIDED ~ ~ ® ® ® 0 b ~ W 6' 20a Wr Edge Of Travel Lane NOTES ® Exist. Edge Stripe QQQ~~ , A ® g 3' fMin.l WORK AREA ®18 Removable Solid Diagonal Attenuator- See Index No 4I MONO-DIRECTIONAL _ ? a a ? ? a ? ? ? a o o ? ? Stripes Af 20' Centers: COLORLESS ~oomamoomoooaonoommcammonmomc'mommnomcmmcconcnomuun 1. For spacing ofClassAorBRPM'StosupplementTemporaryTapeorPaint, see index 600 sheet 3 of f0. White for Right Edge Morkings Yellow for left Edge Markings , ShoulderLfne RURAL DIVIDED OR UNDIVIDED -TWO OR MORE LANES EACH WAY I- ~ I ~i I 2 , Basic color rule; colorless reflectors replace white lines and amber aoamcnoDnaoommooomoooomoo oooco ocmmo - - FO LEFT LANE MERGE RIGHT B!-DIRECnoroaL ? ? ? o ? o o ? o ? ? o ? ? i LANE DROP ®PLAN SHOWN FOR RIGHT LANE MERGE LEFT INVERTED PLAN R AMBER °a???????o?o?? m p p p p p mp D m [a [I D 0? CI O [l m [I O m m 0 0 m D CI CI 0 m D O D fI m O m m 0 t1 [I m o~o c m a o n reflectors replace yellow lines. ~ 3 , In work zones, CLASS A,B, or D RPM'S may be used to form lane lines • Drums Only fAt 50' Centers), With Steady Buming Lights Af Night Only MONO-DIRECTIONAL -ao????a??ooo?? edge lines and temporary gore areas, in lieu of tape or paint, however, tape mao?ooomDOanoooooemoommD[ImCICILI[IGD000mOOCm[ICICI[10[1[Imm[1 or paint must be used in all transitionareosinadditiontotheRPMs. - e L=WS For S eeds t 45m h: WSP/60 For Speadss 40 mph COLORLESS - L=WS For Speeds s 45 mphj WS /BO For Speeds s 40 mph A A In short term work zones, where the RPM'S will be used for five 151 days Reflectorized Pavement Marking: 2-LANE NO PASSING or less, CLASS 'E" RPM'S may be used to form lane or edge lines. Reflectorized Pavement Marking: Solid Llne If Edge Of Pavement Stripe Solid L/ne Onl fTransltion Zonel Sk1p Llne If Lane Llne, 3 Or More Lanes And Passing Permitted 4 . To provide contrast on Concrete Pavement and light Asphalt, the five l5J y Shoulder Or Tem ra Pavement Removable If On Sloulder Or Travel Pavement, Flna! Surface Removable li On Shoulder Or Travel Pavement, F1nal Surface ~ ry emovable Or Palnfed If On Te ra Pavement Removable Or Painted !f On Temporary Pavement (2 Or More Lanes, l-Wayl R mpo ry colorless RPM'S shall be followed by five Black RPM`S. The spacing between Extsting Travei Way Pavement, Inferior Lanes White For Right Edge Une, Or, Lane Lfie fPassingl Exist. Edge Llne f2-Lanesl White For Rlghf Edge Line Only f3 Or More Lanes, I-Way) Yellow For Leff Edge Line, Or, Lane Line fNo Passfigl fLane Line, 3 Or More Lanes) Yellow For Left Edge Lfne And Lane Lfiefsl See "LANE WIDTHS" RPM'S shalt be 2.5'. Black RPM'S will not be required for contrast with Amber RPM`S. Sheet 3 Of 8 MONO-DIRECTIDNAL Remove Or ObHterafe Existing Lane And/Or Edge Lfies ? a ? ? ? o ? c ? ? ? ? ? ? COLORLESS oocmmomoooommomanoommnmoomonOCID [Imt>mm[I [Im? eflecforized Pavement Markin : ~ _ I I Removable R g c'~j Whffe For Right Edge Llne y x fVarles 2.5' Min.) , RI emove Or Obliterate Lane Line w or Left Ed a Llne 10 30' Z b I Yello F g 3-~ ~ _ t Markin : BI-DIRECTIONAL _ c? o- oao±r~i ~ ~ Removable Reflectorized Pavemen g White For Rlghf Edge Line Dim ® AMBER oaocu mLIm00 maono moooo Remove Or Oblterote Lane Tine Yellow for Left Edge une ~ ~ o c~ ~ c~ 2, c c o Cam' Temporary Concrete Barrier Wall W ® 0 4' R Exist Lane L)ne MONO-DIREC770NAL _ ? o ? ? ? ? o ? ? ? ? a ? ? ~J ~ ® Varies 2 t 2 ® f4' 5fd.l COLORLESS oooomoaoomonoomoaoocDOOOa? a.onaD000OOOao ~QQQQQQ Exist. Edge Sfrlpe WORK AREA 2-LANE 2-WAY ` ® ® !8" Renrovabfe Solid Diagonal / - 1 dex No. 415 3' fM;nJ Sfrlpes At 20 Centers: Attenuator See n White For Right Edge Morkings ' Yellow for Left Edge Morkings - - Shoulder Line RURAL DIVIDED TWO OR MORE LANES ONE WAY - _ - T EMERGE RIGHT 10' - LANE DROP AND LANE SHIFTS PLAN SHOWN FOR RIGHT LANE MERGE LEFT INVERTED PLAN FOR LEF LAN 2.5' 2.5' 2.5' 2.5' TRAFFIC CONTROL THRWGH WORK ZONES TRAFFIC Ol7NTROL THROUGH WORK ZONES TRANSITION NOTES TYPICAL PLACEMENT OF REFLECTIVE PAVEMENT MARKERS GENERAL INFORMATION FOR 1. 8arrler wall within the transition areas shall have reflective markers mounted on the GENERAL INFORMATION FOR travel side of the wall, 5' below the top and on 12' cenfers, nt markin s. TRAFFIC CONTROL THROUGH WORK ZONES 2. Arrows denote direcflon of traffic only and do not reflect paveme A LANE LINE IN LIEU OF TEMPORARY TAPE OR PAINT IN WORK ZONES TRAFFIC CONTROL THROUGH WORK ZONES r- _ 3. For slgntng information see the Plans, Speciflcatlons, MUTCD and other TCZ Standards. T 1 1 /ES . FAC L R RAL U ON WALL ARRIER ' L~ ~ l~ ~ to of l0 600 ETE B Y CON CR TEMPDRAR SI TIONS FOR Tf?AN - s of Io 600 . i I.i,~,-,~j `1 I i I 1 I. I~ _ ~ Z~Q~ ~ I ' d~a ~ ~ l~t I II~F RT L a r~=, T L O PLANNING & UEVELOP~~~~r~T AFI T ' SERI/hEC I E I~ a a ® aTo F LI-:'l;i 6-G.btq~E'q;' By PVS SHEET CLIENT: PROJECT NAME: SEC. 15 rwP. 295 RNG. SSE PROJJ . DATE BY REVISIONS Eag°e DRUID 1r /p~ypp94/~ All Rig NUM- QV/~ I 1 P'11iD ~ ~ ~ (j ~ q 16< ¦ Y~ g¢r ~ 03-1~ ®2002 by Professional E E Engineering Resources, Inc. ER ING TYPE- Engineering GMc NUMBER tr ECKE 'BY PVs All Rights Reserved The arrangements depicted ELIMINARY ~AT~~~ , S2-05 ~I~ The an herein are the sole property L s A • i of Prof CLEARbVATER, L.L.C. • aeLB,° esou be rep CLEARb~ATER, FL. 33756 PE4!/IidG, G{@ADIiVG SAPID DRAlId.4GE DETAILS N.T.. "'`h°° of Professional Engineering NSTRUCTION ; 6 ®S Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. 13B 00 1112 SOUTH MISSOURI AVE, SUITE 106 sca R be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 CORD h n without its written permission PA L .V S ERMA,REG. NO. 35628 CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 .,U~~4~~y~4:- , Pick Hole T y ~ 9' hen I C W roadwa base Is 8, F I R RA ST If 1-1/4' T When roadwa base Is 6' 3'-0' SETTIf~G BLOWNFF DETAIL 5/8 all other casesY n,t,s n,t,s, n,ts, ' Min, 4 Requlred See Index No, 301 a, ~ Meter Box . R W At Terminal , P ~ T Lamp Hole 3 ~ ~ F Cla Brick i p , SANITARY ~ Masonary Back of Curb ~ _ U ?????o Max, 15'-Min, 4' - SEWER ? Non Skld A A 8 I 11/2' Cement. ~ 18' Min, , or Water , ~ Edge of Paver7ent Valve Box RING -HALF PLAN Re ulred ? ? ? ? ? Pattern Cement Grout Plaster u x 24' Max, q Requlred I _ _ I I as re ulred ~ Distance Varies Valve Box f a ?F L P? q a , i 1 M ~ ? , v _ 8' Stub g~ ~ ' 23 ~ 4' D,I, ' ' SOLID OVER --'6 ~ 21 u, 4` Gate Valy~ - ~ Machined Surfac ~ ~ Plug i~"~«d?k.~,,'~„F , y ~ i ~ N Gro (See Note) I c ' ro Cement ut ~ `F- ~ ~ ~ ~ o As Required # 3 Rods @ 12' i 22-3/4' 6' Concrete Ba . ~ `0 4 0 i ~ ~ S uare Bottom o " Permitted ~ N ~ Mech, Joint Valve n .PLAN GNl xlve ONLY APPROVED Water Maln v ° ' Machined Surface Kennedy RING -SECTION SECTTON A-A I~ Mutter Ci Kennedy Guardian No, K-81A Muller Centurlan No, A-42 NOTES 1 I U.S. PI e Minimum Weight 7 232 tbs, StJLID OVER SECTION ~ P U.S, Pipe Metropolitan • , Lanp holes shall have a waterproof 9 278 lbs, Minimum Weight 128 lbs. bituminous coating on the exterior, " 0 90° Bend MJ X SLIP i ' Koppers Bltumastk Black 300M, or ! NOTESi Restraining Joint (Typ,) NOTES Proco EP-214, 1, Steamer Connection to Face Street, Joint (Typ,) 1, Where roadwa base is B' or thicker use 9' rin CITY OF CLEARWATER, FLORIDA Plug to be plastic with 'D' ring or CITY OF CLEARWATER, FLORIDA CITY OF CI - Y vC with 'a' ring, 2, All Flre Hydrants to have 5 1/4 Valve Seat, PUBLIC wo CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION all other cases 7 ring Is permissible, ENGINEERING DEPARTMEN ENGINEERING DEPARTMENT 3, Flre H drants Shall be Placed at Street Corn rs Ei 2, Manufacturers model of storm ring and covert ~Daa vx 3r naYE P,v,c, pipe entry requires trnnsite REDRAyB DY Dare Y ~nAxx BY ENGINEERING ENGINEERING xmnAwx By TYPICAL HYDRANT pAn: nmBAxx BY 09%16/9 Nova 0,~, manhole coupling accessary by ~e 11aD7ros or in the R,U,W, Ad,Jacent to Side Lot Lines B,v,a TYP be approved by Clty Engineer, 1 saevDS .t,a sno.K e a v.~, '~O~D Br SANITARY SEWER ~ Johns Manville or equal approved a¢a¢a Br SANITARY SEWER D7DIX ~ Whenever Possible, BY _ w,J,S, BY MANHOLE COVER 301 water stop coupling, ~ V~ ~ LAMP HOLE DETAIL 303 4, See Sheet 3 for T Ical Connections & Fittin ~ HBY CR B,V. BY SETTING 01/15/9 B,V,D, HeY CROSS-SECTION wD~~a pm~mHeY BDETAIL 4"a REV. DATE DESDa1PTllN arr. DESCRiPTIW7 APP. oc 1 YP g uv. DATe Dexsrona Aar. 2 DF 4 A6V. DAn[ pESaBPncx App, l a 1 TYPIC AL H YDRANT S E T IG _ o TI~lG ° ° ° - ° 0 ° CLEANOUT PLUG n,ts, 2 Non-Penetratin ° 0 ° D ° CHARLOTTE Plpe And Foundry Compa See NOTE For Traffic Bearing Cover, - Pick Holes ° 0 ° 0 ° 0 ° Part No, 106 Dr Equal Top View Approved Backflow 0 ° ~ ° 0 ° ~ Prevention Device ~ Water Meter Connection tl ° ~ ° ~ ° 0 ~ " ' - ° 0 ° 0 ° 0 ° Connecting Piece w/Integrally p Fire H dram Asser" 0 ® Y ° p ° 0 ° cast Mech, Joint Gland on (Typ,) Hydrant Asserlbly Ford Regulator Adaptor (Typ') Ford Angle Ftow ° 0 ° Concrete Pad 8' FEMALE ADAPTER one End-D,L Rotatable Mec , Valve(TypJ Thick x 1'-6' Sq, CHARLOTTE Plpe And Foundry Company Joint Gland on father End, Part No, 101 Dr Equal Length Varies s (See Nate 1) - 24' 6' or 8'- 1/8 Ben SOLID OVER Valve and Hydrant Tee Meter w/D,h Rotatable Mech, Jol Gland on Plain End Branch, ~ Mech, Joint i ~t ~ ~ Bras o o, Valve 25 3/4' 25 i/2' a Ptug ~ N Nipple a 3 - ~ 29 1/2' 12' v RING - SECTIDN Sewer Maln , l _ Weight 85 lbs. ,Water M ,Water Maln SOLID OVER SECTION MINAL CLEANOUT DETAIL TER TYPICAL SINGLE DEVICES/4" and 1" MODELS _ NOTES Weight 120 tbs, NOTES , U.S. Foundr No, 117 Rin And BL Cover Dr E ua6 N,T,S. 1, ~n Hydrants Requlrfng Runout 1 Y 9 ~ q Last Two Joints Must Be ~~estra(ned NOTE Device Must be Installed level CtTY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA Per Detail 403 (2 of 2), ;CITY OF CI CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA T ~ ENGINEERING DEPARTMENT ,PUeuc wo ENGINEERING DEPAR MENT EI ~ovo DY SANITARY SEWER °ATE NGTE~ Cleanout Plug Cover To Be A STANDARD 11%07/9 nFDBAXN BY TYP PUBLIC WORKS ADMINISTRATION REAPPROVED R,P, DEVICES RE APPROVED DOUBLE-CHECK VALVES PUBLIC WORKS ADMINISTRATION ENGINEERING ENGINEERING Y _ aECEF? ~ MANHOLE COVER p~ U,S, Foundry 7623 Ur Equal, r ~ R,,,y,a r,,, Br TERMINAL END ~ r~ a Br R,as, CAST IRON 301 ~ errs CLEAN DUT 304 I BVDY TYPICAL HYDRANT 01%15/9 Hersey-Beeco Model FRP [I Hersey-Beeco Model FDC Bm~v~er TYPICAL METER SETS W 02%94 aaacmBr SETTING Mp~ND, Watts Model 909 or 009 Watts Model 709 or 007 p~a°.ngy HACKFLGW PREVENTERS ~ xD. OEV, naTE DESCitlPT1W Aar, ~ 2 of 2 aEV. nAn nESatmttaH APP. on nr 2 or2 nev Da~E Dtscnrnau Dmcxm eY pmcxm BY PLAN VIEW E Canbraco 40200 Conbraco 40100 3/4' and 1' MODELS ~5 3 OF 4 ABY. DATE pFSINIPnON APP, DE9Wm BY 1 DF 5 See Index No, 301 v E cap E C NECTION DETAI S TYPICAL FIRE HYDRANT SETTING SETTING ° o ° n,ts, o o ° Varies n,ts, Clay Brick NOTES 0 0 ONLY APPROVED ° At Terminal Masonry 1, WATER MAINS TU BE ON NORTH or EAST SIDE OF R.D.W., APPRUX, 4 FT, BACK GF CURB Fire Hydrant Assembly ONL - Manhole UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER, (TYPO Kenned 1/2 Cement 2, SERVICE CONNECTIONS TD BE 2 FT, FR[lM SIDE LOT LINE ~N EITHER SIDE OF LET (SEE Y Plaster SHEET ND. 3>, THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION, DRIVEWAYS ~ `;Muller CE Kennedy Guardian No, K-81A `;Muller Centurlan No, A-42 Top Vlew ' Distance Varfes 'U,S, Plpe • ~ ~ SHALL NOT BE BUILT OVER METERS, 'U,S, Plpe MetropoUtan Approved Backflow ~ s' Bottom Of 3, ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 RS,h) 18' Min. Ford Meter Flange Prevention Device (Flanged) ~ A 3 A Corbel UNDER THE DIRECTIGN GF THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETIGN qF 7HE 24' Max, ~ o°, TESTING and CHLURINATIDN, THE PRESSURE SHALL REMAIN GN THE SYSTEM AT ALL TIMES, Valve Box Valve Bo Valve Box Ford Angle a Brick - - 8, 4, TEN FT, SEPAR'ATI~N REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES, \ 2' Joint 1 , , 8' ; 5, SADDLE IS REQUIRED FAR ALL SERVICE C~NNECTIDNS TD 4' PVC MAINS, SADDLE IS ' Valve(Flanged) Flow D i ~ Pipe Entr 12' a, REQUIRED FUR 2 SERVICE CONNECTIONS TO 6 and LARGER PVC MAINS, LARGEST SERVICE T Ical > v 12 ~ CONNECTIUN TU A 4 MAIN IS 1 1/2 and LARGEST TD ANY MAIN IS 2', 0 - ~ p 6, MINIMUM DISTANCE BETWEEN SERVICE'TAPS TD BE NAT LESS THAN 36', Brass Nipple °o c i .~i Threaded Corporation Stop Curb Stop ~ Meter (Flanged) 6' , „ N •A'4 MUELLER H15008 , -'j ,.al,a.a MUELLER H14350 with Lock Wing and ~ f N i S uare Bottom f;:?~.~•'':~:~,~~'.•','•.•';a~;;,io;;;;;;;;:;;;i,a or approved equal Cor7presslon Inlet or approved equal l Tapping ; q :A•:a; :.......::::::e:.;;:.~•.:.:.:a:~•.::.:.~::A CTap nt 45 Angle) Permitted Mech, Joint Valve a B Cit , Tapping Sleeve & Valve ~ ~ o ~ By City, Fee by ~ Y Y _ 'G" owner or PLAN Gwner or Contractor 12" yin SECTION A-A Crown of dro I e Saddle if Re uired P PP U i shall match crown q Q See Note 5 _ - A B C D E F G of outfall pipe for Water Service Tubin _ Shallow 0'- 4' 2'-6' 4' Max 3`-6' 24' Max 8' #3 at 12' E,W, outfall I es of 10' g PP Driscoplpe 5100 or Endot/Yardley Standard 4,1'- 6' 3'-6' 6' Max 4' 30' Max B' #5 at 10' E,W, or larger, ~ ~ Saddle shall have double ,X, Blue Jet, SDR 9, 3408 Polyethylene ~ , TYPICAL SINGLE DEVICQ 1/2" and 2" MODELS - Deep 6,1'- 10' 3'-6' T 10' 4' 36' Max 12' #5 at 10' E,W, ~ . Connecting Piece w/Integrally Restralning Joint CTypJ Deep 10,1'- 14' 3'-6' T 14' S' 36' Max 12' #5 at 10' E,W, stoinless steel straps cast Mech, Joint Gland on Exist, Water Main NDTE~ N°TES, with epoxy coated J l Iron b one End-D,h Rotatable Mech, , 1. Alt concrete to be 3000 p,s,l, with fiber mesh duet) e ody, Joint Gland on dther End, Device must be Installed level, relnfordn9, CITY OF CLEARWATER, FLORIDA Water Main CITY OF CLEARWATER, FLORIDA CITY OF Cl 2, P,V,C, pipe entry requires manhole adapter PUBLIC WORKS ADMINISTRATION PUBLIC WOI CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION RE AppRGVED R,P, DEVICES RE APPROVED DOUBLE-CHECK VALVES PUBLIC WORKS ADMINISTRATION wupling by Flo Control Inc„ or approved water ENGINEERING DEPARTMENT ENGINEERING NOTES EI - stop coupling, 3, Manholes shalt have a water DY HRICK MASONRY naTE BmnAxH Br DAtE " ~ ~ Y TYP; ENGINEERING ENGINEERING PmBANN Br TYPICAL HYDRANT pA'E Hersey-Beeco Modet FRP II Hersey-Beeco Model FDC ~ er TYPICAL METER SETS W DAh proof Bituminous Coating on the exterior & D°° 0/91 B.V.D. 01/15/9 a~ ~ MANHOLE DETAIL pax 1 BEV, vans sExvttE uacxm OY WATER MAIN SERVICE DAD D, 1, All Flre Hydrants to have 5 1/4 Valve Seat, Cf~a®er Interior, Koppers bltumastlc black ~ +/e/oz wv. xota as V,J,S sot 0 taut TrrE ~ APPING B,VJI, 05/19/9 02/94 aeaapeY SETTING wp a Watts Model 909 or 009 Watts Model 709 or 007 pBY BACKFLOW PREVENTERS solution 3oDM, or Proco EP-214, ~ SANITARY SEWER ~~BY CONNECTION DETAIL 2, See Index # 407 for Jack & Bore Details, REV. DAZE DF5fRrnON App, DE9CNm BY . Eev, DATE nFSDmm~ow err, ~v. DatE DESCA~110N arr. 1 OF 3 APPING SLEEVE & VALV Conbraco 40200 Conbraco 40100 1 1/2' and 2' MODELS ~a OE9pxm BY 4 DF 4 RE1. DALE Desawntx App. DE9Wm BY 2 OF 5 See Index No, 301 ° 3' ~ . C . PIP E RESTR I A NT RAINT ° Flow / TY AL ! THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIDNS~ Tapped Flange ~ Tapped Flange Brass Nipples 2' Backflow n,t,s, i, BENH -INLET AND OUTLET - Polyethylene AdJustment Ring 2, TEE -OUTLET BRANCH Ball Valve CTyp'> f Preventer Hall Valve - • 3, OFFSETS -INLET AND OUTLET 90• Brass E 90• Brass Ell 4, CAPS 5, PLUGS BYPASS DETAIL Approved barrel Joint seals Concentric cone (Flat Cover to 6, DEAD ENDS are '0-Rings' and 'Ram-Necks', ~ \ on shallow manholes 0' t0 d 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS Approved Backflow ' Two continuous rings at all 4' de th7 ~ - Its. ~ 1 P Ad,Justabl ,Jon Valve Box o PreventeHE Resilient Sent Plate Strainer Resilient Seat DS & Y Vnlve~ ~ OS a Y Valve strainer (TypJ Sleet reinforcement a- L Megalug Restrainer (TypJ - ~i FlGnged Tee ~ Flanged Tee 5' min, wall thickness ~ ~ type II acid resistant I ~ o Flanged 90• Benei~ Flanged 90• Bend 4' Min, cement .4000 ps,L When Valve Occurs Irk Road v set Base an 10-Common Hrick, I w 0 0 0 0 0 0 o O f Unlflange o 2'/ft min Grout flit opening with a s C Meter non-shrink mortar Ebba 1500 Series (Typ, a 12' f-D,I, Plpe ~ ~ I ~ ~ ~ ~ . • a, La EEEiii Poured Concrete Saddle ~ ~ ON ALL TEES, A MINIMUM OF 5' SHALL BE 2' ,Joint In pipe entry RESTRAINED ON EACH RUN LEG Supports (TyplCal) L =MINIMUM LENGTH TO BE - - RESTRAINED ON EACH SIDE OF FITTING (ftJ Grout flow channel Water Maln FIGURES BASED ON 30' DEPTH HURY, 150 PSI TEST PRESSURE, P.V,C, pipe requires manhole 8' PVC MAXIMUM SIZE USED IN SYSTEM NOTEi THRUST RESTRAINT AT fITTTNGS AND VAl M.J, 90' Bend M.J, 90' Bend-~ I, l~ ~ i, i NOTES adapter coupling by Flo Mech, Joint Val Restralning Joint BY USE OF EBBA IRON MEGALUG RESTRAINERS, 1 ' FITTINGS AND VALVES SHALL HE Flow LUG RESTRAINERS, THRUST RESTRAINT TYPICAL C~MP~UND WATER METER SET 1, Precast manhole drop may be approved by City Control, Inc„ or approved p ELBOWS (de VALVE BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON Engineer, Shop drawing submittal required, water stop coupling, N M' g T DEAD RESTRAINERS, L BE BY EBBA IRON SERIES 1500 , NDTE~ n,ts, ~ ' W~ I~ - 2, Drop required when 2' or over, PIPE EES END 1, 0 S & Y Valve Handles will be Chained and Locked, ~:f ~ ^ ~ ~ 2, Meter Sets will be Pnlnted After Installation, 3, Manholes shall have an exterior coating of at l i SIZE 11,25 22,50 45 90 BRANCH 15 mils dr thickness PRGCU EP214-351 CITY OF CLEARWATER, FLORIDA ; 4 2 ; 4 9 21 28 46 eITY of el Y CITY OF CLEARWATER, FLORIDA PUBLIC WOI CITY OF CLEARWATER, FLORIDA 3, Bypass Plpe & Fittings Shall be Threaded Brass, PLANNIN EVELOP E oxl-Mastic ar Ko ers bitumastic black solutlo ENGINEERING DEPARTMENT PUBLIC WORKS ADMINISTRATION 6 3 , 6 12 29 47 65 EI P I PP e A R SUREG P HOPE o Br PRECAST nnTE ENGINEERING REDnAYM BY PUBLIC WORKS ADMINISTRATION D CITY OF CLEARWATER FLORIDA ~ G MENT ENGINEERING REAPPROVED R,P, DEVICES REAPPROVED DOUBLE-CHECK VALVE PUBllC WORKS ADMINISTRATION SERVI 300M, Inter or shat b G U ~ ~ ar<a~D ax SANITARY MANHOLE Dix Ba BVD~ TYPICAL VALVE 01%15/9 8 4 : 8 16 38 66 85 B,V.B aecxm eY PP-R Liner with a minlmUm thickness of 2 mm, Q Baw a~~, oe~ wds, DETAIL 302 affaaD BY SETTING Hersey-Beeco Model 6CM Hersey-Beeco Model No, 2 ENGINEERING ~ CES ~B,V ll r 9%02/99 AmBAwx er TYPICAL COMPOUND pA'~ ~ CI~~Y aacxmeY THRUST p, Anes 5000 SS Aroes 2000 SS MJP 02/94 ~-u-~-~-..._..,_ ~I ~"`?>>>iqr- , I rnv, DAre C S -SCI D+~ZD. DESa~m aY R lf.V. DAIS DRgiNnW G,C~H~ ' T.aJ. OUTSIDE DROP a of 3 RO S ETON nE<: DATE o~mnav App. CEStlIm BY 1 OF 4 . oESCxm ~ RESTRAINING °VD4`"0~' Watts Model 909 or 009 Watts Model 709 or 007 seam BY WATER METER SET xa - G,aH, lap2 Canbraco 40200 Conbraco 40100 ~ DA>E o~nox ~ °•n~ 90~ RIS~nnnc a~nr5s ~ CLIENT: PROJECT NAME:' SEC. 15 rwP. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS 02002 by ®2002 by Professional 1751G tD 01$Y PVS SHEET NUMBER Engineeri ORUID COURTYARD TH ~ C ~ U F T YA ~ ~ 03-1460 The Reg„ Engineering Resources, Inc. DRAWING TYP,~ GMc NUMBER All Rights Reserved H'ECKE~D BiY' PVS The arrangements depicted + DA T VL -T ; 5-2-05 ? PRELIMINARY ARb!/ATLR, ~..L.Co ge=e=a art CLE of Profess herein are the sole property 1P L of Professional Engineering M CONSTRUCTIOfV' If 12 SOUTH MISSOURI AVE., SUITE 106 SCALE R esources, Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. C 1616 be reprodi - ' EL~',9Rb~lATER, FL. 33756 WATER AND SANITARY SEWER DETAILS N,T,S. without it be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 MAUL/~ V` ~,4 RMA,REG. N0. 35628 ! ~t ryPG~r 41 O 1 Flow 0 0 0 0 0 ° ° ° ` Ta d Flan e~ Tapped Flange ppe g Brass Nipples Backflow ' BaU Valve/ (TypJ f Preventer ~ Ball Valve 90' Brass E 90' Brass Ell BYPASS DETAIL ~ Approved Backflow Resilient Seat Preventer Resilient Seat DS & Y Valve DS & Y Valve Plate Strainer Flanged Te Flanged Tee - Flanged 45' Be Flanged 45' Bend O o0 0 0 0o O Meter 12' Flow Supports TYPICAL CGMPDUND WATER METER SET f M.J. 45 Dend M.J. 45' Bend - NDTE~ 1 D S & Y Valve Handles will be ~,halned and Lacked, 2. Meter Sets wlfl be Painted Afters Installation, - a, Bypass Plpe & Fittings Shnll be Thrended Brass ~ CITY OF CLEARWATER, FLORIDA ~lAPPROVED R,P, DEVICES ~APARDVED DOUBLE-CHECK VALVE .PUBLIC WORKS ADMINISTRATION ' - HersPy-Beeco Model 6CM Hersey-Beeco Model No, 2 ENGINEERING Aroes•5000 SS Ames 2000 SS ~`~pBY TYPICAL COMPOUND 02%94 Watts Model 909 or 009 Wotts Model 709 or 007 a~EaanBY WATER METER SET i Conbrnco 40200 Gpnprnco 40100 45' RISE AEV~ DA7F DESGPoP710N APP. BY 4 DF 5 - 0 0 0 0 0 0 To View P - Approved Backflow Ford Meter Flan e Prevention Devic(~lan ed) x g 9 . ~ Ford Angle Vatve(Flanged) Flaw e , Brass Nipple Meter - (Flanged) L - ~ a a, ~v, o~ ~ 3~ 1.2 V TYPICAL PARALLEL DEVICE NDTE~ _ Parollel device Instalintlon Is eMployed whenever It is vital to roalntaln a continuous supply of water and where ' Interruptions for testing and servicing would be unacceptable, Device nust be Installed level CITY OF CLEARWATER, FLORIDA ~ APPR VED R, V ~ _ PUBLIC WORKS ADMINISTRATION 0 P, DE ICES APPROVED DOUBLE CHECK VALVES ENGINEERING Hersey-Beeco Madel FRP II Hersey-Beeco Model FDC BmMJP~ 02%94 Watts Model 909 or 009 Wntts Model 709 or 007 nwa®Br PARALLEL METER SET iBD~bya Canbrnco 40200 Conbraco 40100 ~y DAre DESaaPnur ~ oESCNED eY 5 of 5 Stop Less Check MUELLER H14350 with Lock Win and 9 Corlpresslan Inlet or approved equal Threaded Cor oration Sto P P MUELLER H15008 or a roved e ual PP q C TAP AT 45° ANGLE ) i~ Saddle required on ~ 4' P,V.C. only Water Service Tubin 9 ~ Drisco i e 5100 or Endot/Yardle Saddle shall have double X, P P Y Blue Jet, SDR 9, 3408 Polyethyt~e stainless steel straps with e ox coated - P Y ductile Iron body, Water Main CHL ORINATI~N TAP CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING B V D Y 06/25/9 ~v95 sow Y~ ~ ~ ~ CHLORINATION TAP iBD a Bav. ogre DESadPBCx APP. arscam Br 1 OF 2 TEMPORARY BLOW~FF 2 Ball Valy - AND SAMPLE TAP Hose I B bb 3/4' Galvanize Galvanize 2' Corporatl ~~IGI~G Tapping Saddle . ° ---1--- - i ~ ``'1 Restrained 2" TEP C ~NNECTI~N ~ ~ Tnppe~l PluO ~ ~ _ R._J clrr of cLEaRw ATER FL RID 0 A ~ PLANNING & bEVELOPMENT - PUBLIC WORKS ADMINISTRATION - AND C~NNECTIEN ENGINEERING SERVICES ~ TEMP BLOWOFF DAre B~V~D, 06/24/9 a~asm Br AND noEx pn SAMPLE TAP 4oB : AeA DALE OESGtlP11CN APP. D5GHE0 BY 2 GF B _.._....~...w...~ CLIENT: PROJECT NAME:' sea 75 rwP. 295 RNG. SSE PROJECT NO. DATE BY REVISIONS X2002 by DRUID COURTYAO~D NUMBER All Rights 0 2002 by Professional DRAWING 7YP DELQN.~ ' BY PVS SHEET Engineering Resources, Inc. ,,~X IV arY GMc NUMBER All Rights Reserved ,",PVS CLEARWATER, L.L.C. ~ ~ ~ T YA KF-% Lrm.%0; 03-1460 The any 1112 SOUTH {MISSOURI Abp, SUITE 106 SCALE of herein Profess! The arrangements depicted rOA`TE ~ 5",-2 -05 ? PRELIMINARY ; herein are the sole property P IF E It Resources, of Professional Engineering ® CONSTRUCTION A Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. 6 '65 CLEARlk1gTER, FL. 33756 WATER AND SANITARY SEWER DERAILS ~y,T,s, be rapr d without HE 2A~1v" be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD without its written permission I 'r' CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 I3AL~ SHfRMA,REG. NO. 35628 - PAVING NOTES OTES TESTING SCHEDULE FOR PROPOSED ON-SITE IMPROVEMENTS ~ GENERAL NOTES • 1, ALL DELETERIOUS SUBSURFACE MATERIAL (I~e, MUCK, PEAT, BUR[E i. ALL ELEVATIONS REFER Td PINELLAS COUNTY. DATUM = 40,021 NGVD 1988 D INC SHALL BE USED UNLESS INDICATED OTHERWISE ON THE 57, RAMPS, FLARES, PARKING SPACES, ACCESS AISLES WALKS, ETC. USED FOR HANDICAPPED EXCAVATED FROM THE SITE AND IN ACCORDANCE WITH THESE P1 34, CLASS C, BE D MUCK, PEAT, BURLED DEBRIS) IS TO BE VCE WITH THESE PLANS AS DIRECTED ITEM TEST TEST IDENTIFICATION TEST REQUIREMENTS TEST FREQUENCY DRAWINGS DR BY THE ENGINEER pF RECORD 0R SOILS ENGINEER IF THE REQUIRED ACCESSIBILITY ARE TD COMPLY WITH FLORIDA ACCESSIBILITY CODE LATEST EDITION, BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S SOIL TEST 2, ALL WORK Td BE DONE ACCORDING Td LOCAL REGULATORY AGENCY STANDARDS AND BEDDING COMPACTION CANNOT BE OBTAINED, CONTRACTOR SHALL REMOVE BEDDING NO EXCAVATION IS Td OCCUR IN WETLANDS WETLANDS ARE Td OWNER'S SOIL TESTING COMPANY, WETLANDS ARE TO REMAIN IN THEIR SPECIFICATIONS, MATERIAL AND REPLACE WITH CLASS B BEDDING MATERIAL 58, ALL PAVEMENT MARKINGS, EXCEPT PARKING STALLS, SHALL BE 'ALKYD' THERMOPLASTICS NATURAL STATE, DELETERIOUS MATERIAL IS Td BE REMOVED FF 90 MILS IN THICKNESS ALL STOP BARS, STOP PAVEMENT MARKINGS, ARROWS, PARKING EXCAVATED AREAS ARE Td HE BACKFILLED WITH APPROVED MA7 TO BE REMOVED FROM THE SITE MAXIMUM DENSITY AASHTO T99 N/A PER SOIL TYPE 11TH APPROVED MATERIALS AND OPTIMUM MOISTURE ASTM D698J8 3. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO 35, THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN PUBLLIiC RIGHT OF WAYS WITH THE STALLS ARE TO BE WHITE, ALL' HANDICAP PARKING SPACES SHALL BE MARKED COMPACTED AS SHOWN ON THESE PLANS AND COMPACTION TESTIP ORIGINAL CONDITION OR BETTER PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC, CONSTRUCI`ION, AND REPAIR WORK, ACCORDING TO LOCAL REQUIREMENTS TESTING COMPANY, COMPACTION TESTING BY THE SOIL EMBANKMENT y NCIES BETWEEN THE PLANS CONTRACTOR Td SUPPLY AND INSTALL ALL REQUIRED TRAFFIC CONTROL DEVICES AS 59 ALL HANDICAP RAMPS ARE TO BE EMBOSSED PER F,D~O~T,INDEX NO. 304, PAGE 1. SAW 4. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPA REQUIRED BY THE GOVERNMENTAL AGENCY/AGENCIES AND ENGINEER pF RECORD, FIELD DENSITY AASHTp T191, T204, T238 IDO% OF MAXIMUM DENSITY ONE PER 500' HORIZONTALY, R PROTECTING EXCAVATIONS AGAINST ASTM D1556, D2937, D2922 AASHTO T-99 ALTERNATING LIFTS (1 ft.) CUTTING GROOVES IN RAMPS IS NOT ALLOWED 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCA AND FIELD CONDITIONS PRIOR TO COMMENCING WORK , COLLAPSE AND IS TO PROVIDE BRACING, SHEETING, OR SHORING 36, ALL EXCESS SUITABLE AND UNSUITABLE DELETERIOUS MATER]AL FROM CLEARING, AND ~ ~ TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCE; ETING, OR SHORING AS NECESSARY AND APPURTENANCES ARE BEING PLACED, • 5, CONTRACTOR TO CALL 'SUNSHINE' 1-800-432-4770 48 HOURS PRIOR Td ANY pTHER ACTIVITIES SHALL BE DISPOSED pF OFF-SITE BY THE CONTRACTOR 60, CONTRACTOR TO PROVIDE 3' DROP CURB AT ALL DRIVEWAYS CONNECTIONS AS PER f,D.O,T, INDEX NO. 300 DEWATERING SHALL BE USED AS REQUIRED, CONSTRUCTION, FOR UTILITY LOCATIONS, 37, THE CONTRACTOR/SUBCONTRACTOR WILL BE EXPECTED TO MEET ALL THE MAXIMUM DENSITY AASHTO T180 N/A PER SAIL TYPE ENCY INSPECTION DEPARTMENT CONTRACTOR Td COMPLY; WITH R.C. KANNAN & ASSOCIATES, INC. 3, PROPOSED SPOT ELEVATIDNS REPRESENT FINISHED PAVEMENT OF 6, ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE CONTRACTOR TO VERIFY ALL REQUIREMENTS OF THE LOCAL REGULATORY AG ISHED PAVEMENT OR GROUND SURFACE UTILITY TRENCH OPTIMUM MOISTURE ASTM D1557 IGS, BACKFILL UNDER EGINNING WORK, INCLUDING ADVANCE NOTIFICATION SO THAT THEY CAN WITNESS ALL REQUIRED 61~ SOIL REPORT NUMBER 1789 GRADE UNLESS OTHERWISE NOTED tlN DRAWINGS, LOCATIONS BEFORE B TESTS DR INSPECTIONS, FOR THIS PROJECT, CONTRACTOR TO OBTAIN A COPY OF 4, CONTRACTOR TO PROVIDE 1/2' EXPANSION MATERIAL WITH SEALS ROADWAYS AND 98% MODIFIED PROCTOR ~TERIAL WITH SEALER BETWEEN ANY STRUCTURES FIELD DENSITY AASHTp T160 AASHTO T-180 ~ 7. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY SUPPLY PROFESSIONAL ENGINEERING RESOURCES INC, AND REPORT AND INCLUDE ALL STORM DRAINAGE STRUCTURE AND CONCRETE, ASTM D1556, D2937, D2922 MAXIMUM DENSITY Td CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST COLLAPSING ACCORDING 38. TESTING ENGINEER IS TO RECOMMENDATIONS AND ALL SITE WORK Td OSHA SAFETY AND HEALTH STANDARDS, TRENCHES SHALL BE KEPT DRY WHILE PIPE OWNER WITH A PHOTOCOPY OF ALL BASE, SUBBASE, ASPHALT COMPACTION PREPARATION INTO SCOPE OF WORK, I KNESS TEST RESULTS, PLUS ALL UTILITY TRENCH, EMBANKMENT, BACKFILL, OF REPORT CAN'BE 5, REFER TO THE LATEST EDITION OF F,D~O,T~ 'ROADWAY AND TRAFf 20ADWAY AND TRAFFIC DESIGN JS pF ALL DRAINAGE STRUCTURES, MAXIMUM DENSITY AASHTO T160 N/A PER SOIL TYPE IS LAID DEWATERING SHALL BE PROVIDED WHERE NECESSARY, AND TH C A COPY COMPACTION-TEST RESULTS AND ALL CONCRETE TESTS RESULTS ARE TO BE PROVIDED OBTAINED BY CALLING 727-548-8080 STANDARDS' FOR DETAILS AND SPECIFICATIONS OF ALL DRAINAGI 8, ALL PIPE SHALL BE PLACED ON DRY, UNDISTURBED SOIL, WET UNSUITABLE TO ENGINEER Of RECORD AND OWNER, TESTING ENGINEER IS TO CERTIFY TO THE UTILITY TRENCH OPTIMUM MpISTURE ASTM D1557 FILL MATERIAL R C R AND OWNER IN WRITING THAT ALL TESTING REQUIREMENTS 62, V R S SHALL BE WRAPPED AS PER 6~ IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATION: MATERIAL SHALL BE REPLACED WITH COMPACTED SELECTED BACK ENGINEER OF E D D ALL DRAINAGE CUL E T ROOT SYSTEMS OF TREES SHOWN TO HE SAVED, CONTRACTOR TI PIPE BEDDING SHALL HE A MINIMUM IF CLASS C BEDDING IF CONTRACTOR REQUIRED BY THE CITY OF CLEARWATER AND THE TESTING SCHEDULE SHOWN F~D~O~T~ INDEX NO. 280, :1N ADDITION, CONTRACTOR TO DEMENT ELEVATIONS TO PRESERVE THE BACKFILL OUTSIDE ED. CONTRACTOR TD COORDINATE WITH ROADWAYS AND 95% MODIFIED PROCTOR EDDING COMPACTION (I,E, 95% MODIFIED PROCTOR ON THESE PLANS HAVE BEEN SATISFIED, WRAP JOINT A7 PIPE AND INLET OR JUNCTION BOX OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES, CANNOT OBTAIN THE NECESSARY B AASHTO T-180 OUTSIDE PAVEMENT AND 98% MODIFIED PROCTOR AASHTO T-180 OR OUTFACE STRUCTURE, LOCATION, FILTER FABRIC TO J CHANGES, STRUCTURE FIELD DENSITY AASHTO T199 AASHTO T-180 ~ T V ND ALL SANITARY COVERS SHALL BE 7~ PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR INSIDE PAVEMENT) CONTRACTOR 7tl USE CLASS B BEDDING, CONTRACTOR TO 39, ALL DRAINAGE STRUCTURE GRA ES & CO SRS, A EXTEND 2' ALONG PIPE AND STRUCTURE WALL HAVE ALL BEDDING TESTED FOR COMPACTION, TRAFFIC RATED FOR H-20 LOADINGS PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR AI I~ T, THE CONTRACTOR IS TO SUBMIT A .ASTM D1556, D2937, D2922 MAXIMUM DENSITY 'S ENGINEER FOR APPROVAL. GE SYSTEM UNTIL FINAL 63, WHEN NECESSARY CONTRACTOR TO USE A F,D~O,T, 'J' DR 'P' H. CONTRACTOR Td PROVIDE A 1/2' BITUMINOUS EXPANSION JOINT MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE EXPANSION JOINT MATERIAL WITH OPTIMUM MOISTURE ASTM D1557 ' 9, BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6' LAYERS UP Td 40. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINA SOX FOR AN INLET flOTTOM TO ACCOMMODATE PROPOSED IP , SEE TESTING ACCEPTANCE OF THE PROJECT THE STORM SYSTEM WILL BE INSPECTED BY THE PIPE SIZES, SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE, A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE P E ' STRUCTURE, BACKFILL OF BUILDING STRUCTURES SCHEDULE FOR COMPACTION REQUIREMENTS OWNER'S ENGINEER PRIOR TO CERTIFICATION TO THE LOCAL REGULATORY AGENCY ~ AND THE OWNER, IF NECESSARY THE CONTRACTOR SHALL CLEAN THE STORM DRAINAGE 64, WHERE NECESSARY, EXISTING TELEPHONE BOXES, POWER BOXES, 9~ ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THEI iTH PERMANENT THERMOPLASTIC AND EACH LIFT INCLUDING NATURAL GRpUND No, 17346, SHEETS 1-7 AND THE CITY, FIELD DENSITY ASSHTO T191, T204, T238 95% OF MAXIMUM DENSITY BUT NOT MORE THAN 1' VERTICALLY • ' 10, CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P,S,I,IN 28 PIPES OUT AT NO COST TO THE OWNER, CABLE BOXES, TELEPHONE VAULTS ARE TO HE SHALL CONFORM TO F,D~O,T, STANDARD INDEX No, 17346, SHEETS DAYS, UNLESS OTHERWISE NOTED, 41, PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE ADJUSTED BY UTILITY COMPANY IN ORDER Td 10, CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT ASTM 81556, D2937, D2922 AASHTO T-180 FOR EACH LOT OR 2,500 SF BLDG, AREA EXISTING PAVEMENT AT LOCATIDNS WHICH EVER IS LESS ACCOMMODATE PROPOSED, IMPROVEMENTS, WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, 11, REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE 40 GRADE UNLESS OTHERWISE NOTED ON DRAWINGS, EMENT, OR BETTER 65, CONTRACTOR TO PROVIDE EXTRA BASE OVER ALL STORM 11, THE CONTRACTOR SHALL STABILIZE BY SEED AND MULCH SOD C 42, CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATION DRAINAGE PIPES WITH LESS THAN 18' COVER AS PER AND MULCH, SOD, OR OTHER APPROVED BEARING VALUES FLORIDA DOT LBR MINIMUM 40 LBR ONE PER MATERIAL TYPE !EE (3> DAYS FOLLOWING CONSTRUCTION WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, I D X NO. 205. ' MATERIALS ANY DISTURBED AREAS WITHIN TREE (3> DAYS FOLLC 12. PROTECTION OF EXISTING STORM SEWER SYSTEMS F,D,pT~ N E tlF THE UTILITY SYSTEMS AND PAVEMENT AREAS, CONTRACTOR DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT AHILIZE BY SEED AND MULCH, SOD, DR OTHER APPROVED I SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER AND ENGINEER EAS, CONTRACTOR SHALL MAINTAIN MAXIMUM DENSITY AASHTO TiBO N/A ONE PER MATERIAL TYPE x~NER AND ENGINEER OF RECORD, STABILIZED pPTIMUM MOISTURE ASTM D1557 SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY HALES, SOD, 43. THE CONTRACTOR SHALL ST 66, THE EROSION CONTROLSNOWN ON THE SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY MATERIALS, ANY DISTURBED AREAS WITHIN THREE (3) DAYS FOLLOWING CONSTRUCTION PLANS SHALL HE IMPLEMENTED DURING STONE, ETC„ WHICH CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS, CONTRACTOR SHALL S 12. CONTRACTOR IS TO PROVI?E AND MAINTAIN EROSION CONTROL/SE SUBGRADE :ROSION CONTROL/SEDIMENTATION BARRIER (HAY CONSTRUCTION PROGRESS, CONSTRUCTION ADDITI[NAL TEMPORARY EROSION CONTROL HALES OR SILTATION CURTAIN) Td PREVENT SILTATION OF ADJA MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER, SHALL BE LOCATED BY 'THE ENGINEER/CONTRACTOR, AS SILTATION OF ADJACENT PROPERTY, STREETS, FIELD DENSITY AND AASHTO T191, T238 98% OF MAXIMUM DENSITY XEOf dETLANDS, IN ADDITION, CONTRACTOR THICKNESS ASTM D1556, D2922 AASHTO T-180 13. ALL LANDSCAPING IS TO COMPLY WITH LOCAL REGULATORY AGENCY LANDSCAPE CODE, NECESSARY, IN dRDER Tp PREVENT SILTATION dF EXISTING STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS, IN ADD] 44, CONTRACTOR TD PROVIDE AND MAINTAIN EROSION CONTROL/SEDIMENTATION HARRIER (HAY UTILITY AND STORMWATER DRAIN ENTRANCES, DRAINAGE SHALL PLACE STRAW, MULCH; OR OTHER SUITABLE MATERIAL ON ABLE MATERIAL ON GROUND iN AREAS f0 ENTER AND EXIT SITE IF, IN THE LS ARE TO BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, DITCHES WATERBODIES WETLANDS AND ADJACENT PROPERTY, WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT 14, ALL STOP BARS, STOP PAVEMENT MARKINGS, ARROWS AND HANDICAP SYMBd , HE THERMd PLASTIC STORM SEWERS AND WATERWAYS, IN ADDITION CONTRACTOR SHALL PLACE STRAW, MULCH OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESS: ITHORITIES, EXCESSIVE QUANTITIES OF FLORIDA DOT LBR FLORIDA DOT LBR FLORIDA DOT lOD% LBR ONE PER SOURCE DR OTHER SUITABLE MATERIAL ON GROUND TO ENTER AND EXIT THE SITE IF, IN THE 67, THE EFFECTIVENESS dF.THE EROSION CONTROL EARTH ARE TRANSPORTED OFf-SITE EITHER BY NATURAL DRAINA BY NATURAL DRAINAGE OR BY VEHICULAR 11D EARTH TO THE SATISFACTION OF 15, ALL PAVEMENT STRIPING IS Td COMPLY WITH BOTH THE MANUAL ON UNIFORM dPINION OF THE ENGINEER AND/dR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF AND THE TEMPORARY CONTROLS SHALL BE CHECKED DAILY HY THE TRAFFIC, THE CONTRACTOR IS Td REMOVE SAID EARTH TO THE S OF F,D,O,T, EART ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR HY VEHICULAR TRACTOR DURING CO STRUCTION~ THE ENGINEER AND/OR AUTHORITIES AT NO COST TO~.THE OWNER TRAFFIC CONTROL DEVICES AND SECTION 710, PAINTING TRAFFIC STRIPE , CON N ;OST TO~.THE OWNER, MAXIMUM DENSITY AASHTO T180 N/A ONE PER SOURCE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITIONS, TRAFFIC, THE CONTRACTOR IS Td REMOVE SAID EARTH TO THE SATISFACTION OF IF TURBIDITY PROBLEMS, OCCUR THAT NECESSITATE REPAIRS N ER AND/pR AUTHORITIES AT ND COST Td THE dWNER, 13, IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE ENGI E TO THE TEMPORARY EROSION CONTROLS, THOSE REPAIRS LNG CONSTRUCTION, THE CONTRACTOR OPTIMUM MOISTURE ASTM D1557 i SPRINKLING, IRRIGATION, OR pTHER BASE ' ~ CADES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION, ENCROACHMENT SHOULD BE MADE AS SddN AS PRACTICAL TURBID RUNOFF SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIG 16. TREE BARRI INTO OR FAILURE TO MAINTAIN TREE BARRICADES WILL RESULT IN ENFORCEMENT 45. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR CONDITIONS (I.E, IN EXCESS OF 29 NTUS ABOVE ACCEPTABLE METHODS AT NO COST TO THE dWNER, 1WNER, THICKNESS, AASHTO T191, T238 98% OF MAXIMUM DENSITY ERMIT REVOCATION, SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER BOdKGROUND LEVEL? SHALL BE REPORTED TO PROFESSIONAL ACTION WHICH MAY INCLUDE CITATIONS AND/DR P ACCEPTABLE METHODS AT NO COST TO THE dWNER, ENGINEERING RESOURCES, INC.. 14, CONTRACTOR TO INSTALL EXTRA BASE MATERIAL WHEN THE DIST ED DEUEL PAVEMENT ELEVATION AND THE TOP OF THE PIPE DR BELL IS l IAL WHEN THE DISTANCE BETWEEN THE FIELD DENSITY ASTM D1556, D2922 AASHTO T-180 PIPE DR BELL IS LESS THAN EIGHTEEN 17, EXISTING IMPROVEMENTS, BOUNDARY, TREES & TOPOGRAPHY TAKEN FROM C. FR 46, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE 68, (18) INCHES SEE 'EXTRA BASE FOR CROSS CULVERTS UNDER FI • AND ASSOCIATES INC, WORK ORDER N0. 2004-62-2 DATED 4-20-2005 ~ IF OPEN BURNING IS ANTICIPATED DURING LAND CLEARING DETAIL' UNDER F~D,p,T, STANDARDS SPECIFICATIONS FOR ROAD AP - TESTING ENGINEER UPON COMPLETION OF THE WORK, TE.,TING ENGINEER TO SUBMIT ACTIVITIES, A BURN PERMIT SHALL BE OBTAINED, CULVERTS UNDER FLEXIBLE PAVEMENT GRADATION, ATTERBURG FLORIDA DOT FLORIDA DOT ONE PER SOURCE iTIONS FOR ROAD AND BRIDGE CONSTRUCTION, LIMITS ~ E PERMITS CERTIFICATION TO THE OWNER AND PROFESSIONAL ENGINES INC RESOURCES INC, LATEST EDITIDNS, ~ 16, IT IS THE CONTRACTOR S RESPONSIBILITY TO BECOME FAMILIAR WITH TH ' r ` ' AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES AND THE STATING THAT ALL TESTING REQUIREMENTS HAVE SEEN MET, 69, NOISE GENERATED AT THE CONSTRUCTION SITE SHALL - 15, CONTRACTOR TO SAW CUT AND PLACE CONSTRUCTION JOINTS IN ENGINEER, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, EXEMPTION 47, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT COMPLY WITH THE LOCAL ORDINANCE, TO THE AMERICAN CONCRETE INSTITUTE SPECIFICATIONS 2UCTION JOINTS IN CURBS ACCORDING MIX DESIGN FLORIDA DDT FM 5-520 SECTION 5,1,9c~2. ONE PER MATERIAL TYPE ,IFICATIONS. ' NOTICES, AND UTILITY LICENSES, PRIOR Td CONSTRUCTION, AND SCHEDULE AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES AND THE INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS HALL O T I ALL NECESSARY PERMITS PRIOR TO 70, CONTRACTOR TO REMOVE ALL SILT, MUCK AND ANY - ENGINEER, THE CONTRACTOR S B A N MAXIMUM DENSITY ASSHTO T134 N/A ONE PER MATERIAL TYPE DAILY CONSTRUCTIDN, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY AND UNSUITABLE MATERIAL FROM EXISTING DITCHES, DEPRSSIONS, PONDS ETC. 19, CONSTRUCTION EQUIPMENT IS NOT ALLOWED ON THE SITE UNTIL THE TREE REMOVAL- G RESOURCES R QUIREMENTS, PRIOR TO BACK FILLING WITH CLEAN FILL COMPACTION OF CLEAN PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS i` 2EMENTS~ OPTIMUM MOISTURE i` PERMIT AND SITEWpRK PERMIT ARE OBTAINED FROM THE LOCAL REGULATORY AGENCY PROFESSIONAL ENGINEERIN E FILL TO HE COMPACTEDIAS PER TESTING SCHEDULE SHOWN ON THESE PLANS P IF ATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISION 1, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABI DINATING APPLICABLE TESTING WITH THE 20, THE QUANTITIES SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS ARE ONLY 48, ALL S EC IC 71. MATERIAL ANA PRODUCTS PROPOSED FOR THE PROJECT ARE TO HE TESTING ENGINEER, TESTS W[LL BE REQUIRED PURSUANT TO TF - ESTIMATES AND SHOULD BE RECALCULATED BY THE CONTRACTOR/SUBCONTRACTOR 49. ALL WORK PERFORMED SHALL COMPLY WITH. THE REGULATIONS AND ORDINANCES OF INSTALLED ACCORDING TD THE MANUFACTURES RECOMMENDATIONS FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS UPON CO ED PURSUANT TO THE TESTING SCHEDULE COMPRESSIVE STRENGTH FLORIDA DOT FAM 5-520 SEE TYPICAL PAVEMENT SECTION ONE SET pF TWp PER iRAWINGS, UPON COMPLETION OF THE SOIL CEMENT BASE SPECIMENS PROVIDED ON THESE PLANS MATERIAL DAILY AND/OR INSTALLATION GUIDELINES WORK, THE TESTING ENGINEER MUST SUBMIT A CERTIFICATION T _ FOR BID SUBMITTALS, THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, A CERTIFICATION TO THE OWNER AND DVG REQUIREMENTS HAVE BEEN MET. ~ ~ AND ACCORDING TO MANUFACTURES RECOMMENDATION, OWNER'S ENGINEER STATING THAT ALL TESTING REQUIREMENTS 1 21, TH C OR/SUBCONTRACTOR SHALL PLACE A 1' DEEP CONTRACTION JOINT 72. ANY REINSPECTION BY THE ENGINEER SHALL BE PAID BY THE CONTRACTOR, EVERY 4' IN THE SIDEWALK, 50, AT LEAST 14 (FOURTEEN) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR 2. THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED TESTI TEST CORES FOR FLORIDA DOT SEE TYPICAL PAVEMENT SECTION A QUALIFIED TESTING LABORATORY .THICKNESS & STRENGTH PROVIDED ON THESE PLANS SHALL NOTIFY PROFESSIONAL ENGINEERING RESOURCES, INC. AND GOVERNMENTAL AGENCIES 73, THERE SHALL BE NO LANDSCAPING INSTALLED OVER THE POTABLE WATER TO PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE C 22. THE CONTRACTOR/SUBCONTRACTOR SHALL LOCATE, FORM, AND SLOPE THE SIDEWALKS AND SUPPLY THEM WITH ALL THE CONTRACTOR'S NAMES, STARTING DATE, PROJECTED MAINS, POTABLE WATER'SERVICES, SANITARY SEWER GRAVITY MAINS, MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AC SURE COMPLIANCE OF THE IN-PLACE VD THE VARIOUS AGENCIES THE OWNER FIELD DENSITY AASHTp T191, T238 98% OF MAXIMUM DENSITY ~ ~ IN ACCORDANCE WITH THE SITE GRADING PLAN AND FLORIDA BUILDING CODE SCHEDULE AND OTHER INFORMATION AS REQUIRED, ANY WORK PERFORMED PRIOR TD SANITARY SEWER LATERALS, SANITARY SEWER FORCE MAINS, STORM DRAINAGE SHALL PAY THE COSTS OF ALL INITIAL TESTING AND INSPECTIO 'ING AND INSPECTION, SHOULD ANY D DUE TO THE FAILURE pF ANY TESTS ASTM D1556, DD2922 HY AASHTO T134 EMENT IN ACCORDANCE WITH NOTIFYING THE GOVERNMENTAL AGENCY AND PROFESSIONAL ENGINEERING RESOURCES, INC. PIPES, GAS MAINS, TELEPHONE LINES, CABLE LINES, TN, LINES, ETC. RE-TESTING AND RE-INSPECTION BE REQUIRED DUE TO THE FAIL 23, THE CONTRACTOR/SUBCONTRACTOR SHALL CONSTRUCT PAY DR WITHOUT AN AGENCY OR PROFESSIONAL ENGINEERING RESOURCES, INC. INSPECTOR Td MEET THE REQUIREMENTS, THE CONTRACTOR SHALL BEAR ALL lR SHALL BEAR ALL COSTS OF SAID THE TYPICAL PAVEMENT SECTION DETAILS, THE FINISH PAVEMENT GRADES SHALL PRESENT WILL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE, 74, If THERE IS ANY QUESTION, CONFLICT OR DISCREPANCY ON THE CIVIL CONSTRUCTION RETESTING AND RE-INSPECTION, CONFORM TO THOSE SPECIFIED ON THE PAVING, GRADING AND DRAINAGE PLAN, AND PLANS, CONTRACTOR Td'CONTACT PROFESSIONAL ENGINEERING RESOURCES, INC, SLUMP TEST AASHTO T119-82 FLORIDA DOT ONE PER SET OF CYLINDERS BE PAID BY THE CONTRACTOR, ASTM C143 PLAN a PROFILES, 51. SAFETY AND OBTAIN WRITTEN CLARIFICATION PRIOR TO INSTALLATION OR CONSTRUCTION 3, ANY REINSPECTION BY THE ENGINEER SHALL BE PAID BY THE CI 1 T EY ARE A, DURING THE CONSTRUCTION AND/OR MAINTENANCE dF THE PROJECT, ALL SAFETY 75. CONTRACTOR TO COORDINATE, IN WRITING WITH PHOTOCOPY TO PROFESSIONAL ` 24, SIDEWALK CONSTRUCTION SHALL BE FLUSH WITH PAVEMENT WHERE H REGULATIONS ARE TO BE ENFORCED, THE CONTRACTOR DR HIS • S NC. AND OWNER WITH SURVEYOR TO AS-flUILT ? ADJACENT OR MEET, UNLESS OTHERWISE SHOWN. REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF ENGINEERING RESOURCE , I ? COMPREHENSIVE STRENGTH AASHTp T23-80 N/A ONE SET OF THREE CYLINDERS CONCRETE CYLINDERS ASTM C31-69 FOR 100 CUBIC YARDS OR A ETY OF HIS PERSONNEL FORCEMAIN AND WATERMAIN WHILE THE PIPE AND JOINTS ARE UNCOVERED 25. MATERIALS AND CONSTRUCTIONS METHODS FOR STREETS AND STORM DRAINAGE THE TRAVELING PUBLIC AND THE S F AS REQUIRED UNDER THE RECORD DRAWING REQUIREMENTS, FRACTION THEREOF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND M TO THE PROVISIONS SET FORTH ~ THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD B, LABOR SAFETY REGULATIONS SHALL CONFOR 76. CONTRACTOR TO COORDINATE, IN WRITING WITH PHOTOCOPY TO PROFESSIONAL HY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION, NG RES URGES INC, AND OWNER WITH SURVEYOR TO MAKE CERTAIN AIR CONTENT AASHTO T199-82 FLORIDA DOT FLORIDA DOT AND BRIDGE, CONSTRUCTION, 1973, DR LATEST REVISION THEREOF AND ENGINEERI O . L CIFICATD7NS THERETd~ AS-BUILT DRAWINGS ARE PROVIDED TO PF30FESSIONAL ENGINEERING RESOURCES, INC, D RA 1 NA G E SYSTEM N O TI SUPPLEMENTA SPE C, THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT .EDITION OF 'THE , "EM NOTES ' i' STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FQR AS REQUIRED TWO (2) WEEKS AFTER THE SANITARY SEWER } - 6, ALL PIPES NOTED ON THE PLANS AS RCP SHALL BE REINFORCED CONCRETE PIPE, N TRU ENANCE AND UTILITY OPERATIONS', SYSTEM IS INSTALLED, TWtl (2) WEEKS AFTER THE STORM SYSTEM IS INSTALLED, - 2 STREET AND HIGHWAY COS CTION, MAINT ' AGGREGATE ANALYSIS FLORIDA DOT FLORIDA DOT pNE PER DESIGN CLASS III, WITH RUBBER GASKET JOINTS SHALL BE FOLLOWED IN THE INSTALLATIDN, AND TWO (2) WEEKS AFTER THE WATER SYSTEM IS INSTALLED, R PERTY AFFECTED BY MAINTENANCE, AND REMOVAL tlF ALL TRAFFIC CONTROL DEVICES, WARNING CONSTRUCTION 27. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC P D RIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN 77. IT IS THE CONTRACTOR'S RESPONSIBILITY Tp SCHEDULE THE PRELIMINARY - ' THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN DEVICES, AND BAR AND FINAL INSPECTION WITH PROFESSIONAL ENGINEERING RESOURCES, INC„ 1, STANDARD INDEXES REFER TO THE LATEST EDITION OF F,D,O,T, ST DESIGN MIX FLORIDA DOT FLORIDA DOT ONE PER TYPE ITION OF F,D,O,T, STANDARDS SPECIFICATIONS • COMMENCING CONSTRUCTION WORK UNLESS FROM HAZARDS WITHIN THE PROJECT LIMITS AND THE CITY IF IMPROVEMENTS ARE CONSTRUCTED IN THE FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, EXISTING CONDITIONS BEFORE SPECIFICALLY EXEMPTED BY THE PLANS, ADDITIONAL COSTS ARE INCIDENTAL TO R-O-W, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ALSO ' EDITION, BITUMEN CONTENT AASHTO T164 FLORIDA DOT ONE PER DAY OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS NOT BE ALLOWED, D, ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE SCHEDULE THE PRELIMINARY AND FINAL INSPECTION WITH PROFESSIONAL 2. ALL STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE CLA PROVISIDNS SET FORTH IN THE MANUAL dN UNIFORM TRAFFIC CONTROL ENGINEERING RESOURCES, INC. AND THE CITY GASKET JOINTS (ASTM C-76 NO LIFTING HOLES ARE ALLOWS ;CEO CONCRETE CLASS III WITH ROBBER FLORIDA DOT MODIFIED HOLES ARE ALLOWED, - 28. ALL DISTURBED AREAS WHICH ARE NOT TO HE SODDED ARE TO BE SEEDED AND DEVICES PREPARED BY THr U,S, DEPARTMENT OF TRANSPORTATION FEDERAL ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE:WITH F~D,tl MULCHED TO D,O,T, STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF HIGHWAY ADMINISTRATION,. 78. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PROPOSED IMPROVEMENTS TO SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST E': ]RDANCE:WITH F~D,O~T, STANDARDS RUCTION, LATEST EDITION, ASPHASTIC CONCRETE GRADATION STABILITY FLORIDA DOT FLORIDA DOT ONE PER DAY GRASS ACCEPTABLE TO TWE REGULATORY AGENCY AND ENGINEER tlF RECORD HAVE PROFESSIONAL ENGINEERING RESOURCES, INC„ FOR REVIEW AND APPROVAL, D. ANY WASHOUTS, REGRADING, RESEEDING AND GRASSING WORK, AND E, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRA1 BEEN OBTAINS FLOW TO CENTER OF DRAINAGE STRUCTURE OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE ENFORCE ALL APPLICABLE SAFETY REGULATIONS, THE ABOVE INFORMATION 79, CONTRACTOR TO COORDINATE WITH PROFESSIONAL ENGINEERING RESOURCES, INC, WITH THE EXCEPTION OF MITERED END AND FLARED END SECTION TRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE HY HAS BEEN PROVIDED FOR THE CONTRACTOR'S, INFORMATION ONLY AND DOES NOT pN THE INSPECTION Of ,MATERIAL DELIVERED Td THE SITE AS WELL AS THE END OF THE MITERED END OR FLARED END, CONTRACTOR/SUBCON _ARED END SECTIONS WHICH ARE TO D, FIELD DENSITY ASTM 02950-81 95Y. OF LAB DENSITY OE~f THE REGULATORY AGENCY AND ENGINEER DR RECORD NO ADDITIONAL COMPENSATION IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/DR ENFORCE SAFETY INSPECTION DURING INSTALLATION pF THE POTABLE WATER, SANITARY REGULATIONS, 4, ALL DRAINAGE STRUCTURE GRATES AND. COVERS SHAD BE TRAFF IS ALLOWED FOR THIS WORK, SEWER, DRAINAGE, AND MA]NTENANCE OF TRAFFIC, ;S SHAD BE TRAFFIC RATED FOR H-20 LOADING. CONTRACTOR SHALL TAKE PRECAUTIDNS AS NECESSARY TO 52. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR 80, CONTRACTOR TO COORDINATE, IN WRITING WITH PHOTOCOPY TO PROFESSIONAL PROPERTIES OF IN-PLACE MARSHALL (ASPHALT INSTITUTE MS-2) FLORIDA DOT ONE PER DAY MATERIALS 29, THE CONTRACTOR/SUB . PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION, IF UTILITIES ARE DAMAGED TO BASE AND SURFACE CONSTRUCTION, ENGINEERING RESOURCES, INC, AND OWNER, WITH SURVEYOR TO AS-BUILT THE 5, POLYETHYLENE PIPE, - AS A RESULT OF THE PROPOSED WORK, THE CONTRACTOR/SUBCONTRACTOR SHALL DETENTION PONDS, STORM DRAINAGE PIPES, INLETS, JUNCTION BOXES, LITTORAL SHELFS, REPAIR THE UTILITIES AT NO ADDITIONAL EXPENSE TO THE OWNER 53, WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER BERMS, PAVEMENT LOW POINTS, OUTFACE STRUCTURES AND SKIMMERS ACCORDING TO A. POLYETHYLENE PIPE SHALL MEET THE BELOW REQUIREMENTS i WORK BEING PERFORMED ON SITE BY dTHER CONTRACTORS AND UTILITY COMPANIES GENERAL NOTE NO. 33 TW0 (2) WEEKS AFTER THE EXCAVATION OF DETENTION PONDS PIPE REQUIREMENTS i OW REQUIREMENTS i THICKNESS FLORIDA DOT FLORIDA DOT ~:3X 30, LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE SEEN IT WILL HE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS OR INSTALLATION OF THE STORM DRAINAGE PIPES, INLETS, JUNCTION BOXES, 12' - 48' SHALL MEET AASHTO M294-97 TYPE S. 54' AND 60' THE 'YPE S. 54' AND 60' DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE ACTIVITIES WHERE NECESSARY, WITH dTHER CONTRACTORS AND UTIi_ITY COMPANIES, LITTORAL SHELFS, BERMS, PAVEMENT LOW POINTS, OUTFACE STRUCTURES AND SKIMMERS. SHALL MEET AASHTO MP7-97. NGINEER ASSUMES NO PIPE SHALL BE JOINED WITH A BELL-AND-SPIGOT UOINT, TH CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR THE E -SPIGOT UOINT, THE BELL SHALL BE INTEGRALLY METERS 36' - 60' ~ (1) TESTS SHALL BE LOCATED NO MORE THAN 250' APART FOR CONCRETE PIPE, THERE RESPONSIBILITY FOR ACCURACY, PRIOR TO START OF ANY CONSTRUCTION ACTIVITY, 54, THE STORM DRAINAGE FACILITY IS SUBJECT TO THE REVIEW BY 81, CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY CONTROL DEVICES FORMED ON DIAMETERS 12' - 30', ON DIAMETERS 36' - 60' IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROFESSIONAL ENGINEERING RESOURCES, INC.. CONTRACTOR TO CONTACT PROFESSIONAL TO PROTECT THE PROPOSED WORK UNTIL ACCEPTED BY THE CITY OF VENICE, BELLS SHALL BE PROVIDED WITH BELL-AND-SPIGOT lD-SPIGOT SHALL BE A MINIMUM OF ONE (1) TEST SERIES PERFORMED BETWEEN STRUCTURES TO FORMA WATERTIGHT CONNECTION. SHOULD THE DISTANCE BE LESS THAN 2505 THE TEST SHALL BE DONE IN THE VARIOUS UTILITIES AND Td MAKE THE NECESSARY ARRANGEMENTS FOR ANY ENGINEERING RESOURCES INC, TO LAMP THE STORM DRAINAGE SYSTEM PRIOR TO PROPERTY OWNER AND PROFESSIONAL ENGINEERING RESOURCES, INC„ JOINT, THE JOINT SHALL USE A GASKET TO FORMA WATER- ' ES WITH THE OWNER OF THE UTILITY, THE DETENTION PONDS FILLING WITH WATER, IF THE DETENTION PONDS FILL CONTRACTOR TO MAKE ANY NECESSARY REPAIRS TO PROPOSED WORK THE GASKET MATERIAL SHALL MEET ALL TESTING REQUiREMEN RELOCATIONS OF THESE UTILITI GASKET SHALL BE INSTALLED IN THE BELL HY PIPE MANUFAC ESTING REQUIREMENTS OF ASTM D1056 GRADE 2A2, CENTER OF THE RUN, TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT _ HY PIPE MANUFACTURER, TESTS SHALL NOT BE FURTHER APART THAN 1 FOOT VERTICALLY, THERE SHALL J CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN W[TH WATER PRIOR TO CAMPING BY THE PROFESSIONAL ENGINEERING RESOURCES INC„ IF DAMAGED PRIOR TO ACCEPTANCE BY THE CITY, PROPERTY T ITV WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY CONTRACTOR Td PUMP DOWN THE DETENTION PONDS AT NO COST TO pWNER OR PROFESSIONAL ENGINEERING RESOURCES, INC„ PIPE SHALL BE SILT-TIGHT AND LEAK RESISTANT. GASKET S UNDERGROUND U IL , DISTANT. GASKET SHALL BE MADE OF HE A MINIMUM OF 1 TEST SERIES FOR EACH 1 FOOT BETWEEN MANHOLES AND OF ASTM F477. THE GASKET SHALL BE A MINIMUM OF 1 TEST SERIES ON EACH OF THE UPSTREAM AND DOWNSTREAM ' COMPANY, ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION THE OWNER AND FILL THE DETENTION PONDS UPON COMPLETION pf THE SAID REPAIRS SHALL BE THE COST OF THE CONTRACTOR AND NOT POLYSOPRENE MEETING THE REQUIREMENTS OF ASTM F477, TI ATED HY THE RESPECTIVE UTILITY COMPANIES AND THE INSPECTION AT NO COST TO THE OWNER, IT SHALL BE THE RESPONSIBILITY OF THE THE PROPERTY OWNER INSTALLED BY THE PIPE MANUFACTURER AND COVERED WITH I - SHALL BE RELOC VD COVERED WITH REMOVABLE WRAP TO ENSURE SIDE OF EACH MANHOLE, INLET, JUNCTION BOX, (IMMEDIATELY ADJACENT TO TINT LUBRICANT SUPPLIED BY THE MANUFACTURER THE MANHOLE AND INLET, AND JUNCTION BOX), THE TEST SERIES ADJACENT TO ' CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES CONTRACTOR Tp OBTAIN ANY REQUIRED 'ON-SITE PIPING PERMIT', THE GASKET IS FREE FROM DEBRIS, A JOINT LUBRICANT SUP PERATIONS, ANY DELAY OR INCONVENIENCE CAUSED TO THE SHALL BE APPLIED TO THE GASKET AND BELL DURING ASSEMI DURING RELOCATION O 'ELL DURING ASSEMBLY, THE MANHOLE, INLET AND JUNCTION BOX DOES NOT COUNT TOWARDS THE 250' CONTRACTOR/SUBCONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL 55, PRIOR TO PLACING ANY FILL DN THE SITE, CONTRACTOR TO REMOVE ALL UNSUITABLE PIPE SHALL BE WATERTIGHT ACCORDING TO ASTM D3212 FOR HE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED MATERIAL FROM THE SITE. IF THERE IS A QUESTION ON WHAT IS A UNSUITABLE 30' - 60' SHALL MEET 5,0 psi (34KPA) WHEN TESTED ACCORD ASTM D3212 FOR 12` - 24', DISTANCE TEST REQUIREMENT DISCUSSED ABOVE. THE BEDDING OF THE TRENCH AND TEN TESTED ACCORDING TO ASTM BOTH SIDES OF THE PIPE MUST ALSO BE TESTED FOR COMPACTION MATERIAL, THE CONTRACTOR SHALL CONTACT TESTING COMPANY, D3212 WITH A TEST APPARATUS MEETING THE REQUIREMENTS 31, CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY SHALL MEET THE REQUIREMENTS OF ASTM F477 WITH THE AD1 THE REQUIREMENTS OF ASTM C1103, GASKETS ~E (2> TESTS SHALL BE LOCATED NO MORE THAN 25' APART FOR POLYETHYLENE PIPE THERE F477 WITH THE ADDITION THAT THE GASKETS SHALL BE A MINIMUM OF pNE (1> TEST SERIES PERFORMED BETWEEN STRUCTURES ALL GAS UTILITIES A MINIMUM dF TWO WORKING DAYS PRIOR TO EXCAVATING, MAPS 56, CONTRACTOR TO PROVIDE THE FALLOWING LETTER TD THE OWNER AND ENGINEER SHALL HE INSTALLED BY THE PIPE MANUFACTURER~AND COVEI - SHOW ONLY THE APPROXIMATE LOCATIDN OF GAS MAINS AND DO NOT SHOW SERVICE PRIOR TO COMMENCING THE FINAL INSPECTION THE BELOW LETTER MUST BE SIGNED TO ENSURE THE GASKET IS FREE FORM DEBRIS, JOINTS SHAL 4CTURER~AND COVERED WITH A REMOVABLE WRAP SHOULD THE DISTANCE BE LESS THAN 25', THE TEST SHALL BE TAKEN AT THE KRIS, JOINTS SHALL REMAIN WATERTIGHT WHEN CENTER OF THE RUN, TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS _ LINES, THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICES BY THE PRESIDENT OF THE COMPANY AND MUST BE NOTARIZED, SUBJECTED TO A 1.5' AXIAL MISALIGNMENT A JOINT LUBRICF LINES IS BY AN ON: SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL, C L EA RING & SITE P R EPA RA T10 N NOTES MANUFACTURER SHALL BE APPLIED TO THE GASKET AND BELL A JOINT LUBRICANT SUPPLIED HY THE SHALL NOT BE FURTHER APART THAN 6' FpOT VERTICALLY FROM THE BOTTOM OF THE TRENCH GASKET AND BELL DURING ASSEMBLY, TO ONE (1) FOOT ABOVE THE POLYETHYLENE P]PE, THERE SHALL BE A MINIMUM OF 1 TEST THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS PIPE FITTINGS SHALL CONFORM TO AASHTO M294 DR PROVISII COMPANY TWd WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA C URTYARD FABRICATED FITTINGS SHALL BE WELDED ON THE INTERIOR AI 1 M294 OR PROVISIONAL SPECIFICATION STATUS, SERIES FOR EACH 1 FOOT OF LIFT OVER THE PIPELINE BETWEEN MANHOLES AND ]N THE INTERIOR AND EXTERIOR AT ALL A MINIMUM OF 1 TEST SERIES ON EACH OF THE UPSTREAM AND DOWNSTREAM I / WE, AS CONTRACTOR for the construction of THE O - ~ • C E RWATER havln first been Dul Sworn, JUNCTIONS, 32, THE CONTRACTOR/SUBCONTRACTOR WILL BE EXPECTED TO MEET ALL REQUIREMENTS within the CITY OF L A , 9 y 1, PRIOR TO ANY SITE CLEARING ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PIPE AND FITTING MATERIALS SHALL BE HIGH-DENSITY POLYE IGH-DENSITY POLYETHYLENE MEETING ASTM D3350 SIDE pF EACH MANHOLE, INLET, JUNCTION BOX, (IMMEDIATELY ADJACENT TO PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL TREE ORDINANCE AND THE CELL CLASSIFICATION 335420C, - OF THE LOCAL REGULATORY AGENCY UTILITY DEPARTMENT AND THE LOCAL Depose and Says THE MANHOLE AND INLET, AND JUNCTION BOX), THE TEST SERIES ADJACENT TO JITH ASTM D2321 WITH THE EXCEPTION THE THE MANHOLE, INLET AND JUNCTION HOX DOES NOT COUNT TOWARDS THE 25' , REGULATORY AGENCY. ENGINEERING DEPARTMENT, INCLUDING ADVANCE NOTIFICATION DETAILS CONTAINED IN THESE PLANS IT SHALL HE THE CONTRACTOR'S INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 W Td THE LOCAL REGULATORY AGENCY ENGINEER AND THE ENGINEER OF RECORD, SO THAT ALL OF THE MATERIALS, INSTALLATION, TESTING AND QUALITY DF WORK used In the RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION, TREES SHOWN Td BE MINIMUM COVER IN TRAFFICKED AREAS SHALL BE ONE FOOT A ILL BE ONE FOOT AND ACCORDING TO THE DISTANCE TEST REQUIREMENT DISCUSSED ABOVE THE BEDDING OF THE TRENCH MUST ALSO BE TESTED FOR COMPACTION, TESTS SHALL BE TAKEN IN THE HAUNCHES pN THAT THEY CAN WITNESS ALL REQUIRED TESTS OF THE SANITARY SEWER SYSTEM, construction of the Improvements Meet the requirements of the Civil Engineering REMOVED SHALL HE REMOVED WITHOUT WRITTEN APPROVAL FROM THE dWNER, MANUFACTURES INSTALLATION GUIDELINES, - INFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE REQUIRED TO BE Plans, and the Manufacturer's recommendations, and/or Installation guldllnes, EACH SIDE OF THE PIPE IGINEERING RESOURCES, INC. MUST INSPECT AlL HERE TESTS SHALL BE LOCATED NO MORE THAN 200' APART, THERE SHALL BE NO PERFORMED HY THE CONTRACTOR/SUBCONTRACTOR INFILTRATION SHALL NOT EXCEED 2. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE B, PRIOR TO INSTALLATION PROFESSIONAL ENGINEERING RESOURC 300 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, IN THE EVENT NECESSARY FOR CONSTRUCTION, DISTURBED AREAS WILL BE SODDED, SEEDED, MULCHED, POLYETHYLENE PIPE AND FITTINGS PRIOR TO INSTALLATION, TO INSTALLATION, ANY PIPE pR FITTING LESS THAN 1 TEST SERIES PER STREET LEERING RESOURCES, INC. INSPECTING THE PIPE ' THAT GROUNDWATER IS NOT ENCOUNTERED DURING SANITARY SEWER CONSTRUCTION BYi DR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY INSTALLED PRIOR TO PROFESSIONAL ENGINEERING RESOURCES, - OR IF THE GROUNDWATER ENCOUNTERED IS NOT 24' ABOVE THE TOP OF THE PIPE, (Print) FOLLOWING CONSTRUCTION, OR FITTING MUST BE TOTALLY UNCOVER FOR PROFESSIONAL E 'pR PROF(SSIONAL ENGINEERING RESOURCES, INC, XE3~B; FOR POLYETHYLENE PIPE, 95% OF MAXIMUM DENSITY pUTSIDE PAVEMENT AREAS PIPE AND FITTING TO BE PAID BY CONTRACTOR, (AASHTO T-180) AND 98% OF MAXIMUM DENSITY UNDER PAVEMENT AREAS (AASHTO T-180) PER ENFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE NECESSARY THE INSPECTION, COST OF UNCOVERING SAID PIPE AND FITTING 1 TESTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR AND 3, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL HE DISPOSED OF } } FOOT SUPPLEMENTAL SPECIFICATIONS SUH ARTICLE 125-8,3,2 AS MODIFIED, TING SCHEDULE " " SHALL OBTAIN ALL NECESSARY TESTS AND INSPECTIONS PRIOR Td FINAL INSPECTION OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS C, COMPACTION SHALL BE ACCORDING Td TESTING SCHEDULE BY THE OWNER & ENGINEER TITLES 4, ANY EXISTING STRUCTURES ARE TO BE REMOVED FROM THE SITE UNLESS OTHERWISE 6, ~ - ~ THERE IS Tp BE NO DISCHARGE (I. e, PUMPING, SHEET FLOW, S 33, COMPLETE AS BUILT INFORMATION IS REQUIRED FORS SHOWN ON THESE PLANS FROM THE SITE WITHOUT THE. USE OF SETTLING PONDS, IF TH VG, SHEET FLOW, SWALE, DITCH, ETCJ ING PONDS, IF THE - COMPANY CONTRACTOR DESIRES TO DISCHARGE INTO AN EXISTING LAKE S (a) STORM SEWER INVERTS, RIM ELEVATIONS, GRATE ELEVATIONS, OUTFACE 5, CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ALL EXISTING N EXISTING LAKE SYSTEM A SETTLING POND Y THE ENGINEER OF RECORD AND LOCAL - S PAVEMENT ELEVATIONS PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER OF STRUCTURE INFORMATION, PIPE LENGTHS, PIPE TYPE , , ADDRESS STRUCTURES, TOP OF BANK ELEVATIONS, BOTTOM pF BANK ELEVATIONS, BANK SIDE SLOPES, BREAK REGULATORY AND S,W,F,W~M~D, AGENCY PRIOR TO CONSTRUCTION Tp CONSTRUCTIONS THE CONTRACTOR IS 1E S~W,W~F~M~D~, PROFESSIONAL ENGINEERING LITTORAL AREA SIZE AND ELEVATIDNS RESPONSIBLE FOR THE SETTING POND TO THE S~W,W~F~M~D~, PROF POINTS, UNDERDRAIN, INVERT AND LOCATION, 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO INFORMATION REQUESTED BY THE ENGINEER OF RECORD, RESOURCES, INC. AND THE CITY FOR APPROVAL PRIOR TO CONS PLUS ANY OTHER DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY SETTLING POND, /AL PRIOR TO CONSTRUCTION OF THE (b) PAVEMENT GRADES, HIGH POINTS, LOW POINTS, CROSS-SLOPES AND ANY OTHER STATE OF FLORIDA EXISTING STRUCTURES FROM THE SITE, INFORMATION REQUESTED BY THE ENGINEER OF RECORD COUNTY Of , 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY SUNSHINE', 1-800-432-4770 7~ ALL STORM DRAINAGE PIPE JOINTS ARE TO BE WRAPPED AS PE FORTY-EIGHT (48) HOURS PRIOR Td ANY SITE CLEARING AND CONSTRUCTION WORK TRAFFIC DESIGN STANDARDS. BE WRAPPED AS PER F~D,O,T„ ROADWAY AND TESTING REQUIREMENTS (c) GATE VALVES, FITTING LOCATIONS AND ELEVATIONS, FIRE HYDRANT LOCATIONS TO IDENTIFY ALL UTILITY LOCATIONS, FITTINGS, Before roe personally appeared , to me well known, and known to FOR IMPROVEMENTS TO BE TURNED OVER 70 THE CITY OF CLEARWATER me to be the person described In and who execute the foregoing instrument, and g, THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN (d) SANITARY SEWER MANHOLE RIM AND INVERT ELEVATION, PIPE LENGTHS, TYPES acknowledged to and before me that executed said Instrument for the DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE AND SLOPES, purposes therein expressed, CONVENIENCE OF THE CONTRACTOR / SUBCONTRACTOR, THE ENGINEER ASSUMES NO TESTING AND INSPECTION REQUIREMENTSi (1) THE IMPROVEMENTS BEING TURNED OVER TO THE CITY OF CLEARWATER ARE PROVIDED BELOW RESPONSIBILITY FOR ACCURACY, PRIOR TO THE START OF ANY CONSTRUCTION (e) THE CONTRACTOR SHALL ALSO COMPLY WITH THE CITY OF ST. PETERSBURG ACTIVITY, 1T SHALL BE THE CONTRACTOR'S /SUBCONTRACTOR'S RESPONSIBILITY TO 1, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABL )INATING APPLICABLE TESTING WITH THE NONE, REQUIREMENTS, WITNESS my hand and official senl, this day NOTIFY THE VARIOUS UTILITIES AND Td MAKE THE NECESSARY ARRANGEMENTS FOR TESTING ENGINEER, TESTS WILL BE REQUIRED PURSUANT TO TH of A.D., 2000, ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY, THE FOUND IN THE ENGINEERING CONSTRUCTIDN DRAWINGS UPON CO :D PURSUANT TO THE TESTING SCHEDULE RAWINGS~ UPON COMPLETION OF THE (f) ELEVATION SHOTS ON ALL FITTINGS AND EVERY 100 L.f, ON TOP Of PIPE, CONTRACTOR /SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN WORK, THE TESTING ENGINEER MUST SUBMIT A CERTIFICATION TI UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY pWNER'S ENGINEER STATING THAT ALL TESTING REQUIREMENTS E A CERTIFICATION Tp THE OWNER AND :NG REQUIREMENTS HAVE BEEN MET, - COMPANY, ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION - THE ABOVE INFORMATION SHALL BE ACCURATELY RECORDED AND SUBMITTED TO THE SHALL HE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR g THE OWNER WILL RETAIN THE SERVICES pF A QUALIFIED TESTA A QUALIFIED TESTING LABORATORY ~ ENGINEER ON A REPRODUCIBLE MYLAR, AND COMPUTER DISK PRIOR TO FINAL INSPECTION o ary pu c / SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING TO PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE D ' OF WORK AND TEN (10) SETS OF THE 'AS BUILT' DRAWINGS MUST BE SIGNED AND SEALED State of Florida RELOCATION OPERATIONS, ANY DELAY DR INCONVENIENCE CAUSED TO THE SURE COMPLIANCE OF THE IN-PLACE ' JD THE VARIOUS AGENCIES. THE OWNER - ; J ~ m ,1 TI N OF HE VARIOUS UTILITIES MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AG - BY A LICENSED SURVEYOR, THE AS-BUILT SURVEY MUST BE REVIEWED BY THE SURVEYOR My commission expires CONTRACTOR / SUBCONTRACTOR BY THE RELOCA 0 T SHALL PAY THE COSTS OF ALL INITIAL TESTING AND INSPECTIOI AND CONTRACTOR FOR COMPLETENESS PRIOR TO SUBMITTING TO PROFESSIONAL ENGINEERING SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE RETESTING AND RE-INSPECTION BE REQUIRED DUE TO THE FAIL 'ING AND INSPECTION SHOULD ANY D DUE TO THE FAILURE pF ANY TESTS RESOURCES, INC, If PROFESSIONAL ENGINEERING RESOURCES, INC, IS REQUIRED TO REVIEW ALLOWED, TO MEET THE REQUIREMENTS, THE CONTRACTOR SHALL BEAR ALL THE AS-BUILT SURVEY MORE THAN TWICE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1R SHALL BEAR ALL COSTS OF SAID ~ ~ l J,~j CLEARING & TREE REMOVAL PERMIT PRIOR TO RE-TESTING AND RE-INSPECTION, PROFESSIONAL ENGINEERING RESOURCES, INC. FEE AND COST TD REVIEW THE REVISED 9, CONTRACTOR TO OBTAIN SITE SURVEY AFTER THE SECOND TIME INSTALLATION OF ANY UNDERGROUND UTILITIES AND CLEARING THE SITE 3, ANY REINSPECTION BY THE ENGINEER SHALL BE PAID BY THE C[ BE PAID BY THE CONTRACTOR, ~ I ' 10, ANY REINSPECTION BY THE ENGINEER SHALL BE PAID BY'THE CONTRACTOR, & DEVELOPiv{ENT I ~,",~9 ~ I ~ C ~ a~ ~ ~ PLANNING ....J SEAV~OES CI r~ ~h,~,~~... _ ...,1 11 ®2002 b Professional ^D IdI<i1WPb~ PVS SHEET CLIENT: PROJECT NAME:- SEC. 15 TWP. Zgs RNG. SSE PROJECT NO. DATE BY REVISIONS 02002 n NUMBER m~aee DRUID COURTYARD TH E C ~ ~ R T YA ~ ED` 03-1460 ~eRe he DRAWING TYPE NUMBER Engineering Resources, Inc. lY' ..t . All Rights Reserved - CKED'~^a,Y' )PVS The arrangements depicted 05 ? PRELIMINARY CLEARbVATEI?, L.L.C. herein a _ 1112 SOUTH MISSOURI AVE, D SUITE 106 SCALE Resource . be repr CLEARbVATER, FL. 33756 GENERAL AND CONSTRUCTION NOTES N.T,S. "'th°°° herein are the sole property 10 IF It of Professional Engineering M CONSTRUCTION AA Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. 6 1 be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD 1- U without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 h'' ~!,"°Hil?MA,REG. NO. 35628 S WER NOTES WATER SYSTEM NOTES SANITARY E 1, A VERTICAL CLEARANCE SEPARATION AND MINIMUM HORIZONTAL SEPARATION SHALL BE PROVIDED AS SHOWN ON THE UTILITY CONFLICT DETAIL, 1. A VERTICAL CLEARANCE SEPARATION AND MINIMUM HORIZONTAL SEPARATION SHALL BE PROVIDED AS SHOWN QN THE UTILITY CANFLICT DETAIL, 2. A LATERAL SEPARATION OF TEN (10) FEET (MINIMUM) SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER AS SHOWN ON THE WATER 2, A LATERAL SEPARATION OF TEN (10) FEET (MINIMUM) SHALL BE MAINT IN.ED AND SEWER LINE ORIENTATION DETAIL BETWEEN WATER MAINS AND SANITARY SEWER ASSHOWN ON THE WA AND SEWER LINE ORIENTATIDN DETAIL f 3, ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM SEPERATION AS SHAWN ON THE UTILITY CANFLICT DETAIL 3. ALL WATERMAINS SHALL MAVE A MINIMUM SEPERATION AS SHOWN QN THE UTILITY CONFLICT DETAIL f 4. ALL P.V.C. GRAVITY SANITARY SEWER PIPE SHALL BE SDR. 26. PIPE SHALL BE IN ACCORDANCE WITH ASTM D 3034 AND 4, ALL WATER SYSTEM WORK SHALL CONFORM WITH THE CITY OF CLEARWATER AS PER THE PIPE SCHEDULE DETAIL, STANDARDS AND SPECIFICATION AND AS SHOWN ON THE WATER AND SEWER DETAILS, 5. ALL PVC FORCE MAINS SHALL BE PVC, C-900, DR 18 COLOR GREEN AS PER THE 5, CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED PIPE SCHEDULE DETAIL A MAGNETIC TAPE A MINIMUM OF 3' WIDE PLACED BY ADJUSTING THE WATER LINES AS NECESSARY AND PER THE UTILITY - ONE (1> FOOT ABOVE THE SANITARY SEWER FORCE MAIN SHALL BE PROVIDED, CANFLICT DETAIL, THE PRINTING ON THE MAGNETIC TAPE SHOULD READ `CAUTION SEWER FORCEMAIN BELOW' AS PER THE TYPICAL TRENCH DETAIL, - 6, ALL PVC WATER MAINS FOUR (4) INCHES THROUGH TWELVE C12) INCHES SHALL 6, ALL DUCTILE IRON PIPE SHALL HE CLASS 52 POLYLINED IN ACCORDANCE WITH HE IN ACCORDANCE WITH AWWA C-900, PIPE SHALL BE CLASS 150 AND MEET ANSI A 2150 (AWWA C 150) AND ANSI A 21,31 (AWWA C 151), THE REQUIREMENTS OF DR 14 FOR FOUR (4) INCH AND DR 16 FOR SIX (6> INCH THROUGH TWELVE (12> INCH PIPE, 7, POINTS OF CONNECTION FOR THE SANITARY SEWER LINES ARE TO BE COORDINATED BY THE CONTRACTOR WITH THE BUILDING PLUMBING PLANS. 7, ALL PVC WATER MAINS SMALLER THAN FOUR (4) INCHES SHALL BE CLASS • 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D-2241 8. ALL SANITARY SEWER WORK SHALL CONFORM WITH THESE PLANS AND FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION CD~E,PJ 8, ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH STANDARDS AND SPECIFICATION, ANSI A 2150 (AWWA C 150) AND ANSI A 2L31 (AWWA C 151>~ 9, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO 9. ALL FITTINGS LARGER THAN TWO (2) INCHES SHALL BE DUCTILE IRON CLASS 53 EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI, JOINTS AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY PROFESSIONAL SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS ENGINEERING RESOURCES INC, OF ANY CONFLICTS OR DISCREPANCIES SHALL BE CEMENT LTNED AND COATED IN ACCORDANCE WITH AWWA C-104, 10, SANITARY SEWER LATERALS SHALL BE SDR-35, ASTM D3034, 10, ALl FITTINGS TWO (2) INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS, r 11 ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS TWAT REQUIR[i DTP, ARE TO BE POLYIINED, 11. CONTRACTOR TO INSTALL TEMPORARY BLDWOFFS AND SAMPLING POINTS AT ALL DEAD END LOCATIONS, TIE-IN LOCATIONS, AND AS REQUIRED BY THE HEALTH DEPARTMENT OR ENGINEER OF RECORD, CONTRACTOR TQ ASSURE ADEQUATE FLUSHING AND DISINFECTION 12. CONTRACTOR TO REVIEW WATER AND SEWER DETAILS OF THE WATER SYSTEM PRIOR TO CONSTRUCTION Tp BECOME FAMILIAR WITH THE _ REQUIREMENTS, • 12, ALL FITTINGS, JOINTS, FIRE HYDRANTS ETC, ARE TO HE RESTRAINED AS PER THE PRESSURE MAIN RESTRAINED JOINT TABLES 13, ALL FORCE MAIN FITTINGS, JOINTS, GATE VALVES ETC, ARE TO BE RESTRAINED AS PER THE PRESSURE MADJ RESTRAINED JOINT TABLES 13. WATERMAINS SHALL BE INSTALLED BY A CONTRACTOR DULY LICENSED BY THE STATE, CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION, - 14, CONTRACTOR TO COMPLY WITH THE TESTING REQUIREMENTS SHOWN ON CONSTRUCTIDN PLANS, - 14, ALL WATERMAINS AND WATER SERVICES TO BE INSTALLED UNDER ROAD UNDERDRAIN WITH EIGHTEEN (IB) INCHES SEPARATION, 15, ALL SANITARY SEWER LATERALS TO HAVE A MINIMUM pF 1.0% SLOPE, - 15, ANY DEVIATION IN THE FIRE HYDRANT LOCATION AS SHOWN IN THE DETAILS MUST 16, INSTALLATION OF THE SANITARY SEWER SYSTEM SHALL HE IN ACCORDANCE BE APPROVED IN WRITING BY PROFESSIONAL ENGINEERING RESOURCES, INC. WITH THE MANUFACTURERS RECOMMENDATIONS AND INSTALLATION GUIDELINES, i6. CONTRACTOR TO INSTALL A BLUE MAGNETIC TAPE THREE (3) INCHES WIDE AND 17, ALL FORCEMAIN FITTINGS ARE TO BE RESTRAINED, PLACE ONE (i) FOOT ABOVE WATERMAIN, THE PRINTING ON THE MAGNETIC TAPE SHALL READ 'CAUTION POTABLE WATERMADJ BELOW' AND PER THE TYPICAL DETAIL ' 17, CONTRACTOR TO REVIEW WATER DETAILS PRIOR TO CONSTRUCTION TO BECOME FAMILIAR WITH ENGINEERING PLAN REQUIREMENTS, ' SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 18. INSTALLATIDN OF THE WATER SYSTEM SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND DJSTALLATIDN GUIDELINES, 1, CONTRACTOR TO COMPLY WITH THE TESTING REQUIREMENTS SHOWN - QN THESE PLANS, 2, ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION AND A TELEVISION INSPECTION"UPON COMPLETION OF THE GRAVITY SEWER SYSTEM, BY THE OWNER'S ENGINEER.' CONTRACTOR TO NOTIFY THE ENGINEER WATER TESTING AND INSPECTION REQUIREMENTS FORTY-EIGHT (48> HOURS IN ADVANCE TO SCHEDULE INSPECTION, THE QWNER SHALL PAY THE COSTS OF ALL INITIAL TESTING AND INSPECTIONS, SHOULD ANY RE-TESTING AND RE-INSPECTION BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE ENGINEER OF RECORD'S REQUIREMENTS, THE CONTRACTOR SHALL BEAR ALL COSTS OF SAID RE-TESTING 1. CONTRACTOR TO COMPLY WITH THE CONSTRUCTION PLAN TESTING REQUIREMENTS, AND RE-INSPECTION, 2, ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS,. HYDRANTS, 3. THE CONTRACTOR SHALL PERFORM AN INFILTRATION OR EXFILTRATION TEST OR AIR CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY INSPECTED BY AND ACCEPTED HY THE OWNER'S ENGINEER HAVING JURISDICTION AND THE ENGINEER OF RECORD, SAID TESTS ARE PRESSURE TESTS TO BE IN ACCORDANCE WITH THE ENGINEERING PLAN TD BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE AND HEALTH DEPARTMENT SPECIFICATIONS REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF CONTRACTOR TO NOTIFY OWNER'S ENGINEER FORTY-EIGHT C48) HOURS ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY, IN ADVANCE OF PERFORMING TESTS NOTIFICATION MUST BE GIVEN TO ENGINEER OF RECORD, FORTY-EIGHT (48) HOURS PRIOR TO THE TESL THE OWNER SHALL PAY THE COSTS OF ALL INITIAL TESTING AND INSPECTIONS, 3, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING SHOULD ANY RE-TESTING AND RE-INSPECTION BE REQUIRED DUE TO THE FAILURE WITH THE VARIQUS AGENCIES AND THE ENGINEER OF RECORD, OF ANY TESTS TO MEET THE CITY OF VENICE AND THE ENGINEER DF RECORD'S THE OWNER SHALL PAY THE COSTS OF ALL INITIAL TESTING AND INSPECTIONS, REQUIREMENTS, THE CONTRACTOR SHALL BEAR ALL COSTS OF SAID RE-TESTING SHOULD ANY RE-?ESTING AND RE-INSPECTION BE REQUIRED DUE TO THE FAILURE AND RE-INSPECTION, OF ANY TESTS TO MEET THE ENGINEER OF RECORD'S REQUIREMENTS THE CONTRACTOR SHALL BEAR ALL COSTS OF SAID RE-TESTING AND RE-INSPECTION, 4, THE CONTRACTOR SHALL PERFORM A MANDREL AND T.V. TEST ON SANITARY SEWER SYSTEM, 4, CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE QF THE WATER SYSTEM ORIGINAL BACTERIOLOGICAL TESTS 5. ALL FARCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST TD BE SUBMITTED TO OWNER`S ENGINEER IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION AND THE ENGINEER QF RECORD. SAID TESTS ARE TO HE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE 5, CONTRACTOR TO COORDINATE, IN WRITING WITH PHOTOCOPY TO PROFESSIONAL REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ENGINEERING RESOURCES, INC. AND OWNER, WITH SURVEYOR TO AS-$UILT ALL ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY, JOINTS AND ELEVATIONS OF THE WATER MAIN WHILE THE PIPE AND JOINTS ARE NOTIFICATION OF THE TEST MUST BE GIVEN TO UNCOVERED AS REQUIRED UNDER THE RECORD DRAWING REQUIREMENTS, THE ENGINEER OF RECORD, FORTY-EIGHT (48) HOURS PRIOR TQ THE TEST, THE OWNER SHALL PAY THE COSTS DF ALL INITIAL TESTING AND INSPECTIONS, - SHOULD ANY RETESTING AND RE-INSPECTION BE REQUIRED DUE TO THE FAILURE 6, CONTRACTOR TO COORDINATE, IN WRITING WITH PWOTOCOPY TO PROFESSIONAL OF ANY TESTS TO MEET THE CITY OF VENICE AND THE ENGINEER OF RECORD'S ENGINEERING RESOURCES, INC. AND OWNER, WITH SURVEYOR TO MAKE CERTAIN REQUIREMENTS THE CONTRACTOR SHALL BEAR ALL COSTS pF SAID RE-TESTING AS-BUILT DRAWINGS ARE PROVIDED TO PROFESSIONAL ENGINEERING RESOURCES, INC. AND RE-INSPECTIDN~ TWO (2) WEEKS AFTER THE WATER SYSTEM IS INSTALLED, 6, CONTRACTOR TQ COORDINATE, IN WRITING WITH PHOTOCOPY TO PROFESSIONAL 7. ANY REINSPECTION BY THE ENGINEER SHALL BE PAID BY THE CONTRACTOR, _ ENGINEERING RESOURCES, INC, AND OWNER, WITH SURVEYOR TO AS-BUILT OF THE FORCEMAIN WHILE THE PIPE AND JOINTS ARE UNWVERED AS REQUIRED UNDER THE RECORD DRAWING REQUIREMENTS, _ - 7, CONTRACTOR TO COORDINATE, IN WRITING WITH PHOTOCOPY TO PROFESSIONAL ENGINEERING RESOURCES, INC. AND pWNER, WITH SURVEYOR TO MAKE CERTAIN AS-BUILT DRAWINGS ARE PROVIDED TO PROFESSIONAL ENGINEERING RESOURCES, INC, - WITHIN TWO (2) WEEKS AFTER THE SANITARY SEWER SYSTEM IS INSTALLED, 8. ANY REINSPECTIQN BY THE ENGINEER SHALL BE PAID BY THE CONTRACTOR ~i~~~~ ,u ~ ; ~ f.. l._._._..___._ . _i ..,fib PLANNING & DEVELO°~~%~~~~~ SERVICES f L~..,..w_, ~ I CLIENT: PROJECT NAME:; sec. 15 TWP. 295 RNG. SSE PROJECT NO. DATE BY REVISIONS m2002 by NUMBER Engineering 02002 by Professional 8Y PVS SHEET DRAWING T Y , E _ Engineering Resources, Inc. ` y ?PJ, BY GMc NUMBER DRUID cw~°r~~rr~~ c. THE C. O U TY~? 03-1460 All Rights I All Rights Reserved CHE Ed, ,0Y PVS The arrangements depicted P IF it jj DAB 5-2-05 -r ? PRELIMINAR`~ herein are the sole property 1 112 SOUTH Q~I$$oVRI AVE., SUITE 'OS of Professional Engineering l Q f j; Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. CONSTRUCTION ELEARbt/ATER SCALE herein e ai Resources, , FL. 33736 WATER AND SANITARY SEWER DETAILS be reprodu be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD A N.T.S. without its without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 y.~'S'HERMA,RE7G. NO. 35628 ~1 t+W 4 4 u, w 1 3s3ad N N ' ld 0051 Sa3Aa0M N3HM )IaOM 0318RD0 Zm3Vl - x avow S3NId ON[D33dS ~ Q PRGPOSED F,D,G,T, TYPE I GR ~ IDtll N LLWYZ LEGEND ooze ° CON A G TG NSTALL TYPE II BARRICADE UR = 3 Otloa Q I TR CT R I VERTICAL PANEL OR DRUM _ W 3Ntl13N0 MAINTENANCE ~F TRAFFIC (WITH S W Wll a ~ PROPOSED EXISTING " NORTH • ° $ ALONG DRUID READ AS PER TEADY BURNING LIGHT ~ h AT NIGHT UNLY), TUBULARMARKERS W -w-•••- WATER MAIN -v-•- F,D,~,T, INDEX ND, 604, BE USED DURING DAYLIGHT ONLY, Q ~P~~ p~j Air®~g ~ LL f1 /'11 ~+6I Joo 000 -F-....- FIRE MAIN -F-•- o~O ¢a~ -RUN- - RECLAIM WATER MAIN -RUN- - ~ _ ~ o --o.- REDUCER _ ~ ~ --i TEMPORARY BLOWOFF - - - FIRE HYDRANT - 250' 500` 500' 250` 250' GATE VALVE (G,V, a Box) - - -g- - - / ~ SIAMESE CONNECTION ~ / ~ ,~7 DOUBLE CHECK ASSEMBLY - - T•J - - _ y,, 0 5s~ SAN TARP SEWER LINE - ss~ - - ®SSFH~"J~ SANITARY SEWER FORCEMAIN~-SSFM~-. 260 ~ SANITARY SEWER MANHOLE ----o CLEAN OUT - - --o ~ STORM DRAIN c -sD= _ ® ~ ~ ROOF DRAIN o 0 0 - GRATE INLET ® JUNCTION BOX ~ 6~@- @ ~ EROSION CONTROL a o 0 o c ? OUTFACE STRUCTURE 8 MITERED END SECTION (M.E.SJ -qrl-qrl--~rF TOP OF BANK -~-r-r- - - - FENCE pR WALL -x - x- EASEMENT pR SETBACK ~ TRAFFIC FLOW ARROW ~ , (Ry HANDICAP PARKING SPACE h ~ PROPERTY LINE o ~ 5,89'03'S2'E, 265.16' ENV' H~P, OR CHANGE IN SLOPE N/A i o--uD UNDERARAIN N/A _ \ . ~ . . G~1 . - .L_ • • 500' 12.so ELEVATION lax 75 ~ ~ ~ ~ SAVED) CONTOUR - - 9.D - - 250 250 500 500 ~ 16' PALM w ~ • _ o ~ DRY DETENTIGN o m CONTRACTOR TO CAI41 "SUNSIIINE" AT 1-800-432-4770, z I PGND DRY DETENTION ? ~ ~ o ° 48 hrs, PRIOR TO ANY CIJEARING OR CONSTRUCTION aye POND -i Z FOR EXISTING UTIIATY LOCATIONS, m m • = m ~ 20 10 0 20 40 ~z~o m~~Z • I ~ m~m~ Z~m imo~ z Z ~ m . N ~ ~ . 15 5 • . ( ~ - GRAPHIC SCE i ~I 19'LIVE ' ' . (TO BE SAVED) BE (TO BE SAVED) NOTES SAVED) 'PALM • 9 LIVE DAK ) • ' 1, CONTRACTOR TO SEE F,D,U,T, INDEX 600 FAR ADDITIONAL 'LNE OA (TO BE INFORMATION FAR TRAFFIC C~NTR~L REQUIREMENTS, O AVED) 15• Otq 0.~.• • PALM •I CTO BE SAVED) ~ ' • . .I I •I J ~ I die' DAK • (TO BE • . I AVED) (TO BE SAVED) .•.•.1 PALM ' ~ N Vl • m • o ' Q c Z ' •:I h~ u'°~ N PROPERTY LINE ( ~ • 16' PALM , ' ' (TO ID: SAVED) o ' • ~ • , • 3 I to ' I N q .I - O h ~ ~ tT0 BE I SAVED> • • 19' OAK ~ 1 • o , • • • '~o SPEEDING FINES • • • o ' I I ~ ONE LANE DOUBLED ROAD NNEN MORIlERS ROAD e 1000 FT PAESENT 1600 FT END CONSIAUCTION 9.50' 500' 500' 250' 250' ~ ~ - a b ONE LANE _ ROAD t1, 8 W r b 1000 FT When Other Canstn~ctlon Or 500' ~K Nalntenance Operations Occur wrrhm one a xrre, Slgnfsl To Be Om1Hed And Stpnfnp 70 ROAD SPEEO]NG F31~5 ONE LANE ~ , emRE ggpD Be Coordinated Irt Axordance 1500 FT DOIIBLEO 1000 FT With 1RCBX No. 600. WdEX WmU(ERS PRESENT Cones Or Tudllar Markers At 25' Centers For Flrss 250' Thereafter At 50' Centers Or Either type I Or type If Barrkades Maximum Spaolnq Between Cones And Tabula Makers Shalt Be 25' Or Vertiool Panels Or Drums Af 50' Censers Far First 250', Maximum Spanlnq Between type I or Type II BaMcndes Or Vertloal Thereafter At 100' Censers. I Panels Or Drums SMII Be Based On The Speed Llmlt As Followsr 15' Up To 25 NPHi 30' For 20.40 NPNr 50' For 45 MPH And Greaser, N I SYMBOLS TYPICAL APPLICATIONS ® Work Area Pwemenf Repair 1 i r~ M1 ' ~ Culvert Construction ~ I' ' ~ Sign With 18' x !B` fN1nJ Utlllry Work ! ~ I ~ ; y i I J ~ Oronge Flag And Type B Light Bridge RopaJr ~ ~ ~ • ~ ~ ------777 l @ ryps I Or type II Barrlrxrde Or VeMlcal Panel . / ~ Or Drum !With Steady Buming Light At Night OnryJ. - - _ ~ / Iabakr AWrkere Yq 80 Used Ming kUllEhi G,>ty. i'~ ~ (Cams Yg 8e Used - Ses Index No. BD71 I i ~ ~ ~ 7 CONDITIONS , i • ~ Q type I, Type II Or Type m' BarriaTde Or WNERE ANY VEH1CiE, EQUIPNEN ! ~ . 1 - / Verftml Panel Or Drum iWlih Flashing Light) WOR!(ERS OR THEIR ACTNITIES / L._ ENCROACH THE AREA BETWEEN i / Work Zone Sign THE CENTERGNE AND A LINE 2' SPEEDfNG FINES DOUBLED pITSIDE THE EDGE OF PAVENE T LF• Flapper ~ ~ ' ~I ~1 ~ ~lr WHEN WORKERS ~ PRESENT 3 x x~ x 12' LAUREL GENERAL NOTES I x ~ t____ 8~ PROPERTY LINE (m BE - - - SAVED> N,89'03'SH'W~ 265,16' ~ t. CanshLasion operaRans sMN be confined to one T. L (mtnJ• WS for speeds r 45 mph PLANNI i`~.';,; i , frafflo lane, lewlnp ilia opposite lane open Po frafflc, ~ _ ~~NjE O 17' DAK / • WSt fa speeds s 40 mph c i NT (TO BE 2 All vehicles, equipmanf, workers, fexcapt flappers) 120 ~ ~=5 ~AVED~ / and their aNNNles are reshlcied as all times M rf - ' H'VJAI E one side of the roaolvay. Wharee n W Width of loseral ironsltlon In feet. 3. Additional one-way control may be effecied 6y the 5• Passed speed Iimtf 1NPN1. / followmp meansr 111 F/ap•oanyinp vehicle (PJ Officlof vah/cle / 131 Pilot vehicles f41 Traffic signals 8, The ONE-LANE ROAD sfpns are Po be fvlry covered aid the FLAGGER slpns eliher removed err fairy ccvered when no work !s ~Oj N When flapgers are the solo means of one-way control befnp parfanned and the highway is open M Iwo-way traffic, fhe flappers sMl1 be in sight of each other or !n direct cnmmunlcotlon at oN times. 9. Arrows denote dh'ecslon of trotfic onty and do rat reflecs pavement morkings, 9. The first two warnnq signs shall hwe a 18' x le' 1m1nJ ~ orange flap and a type B Ilght atixhad and !0. LonpfhMlral dimensions are fo bg odJusfed to flf field operaling ai all times. conditions, See Index No. 600. ~ 5, The FLACGER legend sign may be sulutfiuted for fhe 11, When a side road lntersecis the hiVhway an which work !s being symSol sign, performed addlflona! iraffio cmhol devices sins! be erected !n amordanoe with oilier appltcoble TCZ lndexgs. fi, All signs shall ba pass mounted if ilia closure time /„i exceeds 12 hours. 12. Fa peneml TCZ regulrements ax! additional Information refer to Index No. 600. TRAFFIC ~NTROL THAOi1OH WOAk ZONES ROAD TWO-LANE,TWO-WAY•RURAL WORK °L7 1500 FT ,I; I i t ~I C NIGHT OPERATIONS OR OPERATIONS ~sDeOe T o '/~D(„~ EXCEEDING ONE DAYLIGHT PERIOD _ II, r or 1 604 ® 2003 by Professional Q 'Y PVS SHEET CLIENT: PROJECT NAME: sEC. 15 TWP.29S RNG. 15E PROJECT NO. DATE BY REVISIONS 02003 by Engineering Resources, Inc. DRAWING TYPE ;r k. b4 9 . GMc NUMBER NUMBER Engineeri All Rights Reserved =1ECKE SY?.P,VS DCRUID ~ c. T 1~ E C O lJ F~ TYA R D All Right,, 03-1460 The ana herein a 1112 sourH MissovRI AVE., SUITE SOS SCALE Raeau°. The arrangements depicted I6ATE,'S herein are the sole property JP IF it ? PRELIMINARY ; ; of Professional Engineering i . Ap Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. CONSTRUCTION, be reproduced in any form 4 r~ • s`... CLEARdI/ATER, FL. 33756 MAINTENANCE OF TRAFFIC PHASE 1 ' be repm 1=20' without without its written permission 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 R~p~ ~Vkjf$, P;RMA,REG. NO. 35628 :d:5 Q ld 0051 ~ V1 W N - NaDM ~ - OtlOd r 1N3S3lId W LLW~W LEGEND Sa3Na0M N3HM Ca 031Af100 zj3W ~ ~ W~~ a°~a ~N PROPOSED EXISTING , S3NId DNI033ds ro a ~ - NORTH O ~ -V-•••- WATER MAIN -w-.- -F-••••- FIRE MAIN -F-.- IDVl 500' 500' avow 250' X50' -RUN- - .RECLAIM WATER MAIN -RUM- - 3Ntll 3N0 f REDUCER _ -I TEMPORARY BLOWOFF' - - - FIRE HYDRANT - GATE VALVE fG,V, & BOX) - - -g- - - SIAMESE CONNECTION -a DOUBLE CHECK ASSEMBLY - - Toot - - ~ ~ ~ .ten ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ® WATER METER _ _ .fj~ _ _ - - SANITARY SEWER LINE _ =ss# - - ~SSFK••®~ SANITARY SEWER FORCEMAIN ~~SSFM~.. ® SANITARY SEWER MANHOLE ---a CLEAN OUT - - - _o STORM DRAIN = =sn= _ ® ~ ~ ROOF DRAIN o 0 0 - - Q GRATE INLET - ~ JUNCTION HOX ~ e~~~ EROSION CONTROL o v 0 a 0 ? OUTFACE STRUCTURE MITERED END SECTION CM,E,S,) _ TOP OF BANK ~ ~ - - - FENCE qR WALL -x - x- EASEMENT OR SETBACK - - - _ _ _ • TRAFFIC FLOW ARROW ~ ~ ~ ~ fn r- ~ PROPERTY LINE o • HANDICAP PARKING SPACE ENV' H.P. OR CHANGE IN SLOPE N/A \ I ~ I......-~ . . S,89'D3'S2'E~ 265,16' • • • • • a-UD - UNDERDRAIN N/A • ~ . Qf 12.50 ELEVATION t4 x 75 (TO BE ° SAVED) ~ ~ ~ ~ I l6' PALM ~ ~ ( CONTOUR - - 9,0 - - 250 250 500 500 _a ~ CONTRACTOR TO CALL "SUNS®NE" AT 1-800-432-4770, DRY DETENTION o POND DRY DETENTION • ? ~ ~ 48 hrs. PRIOR TO ANY CLEARING OR CONSTRUCTION - ~ ~Z I • . oco nom ~ ~ POND oxo ooa z FOR EXIST~iG L1TIIlITY LOCATIONS, m ~ • N Y ~ m ~z°o° ~ ~ ~ ~ 2 10 0 20 40 ~~`m~ , ~xm,~ 15 ~ ' NO2 I • m N ~ ~I • ~ ~ - GRAPHIC SCALD I ~ 19'LI4E ' ~ . (TD HE SAVED) 0 BE fTD BE SAVED) _ ( SAVED) 'PALM • NETES 9 LIVE DAK • ' ' 'LIVE DA 3 1, CONTRACTOR TO SEE F,D,O,T, INDEX 600 FOR ADDITIONAL ' (TD BE AVEO> 15' INFURMATIUN FUR TRAFFIC CUNTRUL REQUIREMENTS, O,','.' PALM - fT0 HE • " SAVED) ' • L~.1 ~ ' . ••I J ' ~ _ ~SB' OAK ' ' AVED) ' . .~.•.1 'PALM ' • (T0 BE SAVED) ~ , Vl W , /0 • v , ~sV ~ , o 2 . ~I~ END ' ~ ROAD WORK ° ' 16' PALM IN PROPERTY LINE . I ~ (TD HE SAVED) ' . ~ Ia Ot~ I . • . • , • • ' , c~ ? + • c ~ ~ ~ • ly • SAVED) . • • 19 DAK ~ ~ 1 • n ~ , • • I I SPEEDING FINES ' I I ~ ONE LANE DWBLEO ' ROAD XHEN WOPoiERS fl01D 1000 FT PRESENT 1500 Fi CONSTAUCT]aH ~ 250' Sal' SOD' 250' 250'xx77 Yl ~ Rl _ • ~I I - PROPOSED F,D,~,T, TYPE I OR _ b TYPE II BARRICADE OR - _ - VERTICAL PANEL ~R DRUM _ I When Other Construction Or (WITH STEADY BURNING LIGHT 500' ROAO~woAlt Maintenance Operations ibalr W1thM One 111 Mlle, Slgnlsl AT NIGHT ONLY), TUBULARMARKER$ BE USED DURING DAYLIGHT ONLY, , 7o Be OmfHed And Slpning To flaAO SPEEDING FINES D Rpm ~ Be Coordinated !n AcGOrdance IS~W FT DOUBLED IDDD ~ With lndeX Na. 6G10. gIEN tlORNERS PRESENF . } I Cones Or TuWlar Markers Af 25' Censers For First 250' Thereafter At 50' Centers Of Elfher Type I Or type II Barr7mdes Maxlmrm Spaoinp Between Cones AM Tubular Markers Sholl Be 25' Or Vertlml Panels Or Drums At 50' Centers for FJrst 250', Moxlmum Spaoing Between type 1 or type Barrlma'es Or Vertical Thereafter At 100' Cenfer5, Panels Or Orums Shoff Be Based On The Spend ifmit AS Follawsr 15' Up 70 25 MPNi 30' for 20-40 MPH 50' for 45 MPN AM Greoler. SYMBOLS TYPICAL APPLICATIONS p°°~ h ® Work Areo Pavement Repoir 7 J ~ ~ ~~k~ Calvert ConstnkMion 9t"~i ~ EE 1 ~ Sign Wlth IB' x 18" fMln.l UfNfy Work - ora Area Orange Flap And type B Upht Bridge Repair CONTRACTOR TD INSTALL • ~ @ Type I Or type II Barricade Or Vert1a11 Panel • ~ I Or Drmn 1Wlth Steady Burning LIgM At N/pht Onyh _ _ I ' - MAINTENANCE OF TRAFFIC IUWIar Mmken Mal' Ba UxedWrlrq DuyfyM pity. r : v--~•~_,.•. tone: aep ee urea -sae Index wo• coo! CONDITION C I ALONG MARTIN LUTHER KING JR, AVE. AS PER F,D,D,T, INDEX ND. 604, ' • ~ Type I, Type II Or Type IR 8arrlrade Or WHERE ANY VEHICLE, PMEN ' ' / / Vertlcn! Panel Or Orum 1Wlfh Flashhp L1pht1 WORKERS OR THEIR AC~~f E,$ ENCROACH THE AREA~BETWEEN If / Cb Work Zane S1gn THE CENTERIJNE ANQ b ~I~' ' I - / OUTSIDE THE EDGE OF P VEME T I [ t ~ x x x-~ / GENERAL NOTES I, } L~- Jm t' x ~ 12' LAUREL PROPERTY LINE aD BE N - - - - t ~ ~ LConsfnatfonoperationsstal~bewnflnedfoone 7. Llmtnl•WSforspeedsr45mpA PLANNIf~!~RI:'L1~LLC~°~'ENT SAVED) B9 03'S2'Y~ 26546' frafflo lone, leaving the opposffe lone open to traffic, I O IT' DAK / 4L5° for speeds s 40 mph c (TD BE 2 Afl vehPofes, equipment, workers,lexcep} ffcggersl 120 SERA/ICE., ~AVED~ / oM their aofNlfies are restricted at all times M ~f ~ ' ~ ~ f ? 1 ~ ' one side of the rmdway. Wherer _ _ _ W Width of lateral transition fi feet. 3. AddHlamf ohe•way control may he effected by the S• Posted speed Nmlt fMPHI, ~j D9 / folPowirp meansr 111 Flap•carryinp vahlcle 12) Of(ioial vehicle ( U NaOM OtlOa ~ / 131 Pilot vehicles 141 Traffic signals 8. The ONE-LANE ROAD signs are Po De laity covered ant the When flappers are the sale means of one•way control FLAGGER sfpns either removed or 21fy covered when no work fs ON3 g the flappers sholl be In sfphf of ~ other or !n being performed and Me hlghw~ is opam to fwo•way traffic. ~ direct wmranhatfon at all times. 9. Arrows denote direction of trafffo only and do not reflsoF 4. The first two waminp signs sha11 have o !8' x 18" lmin.l lvement markings. ~ Droops flag and a rypa 8 light athxhad and K). lanp!ludinal dimensions are fa be adJustad fo fit field CaJ _ _ operatlrp at atf }imas, coMitlons, Sea 1ndeX No. 600. - 5, The FIAGGER legend sign may be subsFltutad for the fl. When a side runt intersects the highway on which work !s 6elrp syndol sign. performed oddltioral tmfflc control deNces shall be erected ONE LANE SPEEDING FINES --"-J ROAD ~ DOUBLED / 6. All signs shalt ba post mounted !f the closure time !n aaardance with oPoer appllraMe TCZ Indexes. axaeeds !2 hours. !2 Far general TCZ requtrements ant addHiaral lnfonratlon refer 1000 FT i O WHEN WORKERS ~ M Index No. 607. c~ PRESENT [aJ TRAFFIC Q)wiAOL THROUGH WatK ZONES TWO-IANE,TWO-WAY•RURAL ROAD p WORK NIGHT OPERATIONS OR OPERATIONS N / 1500 FT ~ ~ i~o®o®o BNDEX EXCEEDING ONE DAYUGNT PERIOD 1 of r 604 . CLIENT: PROJECT NAME: sEC. 15 TWP. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS 0 2003 by 0 2003 by Professional e spgN,-t 'BY PVS SHEET ` NUMBER All Rights Engineering Resources, Inc. DRAWING TYP~° I,~~ •a GMc NUMBER DRUID EARlR1ATER~L.L.C• THE CL00.4"URTYARD 03-1460 The arra herein er 9912 SOUTH {~1SSOURI AVE, SUITE 106 SCALE Reso;°e CLEARbd,4TER, FL. 33756 MAINTENANCE OF TRAFFIC PHASE 10 be raprod All Rights Reserved , ECKE *Vi'lPVS CL The arrangements depicted DA T ijSV . -05 herein are the sole property ? PRELIMINARY of Professional Engineering F E it ; AP Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. ® CONSTRUCTION be reproduced in any form without its written permission 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD +df4 i 1~~'20~ without it CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007 ,;'RMA,REG. NO. 35628 ray., ~o PROPOSED 15' LANDSCAPE BUFFER PROPOSED 6'x6' ENTRY FEATURE General Notes COLUMN (TYP) - 1 L1YE oxE 1 LtYE ~ 1 IM exc e a; a vCtlA. - m/W e + e, a VLTa - Xatll 8 + x; a vase - E8N1 2. a 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. R WIL R WILL BE REQUIRED THAT PROPOSED IMPROVEMEHI'S (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SY5TFLAS, ETC.) BE ~Y ~ - IflR waixi N ~ PROPERTY LINE 1 " " " " A~tn e + e, e - IMR ~ rAnoa ,ueraE SENS ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMMNING. IN GENERAL, NO GRADE CHANGES 3 43 S,H9.03'S2'6 265A6' 3 Wxlr ' ' ' ' ' ' ' ' ' ' ' ' 8.411. lrler SHOD SHOULD OCCUR WRHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP UNE OF HARDWOOD TREES TO BE SAVED. , P x ° °Y r Y + + + a # x # L + + # # r x • # + x x + a + Y w + x • Y x + + + .L + # a 6 1. EA LANDSCAPING { + A ERIN A MINIMUMM FNEC(5)NFOOTDBY TFN 10~FOOTU PEN SPLANIER ~ PROPOSED wmt ~ x wmlxeu.Y ~ VISIBILITY MoN WfIH SURABIE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SNAE VICINRY AS VEHICULAR USE AREIS IN ORDER TO BREAK THE - v + e+~ a IrtrAL _ In1r TRIANGLE (TYP) DE P MONOTONY OF UNBROKEN EXPANSES OF PAVWG. TREES MUST NOT BE PLANTED WIHIN MAINTENANCE f75FML71T5. DETENTION wverE 60 ~ . Mp0°'AAOOE + Y tr~1.w DRY DETENTION ''4K"~°r 2' TN Y 509 POND arecrwESS 2 S0~ ~y a a a PROPOSED 6'x6' oFOn 2. THE USE OF XERISCAPE DESIGN MUST BE UDUZED FOR THE REQUIRED LANDSCAPE DESIGN. 1HE DESIIXJ DEMONSTRATES THE USE x sAXexa1EA 63 09 POND `v' # # + xrawxAVnoec 25 AND OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERAL, ZONING OF PLAM MATERW. BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE 17f S xxxaE 0 aaw wxu• Di + ENTRY FEATURE w >?sx, w X er V 8.4A1n COLUMN (TYP) pRpC PRACTICAL USE OF TURF. + 4AU cnl4u 3 y,~ crr~u Z 9 vlilllNA Y 1 LIVE 4vE 3, NE 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS. RAILROAD TIES, OR OTHER SUTABLE BARRIER, • n>o ,v' V$ ) r 4 e Vera - xnlr WHO k; i. 9 AIATEI 50 A 86 WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATFRVJ. SHOULD REMAIN AS GRFENSPACE x PROPOSED 42' 4. LARGE 1REE SPECIES PROPOSED FOR INSTALLATION MUST BE A HIGH FENCE MINIM x POLE 1 Eor<Y ~ MINIMUM OF 20 FEET' AWAY FROM BU4DINGS, SIGNS, FENCES, UGHT POLES, URLRY LINES AND AN1' OTHER OBSTRUCTIONS 1HAT MAY IMPMR NATURAL GROWTH. # 11 a VCGV. - XYIa' ~ yvy ? IMPAII PROPOSED 15' ; S $p H, Iacr+ 20' VISIBILITY TRIANG E 09 s. TP 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFl.ICT LANDSCAPE BUFFER 09 0 Y S wmt + S NENr WITH PROPOSED OR IXISTUJC UIILIIY LINES OR STRUCTURES, EASE- MENTS OR O7HER ARE/S WHICH MAY REQUIRE IXCAVATKIN IN THE + ~~5,,aauerominLw x °r.•• EvEN uNes + 1 v OE ~ ':i.. EVENT OF STSTEM FMLU(~. 1HESE FEATURES SUCH AS 1NE WATER LINES MUST REMMN OUTSIDE THE 5' X 10' PLANTER AREA. 'LI(s ~ve WB HT]A-HT 1 Lnrt oxE s. s< 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WRH REGARDS TO pH, SOIL 7EXNRE, SOIL * 1 tAXIE nm Q PYNA06[ # x + e, a vela - ufrt PLAN + WH EL'Da-Hi smu 2 10 PA ~ ~ STRUCNRE, AND SEASONAL HIGH WATER TABLE (save + 7. AIL LMIDSCAT'E MATERW. MUST BE FLORIDA GRADE #1 OR BERER. 3 9 IVE p x s. u CNJP (saved 8. ALL. REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2' CALIPER AT TIME OF PLANTING. rxxa 18 rsn1E IMf e1Ex41e + 5 PAL 4 09 0 aew w x pp ar°4, Ir x xr , aw'~t 9. ALL. HEDGES MUST BE 24' HIGH AT THE TIME OF PLANRNC, W (saved) S 7 twYwt XA , x E x 10 LIVE 3' 4 (saved) $p +H, w'cT+ xaxl xAVnvlc 0 PLANTED AT 30' ON CENTER, AND BE MMNTAINED AT A MINIMUM OF 3' IN HEIGHT. x 0'9 8iR° wler x 8 10. t 10. WHERE LANDSCAPE OR REPLANT 1REES ARE PROPOSED TO BE PIANjED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM 60 xxxaE 16 rEWEE YxK 4 EIeIIAI SLYnI YxxA• xorrl ENMOAE (88111 aml i' # LI OF~5 aaE+., w x w 12' K z • ` , A XA pp aia. >r x xc• QE Y{r8. 81761• I ?eN,: wxw rrx. ao~6u' + OF 5 WIDE • PROPOSED LINTEL AT XER • 15 1Eln[ p1E elExmle ~~,m 1 a TREE LOCATION TEL AT XERISCAPING J W SO } , • a•rxw Ir x le, <SEE ARCHITECTURAL t. oR 63 vnua111 FP _ PLANS FOR DETAIL) ~~r :TURAL i. ORGANIC MULCHES aND/OR DROUGHT TOLERANT GROUNDCOVERS TAIL) WITHIN PROPOSED LANDS E PLANTER BEDS. x V.S ~ Y erxer •4•~,~ 2' t0'HT + + ru crmESS 1 ~ a17or $ Cal" # 2 DP x 2 DROUGHT AND COLD TOLERAM PLANT MATERAL. _ ~ =i . 4 11m111 axn1111W 3. GF w x r 1 LIYE 4vE ~ pE Y•4N. ao76r + AV eEGu 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. • OA 3 WATEI t 11+1,e -flHt xmwlNAmoec 20 + crll~ave _ s6N., Wxw ]H SAVED) 4. 7H 09 + S rAnsoez a11evLLe 0 saRv 4. 7HE USE OF SOIL TESTING TO IDENDFY SOIL CONDRIONS NECES- SARY TOR THE CONIINUFD SURVNAL OF PROPOSED LANDSCAPING. ~ 1 AL ~ LANDSCAPE PAT•kl/ ~ raL.srxir x L V 6 r' sa ed)~,- x 509 ~ • • P y s. of AND 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANDRES, PEAT TREE BARRICADE DETAILS AND COMPOSTED MATERWS) MIXEa EXISTING SOILS WRHIN LANDS- N a ~ 1 v 10'Hr 10' CAPIN G ' x OF PI CAPING PLANTER BEGS TO DFPIHS CONSISTENT' WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF IXISTINC SOIL W * 19 ,E^{ y~ # LIB/ COND m + `v' 'v' v 14'/16' aAK CONDTRONS WARRMLT THESE AMENDMENTS). to ~ OeVAlllNllfnll[ ~ 6. TH rr~~ OA ~ a~AI, wXw i IM ax GGMN 6. THE PRESER/ATION AND INCORPORATION OF EXISTING PLANT v-~ COMMUNIRES ON SfTE INTO THE LANDSCAPE PLAN. ~ y~, ^^I l__J c ` ; e • rL a ve'Ya - Emrt Z TH 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUI]Jf 1~'~ ~ , ` a EN.t crease 1 ~ IRRIGI z 1MY~L + m[Ia1. OAIE ?AIX 1 ~ ~ I wxw 40 xAXIaE # N PROPERTY LINE s. ~ IRRIGATION. °U~V~~~„ ~A ~ - I--i 1 1wlmllaLY 1H, tOCT+1an I Y 8. LOW-MMNTENANCE DEIGN. ~ 'dt~1°• V NING 6 • •P LM # •+>ti a ve'a~ -lrxr '9 XA aa~. w x S vz'cnLx 10'Hr, + PROPOSED RETAINING 9 Y S~ 40 xMNgl 1 3 WALL WITH 48' TREI TREE & SHRUB PLANTING DETAILS 1' % 4 Natrim4111aod + XA w w N x' a v LIV ALUMINUM FENCE • # 0 9• aA 33 (TO BE DESIGNED AND D AND e`~re m°'uw. 3 ~ . 3. 1 1XU v 0 w PERMITTED BY OTHERS) t, h{E Y $p +H, 1D'CT+: WB H'OA-HT S CET THERS) 1. THE ROOT MASS FORM OF EACH 1REE PROPOSED FOR INSTALLARON 4' Y rY SHALL BE BALLED OR BURIAPPFD, BARE ROOT TREES ARE NOT AC- . D XANADII AND F + XA sraL. w x 5 ae1111 wxal n1w + " CEPTABLE ALL NONBIOOEGRADABLE WRAPPINGS WILL BE REMOVED verFad AND BURLAP WILL BE FOLDED GOWN TO EMIANCE WATER AASORPNON. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND OE reu, x76r < IF WIR W ~g' LIV HURLP BURLAPPED TREES. THE FlRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT 1HE TIME OF INSTALLATION. Bamee Phrd d P"oe°cu° Ram'" + 'QE 7~i11., 87761' 1 mn ev 7 6' GA 32 RF]AOV aved WB ewL-HT SP H, tacT+ ? ...LIVE + 3 sA77x.IAWI 1- LIYE77NC 2/Sde Opts far hadrar 6'mh) NA dpFe h PYiee LpmN 9. OAK z. su ' $p H+B, 1pCT+ x + 74 ° ~fie' - tntrt GROWI ' + 1 ViIY. YNM 'i WHERI 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE ; GROWING SfJSON. A150 THE FLDLIBLE ATTACHMENTS SHALL BE USED . " ~ERR~ ~~ED~ WRAPPED AROUND TREE TRUNKS/STEMS TREE BARRICADE DETAIL Xmux xAVrloee $p 8, 10'CT+ p~,q~ i' TO PF ' ,I 861L. Wxw # ' N.T.S. • 51 1ETRE rESE Ixnl4Dt Y~+ ~1' QE 16 PAL 31 9 # 50 3 m11x 77171L11 E71w g v 10TR pp BdN. xr X w 1w1n.7a'>o . _ + 3. Pu 3. PIANDNG HOLES ASSOCNTED WI1FI PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN + • OE r~x. a176o' F"CAL, x (NOT y THE o + THar THE DIAMETER OF THE ROOT BPIL TREES SHALL BE INSTAl1ID SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH 1HE SURFACE OF • 3 + THE P Sp 8, + PROPOSED KEYSTONE x 9 THE PIAJRINC HOLE TREES SHOULD BE INSTPLLED 3 - 5 INCHES ABOVE GRADE ON S(IES CONTMNING CLAY. A 2 - 3 INCH LAYER OF ' • : WALL (TYP) # 0 a~Ea z x 0' OA 71OIAl1lxvnaec 20 SHOU1 ORGANIC MULCH MUST ALSO BE PlA(~D OVER THE ENTIRE SURFACE OF EACH PlAM1NG HOLE Tb PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH . 54N, wxir IH ' TREE. H ~i • 1 1A11E s77n 1 1x177s TREE. SN6IMYA 10 S 4 1EnlF: poll ' 2 • 77uu1 WB EYnA-Hf x , _ ; 1 srmL xazY - 4. EF aew u x er V w x 18' • >4 a utT.M. IMrt vnu. I PINES 4. IF ON STIE SOIL CONDRIONS ARE SUCH THAT SOIL AMENDMENTS WILL. BE NECESSARY, THE PL/JJIING MUST INCLUDE SOIL MIXNRE + .i it ~~i 'r 9Mtl0' rHRGE 2 ' PROPOSED 10' DEPTH THROUGHOUT THE ENRRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WnH THE ROOT DEVELOPMENT OF PROPOSED >,m1e1 NA x ar LANDSCAPE BUFFER P~ sr,AL, P PLAM MATERIAL - Y 3 w1L 1°eN lxvnoec s. P $P H, 10'C + wxw * BE Cf 5. PLANTERS ADJACENT 10 OR WITHIN VEHICULAR USE MEAS MUST DE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR AN1' ~ 1 OTHEF NM~.IA •!1 IIl7W~' „ THE P . I G '2 vrcrlL„ f071T OTHER OBSTRUCTIONS W NDT EXTEND UNOFR THE SURFACE INTO THE PLANRNG AREAS. • s. THI PAINT! B. THE PRACTICE OF TREE 1RUNK WRAPPING AND THE APPLICATION OF PAINfS/TATL ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED YA1soa ~ 1 sASAt 3 am111 xmE o1w + Eh' 1H BY THEE INTERNATIONAL SOCIETY OF ARBORICIILNRAL PJ ~+µ'qr LIV SP H, 10'CT+ QE a 509 i. Pu 2 GA Ivrma,u~le a INSra 7. PLEASE NOTE THAT THE USE OF FERRLIZERS DURING PLANT IN5TAllARON IS NOT APPROVED. SCIENIIFlC EVIDENCE INDICATES PROPOSED 48' HIGH ALUMINUM 1 O°P" gXn1 D1w PJ a•EN. wxw IE~ 20 THAT 20 WE Y-fill° 81'!61' e.~„ w7ev IH a OF TF FENCE AT POOL LOCATION ~G,m + SROw~ THAT FERIILIIATION (SPECIFlCALLY, THE APPUC.ARON OF NITROGEN)) OF TREES/SHRUBS WNHIN THE FlRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED YAa00 dAm01 ?A16um d1@fe 1 vlxle s77o ei 1AVA1aE SUITABLE FOR PLANT MATFRb1L It~TALIATION. PJ arx1L. w7er pJ aaw wxw WH ENHA-Hf omuX amE 3 . • 1 HAE } 1 2 mu1 Y a,761' QE ^ + 7L a uera - IMR LAS HABITAT MANAGEMENT AND Full Oripline amid a7m1 i? WH OE wraoa a76r p s•rx. u74+• LANDSCAPING PERMITS: wooo Fr:NCE J + 1.A LI E ' • 1. A HABRAT MANAGEMENT AND LANDSCAPING PERLIIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PRQIECT. PPPLICATION SHOULD NOT i2 8' 1 UA ~ 7 ~ LAUR 1 # SERI 0 11 GAK G v2'caL„ wT~r BE MADE UMIL FlNAL ADMINISTRATVE APPROVAL HAS BEEN GRNLTED. - # amlx Y71W + e7777Ax E Y-d1t. 1 LIVE eNt ~ + a. A a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FlNAL APPUCARON PLAN MUST BE SUBMRTED TO THIS DEPARIMENr IN ~ City Comments 7/7/05 # I ass. 1 e tie - sxr weer 20 48' EA x + t e 1 + ~ 09 APPI H 21 e ~ e + aeDi • Y LIVE ORDER TO PROCESS THE PERMR. - 'LAUR Q THIR # rp1L, b. ALL IXORC SPECIES, I.E, BRAZILIAN PEPPER SCHINUS TEREBIN- SO ' 9 PROs THALLDWU(sAPIUMKSEBIFERUM) M~U51 BEQRENQ ~A CONDITION OF No. Revision~l$$Ue Date SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERAL, HAND RFMO'VAL WILL BE REQUIRED. 09 S LIV 9 ~ sl1o~ j 5 0 0 17 2 9 09 ERa SHOULD THIS REMOVAL BE TD A DEGREE THAT A POIENINL FDR EROSION IS CREATED, THE MEA MUST BE RESTAIAUZED WfTH SUITABLE ExATE MATERW. Firm Name and Address 12'/12' L AK ' L UREL save 7' LAURE 14' GA ~•O $Y • • 1 exmlloiY PRO ERTY LIN 12 LAU L 19 N89.O3'S2'4. 26 16' LIV 3 VE VE EIARE c. ONCE FlNAL ADMINISTRATIVE APPROVAL (fAA) HAS BEEN GRMLTED, A RI BUJ IaPP~ TFi~E PrRM CH ~UIED, 7YP~EDIXANDEREI~fASEO ~ BUTLER'S NURSERY, INC. 3 B 4 2 Qn• Dax EiAVE 4 16 i Y,m1 NuY 2 2 crD aE PROPOSED 10' x' R e vETK - 77WR rxexalrA~ X ~ 85 2 AVER) LANDSCAPE BUFFER V 1 1oi j 7011 75TH ST. N. TREE & SHRUB PLANTING DETAILS P1NfLLAS PARK, FL. 33781 e.>w DAK CHARLES R. BUTLER PROPOSED PERIMETER PROPOSED RETAINING PROPOSED WOOD CERT. AR80RIST ~'~w<,: CERT# FL1235A ~ , LANDSCAPE AREA (TYP) WALL WITH 48' FENCE (TYP) ~ t7 ALUMINUM FENCE aux ~ E E xmE: x~,~ srxms am suprnRr ~wLC PH. (727) 544-0445 ~ ' " ~i c CONTRACTOR TO CALL SllNSNINjE AT 1-800-432-4770 (TO BE DESIGNED AND E PERMITTED BY OTHERS) ~ H°b"ID f FAX. (727) 541-5027 ' mamo sF,~saH. CLBARIlVG OR CONSTRUCTION PROPOSED LINTEL AT 48 hrs. PRIOR TO ANY e-maih butlersnursery®msn.cam TREE LOCATION FOR 1~ST>KG OTILITY LOCATIONS, (SEE ARCHITECTURAL PROPOSED DUMPSTER PLANS FOR DETAIL) DRAWN BY.• R. BfLKO CHECKED BY.• C. BUTLER Tdce, TTmndm Nh Eendeir~ . Retain frhuN Shops W/ENCLOSURE MEETING NuUhx a Plaec Have ~ PROPOSED RECYCLE CITY OF CLEARWATER ~ CONTAINER AREA STANDARDS (INCLUDING a°e° 5' Lfmhnum Mulch NMe SAahere TappNp ~ ~ ~ r r ~ I r rap., e ~ Project Name and Address L DROP RIM HOLE, ]~a-~1e2 Qwa CaMNmE Mrp 3' Sal Sdueer s'd u A~,SY~aM~ rats w I- ` ' 1 ; i..._, Remove CoIAd'mer caxCRelE culmrtc I a<~ i LANDSCAPE SITE PLAN Fran Rootball 4 re Mound io Fam Sautes NORTH ~6'.'Lliu.'. • Plan8n9 Sal LTatufe ASPHALT PAVELa7T Y IFniman Wldi Igor iI SoD ~ ~ ~ Tap Of ~ CLEARWATER COURTYARDS I - ~ Landscape Table "'~"0 ~ men. MARTIN LUTHER KING AND DRUID RD ' Quantit Code NarTe S r7bol Scientific Naroe CorTr7on Naroe Planting Size Height Spacing Y Y SHRUB PLANTING DETAIL TREE STAKING & PLANTING DETAIL PLANK ' ; ,c. 316 VS ViburnurT suspensurT Sandankwa viburnulT 3-Gal 24' X 2 '36'OC STS ADJACENT TO OR~ WITHIN V.U.A. SEHVI(iES`~~~'L Iv1 N.TS. CI;'~ ~,r. CLEF RWATE~ 13 QV Quercus vir iniana Southern live oak 2 1/2'-Cal 10'HT PER/PLA 9 NOTE Au TREE STAINS /ND SUPPORT NNE.S anx sRaAO ` FAU BE REYO'mD /F1FR , ca~Te 6 NS Ilex s Nellie Stevens Holl 2 1/2'-dal 10'HT PER/PLA ® PP Y SF150IL 6 MG MagnoUa Grandiflora 'DD Blanchard' Magnolia 'D,D, Blanchard' 2 1/2'°Cal 10'HT .PER/PLA Far fatbrpe Pde Metalatbrc Far Cdbaoe Pdm Tdm M NaW d TMa N n,nM r snam ed NOTE; NL TSEE SffAFS MIB SUPPORT MWES d gbrBaqph~~ pbtyp ~ /.q f lFIEN 1 COMPIEIE 104 PP NeriurT oleander 'petite' Dwarf oleander 3-Gal 18' X 1 ' 36'OC 0 ww MUr rer~d fm~4oaae taawt a heole r hak fl q ar YeMpa6iY dr 2 Iavr ~ ~ d ~ ~Aenar Dead and Inland 30 SP Q Sabel palrletto Palrletto B & B 10' CT+ PER/PLA support Cmtaq - w T~ rfk~haa~l ~ r C ` "°""ea'FOee Project Sheet - L ~ ~ ~ 3/C - 2 Py Rddartr ~s ,i I o, ~ _ 2 PR Phoenix Recl(nata Senegal Date PalrT B & B 10' CT+ PER/PLA Ruhber a Pker Hae Y a Y Bea bear P4r) ~ Y ldrgNe TeAEM 7 WB ~ Strelitzia nicolal White Bird of Paradise B & B 8'HT PER/PLAN Spaa 1kr d 1p0 Tppbd Ramhw aflr aM prrNp feaeaa ] - 12 Cahmhed IMra Y e Stile tiler Pies) ~/d Spats 120 Tne 47 QE ~F CrinulT augusturT 'Queen ErTrTa' crinurT lily 7-Gal„ 30' X 3 ER/PLAN am~r ane aomn. A/ d nvpar~Fwa~Ia" ~ Date soua<~ Remae attar as giwup rani. 25 PD © Padocarpus rlacrophyllus Yew podocarpus 3-Gal 24' X 2 4'OC ~,,,e , IFn. MaaM Ta Farm sonar 06/06/05 J' MnYrann Makh L%'r 8 DH Ilex cassine Dahoon 2 1/2'-Cal 10'HT PER/PLAN T IYinrn Ie/cA Sudae Te~un Top Of ~ Scale 9 BC ~ Taxodiuro distichurT Bald cypress 2 1/2'-Cal 10'HT PER/PLAN ae~.~,, u_, PI~SaEFd.e ~ ~,=20'_0» 417 IH Rhaphiolepsis Indica Indian hawthorne 3-Gal 14' X 1 '30'OC L ~ San 183 Pi Juniper Spp, Parsonii Juniper 3-Gal 14' X 14 36'OC PALM STAKING & PLANTING DETAIL TREE STAKING & PLANTING DETAIL 275 XA Philodendron ' Xanadu' Xanadu Philodendron 3-Gal 14 X 1436'OC 9.T-S, N.TS General Notes IRRIGATION NOTES [rrlgation Bends Tnble 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECWMED WATER MUSE BE USED AS A SOURCE OF IRRIGATION WATER, THE DIST- Quantity Synbol Sprinkler Heads _ 74 0 RAINBIRD 1800 SERIES l0 Series traJectory 15 deg 180 RIBUTION SYSTEM FOA IAPoC~ATION MUSE NOT BE CONNECTED TO CWNTY OR MUNIgPAL WA1FR SOURCES, UNLESS R CAN BE DLB10N- SINATED THAT THESE SOURCE5 ARE NOT AVNIABLE gg p RAINBIRD 1800 SERIES S Serles StreaP~ Bubbler traJectory 0 deg 090 22 0 RAINBIRD R-50 SERIES R-50 1,5 LOW ANGLE ADJ PROPOSED 15' LANDSCAPE BUFFER pROPOSED 6'x6' 2.IRRIGARON SYSTEMS DUST UIIUZE LOW VOLUME Ok51GNS SUCH AS 9' LOW TRAIECTORY HEADS OR SOAKER HOSES Tb PROVIDE DIRECT AP- 1 F9aEt1 GRVDE PLICARON AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS ENTRY FEATURE g~ PDP~P 7HAT oo NOT REWIRE IRRIGATION, SUCH AS PAVID AREAS YALL NOT BE PIX:FPTABLE HIGH IRPoCATION NEED AREAS MUST NOT O'vERSPRAY COLUMN (TYP) ~ R~itWERR ~ LOW NEED AREAS. YODEL M9119 OPRE{ADROAIED SWNO JOHD NETAFIM/TECHLINE DRIP IRRIGATION 1 M~ ~ 3. HIGH WATER DEAUND LMIDSCME AflFAS SUgI AS TURF NUST BE SERVED BY A SEPARATE IRPoGARON ZONE 1FW1 LOW WATER NEED 2 OPTIC SCH 10 LEE ql f1L PLANTLDT BEDS. OR IAULCHm AREAS WITH TREES. IN NO CASE, SHALL OuTEPI1 PPE ANY PLANIID VEGETATION AREA BE MORE 1HAN 50' FROM A WATER SUPPLY HOSE BIBS. y ~ PROPERTY LINE NE FI IP E IM DRIP J 4. PJITOMARC IRRIGATION SYSTEMS DUST BE OPERATED BY PN IRRI- H s AFIM DRIP sss•oa's2•E. 265,16' 9 I ...LIV 0 • 6.,. ~ • ~ GATION SY-LENS OPERATED BY AN IRPoGAQON CONIROLLFR CAPABLE OF DIFFERENfIAONC BEIIYEEN THE SCHEWLES OF HIGH AND LOW WATER DEMPND AREA£ CONIRDLLERS MUSE HAVE NULTIPLE CYCLE START CAPACnY AND A FIflOB[f CAI.ENGW PROGRAM ABLE TO BE SET TO COMPLY WITH LOCJU. OR WATER NWJAGEMENT DISIPoCT PALM y ~ IMPOSED RFSIRICRONS. O ROPOSED O V T 5. AUTOMATIC IRRIGATION SY5IEMS MUSE BE EQUIPPED WfIH RA1N SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRPoGATION CYCLE OF THE SPRMIOER SYSTFIA WHEN ADEQUATE RAINFALL HAS No1E: OCWARED. A 5YNG PIPE ASSEIRLY WY 6 USED M11H F1DA5 165 THW 4 GPW DRY DETENTIO 1 s ~ IRRIGATION NOTES (CONTINUED) UND DE NTION P P ND PROPOSED 6'x6' Y U ENTRY FEATURE O~ ~ THE IRRIGATION CONRUCIOR Stall PROVIDE AN UNDERGROUND IRRI- QAVN SENSOR RW BFD GATION SY"fEAI TO COYER 1005 OF ALL ON SITE PLANBNG AREA ~ COLUMN (TYP) ~ D srxE A1°B OweE m IRRXMIION THIS sYSroJ srw.L CONTAIN Bur NOT LDdifED TO THE FOLLOWING: y OPL~DD TE 60YN s181A 1. UNDERGROUND PIPING, stwl BE PVC SCHEDULE ,o OR BETTER. e..uz a N y QYpXBXX3 B6ACMEr 2 SEVEN (7) DAY PROGRPMMABLE 11ME CLOCK TO ACTNATE ZONES. ~I1 r~ 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PUJiRNC. 9 O U oP s7 4. ELECTRIC VALVES. 5. GOUGE 14 OF COPPER WIRE NETA M DRIP PROPOSED 42' 0 J O~° Cax19tt1F1e 8. FlBERGLASS OR PLASTIC ZONE VALVE BOXES. OUI~111~11 A4~2-2Md a~ HIGH FENCE 0 LE I ~ ~S WHERE PIPBJG IS UNDER DRNEW'AY AND CONCRETE WNt(S, THE PIPES SHAIl BE B1STAIED IN SCHFIxIIE 40 SLEEVES 18' BELOW GRADE o i ~ OSED 15' 20' VISIBILITY TRIANG E ]P 0 Lf VDSCAPE BUFFER S ~ AIATERWS SUPPLIED SIUW. BE EQUAL TO THOSE MANUFACTURED BY y 1-HCH PVC sa Aa RA1N BIRO CO. OR APPROVED EQUAL CONgXT Mao ETRXKS m POAOI sIPPLr THE CONTMDTOR SHALL SUBMO A SYSTEM LAY-OUT ALONG WIIFI B ~ CATALOG SHEETS OF ALL COMPONENTS IN THE 5YSTELI TO THE D RAIN SENSOR wla OWNER FOR APPROVAL PRIOR TO ITLSTALLARON. I .F~ 'LI zTS RSD-BEx ROOF BRACKET 5 NETAFIM DRIP 4 omc~ma THE FNRRE SYSTEM SHALL BE GUARANIIFF..D BY THE CONTRACTOR FOR 4 ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE PRCW1ECf/ 2 10'PA (save ENgNEER 8 3 9 RIVE y ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHNJ. BE IN FULL COMPLMNCE save s' PA 4 NETAFIM DRIP WITH SBCq STANDARD PLUNBINC CODE, CHAPTER W CRffERIA O7o-rtlal lmOw 1Et&ni OF REFERENCE COLOR CODING IX~' ABOVE GRADE RISER PIPING W (saved o O FOUR PROGRAM HYBRID CONTROLLER w« BWL CO6ID AND IABEL/I'AGGING OF OURETS AS NON-POTABLE WATER SUPPLY. D zT8 ESP-MC PLASTIC WALL-MOUNT ® ~ q~ 4 10'LIVE B ~ (saved) ~ NETAFIM DRIP 8 D T1Cs RAH MR? w SaiES ANY BUILDING TO BE DENOLISHm IS SUBJECT 10 NORFlCATION N vAL~E~IY~~ 10 THE AIR 70XIC5 SECTION OF THE COUNTY DEPARTMEM ' LLI ' H 12' AK OF FNNRDNMFMPL MANAGFAIFM PPoOR 7D ANY DEMDLI110N OF 05 FM1511 CRAOF./fOP OP YVIEH BUILDINGS. Z A PROPOSED LINTEL AT 8, .OAK . TREE LOCATION p9 HE110TE CONTROL vKVE: W • . ~ • • ' . • ~ , • ' (SEE ARCHITECTURAL z, PLANS FOR DETAIL) OO 8FlNm1 a9AOE/roP oP YUOMI 1 a 9AH e9m 106-65F T POP-UP SPRAY SPRN6FIC 8 ~pVC SCH 86 NPPIE (aDSE) I M~me~wrlm~ Q S 8 8 P1C SCN AO F1L 9 E 0 7 9 OaMiIFI PEWPED) • ER 8 SPVC 9]I ,o E11 8 9 10 BPod( (i OF 4J S 5 PVC SCN b SRPET ELL II P1C YANUNE PPE ~ • >R : NETAFIM Q v • 8 PVC IATEBA PPE I SCN 86 MPIME f1-MCN ~7 PVC yW ,o T6 6R ELL IEN9IIL H~OOEN, AM • ~ . N P • SAVED) 8 T 3 PYC5p1SCN16W TEE OR HL - HU 14 P1C SCH 16 YVE A6MIQ1 IB I 4 1y I 11 15 PYC UTFFAL PPE • n/ AL L V 6 L~ 1816-INa11R?sAAI DO'IH OF 3/4-NCII YIApIfD CARhL N AFI ed}~ 5 ' 10' N w ' ' ' ' • : R ~ ' NETAFIM DRI ,LIVE 14 /16 OAK 4 ~ D ~ ~ ' OA D y~ Z or z • N PROPERTY LINE H 9 6 L • : ~ NETAFIM DRIP i PROPOSED RETAINING NETAFIM DRI WALL w1TH 4s' . ALUMINUM FENCE ' ° 9'LOA 33 <TO BE DESIGNED AND • ~ ER. a PERMITTED BY OTHERS) N s •LFR• ~ . . ~ ~ . NETAFIM DRIP ER ETAFIM DRIP ~ W _ LIV LER 6. OA 32 aved ' . ' ER • • • LIVE ~I' OAK . 16' PAL 31 : ETAFIM R • ' N ~R . ~ P S I, T , ~ ~ ALL (TYP) z 0 OA ~ . petall 1,09 H . f PROPOSED 10' Details 4,03 R• LANDSCAPE BUFFER _ ~etall 2,02 PVC M4VLINE REMOIE C@ITRIL 3/1• DISC 1~ E FaTEa~ iml0~"N ~ FBUSH GIUO -EOrE DF PAv • ~ NETAFIM DRIP va.vE Fa7ER u TetlVble 'SEE SPECS ~ SUPPLY AIRNACUtA1 RELIEF ETAFIM DRIP Techllx TUB ~ VALVE AT HIGH POINT . ll I RE10fE CLINTRLL VALVE ASSENBLY NETAFIM DR P LIVE NETAFIM DRIP 2' OAK . - TecMhe 1UB07G - ~ sEE sPEa ~ ~ TD 7 City Comments 7/7/05 PROPOSED 48' HIGH ALUMINUM ~ r ~ ~ EXHAUST 1EA?ER FENCE AT POOL LOCATION 20 4' CLEAR L, 4' T~,~ ~ A°"a No. Revision/Issue Date IDEAL SPACING NETAFIM DRIP PVC TEE OSzSz - ~ PATTERN (fYPJ 5--,EDGE ff TURF NETAFIM D IP k~fV! P~ PAW J LINE FLIAgiING VALVE r • ' 1 r LI E , / BRICK SUPPORT t CIA fL PEA 12• x le• NOTES TD ?ES1GlrEa firm Name and Address t CU FL PEA 12' x l8' PVC OR POLY ~ 1- D1 THIS E%MPLE, IDEAL SPACING IS NADrfAQED Ft<2 THE SPRQiaER SYS 1 z 8' 1 OA ~ 7 URE ~ <I- Ea cnRREw [atava suxP vaLVE BOx t' 11' ~AK - REMOTE C~NTR~L VAU G~~L SLNP VALVE ~ LATER LI7ff V/ WT ?ISTCRTDH, IVHO.E 71E HEADS ARE SET AVAY fRR/ TFE PAVDIG ITE CNNTRNL VALVE W/ ~ 2-TOBLarva®re~ine n u+G is usEO m .>a01 T1~ LAmtaLS Agmss THE sPOT BUTLERS NURSERY, INC. 2 • • DISC FILTER FILTER ~-p~ Techline START C~NNECTIUN TD EJrrv9~E t1E FuNCrnsv L1F TFE AIRNAgAkI RELIEF SALVE 48'EA 21 • • LIVE (PVC TC TEE) _ ND SCALE 7011 75TH ST. N. PINELLAS PARK, FL 33781 • - - - - BIiBBtER - - - • ' NETAF DRIP ~OBHL R- BLER- LAUR Q Techline TUBING USED AS PERIMETER TRIM CHARLES R. BUTLER q,~,-q,~ CERr ARBORIST CERT;~ fL 1235A L , PH. (727) 544-0445 it s ,LIVE , FAX. (717J 541-5027 e-mail: butlersnursery®msn.com 12'/12 OAK L UREL save 7 LAURE 4 DA g~- PRO ERTY [N 19 M,a9•oa's2•w. z6sa6' LIV 3 VE VE DRAWN BY: R. 8ELK0 CHECKED BY C. BURER 3 I~E RI 8 Q . 4 16 2 TAFI IP 2 iTn EAK PROPOSED 10' 2 savEB) LANDSCAPE BUFFER OAK petall 2,03 petall 6AI Project Name and Address r.-.. - Detail 7,01 PROPOSED PERIME(TRp) PROPOSED RETAINING PROPOSED WOOD T....,. LANDSCAPE AREA Y WALL WITH 48 FENCE (TYP) 1• ALUMINUM FENCE FIRISH PVC PPoINGg• x 18• 1' DISC 1' SCH 80 ~ ~ 1 r ` 1• IRRIGATION SITE PLAN I ~ r/~'' c i 1~ ~ ~ CTYPJ VALVE BOX FILTER UN!@7 ~ l-, n n CONTRACTOR TO CALL SUNSHINE AT I-800-432-47701 (TO BE DESIGNED AND vALVE Box- ~ FIB, «AD CLEARWATER COURTYARDS I ~ , ~ PERMITTED BY OTHERS) PROPOSED LINTEL AT ~ ~ 48 hrs, PRIOR TO ANA CIIEARIKG OR CONSTRUCTION LINE nosxlx ACS ~ VAL~VE~BD% TREE LOCATION vuvE r-rLPV-1. FOR E~[STING UTH,ITY LOCATIONS (SEE ARCHITECTURAL 0 Ate. MARTIN LUTHER KING AND DRUID RD ; „ , PROPOSED DUMPSTER pLANS FOR DETAIL) W/ENCLOSURE MEETING i i ii CLEARWATER, FL ~ ~ ~ ' - I'~~' `TechlLx 17m TUBING yISpS ~Y ~yd PROPOSED RECYCLE C[TY OF CLEARWATER AL~SS ~ ~ Techline 180 2-V ~ ~ I A°'~T°~'~ ~ PL NNIN CONTAINER AREA STANDARDS (INCLUDING DROP RDd HOLE BR[CK SUPPORTS ' CTFftEE) TS-~ o ~iU°MENT q(~y{~ ~~{j`gbq~~jjj~}Q}Qdq~j~}$Q S 1, i, 3/4• GRAVEL SU fl CUB[C FmT) :.~le 909D9UVi1 ~ 3/4' CRUSHED---^ _ GRAVEL SUMP ~I I .,'S1 5 ~=-r'i NORTH BRICK SUPPORT TeWlne TUBIN _.,..~,.,~1 . EA CORNERI { 1' DISC FILTER Techline LINE FLUSHING OF O'LUHBEO ID TecFdine) 'Q'°'- LINE FLUSHING VALVE n Techline AIR/VACUUM RELIEF (0 TecFdine) ~ a:~ (PLUNBE? TO TeTfll~le) Project Sheet Date 06/06/Q5 ~ O B Scale ~ ~,=20~_p~1 P NES HARDWOODS SPECIFICATIONS -WOOD BARRIER DRIP LINE DRIP LINE 1. MINIMUM RADIUS TO BE PROTECTED: : SPREAD A. HARDWOODS - 2/3 DRIPLINE B. CONIFERS & SABAL PALMS -ENTIRE DRIPLINE ~7 ~ a~a . a ~ ~ 2. UPRIGHTS - NO LESS THAN 2" X 2" LUMBER. HURRICANE CUT OR FULL HEAD a 3. HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. BASE OF LEAF BUD SEE SPECIFICATIONS NOTES BUD SHALL BE PERPENDICULAR ~ BASE OF HEART/NUT OF PALM TO GROUND PLANE, TRUNK SHALL BE a Cl 4. BARRIERS SHALL BE ERECTED AROUND ALL STRAIGHT AND WITHOUT CURVES, ~ a NO SCARRED OR BLACKENED TRUNKS. ~ ~ w PROTECTED TREES AND PALMS, AND INSPECTED BY F~~: ' QC~ CITY .REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. = HEIGHT s!I ~Cl BURLAP TO PROTECT TREE-- MULCH 3" FROM STEMS . _ M s MINIMUM 5 LAYERS • ~ 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH Y 2 NON-SLIP METAL COLLARS z 3" MULCH LAYER ~ a~•C) FEET ABOVEIMGRO OFD 1 FOOT ANCHORED IN GROUND AND 3 ~ C6) 2 X 4 WOODEN STRIPS OVER BURLAP ~ t1 a as I ~ ° z 6' SOIL SAUCER TO HOLD WATER ~ • ti.:« . 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, ~ ~ F PLANT PALM 0 TO 2 ABOVE GRADE / CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. v.•~~, ~~a.~, w ~ CIFICATIONS FERTILIZER TABLETS AS "~L~;,.J••:: / _ ~ 3 MULCH, REFER TO SPE / / / : \ w (3) 2 X 4 BRACES NAILED TO 2 X 4 SPECIFEO. PLACE UNIFORMLY /\/\y • ~'~a•:":zi PREPARED PLANTING SOIL ~ WOODEN STRIPS AROUND ROOT MASS \ \ / / FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND J /A _ 2' X 4' X 3' STAKE BETWEEN MIDDLE AND \ ~ \ \ RESOURCE SPECIALIST AT 562-4741. _ _ .11111=.:.., - _ \i\~ / / _ ° I . - -IIII = = 0 MASS / / / =IIIII. I - : • - IIIII- = BOTTOM OF ROT ~ \ = 7JI~ III- I _JIIII _ \ FINISH GRADE IIIII= - - I~ II IIII_IIIII-T`= EXISTING UNDISTURBED SOIL III- . • III= IIII- AMENDED SOIL 2 3 OF DRIP LINE _ III fir( • _ NATIVE SOIL BACKFILL OR _ AS REQUIRED BY SOIL ANALYSIS 3 TO 5 TIMES WIDTH IIIfi= . ~ -..r ENTIRE DRIP LINE ROOT HALL = ~ ~ ~ IIII= OF ROOTBALL °IIII = COMPACTED SOIL TO PREVENT SETTLING I UPRIGHT IIIII it==== E FINING HOLE SHALL B IIII=II~II_IlilI=IIIII UPRIGHT • R C IIIII=IIIII I~= EXISTING SUBGRADE APPROXIMATELY 2' LARGER THAN z z ~ ~ ROOT BALL DIAMETER HORIZONTAL ~ HORIZONTAL • ING DETAIL CTED BY THE LANDSCAPE ARCHITECT. SHRUB & GROUNDCOVER PLANT • ~ NOTES STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRE z z N.T,S. ~ ~ TAIL AND STAKING DE EE PLANTING PALM TR TREE BARRICADES N.T.S. IRRIGATION NOTES ~ . ~ 1. A low volume irrigation system, that provides 1D0% covE sides 100% coverage to all proposed • ~ ~ 1'~ ~ 'pL ALL SHRUBS/GROUNDCOVER lantin s will be desi ned and installed b the Contract Q ~ ~ ~ P 9> 9 Y _ , ~ {C TO BE TRIANGULAR SPACING. >y the Contractor. !x T T SEE PLANT UST FOR (O.C.) SPACING. ~ 2. The proposed Irrigation System must meet or exceed al ~t or exceed all applicable City code • ~ V~ ~ ~ requirements. (i.e., Back Flow Prevention, Automatic Rai o• Automatic Rain Shutoff Device, etc...) r ~ ~ 3. ir~i ation sho drawin s must be submitted and a rove rr'•- 2~ 9 P 9 PP ed and approved by the City prior to the ~ %ommencement of work. ~4 _ ~ ~ . ~ _ ` i 1I 4. Irri ation s stem must be inspected and accepted by C I, a 9 Y accepted by City Project Manager ' PRUNE AND T1E FRONDS # `~C prior to installation of mulch. ~ ,y. - f~ ~ 5. irrigation as-built drawings, which accurately and clearl: Itely and clearly identify all modifications ~ ~ I ~ ~ ~ ~y ~ ~ ~ ~ ~ ~ 18" MIN. SETBACK FOR SHRUBS & or substitutions, must be submitted rior to final in: ~ ~ ~ / P ~rior to final inspection and acceptance. ~ ~ & GROUNDCOVERS 6. .The existing 5/8" water meter will be utilized for this I ilized for this Irrigation System. 7. The Landscape Contractor must coordinate the placeme to the placement and power supply for the ~ ~i'I« ! j~ the General Contractor. ~ ~ ~ IIIJ ~~~V"JJJ ..SPACING I irrigation control timer with the City and the General C 0 C BACK OF CURB/ • BED LINE 8, The followin irri ation s stem com onents will be utiliz 9 9 Y P spE~cifications. is will be utilized, per each manufacturers' i ~ \`~7 L ~W ~ ,l ~ ~,I Toro-Netafim TechLine Self Cleaning, Pressure-Comb HARDIE - Raindial 6 Station Outdoor Control Timer Pressure-Compensating Emitter Line I - ~ 2~)~FJ Control Timer ~ I N Richdale - 214APR 1" Electric Valve PLANT SPACING DETAIL SECT ~ TRUNK SHALL BE STRAIGHT AND ' WITHOUT CURVES, FREE OF SCARS, Amtec - 10" Round Valve Box. BURNMARKS AND BOOTS N.T.S. SERVICES `,t. i'F CLEARWATE FERTILIZATION Y Z SHRUBS AND TREES ~ SPREAD All trees and shrubs shall be fertilized with "Agriform" 20-15-5 planting GENERAL LANDSCAPE NOTES Q o - O tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at 1, The Landscnpe Contractor shall grade planting beds, as required, to provide positive dralnnge and promote optimum U 3 ~n/~ a depth that is between the middle and bottom of the root mass. plant growth, ~ c.r V a APPLICATION RATE: 2. All recommended trees and plant mnterlnls will be graded as Nursery Grade No, L or better as outlined by the Florida _ ~ a 1 Gallon Can: 1 - 21 gram tablet Department of Agriculture and Consumer Services, Division of Plant Industry 'Grades and Standards for Nursery Plants', 3 Gallon can: 2 - 21 gram tablets 7th Edltlan, 1998 as revised iron tine to time, NOTES: a 5 Gallon can: 3 - 21 gram tablets 3. Alt planting shall be done In accordance with the Flarlda Nurserymen's and Grower's Associations approved practlces~ 1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED. 5h ' .~,,s 7 Gallon can: 4 - 21 gram tablets 2, CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. Cl Trees: 3 - 21 gram tablets each i/2" of caliper 4. Anlo~ea#ts shall be fertilized with Agrlfarn 20-10-5 tablets as per the nonufacturers speclflcatlons in conJunctlon with / 3, REMOVE ALL STRING & OR WIRE WRAPPED AROUND TRUNK. ~ , Palms: 7 - 21 gram tablets 5, The planting soli shall be the approximate proportions as fallows~ 50% sand and 50% orgnnlc material consisting of R STRINGS USED TO LIFT THE ROOTBALL, 4. REMOVE ALL STRAPS, ROPES, WIRE, &/0 GROUNDCOVER AREAS native peat, well-decomposed sawdust, .leaf mold and top soll~ It shall provide a good pliable and thoroughly nixed medium with adequate oeratlon, drolnage and water-holding capaclty~ It shall also be free of all extraneous debris, 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. .~i . ~ 5 LAYERS OF BURLAP, ~ ~••l~V All groundcover areas shall receive fertilization with "Ozmocote" such ns roots, stones, weeds, etc, 5 - 2x4"x16" WOODEN BATTENS, 6. TOP OF ROOTBALL TO BE SET 2 BELOW FINISH SURROUNDING FINISH GRADE. CONNECTED WITH 2-3/4" STEEL BANDS, ~ ~T time release fertilizer as per manufacturer's specifications. 6. All planting areas shall receive n 3' layer of recycled hardwood log mulch, which Is to be watered-In after Installation, _ as a z c~ 7. The plant material schedule Is presented for the convenience of the Landscape Contractor, In the event of n discrepancy between the plan and the plant key, the plan shall preval6 ti" 'b. M1IJJ ik 8. Plants shall meet size, container, and spacing speclflcatlons, Any naterlal not meeting speclFlcatlons shall be renoved E N 2"X4" WOOD BRACE (3 EA, MIN.) HEIGHT and replaced at the contractor's expense NAIL TO BATTENS & STAKES 9, All tree and shrub locations are sub,Ject to change. All locations shall be approved by the Clty Protect Manager prior to planting, 3 2"x4"x36" WOODEN STAKES 10, The Landscape Contractor shalt be responsible for examining fully bath the site and the bid documents, Discrepancies _ MULCH 3" FROM TRUNK In the documents or the actual site conditions shall be reported to the Clty Protect Manager TILLED AND LOOSENED ~ 6" SOIL SAUCER AROUND PLANTING HOLE. NATIVE 501E BACKFILL / K TRUNK SHALL BE MAINTAINED In writing at the time of bldding or discovery, No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bldding• IN A VERTICAL POS110N MULCH 3" DEPTH \ R /T / 3" MULCH LAYE 11. The Landscape Contractor shall be responsible for securing nil necessary applicable permits and licenses to perform the work set forth In this plan set and the speclflcatlons, ROOTBAU. ® \ TILLED AND LOOSENED 12, Plont material shall be bid as specified unless unnvnlloble, at which time the City Protect Manager / \ NATIVE SOIL BACKFILL FERTILIZER TABLETS ~ / / / / / EXISTING UNDISTURBED SOIL will be notified by telephone and In writing of Intended changes, AS SPECIFIED. PLACE \ \ n n i NI ORMLY AROUND / / //V 2 X2 X4 STAKE 2"X2"X4' CROSS MEMBER - FERTILIZER TABLETS ~~y"~ #12 GAUGE WIRE AND 13. Any and all questions concerning the plan set and/or speclflcatlons shall be directed to the Clty Protect Manager PROTECTIVE RUBBER HOSE at 1727) 562-4737, ROOT MASS BETWEEN AS SPECIFIED. PLACE MIDDLE AND BOTTOM MIN. 3 TIMES THE WIDTH UNIFORMLY AROUND II INSTALL TOP OF ROOT BALL 14. There shall be no additions, deletions or substitutions without the written approval of the Clty Protect Manager, OF ROOT MASS. OF THE ROOTBALL ROOT MASS BETWEEN , 3-4" ABOVE KNISH GRADE 2"X2" WOODEN STAKE I5. The Landscnpe Controctor shall gunrnntee, In writing, plant survivability far o period of twelve (12) months from final MIDDLE AND BOTTOM I acceptance by the Clty Protect Manager • OF ROOT MASS, 3" MULCH LAYER 16, All dimensions to be field-checked by the Landscnpe Contractor prior to landscape mnterlnl Installotion• Discrepancies shall " " 18"MIN. ROOTBALL ~ "':f;'• I I - UNDISTURBED SOIL (1~ OVER ROOT BALL be reported Immediately to the City Protect Manager. 17, Alt materials must be as specified on the landscape plan, If materials or labor do not adhere to speclflcatlons, they will 2X2 X4 CROSS MEMBER I -I - n n R00T BAl ` _ I - 2-2 X4 STAKE W/ R00T BALL: be reJected by the Clty Protect Manager with proper Installation rnrrled out by Londscape Contractor at no oddltlonal cost, FINISH GRADE " PLANTING PLANTING DETAIL TILLED AND LOOSENED _I ~ _ - 1= = LONG TAPER MIN, 18 PALM _ PLANTING HOLE SHALL BE 18, All permits necessary are to be provided by the installing contractor unless otherwise specifically stated In the speclflcatlons, 2' LARGER THAN THE NATIVE SOIL BACKFILL I ~ - - ~ I I I =III INTO UNDISTURBED 2~ LE SOIL R001 RDOT BALL DIAMETER 19. No contractor Identification signs shall be permitted an the protect, except for the protect Informntlon signs, N.T.S. 20. Existing sod shall be renoved as necessory to accomodate new pinntings. " " - 3 TO 5 TIMES THE WIDTN i - S 2X2 X4 STAKE EXISTING U EXISTING UNDISTURBED SOIL _ PREPARED PLANTING SOIL 21, Any existing sod areas that are unnecessarily disturbed during the landscape Installation shalt be resodded to Z, 2.5 DRYWALL SCREW OF THE ROOTBALL COMPACTED SOIL TO match exlsting, MINIMIZE SETTLING r~ 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris PINE TREE PLANTING DETAIL generated during the Installation of this protect, T IL TREE PLANTING DE A I N.T.S. N.T.S. , , e2002 by Professional ,E•S'hG PerA~ 'BY PVS SHEET A CLIENT: PROJECT NAME:' SEC. 15 rwa. 29S RNG. SSE PROJECT NO. DATE BY REVISIONS E02002 1 ngine = NUMBER Engineering Resources, Inc, DRAWING TYP~J .j} GMc NUMBER All Rights Reserved HECKt~ PVS DRUID COURTYARD nn xig THE ~ ~ ~ ~ ~ ~ 03-1460 The ~ CLEARb11ATER, L.L.C. neTE'° The arrangements depicted IF Ir It ? PRELIMINARY 5,-2-05 herein.are the sole property of Professional Engineering 13 CONSTRUCTION .•o' G 1 esou Resources, Inc. and may not PROFESSIONAL ENGINEERING RESOURCES, INC. i ~I 1 9112 SOUTH MISSOURI AVE, SUITE 106 SCALE Rof Prot be rep ELEARWATER, FL. 33756 be reproduced in any form 646 94th AVE. NORTH ST. PETERSBURG, FL. 33702 ? RECORD without its written permission CIVIL ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727 576-2007 ,11, (kA i HERMA,REG. NO. 35628 LANDSCAPE DETAILS N,T,S, ""h°° 3 0~ lu ~ - Q ~ ~Q > w ao-o ~ p00 d d ~ ul Q 146'$" U z ~ 0 ~u 4'-D' ~ ~ H U Vi '-Du 138'$° 4 ~z 26'-8° ~ z Q ~ ~ Q z 9'-8" 12'-8° 3'-0 ° Q 0 3 T- 0 0- QO ~~4N ~0 ~ ~ Q O U' ~ ~u~o ~ QQ _ u.a 26'-0" 26'-0" .r 14 II 121$11 1 weT-Ba 31-011 9 -8 I n 51ttING AREA ®1 ~ I n I n 2'-O" „ I - NROO I -4 11 2 - ¢ 4 - o 30'-O" 30'-011 Q O v ~ o ~ ~ ~ ~1 u " " ~ I II L c ® .t. ® ~ ; .I :i. ~ ~ i 51-On il- a $'-Ou A z c L m MASTER SUITE ~ ® 51TTING AREA 4° 1 SITTING AREA U M (i 'i S 3 d 3'-On 2' u ~ 4=' . 9'-+" CEIL A ~ CARPET ~ ~Vf 4 ~ 1 n ARCHWAY ~-~1 1 i ' ~ ~ j;; T NA o od~ ~ , , I• 1 ~ SITTING AREA ~ ~ O Q o - ~ - - - - - - MA5TER SUITE i:;:,:::f;:; '~I I " RDO 51TTING AREA 1 , , ~ ' MASTER 6UITE 1 I , , 1 1 , ~ , ~ ~ ~ ~ 9'•4" CEIL 9~~~~ CEIL > 11` CARPET CARPET 11 ' 1 n I I. ~ 1 I I II , II-6 ~ , II ' ' - ' ' -------CI it -6 , 1 1 , , r , , , . , , 1 ~8:.. ~ r > 1 I , , , , ~ , i . ~ , i . I . O I II I II 1. ~ 4-8 6-0 I I , , , , , , 4i-8n 6.-Du 2' ? _ , ~ , ~ , ~ , I MASTER SUITE MASTER SWTE _ ~ z Y 9'-4" CEIL 9'-4" CEIL 0 ~i m _ _ _ _ 'U ® I 3~-O - - ' O e CARPEf~~i R1 V' ~ ~ ~ ~133 it ~ - ~ . ~ , I , 1 1 1 ~ 1 . I h . . 1 • DpC~t, AROg Ch _ > d ~ Q ~ I I' I i i I - , z ~ ~ m 1 r ~ ~ ~ ' ~ 1 i , . . . . i , 1 11 ;d% - I 1 'd`' _ 1 i - ® ~ . - . N ~ U ~ x ~ ~ o ~ ~ u ~ _ _ I ~ ? 1 1 1 1 1 M~ BEDROOM n o ~ _ " ~I . 9'~4 CEIL ENTRANCE N ' CARPET ''O~; _ - - 0, 1 ~ . 1 4'-0' ~ ~ Q ~ b' ~ II ' it I / 1 1. 0 z }fir _ 11 _ _ ' - PHONE / BEOROOn n I~~ ~ ' ~ BEDROOM n - 1 1 ~ ~ i . ~ Q Q Z ~ ~m~ ~ ~ ~ m W 1 i COMPUTER " " 1 ENTRA CE g'.{" CEIL ' 9'-4 C$IL ~ ~ o. - ~ ~ ROOM CARPET ENTRANCE W A L K W AY' w L K W A Y CARPET' 1 1 l u 0 ~ ~ 12-4 N d z i m 12,x„ Y ~zo~.~ N II I 1 ~ ~ 1 1 - m ELEVA R Q m BEDROOM n DROOM n ~ Q p- ~ ' 1, , i 1 I II I II IQ ~ ' ~ ' ~ ' ~ Q 2 - $ -0 ~ ENTRA CE 9'-4° CEIL cEIL N ~ W m 4 ~ li •.ii ~ WALKWAY Q Q WALKWAY ~ CARPET , , li _ _ - it Ul IQ ~ARPET ~ ~ ~ ~ ~ a ' 1~ r . 1 ~ 1 j,. . r her I 1 ~ 1 UP _ _ - - 't} Q ~ ~ -1 4'-0' 4'-0' m 11 II ~ 11 11 11 " WALKWAY WALKWAY ii 11 Ir i AY " II II I II 'i 1 1 } --------1JIl~II-------- 11'-0" 14'$" il'-O' II ~ u r ~ _ - ~ 20'-4° 26'$" 36'-8° , 26'-8° 20'-411 X z _ 'd ' ' N N IT1 N N i 1 _ ~ ~ ~ ( ~ I I N N ~ ~ DE51GN TOR ACDES51BLEl~I N ~ , 0 I BUILDING ENTRANCE AGCESSIBLEIh ~ ~ N ~ - IT) l11 ENTRANCE 1] ~ O m 20'-4" 26'-81' 36'-8" 26 -8 20-4 w ~ ~ Al w II'-O" Id'-8" Il'-D' w p >n ~9 ~ > z II II Q 1 o o ~ U ~ II II ~ ~ ~ WALKWAY WALKWAY " I I I I 4'-OI 4'-O' - - I I II II II AT i~ lK ~ L ~ .I 11 ~ ~ ii i;1 C~ i11 - OF ' - ~ - - ~ Q 0 I 1 = Q i i U1 iS ' ' R ~ EDRODM ~Y ~q WALKWAY 11 2'-8 " - 11 WALKWAY ~ EiEDROOM Z _ 4 _ ENTRa CE 9'•4" CEIL f'-4" CEIL ~ 0 p :ARPET N 7 4 1!1 . ~ ELEVA R is1 Q cARPEt m m ~ u 4 '.y - - - - - IZI~" F ~ 12'-4" ~ z ~ , N O Q } ~ ~ ~ m ~g WALKWAY ~q BEDROOMn ENTRA CE - ~r z o ~ o 9'-4" CEIL CARPET 4 a a° ~ a ~ I ' Klr i ;lo; BEDROOM n M EN ANCE <ut ~ ~ ~ - ~ o 9'-4" CEIL 1 ~ CARPET - 1 ~ 4 ~ ~ N ~ ~ 0 ~ _ _ _ Q;0 F ROOM i . i J I ' ~ ~ , 1 - . I 1 1 3 d ~ ~ 1 1~ 1 , 1~, 1 1 } > ~ m 13'-U° o _ ~ ~ m 4 ,Pgot, ~ .e MASr~R SUITE -0 0 aQGlC ~ z '0c'• - - DINING a IvIN Ro MASTER SLATE t0 ~ L G • bRda4 W _ 9'-4" CEIL _ - 9 ° C CARPET e'-~" cEIL ~ ~ n T / ' 1 , 1 CARPET' ~ J`-1 1 O ..I , . 1 11 AflCNWAY a ~ ~ ~ ~ OPFIC~ II -6 ARCHWAY I , _ , _ , I ' ' ~ ~ ~ ~ MASTER 5UITE IA ' PHONE / DESIGN FOR ACCESSIESLE I I EA IV NG RO III A - ~ - COMPUTER ESWLDING ENTRANCE x„41 9.4 CEIL ;::i.r;.,i:; CARPET SITTING ARE ~ ~ ~ ~ ~ J 51TTING AREA ~ o 11 , ROOM I ~1.: i , I 1 1 ~ i ' Cs,4TE ~ i r: 1:: ARCHWAY - ' Il'-611 1 i , o~~ _ ; . 1 - . MASTER 5UITE LI IN EA 3-4" CEIL A r „ _ - CARPET 51TTING AREA LI-ou 11 a ~1.Ou ~ J { t. , I ~ ~ ~ t~ll~ ~ I I ~{iTf3AidC6 ® I ¢II O 3'• 12'-81' 1 ~ 13'-8" u CO f 4 ~ I _ i 13'8" ~ )r~-- i - - ARCHWAY ' ® , 30'-On n ¢ 3~ -0 4 _ _ . d Q U1 E ! 11- o i ~ JUL-8205 w ~ N U E ` 21• ° 4'•On 2' u SITTING ARFJ+ q ~ Q 31 I ® I AL n 4 1 ¢II ~ l._._..,....._..~_....,~._,~.1 ~ Q 26'-D" 26 -O PLANNING & DEVE OPMENT ~ SERVICE 2'- I' 4'-l/~ 21- II II- 0 • CI Y CF CLEAR ATEA ¢ 31 it 5CA)_~: 3/811= I~-O° CJ~~~T N~. n nRerwn~~~ A 4'.0` 138-8" 4'-0' NOTE: l~Elvrtua `sue V z SPRINKLER SYSTEM REQUIRED ~ AC= PER UNITS AND BUILDINGS. ~ 146'-8" PER NPA-13 ~-~-2005 Q a m ~ 0 ~ Ul ~ LL UI ~ 3 ~ U1 d ~ ~ 0 U ~ Q 0 Q ~ ~ Ill Q U ~ z o w 138'-8" ~~u ~i ~ z ~ A~ Qp d 26'-8" Q U ~ z~ 9'-8" 12'-8° 3'-0 r U U- QO . 21A11 11- II 0. 4 ~~Ap 26'-0" l0 26'-O" ~ m 0\ ~ ~ ~ ~ o u ~?aa ;a 91.811 12'-811 1 s I AL 3,-Ou SITTING AREA ~ i~ A 11 ¢I1 9 4. V 1 ~ Q s //~i// ~ ~ •0 301-0" _ 30'-0" - II '~•Of'tI0N4L... -..1-.~..G. I AL Q z a 1 n 1 n 1 u 1 n ~ Il-0 n 5-0 1- 5-0 SIttING AREA , ~ I' I.... i7/'V11 BAI~~:::.L......L. MASTER SUITE ~ ® SITTING AREA 31-011 4 ~ 1 1`_T a, U 3-011 .511 RQdM~:..:~:: s...'....;..1,..;..1....j..;.....~.:..~.....i. 9111 CEIL Y N 31'D° 2' u O : ; : : : a ,..~..e... I Q o r._~TII,...I 1 -i~.. GII'-~ ARCHWAY I i..., .x I ;I I I • , . : : - 0 0 - L. =a . ~ ~o°~~ ~ o SITTING AREA O :.i.,.<'..,...~..,.1..... ;..1.;.. m : ~;::;StINR001~E;:.F:. I:;.:... , I MASTER SUITE N Q 51TTING AREA ~ ~ Q Q a ~ . ...:..........L, . MASTER SUITE I SITTING AREA : ;..L a ;:k: <;:::::I::.:j:::.'::.:::I:;:!:::a,: 9'-4" CEIL Y NCs ~ I 9'-4" GdL ,.;...,.4., ~ ~ 1 L {Z ;.:;...;.a.;..~ :..'s. ;..r.;' C 1F~ ' ~ I C R ~...,:..._I s....:..._s _ : i II~ A1P ' II-6" . : : ® 0 41 Q11 61_011 2i J',nIIYII^''YI1^''` t V'W ~ ' MASTER SUITE - ~ L ' -B° 6'-D" 2'- MASTER SUITE ~ 9'-4" GEIL IASTER SUITE ~ z iv 0 CARPET ~-I I 00 DINING ARE I m I II ;off; _ I I 1 II 13.0 ~ ~ I I A 9.4 GEIL CARPET III ° R ~ ~ ~ ~ 9 ~ CEIL ~ ~ r CARPET ~ ~ Q ~ I ~ Or'1 4 ~ J ~ TI z ~ - PINING ARE _ I _ ~ ~ ~ : - ~ : ~ ~ ~ u~ X ~ 0 0 ~ ~ ~ N I / ' ~ i ' i : : ' ' ; : - ° ; 9'-4" GEIL ENTRANCE FOIE u ~ ~ ,,,o,. I ~ ~ ~ ~ CARPET M 0, 1 / o ~ }fir Z rn "Z - - BEDROOM o BEDROOM "2 91-¢11 CdL ENTRANCE 4 _1 ENTRANCE 9'.4° CEIL v J ~ m cA FO7 CARPET ~ ~ W A 1. K W A Y CARPET 12'-4" ¢ 12'-411 ` BEDROOM "2 m Q in BEDROOM "2 _ E~EY OR II 2'-8 ~1^II I 11 ~ p - ' " QOM M2 Q 9'-4 CEIL ENTRANCE 4 1 ENTRANCE 9-4 CdL CARPET ~ lU A L K UJ A Y p p lU A 1_ r` ll1 '4 r ~ CARPET °CEJL ~ 7 ~ ePET ~ n' ~ ~ a i0 ill u. UI' 4 41 ^1 41 n1, QI ifs I I ~L/ 1 1 WALKUTAY I I II UTALKUJAY II II I WAY " I . I . II'-O° 14'-8" 111-0' 2 11 26'-81' 36'-8" 2v -B" 201-¢11 II II II ' 11 - R - roi ~11 ' 1 11 ATRIUM BELOII.~ N NATRIUM BI=LOWS I N ill - - a 1 11 II ~ 2 " 261-8" 361-Su 26'-$° 11201.¢u 11'-O" 14'-8" Ii'-0' Itl 1l1 1~ z 11 WALKWAY ,1 11 _ WALKWAY ~ U U ~ ~ - 41 ^1 1^11 - - ~ ~ 1' , V R/ ~ Q- 1 1 WAY ~ w 4 4 m in 0 0 _ - Q in in Q BEpR00M "2 ANC ~ W A L K W A 'f 2'-e " = lU A 1. K U1 A Y ~q ENTRANCE BEDROOM "2 EN E _ 0 _ QOM w2 - 0 9'-4" GdL , ELEV OR in ~ 9'-4" GEIL CEIL ~ CARPET m in CARPET ~ ~ ~ f1 12'-4" 6'-0~~ 121 A11 4 WALKWAY o _ ENTRANCE ~ ~ EN'T'RANCE BEDROOM #2 F - } ~ ~ > _ l BEDROOM "2 , „ ~I GHEN / ~ ~ ~ z ~ ~ 9.4 GEIL R ~ 9'-4" CEIL ~ ~ CARPET 4 Q Q a CARPET ' , 6'-0° , ~;0 'e o ';01,' F ENTRANCE - , a,; : - : 1 : BEDROOM "2 ~ . ; 0 ' ~ ITCHEN / ~ ' _ Q ~ 0~ 9'-4° CEIL ~ 1 ? ¦ CARPET N /~J ~ ~ ~ N ~ O u ' A; ®;8 6 'a e ',01,' ,,,o; N I I H / L : : - O ~ ~ !~1 O 13'-OII 13'-O° ~ ' _ ~ o N A - 13' 0° 4 _ ~ ~ m - m MASTER SUITE LI N - .a L L Y N MASTER SUITE 1ASTER SUITE ~ ~ ~ ~ . " 9'-4" CEIL . 9.4 CEIL I;.i:l:;~ - ii':ii:;r', 9'-d° CEIL ~ CARPET ;3 ~ ' CARPET CARPET ) L~, ~.1 ~~O 1 II I I it Oi'; ARCHWAY I I -6 I I -6 ARCHWAY ARCHWAY 1V~~ 'C~ ~I, MAST 5 - /A} MASTER SUITE LI ER UITE - I 1 " O ~ SATING AREA 9'-d"GEIL ,,I,.,, 9-4 CEIL SITTING AREA ~ a CARPET I. CARPET a a SITTING AREA T N L 0 O 1 u O' ARCHWAY - A ,i 1 tufa'r-'~d~ ARCHWAY Il -6 , ; MASTER SUITE ~ ~ ti ~ O I 1 II I II ~ ~ I I I ~ UI O I 2 3 SITTING AREA 9'-411 GEIL SITTING AREA JJY" 7' n 5'-0" 1'- 11 5'-0° i::i.+.:::ari n 1 n 1 n 4 CARPET 5'-0. I - 5 -O T 411, „ ¢II ® I A ~ , U 13'-811 I-0 12'-8" 3'- - A ® 3'- 12'-Bn I'~ ¢ 1 n , ® , 1 4' ® ARCHWAY 13 -8 - - ~ ~ i i'.. `J L`-' I 21 II 61-0° I V I'- 11 ¢ I - -'i 21 " 41~n 21- n - 517TING AREA 3 ~ 3 4 4" 1 ¢ 411 26'-0° IVk~•~A'~ 26'•0° ro EE ~ 6,: ® .........~..J ~ PLANNING & DEVE OPMENT 2'- ° 4'-0' 2'- " I'- " 4 3L n SERVICES 4 4" ~CI?Y OF CLEAR ATER ' S}-r~~ I I~lp. 26'-8" ~'n A~2 W p O 0= ~jj F- a ~ Q ~ 3 ~ ~ Ul Q ~ ~ Q = Q 0 0 'Q Q ~ ~ Q u ~ z o ~ ~~U uI Q~zo ~ Lam! z ~ ~ ~ ~ r ~ u Qo ~~~ao ~ ttl V ~ o a _ a~ b 0 0 0 ~ Q •'n 0 ~ ~ u r Q z e•`' a Q~1 0 Q DO G O G ~ ~ oo= ow~ ,~o o~ Q 00 4 k > I , , i~. . i . .,ii. 1 ..:..Il. .n. . ~ x,. : ,1., g,., .i ...I,. is ,:I, .,'i•' ,:y. ~ I,.. I I ~ IL., .I I. li .k.i i :I.'~ ,i .u.~~l .i. ',I, 1,6 I. L. .I II i ~ .I .i~ a. x I I x f ~...r li.., zi. r. g j ~ ~ ~ ~ ~ i it 4 ~ I ~ it . I . .,I~. ;l ~ ~ I 'I li a ~ II I . i.. k I ~ r ti „1 •r y ~ i i II ~ IE •~il I ~:I ~ y I y, i i .i.'e~~ I , I,• 1 d I ! 'I ~t: ,11. , I~. ` .~I. i. ~ ,'I .I .I '.II . Y # i ~ ~ ; ~ l rrTTTTrf : v• , I... ~i ..1,' J it ,il fi 11 o, I~,., a - ~ ~ _ - N Q. ~ TOP OF ROOF DECK ~ ~ (A _ _ - z ~ ~ X _ o o o~ ~ ~~u ~ ~ l2~ ~ A?N~' ~ t2) f2~ (2~ - Z ~ m ~ - - - - - - - ~ ~ Uzl ~ ~ c0 40 '7 ~ r--. ° ~~~~Q v (2) ll~ ll) 4 ll~ (1) ao 0 ~ ,n ~ ~ ~ w 0 0 ,rte (fl U. d N N O Q q ~ ~4 ~ ~ U U • t2~ ~ d ~ - a E ~ ~ 0 ll) (1) M ~ 00 a ~ a m z ~ a 4 r z } ~ a (A ~ ~ ~ z ~ - ~ ~ o a a a ~ v d fly (I~ 4 i k I~ ~1~ ~YJ ,a. I' i z::: o ~ ~ ~ ~ ~ FINISH ~ ~ iQ ~ ~ ~C ~9 # I S~ UG ll~ 2 C 3D l 1 ~ ~l~C{~SKIN ~~~9 } d ~ ~ o ~ ~ ~ ~ ~ ~ ~ D ~ JUG - g 20 5 Q ~ ~ Q et~CCO L+ PANNING & DEVEL PM NT Ul O~ (V u 1! ~7 I ~7 I ' ~ ~W_ CI-y F ~LEARWATER Q LAS pRIG~ SN~~T N0. Ac=3 d v o i fi v ~ 0= ~ ~Q > ~pu~ w 4 ~~p ~ QOU 44~~ ~ U z ~ o ~ ~=U Q~zo d Q ~ w z ~ ~ ~ r U U- p0 U G' Q N Q V z. 0 N - ~ ~ o 0 Q o 0 Q 'o ~ ~ soot= co~o~ ~ T u5~a c Tt ~ s~ c ~ ro ~ z o? 0 ~ 4 , w r,: . i. i i, . i~. .~:.i a : .,ice ~Y. J... a c ~ : I. a ~I'; a. IF... i~. .:I ~I i 'i : :~.li, i ~.li,~.i Y i .:i.. ! f ~ ,;i • i > it i r ~ ~ .L••. .f 2 t i .1 .r ~ i' it i `5' ~I' i,• !.,h .ti i iiI ; ,:.r,. s ' ! ..i. a "z ~..I,. ,~,..if I is ~ is ;i ! a" ••i` ' ~'I•'•a ! is ii ; ..:i i `....j a ii ..i.. .r ~ ' . ii.i .r...;~f ; : ,I i , ~ ~ ROOF DECK I ; f„ : i ~ :3,1 .i. I i n - - ~ z ~ ~ ~ w ~ - o ~ 1~U Q ~ i o ° ~ z ~ m _ ~ u. 4 ~ ~ U~ x \F/ j ~ 0 U (2J U U ~ ~tQ}~~ - - - - a ~ ~ m ~ o° ~~ou~' o ~Q~~~ 7 ~ (~L ac ~ ~ a ~I~ 1 t2~ m 1 0 =o~ o oo,t, M Q ~ ~ o ;o - ~ ~ ~ ~i1 ~ ~ ~ ~ C1) ,n - o g o~ ~ v ~ ro a = a ~ u Q } ~ z m S o ~ o . ; ~ _ " ~ I y .ii I, ~t~ " - 3 ~ z a ~ ~ A A ~ ~ 4 i ! L.......,• i i O _T O ~ O m u~- o ~ ~ FINISF~{ ~ ~ - - - FLOOR ~ r - - - - ~ ~ m e• z ~ u~ Q l 1 ~ ~l~CKS~IN ~`~~9 ~ ~ 9 ~ c l2~ C U1 X31 T 0 ~ ~ ~ ~ ~ { T~~ic,~~ } ~ s~~o~~~sT _ ~ ~ L~ L~-, I~ + L~ ! d p ~ - 8 200 i~ ~ ~ ~ ~ a ~ N ~ • o 0 ~~~Y~T S~I IC~O S~Ct~~ PLANNING & DEVELO MENT ~ Q 0 Q lk ~7 I SERVICES CI?Y OE CLEARWA ER ~ ~ ~-~-2005 5~4~~T N0. u 1A iuiIN HL %5 Ac=4 Q O r w w ~l ~ 0~ u}i t u ~ 0 ~ ~ 0~0 _ Qz0 ~ ~ u ~ z o w ~zU n u-. ~ ~ z z Lam! ~ Q z a ~ ~ ~ u 3 Qo a ,~~~QO ~ ~ - F?u~ 0 0 o m n o ~m Q z mm o~ 4• ~ ~ o 0~ CO ~0 0 ~ 5 C T 5 ~ o~ S I~ C5~ ~ u W~ Q °0 z~ .~.~u. .il . 1..~. i r j,' ~ 1"~r ~ i is • w.. _ ~ . ~ 'I. v : , ~ . . ..5, ~.:i., ~ . s t: i, s :i I :'ll'. Z ~ _ tl . _ t I: tl tI ~ 1 . ~ ( i I .r' ~ .•I~• it ; i. i. i'. P ' ti ~i?~ ,I . ..~'I..; ~I ~i i ~Q p.0. fl.'F' ii t ~i i it il' i I i 5 ~I j; I( I. 3' jr I r :i roP of - _ ~ I , .ts I t; . . •h , .I ~ ~ .tl... . I . r ~ ~ ~ I 1 t I f,.. ~ I it I . l; I . II . II I i. ~ I ' j', ~ " i ~ L' 6' ^ il, ~ '.1 I f. ` '1 Q W e ,.I~ r I ~ II I• f ~ i~•. Ir 'r •I r I: '1, I .I I }r 1; ~ ~ i'".: s'„• I,'a I ,I.t I I. ROOF DECK w p ~ ' •a. ~I s ' r ,u , I u. .'L ,I . I ' •..h ..I 9 i t' I, .E II:. I t ~ I,I• ''.t~:. yl I. ,L .I ii I ~I,. 2 2 2 l2~ ~ t- Q o ~a z ~ U~ , l2~ o ~ C1~ C2~ ~ ~0u u. C1. C1~ (2~ u ~ u Q 2 ~ ~ ~m~ ~ zim Q ~ ll~ ~,wm~0. C1~ ~ ~ l~ l2 ll~ 0 CJ J C1~ C1~ ll~ a ~ ~ 0 A p 1 z ~ ~ N 2 C1~ w d d ~ ~ ~ -~i {1~ 0 ~ 0 z put ~ t t. II 1 a ~ ~ } ' n . I . it ~ ' ;I' ` I ~ 'I I , . C1 , , :..II, I ' . z ~ 0 ll~ ~ w ~ 1....,.. . I - - - i i I i I : : Q Q ~ ~ 4 1 .I....... C 1 J C1~ ll~ o O FfNl61~ L..;~....L... FLOOR ' ~ a'-o" a'-o" n'-o" 52'-S" ~ ~ Q m ~ m G 9 , 2~ C 30 ~ _Q C 1 ~ ~1~C~5Kl~l #~4~9 ~ ~ 0 ~ ~ ~ ~ ~ r.__.._..._.__ Q ~~~'~i I ~ ~ S~~ID~~~ST ~ ~ ~ ~ -1 ~ ~ I:,~ - s 2005 ~ ~ ~ ~ o u, O PLANNING & DEVELOPME T ( ~ ~ .I ~ 0 l~ 5~6~VVO S~S~~1~ ~I~1'OFCLEARWATER ~ ~ ~ ~ U Q GRIG~~L S~~~T N0. V _z 3 Ac=5 ~ o a [A ~ 0= - a ~a > ~ o-o = Qoo ~ ~~u; ~ U ~ z ~ o ~i ~=u w A~zp d O ~ z Q ~ 3 ~ n ~ ~ Q IVI ~Q.'QN 'Q~ Q Q ~ ~ z lU 0 \ QL ~ ~ 0 ~0 U _ ?z ~ ;o 0 0 O ~ Q Ia 0 U _ Q z o.:,. u ~ Q dl O ~ O Q W t+ ~0 C~ G a O O 0 [W.. 5 ~1~1~ Q ~ ~ F r 6 p ' ' . ..4. . ~ ' .i i~,' is r $ ,~nf ~ ~ ~ ~ r A n ~ • i' I n i~ ! S S A i5 t i w r N ~ s g 1 e I! ~a~.1 ~ r ~ roP of o } i. t ~ 4 t ~ ~ 8' i, J tl I i a i, ...I:.. . ..x n ~..:...i.. . it . i ~ S M ~ M ~ 9 i~ r S' ~ w fr' i. ~li' z . R DE a a ~ ` ~ • E... ~ 5 ~ ~ ~ ~ i \ ~Z) (2) l2) l2) ~2~ 61 Ua x 0 ~ ~ ~ ~ a (i) ll) l2) ll) l2~ j ~ p o u u~ ~ Q~N~' 4 Z~~~ao l2) ~ ~ Q Q. 4 ~~m~~ ~ ~~a o - ll) _ (1) Cl) l2) ~u ru to o = I o (I) tl) ~ o 00 a ~ Q ~d ~ ~ ~ Ci) t2) ll) 0 - o a u Q z pC ~ ~ 8 o ~ o z r ~ ui - r ll) ~ ~ t t ,a i t ..S .3. ~ I ~ { Q Q ~ u ~ ! i i - - I I ( ...i... 0 0 0 1 i O _ FLOOR - - - - 1 ~ r t;-~ m $1.011 $t_Oli ~ m ~ } ~ SHIN 449 UCIC ll~ ~ ~3 2 C 30 ~ 1 ~ ~UC~SKIN ~4~9 0~ ~ ~ ~ ~ u. . o~~ SAN ~aT ~ ` s ' ` ~ ~ ~~L I . _ ~ `I Q ~ ~ ~ I' JUI. - 8 2005 w ~ ~ U O I a h. Q N ~ I~+/+ c PLANNING & DEVELO MENT 0 1 1~ ~Tl?~L~1..i0 ~7~ST~~ ~ CI':Y OF CLEA WA ER I~ SI~E~T N0, (`~~IrInI~ ~LL °?e~1IVfl L %5 z A=6 ~ o a . 0~ Ul ~ LL _ ,i ~ ~ o _ ~ z 0 ~ F z ~ ~ Q ~ ;i" ~ A~?z d o ' ~ : / f i 1 r:: ; 1 ' i / f,. ~ i ~ ~ ; ~ i ~ z o ~ n ' ' 26 -0 ~ 12 1 4 ' . ~ i" " ~ ,,5 Q o ' ~ I m o EL. 55'-0" ~r ' ~ I I i - - I I I I TOP OF RDOF - - ~ - ` ~ - I O E ~ I I I I I i f~ ' II II ~s cs I I I ; I I 01 I " ~ ~ ~ i` S w 1 I I ; i i • , ~ ~ 1 ~ / 1 I ~ 1 ~ ~ i" it - , °c o ii ,"i ' ~ oo p ~ F \ ! l i' , /i' ~ ~ 0 1 1 ' ~ ~ ~ ~ \ c-I \ ' 1 ` / ~ ' J,: [`I ~ ~ ~ i ~ • ' ~ r` ~ 0 . ~ z - ~ ~ ` i,: ~ to ~ ~ ~ w ~ w 0 _ f; - ~ ~ p EL. 8'-0" EL, 44'-0" - . ~ i` z ~ ~ m _ ! ii ' i. ~ U ~ O III III . , III I I • cs cs r' ~ ~ w 1 1 i""i O O ~ ~ O V gAR J015T uat1~ZE8TRUCTU AL DRUI,Cs'S I 5la" Yll w 1.ITE U1EICxNT r cEIL @ CONG, DECK u '~~u~ ~ ,r' REF, STRUCTURAL DRW.Cx 5 -py ts~ N ~ `r~ F- } ,n ,1r~ d' ~ I , I , ~ ~w d~ , p ~ I L' i u ~ EL. 33.0 . - - ~ ~ ~ rl: ~m~~ ~ , , i III III ~ i ~ ~ I- xs ' _ ~'I I I i / r- - - i i r___- i ~ I r ~ to C i / I to OI I ' I , I I t I I ~ s- ~ • r , I^ I ~ I I ~ ~ I , ' I I I ~ r ~ I I I I L~_____OI S i; _ 1 i I I 1! I I I f 1 ; • ~ 11~ lQ 1 i I i } p p ~ I i. I / Q ~ ~ O • z ~ ~ N I I~ ; u U U ~ l ~ 2ND FIN. FLOOR - - - - L ~ ' c q i ~ ~ ~ ~ III fll ~ I I r a c s . _ _ _ _ _ _ _ ~ ~ 1,^' I ` i ii, ` CONCRETE OLOGK ~ ' 0 0 CELLS a EACH FLOOR ~ TAILORED FOAM ~ o ~ a w t . INSl1LATI0N IN ~ ' ~ i ~ ~ i% z ~ a I , t• ;i, Q F ~ I I I ~ ii" ~ Q ~ ,i' a a ~ u a . - ___~i-- i 1 i' f/ i", " , I i~ EL. II'-0°°° 0 ' 15T FIN. Fl.OOR I_ - - - - . _ ~ .r ` - - - - - - - rv1 l" y ~ ~J Q ` ~ III A i~ , ~ III ' ~ a I I i s ~ ; ~ d I ~ ' l ~ ~ ~ 4 i , ` / i i ` I ~ ~ ; 1 ~ ; Q~ r ~ ~ ~ 11 I I ! I m ~ m i ; 1 ~ ~ j '1 z i~ ; , L SKIM COAT ' , FINISH ON r i ` a" X 6" X 16" ' li coNCRETE tI~E ~ ~ A CONCRETE I BLOCK WALL I ~ I ToP ~ ~C 1' ~ I ~ I I 1 i , ~ PROPOSED c~4St PR~4SS ~ ~ ~ 1'~ FIN. FLOOR - ` i I. ~ ~ ~ m N~4ME P~~TE ~ ~ ~ , ~ ~ 0 ~ ~ t • • • I ~ ` 1 4.., 4.. @ ~ QL IB" X 20" wl 3 M5 REBAR _ 16" X 20° w/ 3 "5 REBAR ~ ' CONC. CsRADE BEAM I ~ n CONC. CsRADE BEAM ' i r~ ~ - REF, STRUCTURAL DRW.G 5 ~ REF. STRUCTURAL DRW,Cs'S ` 1'f~E INSERT' ~ ~ L< --.J 4" LONG, SLAB L• _ .J AFL SIDES , , • , ~ ~ ~ I REF. STRUCTURAL DRW.G'S I . ' I TYPICAL 6" DIA, I 7YF'ICA 6" IA i L D 20" X 32" wl 6 ~5 I GSV CO!_UMN (REF, I CSY COLUMN (REF, ~ ; , REBAR 20 X 32 w/ 6 r5 REBAR I / Q ~ ~ SHOP DRAWINGS) SHOP DRAWINGS) ~ LONG, CsRADE BEAM GONG, CsRAD M E BEA , : l , /r,' It ~+tl I ~ o REF. STRUCTURAL DRW,Cs'S REF. STRUCTURAL DRW.G'S , ii ~~il~ I ~7 14#ccO ' DR DD RD. „ ~ FfNISN ~ $ ll) 5 PAR IN w ~ ~ U " Ff~.~.ED cE1_L p ~ N _ ~ , ~ _ ~ ~ ~ CORNER OF c0!_UMNS ~ ~ 12° PELOW , ' ' " , ~ " m ~ GROUND ~ ~ - - - ~ - ~tt'_~" x ~'-~'I x ~'-o" ? I r - Qv po pv i-1~~ I~~ :7~T'~I IV(J_ ~ D ~ ~ D o D o D ~ ul ii1~ ~u~. ~i,ll 1 W/(t)1l'7 w U U/C., , FIVE UNIT -FIVE STORIES EACH WAY ON CHAIRS Scale : I/4"=I'-0" FF EcWv i Ac=cl 1.6 1 PROPOSED COLUMN AT ENTRANCE ! JUL - 8 2005 1 LL ~ PLANNING & DEVEMPMEM SERVICES CI?Y OF CLEARWATER