The URL can be used to link to this page

FLS2004-04026 (2) FLS2004-04026 2760 GULF TO BAY BLVD BANK & RETAIL CENTER PLANNER OF RECORD: JVS ATLAS # 291A ZONING: C LAND USE: CG RECEIVED: 04/28/2004 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CL WCoverSheet gUlfUITDDUQ: ~CO~'tI\LOF Tilt;;" .\!':.~......\ ~_,,'Jf"""-".,.#'~7~ .~ ~" ~~~'.1-'" " "I ~-~'" ~~~~',\ II ". ,'::, ~~ ~ lq~ '.:::- - \ '.' ':.'5lt0\ ~r::~:o::= .";"t"'~: ..~~ ---==-- '~!) "~-~--J "f',..'--;\ ':. ~/;;;"'- ~~, ~.\ .. rJ'A .r~I"". '(v. \" , .~~-,~l~~'#o..t CITY OF CLEARWATER PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRUE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PlANNING DEVELOPMENT REVIEW June 25, 2004 Mr. Frederick Blecha 20 N. Orange Avenue Suite 1107 Orlando, FL 32801 RE: Development Order regarding case FLS2004-04026 located at 2760 Gulf to Bay Boulevard Dear Mr. Blecha: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On June 10, 2004, the Development Review Committee (DRC) reviewed your application for Flexible Development for development of 6,600 square foot bank/credit union and a 4,700 square foot retail building. The request is for a front (south) setback reduction from 25 feet to 15 to parking lot pavement per section 2-703.R. The DRC recommended approval of the application with the following bases and conditions: Bases for approval: 1. The proposal complies with the Flexible Standard Development criteria for the Commercial District per Section 2-703.R; 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913; and 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of approval: 1. That all four building elevations for both buildings be provided and meet approval of the planning department; 2. That a copy of the approved SWFWMD permit be provided; 3. That a copy of the approved FDOT permit to connect to the Box Culvert under Gulf to Bay be provided; 4. That a copy of an approved right-of-way permit from D.O.T. for all work within right-of-way be provided; 5. That payment for the relocation of an existing traffic signal pole and all appurtenances to be paid for by the applicant; 6. That a copy of an approved D.O.T. permit for driveway connections be provided; BRIAN J AUNGST, MAYOR-COMMISSIONER , HoY!" HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO~lMIS~IONER FRANK HI13BARD, COMMISSIONER * BILl. JONSON, COMMI~SIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPlOYER" \ ) June 25, 2004 Mr. Blecha - Page 2 7. That approval letter from City of St. Petersburg allowing the proposed parking surface/drive aisles, water mains, and etc. within their water main easement area be provided; 8. That Open Space impact fees be paid prior to issuance of building permit; 9. That the landscape plan be amended to reflect the change out of the East Palatka holly to Dahoon or other tree which is not prone to disease; 10. That the landscape islands in the area between buildings shall meet Section 3-1202.E. of Code; and 11. That all of the above conditions be provided prior to the issuance of any building permits. 12. That the Easements for both fire hydrant lines and storm easement will need to be recorded prior to issuance of certificate of occupancy. Please contact Earl Barrett, Real Estate Services Manager @ (727) 562-4794 for information needed to obtain such easement(s). " I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development. The approval is based on and must adhere to the application dated received April 28, 2004 and revised site plans dated received June 17, 2004. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (June 25, 2005). 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 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. If you have any questions, please do not hesitate to call John Schodtler, Development Review Specialist at 727-562-4604. You can access zoning for parcels within the City through our website: www.myc1earwater.com. * Make Us Your Favorite! S:\Planning Departrnent\C D B\Standard Aex\Pendmg Cases\2 - RevIewed and Pendmg\Gulf to Bay 2760 (C)\Gulf to Bay 2760 Development Order. doc '\ ... BA ~~K and :T AIL CE__ ~~TER .. , 2760 GULF TO BAY BLVD. (Intersection Gulf-to-Bay Blvd. @ Sky Harbor Drive) CLEARWATER, PINELLAS COUNTY, FLORIDA SITE PLAN APPROVED CASE # E:~S:>(io4 ~O"'kJJ.-~ CASE TYPE .-E~) DRCDATE - ~f,OO~ COB DATE .$--~ SIGNATURE --~ . DATE ()c, 2.S6~_ - SITE DE CIVIL ENGINEERING CONSULTANT: STILLWATER TECHNOLOGIES, INC. 20 N. ORANGE AVE., SUITE 1107 ORLANDO.; FLORIDA 32801 Contact: Rick Blecha, P.E. (407) 206-7222 (phone) (407) 206-72.23 (fax) l,.~:l;i;;;. RL\'lSED ., 'OJ;' I:. V .';,~~ ~'.:, " !~.~, '. . .. . ~~:;f:;i.( nATE:'~'c: . SU RVEYO r,-: POLARIS ASSOCIATES INC. 510 SOUTlI LAKE DRIVE CLEARWATER, FL 33756 Contact: Dan Rizzuto (727) 449-2775 (phone) - . . , ORIGINAL I : i \ I .1 ,_1./ ...:l.L\1 . .. - . . P 1 . "."" , . LOCATION SKETCH VICINITY SKETCH .! . ( , .~...~........ .. -." , , -.J .9t1~ / , ~ ;~lIms ;-( OIdsinar tIledr\ ,~n- ~,.~~ DJnecnn \ , I ,A u. iAa l......., /580 . ~ ~ ~~~ > I R sl'eey Harborl o~ I ach~~/c~~7 .... r -I - 'V'il i.t] i '. :L..~.~:~~~6~ ~ 19 ."" f4A;. .., ~.. g ,'.~: ~,,; ~ LN b % : eEl);... .J# ~. 8 ;: .nJaa.. i ~Ii _i ~ ~..^: "". i : ~I.r: !\ Ol), . . /:;) .. , , "~r'T'-^^""1- . ] ; ci.fAuCER ..:; 1'0"".. ~ 'Ii....; ~ i; . :Dm .11; ,i '~ .~;n : h !~ ....l'OAU.D RD E :(J) I!f. ;..... u . ~' ....u . T~ ,i !.,. f.. . ;U': ':t\ . r.:~\.~ :jH.Hl ~~. :.:?:TH, ,... x . f:t# ,;;.;....,"',.... . 'C m;.' .''f "-.......~~ .(J) ::u. ! <. ,<, .;. , ': 'I: : ;. .',uu. JAPoHtC~ .%=4' . i. .. < ,.... ~ IQi~;'R~HrWob~ ;~A,~~~~>~ "r'-"', ,~ . .,g).. (/) . u m 5 . ) . .' ,. " ,,~,.. II) ~S'tr i. ~I(p' .,~~ .(1:'- "u. "f' '~mt'." I t :-. "Z~ l . ''\' rs;er li~ '@ .f. eteli'J8aeIJ 1 ",aIr stfns .r ~ igh~ PIE :In:'" ....v., ..:;. go fIin, as . ,t--' ,8;; ms\....- .. " I -L \1 it . "" =:.<" 4M !II' ' ShOl .s ", ~ C:oss B..,.~.. 1 __ I u......l~ - -- 1 L.. __ - SITE ............ ~ 7 ,'. ?u') LOPMENT P- ~~S ~ OWNER/DEVELOPER: WYATT REAL ESTATE 1211 WESTSHORE BLVD. TAMPA, FL 33607 Contact: Paul Wyatt (813) 287-0700 (phone) (813) 287-2392 (fax) TRAFFIC ENGINEER: AMERICAN CONSULTING ENGINEERS 4111 LAND O'LAKES BLVD. SUITE 310 LAND O'LAKES, FL 34639 Contact: Gareth Klotz, P.E. (813) 996-2800 (phone) (813) 996-1908 (fax) ENVIRONMENTAL CONSULTANT: ARMSTRONG ENVIRONMENTAL 519 SECOND STREET SOUTH SAFETY HARBOR, FL 34695 Contact: Marty Armstrong (727) 726-8896 (phone) (727) 726-8790 (fax) LANDSCAPE ARCHITECT: KURT R. CRIST LANDSCAPE ARCHITECT INC. 2350 BEM CREEK LOOP SARASOTA, FL 32240 Contact: Kurt Crist (941) 378-8080 (phone) (941) 378-8080 (fax) SITE DEVELOPMENT DATA: & -~ ...,. 'V ...,. "'V' ~ ~ ~ .... .... ~ ~ ~ - ..... ~ ..... ~ ...... ..... 4,700 SF Retail; 6,600 SF Bank PROPOSED USES: . INDEX OF DRAWINGS ZONING INFORMATION: Existing Zoning C ) Site Acreage (SF/AC): 96,702/2.22 (100%) Wetland Impact Area (SF/AC): 5,701/0.131 (5.9%) Wetland Creation Area (SF / AC): 1 COVER SHEET INCL. 181 -/~- G01 CIVIL C01 2 GENERAL NOTES AND SPECIACATlONS 181 C02 3 EXISTING SITE CONDITIONS AND DEMOLITION PLAN 181 C03 4 SITE DEVELOPMENT PLAN 181 C04 S PAVING AND DRAINAGE PLAN 181 COS 6 UTILITY PLAN 181 C06 ? PAVING AND YARD DETAILS 181 CO? 8 DRAINAGE DETAILS 181 C08 g WATER SYSTEM AND SANITARY SYSTEM DETAILS 181 COg 10 UTILITY CROSSING AND CONNECTION CROSS SECTIONS 181 C10 11 CROSS SECTIONS and POLLUTION CONTROL STRUCTURE DETAILS 181 C11 12 F.D.O.T. STRIPING PLAN 181 C12 13 TRUCK TURNING MODEL (SOLID WASTE/FlRE) 181 LANDSCAPE L01 LANDSCAPE PLAN and NOTES -102 LANDSCAP[PLA~ L03 TREE INVENTORY PLAN .A. ~ ..... ~ Ili J\.i I UtffiL- - - S01 RETAINING WALL DETAILS ~ ~ ~ ~ ~ ----- j I Total Impervious Area (SF): Building Area (sF): Vehicular Use Area (SF): Sidewalk/Other Area (SF): Total Pervious Area 0.0 (0.0%) 0.0 (0.0%) 0.0 (0.0%) 0.0 (0.0%) 96,702 (100.0%) ~ I i ) SETBACK CRITERIA: Front-South (Gulf-to-Bay Blvd.) Required 25' (STD, DEV.) 15' (FLEX. STD. DEV.) 10' 10' Required: 15' 5' 5' ~ t Sides-East &. West (Commercial) Rear-North (Commercial) LANDSCAPE BUFFER CRITERIA: Front-South (Gulf-to-Bay Blvd.) Sides-East &. West (Commercial) Rear-North (Commercial) PARKING CALCULATIONS: ~ J ,) ~ I ~ ~ - 181 ~. 181 &( "Retail and Services" 5 spaces/1,000 SF GFA 11,300 -- - 1 handicap per ADA (1 req. per 24 spaces) 181 - - -- .-. ~ - - - - - - ~ ~ ..... Proposed C 96,702/2.22 (100%) 5,420/0.124 (5.6%) 4 58,395 (60.4%) 11,300 (11.7%) 44,200 (45.7%) 2,895 (3.0%) 38,307 (39.6%) Proposed 15' 11 ' 11 ' Proposed 15' 1 1 ' 11 ' Required 58 4 4 _ ~ .... ..... .... .A. ~ ~ - ~ ~ . ~ < ~ Q) .... :0 ~ e a. Q) ~ o en .... c Q) E c 0'1 '0 en o en Q) 0'1 C o ~ o en c o :.::; o :J ~ o ~ a. Q) a::: ~ Q) ~ o a. Q) ~ a. Q) ~ Q) ~ >.. Q) ~ .... ~ .~ ~ ~ ~ o .... ~ o Q) .... '0 u Ja~ ~ f1i~ P-t .~lt: tf ~ ~.s ~ ~~ .a~ =It:,, U~ <oD~ ~ ~~ (so.:.l~ ":: Q ~ t ~.5 ~ (; l'GU0"'O~ ~ J ~ .tl ~ ~ rn ~ o . U ~ ~ ~ en 0:: == fTl ~ Of-4~U ~~ ~ > ~<~f-4= ~ rn ~ 0- ~ rn Q) en o a. ~ :J a. f-4 ~ .... ~ ~O ::c' ~" 8~ o C 0'1 'C o Q) ~ .... o .... i ~ '8 ~~ O('t') .c::('t') 5!i ~= =i ~~ ~ 8~ ~~ r--r-- 00 00 NN -- ('t') ('t') -- 00 00 '-' '-' ~ '-c ~ 0 ..... ..c = ~ ~ ::c u ~~ := rJ) ~ ~ @ t ~ ~ ~ ~ ~ ~ "'C ~ ~ = ~~ ~ ~ U ~ 0 = .., ~ ~ ~~ ~ en .... c Q) E :J o o ~ Q) en Q) ~ .... t~ ~ (;) +-'~ ~ ~ ~ ~o ~ .gs:j~ ~ ~ ti '8 N ~ S~ o~~~~ ::I: '€- o~o · U O-"ONN +-'r.t.l Z 8 ~ ~~ rn~ ~~a~~ 0'1 C :.::; o 'C .... en ~ en .... ~ 0'1 'C ~ Q) ~ .... o ~ c o "~.' '. .~J"''':~r;' , q: ~'1 t ;: i~~ " , , ~ .' .~. ~~~'" . ,'.':'..:.:.':.,.*.,:.".i ~;S;.2:L. . ._>=.2 .... ~ 0'1 'C >. a. o o en Q) c: Q) en Q) ~ ~ c ~ ~ 0:: ~ C ~ ~ ~ c ~ ~ ~ ~ _... b 0::: "Q ~ >- b 5 ~ ~ ~ 0::: 0:: (.) z f2 ~ ffi ~ w w a.. ~ ~ :;) , 8 !Q ~ ~ 7"1' . .. 1 r.......u-CHESAPEAI +,.. ;:[t';;W:~ .t.! ..... "'" !i' !~ ~H iuj ""'l:" <(, .0 ' ';". ',..,' ..i.. k :r:; i 1 '-~,c.~ ',., ! 1 i; ,~~~:~ \~~ ~:~~~l'~, ", PEAfte'E' SITE BUTTERFLY I ~ ~ ~ . . c ~ . l 4 . . . . Proposed · . 75 · o c en .! 0'1 o o c ~ o Q) I- ~ ~ ~ ~ .. .. .. 000 ~ .......... .......... .......... < ~ ~ ~ c ~ ~ ~ 000 I.. Q) .... o ~ :.::; Ul ~ o o ('II ~ 0 0:: .... C"il PROJECT #: 050-001 +' ~ 0'1 'C >. a. o () DRAWN: F)U8 APPROVED: F)U8 DATE: 04/28/04 SCALE: NO SCALE SHEET NAME: Got SHEET: 1 GENERAL INFORMATION IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION NO CONSTRUCTION OR FABRICATlON OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULA TORY AUTHORITIES ANY PENAL TIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR 2 THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTlVlTY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTlFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTlLlTIES WITH THE OWNER OF THE UTlLlTY THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTlLlTY COMPANY ALL UTILITIES, WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST ANY FEES ASSOCIATED WITH UTlLlTY RELOCA TlONS SHALL BE BORNE BY THE CONTRACTOR IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE UTILITIES ARE RELOCATED IN ACCORDANCE WITH RESPECTlVE UTILITY COMPANY STANDARDS IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTlCULAR UTILlTlES ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED 3 THE CONTRACTOR SHALL NOTIFY SUNSHINE LOCATORS FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION AT 1-800-432-4770, MONDAY THROUGH FRIDAY 700 AM TO 4 30 PM 4 CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILlTlES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS ANY ON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER 6 THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTlON PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ONE SET OF RECORD DRAWINGS ON VELLUM TO THE ENGINEER OF RECORD WITHIN TWO (2) ~EKS AFTER CONSTRUCTION HAS BEEN COMPLETED 7 THE CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTlON MEETlNG WITH THE CITY OF CLEARWA TER PRIOR TO COMMENCEMENT OF CONSTRUCTION ALONG WITH THE ENGINEER OF RECORD THE CONTRACTOR SHALL ALSO COORDINATE A PRE-CONSTRUCTION CONFERENCE WITH F DOT PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY 8 ALL CONTRACTORS, COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS ANY SURVEY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR THE COST FOR REPLACEMENT OF THE MONUMENTATION SHALL BE BORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAID MONUMENTATION 9 BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET 'C02' OF CONSTRUCTlON PLANS. 10 TOPOGRAPHIC CONTOURS SHOWN ON THESE PLANS WERE TAKEN FROM SURVEY PREPARED BY POLARIS ASSOCIATES, INC 11 ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTlON SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY THE CITY OF CLEARWATER, THE PLANS, AND CONSTRUCTION SPECIFICATIONS WHERE CONFLICTS OR OMISSIONS EXIST, THE CITY OF CLEARWATER'S STANDARDS SHALL DICTATE SUBSTlTUTlONS AND DEVIATION FROM PLANS AND SPECIFICA TlONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE ENGINEER & 12 SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING 13 THE SEQUENCE OF CONSTRUCTlON SHALL BE SUCH THAT ALL UNDERGROUND INSTALLA TIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTlON OF THE PAVEMENT THE PA\EMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER 14 CONSTRUCTION INSPECTION WILL BE PROVIDED BY THE ENGINEER OF RECORD THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRING INSPECTION ON EACH AND EVERY PHASE WORK THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS NOTlCE PRIOR TO ANY SCHEDULED TESTING NO BACTERIOLOGICAL TESTING, PRESSURE TESTING OR FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE 15 ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTlON OF THE UNDERGROUND UTlLlTIES, STORM WATER PIPES AND MANHOLES, SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFT STATIONS AND STORM WATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTlON BID COSTS 16 PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS PERFORMED BY AN INDEPENDENT TESTlNG LABORATORY THE CONTRACTOR SHALL PAY FOR ALL COMPACTION TESTS AND RE- TESTS THE ENGINEER SHALL BE COPIED ON ALL COMPACTlON TESTS TO VERIFY BACKFILL COMPACTlON 17 ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY SHALL CONFORM TO A FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFlCATlONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) (AKA STANDARD SPECS) B FLORIDA DEPARTMENT OF TRANSPORTATlON ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS (LATEST EDITION), (AKA STANDARD INDEX) COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED C FLORIDA DEPARTMENT OF TRANSPORTATlON ROADWAY PLANS PREPARATlON MANUAL, VOLUME I, CHAPTER 2 & 25 o FLORIDA DEPARTMENT OF TRANSPORTATlON FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHIBILlTATION (OCT 1992) 18 THE APPLICANT MUST NOTlFY THE FLORIDA DEPARTMENT OF TRANSPORTATION - LOCAL MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTlNG PROPOSED WORK CALL P LLAS MAINTENANCE NORMAND LATAILLE, JR, (813 570-5101 CONTRACTOR SHALL REMOVE EXISTING MITERED END SECTION AND INSTALL NEW PIPE TO PROPOSED MANHOLE FOR BYPASS STORM WATER PIPE CONTRACTOR SHALL PROVIDE AN ALTERNATIVE ROUTE FOR THE STORM WATER FROM THE OFF-SITE PIPE DURING CONSTRUCTION AS TO NOT IMPACT OFF -SITE DRAINAGE INTO PIPE CONTRACTOR SHALL PROVIDE WRITTEN PLAN SPECIFYING STORMWATER SYSTEM INSTALLATION FOR APPROVAL BY ENGINEER PRIOR TO CONSTRUCTION 20 CONTRACTOR SHALL REMOVE EXISTING HEADWALL. MANHOLE AND STORMPIPE, AS SHOWN, BACK TO THE PROPOSED LOCA TlON OF STORM MANHOLE, AS SHOWN ON SHEET C04 HOWEVER, CONTRACTOR SHALL PROVIDE AL TERNA TlVE ROUTE FOR THE STORMWA TER FROM THE OFF-SITE PIPE DURING CONSTRUCTlON AS TO NOT IMPACT OFF -SITE DRAINAGE INTO THE PIPE CONTRACTOR SHALL PROVIDE WRITTEN PLAN SPECIFYING STORMWA TER SYSTEM INSTALLA TION FOR APPROVAL BY ENGINEER PRIOR TO CONSTRUCTlON DEMOUTION THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES FOR PERFORMING THE DEMOLITION WORK AND SHALL FURNISH A COPY OF IT TO THE ENGINEER PRIOR TO COMMENCING THE WORK THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE PERMITS 2 PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL NOTlFY ALL UTILITY COMPANIES, OR LOCAL AUTHORITIES, FURNISHING GAS, WATER, ELECTRICAL, TELEPHONE, SE~R SERVICE, ETC TO ALLOW THEM TO REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR SERVICES TO FACILITATE DEMOLlTlON 3 THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS, ABOVE OR BELOW GROUND, SHOWN ON THESE PLANS AND ALL OTHER UTILlTlES AND OTHER IMPROVEMENTS NOT SHOWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS OF UTlLlTIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTlON AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER, AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTlON CONTRACTOR SHALL HOLD AND SAVE THE OWNER HARMLESS AGAINST ALL CLAIMS AND DAMAGES 4 THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTlON OF ALL TREES STRUCTURES, AND UTILITIES NOT INDICATED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER 5 CONTRACTOR SHALL PROTECT ALL SHOWN TO REMAIN IN ACCORDANCE WITH THE CITY'S RULES AND REGULATlONS THE PROTECTION OF SAID TREES SHALL INCLUDE THE ROOT SYSTEM 6 THE CONTRACTOR TO REMOVE ALL TREES INDICA TED FOR REMOVAL, WHICH INCLUDES THE ROOTS ASSOCIATED WITH THE TREE THE TREES NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN ACCORDANCE WITH CITY OF CLEARWATER'S REGULATlONS THE CONTRACTOR SHALL BE SUBJECT TO ANY FINES IMPOSED BY THE OWNERS AND/OR THE CITY FOR THE REMOVAL OF ANY TREE THAT IS SHOWN WITHIN THESE CONSTRUCTION DOCUMENTS TO BE SA VED 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTlLlTlES, DRAINAGE FACILlTlES, AND BUILDING CONSTRUCTION 8 THE CONTRACTOR IS TO REMOVE ALL PAVING MARKED FOR DEMOLlTlON YMICH INCLUDES ALL ASPHALT, CONCRETE, BASE, AND RETAINING WALLS (INCLUDING THE FOOTERS) 9 THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL PRIOR TO CONNECTlNG PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM 10 THE CONTRACTOR TO REMOVE ALL UN-SALVAGEABLE MATERIALS AND YARD WASTE FROM THE SITE IMMEDIA TEL Y AND DISPOSE OF IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS EROSION CONTROL EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTlON THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIA TE BASIS AS REQUIRED REFER TO SWFWMD PERMIT FOR ADDlTlONAL REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE 2 THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION PLANS UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTlVlTIES WITHIN THESE LIMITS AT NO TIME SHALL THE CONTRACTOR DISTURB OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER ANY REPAIR OR RECONSTRUCTlON OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED 3 AT THE END OF EACH DAY, CONTRACTOR SHALL HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES SILTATlON BARRIERS SHALL BE MAINTAINED AND REPAIRED IF REQUIRED AT THE END OF THE WORKING DAY 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH APPLICABLE STATE WATER QUALITY STANDARDS DURING CONSTRUCTIONS AS SPECIFIED IN THE PERMITS ALL WATER AND WIND EROSION SHALL BE MINIMIZED AS DEFINED IN THE SPECIFICATlONS AND PERMITS THE SPECIFICA TlONS PROVIDE ONLY A MINIMUM REQUIREMENT FOR EROSION AND SEDIMENTATION CONTROL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT CONTROL MEASURES NOT SHOWN IN SPECIFICATIONS ALL COSTS ASSOCIATED WITH TURBIDITY CONTROL AND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR 5 THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCA TlONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTlL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62 - 302 AND 62 - 4, FLORIDA ADMINISTRATIVE CODE 6 THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS, SEED AND MULCH, OR SOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATlON OR TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFF -SITE PROPERTY SODDING ON SLOPES 3 1 AND STEEPER SHALL BE STAKED 7 THE CONTRACTOR SHALL SEED AND MULCH ALL AREAS DISTURBED BY CONSTRUCTION UNLESS SODDING, OR OTHER MORE READILY EFFECTIVE STABILlZA TlON PRACTICES ARE SPECIFIED ON THE PLANS STORMWA TER MANAGEMENT SYSTEM THE ENTlTY THAT WILL OWN, OPERATE, AND MAINTAIN THE STORM SEWER SHOWN ON THESE PLANS IS WY~TT REAL ESTATE SERVICES THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REwL'REMENTS OF THE PERMITS OBTAINED 2 THE CONTRAl TOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATlONS AS NECESSARY ~O ASSURE HIMSELF OF EARTHWORK QUANTITIES THERE IS NO IMPLlCA TlON THAT EART~'WORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS 3 THE CONTRt CTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE n-:AT TH~ PROPER COMPACTlON HAS BEEN ACHIEVED ON THE SUBGRADE, BASE, AND ALL 0T'-1l:.R PERTINENT AREAS THAT HAVE BEEN COMPLETED THE CONTRACTOR SHALL BEAR ALL CvSTS ASSOCIATED WITH TESTING AND SHALL PROVIDE THE OWNER AND THE ENGINEER Wllh COPIES OF THE CERTlFICA TION OF COMPACTION FROM THE TESTING COMPANY 4 PRIOR TO BID PREPARATlON, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITi'-,~'3 AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF -SITE AND MATERIALS TO BE DISPOSED OF OFF -SITE, ALL OF WHICH WILL AFFECT HIS PRICING ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITlONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED THE MATERIALS ANTlCIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFF-SITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL PRIOR TO NT P TO DETERMINE IF ANY OFF-SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS 6 THE CONTRACTOR SHALL NOTlFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED A TREE REMOVAL PERMIT IS REQUIRED TO BE OBTAINED BY THE CONTRACTOR 7 ALL FILL MATERIALS SHALL BE FREE OF MUCK, STUMPS, ROOTS, BRUSH, VEGETA TlVE MATTER, RUBBISH, OR OTHER UNSUITABLE MATTER 8 ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATlONS AS SPECIFIED BY THE OWNER MATERIALS SHALL BE STOCKPILED SEPARA TEL Y AS TO USEABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE 9 FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98~ MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180 ALL OTHER AREAS ARE TO BE COMPACTED TO AT LEAST 95~ MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180 FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS REPORT FOR ADDITlONAL INFORMATlON. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND THE OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL 10 RETENTION PONDS SHALL BE EXCAVATED AS SHOWN ON THE CONSTRUCTION PLANS IN THE EVENT THAT ANY CLAYEY OR SILTY MATERIALS ARE ENCOUNTERED IN THE CONSTRUCTlON OF THE POND, THE CONTRACTOR SHALL IMMEDIA TEL Y NOTlFY THE ENGINEER FOR INSPECTION OF THE MATERIALS 11 THE CONTRACTOR SHALL STABILIZE THE RETENTlON POND PER THE CONSTRUCTlON PLANS IMMEDIATELY FOLLOWING FINAL GRADING CONTRACTOR SHALL MAINTAIN THE STABILlZA TlON UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR. 12 GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT THE CONTRACTOR SHALL GRADE THE ENTlRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS. SMOOTH TRANSITlONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT ALL SLOPES SHALL BE STABILIZED IMMEDIA TEL Y AFTER FINAL GRADING HAS BEEN COMPLETED CONTRACTOR SHALL NOTlFY OWNER AND ENGINEER A MINIMUM OF FORTY-EIGHT( 48) HOURS PRIOR TO DEMOBILlZA TlON OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED 13 ALL MATERIALS AND CONSTRUCTlON METHODS ARE TO BE IN ACCORDANCE WITH FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTlON 400 (CONCRETE STRUCTURES) AND THE APPLICABLE FOOT INDEX NUMBER DETAIL AS SHOWN IN FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LA TEST EDITION) 14 REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS IV WITH RUBBER GASKET JOINTS RCP SHALL CONFORM TO FOOT STANDARD SPECIFICATlONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTlON 942 15 ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTlON OF THE STORM SEWER (OUTFALL PROTECTlON, POLLUTION CONTROL, ETC) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND FOOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION) 16 ALL PIPE CALL OUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS 17 ALL ON-SITE AREAS DISTURBED BY THE CONSTRUCTION SHALL BE STABILIZED WITH A SEED AND MULCH MIXTURE UNLESS OTHERWISE NOTED 18 ALL OFF-SITE AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED WITH BAHIA P A YEMENT SYSTEM THE ENTITY THAT WILL OWN, OPERATE, AND MAINTAIN THE ON-SITE PAVEMENT AREAS SHOWN ON THESE PLANS IS WYATT REAL EST ATE SERVICES THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THAT ENTITY 2. MATERIALS AND CONSTRUCTlON METHODS FOR THE ROADWAY SHALL BE IN ACCORDANCE WITH THE FOOT STANDARD SPECIFICATlONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LA TEST EDITlON), OR LA TEST EDITION 3 ALL ORGANIC SOILS BELOW UTlLlTY TRENCHES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AND COMPACTED TO NO LESS THAN 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180) 4 STABILIZED SUBGRADE TO BE F DOT TYPE "c" 5 CONSTRUCTION OF THE ROADWAY SHALL BE 6" OF SUBBASE WITH A MINIMUM L1MEROCK BEARING RATIO OF 40 COMPACTED TO THE MODIFIED PROCTOR MAXIMUM DRY DENSITY OF 98% PER ASTM 0-1557, 6" OF L1MEROCK BASE COURSE COMPACTED TO THE MODIFIED PROCTOR MAXIMUM DENSITY OF 98% PER ASTM 0-1557, AND 1-1/2" TYPE S-1 OF ASPHALTIC CONCRETE SURFACE COURSE WITH A MARSHALL STABILITY OF 1500# MINIMUM COMPACTED TO AT LEAST 95% OF THE MAXIMUM LABORATORY MARSHALL DENSITY SUBGRADE PREPARATlON AND PAVEMENT INSTALLATlON SHALL CONFORM TO FOOT STANDARDS AND SOILS REPORT RECOMMENDATlONS 6 ALL PAVING SURFACES IN INTERSECTlONS AND ADJACENT SECTlONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITlONED DRIVING SURF ACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES APPROACHES TO INTERSECTlONS AND ENTRANCES AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THE CENTERLINE GRADES SHOWN ON THE PLANS. IN THESE AREAS, IT MAY ALSO BECOME ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THE CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED IN ADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS 7 CURBING SHALL BE CONSTRUCTED YMERE NOTED ON THE CONSTRUCTION PLANS CONCRETE FOR CURBS SHALL BE FOOT CLASS "1" CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI ALL CURBS SHALL HAVE SAWCUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON CENTER CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FOOT STANDARD SPECIFlCA TlONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTlON 520 AND DETAILS PROVIDED ON THE CONSTRUCTlON PLANS 8 ALL CONCRETE FLUMES, WALKS, AND CURBS SHALL BE CONSTRUCTED WITH 3,000 PSI CONCRETE 9 SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTlON PLANS THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI JOINTS WILL BE EITHER TOOLED OR SAWCUT AT A DISTANCE OF 5' HANDICAP RAMPS SHALL BE PROVIDED AT ALL INTERSECTlONS AND BE IN ACCORDANCE WITH STATE REGULATIONS FOR HANDICAP ACCESSIBILITY 10 PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE CONSTRUCTION PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR SIGN AGE SHALL BE IN CONFORMANCE WITH MUTCD (LATEST EDITION) A 48-HOUR PAVEMENT CURING TlME WILL BE PROVIDED PRIOR TO APPLlCATlON OF PAVEMENT MARKINGS REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH FOOT INDEX NO 17352 11 ALL PAVEMENT MARKINGS WITHIN THE F DOT RIGHT-OF-WAY SHALL COMPLY WITH THE FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND THE CITY OF CLEARWATER LAND DEVELOPMENT CODE PAVEMENT MARKINGS SHALL BE HIGH TENSION, LEAD-FREE, NON-SOLVENT THERMOPLASTlC THE PERMITTEE SHALL PROVIDE THE DEPARTMENT WITH MANUFACTURER'S (ERTlFICATION PRIOR TO ISSUANCE OF 'FINAL ACCEPTANCE' 12 ALL ON-SITE PAVEMENT STRIPS AND MARKINGS SHALL BE YMITE INTENSITY LEAD-FREE, NON - SOLVENT THERMOPLASTIC 13 ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISHED GRADED WITH A SMOOTH TRANSITlON INTO EXISTlNG GROUND ALL SWALES SHALL BE STABILIZED IMMEDIA TEL Y AFTER FINAL GRADING ALL DISTURBED AREAS SHALL BE SODDED AFTER FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTlON PLANS PRIOR TO FINAL INSPECTlON ALL GRASSING (SOD) SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR 14 THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER ~AVEMENT AS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT NOT LIMITED TO. PA'vEMENT WIDTHS, PAVEMENT CROSS SLOPES, AND DRAINAGE DIRECTIONS WITH HIGH POINTS DWNEATED SEE GENERAL AS-BUILT REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS SANITARY SE~R SYSTEM THE ENTlTY THAT WILL OPERATE AND MAINTAIN THE ON-SITE SEWER SYSTEM SHOWN ON THESE PLANS IS WYATT REAL ESTATE SERVICES THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF OWNER ENERGY INC 2 ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM 03034 SDR-35 INSTALLA TlON OF PVC SEWER PIPE SHALL CONFORM TO ASnA 02321 SEE ASTM C-12, LATEST ED ITl ON , FOR CONSTRUCTION METHODS, EXCEPT FOR BACKFILLING, WHICH SHALL BE AS SHOWN ON THE UTILITY DETAIL SHEET A HORIZONTAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES WHEN WATER AND SEWER LINES CROSS WITH LESS THAN 18" VERTICAL SEPARATION, OR WHEN THE WATER LINE CROSSES BENEATH THE SEWER LINE AT ANY DEPTH, THE SE~R LINE SHALL BE ENCASED IN CONCRETE OR THE SEWER SHALL BE DUCTlLE IRON PIPE FOR A DISTANCE OF 10' EITHER SIDE OF THE CROSSING DUCTlLE IRON SHALL BE SANITARY SEWER GRAVITY PIPE SHALL BE CLASS 52 DUCTlLE IRON POLYETHYLENE LINED 3 ALL SEWER FITTlNGS SHALL BE SHALL BE PVC MEETING THE REQUIREMENTS OF ASTM 03034 FITTINGS SHALL BE SUITABLE FOR USE WITH SDR-35 GRAVITY SEWER PIPE ALL FITTINGS SHALL HAVE ELASTOMERIC SEALING GASKETS 4 JOINTS FOR GRAVITY SEWER PIPE AND ALL FITTlNGS SHALL BE ELASTOMERIC RUBBER SEALS GASKETS SHALL CONFORM TO ASTM F 4 77 5 SANITARY SEWER MANHOLES SHALL BE PRECAST CONSTRUCTlON THE MINIMUM SIZE DIAMETER OF MANHOLES SHALL BE 48" FOR SEWER LINES 21" IN DIAMETER OR LESS PRECAST REINFORCED MANHOLES SHALL BE IN ACCORDANCE WITH ASnA C-478 SPECIFICA TlONS, WITH PREFORMED FLEXIBLE JOINT SEALS, RAMNEK, OR APPROVED EQUAL THE MINIMUM WALL THICKNESS SHALL BE ON SANITARY MANHOLES SHALL BE 5" THE EXTERIOR AND INTERIOR OF ALL PRECAST MANHOLES SHALL BE COATED WITH AT LEAST 15 MILS DRY THICKNESS OF PROCO EP-214-351 EPOXI-MASTIC AS MANUFACTURED BY PROTECTlVE COATINGS, INC 6 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE NO ADHESIVES OR LUBRICANTS SHALL BE EMPLOYED IN THE INSTALLA TlON OF THE CONNECTOR INTO THE MANHOLE THE RUBBER FOR CONNECTOR SHALL COMPLY WITH ASTM C443 AND ASTM C923 AND CONSIST OF EPDM AND ELASTOMERS DESIGNED TO BE RESISTANT TO OZONE, WEATHER ELEMENT, CHEMICALS, INCLUDING ACIDS. ALKALIS, ANIMAL AND VEGETABLE FATS. OILS, AND PETROLEUM PRODUCTS FROM SPILLS ALL STAINLESS STEEL ELEMENTS OF THE CONNECTOR SHALL BE TOTALLY NON-MAGNETIC SERIES 316 YMICH SHALL BE TORQUED BY A BREAKAWAY TORQUE WRENCH AVAILABLE FROM THE PRECAST MANHOLE SUPPLIER, AND SET FOR 60-70 INCH/LBS THE CONNECTOR SHALL BE INSTALLED IN THE MANHOLE WALL BY ACTlVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE WITH THE RECOMMENDATlON OF THE CONNECTOR MANUFACTURER 7 INSTALLATION OF GRAVITY SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS 8 POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTlLE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/ASTM/D1248 THE MINIMUM NOMINAL THICKNESS SHALL BE 0008 IN (8 MILS) INSTALLATION OF POL YWRAP SHALL BE IN ACCORDANCE WITH AWWA C105 9 TRENCHING AND BACKFILL SHALL BE PER DETAILS PROVIDED IN THE CONSTRUCTION PLANS COMPACTED BACKFILL SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR UNDER PAVEMENT ALL OTHER COMPACTION BACKFILL SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 10 IN THE EVENT THAT WATER IS ENCOUNTERED DURING THE CONSTRUCTION OF THE SANITARY SEWER SYSTEM, DEWATERING SHALL BE CONDUCTED THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS 11 AT ALL TIMES DURING CONSTRUCTlON, KEEP EXCAVATlONS FREE FROM STANDING WATER SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED WATER PUMPED FROM EXCAVATlON SHALL BE DISCHARGED TO PREVENT RE-ENTRY INTO THE SOIL STRATA BEING DEWATERED WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SE~R LINES OR ADJACENT STREAMS THE METHOD OF DISPOSING OF WATER PUMPED FROM EXCAVATlON SHALL BE APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL 12 SANITARY SEWER PIPE MUST BE BEDDED TRUE TO LINE AND GRADE WITH UNIFORM AND CONTINUOUS LONGITUDINAL SUPPORT FROM A FIRM BASE BLOCKING MUST NOT BE USED TO BRING THE PIPE TO GRADE PIPE BED SHALL BE UNDISTURBED EARTH AND, IN THE EVENT OF OVER EXCAVATION, THE CONTRACTOR SHALL REPLACE MATERIALS WITH MATERIALS SPECIFIED BY THE ENGINEER AND COMPACTED TO THE DENSITY OF THE NATlVE SOIL AT ALL LOCATIONS WHERE PIPING IS TO BE INSTALLED IN AN AREA WHERE MUCK WAS NOTED IN THE SOILS TESTING OR AT ANY OTHER LOCA TlONS WHERE MUCK OR ORGANIC SOILS ARE ENCOUNTERED, THE TRENCH SHALL BE OVER-EXCAVATED TO REMOVE ALL MUCK OR ORGANIC SOILS AND CLEAN FINE SAND SHALL BE PLACED AIND COMPACTED IN THE TRENCH BOTTOM TO THE ELEVATlONS AND LOCATlONS NOTED ON THE PLANS BACKFILL NEEDED TO BRING TRENCH TO THE PROPER GRADE SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE AASHTO T -180 MAXIMUM DENSITY 13 TRENCH OR EXCAVATlON BOTTOM STABILlZATlON MATERIAL A SAND - SAND SHALL BE WELL GRADED, ORGANIC FREE, DURABLE GRANULAR MATERIAL, AND SHALL PASS A NO 4 SIEVE NOT MORE THAN 15% SHALL PASS A NO 200 SIEVE B PIT RUN GRAVEL - PIT RUN GRAVEL SHALL BE ORGANIC FREE AND SHALL PASS A 3/4-INCH SIEVE C GRANULAR MATERIAL - GRANULAR MATERIAL SHALL BE WELL GRADED, ORGANIC AND SOIL FREE, DURABLE AGGREGATE AND SHALL PASS A 3/4-INCH SIEVE NOT MORE THAN 15% SHALL PASS A NO 200 SIEVE 14 THE GRAVITY MAIN SHALL BE INSTALLED AS NOTED ON THE PLANS WHERE APPLICABLE, A LATERAL SEPARATlON OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES WHEN WATER AND SEWER LINES CROSS WITH LESS THAN AN 18' VERTICAL SEPARATION, THE PVC SEWER SHALL BE ENCASED WITH CONCRETE OR DUCTlLE IRON PIPE USED IN LIEU OF PVC PIPE FOR A DISTANCE OF 10' EITHER SIDE OF THE CROSSING 15 INFIL TRA TION TESTlNG OF THE SANITARY SEWER SYSTEM WILL BE REQUIRED TO BE PERFORMED BY THE CONTRACTOR INFILTRATION SHALL NOT EXCEED 0 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH IN THE EVENT THAT GROUNDWATER IS NOT ENCOUNTERED DURING SANITARY SEWER CONSTRUCTlON, OR IF THE GROUNDWATER ENCOUNTERED IS NOT 24" ABOVE THE TOP OF PIPE, EXFIL TRA TlON TESTlNG OF THE SANITARY SEWER SYSTEM WILL BE NECESSARY THE TESTlNG WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. BUT WILL BE WITNESSED BY THE ENGINEER AND THE UTILITY REPRESENTATlVES EXFILTRATION SHALL NOT EXCEED 0 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, INCLUDING MANHOLES 16 CONTRACTOR SHALL PERFORM LINE LAMPING, YMICH SHALL BE WITNESSED BY THE ENGINEER AND OWNER/OPERA TOR 17 THE CONTRACTOR SHALL PROVIDE, AT HIS OWN EXPENSE, ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL, AND FACILlTlES REQUIRED FOR ALL TESTlNG CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER/OPERATOR, AND COUNTY, IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATlSFACTORY PRETESTING PRIOR TO NOTIFICA TlON 18 THE CONTRACTOR SHALL PROVIDE VERTlCAL AND HORIZONTAL AS-BUILT INFORMATION RELA TIVE TO ALL CONSTRUCTED UTlLlTlES AND STRUCTURES 19 AS-BUILT INFORM A TlON SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWllNG A LOCATlONS AND INVERTS OF ALL GRAVITY SEWER LINES, MANHOLES, AND SERVICE LATERALS AND RIM ELEVATIONS OF ALL MANHOLES B HORIZONTAL AND VERTlCAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE APPROVED ENGINEERING PLANS C DISTANCES OF SEWER LINE LAID FROM MANHOLE TO MANHOLE WITH TIES TO LA TERALS 20 THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATlON SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA) ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT 21 THE USE OF VIBRATORY COMPACTION EQUIPMENT IS PROHIBITED WITHIN THE WATER TRANSMISSION MAIN EASEMENT 22 THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS SPECIFIED ON THE ST PETESRBURG WORK PERMIT POTABLE WATER / FIRE SYSTEMS THE ENTlTY THAT WILL OWN, OPERATE, AND MAINTAIN THE ON-SITE WATER SYSTEM SHOWN ON THESE PLANS IS WYATT REAL ESTATE SERVICES THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THAT ENTlTY 2. POLYVINYL CHLORIDE PIPE (PVC) 4" THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI/AWWA C900 (LATEST EDITlON) AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI AND HAVE A DR (DIMENSION RATIO) OF 18 ALL PVC PIPE BEAR THE NSF LOGO FOR POTABLE WATER JOINTS SHALL BE OF THE PUSIH-ON TYPE AND COUPLINGS CONFORMING TO ASnA 03139 CONFORMING TO DR18 PIPE 3 4" DUCTlLE IRON PIPE SHALL BE PRESSURE CLASS 51 AND 6" OR LARGER DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 AND SHALL CONFORM TO ANSI/AWWA C151/A21 51-81 (LATEST EDITION) ALL DUCTlLE IRON PIPE SHALL HAVE A STANDARD THICKNESS OF CEMENT MORTAR LINING AS SPECIFIED IN ANSI/AWWA C104/A21.4 (LATEST EDITION) PIPE JOINTS SHALL BE OF THE PUSH-ON RUBBER GASKET TYPE CONFORMING TO ANSI/AWWA C111/A21 11 (LATEST EDITION) 4. ALL F1TTlNGS FOR 4" THROUGH 18" IN SIZE DUCTlLE IRON PIPE AND PVC C900 PIPE SHALL BE COMPACT DUCTILE IRON CAST IN ACCORDANCE WITH ANSI/AWWA C153/A21 53 DUCTILE IRON PIPE SHALL BE COATED ON THE OUTSIDE AND STANDARD CEMENT LINED AND SEALED COATED WITH APPROVED BITUMINOUS SEAL COAT IN ACCORDANCE WITH ANSI/AWWA C104/A21 4-80 OR LATEST REVISION 5 POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTlLE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/ASTM 01248 THE MINIMUM NOMINAL THICKNESS SHALL BE 0008 IN (8MILS) INSTALLATlON OF POLY WRAP SHALL BE IN ACCORDANCE WITH AWWA C105 6 PIPE INSTALLATlON FOR PVC PIPE SHALL BE IN CONFORMANCE WITH ASTM 02774-72 (LATEST EDITION) INSTALLATION FOR DUCTILE IRON PIPE SHALL BE IN CONFORMANCE WITH AWWA C600-87 7 VALVES THREE (3) INCHES AND LARGER IN SIZE GATE VALVES SHALL BE RESILIENT-SEAT AND SHALL CONFORM TO ANSI/AWWA C509-87 WITH HAND WHEEL OR WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED MANUFACTURER'S CERTlFICATlON OF THE VALVES' COMPLIANCE WITH AWWA SPECIFICATION C509 AND TESTS LISTED THEREIN WILL BE REQUIRED VALVE BOX PADS SHALL BE 18" X 18" X 4" THICK CONCRETE WITH #4 REINFORCING BARS PAD TO BE SET AT FINISHED GRADE VALVES SHALL BE CLOW, MUELLER, KENNEDY, M & H, AMERICAN, OR APPROVED EQUAL 8 BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH, TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504, CLASS 150 VALVES SHALL BE DUCTILE IRON, RESILIENT-SEAT, AND BE MANUFACTURED BY KENNEDY, MUELLER, M & H, AMERICAN, OR APPROVED EQUAL 9 AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO PERMIT ESCAPE OF TRAPPED AIR THE VALVE SIZE, LOCATION, AND METHOD OF INSTALLATlON SHALL BE INDICATED ON THE DRAWINGS, OR AS DIRECTED BY THE ENGINEER AIR RELEASE VALVES SHALL BE CRISPIN PRESSURE AIR VALVE TYPE N, APCO, OR VALVE AND PRIMER CORP 10 DETECTOR CHECK VALVES SHALL BE AS MANUFACTURED BY HERSHEY, FEBCO, OR WATTS INSTALLATlON, VAULTS, ETC, SHALL BE IN CONFORMANCE WITH LOCAL AGENCY REQUIREMENTS 11 VALVE BOXES OR BURIED POTABLE WATER SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, WITH A MINIMUM INTERIOR DIAMETER OF 5" WITH COVERS CAST WITH THE INSCRIPTlON IN LEGIBLE LETTERING ON TOP WATER BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE, AND SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364, OR APPROVED EQUAL 12 FIRE HYDRANTS SHALL CONFORM TO THE LATEST EDITION OF AWWA C502-85 AND SHALL BE FURNISHED COMPLETE WITH WRENCH AND OTHER APPURTENANCES MANUFACTURER'S CERTlFICA TION OF COMPLIANCE WITH AWWA C502 AND TESTS LISTED THEREIN WILL BE REQUIRED ALL HYDRANTS SHALL BE OF BREAKABLE TYPE, WITH BREAKABLE SECTION LOCATED SLIGHTLY ABOVE FINISHED GROUND LINE HYDRANTS SHALL CONTAIN TWO (2) 2-1/2" HOSE CONNECTIONS AND ONE (1) 4-1/2" STREAMER CONNECTION WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE AND ONE QUARTER INCH (5-1/4") VALVE OPENING, SIX INCH (6") DIAMETER MECHANICAL JOINT INLET, ONE AND ONE HALF INCH (1-1/2") PENTAGON OPERATING NUT, SHALL OPEN COUNTER CLOCKWISE, SHALL BE FIRE HYDRANT RED IN AN APPROVED MANNER WITH THE PRIMER PAINT BEING KOPPER'S "GLAMORTEX" NO 622 RUST PRIMER AND THE FINISH PAINT BEING KOPPER'S "GLAMORTEX" NO 314, SAFETY RED, AND SHALL BE EITHER MUELLER CENTURION (TRAFFIC MODEL A-423), KENNEDY K-81A FIRE HYDRANT, OR US PIPE METRPOLlTlAN, NO SUBSTlTUTES A BLUE PAVEMENT REFLECTORS SHALL BE PLACED IN THE CENTERLINE OF THE DRIVING LANE DIRECTLY IN FRONT OF THE FIRE HYDRANT B CONTRACTOR SHALL PROVIDE A POST-CONSTRUCTION FIRE FLOW TEST WITNESSED AND APPROVED BY THE ENGINEER AND OWNER/OPERA TOR HYDRANT SHALL DELIVER A MINIMUM OF 500 PSI WITH A RESIDUAL PRESSURE OF 20 PSI C THERE SHALL BE NO TREES, SHRUBS, ETe, PLANTED AROUND THE FIRE HYDRANTS OR IN THE AREAS DESIGNATED AS FIRE LANES 13 UNLESS OTHERWISE NOTED IN THE PLANS. THE UTlLlTY COMPANY SHALL PROVIDE AND INSTALL WATER METERS CONTRACTOR SHALL CONSTRUCT WATER SERVICE TO THE CORPORA TION STOP AS SHOWN ON THE CONSTRUCTION PLANS 14 POLYETHYLENE (PE) PRESSURE PIPE FOR WATER SERVICES 1/2" THROUGH 3" SHALL CONFORM TO AWWA C901-88 15 COPPER TUBING FOR WATER SERVICES SHALL BE "TYPE K" SEAMLESS COPPER TUBING IN ACCORDANCE WITH AWWA C800 16 ALL SERVICES SHALL INCLUDE THE FOLLOWING CURB STOPS, UNIONS AS REQUIRED, AND CORPORATlON STOPS THE SERVICE SHALL BE COMPLETE TO THE CURB STOP AS SHOWN ON THE DETAIL SHEET, AND SHALL BE MANUFACTURED BY MUELLER CORPORATlON, HAYS, OR FORD 17 THE CONTRACTOR SHALL CUT A "W" IN THE TOP CURB OF EACH WATER SERVICE AND A "V. AT ALL VALVE LOCATIONS CUT w's AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT "0 a> .... ;Q .c o I.- a.. Q) I.- o If) .... c: a> E c: 0' 'ii) If) o 18 PIPE INSTALLATION OF PVC WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM 02774 (LATEST EDITlON) 19 COMPACTED BACKFILL SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR UNDER ALL PAVEMENTS OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 SEE STANDARD DETAILS 20 MINIMUM COVER OVER ALL PIPE SHALL BE 36" FROM TOP OF PIPE TO FINISHED GRADE 21 ALL PLl'GS, CAPS, TEES, BENDS, FIRE HYDRANTS, VALVES, ETC, SHALL BE PROVIDED WITH RESTRAINED JOINTS FOR RESTRAINED JOINTS CONSTRUCTION DETAILS, REFER TO THE UTILITY DETAIL SHEET 22 ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE A W G SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE THIS WIRE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES AND ELBOWS 23 ALL PIPE SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651-86 24 ALLOWABLE LEAKAGE FOR DUCTILE IRON PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA C600 25 ALLOWABLE LEAKAGE FOR PVC PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA C605 '- o If) a> 0' c: o .c o en c: o :;; o :J "0 o '- a.. a> 0::: "0 a> '- o a.. a> '- a.. a> '- a> ~ >. a> .c .... 26 THE CONTRACTOR SHALL PROVIDE, AT HIS OWN EXPENSE, ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, METERS, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MA TERIALS, AND FACILITIES REQUIRED FOR ALL HYDROSTA TlC AND LEAKAGE TESTlNG CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER/OPERATOR AND COUNTY, IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTlNG THE CONTRACTOR SHALL PERFORM SA TlSF ACTORY PRETESTING PRIOR TO NOTIFICATION 27 THE WATER SYSTEM SHALL BE TESTED FOR LEAKAGE AT 150 PSI FOR TWO (2) HOURS, WITH ALLOWABLE LEAKAGE IN ACCORDANCE WITH ABOVE STANDARDS 28 CONTRACTOR SHALL OBTAIN A COpy OF THE FOEP WATER SYSTEM PERMIT AND PULL BACTERIOLOGICAL TESTING SAMPLES FROM THE SAMPLE POINTS SPECIFIED IN THE PERMIT 29 PRIOR TO THE CONNECTlON TO ANY EXISTlNG MAIN, THE PROPOSED WATER MAIN SHALL BE DISINFtCTED, HAVE ENGINEER APPROVED PRESSURE TESTlNG, AND HAVE FOEP CLEARANCE REFER TO FDEP PERMIT FOR ANY ADDITlONAL REQUIREMENTS .c ,2 .c ~ 30 THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS-BUILT" INFORMATlON RELA TIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES A LOCATION OF ALL VALVES, FITTINGS, HYDRANTS, AND SERVICES B LOCA TlON OF THE WATER MAIN TIED HORIZONTALLY TO THE BACK OF CURB OR EDGE OF PAVEMENT C CERTIFICA TlON AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS o HORIZONTAL AND VERTlCAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE APPROVED ENGINEERING PLANS '- o - JI IN J L~I I . U ~ ~ ~~~ !f:HU ~<fS~ ~~ ~ ~ cJ .s~ i~ 'OIl :n: o . -oS o .a~ uc..,. u 0 f-l. ... t u u ~U ~~ en a> fh o a.. I.- :J a.. Q ~(/) fl)Z ~O f-4~ O~ ZU ~~ ~~ Z~ ~ ~ '- o a> .... 'ii) "6 ,S: 0' 'C o a> .c .... o .... <8 o ~ ~ cd".-4 ~~ 5:n: ~ ti -< bil ~ ~ ~~ ': Q u 't: ~ \.) ~~ u ... ~ ~ t g ~~ ~~ ~[i ~ ~ _(:l., - ~ ~f-1 ,g 8~ 9~ r- r- oo 00 MM -- ('f") ('f") -- 00 00 -- ~ "'" QJ ] E ~ QJ :I: U~ r=tf) ~@ ~ ~ = ~ ~ = ~ ~ ~ ~ .. "'" Q) . ..., ~ ~ .e ~ ~ ~ ~Q) ~ ....-4 ~U o ..., ~ ~ fh .... c: a> E :J o o "0 Q) fh Q) .c .... t ~ - ...~ ~ ~ ~ ~8 ~ ~ M ~ ~.J ~ 'S M ~ ~~ 08~~~ ~~ '@_~MM ... (J ~ B ~ r:::- r:::- CI.)~ ~~5~~ 0' .S: .... o 'C .... fh a> I.- fh .... .c 0' 'C '- Q) .c .... o "0 c: o .... .c 0' '~ a.. o o fh ~ '- Q) fh Q) '- ~ l&J :> l&J a::: ~ C3 a::: o Lo... l&J i71 !!! o c: ~ Z l&J ::i :2 o (.) en Q) 0' o o c: .c o Q) I- ~ m m -< Lo... . ~ ao N "- . o '- Q) .... o ~ ~ -< o :;; (/) ~ o o N :> ~ a::: o ~ ~ :> l&J a::: ! (f) ~ I- o ~ ! (f) o z -< I- o ~ ~ C3 a::: ~ Q. :> ~ a::: a::: o Lo... l&J i71 !!! m -< Lo... m -< Lo... . ~ Ul "- ~ . ~ I') "- . o .... N PROJECT #: 050-001 .... .c 0' .~ a.. o (j DRAWN: F~ APPROVED: F ~ DA TE: 04/28/04 SCALE: NO SCALE SHEET NAME: SHEET: COt 2 \ B 3296 s\ I r "j C 32 43 ~22 9422 ash a I =:::::.-..:.::~- -- -8 - . --. L:: f- -, - ~ "I ~ 0 v e e d par kin 9 _______________ mh 10 r-m~ ... mh -) rm1 DRAINAGE WITHIN ~S AR:A I---------~ ________- --------- I 33 7 ~ (,~ - DRAINS INT P EXISl G INL ~ / 3206 / I.___>-<=::::: J:: '", ~J ~ f 19 V j~ ~3 85 ______ ------- ~ 3315 Q. () 3 50 l 34.46 I.___~ 3420 w-n ~ 33 3 3342 3211 / typiC I 3 25 3 99 r- 34.09 1------"'- r 33 75 r~ n f)' c ~r I r 33 2 3282'" Ul / r-m~ 31 ~R / ,_ f:-- ~ -/-.. ~~\-- l':=-- t: L~ . 1:'..1t.:. L:. e:,tuH ---=t. 3379 LP / ~v~~E ELi~99 317~ 0 ~_<2.:.6 cone curb \iP /,~ j 317, . ,J. J /" ' -----rn\TW = 27 15 ~ /' / RIM mv = 30.13 / 321 - iNV SW = 2397 -----......... "..... INVE = 2403 .............. .............. 33.7 14" 334 FIR 1/2" N.89-46'01 "E. A'D&F) 36 .00 5"momoso 319 / RIM ELEV.= 32.18 --- r-~21445 3257 /\ / INVW=2529 --- 322 LB#2610 32 3219' _ _308 / 309 INV NE = 2583 -!'~ "'" :,(-~~'::'-~--:.s~"<" 'is - ..- -w~. ~- - ~- ~ -, I ~ - - ~ / I is 32 7 ~ \., 3082 / 2 / '" g.. --- ....... \59 \., ~ :-----.- --- 103 RIM ELEV = 3010 0> ~ --- - 1'f.' _ 11"7" I 10" INV NE = 2357 /:,;: 289 ", \ 1 ~ - - - - - - 289 INV S = 2387 29.6 289 \ 1 u '" --- ~'CON1RACTOR TO-SAW CUT ANO REIlOYEI - - - --:, I ~ ' ';; , ,v, I'." 32 I EXISTING ASPHALT. BASE. AND CURB~ ..02-4 5' / 25 2 0 ONTRACTOR TO SEE GENEiAL INF'~;MAflON I ~ 12" TO THE PROPERTY UNE. 10' 18" 281) 285 Ul NOTE 1 20 ON 289 \ ALL TREES WITHIN THE PROPERTY BOUNDARIES SHALL 298 290 / 14" 2:.J / 2278"4 28; -1283 SHE.El. C01 FOR PIPE REMOVAL 22" BE REMOVED EXCEPT AS NOTED HEREON OR 293---@/ <"V' .2 J.. I 327 SHOWN IN THE LANDSCAPE PLANS. 15'/,J02-3:'> / . ~ 0\ . _ I I 9" 10 13" 8''5'' 1\ 2895: fli35~. -- ~:"r'.>i_ 28~itl. 28.7 2R 7 28.7 NO WORK SHALL TAKE PLACE OUTSIDE PROP RTY / '" ~ E / 1/ 'R Bn, ....-;::: 2' I) I JOI- 42DJ 28 7 II en BOUNDARIES UNLESS SHOWN WITHIN THESE YU~rs~i~T?6N~~i~E 10" . ~\7L~' [2 ;~9v (03 1~~~~" 259/ !n 6 5" .... CONSTRUCTION DOCUMENTS. 9" /' . J I: I / 1r 290'L Vj '<t I 285 II' 10" 28.4 ~ 28S/ HO I If) 4" 297 I I W EST PAR eEL .;" ';" ;99..S 2000 '" <' '(p '::, ,,(C: "'-~ ----- '" I I / ';:',' '" u; ~ "8.' I~~ 0 / ' 288 29 3 I ~ J : r r '"' I;' ,:',' , ' jooo \z~ I'i ~.~ ;':-- \~ \~,,,,! : 'It '::, · I~ '"" '", '~, '~, ~:, ~>, ~~~~>; I 1\ ,""'0 '" I ,i?" " "," " ~e fi'i' \ " \ "" II 'tA';~ ,,'"" "" I "~< ~ ~ ,:" ';," ," ";" I ~," '" / '::, 6" '"' / (so .,_, ~\\~r\'~ 1\\ \ \~y ~~:i~i~~~~~~E '" ,y ';;, I .:" Ill" I" '~~~ ~ 5" /18" ~ 284 - -- 315 12" 45 ~ ~ L44 I 0 I en 31.5 5'. 5 308 15" 5" 296 ~~!!? 16" &a. 0 o I.. "".. ". ;,;'.jY '" {',,' I " '"' " III \" \ \ ,,".. .',', ~ I 0 1;1.\ 1)~2f) 31512" rtJ. 30.0 p~,,(j 280 284 10" z~ \ ';3"25 ~ fi1g I 15" ~< ~ ~ ': ':, '" 320 321~~~13" Q 11)' / 10" ~ \253' ~ 12'. 297 N." ~.,..,~ ". ...... I 8" ~ () ...(0 278 2 5 '\ '\ " . , .. "I . ~ 1.9 313 307 '" ,,"" 5" 15" 10" 285 \ '\. ~Il 8"5'IJ'8" '~~. ''..., .... I II en 312.~ J:'oo*- / 10"11" 288. 17" ..o1-\~ 2;; ~J'..'" ..268:' 5' r I 298 &a. I ~,.""...... " I ~ 11:....\ ~'?) ~<(j / 288 _ 28.5 12" ~ /;1"'(~51 '''''\ ,'!"\.... ""269 283 9" 288~ en I =6 ~ '<'",........ '" LL 12" /' I." ~ .c. 0 33 - .:88 ~ ./ ..-- ..01=9, 282 f it Q(.J " ' ~ 4" ~v<::)~ ~ :J~ ~81.\ L25 ~ \...9/...----- 278240 \., '..0145 9" 279 I' 29.7 <I).... ......" ' " I e II" "'-'" "" ~;. I I ~, ';,. " I I ~ ~ ~Y;,~--~~-- ~::/ iJ;'~ ".',\ '\'\ ". ~8 EAST JD.~ '"' '"' ~ ~~<~:\""~'.~~'''''' : .... 297 .c. 1'"!J/~ }!.7~ - - / ~ /'f7~ ---- ~ ~' ~ 27~ 5~"4~252\ 1'2 15" ~. .'...,~......_ '..., f. 325 / ~ ~. ~ /' - :1t" ~ ---- ---- ---- ---- 288 ~2910-12 L2!l85Sf ~ ~ \ \ ~ ,..: l~ l'..t ''W..', 0" ............." 61 ::> 1137\5'11'9" 9 '3051 .;I.... ..01-30 / / ---- ""-;::c. _ - \ 27240\ \ N 302 ~ ........ ....... ? ____ ___ L1 , 7 293 ---- ~ ..-- ____ ~ \...'Lv t:1 S.W.F.W.M.D./ A.C.O.E. ,,\ \ \ 10.'] 8'. 4~ . ~~ ......"'.. :: ....', "", '. ~ I 331 324 / ___' ~ / /~.1_~5 - =- 296 _ ---2s3 ---- ---- / fs11'~fs18. --rr- S T P JURISDIC~NALCLIN~ 8 \ \ \ \ 274~ 5" I ,. ~'..., , N I SWFWMD/ACOE 15 .J,/ ..J<l9)"-- - -- /------ ....--;("2881:. A A K t.278277 ~ 287 ~ ...lD:)...?>'.'.................,'" \ m;' '4 JURISDiCT~I6NAL . LiN[, fo~.p1-28 \... \ ~~;? / / /-281 28.1 d i t/ c h 281 ---- ---- ~ 9 . .1 24. 'A' \ jl J ~ 28.5 15" 15.' j . ". 89.40'39"[ 2 38' 3;. L16 30 I ~ - <. / 3 28 ~29 6-10 - -----,L .....------ //\....'1-:" 293 28 S 1.1''5'' \ \ :: ~ 4" 29.0 &a. C ',',' \ 8 f (.1';:';; ~ ~,-;;:;; 7" \-~ '<;0 ~. .. .i :JlI;;8jji;~ "SF .h (n ~ '# ':" . '"' "\\~\ 1\\\\ ~~T ,20.00' '"' , ';"m ',"" - ,,,,~j ~,~. " >s--: . I V - 3074 ~ ~Li ~ 10 / / / JOl- ..01-20 \0- L17sf / 24" ,.~\ \' \ \ \21' 272 285 I V) , ........ . Z (''\.1: 2 _'. _ _ _ __ ~ ---Jo-S- 301 302 *,~9\...." ___ 307 13 I" \ \ \ 14" ~,,,,,........,, ' Ii J_ - - - / L15 ~ U3 / \,,'- ~ 307 / 7q6 302 :~ \~ '270 299 4 , \ "'"- 81-23 31715"JOl-22 - 7 ~ Sf' 2R2 278 2,. '. \ \ I A 16' r. 'll'tJ 31 L5_ ~ - 17"14" 30.2 .301 5" 276 \ ..01\& 283 795 bi 31 3 \\;~ [$ _ tif!E - 4 8il / \ I \ ~ 2F 1J.}' 7'. 9 5~ . '" " I \ "". /," ) PARCEL A CONY SHALL PROVIDE !liLT FDlCING AlOIIG '" ';" \\ \~\ <",,\ "" ";"' '"~~"'ho:Cl . >' . ->.<'\~ I" \1" ~ .. ~, ~'" I ,r .. ,,. ? CO~OR TQ sr[ SPEC~ CONOmONS FOR ;~~~n: :rMEX'r~~!rr;!.r: ~~~;j"- ~ ~. ,~ ~~', ";" 0'" ;.(1 .~. ~>~: · r / 5"1" 5 / TREE\lItEWOVAL WITHIN EXiSTING EASEMENT AS PLACED'TORMWATER ASS PIPING F' ;THE \JlI-50 626 2 I 2\5 \26.6 778 3n~ A , ........' I \ 321'2431.9 316 I... SPECIFIED BY ST. PETE UlIttTY PERMIT. \ \ B.'" ". " II \ / EXIST. TREES AND SHRUBS WITHIN THE ESM"1' ! / f7l overhonn', ONTRACTO TO SEE GENERAL. AREA SHALl BE CUT. ~O,T PUSHED OVER. THE 5" JDl-5B ~20" 0::. / . r~ ovet 3.1~ r--- I INFORWATI NOTE 119 ON SHEET STUMPS SHALL NOT BE"PULLED. BUT SHALL BE 274 27.4 ~ -1 I en \ / C01 F'OR PIPE REMOVAL / CUT OR GROUND TO THE ELEVATION REQUIRED 20" <. 5..27.4 ;'/V I ICE L B 6' c.I.f.~~ 4 ~ " .... 10' 9" 313 F'OR CONSTRUCTION_ fenc ,A , I ( 333 8" / 2B9 A.C.O.E. '^ f'-5f Jl1- 250 over 4 4 .......... ~ < I I I / 9'. 332 / 325 / 10"6" 13" JURISDICTIONAL UNE ;-5~ ~IS5 I 26 ~1' 2 "-.. conc 0 f~~ , A ~ "', ......... ......... '" h27 / 319 320 307 5.'5" 29" 283 277 ~~\ (""2 \~ 257~~~ over 1~1""",'..,~"" ......... '", ' " / ~ 17" 7. / 306 302 25 I \. "--~~t3~....... 2".~~749 2gB 2QS.. .....~ ,'" '......................................... III ~9-- / '" '"' ~ '.'~ ~ "'':-'" · \ ~23 )m "" II ~~~~~V[S~~,N~URING CONTRACTDRTOPROttCTTH1STRE:"; +~ !I~~~:~~~;' ~~ "?~~~; All / / 11.10" / DURING CONSTRUCTION IN ACCORDANCE ~~. ~ \ ~-2 \ f!850 280 29, \ / 28.6 , I 141m 334 335 315 WITH CITY OF' CLEARWATER'S CODE. ." 2)2 \ \ 'U' bs>R8 I V 27.52 retention / /. .~3 . " / S / PLEASE SEE SPECIAL PROTECTION REQUIREMENTS ~~ ~ . \ '- \ ~ INV 0 2563 / , Sf WITHIN THE LANDSCAPE PLANS. ~~, FIR 1/2 7" ....... ~o ') FIR 1/2" I 264 fm\.6.4 / ~ 22" ~"'~ LBJl2610 (>...... .>,"'0' ~ 297 (- - - ~ I'" / / ISITE BENCH~RK -I .; ",\'7 SF " ~- 19.73' J;ff3 \N.60 area \ I 303 BOX-CUT IN..\'" LL LJt -8 27c..{,~ \j;1l INV _ ~-~1 2896 289i\: - --- _ .) 1.~.! A~TE BENCHMARK)LSr{ / 10' UTILITY & DRAINA EASEMENT ~ ELEV = 2968 ..... V / INV = 22;1.\ 2413........ .7 '..., N 289 INV = 25 53 ~ f 'IU' SPIKE IN PO /Sf' Sf' SF ~ PER O,R. BOOK 5950, PG~l Sf Cl P Sf SF 6-~O ..u~ Sf Sf Sf t~eRl'l 9. .-+IR 1 I'l"-:::. ~~ ~lo1....... O)s I L1 \'-1'---.... 34__4/ 3~ -- 1// ,,0.lc.IV, )q 14 _ 285 a-.... __ RIft' PER O.R. t:)\, "G. u . B#261O 291 2815 .22 4'" .2810 ,2fT L --......)92 2lL- .1 ,/ T'If! "' ,....l:l' ......... _ _ !.- _ . .___. ..y. 9' ')7 4 91'3 'iR-: -;..., -r-- "::----;7 ~ -= ~" I 15 / ..... ., JIJ" A 'fD __ - h 1/ nn ~ "---- A 4 ~.....c: )<.~. 4.1. A A. 4.1. 0 A .(" 4.1 FIR121'P~r FIR1/L" . tA LJ .X. . / 4 " / ~ 4. . .I~)'; ..'Z~ \A:/ ~x. )'~ X ,"<, <~~""/\l'v.v\'y(< ~{a Jxt~" f:'rf')94 99 '1;' conc sid;walk . A 4.. d. 4 handtail~ A". A ." d LB#261O 4r---v LB#261O. / . I - A /. A 3201~ 3195. 31914 318~ XX 'A' L''t. ~.~:):fr.~~ );:} l< ';)f{}(X)(i1>4.~ '-- r -L . ~. d 4 I . ~ " U . A " /", / .<1', / , .... " ^ A, /'.... / ^, " 5', A ^ ^'" /Y... ,X,J . . ~" \ ". / 'cl ""J .v " ., my ! 29~'i ! 2' conc curb 2916 J 2887 'F \; / 3~ fj / /' ~(16.J / ~ ~:I~V t -ro~ . ~ \. ~8H 38 9j..J 2970..J 29.27 2895 32.27 / / 3177 98 _______~ \RIM ELEV = 2951 TOP [LEV = 2947 / TOP ELEV 'I 92 I W 21 '5 THROA T ELEV = 2858 A NOT SET = J ~ ~ INV = J P~VEMENT EDGE c 29.08 THROAT ELEV - 3114 INV S = 2234 INV W 23 77 2932 / OR FOUND ::tv~M~Nj7E~5E = 3155, 0 9 ~CONTRACTOR...JO_CooRDlNA1t4:vt1THFDOr....AND 30.09 INV E = 2101 29.55 -----=--__ __ 82 ~5/8. LB.li6~Q_ / 3232 31 72 0.OON,1.94'W)' / 3187 .... CITY OF' CLEARWA1J~ lOHR,{~ATE EX~ 0 (FIR 5/8. LB16540 TRAF'F'IC SIGNAL POLE. ALL COST TO BE 2.04'N, 0.01l) / INCWDED IN BID. COORDINATE WITH PROGRESS (FCM PRM PLS13612 0.03'S,5.01'W) 3208 31.96 0 3119 ENERGY REGARDING RElOCATiON PRIOR TO / 32 S2 0 ~- CONSTRUCTtOlf_---- - '-,- -- ,-- --- / ~ - B A RIM ELEV = 3520 I'"' - m' ~ o ..... ~ ~ Q) ~ Q) s... -- - / LINE L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 BEARING N 89.45'09"W N 02.33'26"E N 82.57'58"E S 72.36'04"W N 70.14'13"E N 82"15'47"W N 86.58'22"E N 72.51'12"E S 86.46'32"W N 73'47'14"E S 88.45'36"W S 84-30'10"E N 87"59' 43"W S 62.27'04"W S 64.05'31"W N 85"08'54"W S 86,3'35"E S 61,3'22"W N 71.01'27"E S 88.16'54"W N 88.44'35"E S 67"40'33"W N 69.35'24"E S 54.40'06"E S 02"42'39"W N 28.30'08"E N 75.22'25"W N 44,8'50"W S 65.32'25"E N 43.50'19"W N 01.30'04"E S 19.04' 49"E S 29.04'52"E S 46,5'02"E N 27,5'57"W N 63.46'30"E S 12"10'49"E N 31.14'25"W N 17"12'49"W S 84.53'28"W N 83.25'24"E N 49.50'16"W N 73.54'11"E N 33"35'23"W S 30.25'28"E N 45.19'25"W S 28.09'51"E N 81.55'08"E N 11.36'57"E S 00,7'22"E S 07"26'14"E N 10.53'31"W S 78.49' 47"W N 82.11'59"E S 84.33'21"W N 27,O'03"W N 09.59'45"W S 70.21' 47"E S 16-50' 40"E S 85.31'34"E DISTANCE 12.86' 8.42' 13.53' 15.35' 19.03' 28.52' 37.40' 34.93' 15.09' 24.16' 11.74' 13.17' 12.47' 11.28' 12.49' 14.22' 9.86' 34.52' 29.67' 21.08' 19.31' 18.24' 19.13' 29.12' 26.77' 21.68' 21.58' 19.31' 28.70' 26.53' 11.78' 18.53' 12.61' 30.60' 22.4 7' 13.05' 48.32' 13.29' 39.26' 30.37' 15.57' 18.23' 38.51' 39.10' 16.51' 15.28' 15.81' 15.73' 11.86' 23.68' 43.73' 29.59' 29.40' 13.89' 15.00' 17.00' 12.00' 10.00' 17.53' 12.71' ./ ------ / ...----- .358 / / II" / / /' /' ~ 3;3.- ~r 'to') .;;y /'0 J:t3819 I VOIMENSIONS PER CI TY OF ST PETERSBURG ~ /ft WA TER A TLAS/ ,. 8 / / / --~~ - m -- -~ V / 1/ / / LINE 1 (D&F) 2(D&F) 3(D&F) 4(D&F) / / NOTE: parking / / (-'24 (288 I \ \ \ '----- 282 - -- - - -"'28 5 _ ...---Yll-- - 31.0~ -,,-;- 6.lS -I ~- 15.' 19" /' ;2'85 I I / I bR 5 I \ area A 36- RCP WATER MAIN EXISTS WITHIN THE ST. PETERSBURG EASEMENT SHOWN HEREON. CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING WITHIN THE EASEMENT AREA. reten tion pond / ~.'277 33. 328 \ 26.71 INV = /485 -- - -~-~ -~ - ,_,---~~.~----------'-' -.,w-- -PARCEL B c!c _ ~ _ _ __ __ _' ___787 ---EASl,PARGq.4 -- - - - __30B lP .O.B_I Y' 2118 -30B .:IS .:IS ..39'" FIR 1/2" RLS#2311 31'_ _ _ __ .:IS V I S.89.~01.W:. 300.00 7R7 29 4'n'y r I t(I \ t,~ ~ 1\ '., ^"-. 308 23" 11 2~ 9 ';:27 \ \ \ b27 I , I I I I I I I I I I I I b27 I I I I I I I I I I I ~27 I I I I I I I I I .3584 I 3594 I I h30 I \ \ \ \ L3 I / I / / '331 13" \ \ r" I reten tion 299 293 28 I 7" IJ' 2R 8\ 29.8 19" 5.' 4'. 5" \ \ ~O 296 295 5.' I 28.7 9" -........... 10" 2Q 8 -282 " INV = 27.90 ~ ..---/ 9" ,9 SB Nb4 4 29 73 292 20" 33. 7 l / Js7 / / // 28.56 J 2857 29.05 / o o o cD 3029 2993 2950 2937 3298 I 2967 ---- 3319 / ;--- / G u L F T o B LEVAR ( ) R . 6 o s D I I I - 3253 3227 15 1.40 3090 3043 30 08 29.80 3275 ~3238 "" ~ soomr CF mE NW, 1/4 or SEcn", 17_~ -I _ _ - _....ll.J ....-- _--11.50 '--~..~ . 3103 3052 ~ CONTRACTOR HALL SAW-CUT AND REMOVE EXISTING WALK AND CURB F'OR THE CONSTRUCTION OF THE ENTRANCE DR a. IF' AN EXISTING EXPANSION JOINT EXISTS WITHIN 3 rEEl OF' PROPOSED SAW-CUT. THE CONTRACTOR SHALL REMOVE THE WALK AND CURB TO SAID JOINT. CONTRACTOR SHALL PROTECT EXISTING GTE MANHOLE DURING CONSTRUCTION. -I- 2992 ...------ / / ,- - <t- -~- 3018 LINE TABLE ~ ~ QI ~ o l:Q ~ " d 'i! BEARING S,89.46'01 "w, N.00'13'59"W. S,89.46'01 "W. S.00.13'59"E. DISTANCE 15.01 10.00 50,00 10.00 ,^" '.: = 12" OAK TREe ,..' . .~' - 12" IMLLOW TREE 1:~' ,') = 12" MULBERRY TREE .... - 12" PALM TREE ,. = 12" BAY TREE , .P = 12" MAGNOLIA TREE 1'. \- = 12" CITRUS TREE ~.' - 12" EUCAL ypros TREE = 12" SYCAMORE TREE = 12" PINE TREE '^ = 12" CEDAR = 12" ELM TREE , . = 12" MAPLE TREE .. .I = 12" WAX MYRTLE TREE , = 12" UNKNOWN SPECIES .. .. = 12' CYPRESS TREE ,., ~ = 12" PECAN I TREE LEGEND ASPHALT R 0 A 0 ~ 2' conc curb NOTE: 1. EXISTING SITE PLAN ELEt.4ENTS SHOWN HEREIN HAVE BEEN BASED ON A BOUNDARY AND TOPOGRAPHICAL SURVEY PREPARED BY POLARIS ASSOCIATES, INC. DRAWING NUt.4BER 0072366.DWG PROJECT NUt.4BER 007-2366, DATED 12/10/97, AND AN ASTt.4/ALTA LAND TITLE SURVEY BY POLARIS DATED 2/14/04. ~A qA Ll4 ~~~~&j~89 f I <'l ~ >9 ,J ~ .1 d d .j --,.U/---- .~--r----/...,L ~ " . ^ 4 . .~ --/,4L- ~ ----8. n L .:.::....- _ ~-r--; - r.s. 12.. - Too ~. H~.~4 I I I II !n ~ j P.P . A " -.<, ---2.. p Pr--~ "- f '- - IIsign- I ~31'~ ~ I I Ii A I \ SIGN W LEGAL DESCRIPTION: PARCEL A THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE CENTER OF SAID SECTION 17; THENCE ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17, N.00.19'21"W., 330.00 FEET; THENCE ALONG A LINE 330.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17, S.89.46'01"W., 346.30 FEET TO THE POINT OF BEGINNING; THENCE SOUTH, 133.76 FEET: THENCE WEST, 30.00 FEET; THENCE SOUTH, 27.00 FEET; THENCE WEST 20.00 FEET; THENCE SOUTH, 77.00 FEET; THENCE S.45.29'42"E., 33.24 FEET; THENCE SOUTH, 9.05 FEET TO THE NORTH RIGHT-OF WAY LINE OF GULF-TO-BAY BOULEVARD (STATE ROAD 60) AS RECORDED IN OFFICIAL RECORDS BOOK 6750, PAGE 808 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID RIGHT-OF-WAY LINE, S.89.46'OI"W., 285.89 FEET; THENCE N.00.19'21 "W., 270.00 FEET TO THE POINT OF INTERSECTION WITH A LINE 330 NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17; THENCE ALONG SAID LINE, N.89.46'OI"E., 313.70 FEET TO THE POINT OF BEGINNING. CONTAINING 1.81 ACRES MORE OR LESS. TOGETHER WITH: PARCEL B THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE CENTER OF SAID SECTION 17; THENCE ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17, N.00.19'21 "W., 330.00 FEET; THENCE ALONG A LINE 330.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17, S.89.46'Ol"W., 300.00 FEET TO THE POINT OF BEGINNING; THENCE ALONG A LINE 300.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID NORTHWEST 1/4, S.00.19'21"E., 270.00 FEET TO THE NORTH RIGHT- OF-WAY LINE OF GULF-TO-BAY BOULEVARD (STATE ROAD 60), AS RECORDED IN OFFICIAL RECORDS BOOK 6750, PAGE 808 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID LINE THE FOLLOWING: S.89.46'01 "W., 15.01 FEET; THENCE N.00.13'59"W., 10.00 FEET; THENCE S.89.46'01 "W., 50.00 FEET; THENCE S.00.13'59"E., 10.00 FEET; THENCE S,89.46'01"W., 9.10 FEET; THENCE LEAVING SAID LINE, NORTH, 9.05 FEET; THENCE N.45.29'42"W., 33.24 FEET; THENCE NORTH, 77.00 FEET; THENCE EAST, 20.00 FEET; THENCE NORTH, 27.00 FEET; THENCE EAST, 30.00 FEET; THENCE NORTH, 133.76 FEET TO A LINE 330.00 FEET NORTH OF AND PARALLEL TO THE AFORESAID SOUTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17; THENCE ALONG SAID LINE, N.89.46'01"E., 46.30 FEET TO THE POINT OF BEGINNING. CONTAINING 0.41 ACRES MORE OR LESS. EAST PARCEL THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE CENTER OF SAID SECTION 17; THENCE ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17, N.00.19'21"W" 330,00 FEET; THENCE ALONG A LINE 330.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17, S.89.46'01"W., 300.00 FEET TO THE POINT OF BEGINNING; THENCE ALONG A LINE 300.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID NORTHWEST 1/4, S.00.19'21 "E., 270.00 FEET TO THE NORTH RIGHT- OF-WAY LINE OF GULF-TO-BAY BOULEVARD (STATE ROAD 60), AS RECORDED IN OFFICIAL RECORDS BOOK 6750, PAGE 808 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAID LINE THE FOLLOWING: S,89.46'01 "W., 15.01 FEET; THENCE N.00.13'59"W., 10.00 FEET; THENCE S.89.46'01 "W., 50.00 FEET; THENCE S.00.13'59"E., 10.00 FEET; THENCE S.89.46'01"W., 294.99 FEET, THENCE N.00.19'21 "W., 43.07 FEET TO THE INTERSECTION WITH THE NORTHWESTERLY LINE OF AN EASEMENT TO PINELLAS WATER CO. AS RECORDED IN DEED BOOK 1465, PAGE lOS, THENCE ALONG SAID LINE N,36.29' 49"E., 283.14 FEET, THENCE LEAVING SAID LINE N.89.46'OI "E" 190.32 FEET TO THE POINT OF BEGINNING. CONTAINING 1.78 ACRES MORE OR LESS. WEST PARCEL THAT PORTION OF THE NORTHWEST 1 / 4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE CENTER 0"" SAID SECTION 17; THENCE ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17, N.00.19'21"W., 330.00 FEET; THENCE ALONG A LINE 330.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17, S.89.46'Ol"W., 490.32 FEET TO THE INTERSECTION WITH THE NORTHWESTERLY LINE OF AN EASEMENT TO PINELLAS WATER CO. AS RECORDED IN DEED BOOK 1465, PAGE 105, AND THE POINT OF BEGINNING, THENCE ALONG SAID LINE S,36.29'49"W., 283.14 FEET. THENCE LEAVING SAID LINE N.00.19'21 "W., 226.93 FEET, THENCE N.89.46'01 "E., 169.68 FEET TO THE POINT OF BEGINNING. CONTAINING 0.44 ACRES MORE OR LESS. SURVEYOR'S NOTES: 1. FIELD BEARINGS SHOWN ARE BASED ON THE NORTH RIGHT-OF-WAY LINE OF GULF TO BAY BOULEVARD, AS LINE BEING S.89.46'01 "W. (D&:F). 2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE FACILITY EVIDENCE. THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION. UTILIZING THIS METHOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR. 4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 5, ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO 6': IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, .::.!~t04UNITY PANEL NUMBER 125096 0017 0, EFFECTIVE DATE AUGUST 19, 1991. POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAl. EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOUL!; BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATE<.III THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY", 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS. DEEDS, ETC., WAS PERFORMED BY TH:~ FIRM FOR THE COMPLETION OF THIS SURVEY. 10. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMITMENT FOR TITLE INSURANCE, ORDER NUMBER 40198905CA, EFFECTIVE DATE: FEBRUARY 18, 2004 AT 8:00 A.M., ISSUED BY Hill, WARD &: HENDERSON, PA, 3700 BANK OF AMERICA PLAZA, 101 EAST KENNEDY BOULEVARD, TAMPA, FLORIDA 33602-5195, 813-221-3900. ITEMS 1-5 NOT A MATTER OF SURVEY ITEM 6 EASEMENT IN FAVOR OF PINELLAS WATER COMPANY RECORDED IN DEED BOOK 1465, PAGE 105, AS TO PARCELS A AND B. SHOWN HEREON. EASEMENT IN FAVOR OF OF CITY OF CLEARWATER RECORDED IN OFFICIAL RECORDS BOOK 5950, PAGE 51, AS TO PARCELS A AND B. SHOWN HEREON. UNRECORDED SIGN LEASE AGREEMENT DATED NOVEMBER 2, 1982 IN FAVOR OF NATIONAL ADVERTISING COMPANY, AS DISCLOSED BY TRUSTEE'S DEED RECORDED IN OFFICIAL RECORDS BOOK 10027, PAGE 409, AS TO PARCELS A AND B. SHOWN HEREON. EXCLUSIVE EASEMENT BY KENNEDY FROST INVESTMENTS, INC. A FLORIDA CORPORATION TO BAYROCK ENERGY, INC., A FLORIDA CORPORATION, RECORDED OCTOBER 7, 1999 IN OFFICIAL RECORDS BOOK 10685, PAGE 471 AS TO PARCEL B. SHOWN HEREON. ITEM 7 ITEM 8 ITEM 9 ."1(: = UNDERGROOND CABLE TELEVISION MARKER = CABLE TElE~SlON UTlUTY BOX = POIltfR Pcx.f = TELEPHONE POLE = COMBfNA 1/ON POLE (POWER/PHONE) . LIGHT PQE = COIoIBlNA nON ct UGH T PQE = GUY POLE = lIETER POLE = GUY ttlRE t," "'. = ELfCTRtC UTILITY BOX (TRANSFORMER) ~ . = UNDERGROOND POIltfR PAINT MARK R/W = TRAmC SIGN = TRAmc SIGNAL UTILITY BOX ELEV = TRAmc SIGNAL POLE STORM CURB INLETS I ( r.;> . r.... ' UNLESS omERIIISf NOTED I ,~ q, 1 C(JIC. = CONCRfTF rD.O. r. = FLORIDA DEPARTl/ENT or TRANSPORTA TlON S.R.D. = STA TE ROAD DEPARTl/ENT O.R. = omOAL RfCORD BOOK O/A = O'ifRALL P.LS. - PROFfSSlONAL LAND SURIfYOR LB# - LICENSED BUSINESS NUMBER S. wr riM.D. = SOUmrEST FLORfDA WA TER MANAGEMENT DISTRICT A.C.OE = U.S ARMY CORP or ENGINEERS P.O.C. = POINT or COMMENCE/JENT P.O.B = POINT or BEGINNING F.I. R. = rOOND IRON ROO F.I. P. = rOOND IRON PIPE S.l.R. = SfT 1/2- IRON ROO ct CAP LB.!6l1 J r.C.M. = rOOND CONO?fTE MONUMENT (P) = BEARINGjOISTANCE PER PLAT (D) = BfARINGjOISTANCE PER DESCRIPTION (F) = BEARINGjDlSTANCE PER RUD MEAS1JRE/JENT (C) = BEARING;1)ISTANCE PER CALCULATION SNctD = SET NAIL AND BRASS DISK LB!6"J FNctD = rOOND NAIL AND DISK 1(1' or CUI/9 flEV. 96.65 Fl.OllUNf or CURB E1.fV. 96.15 fOCf or PAlfllfNT flEV. 96.18 ~ 101' or CURB illY. 96 68 fOCf or PAlfllfNT ElEY. 96.18 ~ = TlPICAL SPOT ELEVA TlONS EOCf or PAlfllfNT ElEY. 9618~ (IF SHOWN) (}IOOHO flEV. 95.2 "+ I1/OONO flEV. 95.2 L': t'l P " 1;/1, ... ;,f ~: l' - ELEC TRIC METER " . = CENTERUNE = RIGHT-or-WAY = ELEVA TlON TS8 @ = MONITORING IIffi T S P ~ .~; " ~i /", _ ,~~ ',_ ,r -'~- '.';f~ -- = /.IlTfRm END SECTION = flARED END SECTION = GRA TE INLET ~"" ..,... "'V. ~";!'. = STORM SErofR PIPE ct MANHOLE (' IJ ,'( :'~ -., ".,.,.^ ., "~, -^.i:i'= SANITARY Sfllffi PIPE, MANHOLE, Q.EANOOT ct VALIf RC.P. = REINrORCED Ga-lCRETr PIPE C./.IP. = CORRUGA TED METAL PIPE P. V. C. = pcx. Y VlN't1.. rnlORfDE 0./ P = DUCTILE IRON PIPE V.C.P. = VlTRlnm CLAY PIPE j 1; L/ .. ." I, .' '1'1. ..... = GTr MANHOLE .., = APPROXIMA TE LOCA TlON OF UNDERGROOND TELEPHONE CABLE 11Im TrLfPHONE UTlUTY BOX UNDERGROUND TFLfPHONE CABLE WARNING MARKER i',' = UNDER!J?OUND TrLEPHONE FLAG . "17: ,; = APPROXIMATE LOCATION or UNDfRGROOND GAS LINE 11Im GAS VALIf, GAS METER ct GAS LINE WARNING SIGN ., ,,",," .. = APPROXII./A TE LDCA TlON OF UNDERGROOND WA TER LINE ~m nRE HYDRANT. WA TrR VAL vr ct I./ETFR .. .... = ovrRHEAD LINES = MAIL BOX .. = 6' CHAIN LINK FENCE SCALE f.;' l-" i ~ '- {. II/I. ~ ,I ',' ;\ ); 'j;C GRAPHIC 20 0 ~ 40 I 10 I 20 I ( IN FEET ) 1 inch = 20 fl. J '. "U Q) ~ ;Q ~ o I... Q. Q) I... o (I) +' c: Q) E c: 0' .iii (I) o I... o (I) Q) 0' c: o ~ o ur c: o +' o ::J "U o I... Q. Q) a::: "ti Q) I... o Q. Q) I... Q. Q) I... Q) ~ >. Q) ~ +' 80 I cJ ~~ ~~ 'Q =It ~~ .a~ U'..c u 0 fool. '-4 t u u ~U ~~ fI) ~ . U ~ ~ ~ ~ ~t::~U ~<~ ~ ~~ ~~ ~ .~ ~ ~ rFJ ~~ t:~ Oz Zo o~ U~ ~~ ~~ ~o rFJ~ ~~ ZO ~O ~~ ~ I... .e Q) (I) o Q. I... ::J Q. I... o Q) +' .iii "6 .~ 0' .C o Q) ~ +' o +' ~ V ~ ~ ~S ]~ ==It ~.ti ..J ci.l ....e. t'4 ""G cu ,.. 1'"\ ~ = ;.:::. ~ .~ J \.J ~~ cu '-4 ~ i t "8 a:ll' e~ ,g~ ~[i ~J :::~ ~E-t ~ 8~ 9~ 1'1' 00 00 NN '"' '"' ~~ -- 00 00 -- '-4 ~ (lJ ~ E ~ (lJ ::c U~ := fI:J ~@ ~ ~ = ~ ~ = ~ ~ ~ ~ .. ~ QJ . .. "0 ~ ,.e ~ ~ ~ ~~ ~U o .. ~ ~ (I) +' c: Q) E ::J o o "U Q) (I) Q) .c +' t ~ - ~~ ~ ~ ~ ~..... ~ o ~ ~N~ ~.J ~ .g N ~ ~~ 09~~~ ~::r: '€ _ "C:l N N ~U ~ 8 ~ t::'t::' f1J~ ~~5~~ 0' .~ +' o .C +' (I) Q) I... (I) +' .c 0' .C I... Q) .c +' o "U c: o '. , "l~ \'o'LC 'tS ~ o 4"PVC / INV = 32 47" 3565 ~ +' .c 0' .~ Q. o o (I) Q) > I... Q) (I) Q) I... ~ I.LJ :> ..... a::: ~ U a::: o ~ ..... i7l !a o c: ~ z ..... ~ ~ o (.) ur .~ 0' o o c: .c o Q) I- >- lD lD < ~ ~ ~ co N ........ ~ o ~ Q) +' o ~ ~ < o :;:; U) .:t o o N > I.LJ a::: o .'~! ">~ ~ ,".' ~ ~, ,. , '-.? :,;~~ ':;"~~ , ~.~~~-t;~ ~ ..... :> I.LJ a::: ! (I) ~ I- o ~ ! (I) o z < I- o ~ ~ U a::: I.LJ a. > ..... a::: lD < ~ ~ ~ <0 "- 8 a::: o ~ ..... i7l !a lD < ~ ~ ~ o I') ........ ~ o N PROJECT #: 050-001 +' .c 0' .~ Q. o (j DRAWN: SCP APPROVED: F AB DATE: 04/28/04 SCALE: 1" = 20' SHEET NAME: SHEET: C02 3 u ~~ i~ '6D It o . 00$ .a~ u~ cuO ,..~ f-4. '--- ... 1:: c1 cu cu ~u ~~ rn I ;'." :.( ,. ( , I: , :; .--. .....~./:. I I --------------1 / I -- I ' / / / ~ - / fj .': ' ~ /;R-t e6,/ 24" WHITE DETENTION/ I DUMPSTER AREA SEE DETAIL I;,. I "D T 4'R "'" SHEET FOR MORE INFORMATION N 0 NO - .d STOP BAR ~.i... ENTER" SIGNS / ~\ WETLAND I . <~ 8. ~~ v. ~ / ~ .. I .p / .p....f ~. ~",o I j/*,.... .~~...~... /CONCRETE RETAINING WALL I ~ (SEE SHEET SOl F'OR DETAILS) " I J CONTRACTOR SHALL I '. _ ~~ / 7 ~I U / v. .:~ ."-.' ~ ~~ """, CONSTRUCT 6' HIGH COATED 'P STOP SIGN..:. \ ~'" (GREEN) CHAIN LINK FENCE . ~ I ~ 5' RAISED CONCRETE I' . /.::..3 ~~~~ ON TOP OF WALL. I .{' SIDEWALK . ~ ~"""""~ . ~ I WHITE TRAFFIC _ / 11/ I / I ,t II II-':'! ~ I : I flOW ARROWS (TYP,) / / / /1 I / / @ I : ~ -'-' -"~ - D~ - D _~ __:..: ~~ ......... ~ I 4' ~", 10', ~ I j.' I 6' I 19' V 24' I 10'S' Sl ~ - 63' I iR.NE-WAY. SIGNS ~ -11 0_1/lj, t 1'7' f7'o 'I II all J t ~::"..,,~: L-~7-:-.--.~~~-~~,-~:~-,\1 , , \U ,I-. " "'" ~', · HANDICAP RAMP (TVP) ,," '... '." '" ::! 0 a ~ I \, . I rf HANDICAP RAMP cr4p) I 1.(.. CONC. BUMPER rn-- ~ ~ I.~.. .~:, (SEE SHEET C06 rOR DETAILS) '1:: t -:;2':: ~3::' '4c; III ~ i~ ~'1 .. ~// (SEE SHEET C, FOR DETAILS) J.' / G!JARD (TYP.) s~ ~ _ ' ..,' .; " '..; C), Q;.::;) . . '.. . .' I ~ .. I ,., i ' ~ I hi ~ ~ 0 I I ' I ,9.08 'I' 1..9.0o~ I 9.,00 I 9.00,! I.R?.... ~ I : 4 /",p / (~P)-.,,!' -r-m, ' ; " i I':: ' i ,': m~~;"! . I 5 /) _ I I / I _ \\ ~c". .... _.~_J ~_~,.._l" ____..4) ~-~';:! . .1 S E ,ft I - I ,1::01 f: -: }: !C' - iF~' ~ - ="-, 'c ...: -'--'- "-' I- ".X\~"~~//A1~/;////7777///;x;(/////III'r- oW . " · r :'"! ,~ :'"1 :~......--VEHICLE I I ~ F-;75 ~I / [11 . ..' . , iI,' I' IV' &TACKING " s;" ~ ~ rr::---1 / \ ' m ' ~ l i i i i :: : ili 1':'1 ' (;j< I I",p / II II ~ \ &, .t ' , BAN~/;,~~~\~N'ON - t ___: L-__J L, _J L__] : I 38' " I I /v.(.~... ., '.~~_/ ,~~~ I en E. \.!5' PEDESTRIAN S Ir-tO'..l r H..'-~ r.'I-t-'-., : .1.1-', J I ,1/ -"7 / ACCESSIBLE PATH t'i\-a I~~) r : :: :: ;: ; I I ... 3 .' 4. ^ <v~ LANDSCAPE MEDIAN AND a-. I I ~ '~', ! :: :: ::; 12' : &~ I 4.: ~ r ~;:-<<; ~~NT6:iT~D~~S~~yP} ~ ~ ~ \2; K'",,~ ~ "'",,\ ~ II : : &! I !! : i: I I II I I I I 'I I /// ,J: .: : if1 rl1 rlj~-f t ~~ I ~ :' i i i i :: i "' v*~ ! : · I ~ / Y j / ~~ '"'~ ~, I" :': :c=! ~===! le=,) \..c:'; "' tJ~~ ~i ! -... +- mOT ~E~r. ::RU 1..- / -0.; ~:~pW:~~ p4~'~" ,,;'1il~ t I;' ~--~ D - 11r~~ __J i i! i! ! i i - ~ / '. ..,'-1: ../ II ~ b I ~ GU,R(TYP) ~ ,; .~~ N v- <. d .. ...,.. -.. i I: !! ! i i !' I '. . I I...:.~ I "'~ .', ~. .. 'P , inu . . . .<.. 'Ii .-..-l-LANDsclPt MED~N: AND : ~ ~". . ' ~_., 6h,TYP! 'bL~AtSE[)-'-"-.. J "'0. \ i / I~ 1/ - 'I- ~ ' .'" CONCRETE CURB (lYP) ;p I I I ~ I III f5' 1- "'\.~.s~ FOOT TYPE "F" CURB &: , A / · ~ / ~ <:V / ff . ~ ~ lu'" ~ ,'~ f :-- GUTTER(TYPt--~~......,,::;;...... ~y.~ I -1 /! I' /- -~ - - r- 6::. ,,' i \1' 12' 3 · ," 'V~ ,,,/ - ~ ......-~--I I I I 'r './ /-+ I~e- -\-; -.~ _J "Ii~ - -%e--~ ..- - - ~ {- ~_~ -t;l--RE-fE~ ) / II ]I' - --;:;',SION ~ ReN- ~ ~ '. ,'f." I ~ /. -;;- ~,~/ A~ ~ ' u h /L I7TY -~w-~ \ ~ I I -.:.. '<~ ~ 1110 I ~~....o -- --~------, ",.,/"" y.. "' ~".j>. · : ST"" BAR " " . ". "3 SIDEWALK,' ~ ; ~ ~~: : · - - - -~~ -:-'.'~ ~---I-~ -.- _--II -~ / - - r-- - - - - .:...~ ~ -..7-,-,-:..:.....~-.._-,-...;-: ~ - - ---:- - ~ ~- - - - - - - - -.~ - - - - - - -~;- - -. T - --p~ - ~ "c":--.:.,.-'? --~":,-_.:",-.,...,..._.-....,..,,.. '-- -- I: ... A' It.... .. ..' C'.:':~H: ~i:1tt~."'t~P,' ~ f1(!(~'.'~' ';' . . -. -- - - -- -- - ~~ - -~ - - -. -~. - - .-::: :.;:.:....:.-: :--:::::; ;:., .'~ '" ';: :. -::.'~'~: '.:: ~.:: ;..-. '-::'- ~... .... -' -. - -. -. .-: .. ... ,P. ":':":._ :'_ . - - ._ . _' .... _._ . - _.... __ - ......_. "'_.._-'~.::5;'HIGH INTERLOCK 'RETAINiNG WALL SET AT GRADE. ".'r;,;'. ~'~r~-".' . ,...,.. U RETAINING WALL SHALL BE CONSTRUCTED SUCH AS TO PROTECT EXISTING ROOT SYSTEM OF EXISTING TREE PER FOOT INDEX 304 - . ^' ,., ,- . . (SEE DEVELOPMENT ORDER NOTE #7). (TYP Of 2) FOOT VALLEY GUTTER' . -" " . . 1ft,. PER INDEX 300:~::==::~ r....--....u"..."-. --". SEE SHEET C 11 AND TRAFFIC ENGINEERS I PLANS F'OR WORK IN RIGHT-OF-WAY AND ~ SIGNALIZED='~:'~'='=:~ I INTERSECTION REDESIGN. ~ .. .. -.. . - ... .... --~--~ , INTERSECTION. .,,-_~. I I .. ., - - .,~ I I ~ ~ tf,... ]~ r=:lt ,t':U. . .~ ... ..J till.. ~ CC ""G cu ,... ,.... ~= ... 1-4 .~ . \,g cu~ ~~ cu ... ~ P b \.: I J , ",~ .. ....1 Il, .~ .:..'\ -' .~ . I. . '. '''', , ", GRAPHIC SCALE r.~':- " J. " F .~, I... H '"il ."'" .~, ',' , 1 q' \.~ [' r ;! " ,\ . '~ .1 -' :; :, ~ ; '~ 10 I 20 I 40 I 80 I l ~ \' " .r..- \,',','",r. . ! ~ I' I I I ~ Ii ! : ~ . I . . i ; ~ ! .,' ; 0_ ,'. ': ..1 il p .' '. I. . f';~_""::' _~.r:-_t.\ .~.~.}. " I-~~'+ -..~;..~' ~0 ~.. ~ , '~.:3' 'i 11 .' .! ( IN FEET ) inch = 20 fl. ".'..:'1. . ,. ~ '"! J .;- :--- . - -- J " ~ ; ~ -: .:::: -- I' ,i r.' <' I\~"'l (., -ci Q) ~ ;Q .c o ~ a. Q) ~ o en ... c: Q) E c: 0' 'in en o " " " " ,...., o a:: ~< (.)0 ~ \l ~ .J. I ~ .. ::-3,:1 ------ ---------- . U Z too-4 ~ - - - _:.. ~ ....- - - - - - - - - - - - -.. - - _.- -. ~ - - - - - -- '1 I I 3~6f I I I o ~ ~ ..~ Q:: ;~ ~~ -. GENERAL NOTES: IBl -&- -- / _ _ '-- -L-- i ~ '8 ~~ ,g~ ifi ~~ :::~ ~E-< t-- - _/ I I I I I I I ,.. 1. ALL DIMENSIONS ARE TO FACE OF CURB/BUILDING, PROPERTY LINE OR TO EDGE OF PAVEMENT. ALL TRAFFIC SIGNAGE/STRIPING TO COMPLY WITH THE t.4ANUAL ON UNIFORM fI) ~~ ~> F-c= fI}~ ~fI} ~ I 01/ ~~ Z2. . .\)..' @ ~ 8~ r-M 9~ r-r- 00 00 NN ,....,,...., MM -- 00 00 -- I .... 2. TRAFFIC CONTROL DEVICES (MUTCD), CITY OF CLEARWATER AND mOT STANDARDS. 3. PARKING LOT STRIPING SHALL BE 6" WHITE PAINTED. 4. ALL MARKINGS TO COMPLY WITH THE mOT ROADWAY AND TRAFFIC DESIGN STANDARDS, t.4ANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND THE CITY OF CLEARWATER LDC. STOP SIGNS SHALL BE 3D" HIGH INTENSITY STOP SIGN (Rl-1). STOP BAR SHALL BE 24" WIDE WHITE THERMOPLASTIC. 5. ALSO SEE GENERAL NOTES ON SHEET 'C01'. 6. CONTRACTOR SHALL SAWCUT ASPHALT PRIOR TO REMOVAL OF ANY CURB IN R.O.W 7. WORK WITHIN mOT R.O.W. SHALL REQUIRE NIGHT LANE CLOSURES WHICH SHALL BE CONDUCTED BETWEEN MONDAY AND THURSDAY FROt.4 8:00 Pt.4 TO 6:00 AM. 8. CONTRACTOR SHALL REMOVE AND REPLACE ANY DAMAGED SIDEWALK SECTIONS ALONG PROPERTY FRONTAGE. SIDEWALK SHALL BE REMOVED TO CLOSEST JOINT. 9. CONTRACTOR SHALL NOT CONDUCT ANY ON-SITE WORK UNTIL A PRE-CONSTRUCTION CONFERENCE HAS BEEN HELD WITH OWNER AND STILLWATER TECHNOLOGIES INC. TO DISCUSS THE ENVIRONMENTAL CONDITION OF THE ADJACENT TROPHY CLEANER PROPERTY. RETENTION ~. -P / - I I' ~ o en Q) 01 c: o .c o u) c: o ..... o ::s "0 o ~ a. Q) Q:: -ci Q) ~ o a. Q) ~ a. Q) ~ Q) ~ >. Q) .c ... ...110. I: "0. ..".. " . I I I. .9. I I I. I' I, I I 50 I' I: f 10.5' I, ~ ~ ~ ~ E ~ ~ = U ~~ := fJ) ~ ~@ ~ ~ ~ ~ ~ ~ ~ ~ ~ F-t Z ~ :s ~ s~ ~~ ~ Q ~ F-t ~ rI) I: I, I: I- j: I I: & ON DRIVE THROUGH SHALL BE A MINIMUM OF 13'-6" IN THE I. I, I I' .. ~ q) . ~ "'0 ~ ~ ~ ~ ~ >-q) ~ ,...-4 ~U o ~ ~ ~ I; I' I' I: I OJ o DEVELOPMENT ORDER NOTES: I I' RET AIL .c .2 .c ~ ~I SIDE; SETB~ K I CD 01 1. THAT A FOUR-FOOT SAFETY FENCE BE PROVIDED ON THE RETENTION WALL AT THE WETLAND AND THAT THE FENCE BE NON-CHAINLlNK MATERIAL. 2. THAT A fiNAL LANDSCAPE PLAN IS SUBMITTED TO AND APPROVED BY STAFf PRIOR TO THE ISSUANCE OF ANY PERMITS. 3. THAT FINAL, DIMENSIONED, AND RENDERED ELEVATIONS FOR EACH BUILDING/STRUCTURE BE SUBMITTED TO AND APPROVED BY STAFF PRIOR TO THE ISSUANCE OF ANY PERMITS. 4. THAT THE PROPOSED RETAIL CENTER BE COt.4PATIBLE WITH THE PROPOSED BANK/CREDIT UNION IN TERMS OF COLOR, ARCHITECTURAL STYLE AND MATERIALS. 5. THAT ALL MECHANICAL EQUIPMENT INCLUDING HVAC ARE SCREENED BY ARCHITECTURAL ELEMENTS. 4,700 SF ~ ~ Q) en o a. ~ ::s a. r I: 10' I' ..I SETBr~ ; Ii ~ ~ I I ." , 1>- (. , I . 11' l I . I Ii I: ~ o Q) ... 'in C .S 01 'C o Q) .c ..... 24' 6. THAT THE DUMPSTER BE FULLY ENCLOSED WITH A WALL MATCHING THE PROPOSED BUILDINGS !N TERMS OF COLOR, ARCHITECTURAL STYLE AND MATERIALS. THAT THE ~r-INCH OAK TREE ALONG GULF TO BAY BOULEVARD BE PRESERVED UTILIZING ALL PRESERVATION TECHNIQUES AND THAT IF IT SHOULD DIE WITHIN ONE YEAR AfTER COMPLETION OF DEVELOPMENT OF THE SITE, A TREE REPLACEMENT PAYMENT WILL BE REQUIRED AT $48 PER INCH OR $1,392. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF RETAINING WALL SYSTEM TO BE USED AT THE POND WITH THE EXISTING 29" OAK TREE WHICH WILL BE SAVED. RETAINING WALL SYSTEM SHALL CONSIST OF PLACING WALL ON EXISTING GRADE AND NOT RELYING UPON EXCAVATION OF ANY KINO IN THE PROPOSED AREA. CONTRACTOR SHALL RECEIVE APPROVED RETAINING WALL DESIGN fROM OWNER'S ENGINEER PRIOR TO BEGINING CONSTRUCTION. 8. THAT ALL ;..I~NAGE MEET THE REQUIREt.4ENTS OF CODE AND BE ARCHITECTURALLY INTEGRATED WITH THE PROPOSED BUILDINGS IN TERM Of COLOR, ARCHITECTURAL STYLE, AND MATERIALS. & I o ..... ~ ~ - ~~ ~ ~ ~ ~8 ~ ~ N ~ ~~ ~ '8N~ !::j~ 09~~~ ;;;10 ~_'ONN ~~ ZB tir::::-r::::- fI}~ ~~5~~ en ... c: Q) E ::s o o "0 Q) en Q) .c ... I I . . '.. '; ~ '.~ ") .1'\ .-t, '7 't>C 01 c: :;i o 'C ... en Q) ~ :1 :1 en ..... .c 01 'C ~ Q) .c ..... o "0 c: o SITE DEVELOPMENT DATA: ~ !.oJ ::> !.oJ Q:: ! (I) .-s I- o ~ ... .c 01 .~ a. o o en ~ ~ Q) en Q) ~ ! (I) o z < I- o ~ ~ U Q:: !.oJ Q. :> !.oJ Q:: & Existing C 96,702/2.22 (100%) 5,701/0,131 (5,9%) Proposed C 96,702/2.22 (100%) Zoning Site Acreage (SF / AC): Wetland Impact Area (SF / AC): Wetland Creation Area (SF / AC): ~ UJ ::> !.oJ Q:: ~ !.oJ ::> !.oJ Q:: 4- ...::... - - -:. -.- - - - - - - - ~ U Q:: o I.&.. !.oJ i7l ~ ~ U Q:: o I.&.. !.oJ i7l ~ 5,420/0.124 (5.6%) o c: ~ Z !.oJ ~ :2 o (.) Q:: o I.&.. !.oJ i7l ~ Total Impervious Area (sF): Building Area (SF): Vehicular Use Area (SF): Sidewalk/Other Area (SF): Total Pervious Area 0.0 (0,0%) 0.0 (0.0%) 0.0 (0.0%) 0.0 (0.0%) 96,702 (100.0%) 58,395 (60.4%) 11,300 (11.7%) 44.200 (45.7%) 2,895 (3.0%) 38,307 (39.6%) INTERLOCK RETAINING WALL u) .~ 01 o (5 c: .c o Q) I- . .~: l.N~R~~~ I I . -. - ...-. -I'. . ... I .., /-.-. I / .; I I /.., ........ -..- -../ I ~~/~.., . lD < I.&.. lD < I.&.. lD -< I.&.. lD < I.&.. >- lD SEE LANDSCAPE PLANS FOR SPECIAL ROOT PROTECTION SYSTEM. CONTRACTOR SHALL BE SUBJECT TO ALL FINES AND FEES IMPOSED BY CITY AND/OR OWNER DUE. TO INADEQUATE PROTECTION. AND FAILURE. TO FOLLOW RECOMMENDATION OF LANDSCAPE ARCHITECT. . . ~ . ~ ~ ~ :ri- ~ ~ ~ ~ ~ '- . . III ((l 000 0 I I I ..../. I I ~ Q) ... o ~ SETBACK CRITERIA: Front-South (Gulf-to-Bay Blvd.) Required 25' (STD. DEV.) 15' (FLEX. STD. DEV.) 10' 10' Required: 15' 5' Proposed 15' :;i (/) ~ o o N :> !.oJ 0 Q:: N ,." ! ..... . .. ... ... ... -., ..... I , I ! I IL ..~' 11 ' 11' Proposed 15' 11 ' 11 ' Sides-East & West (Commercial) Rear-North (Commercial) LANDSCAPE BUFFER CRITERIA: Front-South (Gulf-to-Bay Blvd.) Sides-East & West (Commercial) Rear-North (Commercial) LANDSCAPE AREAS CRITERIA: Interior (12% of VUA) (SF) At Buildings from R/W PARKING CALCULATIONS: ,,'" .t.. .,~ i'< ~J"~">" ..." "";~'" PROJECT #: 050-001 I ... .c 0' .~ a. o u / . . 1'. DRAWN: SCP BOULEVARD ROAD 60 STATE TO BAY GULF NOTE: A 36" RCP WATER MAIN EXISTS WITHIN THE ST. PETERSBURG EASEMENT SHOWN HEREON. CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING WITHIN THE EASEMENT AREA. APPROVED: F AB 5' DATE: 04/28/04 Required: 5,304 5' width along R/W Proposed 5,570 :r10.5' 1" = 20' SCALE: e::: lOW >-m> ~e:::~ (/)<(0 II I SHEET NAME: ..~ . ~. I ..' " ~ Required Proposed C03 , ' "Retail and Services" 5 spaces/1,OOO SF GF A 76 58 11 ,300 - . [_:...:.:. ~ - - - - - - - - ;,r-,-";"'-.- - - -:.;-:.0- - _....:... - - - - - - - -'-:- ~- _...i:.. - - - - -.- -1:;'- - - ~ - - :.~ - - - - - - - - - - -- , " f:-:': - "'- : -~'.--. .-' -.. ~.r . -. ~ . . - H. :!; ~: : :: ' . .' +-:. ,':' , . f' ;.... ~ n.. :'~ ";; , . r !. ! I' " I' \ I : I " ,.' , I I I I I I SHEET: 4 per 24 spaces) 4 4 I i I I n~!: ! I' 1/ : I. ~ ',... ; I. )1 ,. 1: " , I .H ., ,..,,' .?~.;. ,. .".-+~~: ,. - ():1 n 'it p" ,) ~ ;'7 I:. ';'; 1~ ,:j .;r .'. ~:i~ '. :: I : I " " . . , .,/ :.:.~ :, ", . ". "", 1 : ',',. ,. :: :.....::' " I V'::d'r:;i/""'):, y,., BR'CCKO~r,:'~c~g:T6~ ...., . 1.. .,'" ~:': .', ,,' (,," ':'.':~;, ,_. .., .. .1..:. _ .~, '. v' ". ~3'., !. . ~:;..:.:' 'c... . . _/., :-;. I.. :' . .. ; :\.:._".~ ': \: EX. PIPE TO,_.~.E7T , ~;."~..~.........."''''--_..:.-~......:..._~~~:...~...,,~...'"~"~..,.'''_.,,.".,~"'....::~p..,':,.':...;"--,.~.~~..M ~..~~:"'~:~'...~ n ... :2\: : '~.."":~ ..:; " ". ~,~,t: '"-"'/"',...........'"'''',,/.....:~L''' ~... ..."':~""::~~...~.. ~~.-I.....;:'.,.~.- .,"'. '.' ':, ..;!'~.,..'!'r:<:Hn/.l" 'I" :,r , '-co. . FOOT TYPE II SILT FENCE ' . . ~.no.....~~.~..,....''''v~~,~~.~~._....~'''..:., - ~~$.,,~"...=,~.",....,"'''~'''~"..~~....."~~,.J....'''-'''......~t'~':'':.Y'''lCONTRACTOo/!O .,' '. ''','r...;;i:'''''' t. ~':'''''. .... PER INDEX No. 102 (TYP) 5 ' ..."".,.... ""..~.. , BRICK AND t.40RTOR -.. ' . 3", n.'. ..... ... .,j ...... ~ . \::!:.,0 _ .0' DRAINAGE EAS"ENT~ -10.00 :; )1'; ;~' .,'. ~TS 3 \i~' I ri~~~~~~~t::~,~!X:'.-;,"-"' ""~S'~""' ~..._-_.."._...~.."'....... -:.~'.:' ~15.'...r,-..,.. .."w.._,~.,.,~~'..,...""m......,~~...,.,~...,~ "'~"? @~--=._~.-_..._-__--~--_ _ __..-~---~--~--"L- -- ----- ---~~--- -= -- -=- ------.---.--------- - - ", . ,__ 5 -.:lIlii --:-_ -_. J -_ -.- -.lIS -,a -. -~-.:IS -.:IS -:IS JIB .-: _.-: -& ... -.- -:IS -.:IS -- - ,: :"'.. STS 2 _ _ _ _ _ _ _ _ _ _ _ _ ________ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 33.10 I .- ---" STS 8 1\ ( " ' " --~ .," , Ul 13' 32.60" .. ST5 ~ . . -- I .'" / _c~--:-T "I . ~ 30 f . ' DRAINAGE EASt.4ENT .80 '. . "~ _, .. , '..", ,.' I ~I.' . :i: RET~~T:~N /;~/~;~$I, ,,~~:g~i. I I /3r:~:,. '.. 3~:~~~. . . ~_' €3> ;j ...~ _ !;~.OO' II -'- ~ ,-" . I 1 32.56 STS/4" "" ~, : ~ \. I !( "\j _T 4-t~/ /32.30 h._ 32.06\ , . CONT~:gT::~r'::'DE DETENTION/" ....... - I:,",,' ',' ,., fill i :J ~) _ 33.06 ~€S=~ /. I ~I ' OUTf.T INV. 27.5~ ~ETLAND ill, ..1 ~: \ \ ..' -:- - ;1~~3\ "-::~:~g - 32.56 / jA~:~~ ; "\ _ .. ) ~~:~: \ .-I €~~ , .. - ---~ -M-..!~ II:" 11:11: '-I: 2,,'. '2,.4'''5' ~ I )" "-32.52 (1f~~'" ~''- ...~~~~~~R,NT~ :~~Vi ~~ "II" ,.".. Ita. . oJ / ~~1f/ >:'n1: ,., L;~Jl~; ~~:~~, ,_ _~ OUTFALL Al'-U. ~ U. Jl \ ; , ~f~ i ,," I I~ ", / I 32.64 .. V' ~~:~f-~-f3:36 ~ ~ ~~ ,..' ':' ii; !Ii~: "', ~)~:~: I {:1~'" :~D; · 13~'50 I I / ~~:~ ~~'kL~ -1- -2- - 0 -- ~ - '~'{~::~?;~~.~~ \~~ ii: ~.i-- : " ., I I 33.00 ~ 33,00 I 33-06 "e-.- I I 33.il6AND GUTTER (TYP.) 33.15 , ' ,. , llCi FlN~K~A~~..33,80 ". ,"" -,~// ~ / I /., I I ~~"lor~i:~;~i .... " ~23.30-_---133.2~! - ~~ !'. :I~ : J'" ..' : J.383 33:7D:--::- ~" , : I ' : L~ i ". I f33,l" . ;./. ~~:~:-"" ;, 1~'33 '..' ; 33;20"- 8. n" . ' ,..." il. I! : ill !'., :/ ~:7:'/ L3'13 .. / 1,1' ) }" '~'.:" -- ~:- "--- ---: -.! : ih' .~o ... ',I::' \;13. I'~' '" :~! 1 .. BANK/CREDIT UNION I ' :~: i / ,I "- 'l~:~g I ~ o. ,',:, ." I '1, 1 '" .. " 33.70 8 FIN. FLR. K h90 I' 20' DRAINAGE EA5"ENr'-'~ -:' ': ;."..:: : , 11= i.. . . /' ~I'.," ., I, E; 33'2~J>-} '" r \33.63 .." '.33.00\ :'.. i1 n: 'I' I I H ~ : 33.6i/== I 33.13 'I ., ~ >.' "'.7 ' : I .i-!:- ~ 'r.; I: 33.18/f-- I ,.,,' " ~':.. ".:,\~r_,.,~ .' i ~33.60,,/ ::,.:;/ ".;P:w 'I:" ctJ \ :::: ~= :\"" ..: "1 I r:I':~ . .I:r.'. V \ . '.. ."~__J \33.70 ; 33.1<4 I . ~::J7 .'" 33.-42. : 33.50 I I " ..' ) -it-j '133.20' /! I> I 33.25 33.25 321e2.x.,. /33\09- ,,32.70 33.60 1~,0 1 ",'. "C' C"", 10.00 ,.. ,. , '33.47 )) 32.7,3 \ 33.10........... I 1.. :.,,, . ". - "- 33.50 I. I I )... #.rJF'r'.. ~ 1,3 :10 -:"- ~~:~~ ., /,1 I .. ," : ;' 1-"----. ~ 20,0020' , ~ --~~~:~g ;31>'0 ~)/ ~~:~~ / I I RA~~6 h~ T;y;;)d A i ( : ~ _ _ _ 0 ~. -0_'.: 'I2t"~ ~." ~'~ J ~~:~~.." 32.8"\ / 32'5~ ",,~I ' : '~ b I , foAONTD TGYUPTETE'RF' (CTyUpR.B)1 ~ /;/ .\. ,J. /73.2.32 "., ~, ~. 1(,."m ' ::' 0-- r (".../ " ",.) :'":'iN~? ~~, 5~Lci2~(~c;.) i:~ )I 33.35 . ,/, 32,80,_ Y I .~ it.~L ~ _ ~~:~~ ~ ~ 33.80' " SEE Dr~i::~~i~~(~;~~ \:~Vj ~ roOT,:6:~ ~o~'~6;(~~~) , ".11 ""......32.85' I . ....~ .~~. .. ~~ "32.,,:'~~~~:~~ I 33.20" &. 33.30 '~: ;' 32.1011,,\ \,: , I _ 33.~ / . '32.10 '''l~' I~.. .'. ~ ~ 3.1 =:J; roOT TYPE '0' 6" ~h'( ~;'33.48:-i.Y' .,.. " .' \ - : '" INTERLOCK RETAINING WALL A. ; I' · , . ~ / jrv K~ L 2.69 == 33.26 RAISED CURB (TYP.) " F., ---- 32.98 ..',' /. . I ' , 3350 33 11 r! f3\ 32.20 33.70' \~ '~ ...1.\ ~;l....1 CONTRACTOR TO PROVIDE I /r~/ . . )"' :"'\ "nh2.55 ----=: ':.; (T P) ~' SILT FENCE AND HAY _. f'y 33.00 32,.60 I ^ \ClOJ ill 32.76 33.20 . '---<00... -----~ .. '-- 1 B LE , V3' ~ STS 16 . ~ I' I ..., 1 A S AT PIPE INVERT TO 1 1/ / ~ 3 '.._ : .~~ ~ '7n . PROTECT FROt.4 SEDTlt.4ENTATION Ilq .. 1/, ,." RlffENn --- · ~ --- 33.0<4 F~~1 r;~iT~~' (~:.~" : (\ .....--~~ ~~- .. ITh~- JC ~ ..' , ,. BEING TRANSPORTED 0 FF -SITE . I I 1'\ ~~~'rstS In I) 32.25~ ~ l RETENTION ,_ /~5<4 32.60 '\: ~~~~ ~ / ,-- ~" ~:.., ., ,~ : I I 0 /~) 'fY HIGH P)INT if. :: --' / 7i -' 33.65 /' ~ I f!j I 7 I' .' ;.,' ':':'.., """>:;'" :.:-c. (.f :>1..,., .., '~ ',w, :~, ,,, I :~ -"(" JI'\.m~ ~~:~~ ' ;,~ ..' '~5 ......./ J/! ~~ ''''-- 33.10 ~.. .. 33.15 .RI" r-----l.'--1i1: - ' I -;;;.';- .,,-~ I ," ,," ,,~I ':.,ie. : ~L 32.02 ~ \ rA 31.12 _~ 30.56 31.02 l:";' .' 31.90 1,# --:. ~) :a.::...,~..a;' ~,~: ' !!.1~""'" ,:" :..,:~ I:: ~";,,k -I.l.-~_._ !'--= f-=-~~-~' ~-:--~----:-- ~~- ~-. . __.!::u..LI__-:.L--:..l!:~--'--=- ...-=-=-,,= '--".~'!',-~~i':..;:--:.<,~~...\., )~,~ ~--1-~)~,-::--.~--- ---- . ' ; :/' .. l'I'i .- . _ . -. . -w - ..,. ',w... . -. .. .-'f;... _~;,-., ,l ' ,j . .. - .i', ..; -. _..J,.... ..- - .. ,,' . '... - :'r . I" ,'. -. -, . ;,r,. ., "," l~TS 10~..,CONT...,..TOR SU"'[.CUT.' 1 '. ..ll.! '. ".<::~ C10 r: ('()f'\', t;I'::'1'".l':V I J .'\' ~ "1'\'-' nAL . ' . - . - ... - . ( ). .." " .. ' ./.. ... ... ......~~"';:~:.....rr~"':''''"'.-.'':'.~.....:~"''~.~...,...~...,ew.......~-.;-,...~._..:.::.-,~,..,:~,~-.v."~",,,,',-""''''-:~'~:-'''''n'':-,~''''''''''~ ,p."".",,--, ~PERFDOi AND TIE-IN EXISTING 12 J",~.::.i;-~:!...'../I' .,.:\,~,:.7,:{)j";, \31.38~, 31.00/ :.:.s:;:J 30.47/ I ,~ . ... .,\;j, ::.<. . ;' "(I".,:r" i .~~,..,., ::~7' \JNDtX 232. PVC TO NEW I).B.I. . . ., ,~I.:~_ ';r;~e'. --.. ~ .-.10;; '\;..' ';0.....1' .. .... ,:.).1. .' '..~< . \~ .. '". ~ ):ONT.'-c- - -.. ". ,. --." ---,..-... ,-... -. - -. -.- ~. -- -.... - --, ---- ---.."... , ,- - - - ----- -- - - -.... -- - - _..~ --- - -- _u___ ------- - -- 0',,- - ------ --- - ------ -- -. -".. -""", ,,- - - -- -- - - .--- - . -- - ' -- - -- :C___ --- ., . - -.. -----. -" -'- ----, , F TRjfi~W;!~i~if~~,}1~:fr~~~ .. _ ... . . }!,'i)'!}i{) ',.. " , ~l~~LOCK RETAINING ~ ~ ~ ~ ~ ~ !'."" ... . .. ' , ... . .... r" - ~~: m;",y6.,\17:?f I: ,,' . ~~P ~~ ; f.~:~" - ,,, , -." .,' I IfF-SITE (TYP) ....' H ~~, : CONTRACTOR TO t.41INTAIN HAY BALES L! .. _ .. _" ". IN fRONT OF EXISTING INLETS TO I I '.1 ':' -; ,~': '1."' ~ - W'~' -., - :'1 ') .n'" '.' PROVIDE PRoTECTION FROt.4 THE : ;:: , . ,. ..... .. ..... ...,. ...... 0 ,..... ....-.......--....,..--.. BU. ,.. .. -.. _m ... ,TRANSPORTATION OF SEDIt.AENfAtION. ~~~.. ::~:: = :~ : i OFF -SITE (TYP) : :-' /-' I I f r: It; .\" ,.' '... .:,,' ,. ." . v. .. .0._. - ~.: :" "1 I ~. . H/.j ...,.. .,./ =:.:= ~~. ; .' ......... .11: .,. .... . ...11 ".;,': ',' :'5 ... . . _>/< 1/-- _ ~.____''" _ __ ~=,==:=,.J" ,~~; ~ _ .;: _____ L .~.... . .. _" _ J~ '"' - <l'_' __... .... ." .",.j, ;,;- ~ :3 ~ , f. ~ :t ~_, I .'! ~ ~~~ . \ . I g . , ~ ~\~ ft f H!M:::29..',f ' ; m~.:..~~.::5;?I.~G !tN. ~~.. 22. i:: ~ "j\, E..~.iI.:.1 10\'. V;, :;:.!.~.. r I ';\I . ',~:::..2 .i .') l ,,;r:.' "'(....0 ~ ,,.~.. ~;f" i= '\. "'... h ~ ;:. <" ,.'f ,; .:_.....,;~ "'::'.' "fI'._:l"tt." '~,'r~, _,>;::...,....."",,~, "Oil''''''''''''' -.rl po. rr'~~' ;{OM""" ".N<1.-.'Il, 'M'..... ;~M ::.~-~ ::. ~~r'.~'f' ,l \ o. ;.11)'/" ., " ,. ., ~ \ I *': , j . '''' f;! ;-:' ; ~- j ~ I "~ Ji '~' !.. ~1,? 1 l,~_. ~ : (' .~ ':, . ..oJ .': . 1 f '7': ; ~.) :', rj """ GRAPHIC SCALE :', ~ 20 I 10 I 40 I ( IN FEET ) inch = 20 ft. '.';:-i~j 80 I ~':^' '.'.' -......... .._......_.~:".:....~r-'.'l;-..--.__.,,_...... "7'''' / .~:#... _~.J___..".::.:.,_~__''"_.~~".,...."''7,,~~:-.~~.'..,.._. 1''l \iY" / r ~~~ ' " ~- r--~" -- --,_... -- --,--,-- ,/_..--' '~-,_..._- ---...., ~ I 10' DRAINAGE EASMENT f' itEr All I I II I .. I I NI 7 I ,~': ~ : I.~, , - V" I I ,. :..! " .., , .:1 'j s :.i i <'i."' ' t .". I "r-f Yk " c' ..._ i if: '.~ 1 STS 9 '.' : ') . '~ 33.70 / 33.20 . , ~: /) J ~;. L .'.0.~; :'l" REt.40VED EXISTING t.4ITERtD END SECTION AND ADD +1-6 LF Of 24" RCP FROt.4 EXISTING 24" PIPE TO NEW t.4ANHOLE J.\l ~ . '.I .' ~- / "..-.;., DRAINAG E;"'ENtT .';; -7 .:'~ . ... . . . IWIK/CREDIT UNION , :'*;o~'''''''''''1" ".. I, I,.,. ....'. '-, ). I", j, l!lIJ !j: t , 't Ii J~ "..1: DETENllONl WETlAND ,-- SE t I; I "1, ...,,~..;r. ,. _ _ _ _. .._;lJ";!"'" -.J t '. ". r' '..:.:.l:""W~~' ...;, - . '.: .~.":...,,..=..=:,t.~'r;~t~;:Z::, ..' '. -~ . J...' ~ ." ,_ ,," - . r,. ~ ; 'V.,.. - - ~,f>;--. DRAINAGE AREA MAP BASIN DATA TABLE AREA .; ~. I I / i BASIN NAt.4E N SE S SW Sf 40,350 22,324 18,634 14,656 AC 0.926 0.512 0.428 0.336 CN 96 95 96 93 STORMWATER STRUCTURE TABLE INVERT ELEVATION IN OUT 30.24 SW 30.14 NE CONTRACTOR SHALL CONNECT STRUCTURE STRUCTURE STRUCTURE NUt.4BER TYPE TOP 1 TYPE P - 2 t.4ANHOLE 33.00 2 TYPE P 2 - 3 t.4ANHOLE 3 TYPE P 3 - 4 t.4ANHOLE 4 TYPE P 4 - 5 t.4ANHOLE 5 TYPE P 6 t.4ANHOLE TYPE P 6 - 8 t.4ANHOLE TYPE J 8 t.4ANHOLE TYPE J 8 9 t.4ANHOLE TYPE J t.4ANHOLE TYPE C INLET POLLUTION 31 .33 CONTROL 1 POLLUTION 32.00 CONTROL 2 TYPE P t.4ANHOLE TYPE C INLET t.4ITERED END SEC. 1 6 t.4ITERED 16 - 17 END SEC. 17 t.4ITERED END SEC. POLLUTION 30.83 CONTROL 3 POLLUTION 31 .30 CONTROL 4 30.00 E 33.00 29.86 S 29.49 W 33.00 32.75 29.76 E 29.39 E 29.30 NW 25.83 NE 5 32.00 25.77 SW 25.60 S 25.60 W 24.09~ E 23.96 N 24.98 W 22.86 N 24.50 E 6 32.00 7 30.20 NOTES: 1. SEE SHEET "C10" fOR POND SECTIONS. 2. ALL AREAS DISTURBED BY CONSTRUCTION WITHIN THE FOOT R/W SHALL BE SODDED. 3. ALL STORt.4WATER t.4ANHOLE TOPS SHALL BE PER FOOT INDEX No. 201. 4. ALL ELEVATIONS GIVEN ARE IN ACCORDANCE WITH NGVD 1929. PROPOSED 4' X 8' RECTANGULAR ... J" BOTTOt.4 t.4ANHOLE PER INDEX No. 200 TO SIDE OF EXISTING ,.' HEADWALL. (REFERENCE SHEET is 1 ' . fO~ STRUCTURAL D(SIGN Of TIE-IN AT CUL'VERTT--- -- RIt.4 29.00 INV. 22.50 N INV. 24.13 E INV. 22.32% S (EXISTING) 7 8 31.00 . , ~ -, 9 9-0UTfALL 10 O-OUTF AL 11 *** 11-POND 12* 12 - 13 13 13 - 14 14 14 - 15 15 32.00 28.75 33.16 28.27 E 28.14 E 28.00 E 32.26 ,A ~~ <l'1 I_"I,~' i'" MQIE; , ~ I I. 18*** 18-POND 19** 19 - 6 to 1 9 't . F! ~.~"- ,:!~ (\~, )' .....f no:' , "~-"'l J.:" ,,,. A 36" RCP WATER MAIN EXISTS WITHIN THE ST. PETERSBURG EASEMENT SHOWN HEREON. CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING WITHIN THE EASEMENT AREA. " ,'" _ ...., n .... _.,....., . _ ............ _ ...-... ..~ .' ._ 01_"" _ 0.; ~. ",..." .... h.. 'l"" "'.; :.~ ....~ ~... ,_ .: ~_ ~. .~'- ~-:'-~ :~ .:.:. ::. ~ -.:,. ';..~ -~ -.':" '~.-.-~ ",. .:..' ~-:. .~~ -".... -,..._ ~... ' r.11'f ~'.., . , . W . r ~. _ Lc: "- ..:. ~.:. --= c..: ''': .:...:. ~':'" _ __ __' - .~ ~ '.. ~ ~. n.; -,;. - ~; ;. _ ~- ~ ~. ~,' ii: ': fj}::- "'1_ ~'_ __ " . f I I ~ --,- - - -,- - - - - - - - - - -- ~ I ., i .' I ;! I J I A I ~ I * SEE SHEET 'Cl0', DETAIL #7 FOR CONTROL STRUCTURE DETAIL n SEE SHEET 'C10', DETAIL #4 fOR CONTROL STRUCTURE DETAIL n* SEE SHEET 'C, 0' , DETAIL #9 FOR CONTROL STRUCTURE DETAIL ,. It' :71:", ~-'~'.t t~ ~~ ':, . .' [i. I' I ,i I.. I / ( 25.67 E 25.10 E 24.01 S 23.06 S 22.50 S 24.40 W 28.28 N 28.42 W 28.27 W 28.14 W 30.00 W 28.27 N 26.63 N f'~' .".. :...' LENGTH PIPE SIZE PIPE TYPE SLOPE 166' 161' 58' 39' 37' 69' 17' 138' 130' 17' 158' 58' 54' 59' 49' 234' 14' 19"X30" 19"X30" 19"X30" 24" 24" 24" 48" 54" 54" 18" 18" 14"x23" 14"x23" 14"x23" 12"x18" 18" 2<4" ERCP ERCP ERCP RCP RCP RCP RCP RCP RCP RCP RCP ERCP ERCP ERCP ERCP RCP RCP 0.17" 0.17% 0.17% 0.17% 0.17" 0.17" 0.27" 0.17" 0.17" 1.00" 0.47% 0.25% 0.25" 0.25" 0.00% 0.33" 0.17% -0 Q) ~ :9 ~ o I... a. Q) "- o (II ..... C Q) E c .2' (II (II o "- o (II Q) 0' C o ~ o en c .Q ..... o :l 1J o "- a. Q) a::: 1J Q) "- o a. Q) "- a. Q) "- Q) ~ ~ Q) ~ - ~ .~ ~ ~ I... o ..... "- o Q) ..... (II "0 .~ 0' 'i: o Q) ~ - o - (II ..... C Q) E :l o o 1J Q) (II Q) ~ ..... 0' C :t:' o 'i: - (II Q) "- (II ..... ~ 0' 'i: "- Q) ~ - o 1J C o ..... ~ 0' .~ a. o o (II Q) > I... Q) (II Q) "- 1, :! : :'<">: ., II I I: ..1\ , . u ~~ :r~ .Qj# ~.s .a~ U~ " 0 f-l. '-4 1:: " " dU ~~ .:2 ~ fI) . U ~ ~ ~~ ~ ~ ~~ ~ ~ ~~ ~ =: ~~ ~ ~ Q) (II o a. "- :l a. ~ ~ ~ ~ ~~ ~~ ~ Z ~ ~ ~ ~ d'~ tiC Jt~ CQ# . .l'- ~ < ~~ (\l ~~ ~ Q u .t: . '" ,,~ "'g~ " '-4 ~ i ij '8 ~~ O('f) ,..c:('f) ~fi ~ ~ :::~ ~~ ~ 8~ r-('f) 9~ r- r- OO 00 NN -- ('f) ('f) -- 00 00 -- ~ o .e = ~ ~ ~ U ~~ := fIj ~ !i@ ~ ~ = ~ ~ = ~ ~ 4-4 ~ i-I .. .... ~ . ..., "0 ~ ~ ~ ~ ~ ~~ ~U o ..., ~ ~ t ~ 0 ...~ ~ ~ ~ ~8 &b .gN~ ~.J ~ '8 ~ ~ S~ c5SU:~~~ ::x::: ~- o~o · U O-"'ONN +01 ~ Z B ~ t::' t::' CIJ~ ~~5~~ o c ~ IJJ ~ a:: ~ <:) a:: ~ IJJ ::;) (I) (I) _ _ _ _ _,_.~,~,:,.c_~ _-:-.- .~I- _ _ _ _ ~ .:.. ,_... ._:" .._'. .' !. 'c ~':'I 7 I I- I ,-I. I I I ~ Z IJJ ~ ~ U en Q) 0' o o c: ~ o Q) I-- >- m m < L.... ~ I.LJ 5 IJJ a:: ! (I) ~ ..... o ~ ~ ~ IJJ ~ a:: ~ <:) a:: o L.... IJJ ::;) (I) (I) o z < ..... o ~ ~ U a:: IJJ 0.. :> IJJ a:: m < L.... a:: ~ IJJ ::;) (I) (I) m < L.... m < L.... "- Q) - o ~ . . . . I.LJ ~ ~ ~ ~ !;( ~ ~ :g CO o :t- :t- ~ "- 000 :g ..... (f) ~ o o N :> I.LJ 0 a:: N l') PROJECT II: 050-001 ..... ~ 0' .~ a. o <..) DRAWN: SCP APPROVED: F AB DATE: 04/28/04 SCALE: 1 n = 20' SHEET NAME: SH EEl: C04 5 " 'p ,~ - ., . '.' ";1 ! ' ~: I " i " ~aJ, ~~ ~., :. r,:I'.' 'I" ." - ~ '..... ",i . ",' )".. , ~ " \' ., , r, 3-.' , c ~_ I '. 't I , f" .,~ I 'J~ . ::' I 1, , .:>; f, q,; X r'> \:: c: I.~ . ~ ': ~:, ~ ~:~- ; ,~\',Yt. '.~ ~.......r,"~ ~~ /J' ' \., t :,: ::~, ,.i,';' I > ~,~, ;',~ ',1 ~". , ; J:':;l ./ "',. . , 1 ,I W\i I '-' .t.: i j" -, '!~; .~ n ~l -; ! t , !', :_~ ~' , ~ .. >j / :; ':'/ ' . ~ I '. ~,r ,. I' '1' . ,\:,;.' : ~ '.' 1 '" {:.:: p \; ;"', ( !,':.~l'" T~,:\, ;~:: ~:~~..... ..J. . I. ~ ... ,..,. ~ '(4t-)';-J'If' "" ' " _~r'~'~~~~' + " f (;!':'. ,'\ f ~: !'JO~ _ _ , ........ ::'~~Ff't,' '~J,,_(l'.j ^" , ~,; : / h':}:~I!{ '.~::~tlr'(~'" ':'n'~"'I'~~~ !: '[1i'\ - .. - . -" ~. ..- ~ . l" _' ... ,.,/ '_"._~ ,.......-,.nlr...an'.;:.~.;;....<::lw-............''''.::~;''r}Y..,.l''ol':''l~'.~l'''''l' ,; ,:!' ~::.~~' _:,':,~ ~." . . ,_ .. _. . ." . .. n...._" .--..", - ,,- --' .. -" ;;,: " ' ". ..~ - - - - - - - - - - - - - - - - - - - - - - - -- -- / EXCEPTIONS WHERE IT IS NOT TECHNICALLY rEASIBLE OR ECONOWICALLY SENSIBLE TO CO"PLY WITH THE REQUIREWENTS THE DEPARTIolEN1 SHALL ALLOW EXCEPTIONS TO THESE REQUIRE..ENTS Ir SUPPLIERS or WATER OR CONSTRUCTION PERIolIT APPLICANTS PROVIDE TECHNICAL OR ECONOhAIC JUSTIFlCATION rOR EACH EXCEPTION AND PROVIDE ALTERNATIVE CONSTRUCTION rEATURES THAT ArroRD A SI..ILAR LEVEL or RELIABILITY AND PUBLIC HEALTH PROTECTION. ACCEPTABLE ALTERNATIVES CONSTRUCTION f"EATURES INCLUDE THE rOLlOWING: A) WHERE AN UNDERGROUND WATER hAAIN IS BEING LAID LESS THAN THE REQUIRED WINI..UhA HORIZONTAL DISTANCE rROIol ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER ..AIN IS CROSSING ANOTHER PIPElINE AND JOINTS IN THE WATER ..AIN ARE BEING LOCATEO LESS THAN THE REQUIRED ..INlhAUW DISTANCE FROM JOINTS IN OTHER PIPELINES: 1. USE OF PRESSURE-RATED PIPE CONrOR..ING TO THE A..ERICAN WATER WORKS ASSOCIATION STANDARDS INCORPORATED INTO RULE 62-555.330, F.A.C., FOR THE OTHER PIPELINE Ir IT IS A GRAVITY OR VACUUM-TYPE PIPEUNE; 2. USE or WELDED. rUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER ...AIN OR THE OTHER PIPELINE; OR 3. USE or WATERTIGHT CASTING PIPE OR CONCRETE ENCASEt.lENT AT LEAST rOUR (<4) INCHES THICK B) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THREE rEET ~ORIZONTALlY FRO" ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER t.lAIN IS CROSSING ANOTHER PIPELINE AND IS BEING LAID LESS THAN THE REQUIRED t.lINI"U" VERTICAL DISTANCE rROW THE OTHER PIPELINE: 1. USE or PIPE. OR CASTING PIPE, HAVING HIGH I..PACT STRENGTH (I.E.. HAVING AN I..PACT STRENGTH AT LEAST EQUAL TO THAT or 0.25-INCH-THICK DUCTILE IRON PIPE) OR CONCRETE ENCASEt.lENT AT LEAST rOUR INCHES THICK FOR THE WATER IolAIN; AND 2. USE or PIPE, OR CASTING PIPE, HAVING HIGH It.lPACT STRENGTH (I.E., HAVING AN I...PACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE) OR CONCRETE ENCASEhAEN1 AT LEAST rOUR INCHES THICK FOR THE OTHER PIPELINE IF IT IS NEW AND IS CONVEYING WASTEWATER OR RECLAIIolED WATER. .' .. ", I .' .>,~' :, .:. 'tl,: ,. ... - - - .- .- .. ,. .. 111 - - .. .. .. r . I ~fl 1 !'f". ~,A4 ~~~~ / ~ ~.--. / ~' ~ ,.,,;.~~ / of6. / ""'~.. .. . -'"" ~ / ~ ,'"':~ 'J ~ (F.\f; 7T. ";~"T~("d l"' ;..:: ~ (' ~...., r. ~ . \.. ~ l. , . ~ , '" ~ , ' f 1 . \. r: ~ , ',1 ::' l-' ~ " 1..' f'" \ DETENTION/ WETLAND 1 )?t . GRAPHIC SCALE 80 I 20 0 ~ 10 I 20 I 40 I 1 . ~ ..,: .' [;~ . .. I ..' I: .,,,, ....,' ?:; r.;> ..' '.. "1 ( IN FEET ) 1 inch = 20 ft. SITE CONTRACTOR TO COORDINATE LOCATION WI BUILDING PLUMBING / / / / / / ---, I .. : i- : . I ~ I -j__-.J VERTICAL SEPARATION BETWEEN UNDERGROUND WATER WAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS AND RECLAIMED WATER PIPEUNES UNDERGROUND WATER IolAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUt.I TYPE SANITARY SEWER OR STORIol SEWER SHAll BE LAID SO THE OUTSIDE or THE WATER ..AIN IS AT LEAST SIX (6) INCHES, AND PRErERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PRErERABLE TO LAY THE WATER ..AIN ABOVE THE OTHER PIPELINE. UNDERGROUND WATER t.lAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STOR"WATER rORCE "AIN. OR PIPELINE CONVEYING RECLAIt.lED WATER SHAll BE LAID SO T~E OUTSIDE OF THE WATER ..AIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE or THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER IolAIN ABOVE THE OTHER PIPELINE. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE rULL LENGTH or WATER ...AIN PIPE S~ALL BE CENTERED ABOVE OR BELOW THE OTHER PIPElINE SO THE WATER IolAIN JOINTS Will BE AS rAR AS POSSIBLE rROhA THE OTHER PIPEUNE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER ..AIN JOINTS ARE AT LEAST THREE rEEl' rROIol ALL JOINTS IN VACUU"'-TYPE SANITARY SEWERS. STORt.I SEWERS, STORIolWATER roRCE hAA'NS, OR PIPElINES CONVEYING RECLAI..ED WATER, AND AT LEAST SIX rEET FROIol ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WA~TEWATER rORCE ..AINS, DR PIPELINES CONVEYING RECLAlhAED WATER. roR EITHER THE WATER ..AIN OR 1HE 01HER PIPELINE. I I: I- UTILITY SEPARATION NOTE: ~ ~ '~-~~ / / I I. HORIZONTAL SEPARAnON BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPEUNES AND ON-SITE SEWAGE TREAlNENT AND DISPOSAL SYSTEMS UNDERGROUND WATER ...AINS SHAll BE LAID TO PROVIDE A HORIZONTAL DISTANCE or AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE or THE WATER ...AIN AND THE OUTSIDE or ANY EXISTING OR PROPOSED STORW SEWER, STORt.lWATER raRCE "AIN, OR PIPELINE CONVEYING RECLAIWED WATER. UNDERGROUND WATER ..AINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE or AT LEAST THREE (3) rEET, AND PRErERABLY TEN (10) FEET. BETWEEN THE OUTSIDE OF THE WATER WAIN AND THE OUTSIDE or ANY EXISTING OR PROPOSED VACUUIol-TYPE SANITARY SEWER. NEW UNDERGROUND WATER WAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE or AT LEAST SIX (6) FEET, AND PRErERABLY TEN (10) rEET. BETWEEN THE OUTSIDE or THE WATER MAIN AND THE OUTSIDE or ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER rORCE "AIN, OR PIPElINE CONVEYING RECLAIIolED WATER. THE ..INIIolUIol HORIZONTAL SEPARATION DISTANCE BETWEEN WATER t.lAINS AND GRAVITY TYPE SANITARY SEWERS SHAll BE REDUCED TO THREE (3) rEET WHERE THE BOTTOt.l Of" THE WATER MAIN IS LAID AT LEAST SIX (1I) INCHES ABOVE THE TOP OF THE SEWER. UNDERGROUND WATER t.lAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE or AT LEAST TEN (10) rEET BETWEEN THE OUTSIDE or THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED .0N-SlTE SEWAGE TREATIolENT AND DISPOSAL SYSTEt.I.' I 1 1/2" WATER SERVICE LINE I I L__________ PROpostO;WATER LI E TO BE f" STEEL E WITHIN/EASEMENT A PRiOSED 6" PVC ~ BE 12" STEEL E WITHIN EASEMENT A 1-1/2" WATER SERVICE LINE SITE CONTRACTOR TO COORDINATE LOCATION wi BUILDING PLUMBING. I. I. FIN. FLR. EL. RETAIL 33.80 1 a ,: , SITE CONTRACTOR TO COORDINATE LOCATION W/ BUILDING PLUMBING (INV. 30.16) I SITE CONTRACTOR TO COORDINATE LOCATION w/ BUILDING PLUMBING (INV. 30.90) I: I. I'v : . ,~ ~ I: .:.i ' I' ,.. i 10 LF - 4" SAN PVC 0 1.0" r- I I I I I "( .. ., "~.! , ~ ,. ,. ,. J .. ~ ... I ~i .;' ,_: I ~ M $" . ..' ~- .~ . ' : I . I'. ..' . . , , 1m BANK/CREDIT UNION FIN. FLR. EL. 33.90 I'. ! , , " / ~ ~ ~ ~ u ~ ~ Q.. 1m r. I: 1 N I I I I I I I I I I __:.J l I . N _ I I ~ r SEPARATION BErWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES NO WATER IolAIN SHAll PASS THROUGH, OR CO"E INTO CONTACT WITH, ANY PART or A SANITARY SEWER hAANHOLE. EFrECTlVE AUGUST 28, 2003, WATER ..AINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH. OR CO"E INTO CONTACT WITH, ANY PART Of" A STORhA SEWER "'ANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY rEASIBLE OR ECONO...ICALlY SENSIBLE TO CO"PLY WITH THIS REQUIREMENT (I.E.. WHERE THERE. :5 A CONrllCT IN THE ROUTING or A WATER ..AIN AND A STOR!.! SEWER AND WHERE ALTERNATIVE ROUTING or THE WATER IolAIN OR THE STORt.I SEWER'S NOT TECHNICAllY rEASIBLE OR IS NOT ECONOIolICALlY SENSIBLE). THE OEPARThAENT SHALL AllOW EXCEPTIONS TO THIS REQUIREhAENT (I.E., THE DEPARTMENT S-lALL ALLOW CONSTRUCTION or CONFLICT WANHOLES), BUT SUPPLIERS Of" WATER OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES "'UST rlRST OBTAIN A SPECIFIC PER..IT rROIol THE DEPARTt.lENT IN ACCORDAN;:_ WIiH PART V or CHAPTER 62-555 AND ,",UST PROVIDE IN THE PRELI..INARY DESIGN REPORT OR DRAWINGS, SPEClrlCATlONS, AND DESIGN DATA ACCO..PANYING THEIR PERt.l1T APPLICATION THE rOLLOWING INroRIolATION: 1. TECHNICAL OR ECONO...IC JUSTlf"ICATION FOR EACH CONrLlCT "'ANHOLE. 2. A STATn4ENT IDENTIFYING THE PARTY RESPONSIBLE rOR IolAINTAINING EACH CONF1JCT t.lANHOLE. 3. ASSURANCE or COt.lPlIANCE WITH THE DESIGN AND CONSTRUCTION REQUIRE..EN1S IN SUB-SUBPARAGRAPHS A. THROUGH D. BELOW. A. EACH WATER "'AIN PASSING THROUGH A CONFLICT IolANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE or THE hAANHOLE TO ACCO.....ODATE D1rrERENTIAL SETTLING BETWEEN THE ..AIN AND THE "ANHOLE. B. WITHIN EACH CONrLlCT "'ANHOLE, THE WATER t.lAIN PASSING THROUGH THE t.lANHOLE SHAll BE INSTALLED IN A WATERTIGHT CASTING PIPE HAVING HIGH I..PACT STRENGTH (I.E., HAVING AN I..PACT STRENGTH A1 LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE). C. EACH CONFLICT WAN HOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED. TO ALLOW FOR EASY CLEANING or THE hAANHOLE. D. GRATINGS SHALL BE INSTALLED AT ALL STOR" SEWER INLETS UPSTREA'" OF EACH CONF1.ICT "'ANHOLE TO PREVENT LARGE OBJECTS rROhA ENTERING THE t.lANHOLE - I / / / / / I I I 1/ :1 :1 I :1 1- I I r SEPARATION BETWEEN nRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS. WASTEWATER OR STORMWATER rOReE MAINS, RECLAIMED WATER PIPELINES. AND ON-SITE SEWAGE TREAlNENT AND DISPOSAL SYSTEMS f"IRE HYDRANTS WITH UNDERGROUND DRAINS SHAll BE LOCATED SO THAT THE DRAINS ARE AT LEAST (3) THREE rEEf rRO'" ANY EXISTING OR PROPOSED STOR" SEWER, STORIolWATER rORCE WAIN, OR PIPELINE CONVEYING RECLAI...ED WATER, AT LEAST THREE (3) FEET, AND PRErERABLY TEN (10) rEET f"RO" ANY EXISTING OR PROPOSED VACUU" TYPE SANITARY SEWER; AT LEAST SIX (6) rEET, AND PRErERABLY TEN (10) rEET rROhA ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER rORCE WAIN, OR PIPELINE CONVEYING RECLAIt.lED WATER. AND AT LEAST TEN (10) rEET rRO'" ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREAThAENT AND DISPOSAL SYSTE..... / //0 r.. " ....'::<.J , ;, I.: '\1. ;... ;-] .' r; ,,1 ; ry. J ; ~' ' . \ C" .., f ~.: ... ; .... .,~, . " " , , !'. \:, " -:.;-.. .:.v-.. "') '.; "',1'1 ., , " , ~';l NOTE: 1. SEE SHEET "C01" FOR GENERAL NOTES. 2. A 36" RCP WATER MAIN EXISTS WITHIN THE ST. PETERSBURG EASEMENT SHOWN HEREON. CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING WITHIN THE EASEMENT AREA. 3. SANITARY SEWER SYSTEM SHOWN HEREON FROM THE CONNECTION TO THE EXISTING MANHOLE NORTHERLY TO THE TERMINOUS IS PRIVATE AND IS NOT DEDICATED TO THE CITY OF CLEARWATER. SANITARY STRUCTURE TABLE STRUCTURE STRUCTURE STRUCTURE NUMBER TYPE TOP 1 TYPE P 2 MANHOLE 33.10 TYPE P MANHOLE 3 TYPE P 3-EX. MAN MANHOLE INVERT ELEVATION IN OUT 29.95 E 29.85 S 29.45 N 29.45 NW 29.35 S 28.83 W 22.98 S. 2 32.83 2 3 31.90 LENGTH PIPE SIZE PIPE TYPE SLOPE ,., , ~.. '.'\ : " c.. ,-' 1~.;', I ~ . .f 4. ALL WATER AND FIRE LINES SHALL BE IN ACCORDANCE WITH THE CITY OF CLEARWATER'S STANDARDS. - ;, . -- . ;,; t - -- - -;; .:- -: : ;'.-;: ~::7-; :;--- -y~-_:' - -- - C." -,:' ... -.- . -" -- - --, " :, 'f,.-;"'"' ---'~~,- - - - - - - - - - - - - - - - -- , . .,f ((-:. -i -", ' ,I," I I ..r T' -I.. 'l~P,~..',:. ;;~ V. ..., " ~) I- . .. ., . ~. :. ",,:lm~~::: g.c'~~~,: l;~ 90' 8" 0.40% ". -.;.....~ .. ,..,. .-... "'........,.' .r-,' (' .I" '; ;.....'~ , 5. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE METER AND THE BACKFLOW PREVENTOR DEVICE. THE BACKFLOW PREVENTOR WILL BE INSTALLED ON THE SERVICE SIDE OF THE METER. THE APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES. 6. DUCTILE IRON PIPE SHALL BE INSTAllED BETWEEN ANY TAP AND WATER METER AND ALSO BETWEEN THE WATER METER AND THE BACK FLOW PREVENTOR DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED ON THE SERVICE SIDE OF THE BACKFLOW PREVENTOR DEVICE. 7. CONTRACTOR SHALL FIELD VERIFY LOATION OF EXISTING WATER AND GAS UTILITIES PRIOT TO CONSTRUCTION. PROPOSED CONNECTION TO EXISTING MANHOLE IS AT INVERT ELEVATION 22.80. NEW DUCTILE IRON PIPE SHALL BE INSTALLED AT MIN. 1.00" SLOPE. PVC PVC DIP , );/," .' .'\ 92' 8" ~_______L_______________~___~____________ ., I II t .. t I . , I I ! I I I I I I I 0.40% 18' 8" 1.00%. · SEE NOTE *7 Ii 'f i II Ii -d Q) ... ;Q .c:. o L- a. Q) L- a I/) ... C Q) E c 0\ '0 I/) a L- o I/) Q) 0\ C a .c o rn c o ... o ~ 'lJ o L- a. Q) a:: "U Q) L- a a. Q) L- a. Q) L- Q) ~ >. Q) .c:. ... .c:. .~ .c ~ L- .E Q) I/) o a. L- ~ a. ] :fa '&l~ oS,s o j~ y~ u 0 f-4. ... 1:: u u tc u. ~~ fI) cl . U ~ ~ g; ~ r.T:l ~ i~ ~ ~ ~~ ~ ~ ~~ ~ ~ ~~ F-t~ ~ L- o Q) ... '0 c .S 0\ 'C o Q) .c:. ... o ... ~ ".; ~~ ~I]l) = ~ or J . -..!?. ~ ~ ~..,.. d ~~~ Q .t: ~ ~ ~~ u ... ~ i t "8 ~r-- ~~ ..cl~ ~ri ~ ~ =~ s::l~ .g 8~ r--~ 9~ r--r-- 00 00 ~~ ,-" ,-" ~~ -- 00 00 -- '-4 o ~ 5 :I: u~ =-= fI) ~@ QJ ~ w-o = ~ ~ = ~ ~ ~ QJ .... ~ ~ 1ft '-4 ~ . .... "'0 ~ ~ ~ ~ ~ ~~ j:QU o .... ~ ~ I/) ... c Q) E ~ o o 'lJ Q) I/) Q) .c:. ... ~ ~ - ~~ ~ ~ ~~ u ~ oS ~g ~ '6a~ !:::j~ os~~ I ~~ ~=.g~~ ....., U Z B ~ r::- r::- rJ.)~ ~~5~~ 0\ .S ... o 'C ... I/) Q) L- I/) ... .c 0\ 'C L- Q) .c ... o "U c a ... .c:. 0\ .~ a. o o I/) Q) > L- Q) I/) Q) L- ~ IU ::> w It: ~ U It: o LL W i7l !!! " c ~ z w ::E ~ o (,,) rn .~ 0\ o (5 c .c o Q) I- >- CD CD -< LL ~ ~ DO N ......... ~ o ~ Q) ... a ~ ~ -< o :;:; (J) ~ o o N ;> ..... It: o ~ w ::> IU It: ! (f) ~ ~ o E ~ IU ::> w It: ! (f) o z -< ~ o E ~ U It: ..... Q. ;> ..... It: ~ U It: o LL IU i7l !!! It: o LL ..... i7l !!! CD -< LL CD -< LL CD -< LL ~ ~ I') ......... ~ o ~ o ......... It') o ~ ~ <0 '- <0 o .... N I') PROJECT #: 050-001 ... .c:. 0\ .~ a. o U DRAWN: SCP APPROVED: F AB DA TE: 04/28/04 SCALE: 1" = 20' SHEET NAME: SHEET: ; ~,I C05 6 z :i ~-------------------~-----~ I ~ ~_ _I _ I. -'- ..~ _1._ 1_ ~ _~. _I T I. ~. I I. II I ~. I ~ ~ I I I <{ - ':..t ~j I I I ~ I ~6" DIA. STEEL ::::- ! I ~ I I '- BOLLARDS Lol 0:: d f- I I b CONC. FILLED (TYP) 0 9 ~ I '-I Vl If- I f- I (16" CONC. SLAB I I -IT . . I ~ ~ I f- ! 12' CLEARANCE I I ' 12' CLEARANCE II I -.t ::IE 11--1 tollN. I tollN. I I I " I /7 ~ , (TYP) I : : --~---I/-----'-~ -----: ! o 00 b z :i . PLAN DROP PIN HOLE J (TYP) TIE BEA~ WITH 2-#5 REBAR C01NTINUOUS 12' CLEARANCE MIN. II 12' CLEARANCE tollN. -- CD DROP PIN (TYP) ~ ~1-#5 AT 4' CENTER - - SWING GATE (TYP) GRADE" GRADE" I , ':..t t - ~~ T ~T ~l ~ ~ ~3000 P.S.I. CONCRETE SLAB WITH FIBER tolESH REINFORCING - ~ONOLlTHIC, ~IN 6" THICKNESS, 6"X6" / 10Xl0 W.W.F. '-S"XI6" CONCRETE F'OOTING W/ 2-#5 CONTINUOUS REBAR (TYP) ELEVATION CONCRETE MASONRY WAll CONSTRUCTION ~ATERIALS, CONSTRUCTION AND QUANTITY CONTROL OF tolASONRY SHALL BE IN ACCORDANCE WITH UNIFORtol BUILDING CODE (UBC), CHAPTER 24. GENERAL CONDITIONS AND CONSTRUCTION REQUIRE~ENTS SHALL BE APPLIED AS SPECIFIED IN UBC, SECTION 2404 (F), DURING GROUTED tolASONRY WORK. 1. ALL REINFORCING STEEL SHALL BE DEFORtolED BARS CONFOR~ING TO ASTtol A-615, GRADE 60. VERTICAL REINF'ORCEtolENT SHALL BE PLACED IN THE CENTER OF THE ~ASONRY CELL, AND SHALL BE HELD IN POSITION AT THE TOP AND BOnOtol. 2. IF A SLAB DOWEL DOES NOT LINE-UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED tolORE THAN ONE HORIZONTAL IN SIX VERTICALS (1 :6). 3. HORIZONTAL WALL REINFORCE~ENT SHALL BE STANDARD TRUSS TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. 4. HOLLOW LOAD-BEARING CONCRETE tolASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTtol C-90, WITH A ~INI~U~ COMPRESSIVE STRENGTH OF 1,900 PSI. 5. t.tORTAR SHALL BE TYPE M OR S, IN ACCORDANCE WITH ASTt.t C-270. PLACE ALL ~ASONRY IN RUNNING BOND WITH 3/8" t.tORTAR JOINTS. PROVIDE COtolPLETE COVERAGE FACE SHELL tolORTAR BEDDING, HORIZONTAL AND VERTICAL. 6. COARSE GROUT SHALL CONFORtol TO AST~ C-476, WITH A t.tAXIt.tU~ AGGREGATE SIZE OF 3/8", 8" TO 10" SLUtolP, AND A tolINIMUt.t COt.tPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. 7. tolINIMU~ 3" X 3" CLEAN-OUT HOLES (SAW-CUT) ARE REQUIRED AT THE BOnO~ COURSE OF ALL CELLS TO VERIFY GROUT PLACEMENT. CLEAN-OUTS SHALL BE SEALED AFTER t.tASONRY INSPECTION-PROVIDED IN ACCORDANCE WITH ACI 531-4.6, AND BEFORE GROUTING. 8. PRIOR TO GROUTING, THE GROUT SPACE SHALL BE CLEAN, WITH NO MORTAR PROJECTIONS GREATER THE 1/2", t.tORTAR DROPPINGS OR OTHER FOREIGN MATERIAL. ALL CELLS SHALL BE IN VERTICAL ALlGN~ENT, AND SHALL SOLIDLY BE FILLED WITH COARSE GROUT AS SPECIFIED. 9. DURING PLACING, GROUT SHALL BE CONSOLIDATED WITH FLEXIBLE CABLE VIBRATOR. FIRST GROUT POUR SHALL BE STOPPED A ~INIt.tUtol OF 1-1/2" BELOW THE TOP OF THE tollDDLE BOND BEAt.t ~ASONRY. NOTES: 1. WALLS A. NEW CONSTRUCTION: ~AXI~Utol 6' -0' HIGH AND CONSTRUCTED OF CONCRETE BLOCK (8"X8"XI6"). ~ATERIALS USED SHOULD BE CONSISTENT WITH THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL STYLE OF THE PRINCIPAL BUILDING, (SECTION 3-802 t.tATERIALS) B. EXISTING: ~AXltolUtol 6'-0' HIGH REPLACE~ENT tolATERIALS CAN BE ~ADE OF THE SAtolE tolATERIALS AS LONG AS THEY ARE t.tADE OF APPROVED OPAQUE ~A TERIAL. 2. FOOTINGS 8"X16n CONCRETE W/2- 15 CONTINUOUS REBAR ItolBEDDED. 3. CONCRETE SLAB tolONOLlTHIC, ~IN. 6" THICKNESS W/ltolBEDDED 6"X6"/ 10Xl0 WELDED WIRE FABRIC (W.W.F.), 3000 P.S.I. WITH FIBER MESH REINFORCING. 4. CONCRETE FILLED CELLS WITH 1-15 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORNER AND EVERY 4' O.C. 5. GATES CONSTRUCTED OF t.tIN. 1-1/2" D1At.tETER GALVANIZED TUBULAR STEEL W/PRIVACY-TYPE SLATS INSERTED IN GALVANIZED STEEL ~ESH FABRIC, HINGE-tolOUNTED ON ~IN. 3" DIAtolETER GALVANIZED STEEL POST. (GATES AND POST CONSTRUCTED AND INSTALLED PER APPLICABLE BUILDING CODE BY LICENSED FENCE CONTRACTOR). 6. DROP PIN 1/2" DIA. 18" LONG tolETAL ROD GATE LATCH. PROVIDE 3/4" DIA. HOLE 6" INTO CONCRETE FOR RODS. IN ASPHALT PROVIDE A 3/4" P.V.C. SLEEVE, 6" LONG, OR EQUAL. 7. SOIL SOIL BEARING CAPACITY TO BE AT LEAST 2,500 P.S.F. 8 DUMPSTER DETAIL NTS .,. , ~,~. ~ /11 1 1 . II '_L- .1 ~ .,. ~,~. ~I" . <"I .......... I LO -f- .,. , ~,~. - I. 7-1/2" tmIE; CONCRETE TO BE 3,000 PSI TYPE C 9 CONCRETE BUMPER GUARD NTS . <"I .......... I <"I II 3 REBAR (TYP) ~4" DROP AT ALL DRIVES ......'P >-0 <-.I ~<.:> Cz <- o~ ~~ I~ 10 - CD I 5" 1" l- I .._____' ~ 1 /2"R {W'EARING SURFACE __ I I CD ---- - --'- . <"I , .......... BASE I CD <! .. -- I N ~ .,' .-- \ I I ~- -- COMPACTED SUBGRADE I CD 6" I I 7" -~ TYPE D NOTES: 1. THERE SHALL BE A 1/2" SEAL JOINT BETWEEN BACK OF CURB AND DRIVEWAY, 2. CONCRETE IN CURBS SHALL BE 3000 PSI, WITH nBER tolESH REINFORCING. FUTURE CURB AND GUTTER CONSTRUCTION I ~l; ~A l I I j;~c 8" 2'-0" TYPE F 20'R OR AS SHOWN ON PLANS /1/2" EXP, JOINT ~C ~B VALLEY GUTTER PLAN . N I "---- A CURB AND GUTTER - ~ 1'-10" 1'-2" .If' "I" -91# ;:!:' ~ ~;:!:' 11_ 3'-0" rlTt SECTION AA --(" , 1'-6" ~JlJ ~ L'<!t -I :.... CD " I~"~ f-2", I ~ ,ITt 6" 1'-10" -l I- ~~.8' ~~ "-6" SECTION CC VAlJ.rv GUTTER 6 CURBING DETAILS NTS .' 1ll1" S' . ~e.' III 'de I" I\~l:ll . ~tt'l1 St, (II St, <-. ~ " "- .:I(..r_ ./ ,1(1 ~:~11'~z':}/, ,'!, _....~ :'7-/!/~~j~;~,7J" i;;xiii~t:~~J': ': ~;;t7 J:' - ,/_~ ",)/"-r"" Z .... . c.;-/~:~::;~K~/'.-?:!' -, ~ C"o+<> ~ ~~ '^ ~ "''''0 ~.il -~ ~.J'~ ~ ...... ;' C! "'"' 0"'....> ~...". O.J' C! '~, '<T "%. (:.-~ "'oS' ~ it"....J',r. c(I& "'~ (>~ ~~ o~ . .,.~ c(I& "'-:>/ ~ ~~<'+ . ..., ~ IF "X" IS LESS THAN 0<<1" THEN THE SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 12: 1. ISOMETRIC VIEW TYPE F CURB AND GUTTER I., I Illil CONC. RAt.tP ~TEXTURED SURFACE / " 1 \ ~~ 12:1 tolAX. ~ CURB TRANSITION CURB TRANSITION HACK OF / SIDEWALK -- ~ - "'-FLOW UNE ELEVATION A-A DROP CURB --- f---1 & - .... "- - ~~~~~~~ ~.,.......,..,.---- ~ NOTES: 1. RAtolPS ARE DESIGNED TO THE UNIFOR~ FEDERAL ACCESSIBIUTY STANDARDS TO CO~PLY WITH THE A~ERICANS WITH DISABILITIES ACT. 2. RAtolPS SHALL HAVE DARK-ON-L1GHT VISUAL CONTRAST AND A TACTILE SURFACE, TEXTURED TO A DEPTH NOT EXCEEDING 1/8" BY USE OF TAMP OR ROLLER IN CONFORMANCE WITH REQUIREtolENTS OF roOT ROADWAY AND TRAFFIC DESIGN STANDARDS, DETAIL 304 OR MOST RECENT tolODIFICATIONS. - ~ - ~ - - - - - -. - - - - ~ .... ....~ - - - .-. 7 HANDICAPPED RAMP DETAIL NTS I 1'-10" t 5' -0" SECTION BB 1 ) ~ 1'-2" 5.00' ~I 'iJ 'Ii i. ,J .1 ' .' 6" STABILIZED SUBGRAOE COMPACTED TO AT LEAST 95" tolOOIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) WITH A t.4INI~Ut.4 L8R OF 40 c:i f- ZVl ~I N I ........ CD_ " 4 ':1 STANDARD SIDEWALK SECTION NTS WHITE BORDER &: SYtolBOL BLUE BACKGROUND 1 t BLACK BORDER c!c LETTERS WHITE BACKGROUND I 6" I' -6" I W\X ~~ ..~/ I I ~/ ~ ;:!:' .ITt 5 NTS BLACK BORDER c!c LETTERS WHITE BACKGROUND ALL LETTERS 1" SERIES "c" ~HANDICAPPED SIGN CONC. WALK RAt.tP SEE DETAIL 9 \^\II!\I/ \0 --- I i I 1'-0" r ______STANDARD .' . I---r.----- PRE-PAINTED DISABLED . PARKING SIGN ON , ~ 1/8" THICK SHEET ALUMINUt.t ': : ,.:' " -I-J PARKING BY - DISABLED PERMIT ONLY I O'l $2:)5 FINE FS 318.14 I CD . OVl II- ~~z n-+L 1--2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL "tW/II/ \V\I1I\ PIPE I I I I I I I I, ; I " , " I I .~' t ..: 1--8 X2 -6 CONCRETE t.tASS, I ::. FINISH TOP OF tolASS LEVEL I J.-- . . .. I I I ~ WITH A SLIGHT RAISED WASH I I. . i ~ APPROXltolATELY 1/2" ABOVE If' LEVEL OF TURF/SOD. LJ , i : . CD 8" ~" WIDE TRAFFIC / ~LUE STRIPE (TYP) ./ ~6" WIDE TRAFFIC ? t ~ 7' ~~~)E STRIPE ~~k/ 5'-0"! rJ . o , '01 -'-- I. 2" (TYP) ~t 5'-0" I ~ 12'-0" 17' _0" ~HANDICAPPED SIGNS~ CONC. WALK RA~OWN SEE INDEX NO. 109 I o I O'l b At ~ (?n U~ ~ 5'-0" I l v ~ rJ I 5'-0" .1 29'-0" -'-- I 12'-0" RA~P DOWN S'EEiN DEX NO. 109 CONC. WALK 6" WIDE TRAFFIC BLUE STRIPE (TYP)~ G 6" WIDE TRAFFIC WHITE STRIPE (TYP) 2" (TYP) 12'-0" l HANDICAPPED PARKING STALL AND SIGN DETAILS tmE; ALL PAVEtolENT tolARKINGS TO BE THERMOPLASTIC. "SNOW CONE" CONCRETE AT TOP - PAINT RED :.:-. ~:6" DIA. STEEL PIPE BOLLARD - FILL WITH PEA GRAVEL CONC. - PAINT TWO (2) COATS RED I o I ;" . o I .., t .rli I-I l:.~-~!;: . INISH GRADE CD I'" f. 1,1: ':-:" t, I I "~:.:':>';:' 1 U', ~24" DIA. L ~. J CONCRETE FOOTING ~l 1 BOLLARD DETAIL NTS WITH It TYPE S-l ASPHALTIC CONCRETE SURFACE COURSE ~INIMUt.4 MARSHAL STABILITY OF 1500 LBS COt.4PACTEO TO AT LEAST 95" WjljtJ"ORATORY WARSHALL DENSITY\ 12" l I I I',' ,,' , /' ,., ".',_1 '.~ ,.I,. '- I J:~:: ,;,~q:: ~(', .. 'J' :. >'. ',: "., ';. \ ~:':d:~: \ , ; ,..,. \ 'I'. :.~ ... i " , ., .\., > ..~.' ~ ~ , \. ' , ,/., ., ,..: 'j " 6" STABILIZED SUBGRADE J COMPACTED TO t T LEAST 95" MODIFIED PROCTOR MAXIMUt.4 DRY DENSITY (AST~ 0-1557) WITH A t.4INIt.4Ut.4 LBR OF 40 ~6" UMEROCK BASE COURSE COMPACTED TO AT LEAST 98" OF t.40DIFIED PROCTOR MAXIt.4Ut.4 DRY DENSITY (ASTt.4 0-1557) WITH A MINIt.4Ut.4 LBR OF 100 STANDARD DUTY ASPHALT PAVING 5" PORTLAND CEMENT CONCRETE SURFACE COURSE WITH 4000 PSI AT 28-DAY COMPRESSIVE WLt I 12" l I ~ " ' . \ ' ,~;>,';~<: ,. STRENGTH\ ,'. , \ '. ~ .1 :. '~.,:: :)<; ~... /. :\', -" " :: ,: :; '. :': :' r i ,;- ';~ <' , ; ;~ ~ ~ :-,. ',:._~::: , !,:;~ " .,~ ,.',r'>. < ~: ,;. 6" STABILIZED SU8GRADE J COt.4PACTED TO AT LEAST 95" MODIFIED PROCTOR t.4AXIt.4Ut.4 DRY DENSITY (ASm 0-1557) WITH A MINIMUM LBR Of 40 STANDARD DUTY CONCRETE PAVING 2 STANDARD PAVEMENT SECTION NTS 19 GALV. CLIPS 2' -0" t.4AX. SPACING~I" POST CAP .. ~~ POST I -----' ~ . CORNER--;:'------ '] ~ _ I 10'-0" TO CENTER (t.4AX) TOP RAIL~ . ,"I . ...~ ~ -~l~~TCHER ~. : . . fABRIC~"""""'~. ,. ., -FABRIC '9 TIE WIRES 12" O,C. 3/8" ROUND '\ TRUSS BARS ~ (SEE NOTE 1) TURNBUCKLE LINE POST TENSION WIRE ~ 2"1 . .f: , .' . ,,:) GRADE I" .. :' ',': / '../,.. ./;., ,'.. ., I'. ,.. ,.. , I CD .., CD .., - 2500 PSI CONCRETE '~ 1-ll6" ---j 12" ~ L-. - 6"ll ---j 12" - rENCE DETAil GATE POST- ['GATE CORNER 3/8" ADJ, TRUSS RODS l { GATE FRAME .. . \ ~ -~ GATE POST ~ fABRI~ ~' .,/ / .. . l..~~ ~ I - r I L: ~~,.I 6"] --J"-l--12" t"ik ,~~ _ 2500 P.S.1. I I [ CONCRETE 12"--1 I-- 6" ~~l ~CENTER STOP 12" x 12" x 12" DOUBLE SWING GATE DETAil NOTES: 1. TRUSS BARS ARE REOUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 3 CHAIN LINK FENCE DETAIL NTS ,; Q) .... ;Q .r::. o '- a. Q) '- o lJ) .... c: Q) E c: O'l 'ii) lJ) o '- o lJ) Q) O'l c: o .r::. o rn c: o .... o =' '0 o '- a. Q) a::: '0 Q) '- o a. Q) '- a. Q) '- Q) ~ >. Q) .r::. .... .r::. ,2 .r::. ~ '- o - , I , ' ~ ~E-<~~ 8~ ~ ~ ~<(~~ ~~ ~ ~ g: ~ &j ti) ]\0 N ..~ ~oo '6b~ o ' --5 o ::s ]< 0...... ~ 0 E--4, t13 ~U ~ . ~ti en Q) lJ) o a. '- =' a. tZl d ;S ~ o ~ < ~ o ~ o ~ > ~ '- o Q) .... 'ii) c ,~ O'l 'i: o Q) .r::. .... o .... lJ) .... c: Q) E =' o o '0 Q) lJ) Q) .r::. .... O'l c: :;J o 'i: .... lJ) Q) '- lJ) .... .r::. O'l 'i: '- Q) .r::. .... o '0 c: o .... .r::. O'l '~ a. o o lJ) Q) > '- Q) lJ) Q) '- o c: ~ z w ::i ~ o (,) rn .~ O'l o o c: .r::. o Q) I- >- m '- Q) .... o ~ ~ 01( o :;J (/) ~ o o N ;> w 0 .... 0::: ~ ~ ~~ ~8 ~c5 =~ · ....c U ~~ '~ :.. . )I, ,~ ~., ~ LoJ :> w 0::: ~ U 0::: o L... W i7l !!! m 01( L... ~ ~ ~ ~ co CD ~ "- ~ co o 0 ~ ~ coI- ..=0 ~8 iii ~ i.~ , . ........ <<I < ~ 0 C\ ~.~ ........ o , t.,; '5 u: "0 J: . U ~ i ~ ~l' e~ ,g~ ~ri ~ tti =~ SjE-1 .g 8~ l'~ 9~ l' l' 00 00 ~~ -- ~~ -- 00 00 -- ... CZl ~ ~ Q) U ~ ~ ~ti @) ......-4 · ,...-4 C'd ~ Q) ~ '\j a ~ C'd t:Q .., 1-4 B (lj ~ ~ :>a~ ~ U ~ .s t+-c .....-4 =' o . "'0 > .....-4 ~ ~ - ~ ~ ~ .g t ~~~ <5 fi:l'l' ~9088 l::_",=,~~ ~8;l~~ ~~<S~~ " ",> '. ~, ;\' ;'/' ~~ -"'I. i~ , .' ~ .t~ ,.;,~?~ .'1. ' '(t ,,~r-5 :._......~~'; ! In o Z 01( t- o E ~ U 0::: W a. ;> w 0::: m 01( L... PROJECT II: 050-001 .... .r::. O'l .~ a. o (j DRAWN: SCP APPROVED: F AB DA TE: 04/28/04 SCALE: NTS SHEET NAME: SHEET: ji .~.; ~ lOW C06 7 .,...,..~.,...,..~.".~.". ~-~~~~~~~~.,...,...,..-~- r 12" MIt-12" MIN f 4"MIN. r- -j 4" MIN. ) .....~.".-- Pick Hole 7 1-1/4"~ ~~~ 11/16" -- I rT - l o 0 0 0 D~ '( o 0 0 0 0 ~ 0\ \ DSTORMD ~ o 0 0 0 0 0 Y.-J...[l.SEWERD Required ~ 0 0 0 0 0 0 0 o 0 ODD 4' 2' I I 1\~ I 2' I NI~ " BLOCK B 12" MIN 16" MIN BLOCK A ]\0 N "M ~oo . 6h '*I: o . --5 j~ Ult-o ~ 0 f-4. 1:: ~ ~ <ciSU ~ . sti ~ en & uj ~ ig ~ 0 or Ci3 ~ u.. B . . . ~ -= -< ~,~ Cl ~.~ .....;..,." .~j ~ ~~. "0 J: 5/8" Min. 4 Required & 4" MIN. 4"MIN. CJ~ C]~ I~ 16 --*~ ~~ BLOCK DEl AIL r-f~ - -f---.--- r . to 2" x 4" WOOD FRAME JOINT WRAP, SEE NOTE 1 STRAPPING, SEE NOTE 2 CONDUIT JOINT SEE DETAIL, BELOW __~ ___;0,,;; I t I I I --- ---~ ~ ~ - --- --- - -- -- I I I I I --- ----J=-= --=- --- ~'" KEEP WRAP SNUG -" AT BELL AREA JOINT W / BELL (SHOWING FILTER FABRIC) ~ I ~ t I ~ \ ~ SECTION /. "/~~ ~ ~~~~' ~~:. ~.../ . .,:' . . .... I' I ..~ :.- ..~,... 'II ~ " .' .' ~)""- // ~ " ~r-............ ~ ~ , ~ "- ~~ / " " I ~) Non Skid ~ Pattern ( Required RING - HALF PLAN I -- ---- ..... _ CURB (TYP) 'U a> ~ :9 .J::. o L. a. a> L. o lI) +' C a> E c 0\ .Cii lI) o 20' (TYP) . N ~ .~ ~ ~ ~ ) ~ ~ ) ) ~ ~ > L. o 36" ~23"~ 21" Machined Surfac I I ["i I / l ~ '" /~ ~~ 1":", '\. -~ I N JOINT W /0 BELL (SHOWING FILTER FABRIC) I ~_ / BLOCK A ~ (TYP) o ~ f~ ~ ~TL~p~K B . ..... , 1'1) ,-!3LOCK A / (TYP) .-. -- SOUD COVER . U ~ ~ D ct "LBLOCK B (TYP) ~FLOW LINE , . ..... ,= ",N I L. I 22-3/4" I ~ 0 ~~Jt Machined Surface I ~ I ~ I ~ I ~ I ~ I ~ ~>.> l t ~ lh..- ~ ~ G3~~>~ ~< ~ ~ ~~ ~ ~ a.~~CI) ...... ~OINT "\ ) r(~~ ,.~~/W-12" LINE l--. ~('0' \ ) J). END OF FILTER FABRIC \.~.)Y OVERLAP TO BE MINIMUM OF 12" BELOW SPRING LINE ROUND PIPE i ~ '8 ~~ ]~ ~ti ~ ~ -Q., - ~ ~~ . 01 L. o ~ ~ ... CI) N _L-- . '" - ~ 8~ r-~ 9~ r- r- oo 00 ~~ :2 INSTALL BLOCKS AT 20' ~ INTERVALS AS SHOWN ENTIRE ED :2 LENGTH OF FLUME a ~ -GRADE g BREAK 10' SPRING RING - SECTION Minimum Weight 7" 232 Ibs. 9" 278 Ibs. I RETENTION BASIN L. o lI) a> 0\ c o .J::. U iii c o +' o ::l 'U o L. a. a> a::: ,; G) L. o a. a> L. a. a> L. a> ~ >. a> .J::. +' L.- a a.. -GRADE ~ BREAK II ' II I ~) SOUD COVER SECTION Minimum WeIght 128 Ibs. GATHER EXCESS FABRIC AT CORNERS ,-.,,-., ~~ -- 00 00 -- NOTES: 1. JOINT WRAP SHALL CONFORM TO ONE OF THE FOLLOWING: FILTER FABRIC-~IRAFI 140-N AS MANUFACTURED BY MIRAFI INC., OR APPROVED EQUAL. MINIMUM WIDTH(S) AS SHOWN ABOVE. ELASTIC BAND-AS MANUFACTURED BY CADILLOC EXTERNAL PIPE JOINT, INC" OR APPROVED EQUAL. WIDTH(S) AS PER ASTM C 877. 2. JOINT WRAP SHALL BE HELD IN PLACE AS FOLLOWS: FILTER FABRIC-MINIMUM 2 STRAPS AS SHOWN OR AS REQUIRED BY THE MANUFACTURER. ELASTIC BAND-MINIMUM NUMBER OF CLIPS AS REQUIRED BY THE MANUFACTURER, 3. GASKET TYPE SHALL CONFOR~ TO THE FOLLOWING: ROUND PIPE-SHALL BE RUBBER GASKET TYPE CONFORMING TO ASTM C 443 AND DOT SSRCBC SECTIONS 941 AND 942. ELLIPTICAL PIPE-SHALL BE COLD ADHESIVE PREFORMED FLEXIBLE MATERIAL EQUAL TO RAM-NEK AS MANUFACTURED BY K.T. SNYDER COMPANY, INC. OR OVAL ULTRA SEAL AS ~ANUFACTURED BY HANSON PIPE AND PRODUCTS CO. OR APPROVED EQUAL. BOX CULVERT -SHALL BE COLD ADHESIVE PREFORMED FLEXIBLE MATERIAL EQUAL TO RAM-NEK AS MANUFACTURED BY K.T. SNYDER COMPANY, INC. OR APPROVED EQUAL. NOTES: 1. WHERE ROADWAY BASE IS 8" OR THICKER USE 9" RING, ALL OTHER CASES 7" RING IS PERMISSIBLE. 2. MANUFACTURERS MODEL OF STORM RING AND COVER TO BE APPROVED BY CITY ENGINEER. 3. PERFORATED COVERS, WHEN REQUIRED SHALL BE SIMILAR TO SOLID COVERS. JOINT ~ 2 /STAKE / / ,,:l : / ~ ISOWETRIC VIEW CONCRETE FLUME " \ ,. ....f 12" NTS [)/ FABRIC~ . 3'-4" 2'-4" ~ ND FILTER FABRIC OVERLAP ~ ~INIMUM 12" BELOW SPRING EUIPTICAL PIPE UNE SPRING L1N ~I I~ -- SEE GRATE ABOVE~ SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS IN A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OF OVERLANDFLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 11" 11" I-:-:..- ---:..- 2' 2" 2" ~ 2t -l I. -- ~ =0 ~ti @) . co ~ ~ 2 = o U - ~ 4--- I- - - ~T TER~INAL V- -- MANHOLE I %t ;~-'< ~ )' ........ ~ \ J I 7, ~ /J J/~ I ~~ -=:[0 I ..... - - :.--- [ ^- ,..-- SQUARE BOTTOM L--' ..., PERMITTED PLAN CI.) d < ~ ~ Q ~ tJ g ~ Q CLAY OR CEMENT .LII I~ VARIES BRICK "ASONARY (( 'l . !? ~g~~~~ or .~ ;. 00 / - 8" - . / "D" MIN. ..~.. 8" // OR TO SUIT PIPE / I- 12" _17'// /1- - -.//1---;2" J~/ / 7' "'" i {"E" '\) f 6"~ ~/ ~~ .At-- /~ I "......... ' ........... ..::........ '........... .~:\ ..L,... i:T t>':' P p 4 ~ ,,~ 4-L.t SECTION A-A "-- "G" I I ~. ~ ~ ~. ~. ~ ~. c===> ~ ~' ~. c===>. ~ l8 --~ ~ . ~ "" c===> -- c===> ~ --~ JOINT N ./ 7 ~.---7 ./ -:;7 1-( ,.)/ J - 12" ,.~ / // ./ BOX CULVERT I/l old in .- 21" 21" 2'-0" 4 ~ ~ . .(!f o I "i'l . I/l I ;,. II o I ", . .- ..... 0 . I- ~ (I)" 1'1) I 1'1) l.-.r-- -- ~ ~ .~ ~ ~ o ~ "'tj a ~ ~ ~ J: ~ ~ t 8" 8' -~ SPRING LINE .'- ... ~ B clj ~ ~ >-~ clj u ~ o ~ C+-t .--4 ::s ~ --- - - 4 ~ < OM N~ - .Q. o CD ZO = ~ -uLo.. c: . -"l:l :~ III ELEVATION OF STAKE AND FABRIC ORIENTATION SILT FENCE SEDIMENT BARRIER AT INLET -- . "'0 ;> .--4 ~ = co I "" 2'-4" J I- r I ~EJl- ~-~ ' L 11" wI' _L-- .J::. .~ .J::. ~ t PLAN ISOMETRIC VI EWS (SHOWING FILTER FABRIC) L. .E a> lI) o a. L. ::l a. 3'-4" 5i'~ I 2'-0" r Grote7o-..L . r. ~CI. 1 N Eye Bolt See , Index 201 ~"" #4 Bars 0 12" Ctrs. I~~ STRAW BALES ARE TO BE PLACED 4 INCHES IN THE SOIL. TIGHTLY ABUTTING WITH NO GAP. STAKED AND BACKFILLED AROUND THE " ENTIRE OUTSIDE PERI"ETER'~' '" .,..; .c x_ o QI :20:: Approx. WeIght 235 Lbs. 2'-39" I- -I ~ ~ ~ ~ ~ ~ ~ L. I/l 0 ~ .,rGASKET(S), SEE N21TE . PRIME~ // ~ONDUIT EXTERIOR [ . y-: ~ . --..:: ~ . .. ....,. q. 0 , : ~PRIMER L. o a> ... 'in "6 c: O'l .i: o a> .J::. +' 'f'''>1 . 1; ( -u c: o ED . O..-e UI 0 QI (J UI o L. a. c (I) ED D 3'-6 4' 4' 5' F G 8" #3 at 12" E.W 8" #5 at 10" E.W 12" #5 at 10" E.W 12" #5 at 10" LW B C 4' Max 6' Max 7' 10' 7' 14' E 24" Max 30" Max 48" ~ax 48" Max A 2'-6" 3'-6" 3'-6" 3'-6" I~ c: C ED = = = = = = r ~l + -----. I ..-e SHALLOW 0'- 4. STANDARD 4.1'- 6' DEEP 6.1'- 10' DEEP 10.1' - 14' I N o o . co BELL AND SPIGOT TYPE JJ)JHI WITH "0 RING" GASKEI (PRIOR TO PULL-UP) TONGUE AND GROOVE TYPE JOINT WITH DOU BLE GASKET (PRIOR TO PULL-UP) t t ..... I/l 1 ) // r- SECTION I o NOTES: 1. All CONCRETE TO BE 3000 p.!.!. Straight Bars 2"x re" Retlcullne Bars 11" X re" Bands 1t X i" Approx. Weight 100 Lbs. o Recommended MaxImum PIpe Size: 2' -0" Wall-18" Pipe 3'-1" Wall-24" Pipe o +' ~ - ~ ~ Q,) ~ ~ till ~~~ ~ '8 ~ ~ o fi:r-r- "€9088 o-"t:l~~ Z8tar:::-r:::- ~~5~~ ~ ~ ~~ ~~ ~~ =~ e1lll""'4U ~~ o o lI) +' C a> E ::l o o 'U G) lI) G) .J::. +' 1 3 5 o o MANHOLE DETAILS TYPE C INLET CONDUIT JOINT WRAP DETAIL =~ ~- - - NTS NTS NTS = = = - - - ~ SPACER BLOCK .Ac .... .Ac .Ac .... .Ac .... .... _ - - - - .... .... .... .... .... .... .... .... - - - BUILDING BLOCK LAID 6" FROM THROAT WEB HORIZONTAL. 0\ C :;:; u .i: +' lI) a> L. AREA INLET WITH GRATE " ~~.~ ~:~ , . j\' ,;T '-- PLAN VIEW lI) +' .J::. 0\ .i: L. G) .J::. +' o 'U C o /STAKEO STRAW BALE /FILTERED WATER ~ .-R7 ..--....v - r- ROLL OF 12 1/2" GUAGE WELDED FENCE, 2"X2" MESH, 8" -10" DIAMETER FILLED WITH 3" STONE. , .: ,,\{: ...;;.~\~ ,;."~(t:5 . ~:...~~~j RUNOFF WATER ' WITH SEOI"E~ "'i ; -:. .,4$/"--"--.-' ~, "\~, ~ .. :'\ ~, /:( , . i DIMENSIONS AND QUANTlnES .#Y /A? ~:l L.-...> ~ -.::: W N CONCRETE SLAB (CY) SODDING (SQ. YDS.) G F E A B C x o <--> t ;, SPACER BLOCK It I...LJDDDDDDDD\;;;;;T i .. .f={iP -+,t -H-:T -::t~ l~~~--f- ::U~ -::~2~ t.~~. 3. 5 2~t.- .=us' 5.91 ~:5~ 7 1.7~.,- ~.50 ~~~ 4.-3- .2:15 _ ~.~L -1_.!.!L-~,56 II' -2:0~~ _.Jl:C5F 1.21'" '3'=1 2..2~ 6.08' 8'\'1' I '1~~ g' '2.'24 1.ti7 1.33. ~=1 2.21' ~09' -~ Tn,," lI'nr 4,!l~~ 1.19 2 -10 2.36 5.12 7.48 5.03' 9 1.41 U'2T 1.21 T=5"" 2.53 7.18;'> 9~1' 7.03r. 11 'ft' '1:W 1.25 4'-3 2.70 9.25 11.95' 9.03 13 2.00 6.W. 1.29 5 ~j"'- 2.87 11.31'(: 14.18' I1.D3t) 15 2.24_ _S._67 1.33 O.~ll 0.44 0.54 0.66 0.81 0.57 0.66 0.85 1.10 1.32 ~-~ 2:1 _8"._ SLOPE . 36" ~36" IS.... 4: 1 18-"- SLOPE 27 'jO" _3_0" +' .J::. 0\ .~ a. o o lI) G) > L. ~ lI) G) L. .- ! (I) o z < I- o ~ ~ (3 0:: UJ a.. ;> UJ 0:: , . "/'1- 22 24 26 28 23 25 28 31 34 FlBERIOUS FILLER MATERIAL v;.BUILDING BLOCK OR DRILLED 2"X6" ~2"X4" TIMBER V} 7 , . GRAVEL FILLER 2"X3" PERFERRED~ SILL~ ~ ~ UJ :> UJ 0:: SECTION A-A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5") WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE ~ETHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS STREE OR HIGHWAY MED!ANS. tmIESi 1. FIBEROUS FILLER WATERIAL IN FRONT OF BLOCK PREVENTS GRAVEL FRO" WASHING INTO STRUCTURE. 2. 2-X4" BEHIND BLOCK AND ACROSS THROAT HELPS KEEP BLOCK IN PLACE. P~CE IN OUTER HOLE OF SPACER BLOCK. 3. BALES OF HAY AND SOD, SI"I~RLY PLACED, WAY ALSO BE USED. ~ (3 0:: o l4. UJ i7l !!! B E 6. 6.42. 6. 6.25 DI..ENSIONS PERWITTED TO ALLOW USE OF B' STANDARD PIPE LENGTHS. 010.400 10.10. DIWENSIONS PER..ITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS. 6. 0 CONCRETE S~B SHALL BE DEEPENED TO FOR" BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW. CONCRETE SLAB SHAll BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW. o c ~ z UJ :E :2 a u SPACER BLOCK iii .~ O'l o (5 c: .J::. o G) t- STRAWBALE SEDIWENT BARRIER AT INLET SEDIWENT TRAP AT CURB INLET m < l4. "" ~ N , "" o m < l4. "" ~ co "' 8 >- m ATTACHING TWO SILT FENCES 5' SOD . . o---n- FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR IF USED THE WIRE ~ESH ~ < o L. a> +' o ~ APPROXIMATELY 8 INCHES OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL SPACING OF POSTS TO BE 6-10 FEET APART FILTER FABRIC MATERIAL ~OPc If..... /0-~ts 3" OR 5 1/2" DEEPEN~ AROUND OUTSIDE EDGE OF PIPE FOR 5 1 ~2. SLAB '- 4:, C I / \ / / / / / ~\...~ 6/0/ / ~ ,7 2:, "--CONCRETE ~ I o ~ PIPE CONNECTOR-........ ~ ~ t ?o--- h / ' * -----=: ------------I NO LESS THAN 0 SADDLE ~ ~ I / / / / / / / / .~ / / / / / / ~ / / / / / / / / / / / / /)( /" '. ' z N02lESS TtiAN D ~---t;i ;-T NO PIPE I JOINT F ERMITTED '4 BAR -1' , U). UNLESS APPROVED BY THE ENGINEER E PAID FOR AS PIPE CULVERT F (PIPE TO BE INCLUDED UNDEF UNIT PRICE FOR MITERED END SECTION) A PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE __- 7 c :;:; (J) oct o o C'ol ;> UJ 0:: a ~ -- --, LI_--- I 1 I ,y-SOD-/~ /BEVELED OR ROUND CORNERS in ~ '-1~1> C:S:h ~ I:~ 8 - -- '^' )- - PROJECT II: 050-00 1 I \"".::::-->y /~ \ > r / I r"'..., Co' ~~ i~ ,..-- , \ ,.,~:> ~:[ ~\ r"" ,.'!""i~~~ .~~~ ~.,~;c,~ .......~~fiV.. /;:/0'1_" C''1!:i'1'',,' ., )~..~;~~..i';.., ,," . ~~,...~;."";"" ~".~~:; ~ ~. I ..:'~ -- WOOD OR STEEL POST~ ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL +' .J::. 0\ .~ a. o U DRAWN: SCP Ic..-7/r ~E DITCH GRADE" ~~ ^V/,~, :00' )1 "\ / RUNOFF APPROVED: FAB FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX) ~ESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS ... - \ " / " ///).... f.?-../ --------- ~ ~SOD)I DA TE: 04/28/04 5' SOD ....., I int If) BACKFILLED TRENCH DIRECTION OF RUNOFF WATERS ,-., . Z ~:2 ~ SCALE: NTS t t II] --- -- ~ DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP APPROXIMATE 4-INCH BY 4-INCH TRENCH CONCRETE SLAB. 3" OR 5 1/2" THICK, V iREINFORCED WITH WWF 6X6-WI.4XWI.4- v SHEET NAME: -SLOPE: 4:1 WITER: TO C PIPE rot! PIPES 18- AND SWALLER. 2:1 FOR PIPES 24" AND ~RGER. 2: 1 "'TER: TO C PIPE Fot! PIPES 18" AND SWALLER, 1:1 FOR PIPES 24" AND LARGER. TOP VIEW-SINGLE PFE CO? INSTALLING A FILTER FABRIC SILT FENCE 4 6 SHEET: EROSION CONTROL DETAILS MITERED END SECTION 8 NTS NTS 'I " 1\. & .. FIRE HYDRANT .. == ./ASSEMBLY (TYP) ~ !!! I . (!1 ZX < ~~ = I e ~ , oo~ -N DISTANCE VARIES I. VALVE BOX ..... I I T I I I *- I I I .~ '""'~! .~ kJI ~. I I MECH. JOINT VALVE I III ~, - - ONLY APPROVED KENNEDY GUARDIAN NO. K-Sl A MULLER CENTURIAN NO. A-423 U.S. PIPE METROPOLITAN z ~ I I /~VALVE , BOX I j II I I I ~ I I I 'Co I N TAPPING SLEEVE & VALVE BY CITY, FEE BY OWNER/CONTRACTOR ~ ~ I .~ ~--<<-- f ~- : ~EXIST. WATER MAIN ] &=.. ........ ----- ------ ---- ------- -- --- -- --.-----------~-=_ I -------- . ~ N' CONNECTING PIECE W/INTEGRALLY CAST MECH. JOINT GLAND ON ONE END-D. I. ROTATABLE MECH. JOINT GLAND ON OTHER END. RESTRAINING JOINT (TYP) NOTES: 1. ALL FIRE HYDRANTS TO HAVE 5 1/4" VALVE SEAT. 2. ON HYDRANTS REQUIRING RUNOUT LAST TWO JOINTS MUST BE RESTRAINED. 9 FIRE HYDRANT ASSEMBLY NTS SET TOP OF VALVE BOX TO FINISHED GRADE \ FINISHED GRADE~ \ . . 1 I " ... . "! \ . /CONCRETE COLLAR IN UNPAVED AREAS I .1, '-- :..J' '... ,. '. '. ,';' I: A1~~ . RESILIENT SEAT M.J. rJ~ GATE VALVEE~~ 1+-' WATER MAIN OR L~ . ,"- RECLAIMED MAINI~ _ '~ ...., ...,. . ~ . SEE NOTE 2 ) ~ ...~\: -: ~- ( ", " \'.: .- BEDDING RDCK../ 10 GATE VALVE AND BOX NTS tor) NOTES: 1. WATER MAINS TO BE ON NORTH OR EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT. THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED AND PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING AND CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER Be SANITARY SEWER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" AND LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS 1 1/2" AND LARGEST TO ANY MAIN IS 2". 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36". THREADED CORPORATION STOP MUELLER H15008 OR APPROVED EQUAL (TAP AT 45" ANGLE) SADDLE IF REQUIRED SEE NOTE 5- - ~_.. t. ..~~ .~ :;;) ,~# ~~ -J/;:==;. t---.A (~"'~<'J.' \y / , I~ ~~ --- SADDLE SHALL HAVE DOUBLE STAINLESS STEEL STRAPS WITH EPOXY COATED DUCTILE IRON BODY. WATER MAIN 11 WATER SERVICE CONNECTION NTS * APPROVED R.P. DEVICES HERSEY-BEECO MODEL FRP II WATTS MODEL 909 OR 009 CONBRACO 40200 ~:. 0000 ._ 0 o 0 0 -. 0 o FORD METER FLANGE~OP VIEW FORD ANGLE VALVE Flow . (FLANGED)-.............. ~........ ~ ~~p ~E ~ ~ ~-.~IE · APPROVED DOUBLE-CHECK VALVES ~;. WETER 1- HERSEY-BEECO MODEL FDC 1 WATTS MODEL 709 OR 007 (FLANGED) CONBRACO 40100 ~ Vi z ~ ~ ~ ~ DEVICE MUST BE INSTALLED LEVEL. . N f 1/ 12 /;URB STOP MUELLER H 14350 WITH LOCK WING AND COMPRESSION INLET __ ~ OR APPROVED EQUAL .. :11~ Ig:] ~ -- ----... 1 _ ;I. :0 APPROVED BACKFLOW PREVENTION DEVICE (FLANGED)* '=> ;:::; '1 BRASS NIPPLE Q: W ~ o I- en ::I o w o Vi '"I -- NTS REDUCED PRESSURE BACKFLOW PREVENTOR & -, ~ -~ rl MEGALUG RESTRAINER (TYP) L I~ ). ~- ---------.-:::::::::::-.:::::: - ( EBBA 1500 SERIES (TYP) ~ ~.. ( ~ ~ ~ ) ) ) ) ) ) ) ) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE. 8" PVC MAXIMUM SIZE USED IN SYSTEM M.QI.E; THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. } VALVE TEES BRANCH 28 47 66 ELBOWS (deg.) 11.25''1.50' 45" 249 3 6 12 4 8 16 NOM. PIPE SIZE 4- 6 8 DEAD END 46 65 85 90' 21 29 38 ) ) ) :RESTRAINING GASKET (TYP) ~ C=' .. nle . ~ L r 1 THRUST RESTRAINT (TYP) '" ~ ~ =-- ~~ ( DO NOT USE FOR VERTICAL OFFSETS ~' ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (deg.) VALVE DEAD :0\. TEES SIZE 11.25,22.50' 45' 90" BRANCH END L M.QI.E; THRUST RESTRAINT ON SLlPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE OR AMERICAN FAST -GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. ) \ 4 6 8 12 16 20 2 2 3 4 5 6 17 23 30 42 53 63 30 42 54- 76 97 117 18 30 42 tl tl * 3 5 6 8 10 13 7 10 12 17 22 26 ~ THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS - 6 PIPE RESTRAINT NTS TRENCH WIDTH VARIES ~ CROWN TRENCH IN W/ C::17~ n~ PIPE.......:-- UNIMPROVED AREAS (3" GRADE ~.---:-- --<--I---.... MIN.) (SEE NOTE 8) '\ FINISHED ~.. I "----- '!~l!!: . t~>f/I; ~""."''':';II /I;'//~ '1i!11~y ~;::IM ..J 0~ ~~ ..J ~ . ~~ ~~ ?;j!~/ .' . J2;!!;~ ~: ~ 1.111'-'-',;-; . ~-....:.II/C ~ I- ::I II; 7/1" al 0 ~ ~ ~ ~z ~ 0.:::::::: . {I)i/.I":' 0 w ~ -....:.~ ~~ zw /;:/1;, ( IE. E. NOTE. 4, ,/::;:::'1///1; lei II) en CO....ON FILL 1;; ;./1 ~....... t MM .-....:. P PE 0 0 "''II ::J :fl/-....:. I. . Itll"! I .::::;-....:. ~::::::/ t /!!!.:::::::: rll;!!!!!; 12" (TYP {~(/I ;"';-:-"';~/~ .JIII'!./ 'C:';, t ~1:/.>:. Cd /I.!!! 1"";'1 '/ /-;-..11 ~7:1 II:::::: UNDISTURBED EARTHI~/I::::::f .,. ~17!:. (SEE NOTE 3).)! ~1/;.. ~/l~; -......... . . . I.~, i/;,):!(7!!!~;::I))I/j;!PI..:.$!fr!!/j4/!jj !...,:j~~ I~I / /, / ,', ~ '-. ,/~ II...... 0,0/1, I, I N SELECT COMMON FILL Cl~ Z o 101 o I- lei 0 al Z 101 101 Q. 101 Q.~ NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95" OF THE MAXI...UM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95" OF THE MAXIMUM DENSITY AS PER AASHTO T-1S0. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. 7 TYPE "B" BEDDING NTS THREADED CORPORATION STOP MUELLER H15008 OR APPROVED EQUAL (TAP AT 45" ANGLE) STOP LESS CHECK MUELLER H14350 WITH LOCK WING AND COMPRESSION INLET OR APPROVED EQUAL - ~F ~ - "'I'nlcr ~ -~ SADDLE IF REQUIRED SEE NOTE 5- A ).,,' .'W' ~ ~ I::=:~\~ (L~)~ ~ :r - WATER SERVICE TUBING DRISCOPIPE 5100 OR ENDOT/YARDLEY BLUE JET, SDR 9, 3408 POLYETHYLENE SADDLE SHALL HAVE DOUBLE STAINLESS STEEL STRAPS WITH EPOXY COATED DUCTILE IRON BODY. WATER MAIN 8 CHLORINATION TAP NTS 24" x 24" x 6" THICK CONC. 3" D1A. BRONZE DISC PAD TYP. EACH ANCHORED IN CONC. VALVE BOX. \ PAD STAMP AS REQ'D (SEE NOTE 1) SIZE OF VALVE___ --............~::1~ . r~~L B::5uND )Cis ~ TYPE OF VALVE rBV . / SERVICE ~ ' DIRECTION & /" I NO. OF TURNS / 4" ~^ TO OPEN..J~~,,;,:,>,:\~_ ... WATlR VALVE BOX AND . ^:: '1'/ , COVER (TYP)-,,-~:" ~ N / ~ ~ 3000 P.S.I. V 12" CONCRETE MIN. /, UNI~PROVED CONDITION ~3" D1A. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D. . I I N. ~~... \l~N~~ORS j) TOP FLUSH WITH FINISHED GRADE~ \ NOTES: ~ ~ 1. BRONZE IDENTIFICATION DISC SHALL \\ , ~ BE REQUIRED FOR ALL VALVES, AS REQUIRED BY THE CITY FOR ~ CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" X 18" X 6" OR 21" ROUND X 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED 3. VALVE COVERS WILL BE SQUARE ON j TOP AND ROUND ON THE BOTTOM j 4. LABEL TYPE AS WATER, SEWER, OR REUSE 9" ~ASPHALT SURFACE II ) BASE ~ j ^ V LVALVE BOX AND COVER (TYP) I~PROVEP CONDTITION 3 VALVE COLLAR ) NTS ~II -~ ,~~~ ~ ... ~~ ~ ....- ~.' F 1i''', ~~ ,.. ~~. .... ~ I!. 2" BALL VALVE HOSE BIBB~ GALVANIZED/ 3/4" 2" GALVANIZED------ . Ii ~ < ~~ "'"'" -- l RESTRAINED 2" ~ TAPPED PLUG~ ~ ~II ~ 2" CORPORATION II!! j; II. Jl ~<_.+~) ? ~~~ ~ ~. J. E't TAPPING SADDLE i=(~ ~f J'=-~~' ~~-- -.( ) '< ~ I ~:J TOP CONNECTION l~ J ~-_. -------J iiiioiiii END CONNECTION 4 TEMPORARY BLOWOFF AND SAMPLE TAP NTS CROWN TRENCH IN UNIMPROVED TRENCH WIDTH VARIES AREAS (3" MIN.) (SEE TYPE B BEDDING AND TRENCHING DETAIL W/ SIZE OF PIPE FOR OTHER RESTORATION~___ ____~RADE\ ?!{7!!;; (~jjl/; 'ii!kf~ .::!fy-r'i/ ...J 00 ill;]: ~::! ~ C:'/~ "-1';-:./ ::> ~ N ~l~ ~~ ~Uw Ie 1/",;-; ~:,'IIi' X ~ t- ~ ~ <mo yC:::- .....:::::: ~ ~ Z /:jj~ '/Ij'lll":' II) 0 101 :;;;~; pEE NOTE 4\. I~~)';;;/; ~ ~ e COMMON FILL , ^ '* .~!' I- ::;;;-....:.~. PIPE O.u '/~ I I "-1-"":' ~~ N t ;:~~ '/1i!!J~- 12" (TYP.~~ ~~ t jj};!: ~~ k!~ SELECT COMMON FILL :-.....~.:;; .J~ il;:::::: II:!!' f........,,; ,.,:;;. 0000 . 0000 v::':::0('::': 1;/2 I 0 0 Qc ~ I Qo Qo :-""';' BEDDING ROCK j ~ ~~~i2,c&:: C)otj~~8 ~ PIPE BEDDING (SEE - !!/;~ '6 'b~'bX6 '6~'br~'bi2,'bg'b 1//1-0 NOTE 8 & 9) 7/1?;{(!/li?;i!;;Y'{::}~I1!!?!!f< UNDISTURBED EARTH SELECT COMMON FILL -- Cl~ Z 0101 01- 101 0 al Z WW Q.W Q.e NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95" OF THE MAXIMUM DENSITY AS PER AASHTO T -lS0. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95" OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 5 TYPE "A" BEDDING NTS & ------- - --.................".~..".~.."...."....".....,... ~ ~ - ~ 5/8" Min. 4 Required r~ RING - HALF PLAN 36" ~23"~ 21" Machined Surfac / 'i / L '" I"-.. /~ ~~ "'''''" I al ... o . " - >~ ~ ~ ~':.t ~';;)- ~ - ~ ~ ~ t ~ ~ ~ ~ ~ 4" x 4" x lS" LONG ~~MIN.) PRECAST POST ~ WITH 3" DIAMETER BRONZE DISC SET IN GROUT AS SHOWN ABOVE. RING - SECTION Minimum Weight 7" 232 Ibs. 9" 278 Ibs. ~ NOTES: 1. WHERE ROADWAY BASE IS S" OR THICKER USE 9" RING, ALL OTHER CASES 7" RING IS PERMISSIBLE. 2. MANUFACTURERS MODEL Of STORM RING AND COVER TO BE APPROVED BY CITY ENGINEER. SEE GRA~E ABOVE\ VARIES -L1 t ) ) ) ) ) ~ > > > > ) ) ) ) ) ) ) ) ) ) . ~ . = al . ~ I I- o Q. = lei o /'" Required ~ I~ Pick Hole 7 1-1/4"~ ~ 11/16" - ~ o 0 0 0 O~ o 0 0 0 0 ~ 0\ \ SANITARY o 0 0 0 0 0 SEWERo 0000000 00000 Non Skid ~ Pattern RequIred ~ ) 1 j ':.t j .......... tor} N C I ... I' 22-3/4" 'I~ 0 c, ~rO~, : Machined surf~ce/ SOUD COVER SOUD COVER SECTION Minimum Weight 128 Ibs. CLAY BRICK MASONRY 1/2" CEMENT PLASTER 8" BOTTOM OF CORBEL BRICK~ ~ , __lJ I - - - ADJUSTABLE SCREW TYPE CAST IRON VALVE BOX (SEE NOTE 1) 2" LOCATE WIRE PIPE /BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT .:.'....u ",- ,~~'~.', ~ -- -~ ----. -- : . :-'i ., ',' ;,:-. ""- ',.,,' l i( , , :.. NOTES: . .., , '.'., 1. EXTENSIONS SHALL BE MANUFACTURED .,'\, . , .. EXTENSION USED FOR VALVE BOX INSTALLATION. EXTENSION SEGMENT LENGHT DETERMINED BY INSPECTOR. 2. THE ACTUATING NUT fOR DEEPER VALVES SHALL BE EXiENDED TO COME UP TO I FOOT DEPTH BELOW FINISHED GRADE WITH TWO SET SCREWS OPOSITE OF EACH OTHER ON ACTUATOR. 2' JOINT IN PIPE ENTRY TYPICAL _____ ------ ~ 2" "on "E" f--=.-- ~~ I 6" - f4-. ~ ' ~ .a.-L ;_ ~ .a..-& "'-"G" SECTION A-A ) ) ~ ) ) ) ) H J ~ ? I ) NOTES: > 1. ALL CONCRETE TO BE 3000 p.s.l. WITH FIBER MESH REINFORCING. > 2. P.V.C. PIPE ENTRY REQUIRES MANHOLE ADAPTER > COUPLING BY FLO CONTROL INC., OR APPROVED WATER STOP COUPLING. > 3. MANHOLES SHALL HAVE A WATER PROOF BITUMINOUS ) COATING ON THE EXTERIOR ct INTERIOR. KOPPERS BITUt.lASTlC BLACK SOLUTION 300t.l, OR PROCO ) EP-214. ( A B SHALLOW 0'- 4' STANDARD 4.1'- 6' DEEP 6.1'- 10' DEEP 10.1'- 14' 2'-6" 3'-6" 3'-6" 3'-6" C 4' Max 6' Max 7' 10' 7' 14' ~ .... ~ ~ 1 8" - ..., 12" ~ j j j j ~ j j ~ ~ ~ c ~ j j j ~ 4 J~ I J ~ I SQUARE BOTTOM PERMITTED Q 6" THICK CONCRETE COLLAR '\ W/ NO.4 REBARS ON ALL _<: / SIDES SET FLUSH W/ FINISHED PAVEMENT OR 1" ABOVE TOPSOIL CI COVER GRADE ~-==::J - c. o ~~ >::1 00 101 Q:Q: o Q. . 0 NQ: o - ~, I ' , . -'--" i... . f LCROWN OF DROP PIPE SHALL MATCH CROWN OF OUTFALL PIPE FOR OUTFALL PIPES OF 10" OR LARGER. E.W E.W 1 LW LW ~ PRECAST CONCRETE MANHOLE DETAILS NTS (, \ PAVEMENT TO GRAVITY SEWER --- PVC RISER -./ r-- A/. 1- WATER SERVICE TUBING DRISCOPIPE 5100 OR EN DOT/YARDLEY BLUE JET, SDR 9, 3408 POLYETHYLENE ...::........ .-/'.../ -- - - AT TERMINAL MANHOLE WYE \. BRS I~ ~ PVC STOPPER WHEN CLEANOUT IS AT END OF SERVICE LINE 2 TYPICAL CLEAN OUT NTS I "v \ ~ o ~ -.... ...-- // \.. - - -- l.f'..JL-- ~ D 3'-6 4' 4' 5' E Max 8" Max 8" Max Max F G #3 at 12" #5 at 10" #5 at 10" #5 at 10" 24" 30" 4S" 48" 12" 12" ~C :RASS/GROUND COVER + 'Co o I- + N en w it: ~ ~ J j ~ o II) Q) 01 c: o ~ o ui c: o :;:; o :J '0 o ~ ~ Q) a::: 'ti Q) ~ o ~ Q) ~ ~ Q) ~ Q) ~ >. Q) ~ .... ~ ~ .~ ~ ~ ~ o - ~ o Q) .... 'in C .S: 01 'C o Q) ~ .... ~ ~ I 01 c: :;:; o 'C .... II) Q) ~ II) .... I~ -5, 'C Ie ~ Ie ~ .... I~ 0 I~ '0 c: I~ 0 I~ ~ 01 I~ .~ ~ o o II) Q) > ~ Q) II) Q) ~ '0 Q) .... ;Q ~ o ~ ~ Q) ~ o II) .... c: Q) E c: 01 'in II) o c) ~~ ~~ ~oo '6h~ o . -oS ]~ ~'e> f-4. ui t;jU ~ . i3fi en ~ ~ ~ ~ ~~ ~~ ~< <:> ~?;~~ a.~~CI) Q) II) o ~ ~ :J ~ tJ".) d ~~ ~~ ~~ E-4E-4 tJ".)tJ".) ~~ tJ".)tJ".) ~~ ~~ ~b ~ tJ".) o .... II) .... c: Q) E :J o o '0 Q) II) Q) ~ .... B~ cdS ~c5 ~~ .~U ~~ I~> '.', ,. 1;~:\:{ ,; 1, ). W:~t 'llii1L,.: ~ UJ :> w a::: o c: ~ U a::: o u.. UJ ~ !Q ~ z UJ ::I :2 o (.) ui .~ 01 o o c: ~ o Q) t- >- m m 0( u.. ~ . ~ ~ ~ ~ ~ "- . co o 0 ~ Q) .... o ~ :;:; (/) ~ o o N :> w 0 .... a:: uj ~ {~ S ~~ .~ . . '" <~~ ~ 0:: '-' . c: ...J ,.g ~ J: . U ~ i ~ ~l' e~ ,g~ ~[i ~ttI :::~ ~E-< .. CI) ~ B = Q) U ......-l .~ ~ ~ Q) ~ '\j ~ ~ ~ ~ - ~ ~ < ~ ~ 4) ~ .... ~ '6 ~ fj o !i:l'l' ~~.g~~ zsfir:::-r:::- ~~5~~ .' ,)1~ . _Li~~~~ ! Ul o z 0( I- o ~ ~ U a::: w Q.. ;> W a::: m 0( u.. PROJECT II: 050-001 .... ~ 01 .~ ~ o () DRAWN: SCP APPROVED: FAB DA TE: 04/28104 SCALE: NTS SHEET NAME: SHEET: C08 9 B" ~ o .g 8~ l'~ C;>~ l'l' 00 00 NN ~~ ~~ -- 00 00 '-" '-" ] ~ =c ~ti @J ... ""'" B ~ ~ ~ ~~ ~U ~ B C+-t .....-4 =' o --d > .....-4 ~ I,. ..1: ".,\ . 32 EXIST. PAVEMENT (SR-60) 1- _______~_____ nn_ _ \__ __ 30 -- ------------------- 28 ---- ---.. 26 ~.--- R/W EXIST. CONCRETE SIDEWALK \ -- ---~---- ------ - --T-.------ -.. EXIST. GRADE \. , I / I PROPOSED GRADE-j------ '~ I I I~ PROPOSED 8" PVC WATER SERVICE EXIST, 12" PVC WATER MAIN ~ . _._------------_.__.~~~ . :ts' EXIST. GAS I (SEE NOTE 112) 24 -- .------- ----_.-~---- .--- ------ --------.------.--------- EXIST. GRAVITY SEWER ~ 22 - - - -. - 1----- 20 SCALE: 1" = 4' HORIZONTAL 1" = 2' VERTICAL 7 32 30 -- 28 26 - -..-------- - - --- 24 POINT OF CONNECTION WATER LINE SECTION AS SHOWN 32 R/W EXIST. CONCRETE SIDEWALK \ . --------------~ ------ \ _ ---- EXIST, \ GRADE \ 30 EXIST. PAVEMENT ,___(SR-60)1_ _ _____ " 28 _u_ __ _ .___~__________.. 26 ---- ------.---- 24 -- 22 -- ----~_._._._-----------~- EXIST. GRAVITY .------ SEWER------- 20 SCALE: 1" = 4' HORIZONTAL 1" = 2' VERTICAL 8 r T ~ I EXISTING SANITARY PROPOSED __nO MANHOLE ~E ::;~A~~~: :i~ \ ! _____ - EXIST. GAS ________ (SEE NOTE 12) :t14' .- f\... ~\ \ )-__ .m_ ____un' ,~PROPOSED 8" DIP TlE~~:}:;:t~~~~ER /:\.1 (SEE NOTE 112) ~ -: - - - POINT OF CONNECTION SEWER LATERAL SECTION AS SHOWN NOTES: 1. REFERENCE SHEET 5-1 FOR STRUCTURAL DESIGN OF TIE-IN TO EXISTING BOX CULVERT. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING WATER AND GAS UTILITIES IN RIGHT -OF-WAY PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES OCCUR WITH DESIGN DRAWINGS. 22 --- r--- I I I \ I U 34 ~" 32 '-.. " \ \ \ 30 \ \ \ \ \ \ \ 28 26 24 SCALE: 1" = 40' HORIZONTAL 1" = 2' VERTICAL 20 4 AS SHOWN 32 .. ----- --- 30 28 -- 26 ------- 24 5 NTS 22 32 ---.- 20 30 --- - 28 -... 26 PROFILE OVER WATER MAIN 3'xS' EX. BOX CULVERT ..... I I I I I I I I I I I I I I I I -- PROPOSED GRADE 34 -.------- -- -- --- -~- 32 --- --- r EXISTING GRADE -~~~ I . ~- -- \ / 30 -- / / / - ~_. -- --...../ 28 26 .-.- ---- 24 EXISTING HEADWALL 4'x8' RECTANGULAR 'J' BOTTOM MANHOLE. SEE STRUCTURAL DESIGN ON SHEET S-1 FOR DETAILS, " \ PROPOSED 54" RCP I \ " \ ~AUGN 3',5' OPEN'NG 'N BOX WITH EXISTING 3'x5' BOX CULVERT PLAN VIEW STORM SEWER CONNECTION EXISTING HEADWALL EXLSL~01'lCRJ;TE SIDEWAlK7 I '" -- - -~SEE N~;~--*1 - - - I I I I I I - -ri~-- - 3'xS' EX. 24 BOX CULVERT --- -~----- 22 ---- .'- ~SEE NOTE #' 20 SCALE: 1" = 2' HORIZONTAL 1" = 2' VERTICAL 6 AS SHOWN R/W _ ---1--' 32 I /' 30 --~~ --------- '-PROPOSED GRADE EXIST. GRADE~ 28 ----- ----"':- --- -------- PROPOSED 54" RCP 26 ----- --r 24 _________ __ .nn ALIGN 3'xS' OPENING IN BOX WITH EXISTING 3'x5' BOX CULVERT POINT OF CONNECTION STORM SEWER SECTION 22 20 / /;, > / /. :// / - / / / 32 1--- u f-------- 32 30 -- -~ ~-- \\ C:9"X'10"- ERep - t..~-1. & ~ ) 'i ~ ,b.. '-'NY H' ?R" l' ~~- ~ I 28 -- 30 -- -- INV. EL: 29.42 28 26 --- __nO ____ 1-- --- 26 -.. ---- ~--- If TOP ELEV, 2U 1 \ r = 1:UIlC; ",P' WAI'. "AlN I 24 SCALE: 1 Jl = 10' HORIZONTAL 1" = 2' VERTICAL 1 STORM SEWER CONFLICT SECTION AS SHOWN //;;: <</> < ,//,;> // . ;). 32 -- 32 ---.-.-- 30 30 --- 4" STEEL ENCASEMENT 28 . J T , 28 ----- 26 1\ '.~VG____I~'NV EL, 28,2D If TOP ELEY, 2U4 /\ r 36" CONC. PIPE WATER MAIN 7 26 ---- 24 SCALE: 1" = 1 0' HORIZONTAL 1" = 2' VERTICAL v 2 WATER LINE CONFLICT SECTION AS SHOWN 32 -. /;;~<...-.;~//>(v@~/~~; 12" STEEL ENCASE~ENT 32 ..---- 30 ~ ~ 30 28 f------ --- r \ 6" Pye _" I \ ~NV, E" 29,96 I 28 --~ 26 ~-_. 26 TOP ELEV: 24,41 24 ------ _ -------~----~---- ( 7- 36" CONC. PIPE WATER MAIN 24 \~ SCALE: 1" = 1 0' HORIZONTAL 1" = 2' VERTICAL 3 SEWER LATERAL CONFLICT SECTION AS SHOWN "U CD ~ ;Q .r::. o ~ 0- CD ~ o (I) ... c: CD E c: 0' '0 (I) o ~ o (I) CD 0' c: o .r::. o rn c: o +-' o :J "U o ~ 0- CD 0::: ~ CD ~ o 0- CD ~ 0- CD ~ CD ~ >. CD .r::. +-' .r::. ,~ .r::. ~ ~ o - ~ o CD ~ (I) "6 ,~ 0' 'i: o CD .r::. +-' ~~ ~~ ~oo . 6b =#: 0' ~ ->5 o ::s il< O~ ~~~ t'6 ~U ~ ' sti ..... en . ~ ~ 6i~ ri ~~ ~ ~ ~< < > ~~ ~ ~ ~> ~ ~ a.. ;;> ~ ~ CD (I) o 0- ~ :J 0- (I) z ~6 ~~ ~(I) tZ)(I) (1)0 O~ ~U UZ ~O E-4~ ~E-4 dU E-4~ ~Z o U o +-' uj ~ i~ ]. 0 oc" l:Q..~,~ -!l , bh --,....,. . t':S ~.~.......::. ~ '5 ri \:> "0 J: i t '8 c:lr-- ~~ ..8~ ~ti ~~ .-4(:l., .-4 ~ ~~ ~ 2 = (J) U ~ .~ ~ ~ (J) ~ '\j a ~ ~ ~ (I) +-' c: CD E :J o o "U CD (I) CD .r::. +-' ~ B~ ~ ~ r"l <( ~ ~ C'dCS u ~ ~ :> ~ ~ 'S ~ ~ ~ 0 0 5:: r-- r-- ~Z .,t:;~ ~88 ~ :I: 1:::::.g ~ ~ .~u ~ B fa r::-r::- ~~ o'S-~~ rJJ ~VlC5__ 0' c: :OJ o 'i: +-' (I) CD ~ (I) +-' .r::. 0' 'i: ~ CD .r::. +-' o "U c: o "'\. ~.. ~.,1\\: ' 'f~~t i '( , , --L__.' t4'X8' RECTANGULAR 'J' BOTTOM MANHOL. E. SEE STRUCTURAL DESIGN ON SHEET S-1 FOR DETAilS. --- -------- :t 11 ' / +-' .r::. 0' '~ 0- o o (I) CD > ~ CD (I) CD ~ ~ ..... :> ..... a:: ~ U a:: o t... ..... i7l !!! o c: ~ Z ..... ~ ~ o (.) rn .~ 01 o o c: .r::. o CD I- >- lD lD -< t... ~ ~ ~ ~ ~ ~ ~ "- ~ co o 0 ~ CD +-' o ~ :OJ (/) ~ o o N ;> ..... 0 .... a:: ~-" ,'<;: , . ~ ;l~ ;f;,~~ ,~~MJiC; ! U'l o Z -< I- o E ~ u a:: ..... a.. ;> ..... a:: lD -< t... PROJECT II: 050-001 DRAWN: SCP +-' .r::. 0' '~ 0- o (j APPROVED: FAB DA TE: 04/28/04 SCALE: NTS SHEET NAME: SHEET: C09 10 ~ 8~ r--M 9c-;' r-- r- oo 00 ~~ -- MM -- 00 00 -- ~ ~ ~ti @J ... ~ B --d ~ ;> ~ 53 ~ ;>...~ &SU o ~ ~ ......-l ::s o , ~~~ ~, , .< ';" -- 21" . It'l I ~ - -- ~l ._~ I ~ ~ t I I. 3'-4" 2'-0" 8" f-~ io t PLAN 2'-0" --- / ( \ ~ ^ A . CONTRACTOR TO FilL / BOTTOM OF STRUCTURE / ^ WITH CONCRETE ./ (2,500 PSI) ~ 9 SECTION -I IX) 21" I I"l 8" -- - , ) 5 NTS 6 NTS & ~-~~ STS-11 STS-18 ( (S.E. POND) (S.W. POND) TOP 31. 75 31.23 \ INVERT 28.28 28.27 ~ BOTTOM 26.25 26.25 ~ ~ ~ .A.. -. ~ .-.~ --- ~ ,.. rALUMINUM SKIMMER I TOP --;,/' ~ T --~& I 12" "-- . (TYP) -- .-.. ~ -- -1 g- ~P '\--- ) ~/ INVERT ~ 2'-Ji" r-I . we ~ ;~ ( - III 0 ~ I CD C N g ~ m Q. C CIJ m ~ I() - - ') t: C m . A - -BOTTOM Straight Bars 2"x h" Retlcullne Bars 11" X h" Bands If' X 1" Approx. Weight 100 Lbs. MODifiED TYPE "e" INLET 7 POLLUTION CONTROL STRUCTURE 1 & 3 DETAIL NTS NTS t I I & / _ ~ ~ 'W" "'.- ~op or POND 32.00 - .... ~ 9' ~ ~ ~ ~ ~ ~ ~ .... - .... TOP or POND 32.00 ~ ~ ~ .... .A.. -. ~ 1 - -. ~-- ~ 100 YR/8 HR EL.(roOT) 31.30'\7 ~ -. -'.A.. ~ _ .A.. .A.. ...... ~ .- J 1 POND BOTTOM EL. 28.00 NORTHWEST POND SECTION ~ - Z -~~".. r~4' FENCE ONLY ALONG TOP or (WALL .-...............~ ~_..... & ~ - ---- .... .... .... -- TOP or POND 31.50 100 YR/8 HR EL.(roOT) 30.99'\7 - 25YR /24HR EL. (SWrWMD) 30. 92 ~ RETAINING WALL SEE SHEET S01 FOR DETAILS ill :y <..<v~ 1 ~~<.. ~<::) ~.s: ~ GRADE BREAK EL. 27.00 I NWL/ GRADE BREAK 27.00'\7 8L 1 I Ja ~1..\Q~ 1 ~~\G -.>:~Q ~~ POND BOTTOM EL. 25.00 tfQll; SEE WETLAND MITIGATION PLAN DATED 6/14/04 BY AES AND LA 1 FOR PLANTING. --~-. -'~~""".A..A..-''''''~'''''~'- - - - - NORTHEAST POND SECTION I I - ,.--- ~ -14" X 23" ERCP TO NORTH DRY RETENTION AREA I I 3'-4" rv- io a" -~ I ~ I-- ~ 21" ~ ~>~~:-:".'~,::;:> ~~':::l:~ ~:(" ~~~~~/. ~~. W " '.~ y ).: '" ~.'...;< ~!> 'y '/ >';-: \( '. ~ >>.;,.~,,~~..:...:~.,);?:.,~~:, .0 '" y;;YxX; . . >< ,<v:>.. '" v~" .,/,^,-) "1),-.(\" Vjo'y. .x':<)<X"'. I Yv\'x.' ;~~").{~(~X)'v>" N . /)y..y.)-.)<).:,'t>(.<,.>.' Y",~'>0 2'-0" . III I .~ : - I I"l a' - f-~ 10 21" t ~ ~ - -- t PLAN Cy- CONCRETE FlUME- 2' WIDE WITH PROTECTIVE RECTANGULAR WEIR2\ GRATE COVER I 2'-0" I TOP EL. 32.00 I j RETAINING WALL AT WETLAND MITIGATION AREA 2' -38" I. wi //~> .....~ 'W",....'W"_~ ~> WEIR El 29.76 , ~/ INV. 28.42 . we ~ ;:e( - .. 0 ~ I CD C N g ~ m CL C CIJ ID ~ III - - lA\ (( \1 \-- /< ~.-... .A. ~ .... \ ~ -- SECTION L 14" X 23" '" -0 t: C ID .' .. :. . . ~ Cy- Straight Bars 2"x h" Retlcullne Bars 1!" X rs" Bands 1 i" X 1" Approx. Weight 100 Lbs. ERCP MODIFIED TYPE "e" INLET POLLUTION CONTROL STRUCTURE 2 DETAIL & ~ - -- -- -- '" ~ ~ ~ ~ ~ ~ ~ TOP or WALL :t33.00 TOP OF POND 32.25 DR~E II ...----KEYSTONE RETAINING WALL L:::J ~ 100 YR/a HR EL.(roOT) 3t.64~ > J 1 POND AT WALL 30.00 . t<<ITEi SEE SHEET LA1 rOR LANDSCAPE AND TREE PROTECTION REQUIREMENTS. 4) POND BOTTOM EL. 29.00 < --~~ -~~~~.... --~...............-.~~~~~~~~~......~~- 1 SOUTH POND SECTION NTS fA ~~ ~ -.... ~ - ~ ~ -- ....- ~~TOP OF POND 32.25 TOP OF WALL :t33.00 , \ 1 PARKING AREA '\7 100 YR/a HR EL.(roOT) 31.75 ] - A 4[,-"\-~- - ~ - P:HD~ A; W:~:::'~ -------KEYSTDH' RETA'H'HG WAll I '\. POND BOTTOM EL. 29.00 / 2 SOUTHEAST POND SECTION NTS '- &~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~- ~-.... ~ - ~'\ P~RKING AREA TOP or WALL :t33.00 TOP OF POND 3;?Ji225 DRIVE5 100 YR/8 HR EL.(roOT) 3t.23~ ~ ~........ -. ~ ~ -. ~ ~ -. -. ~ ~ -- ~ POND AT WALL 30.00 -7 j4 KEYSTONE RETAINING WALL ------ I\. / 1 POND BOTTOM EL. 29.00 ... 3 SOUTHWEST POND SECTION NTS ( < ~ < .MQIDfIED TYfE "e" INLET FIBERGLASS SKIMMER roOT INDEX NO. 232 N.T.S. ~ ~ r 12" ~ IHV'RT n, 2.,.3, \ .--.. .--.. u w z ~ o ...J U ll.. '-" '-" n 1~1 n n n n n n I I I I I I II I I I I I I I I I I I I I 1 I I I I I I I I 1 I UUUUUUUU nnnilnnnn 11I1111111111111 / II II II II II II II II V UUUUUUUU/ ( o OUTFALL PIPE I N 1'- / PLAN FIBERGLASS SKIMMER 3/8" ALUMINUM PLATE T. SKIM: 31.50 TOP EL: 31 .30 I I I 8.4" I I I I I I I 1 WEIR EL: 30.00 I I 40" 1 I I..' w I I : D--:T: ORIF CE nl2~0~_ __ _ _--=.1._ J TOP EL: 31. -.......... ---.... WEIR INV. EL: 30.00 12" (TYP.) I. 17" ~I WEIR DETAIL ~ ORIFICE INV. EL: 27.00 SHWT - EL: 27.00 OUTFALL PIPE BOTTOM EL.: 26.63 B. SKIM: 26.75 . ^ to> . ^ ^ t> t> t> to ----------- A " / v A' CONTRACTOR TO FILL / / t BOTTO~ OF STRUCTURE t> t> WITH CONCRETE (2,500 PSI) ~ ~ BOTTOM or POND . . "' , . . A ^ ~ BenOMA EL.:' 23.50 · ~ . --- ------- ..--- ----~ -- .------- --.--- 4 POLLUTION CONTROL STRUCTURE 4 DETAIL NTS ]~ ~ "('f') ~ ~oo J- '6h~ .a 0 ~~ ~ ]~ i j< ~.~~ ~~ <~':: Cl ~. """" ~~~ ~8 0~ '5Ei~' ~...i ' ~ ~tl.4 u: CI) -0 Q) ~ ;Q ~ o ~ Q. Q) ~ C l/) ...... c: Q) E c: 0'1 '0 l/) C ~ ..~ a:: ~~ o~ ~< ~~ ~~ D~ ~ o l/) Q) 0'1 c: C ~ o u) c: o ...... o :J "0 o ~ Q. Q) a:: "U Q) ~ C Q. Q) ~ Q. Q) ~ Q) ~ >. Q) ~ ...... Zen 9d ~< ~~ ~~ 60 ~~ o~ ~tJ en~ z~ o~ ~en ~~ Uo B3~ en~ enZ 00 ~u U .c .~ ~ ~ ~ o - Q) l/) o Q. ~ :J Q. ~ o Q) ...... '0 c .~ 0'1 'C o Q) ~ ...... o ...... .... V) ~~ <> ~~ V)~ ~V) . U Z ~ i 6) "8 a:l~ ~~ ~ri ~ ~ _c.. - ~ ~f-4 .a 8~ r-('f) 9~ r- r- oo 00 ~~ -- ('f) ('f) -- 00 00 -- ~ E = o U ~ 0::: ~ri @ .....-4 .~ ~ ~ o ~ "\:j ~ ~ ~ .. ~ .B "'0 ~ > ~ ~ ~ >.~ ~U o ~ ~ ~ ::s d l/) ...... c: Q) E :J o o "U Q) l/) Q) ~ ...... ~ ~ - a~ ~ ~ ~8 u ~ oS ~a I ~s~ !:::jZ ~ 9 688 T"'""""""l::I: 1::_"t:S~~ · ...-4 U ~ 8 i t=:' t=:' ~~ o'S-~~ 00 ~VlC5__ 0'1 .~ ...... o 'C ...... l/) Q) ~ l/) ...... ~ 0'1 'C ~ Q) ~ -+J o "U c: C 1 :( 1', '.. ..';1\ . ;ili:1').~ ...... ~ 0'1 .~ Q. o o l/) Q) > ~ Q) l/) Q) ~ ~ IU :5 w a::: ~ U a::: e l.L. w i7l ~ o c: ~ z w ~ :2 e (,) u) .~ 0'1 o o c:: ~ o Q) I- >- m m -< l.L. -.t -.t -.t ~ ~ ~ ~ ~ ~ ~ "- -.t -.t co 000 ~ Q) ...... C ~ :;:; (/) ~ o o N ;> w 0 .... N a::: ." ,,' 1\' ,.SI v , ~ w :5 IU a::: ! Ul ~ l- e E a::: e l.L. w i7l ~ m -< l.L. , ~': "1~ , . ,'. .,. .,i~~~ ! Ul o z -< l- e E ~ u a::: w a. ;> w a::: m -< l.L. PROJECT II: 050-001 ...... ~ 0'1 .~ Q. o () DRAWN: SCP APPROVED: F AB DA TE: 04/18104 SCALE: NTS SHEET NAME: C10 SHEET: .11 . . . , '--~ - ~ - ~-I~~- f-- -1 . L /.'.'i :1 , II i" f . I' I / . / J' -i ~ftI~__. uL: f'f!i~ -- f' .~ /' .- / ,- i ,~ / .-- ! - ,.<. I I ... ... / " / ...'" / ~#'. '/ # / ~~(?:;> ' / / I I . ~-~--'"'----~ ~to I / ~ \j ~/ '~. J7' ./ u (I) +-' "\ / / / I / .1 I //1 . / . / ! /," '" i / / 0 I ..y I - - - - - - - - - - - - - - - - - - - - - - - - - -/- - - - - - -I ~ - _.~ - - -.,.1- - - - - - - - --/ / / ,~_ /1 I. _ __u!: ."6,23 I =r=7_ - I {"~ M I ~.., i L'" ./ ,~ETtNTION fl i ,....., / / ...lIIt... .' - - ::-'II ,..~ . ~ ~ I'.'''..... ~ ,....~,"'" . . '" r"~~.f4'!'..",. · .. , '----__-1---------- ..__..~...._. 1/ / ~~/ ./3f6't5 .0 ..c o L 0.. Q) L o / ROOTI( N:;:!'llo' ..~ '" ";.... <,. !!"."" ~ <lllI{,. '.' T ~ .-------~--- .." //~ ~ / / ..."". 29 RETENTION M vv ....... -~--~-~ / I ,.....- '" ,..... f-- r3f6~5 r- (f) +-' C Q) E c 0'> (f) (f) o ... ...., .. '" -- -.:rz:;- '~ ,L. - / .1 ~ . -- ------------ --- ------------ ---- --- ------ "'-..... /~ . / / / / / :'NTRACTOR SHA~L4:/ / f ~': ~ CONSTRUCT PUBLIC SIDEWALK RAMP CUTS IN 0 ACCORDANCE WITH FOOT -"- INDEX 304 ON EACH SIDE Q OF THE DRIVE IN FOOT Q R/W. +-' U :J U o L 0.. (I) 0:::: 239.69 (f) Q) (J'1 c o ..c u / / / / / 60'x22' ACCESS EASEMENT FOR TRAFFIC LOOP MAINTENANCE / I / / SIGNALlZED--' --. _..~ -......... -" ; INTERSECTION" ....~..-. i .... .:J:1~ '.80' (WATER) / / / / NOTE: CONTRACTOR SHALL REFERENCE TRAFFIC ENGINEER'S PLANS (AMERICAN CONSULTING ENGINEERS) FOR WORK IN RIGHT -OF-WAY AND INTERSECTION REDESIGN PER F.D.O.T. PERMIT. / / / / / ? __ __._~___~ f_. n t , , , 1 , 1 . ~ ,. ~ / +/- 163' (SEWER) :;' +/- 210' (STORM) ~;t ~ 'fA.."" .~ I ~ ~ ~ - .__._~ - _ nu.L _ _ _n__~n / .j'- - BOULEVARD-- STATE ROAD 60 GULF BAY TO HORIZONTAL CONTROL 0:::: lOW >-tm> O.._~_~ oc tt:.. (/)<(0 II ~ , , t , J I " . , . ~. :. " < '. " ~,~~ _f': -, '.. , .4 .,.. ,"""~ ........~.-,~ ~ ~ e .- ~ . ( < / , r---------------------------------------------~---~--~--------- I . t 'I I I I \~3019 b I .......LV D33.48 /: .~:' / .~ 2.69 b 32.96 /.- ~J ~ =- .33.70 33.05 _! - 32.76 33.20 32.55 ...! f'_ __ (TYP) I P'J, _ / -=- /~ET[NTION I .r3f6~5 / !!!!tr i u ~. , . i - / I / - ::~ - I :~ I_ "'.~" . --. ...~..~. . r^""'f'l"~~~.""'" . L_.,._...' '---- - -..J.- - - - - - - - -- . ~ I / ./ " /1 I. / . / I / _ 32.85 / 1--", .3.3.~ I / 33.50 / 33.00 ~8 ~'20 . . . / r;;.~32.10 1 / f\V1" 33.1~ I 32~0 '( ~ ..^ RmNTIl N ~" . "" '" "... "", " !Il'l\ fill lI!\lJ ~~ . 33.04 / / / / / ~ / 32.25 A, ~ '-RETENTION ~~ I /32.54...... 32.60 / .,,~ // I / / / 0 -- ~'5J"> \~~:~tH PPINi~~~ ' ~k ~~ r'f6t' J" ~U310 u ..~.. ~~:~~ 7" ..~',M90 r- ; / . Y / ~ . ~ 30 56 31 02 · . 32.02 ~ . 31,12 . .~... I - - - - - - - - - - - - - - - - - - - - - - - - - _/_ - - - - - -j' ~ - _.~ - - _.,.1_ - - - ~ - - - - // .; - -~ - - -- - - - ""- - ~-~ - - - - - -- --..,;., - - - - - - - - - - - - - - - - - - - - - - -- II ~/ '". . ...' _. ....... ..' ..f. ... ..,.... h.' .. o. '. ~ ~..~. '" ~._... L ,.". .. .." p'~.", ....~.._ ~ ~ ,,_.~. "' .. ,. .~"._ ~ ~ ~ .. ~ ~ _ ~ ~..:~~.:_ . ,. ",~ . ... _.. ~.... _...~. ~.. -,~. :~'.;; ,:.. .,-. ;. ~.. . .. ~.. .., ,.. ..,. ~ ~. ..-.. '.. ...." '. --, .. .. ... . '0... 0<; . .., ..... .,.. " .... ,., .. ,... ,. .,. ..... .~ ..0..'.. '. ,. ,. . .:. ".,." ,. . ! ." ,.,.. '" .. . . .. .. .... / 'H.~._.'~ ; I I I I 32.10 II / I I I I I I / / "...~ I f , I I .' _ ..' " ..' .. ~ ~." ,. ,. .,.. ." ... .. \ ! . , t .. , , , .. -" .. ~ ~ ,~ ... ,... ., .... .... -., ,.,.. ... .. .;.' . '.......... .< ... ~- I .1 / / I I / / , ~ t , ~ ~ f .q ~ \ .' , f " ~o SIGNALlZED=~.:~:~~~ tQj INTERSECTION, ~_.' ! e 1 <- ~ i , , / / / / / ~'" ~ (t:" :r:. t...: ':t~. ~. 'f: ~. .:~ ~_.1 ~__ / / / ~--~/- ---- - 1::- ._______ _ _____ - ~--- _.- ---- - / -I - GULF TO BAY BOULE lARD ~ \-2Y " , I f .f ~ ~ ~ ) STATE ROAD 60 VERTICAL CONTROL Ct: lOW >-m> -_.._,.~~~., (f)<(~ II r---------------------------------------------~---~--~--------~ It II I t I ..^ ..Jl ~ ..... ,.' . ^- ," '.' t',' ~ #,,~, w......~ ~ ~ ~..... >... -. ~ , . ~ 5 ~ ~ . ).\ ~ l. '\ ',. , ,. Ii, ! . ! NOTES: SR-50 ct 1. THE CONTRACTOR SHALL UTILIZE FDOT STANDARD INDEX NUMBERS 600 AND 623 FOR THE MAINTENANCE OF TRAFFIC ALONG STATE ROAD 60. HIGH POINT ~ 2. WORK WITHIN FOOT R.O.W. SHALL REQUIRE NIGHT LANE CLOSURES WHICH SHALL BE CONDUCTED BETWEEN MONDAY AND THURSDAY FROM 8:00 PM TO 6:00 AM. 16.5' 7' 3' VALLEY GUTTER 50' I , I 3. COINTRACTOR SHALL REVIEW 'EARTHWORK AND SITEWORK' NOTES 10, 12, 13 AND 14 ON SHEET CO 1 PRIOR TO COMMENCEMENT OF CONSTRUCTION. . <l .,. ., . . <l'" ~6" CLASS 1,3000 PSI CON RETE. 4. ALL UTILITY POLE RELOCATIONS SHALL BE CORRDINATED WITH THE UTILITY POLE OWNER. THE POLE RELOCATIONS SHALL ACCOMMODATE THE PROPOSED WALK AND/OR DRIVEWAY LOCATIONS WITHIN THE RIGHT -OF -WAYS OF THE ADJACENT STREETS. THE POLE LOCATIONS SHALL PROVIDE A 2 FOOT HORIZONTAL CLEARANCE FROM EDGE OF WALK TO THE VERTICAL OBSTRUCTION. <l ., <l ., . [EXISTING (IDE\ ALK BEYOND 31.12\ 31.00"""\. /31.00 .... .~ 2.0% :t: " / 2.0% 1: f '.. _1. ~ -, :. '.. . _. '.. I "- 2% :t 1/32.25 I / / / / / ~. . 6.1% :t: I I r'.. .. /31.81 V31.84 31 38 V31.66 /' \'X'ST'NG PAV'M'NT 5. CONTRACTOR SHAll SAWCUT ASPHALT PRIOR TO REMOVAL OF ANY CURB IN R.O.W. 6. CONTRACTOR SHALL REMOVE AND REPLACE ANY DAMAGED SIDEWALK SECTIONS ALONG PROPERTY FRONTAGE. SIDEWALK SHALL BE REMOVED TO CLOSEST JOINT. . .. .. 12" COMPACTED SUBGRADE (LBR 40) AS SPECIFIED BY FOOT REQUIREMENTS FOR TYPE "B" OR TYPE "CD STABILIZED SUBGRADE. FOOT PAVEMENT SECTION (SEE THIS SHEET FOR DETAil) ~PAVEMENT SECTION (ON-SITE) (SEE SHEET CO? FOR DETAIL) GRAPHIC SCALE TYPICAL FOOT PAVEMENT SECTION 20 0 ~ 20 40 I I ( IN FEET ) 1 inch = 20 ft. 80 I SECTION A-A 10 I ~ ~ is ~ 'r4-lt cf .... QIJ ..s:lQ oS .s ~ t:: o~ ~_11) ~~ ~~~~~ ~. ~=~ ~~cl'5~~ ;~. ~~ iS~' ~ rn L o . U ~ ~ ga rrr 0:: rT' ~ ~~f=U ~<~ ~ ~~C'I}~ CL ~ ~ C'I} (f) c o <J (I) L o 0.. (I) L 0.. (I) L (I) ~ >, (I) ..c +-' ~ ~ ~ Z t---4 ~ ; f-4 en ..c u ..c ~ L o 4- . f-4 . o . Q . ~ (I) (f) o 0.. L :J 0.. L o Q) +-' (f) o C 0'> L o Q) ..c +-' o +-' i i) '8 ~~ ,g~ ~[i ~~ =i ~E-t .g 8~ 9~ t"-t"- 00 00 NN -- ~~ -- 00 0Cl -- ~ "'" QJ ..8 E ~ QJ = U ~~ =-= fJ} ~ ~@ QJ ~ "0 = ~ ~ = ~ ~ ~ "'" ~ . .... Pt) ~ ,.e ~ ~ ~ ~~ ~U o .... ~ ~ (f) +-' C (I) E :J U o u Q) (f) Q) ..c +-' t ~ <:) ~~ ~ ~ ~ ~...... ~ o ~ ~N~ ~~ ~ '6~~ ~z o9~~8 ~::c: '€_'ONN ~ U ~ B i r:::- r:::- CIJ~ ~~5~~ /C". /T"}' / Ii',,;:. ,)' t :. '''.'1,', .. )) , t~f'7':i>ii.~!f , .' ;' ~", ' .. " .. " , I ! . \~ 'J, ,~ ">.,',./,; 0'> C +-' U L +-' (f) (I) L (f) +-' ..c 0'> L L Q) ..c +-' o U c o +-' ..c (J'1 ~ 0.. o U (f) (I) > L (I) (f) (I) L :!: w 5 w n:: o ~ ~ If) ~ :!: w 5 w n:: >- I- U n:: o lL. W ::) If) If) I- o o lL. n:: o lL. W ::) If) If) u c If) I- Z W ~ ~ o u (f) (I) 0'> o o c ..c u (I) f- ill <( lL. ill <( lL. >- ill '<t '<t '<t 000 w "-- "-- "-- ';;: co 0 (D o ~ ~ "" '<t '<t (D 000 L Q) +-' o ~ +-' (/) >- w 0 ~ N n:: '<t o o ("oJ o ~ :!: lL. :!: If) o z <( I- o o lL. >-' I- u n:: w 0. >- W n:: ill <( lL. PROJECT #: 050-001 +-' ..c 0'> ~ 0.. o o DRAWN: SCP APPROVED: FAB DA TE: 04/28/04 SCALE: 1" = 20' SHEET NAME: SHEET: ell 12 .-..i. , / / r' . :; ~ . : ' . .', . '.;1 / \ ~ ~. .;1 ,; ,: ~. /: / ': c,, ~,~.,.". ,. I /: " :i ,... " -. .... ./. '. /" I ~ ; I : r, j: 1" "." ,', ' .: : ,: / / \', / / / ......... _ _ ---:. _;., ~ _ _._ _ _ _ _ _ _ _ _ _ _ _ _ J _ _ _.- _ ~ - - - - - - - - - - - - /- - - - -.,.1- - - - - - - -.,.1- - - - - - - - - - - - - - - - - - - - - - - - - - - -- . I / ., !Y'; \' J' ~ ~~ . T' " ,. Li , , . II 'I /. :/ ,. I' I . / ....., , '. .~ '.:' r.: ~:. -: ( -.. ~ _,! .:: :,'1,' . 'I.;i~,. :<~'. ;" .~) .t.'~~!. " ' , . i ., "?,....:: ' .,.. ~~-~~-------~-------~ ~ -': I I I I I ~~ I ~ I ~ I 1RI / I - - - - - - - - - -+-- - - - - -lEt- - - -L- - - / ;1/ / I :- ~.~ I I : RETENTION \)' .' ,.: / ~ / / I : f.. ~ )~ I : :, I ~ / / )' ~ ..~... i I .: : 1 I 1 / / I U / · / I: --~~._-~.._- , ,I / I / I ' 1/ I:" '. . i! I " I /" ~ ~ ' '. ~ ~ I .. I / I II I I I · ~ l I r: ..L... -:..'--.. - - - - - - - :1: I . _ , I I I / I\.- .' 1:5 ~ " -!!..." I I ~" I I _ - II / rr ~: I I I RETAIL 'I II Jl I I I II 1 -jl r",,',"-.'",,"- I L_'~7~'-:-,,~;-_~-~'----' I I / , .. J ,." " '- '- '- " "":'" I · ;. r. '~, r , " r , 'E '.., '.1 ' :: I 4,700 SF. I / I 1/ I rr~.\ I 1: ~.: : 3: . . 4:' :.:' I l/ II. ".) '." ~"I I: : _ ~ /- I / \ // ImI. ~ It' .: . . ::. . , ^I :' I ~ /o.V / ( /''"\ I I~' ',' :'.. :. ':,~':, ~ : I' I ) IIll! .' (-' ~ -'- - -' - - >- - - · - - - --' "-' " I · ..... I ~ ,~ II: 'j' I / .. m . . BANK/CREDIT UNION : 0\,'. ~ I . r I : I 11>/' ~ / l / I I I I '<. e :f: 6,600 SF I I I . . . N _ ",7 . 1/ I I I ~ .:..., '1 r " ' : I, / ' r ~'';-" r/ ~~'-,,~'\ ~11 i \ V// · ! I. . I / I ~ II I' t t t t t / // . I ~~/ , '1 ",\1 ~_' / i/' / lei ), '/ I .. I: :1 ~:~ 1 I /~~ ~ i: / / / ... / / ~ ~ Vt I;: ~---" __a - W"~I2o____J ~ !I @ to I I I / ~ I ~ - \ ~ I .~ ~ n ~ . rl .. .." " , . ,. /. ' , , I I / ~ -/.[:;: ~ , - ~" " ..' u~.. .. . . ~ , j / I == ,:/ I/. / \b ;~ ~ ~ ( ~ ;V""""'" : /! I' !/ - - - f- <~ ~ ' /' ---- - - ~ ~l I /' I I-- /- - - - - - I~ u - - -%0- -'Ii;;;:: - - - - - - -./. ...--~ - - ---RE-fEtffioN / ' . R(TE!lTI< N ~ I--1'l l~ ~ 1// -- . /7 "'" pMf u ~ ..........-_,..~/....,..,. .._. _.1 ___. . ..,__ _... '0'7..: .'C.- ",__.:::,,1._. __ ._ .._ .... _ _. -.. - _. -----. ~~"-.. _.:.:;:.~.:.:..-~~",.- '..-. '7 ,-- ,. '.~ - ~--,..;,-... ..-' ...".. ,c. ,'.. ,.. -- d, -... .. , .. _ ./... . /_.. . . H. .'/__."H" H_." .. . .... . - .....- -..- - ...- H _H ...... ..~, ... / ,T - / --J/L/ ~~; - I - - - -" ""~ / . ./__ . - ;1- ~ .._.'". . - - - - - - / / / ~::~ ~:=._: ' / / . / / .. / / ..' . , . ~ ,;~~~;i~;~~~:'~~~' : ,__.. ., ~ . I / ../. . ,. . .... .. ..'--j. ...- ........... -.." .... P"_..-: ..... ...... .. / / I -.. .:::~=.~~ : ~( ,.~ __ ..~ ,.... ~.. . at"" _L..._ ../-,,/.. GULF TO BAY BOULEVARD cc"STATER~OAD60 '~....-'~- DETENTION/ WETLAND - - ....~i'" ~ .,"!! ..;:.t, ~ lOW >-m> ~o::~ (/)<(0 II I ~. . \ "I ;',' 1./ \ , I '1 ! I 13l6f I I . . , I I I I I I I I I I I I I I . I. I I .. I I, I I I II ,:'; ~r.: i I "; '. I ..' , I' ::: ; I . . I . . I I I I . ; I ,'I I . I .; .1 " .1 .1 'I I I I I I I I . I : I , I I ..J-.:....:._-~--------- 20 0 ~ GARBAGE [ ft. ] FIRE [ft.] GRAPHIC SCALE 10 20 40 I I I ( IN FEET ) 1 inch = 20 ft. 20.50 Width Track Steering 20.50 Width Track Steering . '1 . . .. . I~ C- - - - ~__-- ~- - ~.~ --- -- -,--- ~ -: - - - - - - - ~.'~ - ~ - -- - - -.- - -- - _l- - _l- - - - - - - - - - -- Ii' 1 ' t I I' " I ' 'I' I ' " I .. '::;: " I I . I I I I I 7.60 8.20 8.20 Angle: 31 .63 7.60 : 8.20 8.20 Angle: 31 .63 1 80 I "U Q) ..... ;Q .c o ~ a. Q) ~ o fJ) ..... c: Q) E c: 01 'ii.) fJ) o tJ .s~ ~ :f~ ~ .bill*: cO S o . -5t-- '0-= ~~ =~ ~l*: .... '" -5 l404 ..J tlil ~ ~ ~o "'G~"'" Q f-4 . ..!id= '"' tt~ .~~ ~ ~u ~~ ~ ~ ~ .tJ ~ ~ rn t ' , i J . U ~ ~ 6i~~~ ~l:~U ~<fS~ ~~cJ)~ a.~~cJ) i t '8 ~l' ~ rs~ 8~ .J::~ l'~ i[i ~~ ~ 0000 ~ ~ C'l C'l ......Q, a~ ~ o fJ) Q) 01 c: o .c o Ii c: o :;:; o ::l "U o ~ a. Q) 0::: "U Q) ~ o a. Q) ~ a. Q) ~ Q) ~ >. Q) .c ..... -.-. ~~ -- 00 00 -- ~ ~ @~ ~~ ~, Z~ ~~ ~~ ~Q ~~ ~~ UO ~~ ~ ~ ~ ~ 0 ..... ~ = ~ ~ =c u ~~ =-= rJ) ~ ~ @ ~f ~ .0 ~ 1-'-4 .e ~ "tS ~ ~ = ~~ ~ ~ U ~ 0 = ..., ~~ .c .2 .c ~ ~ .E Q) fJ) o a. ~ ::l a. ~ o Q) ..... 'ii.) "6 c: 01 'C o Q) .c ..... o ..... ~ ~ - ~~ 5 0 ~ > 00 ..,~ <( ~ ~ ~o ~ .aC'l~ ~ ...:l '8 C'l ~ !:::j~ ~g~~~ ~5 ~_~C'lC'l .., ~ Z B ~ r=:- r=:- rlJf-t 0 '6 ~ ~ ~ C'ltnO__ fJ) ..... c: Q) E ::l o o "U Q) fJ) Q) .c ..... 01 c: :;:; o 'C ..... fJ) Q) ~ fJ) ..... .c 01 'C ~ Q) .c ..... o "U c: o ..... .c 01 .~ a. o o fJ) Q) > ~ Q) fJ) Q) ~ ~ w ::> w 0:: en ~ ! ~ ~ W en W 0 ::> ::> () ~ ~ ~ >- ~ b ~ ~ u It u ~ < ~ 0:: 0:: 0:: zoo 0 ffi w Lo.. Lo.. Lo.. Q. ~ W W w 2 ~ ~ ~ ;> 8 !!! !!! !!! ~ o c: Ii Q) 01 o (5 c: .c o Q) I- >- m m m m m ~ ~ ~ ~ ~ ~ ~ ~ ~ co 0 I/) (0 < N ", 0 ~ o ....... ....... ....... ..... . . I/) (0 000 0 ;> w 0 ..- N ", 0:: ~ Q) ..... o ~ :;:; U) .f- a a N PROJECT II: 050-001 ..... .c 01 .~ a. o (j DRAWN: F)U8 APPROVED: F)U8 DA TE: 04/28/04 SCALE: 1" = 20' SHEET NAME: el2 SHEET: ~(,13 , I I ,/ , ' ' ~ !U3~ 3292 ' ,I' I I I I I .'----r---E-},-----I-t----,----{i----+----l----'l1 , I , ',..;_'>'_", ~~"""\-,-, 1 ,OS ~ h 0 ',t : pari kIn l' I I I / I I I : .i---_~ 0 v e ire d: ip a r Ik I n ~----~---9r : : : : Si'd~"""\ II \\ r-~~~~ : 5h9 1t"1r~Hl: I \ ~ I : : I \ / I : : \ I I 1---_ I I I I _---I I III I I I II 1'1 lr II /11 I I ,I \, I I '/ ,I \ I \ / I I \ 1/ I I 1-_ I I _--r I I I I I I I C II I II I I , I I I, I I I I I --,.-_--1- I I I :1 I I I : :: :1 .r. ", II wood' I : : \ \ I I I Y 32.96.\ I I : : 1132.77 26.71 : h.65 _-~----T- --"ti-5!--1 : : d : 33.15:. i I II I: Q, I: 'tt' P.tOS~ : I) \ I I ~.19., \ \ PS'~~t~~n~: ~ho : : I J.~j6y INV = 24,65 ---- ---- I 'j.-_- I I '1 I -- I I II I I 33~3 I 3342 I 32,11 II II (!~pICp I I I, 3h5 , r Jr I ..L. 3199 .!.----.!.-===~----- IW -------...",...----- ....,- -.1.:::- I _ _ _ I -=~..~gl ~ _ L _ _ _ _~~__ ~l'~~~ _ J1_ _ _ _ L _ _ --~c--1~~ ~~ ~ -d-1~~~~ :: U) II 1l':~TL 1_ _ _ -1:== _=1====1==~3!0! = = = ~ = = =~ ~= = = =~ =s(-= =~Z= - -= - == = = - - - E. -=--=- ~~ (. _ _ ___ -....,- - - - - - - - - -IW- - "7T.IS- - - - -...",... - - - - - - - - -....,- - - -- - - - - - -- ::3-=--=--=-'FJ-::.-::.-::.'ffr===[~t:-==~==={_3"===ti===fF-=_qfj33:79---------- WAllLID~l'~_ :: C Ii l!_________ 0.6' cone curb ,!;t--.......-...",...-!-------f,---- _____/W--------- -j- I LP. L .~E-~.9L___"Tt_-------------+l-----------------------1>I'---~7 / Plr.t ".v 10.13 / I ________1>1'--------------------------------1>1'-----7 ----------lNVWE'27:l5 II --__..... II / / INv~13,97 ................ · I UPLAND BUFF'ER II - I: I INV E = 24.03...., / / ENHANCEtoiENT AREA L ""\~e'- ~:::: / / /; 14 LI6 / BIM.OO~:JJ.J.8j (SEE CHART) 4 QVC- "" ~Y'. II. 32.57. I . / INV W = 2529.-. ~ ~'L "'''''-. A~ A'b ~ ~. >\ 32.'9"""\f~ ~ / / 1 L _ ~ / INVNE=~ u,~ ^ D\ _ ^ D\ ^ID\ r _+ M+l+Y_+Y\) rl T + T.Y+Y+Y-I) y" (\O-1+1+1+1;:r" V rl1+T+Y+Y+Y"W.'TY+Y+Y+Y+~+ (n+ +1+~~'Ir.~.1. y.y. Y .T.X,;PX.Y.UX. X.X....X.!. ,.. .Y.kJM v v ~'iaiiliIJi. Y. '''\!Ii cU.Y.Y.Y.Y;W, ..Y.Y.1.Y ~ - ~---- ---~ - ~I 7f/\ 'C:J ~ ~ !r ~ -" ~ ~. -~.. - -\-_ (*J 'X-P6TOD(- ) (- ~...- I~/~ ~---~~ -;:::r-~-;::r-~~~~~-;:::r~;:r~--;:::F~~~~Cl +1 1 -;-^ /A(\l'.. ~ QVC - - B- - ... ,-L- ....~ 0 '- ~ 0~ J:J_J_ I r I r.J~Jlr_J. I.J::J.=r=:J:J_J_J_J_J_ j : II M Z)~'~ ~~~ f/~ ,,~D /.4r~?~~~~~~~ ~~~r?:~?~~~~~rlr __ ~^" ""llI~ -r / ~ / ~ ~.~ .., ...s" 5 ~~~~ t~ :\!~, v ~~ ~ / ~./ ?>c1~ ~ {1cj='C! ~V.~ ~C13 ~~~rC1 ~ ~W ?C1" /I ~ - / ~ -V C1a ..~ V(J ~ ~LJl c.r~ ..J ~~:...I I I 'i -r'v ~ DUMPSTER AREA SE AIL / ~ p C1 ~ ~ '"'ZIi - c:::- : r / ~ SHEET Fa.".?"" aRMATlaN.-I / / <3 ~ \.It;... '" ~ 9~ <3 'J J It 9: ~ I ^~ ~ _ ~ ~ =~ I ~ / / ETE I <~~J_ ~\ ~~\ I f,4~ , )~. - .'.. 1 \ 3 avc h NO ~ " / / ..L ~ :,. ) V L.I J~ I :::"~E~'rrff~REA -- j l: ~ 7' / U( , I(RA'SED WALK e JP 8 ~ 7IJ ~ - 4 avc _ > ~~ f!1,~ :a"c~S~~-~~~~_-"'c ~ I v _ >Y , . (SEE SHEET coo) &4 RI ~ ~ ~ J____. 2& JP ~ ,U- ~~ It 'r,~~~~~,,':-,,~.!9~:~~ + ~ LLC ~& j /" -- ~ . ... ~~ ~2 At::t,- ~,.,.\ I' , ,', , ,', , _ . I. ~5 'I RAISED WA K .. ,.. ..Il )/" ~ 'Vj c.., I r I ,',' , , , , , ' ~~ I ~..J11 32' ( wI ~j/~ ,C~ ~r ~ !1J~><<>><'~'><' >-< . I. /" / ~ T.,.,..... 1IIJ"'Tl~ r ""f :! . ~............ ,...Zt~ I <3 ' , " , , , , WII I -;... <3. t - 5' CONRETE SIDEWALK J I . (" !'!+X+ + ~pr +Y.+ ":' 1(( .......... , .....) rJ ~ If',', " ',', " ',', r1Iiiij;i .;.. / I ~l (((( II ~ ~__ ~C:: .-..J~~ I t, ',', " ',', " ',' ~ + / / ,-r, / AI · ~& V6 ~ (NN ((iI' NirrrrF"'" ____ ~ ,.,- r I. I' ,',' ,',',' >- >-' .,;. ,-1 1/2" WATER I' r;' ~ I. 1-:l. LM ~ ~ ((((((~",\, I ~ I h' , " , , , + I ~ · / SERVICE LINE I tf I I 24'.#' @ ., ~ + "CONCRETE RETAINING WALL: ~ ~~ ~l', ",', "",', " ' ~ ~ <3 I / // /;, I //7TYP · ~ ,r'y~~~ c + ~~;:::~c+ ,'-( .y+ +~ ~~EJTR~~~~R S~~A~R DETAILS~ - bPr. ~::<:<<:<:<<:<~ ~~ I ~ ... I / / 1//1 / (]) III (]) /1 r.. ~ 6~~{~:cft~Efo S~~61~~IN~~t SITE: (g:ESET:)U~~~~ H~I~~ ~~~~D - Ii ~:<:<:::<:<:::<> ( '~ J I ><. 0) ~. LOCATION Wi BUILDING PLUMBING, L ON TOP Of' WALL. I .. ~ " " ' " " ',', ' ~ ., >:< I I ~ t III/~/I , I I / t ."'" 2\. ~ ~ ~ HANDICAP RAMP (TYP) - - - - -- - - - - - -;; - - -, I ~><'<<'<'<" '<' ,.. "'>- I >:- J . I I ,.. 1 , ..!.. ~ "/'. " " ',', " ',', ' + 0' >:- /" / / (SEE SHEET C10 FOR DETAILS) ~ I i ~""',', ",', ',', ~ _ >-< .. .u I ,-t t } ~ '0.. · I 1 2 3 4 I I . ,',' , , ,',' SI[~ ETB4~K RETAIL HI" I '" / 1/ 1112> TA 5 1),- .b .\j : k', "",', ",', ',' + I -;... . V W ..' '.~ 9.08' 3.08' 9.33' 9,08' 21' I I ~~,', ", ",', ", "",' >- 4,700 SF H I I .... I .~ I E&"l I~.' I 1.0' I ~',"',"",'" ~'-~"'" I + ../ 1/ :., C9" && T A ~ IIiiiI II I, ""',, , , >-<+ . II ~ ~ ~p I e ~&I &~ I~;l I "" "", !U .e~ '" .. II!' ETB 1,...... I' " ' ',' ,',' >-< == / /~I ~ ~(j)'Jl \\ ~l ~ -( &~ .. ~ I ~", ,',""" '. I ~+ :::n II & ~~,1I{e~~ ~..., \\ lClo LIe ~l e& ~ ~~ .~. .... 29.66 to I' " " " ',", ... ----. (J'-J. .... ... Gl \II)) w'" i-- _ _ i-- _ _ _ _ _ ,_ - - - ..J I ~ " ',' ,', , " . ;. FOUNDATION >:,\I'v ""- ""- " "" "V // // / / ~& I' ~ e .&~l r - - \\ j r ~ ~ ", " ", ", "', '<,. + , L^ ""- ""- ",,--"J./I/ / / / . . . I '" ~ II U) I' ,',' '" . I CJ'r-. " " ' " , " " . ~ 2 LIe / ~. <3 · m BANK I I r::: I' , ,', '," + .I!J. I-+- &e e . .. I 0 ,... " ',' , , ,', + I 26 v.., fllx-~ ...s s ~~ 'g · I I ~'I' , " '" >- -j ... .. % 6 600 SF 110 1'"",', , " " + ...... '~//I ~~12> TA "/I~..... I 0 Ii:' 2 MGC- I... &: fl ... , I l...t~'", ',', ,"'" 2 LIe.. j.' . . II'~ / . .... m >- \\..~ =el ., I .. I " , " ,',' I ~ I / -~ / f- ~ I ' I ,,' " ,,' 14 V6il ... ....1<3... I '" j!. /- es '-' 412> TA :m.... r ..t','<','",<""", I +y'+'{+ X+X+X+l+Y+ +Y+ :yf8 /. · II/,@,<Y <V~~ / ; 0 "t~\I1 0 ~gS~~D ~~~:'~R r " · Y I ~ FOUNDATION ~I 'i' ~>><<>><<>> ~~ r""'fo .<3 .' I So K \.. 4 }I .::;:y , ...../1 V LAND5CAFING I...... ' " " ' " " ' ' , _ / . 4 I'~ ~'/ . .'';'' ~.<3 I , ',' ,',' ,', \ V. _... './~/ ^{;-<v 36 T A I ~G ~ ~ ""~ ~ I >:K 26 V6 I : . ~"', '<" ", '<" '< ~_ .... . ~ I. . r-. " " ' " " ' " ' '~ I' ~~. ~'_' · / ~ S , avc-" I,~' 16 l.M t t t t t n"', ',"', ',', , / 212> vS " ~ 112> JP H ~_ / @ / / / Q r-y nl 5' CO TE SID ,; LK I. + ~1 eJ.4e 1 ei-le- t " .II",' ,',' ,', ;J..~ 1/ / ...~ / \ ....., --- x......... 'tJI "II,I ~ ;>j 'I [i= I \ I ~, ,',' ,',' ' r-- I~ _'" -- An... -- ' ~ ~ 16 OS 16 06l ~ I' I I",' ,',' ,', ~+ I~ 111/ t >- I..r .., , " , " , . I . \",,',," ~ ~ L AFFCOX ED/'"-E I I \. I' , " , " , I " . ... ~~, r I 0.. c.~ .5l1\.. 0 II. . \" ',' ,',' ,',' f~l yavc 1// .- / OF CANOFY ~ ~~t"""'l i'~..,. ~.\(+ + +y'+'{+ + 1+ + + .. . +~+ +~ ~-~~?-..;:,I">,'<',',',":',',',', ~ ~ I 4' Ferferated drain pipe .Ll~~ "\.. 'T, Ii.. , -tv .. . ~ lit ;:.'IF"' lit lit . I,' , " , ,', ~+ r= rr-I / 111/ ':..t / wi eocl<. eurrounded wi 3' ~,!, .>;"' """- --U~ /. .. lit 1( Y Y Y .lIl.. lit 6' . .1', ',', " ' " " ' ~ LW ' / ~ dralnfleld gravel and ~ to",;.... ... ~, ~" " . <3 . . . .......- . . 4 I . I , " ,',' ,', >-< ,>....' II ,>-"'< .... <3'''. U' '>"1 .. r, , " , " , / ~ wrapped wi filter cloth. / I~ I ,..,.."'" K ... A............ 1--- ~ ' , " , " , ~ / / / ~} GRAVITY WALL ,ff~ Ii ,..::/ '~~) Ii~ .. ~r'~;f............... ....... ........<<1..: 21 JF ^', 80D !... t',',~""~,,:,,,,:,< + I 'CONRETE SIDEWALK or 6...... ~,.. II ~~ ~~ ~ .......... .......... .......... .......... .......... Ja. 1M; 1 MGC "I ' , " " >-<............. /. ...... II ~ >- N r .<3. ""' r:J! 71 ...! ' , , " " G~ ~~/I; / ~~'0/\' ~~~~i~ 02" ~r==h ~ j "'~I~1! JP @ ((('(A~ CONCRETE FLUME~ "62 - f>>'>>><<>> I( Y'v ,1'1 '" SEE DETAIL SHEET COS / ~ ....... / I /. - 'i ~ % ~'/. ~ CONCRETE FLUME ----....... '" ............-:: Ao~ 29' I' , , ' , , ' , 32.3 + . .. ~ ~ ~~~~ SEE DETAIL SHEET C06:::-J1111"""~ ~ .,,,,' "'1 '. ' , , , , , , '~.. _1G'~D -I-r-SIGN - · LArea ~ ~ ~/ "'0 ~no eOD~~~ !&RI/\10'W rID!5E, FIRE LINE EASEtoiENT /1 ' RAISED CONCn ~p-~ ~ - - -~ 3~v -'':; ,,'fo .1\ ;':.._':o._':..:'~~>-~....:.,-~ / + 20' / I ~ ~ ~ f ~ ~ : . ~ CONRETE SIDEWALK I RB (TYPICM""..)l;! u~. Ia......~ T ~ J27,52 I ..;~ p~ ... ~ ~. .. ~ ~ ''''9'''00, "., 9"00 '0 C~"O, r- '/ - ~ 0-, ;" ~ L'li - ) ~ ~ 15,.-.... ~ "" 4 5PEl II ~' 41~ ~ ;~~" _15' 20' 20~" I J j, ,f...M_ T , ~ -:...1 ...~;: 22 ~ ;;~IEi::Jh_~~". .Y:~&~~_ &9 ~ // 3S"waterlln <3" ~ w: ~ ~~_b.. 15' .~-I::I .. - , ~~ 15~~~+1+ +-+ + . I" marke~ / + + ~ ~3 '6i~ :' ---vleI6IL.ITY le&Gl ........ ~w,;; 15' ,. r~t61l....ul~ ~ ~ SF6 f-o 0'1...: !+ + +. + + + + + + + itw+. 2l3~ + + +. + + + + + + + + + + ~ 28,92 II ~ + + ~ ~ --' ~r6l~ &e&e& 0 ~\;I;;I;;I; '"T,_ + ++++ 011:++ ++++++++++++++++ +++++ + + + + +1+ ++6;+ f X 61e&~61:& .. !ii'liW-~~ ''''+y+ +,..... + + +.~x.'X+)fJ! Gl. 1// T&:::)TAN'"-L.E ~ ~ 0 + ~.. ;;[iJI +y.+) IlIlIt + + +Y+X+X+X+X+ .1+W' + + + ~+ + + + + + + + +- + + + + + + +15+ \ 21t=. LM Ad T A Gl ... t..e eseseQi ~... e S~&e& IS 'I ~ I,,;;li w&w& 0'" 0 J.. (II + + + + + + + + + ~p.~ + + +~p+ + + + 4 ;;;;> "'lOi' 1j!1 rIlilGl&ls:&o4 ~~&~ Gl Gl QfJl(((((((((((((((((((((i~~ Gl e ~ ~ 4& T A 6& T A Gl G & (( (((((~(~ e& + + + + +. + + + + + + +.+ + + + + I . + + + + +.. . ~OItn' + + J;:-::J'Jt!:--=--=--=--= _ _ _ _ - -r- .... e ((~(( . ~ .--~-y. - ::;:____ _""'__~- __ . - '. .- ~- __.:r_. . - -- ~-:.;-.. - . ---:- ~~~~-;::r;:~:~:~-=~-::~-~-_:"6___--I';-:r--=~-- ~_~.:~:---- ----------~- ---~.-- ~ m i rJ~: . . -A..o ......L.. - w-- -"-- '--... - ----~ '" ~~-_~______-Jr__w____....______t:,["t_-- " _L' . . f: ~ .~. tI- '*" ~ ~-.....-...'1j----W:---'i.\----v- -----cF- --;:]--- -w----- ----,,------ ~ ----::.~---']-~.,.... - --.-". ,. . "I . ~ . . ~ . .~ ---------~~-1fF~~~~::;::;~::;w=::;::;===..=~=;. ===.!!;d='i"'"""6'~"'''-'-'~9'' .J....,;;?'../ --- - ----- ,-.;-;/-:-"3- - --->r7-- -0: --;--- - --0 -C-ol'll: ctfWOt1r....- -&-..--;---;,- - . ~~_____.:...:__~_h..9!J.Qr~IJ:.~____,;",.___..:_~___.______"__....___.__~__...------ I ./:.. ~ '.' 3201 .':1 ,96,. ,'" 41'.a.~ ~. _ J.O' I-~'-------- -----"- --------- ---~-------...- ---------- -- \ ' ::::---;:::~~- -::::::~::~::-1;;:7:-:::::~~-=--=--=- :;;~--- _~t:~' - ~]~'J.:I ~' 6 ope ~--------- -~f_T---ls-AG;- --3--CCC----- -4"s-AG;-- -- ---1t:fl~T-'::::2-;-;o;'~-~~b-T----------------~-----------nJ..7 1~f..J / 7 f.70..J .....,. ~I ~'Q..J --~--- ~ I 'J6:r~~ ____________________ ~----------.-- __~~---21~-----------_._.-'--..---.-----------L-------------------- ~27 1n._ ~.' r_ ---------------F-----------------~---------- -- - ~~I T~mv ~~ ' ; _____,1._______________________ ----------. --- --,~-- ------- ------------- -- --- I I 20 T A \BI}! [,LE"y= 19Jt -:ffiA-~-'--' I I / A / 2& At::t,- '~~~ I --~--- · I : :~~~:~l~ In~Mf1bli~8.~.06 I 1/ 2.82 2& T 7 32.32 INV E = 27,8~ I1tss13,.72 _ -i- - - - : 1 1 I~' SE'!.VldE CON~ECT10NS _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ ~~l:! _ _ _ _ _ _ _ _ _ _ _ _: !~~.::' ~.~ _ 2.9~~ _ _ _I~V_W..:- .!:7~ __ _ _ _ _ _ _ __ _ _ -2~~ _ ___ _ + _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ 29,05 ---7L-1------------------I-------------------i------Ji.87----- I SIGNALIZED --1---- t-wr1 rTZ' ~~om:t:O MSglJRt "- DETAIL eEE · I ~ / DETAIL. 5EE--1 I --1---- 1 BACKFLOW PREVENTORS AND 1" METERS : I ~!_3""- __ _ _ ___ _____-I!______~~~:=~_ ~~: ___________3Z.!'____j,~ IN TE RS E eTI 0 N :! ::: ~ l~~~;~~~J.~"t~~~~~~T~~_~:~~____"!"_____________________~:~~_~~:_+____ __-"'~3________ * ,[ ~ _.J____ , ' , ~ ~ I 1 I 1 --t---- I I I .~ _~---- 131.40 I 30,90 30.43 _ ________ .________~~~_______ _ ___~2~3 2~:._____T'5 _ ____ r----------i----------------------------------------- -- 1 -------____32.38 I _~--- 1 :~. -&~.: I ,I I W I -..---- 1 l' .. · I -4'---- 131.49 I'" -------------------!------------+------------------ ~ 32.18 31. 2 31.501:-----------r---------------.;------ 3052. 30.18 'Ii - - - - - I ~'.03 . I -~ STATE ~OAD 60 j! I I u. J 1 t . I I co. I I . I I . ~ 1+ + I + JI ~t-e -- Qve 80D e QVe 111 V6 >- >- INV = 30.24 - '"' ~ " 21 ~ 4 LLC / ______3~1!________1----------- 32.75 / / GULF TO BAY BOULEVARD GENERAL NOTES: A minimum of 2 days and a maximum of 5 days prior to the commencement of any work, Sunshine State One Call shall be notified @ 1 800 432-4770 per Florida Statute 553.851. The general/site contractor shall be responsible for construction grade preparation, including grading for berms if required, and site drainage unless otherwise specified. Drainage preparation and clean topsoil backfill shall be provided and installed by the general/site contractor to establish construction grades. The site is to be received by the landscape contractor with fmished grades at plus or minus one-tenth of one foot and clear of debris and weed growth. Finished grades in areas abutting curbs, walks, or pavement to be provided flush by the general/site contractor or others. The landscape contractor is responsible for fine grading by hand which consists of smooth, even grades. The landscape contractor is to cut all grades down to minus two inches (-2") below all walks, curbs. pavement, in planters or other abutments in order to contain sod or mulch as specified ~I~ All plants to be Florida grade #1 or better. Workmanship should be of the highest nursery standards All plants are to be planted from flush to one inch (1") above finished grade of soil. All trees are to be planted two inches (2") below finished grade to create a shallow basin to hold water and mulch. DO NOT install any soil ring mounds around plants or tree for water. DO NOT backfill any soil over the top of the root ball of any plant or tree. ~! Apply fertilizer at the rate of 8 pounds per 1000 square feet of lawn or as recommended by the manufacturer for turf areas a milllmum of two weeks after sod installation. All plants / trees / palms are to be fertilized with a granular type fertilizer at time of planting. All fertilizer is to be installed in an even ring / circle outside the edge of the rootball or at the edge of the dripline. Do Not broadcast fertilizer on plants. Follow the application rate: 1 gallon plants 2-4 fluid ounces of granular fertilizer, 3 gallon plants 4-6 fluid ounces, 10-15 gallon plants 8 fluid ounces (1 pound), 30 gallon plants 2 pounds, trees 1 pound per caliper inch, palms 3-4 pounds on small palms, 5-6 pounds on palms 15'oa, 8-10 pounds on palms over 15'oa. All areas within the property boundaries which require sod are to be sodded with St. Augustine 'Floratam solid sod. unless otherwise specified, free from pests and weeds, layed in staggered rows with no gaps. The contractor is to substantiate all sod quantities before final installation. "A Grade Cypress Bark mulch is to be installed a minimum of 2" deep in all plant bed areas. All trees are to have a mulched bed a minimum of three feet (3') in diameter. All trees are to be guaranteed for six (6) months and all plants are to be guaranteed for ninety (90) days from the date of final acceptance of the job by the owner / representative. Vandalism. theft, abuse, lack of proper maintenance, watering, or abnormal acts of God are not included. IRRIGATION NOTES: GENERAL - Work consists of furnishing all labor, equipment and materials necessary to produce a complete and functional irrigation system that will supply 100% coverage of the landscaped areas within the limits of work which is to include areas as shown and drawn on the plan. The irrigation contractor is to visit the site and become familiar with all conditions prior to commencement of work and is responsible for locating all existing utilities and lighting conduit and is responsible for any damages or repairs incurred. All minor items implied, usually included, or required for the complete construction of the irrigation system shall be installed whether shown in the drawing / specifications or not. All equipment shall be installed per the manufacturer's recommendations. As-build drawings for the owners use shall be provided by the irrigation contractor after completion of work Test and demonstrate to the owner / landscape architect the operations of the system. Instruct the owner's designated personnel in the operations of the system including adjustment of sprinklers, controller, valves and manufacturer's manuals. WATER SOURCE - To Be Determined. If from potable water source a backflow preventer will be installed per code. The irrigation contractor is responsible for compliance with any requirements or codes with local and state authorities, and is to be responsible for all licenses, and fees pertaining to this irrigation system. RAINSENSOR - A Miniclic II rain shut off device is to be installed on a post or attached to the building out from the eave at the controller (location to be determined). PIPING - All piping shall be class 160 PVC 1120-1220. All pipe will be buried a minimum of 12" below finished grade. Where piping runs underneath plants, piping should be buried a minimum of 18" below finished grade. All mainline and lateral piping adjacent to sidewalk, curb or building is to be located a maximum of 12" from pavement / foundation unless noted otherwise. A minimum of 18" of flexible PVC is to be used on all pop-up type heads (570 sprays). All shrub risers are to be on rigid 1/2" PVC and painted flat black. Shrub risers are to be set at 12" off walls (if specified). All fittings are to be schedule 40 PVC. The irrigation contractor is to coordinate all heads as to landscape requirements. All pipe is to be installed for a maximum of 5 FPS. All sleeves are to be schedule 40 PVC and buried a minimum of 18" below finished grade and extend a minimum of 12" from edge of pavement or curb. .HEAD.S - All sprinkler heads are to be set a minimum of 4" from the edge of sidewalk or curb to the closest edge of head. All heads are to be aimed and adjusted for one hundred percent (100%) head to head coverage of the landscaped areas with minimal or no water on walks, pavement or structure. All spray heads to be TORO / RAINBIRD pop-up type with the top of the head ins~!3-11ed flush with the top of sidewalk. pavement or curb. All heads installed against the building are to be located a minimum of 12 off the face of the building to eliminate back spray. All shrub risers are to be set at 6" above installed plant heights (if specified). All heads are to be bottom fed to allow for adjustment of head height and location. It may be necessary to move or add heads due to possible construction variations. Only TORO / RAINBIRD nozzles will be accepted, NO OTHER EQUAL. A loLU volume Irrigation s~stem, that provldee. 1,",,",% coverage to all propoe.ed planting, will be dee.lgned and Ine.talled b~ the Contractor. The propoe.ed Irrigation 5~&tem mue.t meet or exceed all >!Ippllcable Clt" code reClulremente. (Ie. B>!Icl<. FloLU Preventer, Autom>!ltlc Rain 5hutofr Device. etc) lrrlg>!ltlon e.hop draUJlnge. mue.t be e.ubmltted and >!Ipproved b~ the Clt~ prior to the Commencement or LUork. Irrigation e.~stem mue.t be Ine.pected and accepted b~ Clt~ Project M>!Inager prior to Ine.t>!ll>!ltlon or mulch. Irrigation ae.-bullt draLUlnge.. LUhlch accuratel~ >!Ind clearl~ lden1.lr~ all modlilcatlone. 410r eube.tltutlone.. muet be e.ubmltted prior to i1n>!l1 Inspection and >!I ccept>!lnce. The exle.tlng 5/6' LUater meter LUill be utilized ror thle. Irrlg>!ltlon 5~e.tem. The Landecape Contractor muet coordln>!lte the placement >!Ind power suppl~ ror the Irrigation control timer with the Clt~ and the General Contractor. The following Irrigation e~etem c.omponents will be utilized. per each manufacturere' e.peclflcatlone. Toro-Netailm TechLlne .5e" Cleaning. Pre66ure-Compeneatlng eMitter Line HARDIE - Ralnd!al ~ 51t>!ltlon Outdoor Control Timer Rlchdale - 214APR I' Electric valve Amtec - 1'"" Round valve Box. PLANT LIST: KEY KEY BOTANICAL NAME COMMON NAME SPECIFICATIONS 36"h 1 @ 18"wd., 3 other, 25 gal. 8'h ~ 3'spr., 2"col., 30 gal., Full to 8'h x 3'spr., 2"col., Std., 30 gal. 10'h x 10'spr., 3-5 stems, Specimen 16'h x 7'spr., 4"col., 1 00 gal., 4' c.t. 8'h x 4'spr., 2"col., 30 gal. 16'h x 8'spr., 4"col., 5' c.t. 10' -20'00, 10'min. ct., Hurricane Cut 8"h, full, 1 gal, (24"0.c.) 1 O"h x 18"spr., 3 ~ol. (36"0.c.) 20 BIB, 1 gal. (24' o.c.) 15" -18"h, 3 gal, (36"0.c.) 20 BIB, 1 gat. (24"0,c.) 15"x 15", 3 gal, (30"0.c.) Full, 1 gal. (24"0.c.) 18"h, 3 gal. (3'0,c.) 2 2 9 9 2 3 31 18 115 142 244 14 32 181 363 304 CHB IHB LIB LLC MGC PEB QVC SPB AG JP LM NO OS RI TA VS Chamaerops humilis Ilex attenuata 'East Palatka' Logerstroemia indica 'Muskogee' Ligustrum lucidum Magnolia grandiflora 'DO Blanchard' Pinus elliottii Quercus virginiana Sabol palmetto Agopanthus ofriconus Juniperus chinensis 'Porsonii' Liriope mUlscorl 'Evergreen Giant: Nerium oleander 'Petite Pink' Ophiopogoln interm. 'Argenteomorginatus' Rhaphiolepis indica 'Alba' T. asiaticu m ' Tricolor' Viburnum suspensum Europeon Fan Palm East Palotka Holly Crepe Myrtle Ligustrum Treeform Magnolia Slash Pine Live Oak Cabbage Palm Agapanthus (Lavender) Parsonii Juniper E.G. Liriope Ow. Pink Oleander Aztec Grass Indian Hawthorn (White) Var. Sm. Leaf Conf. Jas, Sandankwa Viburnum WETLAND MITIGATION AREA PLANT KEY SYM. QTY. 300 500 400 400 20 BOTANICAL NAME COMMON NAME SPECIFICATIONS ELEVATION 26.5 - 27.0 26.0 - 27,0 25.5 - 26.5 25.5 - 26.0 26,5 - 27,0 26.0 - 26.5 25.5 - 26.0 Panicum hemitomon Maidencane Bare root (2'0.c,) Bare root (2'0.c.) Bare root (2' o.c.) Bare root (2'0.c.) 15 gal, ('iQ' o.c,) 15 gal. (10'0.c.) 15 gal, (10'0.c.) Pontederia cordata Pickerelweed Arrowhead Sagitta ria lancifolia Scirpus volidus Acer rubrum Sofstem Bulrush Red Maple e . o Taxodium ascendens Pond Cypress Swamp Tupelo 20 20 Nyssa sylvatica UPLAND BUFFER ENHANCEMENT AREA PLANT KEY QTY. BOTANICAL NAME COMMON NAME SPECIFICATIONS 3-gal (8'0.c,) 3-901 (8'0.c.) 3-gal (8'0,c.) 15-gol (30'0.c,) ELEVATION 27.0 - 30.5 27.0 - 30.5 27.0 - 30.5 28.0 - 29.0 14 Myrica cerifera Calicarpa americana Wax Myrtle Beauty Berry Saw Palmetto 14 14 Serenoa repens 5 Quercus lourifolia Laurel Oak , '0 Q) .... :0 :c e Q. Q) ~ c en .... c: Q) E c: C'l '(ij en c ~ o en Q) C'l c: c ~ () vi c: o :;:; () :J '0 e Q. Q) a::: '0 ~ C Q. ~ Q. C'l c: :;:; () 'C .... en ~ pot en .... ~ C'l 'C cj Cl ~ ~ti' r.n ~ .= :E U (J ~< 1:: ~ ~ ~ ~ "'0 ; ~ 3o..~~0 ~i~ C"l , 00 LA oc, -."r-oo ~"OC"lr- ~'I:: --.,C"l U~-...... Etr:~; Q).,t-a.. l:Q~..- 008" ~ ~ lE ~ C'<l~O~ . U ~ ~ ~ en ~= ~ ~ ~~ ~~ ~<~~= ~ ~ ~ a.. ~ ~ ~ Q) ~ >. Q) ~ .... ~ ~ ~ U en Q ~ () :c ~ ~ o '0- Q) en o Q. ~ :J Q. ~ o Q) .... '(ij c c: '(;1 'C o Q) .s:; .... 4-c aJ~ ......~ ~8 ~~ ~~ o .... en .... c: Q) E :J () o '0 Q) en Q) .s:; .... .t .'; I,' ~ Q) ~ +I o '0 c: C <ll -+-' ~ E E () U :n -+-' .... ~ C'l 'C ~ o () en Q) ~ Q) en Q) ~ u ~ 2 2 8 ~ .... Q) ~ :> Q) OC u ~ o ..s ~ 't ~ ...... r , ~ ~ I () e::: ~ ~ o o C\l ~ Q:: )y,~~ ~. ~.~ ~ .~:s (~\i c..:.. .~ c:I , 'S~ 2 ~~ ~ > Q) '3 o ~r- ~~ OC't'l ,t::C't'l ~ti ~ ~ ~~ ~E-t ~ Qj ~ = Qj U := ~ ~ Qj . = ] "0 ~ = ~ ~ ~ 1~ ~ ~ ~ s - Q) 0 > ~ -( ~ .g ~ ~NC't'l fil .~~ ~ Or-fi:t-;"t-;" ,€~.g~~ Zo~c:................ .....(';jr-r- ~~5~~ PROJECT #: 10509 .... ~ C'l 'C >. 0- o () DRAWN: KRC APPROVED: KRC DATE: 3/22/04 SCALE: 1" =20' SHEET NAME: SHEET: " '.'.. LA1 2 .g 8~ r- C't'l ON 1 I r-r- 00 00 NN ........ ........ C't'l C't'l -- 0000 '-''-' '-4 o .e ~ =c ~ rJ"J @ ~ ~ .. '-4 Q) ~ ~ ~ ~ Q) ...-4 U , (/) +' c: a> E ::s o o " ~:np~~r~ra.;r~_~~~':- ~;:i~ ~~.; wi a> gravsl wrappsd Wi rlltsr cloth ~ .c +' ~~ (~~~ ~~~ >:) @] "n / >< ~ +} I ~ r~ ~~ + J " /'1/1 I ~~~~~~~~I ,~~ t" ~ . .. ~I~\ ~~ I C @I I::\t/..~<,<<>><<>>< AFFROX. EDGE ~(~ '\ . '>- _ _ . \ "'" '" , ", '" , "" '" II/I OF CANOFY- ~ ~ f"-" I 0v. . I( "'.~ L2Ir ~ ~ ~ [] 1 /. \.l ", ", ',", ", ',", ", ... I .....:II ~ ~ ~ ." r-\ """ m ""^ ~ -:::;; --- ~+ ^ +1' +J:+ r:::) 1/. \,' , " , " II/I ~ ~; ~:~~e:~~~~n~:~n ~i~: ~'{)~'"!r~~~ __ '.)*.)1 ,~ ...4 ~ ~r-~i\~<'<'<<'<'\>> // dr8infie'd gr8ve' and t?~~ ",~ ",>-v/" ~.. , ..: " - - - -:;-- ~ 6' ~ i ,-[', "",', "",', ',' // ~ wr8pped wi filter c'oth, ;:;-s t/'-~ i' .(/\\) I'~ ..: .. 4 '- ' '. , 1___ , . r<,,'\,', ", ",', ",' ." --------,,I ;S' CONRETE SIDEWALK /. ' '~---- ~~E~~-;;~~~~ BlK! ,* ~ \~'" 'i // >~\ (~~? ~4 ~~~"'-/ "'-} "'- "'- "'- H]l>< '\1 ! ~_,k<:~~<:~~~::::::::: -~ I / -" , , , , , " , .,...---,- II I / I I 1"1' 4 7 I. 29.62 I' ',,' , ',,' " - i/ 1/ \'tt:::: "1 Af~. '''''''',' ., / / @ B I\.. LI. ~r.l..J C .. . 1/ 0 CONCRETE FLUME -- ~, " " " " " " ',' / I' y-I/- - - -- r- ~~ /'// CONCRETE FLUME ~ r\;~I~&~-,~~i'~ ~'<<>><<'<<< ,(_ ~\\'""'~ I H.... "'f.... L"7" , , , , , , , , __n-.~6>'I1;~~ -( ~ ~~'lmr;;l(~;)' 4 -,/ - :-~-. -- A:~,,-~Area~ '~"In?::dno 'r-~,~~-- /\10'W r1D5~ ~I~~R~~EES~~~~~~~T 'RA~~D(~T~~~2~~<(~I~J I---- - ~~,~3_\',~. -..." lIf'~~'O .'\J:~-'.,._\.::''-::~::~'-'--':c ~~ ""/''''~~'tlo ~ Itu:/ --, " irrigation. Ex. grade to remain. ,- LJ .... -.. _. " .~) ~ - I l,"~'i in I ~~ -/~ , '~\I"~:'..-.I--Palme 36"waterlin ~ ~~ ~Palme ( I 4 2l2'>1~.~)1 ;;, '/'~ ), X~ -~ ~~;' Dw. IndIan o~ ~~~ rtJ:+X ~.X+J..+)'.i 0 +,:::) ~ 1514 2l2'>'oa // marker-- I )( ~ ~~ ~\\III"" ~\\'""'~ 11 P- /" C9 + + H"" "'--.......,JJ '7''1 ~ ~ ~ ~... ~. .,..... ~ 4 J,.... ~+ + + + + + + + + + + + + + + ~ + .9 II 6-- '--'\. + + ^ -/ -:::-..: ~~'" ~ (ll~ (ll~ ./ P 1" l' J 0 0 + + + + + + INtV .. 2~,321- + + + + + + '(l +) 28.92 f5mJ Leaf' v ~:~:~:~, .<1 ~:~ '~.;r+y+y+~ i':J~X~X+V+lm-rn ~-~'4.)I". ~ ~ 0 0 ~~__~'r.,rl_ ~ '- - - - - + + + + + + + + + + + + + + + + + I +6 + ~l L . f't ~ ~(lll<'>(lll<'>(lll<'>(ll~>rf"-A L- '--A..../~~I(lll<'>01<'>(lll<'>(ll~~;. (lll<'>(lll<'> + tt: +X+) 1111 ) ( JY+ + )+y+y+y+y+y+ ~ + + + IX + + + + + + + + + + + + + + + +!!!t+ + + IrIo""'e demIne / ~W~~:~:~( 4 1'>'~"'~"'~"'~"'arJf"\'\'\'\'\'\'\'\S \".r.-~ ~"'~"'~"'~"'<Ii" d- L f' J ...~...Q 0, 0 'J loti 'A A A A A A~.. ~ I + + + ~+ + + + + + + + + + + + + + + ~+ + + + \ r- ~_ == -..~t. ~?:~..: _ '5_-:. _~. ~ _ ~ _ _(~(~~~(l(((.(.I(l~~~\'~~~. 0.// . ",n, e~ a&. _--n "h__-' .0 _ ~__ .-:;-.. ,".; . ":'(( ~_}bZ;;~ ~ -- . -- ~((~((~~( ~~- :,:.~~ · ~. '. · '~2,;4~~~==~=~~~;~~~j::~ ~ ~ -'.+ _ ~~~~,~~~~~~ -=-_ ==~=~~=~==~~~~- -" --~+----~~~~~~~~~~~~;~;~~~~~=~~~=~=~=~~- = = = ~~ ~= = lif..J; = - ~ -t 7 - -- u -- - - - -- -ltJr:;r- / A9ai:;anthU&--~; -=- - - !NU '-5"1.1 Lea r Ja &. ]w,] _ _~ __ _ : - -- -- -- - :Aeapa~t~~ - J%!lI -- -- -- -- -- - - -- - -- - -- - - -- - -- - -- -- -- - - -- - - --lrr ';:: =2' - .;-o-;,~ -c~ ~b 7- -- -- -- -- - -- - - -- --~ -- - -- - - u -- -- iK~J /" .----I-----------------~~~------------------~--~~-------~-------------~~~---------------~------~----------~---------- ---.---------.---t"------------~----------~~I--------------------~~------------------~-----------~~~------. I I I "..J9P ELEV = 31,12 I --1---- : I LIl"1uetrum - At"'::Ia~anthue L VIburnum Il8ltH...~-=19jt IQ~Eg:'L~~.1?-, I // / THROATECEV-;' 3114 ~ --1---- I ::J ::J r- INV W = 21.56 THROAT ELEV = 28,68 ..:- -- - -- -- - - -7f/~ - -- - -- - -- - - -- - -- -- -- t- - ..2~~ - -- - - -- - - -- -- - -- -- -- -- ;1.~::f~~=~J~~ f J1.72 : :i:::: ~ ~ )I,~'f l;~v~~~~~~;JIfC - T~~,:~ - -- - -- - - -- __ __ - _ _ _ __ __ -'~O! __ _ - ~:'_~~:' _ -- t ~~ t~ ~~ __ .29~'--_ _ __ ~t!:-"~~ ~ ~~~ _ _ _ _ __ _ _ _ -2~~ _ __ __ __ __ j _ __ _ __ _ _ _ __ _ _ _ _ __ _ __ __ 29.05 -I- t'::u::~. \ --L---- I BACKFLOW PREYENTORS AND 1" METERS CC I I /1 I I ~~: -~--- : (DOMESTIC BAN:K)(DOMESTIC RETAIL) : * -- -- -- -- ~/-j _ -- _ _J~9-'- __ _ _ _ _ __ __ __ __ __ -1_ -- _ -- -- -- _ -- -- _ -- -- -- - -- - - -- -- -- -- -- .:.08_ -- _ -- _ ~J1." I ~ I : ~:::: r- il!l~IE~ ~QI~L + - -- -- -- -- -- - - -- -- -- -"'.!". -- - -- - -- -- -- -- -- -- - - - -- - - -- - - -- -- - - - - -- -- ~-- -- - - - ..2'~J__ -- - -- - - -- I ~ I , ...J____ I I I ) I Treef'orm LIeuetrum Dw. IndIan ~awthorn + t>-< ~2,3 ~ / / Cone. collar to 6ecure 41 dr~ln pips to gravlt~ wall Ex. Live Oak Pdlme Fa Ime Treeform L ieuetrum Treeform Lieuetrum I Finee Sien Fa Ime g~~I.tt~~1 A&phIllt P~rl<.lng 1'-1 112' dralnrllSld (:!ravsl min. ;>' thlc:h wrappsd wi " tsr cloth 4'vsntsd. trarrlc bsarlng cap Ex. grads 4 lear debrl. to rem61n. Do not In&tall ~n~ &od ..,~-, -CQI'lf'l",,,,t drain pips to 4' pvc &ch 4iV elbow anel pips Ground Cover Ground Cover NORTH ELEvATION (A-A) J) ....., L t Q) , D... Q) I () c L ,_ (l-1 Drainage Area J) ....., L Q) 'D... 12 ,~ (l-1 SCALE: 1/16 "= 11-(2)" SCALE: 1" = lcZ)1 4. TRIMMING: All trimming should be completed before and during cOll1struction so that equipment can have as much free and open space to all quadrants of the trees if required. 5. SITE CLEARING: All site clearing, grading leveling and tree removal close to the trees to be saved should be completed with absolutely no encroachment of equipment under the drip line (canopy) of the trees. When root prunmg is necessary, all root systems of trees to be saved shold be cut (root pruned) with a stump machine at a depth of 12"-16" at the drip line (canopy) of the trees. This action will eliminate the tearing, splitting and disruption of the roots in the most vital area of the root ball zone. This will also delineate the areas that land clearing machinge must not enter. 6. SPRINKLER SYSTEM: It IS imperatIve that no spnnkler system be installed under any tree to be saved If IS entaIls dIgging in undisturbed areas where roots have been protected These systems are to be mstaled in areas where the roots have been removed or in areas of fill. If the areas have been filled and the roots left in tact, the trench for sprinkler pipes must not encroach the root zone. Falme Fdlme TREE PRESERVATION NOTES: 1. CHEMICAL SPRAYS: ARBORICULTURAL CONSULTANT IN THE CARE OF TREES Applying systemic fungicides by ground drench and minor elements into the trees system will help arrest any existing diseases that cn be chemically controlled and assist the trees natural defences to fight future disease attacks, particuraIly those that occur when the foot systems are damaged during site clearing. The chemical mixture of the sprays recommended includes: Fungicides - Clery's 3335 16 oz to 100 gal. of water. Subdue 3 oz to 10 gal. of water. Agrijizer 48 oz to 100 gal. of water. Insecticide sprays are to be applied when construction starts. The lower trunks should be wrapped in burlap and sprayed with Lindane, & non -systemic insecticide. 2. AERATION: Aeration holes shall be drilled into the ground 10"-12" deep on a 2' staggered center pattern under the canopy in order to promote root growth by oxygenation and loosening the soil. Treeform Liguetrum ~edee 3. MULCH: Oak leaves or pine straw is to be used under all trees to be saved. This action will kill the grass, retain moisture and help prevent soil compaction during construction, as well as improve soil quality, build up a medium for landscaping, introduce a new supply of mycorrizhae incolum into the area and act as a natural soil acidifier. Treeform Liguetrum ~edee Ground Cover S.R. 6~ '-SideUJa lk J) ....., L Q) {LQ) () c L ._ 0--1 7. SIGNS: A shgn should be erected stating, "TO SAVE THE TREES AND WILDLIFE FUTURISTIC PLANNING AND CONSTRUCTION TECHNIQUES HAVE BEEN DESIGNED AND IMPLEMENTED ON THIS SITE." S.R. 6(2) '-SideUJa lk J) ....., L Q) 'D... 12 .~ {l-1 Ground Cover SIGNAGE EAST SECTION (6-65) EAST SECTION (C CC) SCALE: 1/16"=11-~" (~ORIZ.) SCALE: 1/8"=11-0" (VERTICAL) SCALE: 1/16"=11-(2)" (~ORIZ.) SCALE: 1/8"=11-0" (VERTICAL) rJ c: ~ ,J' .., u rn G) 'C :E u u =d< G) t: ~ ~ ~ "0 ; ~ " a> +' :.0 :.c e a. ~ o (/) ..... c: a> E c: 01 '(ij (/) o . U ~ ~ Oi~~~ Ef-4HU ~~ ~~ ~~Cf)~ a.~~Cf) L- o (/) a> 01 c: o .c o rn c: o :;:; o ::s " e a. a> a:: ~ ~ ~ U rJ} o "0 ~ o a. ~ a. ~ a> ~ ~ .c +' .c ,2 .c ~ L- o ..... a> (/) o a. L- ::s a. L- o a> ..... '(ij o c: 's, 'C o a> .c +' ~ ~r/.l .....~ ~8 ~~ ~~ o +' 3~~ ~ 0 '<:1'000 C'f')~~ ..><l 00, ~~~~ U'C _C'f') 0-...... 5~;~ 1Xl5..~ 008" ~~l:8~ N~O ~ > ~ '3 o ~r--- ~~ OC'f') ..c::~ ~ti ~ ~ -Q. - ~ ~E-< ~ ~ ~ 0 ... ..c = ~ ~ =r= U~ := V) ~@) ~ = ~ = ~ ~ = ~ ~ ~ := .-. f3 0 > 00 ..( ~ ~ ~ ~ .... 00 ~C'l~ 8 '1: C'l C'l oC'lC'l r---tt:r-;-~ .J:l8 o"~~ 5-'~C'lC'l z~fi3r:::-r:::- o 'S -' ~ ~ C'ltnO,-,,-, 01 c: :;:; o 'C +' (/) ~ (/) +' .c 01 'C L- a> .c +' o " c: o <l) +' s;: OJ E E () U J) +' TREE PRESERVATION SECTION +' .c 01 'C ~ o o (/) a> ~ a> (/) ~ o c: \J ~ :2 :2 o () Q) D... ) OJ (i U ~ ~ "'t ~ '- r :::::: ~ ~ I u a:: :ll:: ~ o o N ~ cri ~ PROJECT #: +' .c 01 'C >. a. o U DRAWN: APPROVED: DATE: SCALE: SHEET NAME: S H ~E:T: :'j ,'{'.I 10509 KRC KRC 3/22/04 1 "=20' LA2 '2 <~ ....:l~ ~~ < .... . . ~ ..... 'C ~ u....J ~~ ~ti .g 8~ r--- C'f') 9~ r---r--- 00 00 C'lC'l ,-.., ,-.., C'f') C'f') .-. .-. 00 00 '-' '-' ~ ~ . ~ ~ ~ ~ ~ o ..... ::a \-' .. ~ ~ ..... ~ ~ ~ ~ .....c U {-J c 0 v e fD- f. par k n 9 e d -~--- --------- ~><::_- 3.85 -' ~~-- , ~__~ --------- .,w---.- ,H ----~ -,W- --. - --- -- -"w-- I I I I~ I~ ~, I\~' I 0 II 6~, o I /1;;6" I R : q;~ (\I I I: ,--.. I ~ ': o I ,.1' I '-' I ~, I ~ ~25 r' t I~~ 60. I ~ I S.W.F.W....D.jA.C.O.E. 7 JURISDICTIONAL UN JlH~ 1...,\'2. 1 ?jS' .lO3 L16 1b112~._.;:'- '> 1...'\4 -~ / _____ -::.' - . .-~~~8 JlI-25 L5B 3 . ~__..C::::: -- JO.'l 3U ,~___ /.;. 28.0 ,I, - "'~ I <li",../ / Iii, f,'i" "," I L13 1~9 \ z n;:'-23 31..' 16"JOH2 L 1 5 JO.O I 311~\~ f3 [~ I. 4 "L57 6'/ f ~ I . 321\.;J 0 VI' ~1 ~4'- 318 4" i< 4 31.4 ~. \. ~ ;1'. I I' \ / / \ / )'JI / , / ( h21 / I / II }7 x:1 A23 / / 1l'31 / I / /.3 I // 37-~ 11" ./<, ~:~ ./ Ol/e ./ 34/ .I~ ../ -- ~ -"--;7- 523- -- ----- "- " ~2.1 \ \ \ hv I I I I I I I I I I I I I I ~2., I I I I I I I I I I I ~27 I I I I I I I I 35.84 I + I / 20" . / 1566 15.94 I 0 I m to I \ \ \ I t3 I / I I ,{11 ./ ....--/ /' 8 / 32 6~ 32.17 3227 o o to / J,:;' 289 '.,283 28 ~ 45-- ~ l! 9tJ ..0' ~~. 7 .Il~~4~ 0 28 7 .2 9.03 5.6 256 25.9 /286 '{;? INV ~ fl80 T . 6- 0 28~ 1-40 I .~I 28.5 L ~1-J9 ------- .8 I I I It(, tj. /(257 _2 L52 CfQ I I I ~7 8 ~ / 26.7 \ I 1-43 ~ /8.9 w e"~~n. <!3 \. 2 .8 fl42A . ~ 1'1 ---- ,'8 \26./5.3/t I' / m1 ~ B.' I~ \ j I ~7 6 193 -II' ~ ~6' 10' i\ ,~250t '. t-D ).0;/ ~81 ~~ \25.6 I \ 28.1 ..~ N7 \ \ UI 29.2 ;' ~ . J)\-Je \ ~ S.W.F.W....O./ A.C.O.E. / o' / Jl2-1 281~ 2T!i \ \ JURISDICTIONAL UNE I ~ Gi' ~ 284 \o..r I~ L ,ff) L44 \....\ \ . lB" ~'~6 ~"<~V) . 16" 11. ~ \ \ ~9 ~.0299 'v~& / I~ ~85 ~. \ 0 \ \ 0' Q.. 't' ~8 0 28 4 II It ~ \ ~ l\. ~ ~1944 ~. / ~ ~ ~ ~~ ~ .....o.!!ra 10 ~ ~7.8 ~7:l~'6 \\25.3 \\; . }' ~"o& / ~ I~" ~~ 10 '\"-.: 27.1 (5)269 r;f Qj / "" ...-.,;, Ql ",; "'" l", !!"lo. ""'\' ~ ... J. ._ /<vf$ Jl1-33 ~88 fa13J4 ./ \.-.9 ...._-7 _____ ~;g- ~ '\ ~,\G>~ l~~ " f 284 L25 ~272 /' 27.8249 \ .Il1-45 1'1 PAC E L 1 ~ .--- / 280 '+ "\ 276 ;. 12" ~1-31 ~'-32 ~ 273. .L b,028 I ~ "\ 310 0 _-, 7 L21 . 6 ~ .. 2l3.---~-- ~- u- ------ .-. - 21~1-11 Jl1-10 \.. \ \ 29 7 ,.,.....-/. 217___ _un. ~ ,~ ___ 2 \ . 28.0 . ~ ,,"b2 \ / ..') 3~~ A..P. t / .111:-30 ~ ~ / ~ -..... / ----- /.----- 288 fg\il2 L24' 28,5 \.- ('~ ~27 5\ ~~4 \1\ ~ .. \ 716B'~ ~ L11 ...... ~-._ ________ ~. / ..... .217 . ./ 0-0 S.W.F.W.M.D.jA.C.O.E. \ '\ 2~0 ~ ./ ___~1;:-19.. 29 V" -783 - _----- / . ~1114 1.20 .1l1-13 jf"H. JURISDICTIONAL LINE B" \ \\ \ /' -?B 1~.9-X' . '. 28.8...... ~'-8 71 ~281 d i tiC h 'l1!J / -- / ~ ~ 191 ~4")./ I' \ .- 281...1)1-16 / _.-.- //\..'),1- 293 ~" \ I'~ /'1 28.1/-29.6 xp /". 11" 8.5 6 ~ ....~ l17 ll'," ',,'01 It:lb,~ ''fl" Ilj" "~, \ \ 1\~219 '-" JO./ / 13" iJl ~ \ \ 23" 272 ,30 I / ,296 302 ~~jf.'\ \ \ 270 J02 .lO.1 +28,2 .218,. 27.5 \ \ \ + . / . 18 216 . \ Jlll~ ' 30 1'1 \ \ 26.9.'1() /. . i1 I" " \2\0\ (' 27.1 M!' " ~ 2/4 \2~8\ ~ It> I '8...1 ~85 4 ~ Jl1-7 'Y49 \ JlI-47 / ~ 10" /10 ~ I (!JJ JlI-5(; (6< ~1~/~75 26.1 ('~ ~\ 26.8 / 30,8.... , 29.0 7. 9.0 ~ ~ 1-6 -Jo 2 ~.5 t ~ CD 26,8 JlH:O fA. ~6 1 2\6 l26 6 W-/J ...... ~ 27.0 2 5' I / ~2 (ly, .Il1-58 ~20" / i ) t1 / 1." 2.4 ~o214 ~ .,\1.1 Ifi( ('6'0 Jl1-5E~IL61_~~ 242)L21" / 8 ~89 1 Jll SF f.. 60 JI ~I A.C.O.E. A - fll- / ~ JURISDICTIONAL UNE -' \-- - L59 i-5 ~I , ,3.1.9 ~20.7 J)" 2~" .Il1-5A 6S ('\ ~ 2 (J V ___ 28 3 2/7 · i',; <.1' 25 7 - ~ ~ / J06 J02 '.jJD ~:.?~---r3( 25~81,49 28.1 '-.. t ------ / / 6'6" ~:9 fslJ4 (; ,h....... 1?,~31 \.. m6 % 26.1 I/) \ . / ~-2 \ ~~8~8'0 .316 252 \ \ '- \ / i, FIR 1/2"~ " <. <~ FIR 1/2" / C!!l --' L"'610 vS~, (J: '-- L.3"'-Z8 Ul'26\o '" / 10' UTILITY & DRAINAGE EASEMENT ~ '.I r~J~.(tL~C.\~~WA~.L 1 ( R'2 "il' .. rr 1~~~173' 2 96 r-.: PER O,R, BOOK 5950, PG, 51 w 5' lmvo n6B F. I/~ Y .. -g:, 1~~";' ~ " ;;l w. d-,- ''''_ r R/W PER_O,R, 6750,_PG.808 LB 2610 ~'l"" ..1.J'12'-. .w':J.l,LL~ L1 / 3201'31.96. :"+3L91,. .: T.~B. S.8ge46'01"W.) .31.11', r2 4..99 "b'c,~>nCSid~~alk '1'.; handrail "\~~Nit,~).P FIR 1 /2" ~*~61O .)- ,\9 \ \ f" I 32.1 12" .12 I 10"8'10" tl 0 322 \'J\ ~' ~ 4" o 318 10" 9" 00 9'0 33.3 3.1.2 / \ . \.0 ~~,,~' '.... ~D II" 10,,8 33.2 / )5 6' 334 // NOT SET OR roUND (nR ,5/8. lBf664() 0.00 N, 1.94'W) (FVl 5/8. lBI6640 2.04'N, 0.01'E) (fCll PRW PlSf3612 0.03'50 5.01 'W) .12.52 f- -- G u L F 3.l.19 +-- - . - .12 I~ - t--------..- <t .c.b.Jlialrf:fLj- _.m...__. - - ill L 11!Y' p~L_--.--J1L H j c.. k 0 vy _..____ /3'l / ~ LuW QJt~..---0l Li.YfL...Qh if. _~~~~od__.... __ {Fl- ~... J?tlY.e._._.____GL J} lifer [1K ;. 33.1S , / / .".",...----- - 32.92 32 ~~ 42 32.29 arking f24 ) ~w ( -" wood post (typic I) 33.58 3 .1 32.68 32.32 +' retention p 0 n d / P88 , \ ~v . 24.~ \. .__~\----~ __ _' n..".,.....-. ._ .__ .~_____-_.- -' ....- -.".. .. . --.- -- - -.,w_- - . . .-. 31 7~ '--+-. _ ____ _'. _'_ ..' -'- -- .}.~/. - 28 2 - - - -- _ 285-- -- - - ~ \ 32.96. / 3 .50 - .I 99 t----.- !:P. /. ---II- no>' -__ . ...-.-- "'> T' RIM illY...= .JQ& / J .32.1 INV SW ~ 2397 .............. · INV [ - 24 03 I .............. 6'mom05o 31 9 / · RJ!Ltill' .':. I INV '1/ = 25 29 1_ INV NE - 25 83 '<- o .c a. UI o 26.11 t ~2.11 33 j 3J 2 3J42 3282 GRA][ mv .. 31.78 ---m~~~~l=---- .. --------- ...--t;JJ.l _._ _._u . ~8.4 0.6 cane curb ---_.~- --- ---------~-- 7--.....----.------- -- N.8ge46'01 "E. ;(D&F) .lO8 / - , .J09 .. .-"-:!';,L-. - ~ -----~------ J'W---- - -NY ---- ..."_ ,"_' __ ._JO.~u" ._ -+.- -- 31.0 - 32.45 32.14 3 / ~8 11 __ S.89"46'01.W. 300.00 '281 j2.~1 32.19 9" ~ 12~6j' , .IT.r 199.42 6" o 31.4 / / / / / / If) ~ )j; ~6 ~ "-- ...... .............. 5" 04"5" CO 296 /' ~86 / I / I 686 I \ \ \ ~ 29 8 ~O " I -------. INV . 27 90 'iz8.2 IS" ~~ ~ ~ / J9 X ~89 l{) m -i ~ 82 I~ 103 ~/OI ~5 reten tion ~- RIM 1I [V- .JO.l0 INV Ni-~i3~5jU\ / INV S - 2.187 1.1" -k(7 J- ~ 10" 0- 289 I \ \ area -. 11'" ~ o 30.5 4'6'4"~" o 29.9 ~lj 01 ," If) ,J f<) 0 o 29.0 o vi 13" 19.3. .28.1 / / / / / / ~ 15" 1/' o 29.8 l~ ;a' Jf:o 4" o 28.1 29.6 13" 4" o 289 ~I ," .~ 29~~ 19.8 .31.0 16" /.Il2-3 /28.9r S.W.F.W.M.D.j A.r~'.E. JURISDICTIONAl?" LINE Jf / 29~' 8" 29.5 o 29.6 / /}" ,,,0 / 029/ 19.7 IJ.... ~8 ","""\, '" '" , " " ... ','-. '" . ""'..,"...,,'\""'" " \ " 13" o 287 5" 9" () q,81 ~>I'" I).. 19.7 / W 298 4r' . 9" o 284 4" o 28 ~ . l.f Y ~ 292 4" o 29.3 10" ~81 1"6" o 291 13" ~ ~"8" 290 o 19.0 ;3'~" o 293 11' 14" ". ...- . JO.2 JO 3 5" o 288 9" o 29 j .. '. " , . . .JO.~ '.. '. / / ':j~l1.r (29~ /~ 4" o 29.0 , . I" o 31.8 '. 286 , " 11 ~ 'l89 1~" 0--0 28.9 9" o .118 6" o 31.3 4" o 29.9 .l.. _.....-__.......,_~_..... 29 6~ 29.6 + "'" II ~ --- 288 .', " '. . \, " -., . ~~~[~!.. I I 5" ~" 0 o 315 31.~ ~" o 31.4 I~" o .lO.2 , '. , , '. ' "" o ' "'... o "..' .,.' ',,- "-""" '-"" "', "'" . 0 .'" "'. ". " '.'. . ~. . " "\',,'\... , '.. '. ." . (\I, '.,....', " " " " /'6" o 29.0 p' 6" 0 I '9 3~.5 It' I \Y \)/~l'l~~ '19 313 / / / / / 16" 29.7 32.0 . 8" o 312 " 8"5'1J"8" o 298 ", ", ", """ '- ", If) ~8.8 ", ", '. ',- " ~ lJ:::. ~.. (:) ........" . S" o 28.3 ,~ o ~ Il " .in 9" . 28.2 ,2: 1 .. . . '. ..... 29.1 . 13" o 28.5 9" ~8.6 k 2966 ... '~, , .. ". '<.:I'. Z u c o u , .', ..., I~. ~. I " .., ... "" .. '\~" ... t.108 CrY)) .", '..0. " ~ ~ 10" ~'4 - C'J ... 0)' ~" o 16" 2R 6 , :J. ". tn. 16" o JO.ot/V : 29.75 j " ". 4" o '18..1 .8 .. 28.~ v ~ 29.9 r o '. " ... 0 '~'." '. , .... "~, ". '" .'. . . I'; .'" ".. '., '. " '.', I VI, '. ".,', ., .. " " ' "'''''''' '''-, ....."."'........ ',' ". '''\.. " I.~ ....... "~'" ", "'" .....", ", ....,.., ' .... , . '- " ", " '. . ". '.. . .: " " " " '. "" '-'." '. 9.6~. " ", ',.... "" '...... ", ", ~\ '. .',:<'<.:<>><<:<.:' : , .., '.... .'.",''.. ..', '"",'" "" . ~~:j~~:0:::S 29.0 ". " '., '...... 8" ~94 " ~80 .283 .29.5 16 ~ ~o overhon~__ over J.O '6 :Jfi" . JO.o 9" ~89 @ 15' .A' ~6 iI" 10 ~8.2 , '" ' I~ .if ~'8 I/O 276 D /11" to 5" " .t' 3. 32.1 31.9 overhon~ over 3.1 . '~ ... '" "\ , ... ", " , " . '. ", , ". 29.8 , @I ' Cone 0 ,,' over .u-' ~621 295 . ..... " " '. ". ". ... .... ' " ". - , '\, '~ " '. " ... .... "',', ", ". ~ '. . '..., " '-.. ". " '. '. , Mh3Jiolilt ~H~- , ... '. 86 m2 retention + INV ~ 2663 ~26'L u_ .. ~4 60~ area) 28.92 INV _ 25:53 - _ 261 29.L- 28.S/i 28.61 295/ 1970 . 2' cone curb 2916 2921 \HIM H IV . 29 SI INV W " 21 56 INV S, 22 34 INV [ " 21 01 29 66 .- 29.3.2 ___~ -t--._u 29.05 ---+ : 4 3O.1J IG' HIV . 29.41 THROAnll V ; ill 68 PA\t t.llNT lOll ' 29.08 INV W " 2311 rop lIlV, 31.92 lifROAHlfV' .3114 PA\t lAlNT I DCI ' 31.~~ ~V I ' 21.82 --.+. - .1187 .10.96 JO.49 . +------ - .lO09 --t-- ..- -- .II 17 I R 0 A D u o o to ASPHALT .1208 e_ '.__ __ u o o 10 .\119 .lO 13 _____ _ nt~ 3029 .t-.-- 299.\ r-- 29.60 ._--------+----~ - 29..11 -.-t .11.96 R . 6 o ) ( S LEV A R D B T 0 B A Y . 29.80 --t .\0 08 -i. -" --- .lO.43 -t----- 32.~J ----1-- -- - 1~ .1140 .lO90 ----t---.--- 3227 t---- - -- - ~. t 29.6"/ -.-------' l 32.38 -- -> ~ smUll" OF UlE NW, 1/4 OF SEC_ 11 I ~L..n_~'~ . --o-=oY03 . 1- --- 29.92 - ______ _+_ e___ -- --- ~~- " 32.18 ... -- '.\0.18 - ~)~2 ~ ~ ~ ~ o ~ ASPHALT R 0 A 0 DeIHL .._-~ 42.- .---.--@L -0 . U ~ ~ ~~~ H::~U ~<j:S~ ~~~el ~ o f-c Z ~ ~ ~ ~ f-c f!! ~ 2 ~ (.) )0- lD I!:! 0( o ~ It: PROJECT #: DRAWN: APPROVED: DATE: SCALE: SHEET NAME: i j j~ ~~ ~f ~E-o '-4 1 5 ::c u~ :=(1} l'i@ ~ ~ = ~ ~ = ~ ~ '-4 QJ ..... 1" = 20' L03 SHEET: Do , .s 8~ 9~ r--r-- 00 00 NN -- ~~ -- 00 00 -- ~ ~ '-411\ OJ . .. ~ ~ ~ ~ ~ ~ ~~ ~u o .. ~ ~ ., ... .. ..1 . ., . " .. . . , .., . . '.. .., . .(\ A .., . . . .(\ . .. . .., " . . S' , . . , .. . . . ., . . . l. . . " .. . .' . ., .. ., " .. .I! " " .. ., A '"<1 ., I I I ; I 3'x511 EX. BOX! CUL VE~T I ! I A .I! ., ., '".d '" .., EXISTING l-4EADWALL .. . , ;.. - ...;..... .', ../- .. . . '" # . I A4 .. . , .' . . . 41x8' RECTANGULAR 'J' BOTTOM MANHOLE FER INDEX No. 2~~ WITH '1- T' TOF PER INDEX No. 2~1 .. , . . .. . , . , . . .. . . ,. , . .. FROFOSED ~4"RCP ~ "'... , '", , . : . , .' , : . . .. . ... . " . .. '. ' . . ~ ' . .. ALIGN 3'x~' OPENING IN BOX WITH EXISTING 3'x5' BOX CULvERT ~ORM SEWER CONNECTION PLAN EXISTING l-4EADWALL 3'x5' EXI6T'G_J BOX CULvERT N.T.5. CORE DRILL 3/4" DIA. x 9 112" DEEP INTO EXISTING l-4EADWALL AND PROPOSED BOX AND EPOXl GROUT ~ BAR fi) '3" O.C. fi) TOF 4 BOT. FROvlDE 3/8" EXPANSION JOINT AT WALL AND BOX CONNECTION, FILL WITH JOINT SEALANT MATERIAL. 4'x8' RECTANGULAR 'J' BOTTOM MANHOLE PER INDEX No. 2~~ WITH '1-T' TOF FER INDEX No. 2~1 , " - - ~ ~ -III-III~III-III-I' ',.. . ~, .... '. ..' .1111"1111"lmlllllllllll~ IIIIIIIIIII"IIIIIII"I~I :. 1'.lmlllllllllllllllllllllllllllllllllllllllll,~I:-' : I III III III III 111=-111=:111- .. -- - - - 1- PROFOSED 54"RCF ..'" .. :" '" .. , , . , . ALIGN 3'x5' OPENING IN BOX WITH EXISTING 3'x5' BOX CULVERT STORM SEWER CONNECTION SECTION N.T.e. FENCE BY OT~ER5 p- 2' - ... lIS CONT. .. FIN GRD. 4' IN,- 8' CMU - 5EE C~ART FOR RE: INFORCEMENT. IN SOLID GROUTED MASONRY CELL CENTER IN 8' CMU. FIN GRD.~ . up c:l GA. LADDER RE: INF. e I~' O.C. VERT. I-l (8') E.G. - 30' LAP 5PLlCE 4 j' PERFORATED PIPE. PROviDE FIL TER FABRIC , 1 CUBIC FOOT PER LINEAR FOOT OF 3/4' AC:lGREGA TE ... - IN5ERT I' PVC LUEEP5 e 8'-0' O.C. CONTINUOUS FOOTING SEE FOUNDAtiON PLANH\ \ ~[: <I - PROViDE CLEAN OUT A T EAC~ GROUTED CELL " .. .. ., .. " 3' COvER .1' . 4-lIS CONT. L I. . 3' COYER I' RET AINING WALL FOUNDATION DET AIL N.T.5. B EXIST. CONCRETE SIDEWALK . . A " .. ., " " " .I! .., .. A ., ., ., ..1 .. RETAINING WALL DETAIL \ \ N.T.5. RETAINING WALL 'B" 51ZE5 HE I Gl...n H (8') H (12") B VERT.REINF. R/W 21-8' 51'-4' 8'-8' 2'-8' 51'-4' 51'-4' 2'-l'Zl' 3'-4' &'-l'Zl' lIS6J 48' O.C. lIS. 16" O.C. lIS. 16' o.c. 3'-4' / L. GENERAL RETAINING WALL NOTE5 l. RETAINING WALL DE51GN 15 SA5ED ON A GRANULAR COHE510NLE55 50lL WITH THE FOLLOWING PROFERTIE5: TOTAL UNIT WEIGHT COMPACTED .__._.lIl'Zl FCF ALLOWABLE BEARING PRE55URE ____.2l'Zll'Zll'Zl P5F PA551VE LATERAL COEFFICIENT ___3fl)l'Zl ACTIVE LATERAL COEFFICIENT ___._.-.l'Zl.33 MAXIMUM % PA551NG 4l2l'Zll'Zl 5IEVE_._.....5 (PER A5CE 1-'38) 2. PROvIDE WALL JOINT AT 2l'Zl" ON CENTER CONTINUE HORIZONTAL REINFORCEMENT EXCEFT DISCONTINUE JOINT REINFORCEMENT AND PROviDE IllS IN 50L ID GROUTED CELL ON EACH 51DE OF JOINT. 3. BRACE WALL A5 REQUIRED TO MAINTAIN WALL IN VERTICAL P051TION DURING BACKFILL OFERATION5. 4. CONCRETE WORK 5HALL BE IN ACCORDANCE WITH ACI 3l'Zl13l'Zl1-8'3 '5PECIFICATION5 FOR 5TRUCTURAL CONCRETE FOR BUILDING5.' &. CONCRETE 5HALL HAVE A MINIMUM COMFRE551VE 5TRENGTH OF 3l'Zll'Zll'Zl P51 AT 28 DAI5. 6. CONCRETE MA50NRI UJORK 5HALL BE IN ACCORDANCE WITH ACI E13l'Zl.1-'32 '5PECIFICATION5 FOR CONCRETE MA50NRI 5TRUCTURE5.' 1. CONCRETE MA50NRI UNIT5 SHALL BE IN ACCORDANCE WITH A5TM C'3l'Zl, GRADE N, TIFE II AND 5HALL BE OF A TIPE 5UCH THAT THE CORE5 LINE UP vERTICALL I. 8. MA50NRI MORTAR SHALL 6E IN ACCORDANCE WITH ASTM C21l'Zl, TIFE 5 OR M. '3. GROUT FOR MA50NRI WORK SHALL BE IN ACCORDANCE WITH ASTM C416, COAR5E TIPE, AND 5HALL ATTAIN A COMPRE551VE 5TRENGTH OF 2,l'Zll'Zll'Zl P51 AT 28 DAI5. 1l'Zl. 'PROVIDE '3 GAUGE LADDER TIPE JOINT REINFORCING AT 16" ON CENTER VERTICALL I IN ALL MASONRI CON5TRUCTION. LAF JOINT REINFORCEMENT A MINIMUM OF 6' AND DI5CONTINUE AT ALL WALL JOINT5. 11. MASONRI JOINT REINFORCEMENT SHALL BE HOT -DIP GALVANIZED STEEL WIRE IN ACCORDANCE WITH A5TM A82. 12. REINFORCING 5TEEL 5HALL BE IN ACCORDANCE WITH A5TM A61&, GRADE 6l'Zl. 13. LAP 5PLlCES FOR MA50NRI REINFORCEMENT SHALL BE PERMITTED PROVIDED LAP 5PLICE5 ARE A MINIMUM 48 BAR DIAMETERS IN LENGTH. 14. LAP 5FLlCE5 FOR REINFORCEMENT 5HALL 6E FERMITTED FRovlDED LAF 5FLlCE5 ARE A MINIMUM OF 3l'Zl BAR DIAMETERe IN LENGTH. 1&. WALL DRAINAGE 15 REQUIRED FOR PROFER PERFORMANCE OF THE WALL5. MAINTAIN POSITIve SEEPAGE OF WATER THROUH FERFORATED PIPE of WEEPS. 1l'Zl. COORDINATE RETANING WALL LOCATION5 of GRADE5 WITH FLAN5 61 5TILLWATER TECHNOLOGIE5, INC. FOR EXXON MARKETER, CITI OF CLEARWATER 16. FOOTINGS 5HALL BE EXCAVATED TO THEIR BEARING ELEVATION5 AND THE 5UPPORT SOILS COMPACTED TO A MINIMUM OF '38 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRI DEN51TI (A5TM Dl&51) TO A DEPTH OF 2 FEET 6ELOW FOOTING BEARING ELEvATION5. 11. CONTRACTOR SHALL PROVIDE COMPLETE REPORT5, PREPARED BI A FLO DA REGI5TERED GEOTECHNICAL ENGINEER, OF ALL MONITORING AND TE5TING PERFORMED TO BRING THE FOUNDATION 5TRATA WITHIN CONFORMANCE OF DESIGN RECOMMENDAtiONS. ,/ / Ir ' '~j 1/,/P? RE/NF. SAME SIZE AND NUME3ER AS REa 'D. IN FTG. SC~EDULE la' MIN, ... ., A 4 4 3' COVER TYP, HARRY BRUMLEY, III FLORIDA PE # 0041837 ~ ui ~ g (J) ~ !Xl :I: U. o !z w ~ 8 o ~ z o Ui (J) ~ w a.. Z ~ ~ i z ~ !Xl o I- ~ u: ~ 3: IX: W [ij o ~ I ~ ~ f2 ~ ~ o w ~ IX: o o i u ci w U ::l o o IX: a.. w IX: W !Xl o l- I- ~ !Q !::: (J) o z ~ ~ n o z 00( (J) z :5 a.. w (J) W :I: I- ~ (J) ~ o ii: ~ IX: W a.. o IX: a.. IX: w :I: I- o o z 00( ~ o ii: >- a.. o U (J) :i: (J) w ~ w (J) W IX: ~ (J) (J) W IX: a.. ~ >- !Xl W IX: W :I: IX: W W Z ~ W [Q I .......... [Q 1: 0 ~ d) t- in ~ 0 (I) t- c:: 0 .Q ---1 a .! -<( lL > t- ~ CD t- r:t: 1: ill (Q {L :J (S d) ---1 d) -<( > t- ltt z (f) (f) ~ ~ .......... .......... <J1 ~ ~ ~ .:::::, , ~ ~ ~ ~ ~ 0 ~ 0 (JI 0 ~ t;- III 0 ...J I 'ot I!I 0 t- .J z ~ r-- t- O:: 0 W - 'ot .. W 111 r-- - (() ~ <t 0 )( ~ 0( W I!I 0 Ii. Z t- I- w g <( .J 0 -'t: - ~ e( U (J u 0 ":J 0( 0( ~ (() 0:: II: iii ()\ :J 9 m (() :J r-- I- Ii. Z <( U iii N :J > I'l 0:: < m I- 0 e( m 0 c I z 0: j 0 .J 0: LL 0 ~ I 0: l- e( :J n. 0 (/] 0: iii ... I- 0 Z I'l 3 W W ~ .-J - 0 LL I- 0 000 ~ W[l<( D.. [.J <( 0 c<S Z >- W w ~ .JO Z -:J.J <( ZOu. .-J W >mi D.. Z >- W ...J 0<(1- .-J [.Jm~ <( ~ 0 ~ 3: W~<( [!J I-LLW <( .J ..J Z ~:J(J - Z ~(!) - <( <( I- W W .....J a: [j Drawn: CTB Checked: H6 Date: ~112~/~3 Plot Scale: SEE FLAN Job No.: HB ~3-~1 c.j ...J ...J en t!:! 4( g ~ 4( m :I: Sheet: 1 of 1 M o o N t- r o a: ~ o u @ 81 File: (l).3(l)1-51.dw9