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608 GARDEN AVE NAPPLICATION FOR LAND CLEARING & GRUBBING PERMIT PLAT NIING DEPARTMENT (727) 5624741 DATE RECEIPT NO. A non - refundable filing fee of $10.00 Is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below. "" 1. Location of Property: �� lV �v� �� y6 2. Protect Name: 3. Purpose of clearing and /or grubbing: ew Construction ❑ Demolition 4 Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (Including all existing and /or proposed_ ditches, canals, and swales) /j El-,-J t?10n? - o 73 z -su r pA �i') A /I JA_ S'T7�c &- 'r X17) aw 501> A•✓ o Z SYcQ r�►o2�t re_zfs r 5. Proposed method of debris disposal T1ea'C-k0 __rO 19P-IVA? -pg 2, r C 6. Date you plan to begin work d� 7. Proposed method of soil erosion control sl / l.T -(-- £ n) r E- ,4 CzaV Nib Co, T 4 e— —, E— o! 8. O No -Tree Verification Required 3 free Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EIRpSION AND SILTATION CONTROL. Signature of owner or Owners Representative Printed Name (C O T j� C -7,a,2-� Address R,ks, ZS -35 City State Zip CpAS7'A� Co'­'J. Representatives' Firm Telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This 1A NOT a Tree Removal Permit. - - — -- - DO NOT WRITE BELOW THIS LINT" Based on the above comments and information submitted, the above clearing & grubbing applicati( U Approved As Submitted Approved - Modified As Noted Above Signe City Manag r Desig ee Date: Y A, -'s m W N U co c m c 0 c° > Z 4 O No O ' Z O (Do°_ Now° aU uJ c E O C�t)d 1362-0002 -GC 10-06 CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES 99w�iEa��o� TREE REMOVAL PERMIT NAME OF OWNER S �UAI%�_ QA-) P-�ft ;1' SITE ADDRESS C,:- c P,1. a A �< PHONE Z, OWNER'S ADDRESS r•� LOCATION OF TREE(S) ON LOT iN SPECIES AND NUMBER OF TREE(S) ��i ��i [..�'�f�i t ! .'i y- 7}'t.1�.J j �''1 � . i 7 i•.�`. J) ' 4 6,&P_ 0 E —) A v6- r', E-r Z "—r' E d 0 Fu n) 4_15 TO APPLICANT; A non - refundable fee of S15.00 for up to five frees to be removed, plus $3.00 for every tree above 5 to be removed is required. FOR REMOVAL: *See "A" below ❑ Hazardous ❑ Declining • Dead • Other (Specify) Fee Rec'd. $ A) CONSTRUCTION Date 1. For new construction, additions or other modifications of a,proper t,y which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must Include: a. Major Changes of Grade f. Proposed Number of Parking Spaces J. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement 1. All easements and Rights -of -Way (ill.) Species e, Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications, B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with a lans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation (ro permit i ed sh der t it and void and be considered a violation of the Community Development Code. -V /Signa of owner or applicant Printed Name Address Agency Representing OCL 0 DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manaaer or his Deslanated Anent Required Applicable Code Section: :5-/Z-0S_ v - /Z-© 5 Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted AApproved- Modified as Noted Above O Denied Signe Communi Develop ent Coordinator or Designee /Inspector UJ UJ ti 0 L41) O 00 " N CL _ C> ono Date: Valid for six months from the date of issuance. 1362.0001 -GC white - Planning & Development Services Yellow - Applicant Rev. 2-03 Z O �J 5 C C'? D O En m m WN to �i Z N D O to O O z0' Om O u-1 3:Z �� o to U N � s Ir DEC 2 7 2007 U [)F�v -Nar-NT SERVICES DEPT C OF CL WA LANDSCAPING: See attached showing landscape proposed landscape changes. All other landscaping is existing and shown on civil drawings. New Bahaia sod to be placed in pond and around new structure. *4Vr 0�( lro � 'TR vkwstp " STEN D FOR ING g co • 2 9.5 -t L6 S8"0 06 40 o 'j -V- 13.13' 0" 130.51- I6 0 s"0 P6-0 I 8 "0 T: r 1 I 2 "0 4' CON C. WALK 30.5 elf`'( 30.5 N 68 3 EXISTING RETENT 27.5 PROPOSED N 2 N ADDITION \ 1;040 S.F. FIN. FLR. EL. 32.07 EXISTING FRAME BUILDING #608 FIN. FLR. EL. 32.07 3' 9.33 30.5 d 4a e� a 4' .4 I 115' 1FLUME (TO REMP `yFa.N►s tip arm'. REfEV. C( A*�rgfa e re . ro of Pow affil -i � - p,,v�c�i2jNP C �S C I T Y ® F Office of Parks and Recreation (813) 462 -6531 September 13, 1993 Isay M. Gulley Executive Director Clearwater Neighborhood Housing Service 1002 N. Greenwood Ave. Clearwater, Fl. 34615 Dear Isay: t C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618.4748 Here's a conceptual landscape design for your new office location. This plan should meet all ordinance requirements of buffering retention ponds and parking areas. The landscaping on the immediate east and north sides of the building is not required but something that would beautify the building somewhat. Some of the considerations of this plan include: - using low growing trees along Elridge St. to keep them from growing into the overhead powerlines. - using Bahia sod which is the most drought tolerant, which can survive without supplemental irrigation, once it's established. - use a medium to low growing hedge around the perimeter of the "buffered" areas to allow for visual exposure from the streets. - do not disturb roots of existing trees, as little as possible. - leave adequate space for front entrances and ramps to the office. - use Hibiscus in at least one area to promote the "City" flower. - help shade the parking lot with tree plantings. We have the fifteen trees planned at the City Nursery facility that Mr. Wilson has authorized for use at this site. The City landscape crew will perform the labor involved with the installation of the trees, shrubs, and mulch. Sod should be installed by a contractor at your cost. If you desire an irrigation system a water source would have to be identified. We could work up a system that would match the needs of the landscape and give you an estimate of the cost of materials. A lawn irrigation meter, which saves you sewer charges, requires a backflow prevention device, at the total cost of approximately $840.00. �■�pi 'Equal Employment and Affirmative Action Employer'' �� 1• r., Estimated landscape costs that would be covered by your office include: - 60 three gallon size shrubs (buffer hedge) $ 250.00 - 30 of of 11 if (foundation) 150.00 _ 40 one gallon groundcover plants 80.00 - 10-yds. Shredded cypress mulch (or use recycled /free) 110.00 3600 sq. ft. Bahia sod, installed 432.00 - Irrigation ? ? This should give you an idea of what this "basic" plan involves. I hope the - drawing is adequate for your needs. Keep*me posted on your construction progress so I can schedule your project. Consider what you want / can afford for landscaping and I could help coordinate wholesale purchases for the materials. I can be reached at 462 -6116 or the above number. Sin erely, Mark C. Roether Nursery Superintendent may: Gw-'41� I � ,p 3 Jo GTOA D / F: '`pry 7 Y;€iSe'}`�Tp5isw §FYI _'aGq -1 i. al"i . 7) p'li � x1 4sn 1/ ct c. �. 7o-7 1 - liksa / W / rTr fif 12 �w ua �2 f 'y YLL ►_Y t x„ Lo ol '= t_.t 110 1 � L p c ) r' a 0 6 p 11 � 1 �1 Cov,rtewstowte -E-rtgiTte e-ri-rtg & S-tc-r-veyi-r?,g, lr?,c. l7kir-Mg,rolz • SURVEYORS • LAND PLANNERS SUITE G 1433 GULF - TO - DAY BOUL-EVARD, CLE-IRWATBR, FLORIDA 34615 Pfl. (813) 447-f763 Olt 446-4364 t.` t. Is r. 1% 1. 31 INDEX OF SHEETS COVER to EXISiIN6 SITE DATA 2. PROPOSED ADDITION 0. DETAILS o vv j Arj 7 7 I PHONE: (613) 442-4155 v .I I .11 • .11 s r. of ch n N Cl) N V K c.9 L_ "L 0] LEGEND: FND. = FOUND SPK = SET P.K. NAIL FIR = FOUND IRON ROD FCM = FOUND CONCRETE MONUMENT FND CUT "X" = FOUND CUT X SEC = SECTION TWP = TOWNSHIP RGE = RANGE M = MEASURED P = PLAT SIR &C = SET IRON ROD & CAP FOP = FOUND OPEN PIPE LEGEND: OAK TREE W /SIZE PALM TREE W /SIZE 0 POWER POLE .0 PROPOSED ELEVATION �1 •15 EXISTING ELEVATION wil N N V V 0 z Z 7 3 111A.Afft f&N'TAL '�EVItW 1APPROVAL GRANTED SJBJECT TO 'COMI'LIANdE WITH ALL AND �ACTS'OF 'TH -E `'ITY 'OF CI. -:r'�; 1`JATER 'DATED ___. - I- I - • �S GNED_ ` CLEARING AND ,, Stormwatefdetention areas must be excavated DING, PERMIT and side slopes sodded prior to construction REQUIRED P'c;, -" <:,:' of storm drains. On site drainage must be AL�`Ef2Al -IC(d �Y LAND ERc)SIOp4 channeled to detention areas. CON 'FROL h E EXISTING CONC. DRIVEWAYS TO BE REMOVED. X0,88 06 65 �2 8 1 15 1 36 ,g9 - LDRIDGE _ ST EET o _ _ 0 6 06 /45' R.O. W. - -CONC SWALE Q N(SEE DETAIL)�2.O GJ �2 C0 C ON �s �I - -p? --- - - - - -- �QN -ao ----- -� - - -� 10' 6 -_ --�-�? ----- - - - - -- fi -- °- - - - - -4 CONC WALK .,` ' -- C X2.6 - _________�_� __ -- Q _ ' I N� 2 180'00'00 "M CONC FLUME �;,,mo> ,° SEE DE AIL) 85'001 N �V) o 25 ° 0cP. 36.00' 24 _�� 0 .N �- ry n- I co I w > Q 8 4 SPAC S AN 1 HANDICAP IO Q HANDICAP RAMP `� � I 1 I 6 O (SEE DETAIL) �` �2 6 A- 32 5) � �2 6 W t r+ 4, 4 EXISTING FRAME SP 'G o N Iz- cL BUILDING 2 P 20 9`n g o f o 23 - 9.00+ ry 22 COQ 1 62.60' 6' WOOD FENCE 0.70' t � �0 6 SP CES �- 144_80 M.,,+ 143.5 P -- 3Z 1 OR ! \ 1 r? 6 � o� cs 180'00'00 "M 2% ! ILI to i 101 will_ I � a 1 1 I 1 61 18,5 N i I OQ E 11 9 �Z 3 6 X2,5 J .j Q 2 32'5 �j O CV EXISTING CONC. SIDEWALK TO BE REMOVED. EXISTING CONC. CURB TO BE REMOVED. 3 X2,0 6 X2'2 I I EXISTING CONC. SIDEWALK TO BE EXTENDED TO ASPHALT. SEC. 9 TWP 2 9 S RGE 15 E ,• SITE DATA: = 2284.00x ZONING: CO 1111%55.60 PAVEMENT PARCEL SIZE: 14,255 S.F. 0.327 AC. x LAND USE: GENERAL COMMERICAL 3241:30 SIDEWALK EXISTING CONDITIONS: x 0.9 = BUILDING 2,284 S.F. 0.052AC. 16 % PAVEMENT -O- S.F. 0.0 AC. 0 GREEN SPACE 11,981 S.F. 0.275AC, 84 % TOTAL 14,255 S. F. 0.327 AC. 100% PROPOSED CONDITIONS: x 0.2 = BUILDING 2,284 S.F. 0.052AC. 16 % PAVEMENT 3,602 S.F. 0.083AC. 25 % DETENTION POND 2,000 S.F. 0.046AC, 14 % GREEN SPACE 6,369 S.F. 0.146 AC. 45 % � r TOTAL 14,255 S.F. 0.327AC. 100% SETBACKS: RIGHT -OF -WAY �'.5 FT. SIDE AND REAR YARD 10 FT. MAXIMUM HEIGHT: 20 FT. PARKING REQUIRED: 4.5 SPACES /1000 S.F. 2,284 S.F. (4.5 SPACES /1000 S.F.) = 10 SPACES PARKING PROVIDED: STANDARD PARKING SPACES = 10 HANDICAP PARKING SPACES = 1 TOTAL PARKING SPACES PROVIDED = 11 DESIGN DATA: SITE AREA SQUARE FEET = 14255.00 ACRES = 0.3272 full JAN 311994 CENTRAL PERIMITTING _Gi TY �ll 'L:-r'7f y_, t51 _T1 STORMWATER DESIGN REQUIREMENTS 50 YEAR 1 }TOUR STORM EVENT PRE - DEVELOPMENT STORMWATER CALCULATIONS C = 0200 . POST - DEVELOPMENT STORMWATER CALCULATIONS A BUILDING FOOT PRINT AREA = 2284.00x 0.9 = 1111%55.60 PAVEMENT - 3602.00 x 0,9 = 3241:30 SIDEWALK = 100.00 x 0.9 = 90.00 TURF BLOCK PARKING & DRIVE = 0.00 x 0.6 = 0.00 POND SURFACE AREA = 1700.00 x 1.0 = 1700,00 OPEN AREA = 6569.00 x 0.2 = 1313.80 o0 8401.20 / 14255.00 C = 0.59 RAINFALL i C C DURATION INTENSITY PRE POST DELTA MIN. ID./SEC. IN /HR DEVELOPMENT DEVELOPMENT C 60 3600 4.20 0.20 0.59 0.39 3600 X 4.2 X 0.39 X 0.3272 = 1926.5 D.E.R. FIRST 1/2" RAIN FALL TREATMENT = 592 CUBIC FT 50 YEAR REQUIRED STORAGE = 1927 CUBIC FT TOTAL STARAGE PROVIDED = 1976 CUBIC PT b CL �o ~ o0 j � � Z Y a j cD N_ r z M0 z ww z0 oc Ir w V Z w J Oz b w 0 LL LL 'O Q j w w C0 0 W O Ir CL x� a �+0 A � a 149 h 9 W A a 0 shttt N0. SH 2 OF 3 T M n N M N V z L D x co 3' WALK CONST. OVER -SIZE GUTTER TO PREVENT LEAF BLOCKAGE �O• NOTE: 18 " -24 STEM WALL REQUIRED FOR NEW BUILDING 0/H POWER LINE--- 8 "0 4' X 4' LANDING P.P. & STAIRS A/C PAD "-o-1 3.1 0 CONST. 42 ACCESSIBLE CONC. WALKWAY. SLOPE NOT TO EXCEED 2%` ELDRIDGE STREET FILL W/ SOIL TREE CANOPY ° 8 0' ' 4 . •lo:r�vFO, O /H 6 „0 ° POWER LINE EXISTING a FRAVE 5' 80 BUILDING #608 I � FIN, FLR. EL. 33.57 12 "° o PODOCARPUS (PODOCARPUS MACROPHYLLUS) I „0 • 4 0 -- 14.0'- • 0, cr In 00 - 6"0 4 O O L' 4 0 � 0 INDIAN HAWTHORNE On Harps That Are Perpeod;cu;ar With The Curb Line, The Dame Peern Sholl8e )n-L ;ne I b• Mtn With The Diredfon Of Travel. On Rays 1..<" Max. Intersect ;np Curbs On A Rodius, The Owe Pattern l To Ae !EV0 With The A;reci %on Edpe Of Detec+vble � � Travel To The Extent Practicer. Worn;np � I I 1 0,9" 11 %n. - - - - - ' 0 1.4" Max. N 012" ! 0.02 = -. Truncated Dome ihteprat Dome I ` - -- - ° --© 0 0 0 The top width of the dome sIvIl N a minix m of 50K and o max;mum of 65% of the base dameter. 0 0 0 0 TRUNCATEO DOME Base - to -bose spaolnp shollbe 0.65` minim m between domes. PLAN VIEW All S.Idewa,fk Nib Ramps SVI He" Cetoctable Warnlry Waces TV C clend rho roll W /*h Of The Rav And In The D;redloo Of Travel 24 lmhes (610 mm) from The W Of Cur& CURB RAMP DETECTABLE WARNING DETAIL W/ SAND GROWN BOTTOM = 29.0 SOD ONLY *AFTER SODDING* RETENTION POND SECTION SCALE: N.T.S. PA PROPOSED RETENTION AREA T.O.B. 32.0 DHW. 31.5 WQV 30.05 4" P. V. C. BOT. 29.0 10' BUFFER EXISTING TREE (TYPICAL) TOP EL. 1/4" GALV. SKIMMER PL SKIMMER EL. TOE EL. 29.0 FLUME EL. 31.50 BOLT 4' THK. 4,000 P.S.I. CONCRETE WITH 6 X 6 WWF REINFORCEMENT SECTION VIEW 14' POND BOTTOM EL. 29.0 '� + 0.�EXISTING SIOEWkLK co ' I "e BOLT SKIMMER PLATE TO FACE OF FLUME - 2 BOLTS PER SIDE PLAN VIEW FLUME 8c SKIMMER SCALE: N.T.S. REV. 01 11/26/07 REV. 02 12/19/07 REV. 03 01/04/08 REV. 04 02/12/08 144.80; fro h0 �� GRAPHIC SCALE EXISTING CONCRETE 0 10 20 FL ME MODIFY OUTLET WEIR ( IN FEET ) 1 inch = 10 ft. oo° EL. 31.50 0 p000e TOP. 32.0 „W,1 - 611 EXISTING STAINLESS SKIMMER 00• 23.5" X 1.25" WEIR ° EXISTING DIAMOND = TREAD PLATE FLUME COVER LO 4 "OAK CONST. TRUNCATED DOMES PER FDOT INDEX 304 AT ALL SIDEWALK /VEHICLE � JUNCTURES (4 REQ.) LQ OAK Q MAPLE PL = PALM C) J Or Q O VISIBILITY TRIANGLE 9� O IRRIGATION NOTES: CITY NOTE: 1. HANDICAP PARKING STALL AND ANY ACCESS AISLE SHALL BE SHOWN AND PAINTED AS DIAGONAL WHITE LINES. LANDSCAPE NOTE: 1. LANDSCAPING PER PREVIOUSLY APPROVED PLANS. TREES SHOWN ARE EXISTING. SHRUBS ARE GROUND COVER. MAY REQUIRE ADDITIONAL PLANTING TO O RESTORE ORIGINAL CONDITIONS. 2. TWO SYCAMORE TREES WITHIN RETENTION POND ARE TO BE REMOVED. $48 X 14" _ $672 TO BE PAID TO CITY IN COMPENSATION. EXISTING TREE LEGEND: 0 = OAK M = MAPLE PL = PALM SYC = SYCAMORE 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMONSTRATED THAT OTHER SOURCES ARE NOT AVAILABLE, 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION, SYSTEMS THAT OVER SPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVER SPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAT 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. CATEGORY: ZONING: USE: LOT AREA: PAVED AREA: BUILDING: TOTAL SPACES: SRAI ICLEST... ----- 54"1 IaE ST -.. -._ SBvtfv[ I 7 v 2 I I 4 2 Iy< d Nw S �ELORME Sr : a_mOGE Sr 4 -_. _.. B.DFiDGE Sr _._._ ADFIOGE SrI ....__. gDROGE Sr ADFiDGE Sr _. ELDFIDGE Sr - - -- _ . -- EIDHD qq` SITE w b w o a �p a L I 64 w F L i ml 9 z z Ir Izm � j - NWPI.EST -_.. Wv pu ST hNRE ST.. NNPLE ST Z a PARCEL I.D. #: 09/29/15/08622/(00-/Q?-S, :a,Ai tV--,,�v _dry }eil^ LOCATION MAP soot z add I!'E Lu I ul 11 I.I IMPERVIOUS SURFACE AREA: OPEN SPACE(7.GR. AREA): FLOOR AREA RATIO (FAR): IMPERMEABLE SURFACE RATIO (ISR): ADA ACCESIBLE SPACES: PARKING REQUIRED: EXISTING CG GENERAL COMMERCIAL 14,255 S.F. (0.33 AC.) 3,602 S.F. (25%) 2,284 S.F. (16%) 11 5,886 S.F. (41%) 8,369 S.F. (59 %) .16 .41 PROPOSED CG GENERAL COMMERCIAL 3,324 / 1,000 X 3 = 10 SPACES SETBACKS: FRONT : 25' SIDE, REAR : 10' SOLID WASTE: INDIVIDUAL RECEPTACLE LEGAL DESCRIPTION A SURVEY OF LOTS 25 AND 26, G.L. BICWELL': OAINWOOD ADDITION 't0 CLEARWATER AS RECORDED IN PLAT BOOK 01, PAGE 46, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. OWNER: CLEARWATER NEIGHBORHOOD HOUSING SERVICES 608 N. GARDEN AVENUE CLEARWATER, FL 33755 3,602 S.F. (25%) 3,324 S.F. (23%) 11 (1 ADA) 6,926 S.F. (49 %) 7,329 S.F. (51%) .23 .49 1 ENGINEER: WEST COAST DESIGN INC. SURVEYOR: ALLIED SURVEYING 10681 GULF BLVD. SUITE 205 1275 N. HIGHLAND AVE. TREASURE ISLAND, FL 33706 CLEARWATER, FL 33755 (727) 368 -0491 RETENTION: 1,800 CU.FT. REQ'D, 1,838 CU.FT. PROVIDED OSURVEY DATUM: N.A.V.D. 1988 FLOOD ZONE: "x" C1 SITE PLAN C2 EROSION CONTROL PLAN DRAWING INDEX LEGEND T EX/S17NO ELEV.417ON 1-4-.-7-5-1 PROPOSED ELEVATION 2" PVC M112 EX /SI7NC 1f,4 /7Z-/? L /NE PROPOSED WATER LINE PROPOSED SEWER LINE TITLE: SITE PLAN WEST COAST DESIGN INC. CLEARWATER NEIGHBORHOOD HOUSING SERVICES, INC. ELEV. JOB #: 07 -039 10681 GULF BLVD. SUITE 205 608 N. GARDEN AVE. CITY COMMENTS DATE: 10/06/07 TREASURE ISLAND, FL. 33706 CLEARWATER, FL 33755 PHONE (727) 368 -0491 WEST COAST DESIGN, INC. 10681 Gulf Blvd., Ste. 205, Treasure Island, FL Phone: 727 - 368 -0491 Fax: 727 - 368 -0589 1 1 11 1 CIVIL /SITE DESIGN /ENGINEERING CONSULTANTS C4 UO r a ? LE (y ., Lj 00 W N Uj C0 CU > z CU z( o V w o LLB c) �� o U �� J O K; Z LLJ a °00 V) ii C24 0 W0 ®- i: Z m z �e CI°a in v N Cn pal O_ 0 0 O 0 m c� � z ry Q bi -J I I U U Z 00 N I� C_7 i_n0 N V) _j 00 LLJ _j ar1_ v ' V) 1 < J o 'moo V) �Wa w 0� U z L� w U_ 0_ w Ln C� z Lli in V) Qn D M O Z J = LLJ LL. o� O 0_ Ld O 6 H � z < O C0 J LLJ U z ct Lj F- Q Q LLJ J U C 1 1 OF 2 — I/ 00I 31. 0 SILT FENCE SEE CANOPY SILT FENCE EL DRI D GE S TREE T (45' R /W) POWER LINE 1-0/ EXISTING CONCRETE FLUME HAY BALES SILT FENCE �V LJJJ c SILT FENCE GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 10 ft. Proposed Inlet Sidewalk Open O — -- — — R'sa _ reme. " OiltY, ® Ditch Amin'' Curb & GuHef curb a -- - -- Rock Sops OuNer RmA Baps PARTIAL INLET COMPLETED INLET DITCH BOT TUM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES SECrM AA Note Where the slope length exceeds ES feet, Construct one row of bare barriers at Of torvItudinol grade midway up the slope. Contruct two rows of bole barriers where the slope length exceeds 50 feet. ALONG FILL SLOPE . T7 50'On Centers ! ryp.1 As Required — Natural PLAN Overtop Ends Grand Fill Slope s ELEVATION TO BE USED WHERE THE NATURAL GRIRIND SLOPES TOWARD THE TOE OF SLOPE Edge of Shoulder, Grode Varies A� 0 % Grade, Length Varies A roe Of slope Or Dikh Bottom, Grade Varies ELEVATION AT TuE OF SLOPE BARRIERS FOR FILL SLOPES Flow N>,-I- PLAN b' F1 1I Slope ELEVATION rO BE USED WHERE THE NATURAL GROUND SLOPES AWAY FROM THE roe OF SLOPE I Pmt. I Rail Sad Sad PLAN �{ Post Reoammended ELEVATM BARRIER FOR PAVED DITCH Woven Filter Fabric In Absence Of BARRIERS FOR UNPAVED DITCHES NOTES FOR BALED HAY OR STRAW BARRIERS 1, Type rand X Barriers shouW b, spoced In accordance with CWt t, Sheet /. 2. Hoy bales shall be trenched J' to e' and oncW ed with 2 - I' s E' (or l' dra. l s 4' wood stakes. stakes of other moferial or 'hope prov %ding equ,'votenl strength may be used if approved by the Engineer. Stokes other than wood shall be removed upon oornpietion of fN project, J. Rolls and posts shall N 2' s e' wood. Other m 4rials providing equrvlalent strength may be used If approved by the Engineer. 4. Adjacent bales shall be buffed fltmty Wofher. Unavoidable goes shod be plugged with hay or straw to prevent silt from passing. S. Where used In eonjuncilon with slit fence, hay bales shall be placed on the upstream side of the fence. 6. Sales to be paid for urxtor the contract unit price for Baled Hoy or Straw, EA. The unif prke shod include the cost of filter an fabric for Type 1 d It Barriers. Sand bogs sholl be pold for under the unif price for Sarwbogging, CY. Rocs bops to be paid far under the contract unit price for Rock Bogs, EA. w+ I. t17 � rr. r r) r I N W O N a o0 d- `1 W� U z w U_ Li © z O O ® O U U z ® QV fW-- r n fQ W U L0 co Z 00 (V r-� Z LLJ n 0 (-D» I (/) V) LL 00 I..IJ M �z V) m � � Q LL J 0 LLJ z (n (co () V) n- W 0W TREE CANOPY CONSTRUCTION SURFACE WATER MANAGEMENT PLAN: 1. ALL EROSION CONTROL MEASURES DEPICTED ON THE CSWMP ARE TO BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. v 2. ALL EROSION CONTROL MEASURES ARE TO BE KEPT IN GOOD WORKING ORDER FOR THE DURATION z OF CONSTRUCTION OR UNTIL THE SITE HAS BEEN COMPLETELY STABILIZED WITH SOD, PAVEMENT AND vi OTHER PERMANENT SURFACES. w U_ 3. EROSION CONTROL MEASURES ARE TO BE INSPECTED ON A DAILY BASIS AND REPAIRED IMMEDIATELY. PARTICULAR CARE SHOULD BE TAKEN AFTER A SIGNIFICANT RAINFALL TO ENSURE THE w co NOTE. THE CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL EROSION CONTROL MEASURES. L0 SILT BAMERS THROVGHOIIT TIME ISAY M. GULLEY, EXECUTIVE DIRECTOR Q) ,n OF CONSTRUCTION ACTINTY, ,•X Y•X IV STAKES CLEARWATER NEIGHBORHOOD HOUSING SERVICES, INC. z > (wH.2 PER BALE) 4. EROSION CONTROL MEASURES ARE TO INCLUDE, BUT NOT BE LIMITED T0: (A.) FILTER FABRIC Q M OVER GRATE INLETS (B.) COIR ROLLS OVER CURB INLETS (C.) STAKED HAY BALES AT FLUME AND o z J OPTKNAL POST POST" ff f� MKIN i,iRMeL�wD00, tk ABRw cE : "w,"a�l POND DISCHARGE POINTS (D.) STAKED SILT FENCES (MINIMUM EMBEDMENT 6 TO 12) (E.) STAKED s o �- STEEL 1.33LBS/iT.WK s' MAX "a Tim COIR OR OTHER NATURALLY DECOMPOSING MATS OVER SLOPES PRONE TO EROSION (F.) OTHER - � Q � S TDOT SPEC.) HAY BALE n 4LTfLOWmrAw ENGINEER APPROVED BEST MANAGEMENT PRACTICE (BMP) ALTERNATIVE MEASURES FOR CONTROLLING 0 Q EROSION. �� LEGEND WEST COAST DESIGN, INC. o Z ELEVATION SECTION HAY BALE SILTATION h' m 0 Q BARRIER DETAIL 5. TEMPORARY FILL SHALL BE PLACED WHERE SHOWN WITH A COMPLETE SILT SCREEN SURROUND. + IX /SI7NG EZI-VAMIV 10681 Gulf Blvd., Ste. 205, Treasure Island, FL J TYPE III SILT FENCE 4.75 Phone: 727- 368 -0491 Fax: 727 - 368 -0589 6. A TEMPORARY DEWATERING PLAN, IF DEWATERING IS PROPOSED, MUST BE APPROVED BY PROPOSED ELEVATION w U z EROSION CONTROL PINELLAS COUNTY AND DESIGNED TO MEET NPDES REQUIREMENTS. IT IS THE CONTRACTOR'S 2 'PV6' W12 IX/S77NO 11A7�R ZINC IY SCALE: N.T.S. RESPONSIBILITY TO FILE FOR AND SECURE APPROVAL OF THE PLAN. 1 11 >t W PROPOSED WATER LINE Q PROPOSED SEWER LINE CIVIL /SITE DESIGN /ENGINEERING CONSULTANTS Q w J U REV. 01 01/25/08 TITLE: EROSION CONTROL PLAN WEST COAST DESIGN INC. CLEARWATER NEIGHBORHOOD HOUSING SERVICES, INC. JOB #: 07 -039 10681 GULF BLVD. SUITE 205 608 N. GARDEN AVE. DATE: 10/06/07 TREASURE ISLAND, FL. 33706 CLEARWATER, FL 33755 PHONE (727) 368 -0491 C� 2OF2 "ITP . �, Established Gross f Approk. !2' A 12' 1. Secure Edges By EnNenchTnp And Extend Under Baps and Bales. Fabric Sand Bops — Shall Meet The Requlremenls Of Section 5 Of rho Slmndord��l' 5' Min. Specifications. ...................... �� . ,.. ...]].11... =D 4t PLAN PLAN Rail Post _ ( I � � 1 I'Min. Recommended r min. Reco mended Anchor rop Sales To Lower Bales with t Slakes Per Bole, ELEVATION ELEVATION TYPE a TYPE I BARRIERS FOR UNPAVED DITCHES NOTES FOR BALED HAY OR STRAW BARRIERS 1, Type rand X Barriers shouW b, spoced In accordance with CWt t, Sheet /. 2. Hoy bales shall be trenched J' to e' and oncW ed with 2 - I' s E' (or l' dra. l s 4' wood stakes. stakes of other moferial or 'hope prov %ding equ,'votenl strength may be used if approved by the Engineer. Stokes other than wood shall be removed upon oornpietion of fN project, J. Rolls and posts shall N 2' s e' wood. Other m 4rials providing equrvlalent strength may be used If approved by the Engineer. 4. Adjacent bales shall be buffed fltmty Wofher. Unavoidable goes shod be plugged with hay or straw to prevent silt from passing. S. Where used In eonjuncilon with slit fence, hay bales shall be placed on the upstream side of the fence. 6. Sales to be paid for urxtor the contract unit price for Baled Hoy or Straw, EA. The unif prke shod include the cost of filter an fabric for Type 1 d It Barriers. Sand bogs sholl be pold for under the unif price for Sarwbogging, CY. Rocs bops to be paid far under the contract unit price for Rock Bogs, EA. w+ I. t17 � rr. r r) r I N W O N a o0 d- `1 W� U z w U_ Li © z O O ® O U U z ® QV fW-- r n fQ W U L0 co Z 00 (V r-� Z LLJ n 0 (-D» I (/) V) LL 00 I..IJ M �z V) m � � Q LL J 0 LLJ z (n (co () V) n- W 0W TREE CANOPY CONSTRUCTION SURFACE WATER MANAGEMENT PLAN: 1. ALL EROSION CONTROL MEASURES DEPICTED ON THE CSWMP ARE TO BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. v 2. ALL EROSION CONTROL MEASURES ARE TO BE KEPT IN GOOD WORKING ORDER FOR THE DURATION z OF CONSTRUCTION OR UNTIL THE SITE HAS BEEN COMPLETELY STABILIZED WITH SOD, PAVEMENT AND vi OTHER PERMANENT SURFACES. w U_ 3. EROSION CONTROL MEASURES ARE TO BE INSPECTED ON A DAILY BASIS AND REPAIRED IMMEDIATELY. PARTICULAR CARE SHOULD BE TAKEN AFTER A SIGNIFICANT RAINFALL TO ENSURE THE w co NOTE. THE CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL EROSION CONTROL MEASURES. L0 SILT BAMERS THROVGHOIIT TIME ISAY M. GULLEY, EXECUTIVE DIRECTOR Q) ,n OF CONSTRUCTION ACTINTY, ,•X Y•X IV STAKES CLEARWATER NEIGHBORHOOD HOUSING SERVICES, INC. z > (wH.2 PER BALE) 4. EROSION CONTROL MEASURES ARE TO INCLUDE, BUT NOT BE LIMITED T0: (A.) FILTER FABRIC Q M OVER GRATE INLETS (B.) COIR ROLLS OVER CURB INLETS (C.) STAKED HAY BALES AT FLUME AND o z J OPTKNAL POST POST" ff f� MKIN i,iRMeL�wD00, tk ABRw cE : "w,"a�l POND DISCHARGE POINTS (D.) STAKED SILT FENCES (MINIMUM EMBEDMENT 6 TO 12) (E.) STAKED s o �- STEEL 1.33LBS/iT.WK s' MAX "a Tim COIR OR OTHER NATURALLY DECOMPOSING MATS OVER SLOPES PRONE TO EROSION (F.) OTHER - � Q � S TDOT SPEC.) HAY BALE n 4LTfLOWmrAw ENGINEER APPROVED BEST MANAGEMENT PRACTICE (BMP) ALTERNATIVE MEASURES FOR CONTROLLING 0 Q EROSION. �� LEGEND WEST COAST DESIGN, INC. o Z ELEVATION SECTION HAY BALE SILTATION h' m 0 Q BARRIER DETAIL 5. TEMPORARY FILL SHALL BE PLACED WHERE SHOWN WITH A COMPLETE SILT SCREEN SURROUND. + IX /SI7NG EZI-VAMIV 10681 Gulf Blvd., Ste. 205, Treasure Island, FL J TYPE III SILT FENCE 4.75 Phone: 727- 368 -0491 Fax: 727 - 368 -0589 6. A TEMPORARY DEWATERING PLAN, IF DEWATERING IS PROPOSED, MUST BE APPROVED BY PROPOSED ELEVATION w U z EROSION CONTROL PINELLAS COUNTY AND DESIGNED TO MEET NPDES REQUIREMENTS. IT IS THE CONTRACTOR'S 2 'PV6' W12 IX/S77NO 11A7�R ZINC IY SCALE: N.T.S. RESPONSIBILITY TO FILE FOR AND SECURE APPROVAL OF THE PLAN. 1 11 >t W PROPOSED WATER LINE Q PROPOSED SEWER LINE CIVIL /SITE DESIGN /ENGINEERING CONSULTANTS Q w J U REV. 01 01/25/08 TITLE: EROSION CONTROL PLAN WEST COAST DESIGN INC. CLEARWATER NEIGHBORHOOD HOUSING SERVICES, INC. JOB #: 07 -039 10681 GULF BLVD. SUITE 205 608 N. GARDEN AVE. DATE: 10/06/07 TREASURE ISLAND, FL. 33706 CLEARWATER, FL 33755 PHONE (727) 368 -0491 C� 2OF2 "ITP . �,