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1003 CARLTON ST HEP RESIDENCEsue"- 's9OQ NAME OF OW SITE ADDRESS 003 ca c i f 6 Y) -S �kt p CITY OF CLEARWATER a PLANNING DEVELOPMENT SERVICES TREE REMOVAL PERMIT PHONE OWNER'S ADDRESS LOCATION OF TREE(S) ON LOT J 5 � � -�� / << ,� i = -1 SPECIES AND NUMBER OF TREES) Jaw, ,lk 4r—, 1 TO APPLICANT: A non- refundable fee of _kk(oo fo� up to REASON FOR REMOVAL: Construction *See "A" below U Hazardous ❑ Declining z a Dead O 20 Other (Specify) • . be removed 3.00 - ery tfg' abb "5 to be ` C, r removed is r 71��`d, ;4 Fog Po S 7 Date A) CONSTRUCTION Cy�,�1Cab 1. For new construction, additions e�iftctstTo s of a property which involve the removal of a protected tree(s), a site plan is required. This site pla f 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 Ji. 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 �1 d. Parking Arrangement i, All easements and Rights -of -Way (iii.) Species l�l e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around ail trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS D 1. Tree replacement minimum standards: T0' 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. cn I hereby certify that as property owner or as representative of the property owner, I have verified that the trees) sought D to be removed is wholly on property owned by the above - identified property owner, and should it be determined that 0 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 any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued shall render it null and void and be considered a violation of the Community Development Code. Signature of owner or applicant if ZO N• Li/�z7 ��•N< Address City State Zip Printed Name ,/% c?v✓I e �� SS L=ied tiS��v�v /.A, Agency Representing vOCL# 2)-?— �/ L'- 7 T � Phone /Cell Fax DO NOT WRITE BELOW THIS LINE = Not Valid Until Signed By City Manager or Designated Agent Applicable Code Section: :5 06T Based on the Inspector's comments and Information submitted, the above removal application is: ❑ Approved as Submitted ,�Approved- Modified as Noted Above 0 Denied Signed: Date: Community velopm nt Coordinator or Designee /Inspector Valid for sixknonths from the date of issuance. v Iln..,- Annlirtnnt Rev. 2-03 SCALE: 1 "= 20' LECEIVD: BM — Benchmark CS — Concrete mock CL — Centerfins CM - Concrete Monument ELEV — Elevation FND — Found IP — Iron Pipe IR — kon Rod ASP — Asphalt LSd — Land Surveyor RaOstratian Number N/r — Nail 8 Tab N&D — NOR d: Disk M.N. — Manhole P.R.M. — Permanent Relemcs Monument R/W — Right Of Way CONC — Concrete P.C. — Point OF Cwwturs P.T. — Point Of Tangent P.R.C. _ POW Of Rewrne_CaMLIN. AC-C - Peln1.'Of Ce eund Curve Ch. - Cl,a,d P.P. Power Pore W.4c Water Meter .RAS. — Railroad RAO. — Roduo R —. Record D — Deed M — Measured C - Calculated D.R. — teed Book P.& — Plot Book O.R. — Official Record Book PG — Page PW — Pavement P.O.B. Point 0/ Bearhp P.O.C. Point Of Commencement CH.B. Chord BearinR.P. — Rodlue Painf CIF PT .C. Link Fence P.C.P = Permanent Control Point P.I. — Feint of krteresetion GENERA. NOTES 1. No instruments of record reflecting easements, rights —of —way, and /or ownership were fiwnbhea except . as shown. 2 No foundations or underground lmpmrembris located except as shown. 3. N elevations are shorn, ouch elewtMne ore based an N.GV.D. 1929 (MSL = 0.00). 4, tlgn .ip m y tg origbtal purchoR.ar of the surygy, It is not transferable to l boat lnetRutione or subsequent own". S. Surveyor has mode no InvesOgaticn or independent search for easements of record• encumbrue ceA restrk:thni covenont% ownership NW evidence, or any other facts that an accurate and currmt -title search may disclose. e. No water meters located excspt cs shown. 7. This Survey to prepared th for e exclusive use of those parties certified heroin and is mild for one ()year from Dote of Certification. This property lies within Flood Zone X as depicted on Flood Insurance Rate Map Community Panel # 125096 0008D Dated: 8 -19 -91 BENCHMARK. P40. 0, "AURAL G" MAP# 133 ELEV- 32,107' BASE FLOOD ELEVATION: N/A SECTION- 1O- TOWNSHIP -Z9-�_RANGE -L5E.- BASIS OF BEARINGS: THE SOUTH R/W LINE OF CARLTON ST., N.89'44'03'E (M) BOUNDARY SURVEY- LOT 11, BLOCK 3, C.E. JACKSON SUBDMS10N, . ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED. IN PLAT BOOK 2, PAGE 96, PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY. WAS FORMERLY A PART. a a e 4 CONC' WALK° q . ° e' ° ° n . O = TOPOGRAPHIC ELEVATIONS � - /7— 2CONC CURB. NOTE: � PLAT BoUNOARY ,A'� THE PINELLAS COUNTY PROPERTY APPRAISER'S MAP AND TAX I ^/ ry^/' ry� ASP PVMT RECORDS SHOW THAT THE NORTH 10 FEET OF LOTS 9 THRU 16 T.B.M. ur / ! CARL TON i re.M. / IS PART OF CARLTnN STREET. THIS IS NOT IN AGREEMENT WITH 1 IN e.o.c. ST. (FIELD): PK AWL THE EXISTING OCCUPATION, PRIOR STAKING AND LAST DEEDS OF a RECORD IN THIS AREA, IN ADDITION, A REQUEST WAS MADE TO I� ELEV =21.53' IN P. P. ry ELEV- 23.54' TELEPHONE h� y THE CITY OF CLEARWATER'S ENGINEERING DEPARTMENT ON I ry� ry ^2'CONC CURB ti ^� ry^•. ry^ 03117103, OF WHICH NO RECORD OF RIGHT -OF -WAY TAKING WAS PROV/t d. I 7 T -rte -0-- T� T- Th T_ r r-a -T.,a T -g� TELEPHONE LINES 4 CONC wALK° L %� �— e ` f00'(R) 50(R) 100(R) s.89'42'05'w. 100.04'(M) S.89'38'38'W. 50.05'(M) S.89'48'42 'W. 100.00'(M) ANCHOR ?y 0 FWD 1' IP FND I' IP FND I' IP SET 112' IR (NO 1) NW COR MD 1) NW COR• (ND 1) NE CDR LS 3035 121NON— INDIGENOUS I FND 1/2' IR LOT 16, BLOCK 3 LOT 14, BLOCK 3 LOT 14, BLOCK 3 MD 518' (Le 938) (NO FNO i/2' IR 0.90' S. ( ILLEGIBLE) . LINE TABLE D.Jr K 025' iv 1. N,89'44'0.3 "E 60.00'(M) OL � i 50'(RjF , Ql�IREE �3rtvnv .18 OAK. METAL E1rr ArrL SIGN 8 fOPALM P 5P ry �. ry� '1 ryry WE r� . 13.PALM 4 CLF 0.4' 0 16'OAK .� to TREE. ti LOT 12' VA NT LOT 10 BLOCK 3 7 BLOCK 3 rn OT 11 s cRUS BLOCK 3 T1zEE lr 0) NOOO 15 PALM LIGHT POLE � R 15 PALM ; �O a�ry Q ryry ryry � � �j- ryry Z O 2MK vi METAL SIGN 1 FND 1/2' IR 30 G4K (te 93B) I' IP SEr 112' IR 0 0 IS (.2415. 3035 y ryy. ryry ryry 0.21' S. 4 CLF OFF 0.2' 44'08-W. 50.09'(M) 50'(R) FND 5/8' /R u5 50 FND 1' IP NO 1) SW COR. (tip. jy) LOT 12, BLOCK J S; 89'44'08 X'UI�1"N�� 00'(M)a32' s 0. r3' w. OT 5 I ADJACENT CHURC 1 LOT 7 B 3 L 6 BLOCK 3 REVISED: BLOCK 3 RVI ., .: OFFICE LOCATION. 1305 SOUTH HIGHLAND AVE. CENT €RUNE . CLEARWATER, FLORIDA 33756 -3508 BOUNDARY LINE --I TARGET LAND SURVEYING; INC. NOT VALID WITHOUT THE . SIGNATURE AND -I P.O. BOX 663 THE ORIGINAL RAISED SEAL OF A FLORIDA BUILDING LINE LICENSED SURVEYOR AND MAPPER. PLAT LOT. LINE 3- _ DUNEDIN, FL 34697 -0663 PH: (72 7) 784 -0573 EASEME ^NT LINES Lbye e certify that this survey was made .under under m responsible PREPARED FOR AND CERTIFIED TO: y y Y Y P HOMELESS EMERGENCY PROJECT INC. PowER uNE- a_P_p_ and meets _the minimum Technics/ Standards as set forth �P�P� WDO� FENCE . w . w Florida Board of Professional Land Surveyors in Chapter CHAIN LINK FENCE 17, Florida. Administrative Code, . pursuant to Section 472.027, Sfatutes �,: WIRE FEN E— Field Surve 3 -15 -03 AT RLFLc O 70NE LI . e- FB# 442. p9 46 BUILDING TIE (DIMENSION)� — — — Philip C. Stock Job# 030305:0.1 RLS #3035;. L.B. #5570 3 -18 -03 Drawn By D. MARISCAL OPYRIGHT 0 2003, TARGET LAND SURVEYING fNC, DATE OF CERTIFICATION Surveyed By:. P, STOCK TREE PROTECTION NOTES: 1. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE ANY TREES THAT ARE TO REMAIN. 2. ALL TREE ROOTS GREATER THAN 1" IN DIAMETER EXISTING IN APPROVED AREAS, AND ORIGINATING FROM PROTECTED TREES, SHALL NOT BE CUT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 3. ROOTS OF 1" DIAMETER OR LARGER THAT NEED TO BE CUT SHALL BE CUT NEATLY. 4. STOCKPILED MATERIALS OR VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY TREE ROOT SYSTEM. 5. ALL TRESS THAT REMAIN IN PROXIMITY OF THE CONSTRUCTION AREA MUST BE PROTECTED BY TREE PROTECTION BARRICADES MEETING THE MINIMUM STANDARDS OF THE CITY OF CLEARWATER. BARRIERS SHALL BE MAINTAINED IN PLACE FOR TIJE DURATION OF THE CONSTRUCTION. 6. ALL TRIMMING UNDERTAKEN ON TREES PROTECTED BY THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING. BEFORE PERMIT :_ 1. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. THIS MUST BE DONE BEFORE CONSTRUCTION, GRADING, OR BEFORE ANY TREES ARE REMOVED. 2. TREES 4" DBH AND GREATER THAT ARE LOCATED WITHIN 10' OF THE SITE UNDER CONSTRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE. 3. TREE BARRICADES ARE TO BE CONSTRUCTED AS PER CITY OF CLEARWATER DETAIL. DEMOLITION NOTES 1. ALL CONSTRUCTION ON SITE WITHIN RIGHT -OF -WAY AND EASEMENT SHALL CONFORM TO THE METHODS, STANDARDS AND SPECIFICATIONS OF THE CITY OF CLEARWATER. 2. CONTRACTOR TO OBTAIN APPROPRIATE WORK PERMITS FOR WORK ON SITE IN RIGHT -OF -WAYS PRIOR TO BEGINNING CONSTRUCTION. 3. ALL DEMOLITION, BACKFILLING, ETC. SHALL CONFORM TO THE RECOMMENDATIONS AASHTO T -99. 4. CONTRACTOR TO OBTAIN WRITTEN PERMISSION FROM ADJACENT PROPERTY OWNER /OWNERS PRIOR TO REMOVAL OF STRUCTURES OR EQUIPMENT FROM PROPERTY OUTSIDE THE PROJECT SITE. 5. CONTRACTOR TO NOTIFY ALL UTILITIES FORTY -EIGHT (48) HOURS PRIOR TO DEMOLITION AND /OR EXCAVATION, INCLUDING THE LOCAL GAS COMPANY(S) IN ACCORDANCE WITH F.S. 553.851.- CALL "SUNSHINE STATE ONE CALL SYSTEM" 1- 800 - 432 -4770 SO THAT UNDERGROUND UTILITIES MAY BE FIELD LOCATED. 6. GENERAL DEMOLITION CONTRACTOR TO COORDINATE WITH OWNERS REPRESENTATIVE ON ALL EXISTING UTILITIS AND APPURTENANCES TO BE REMOVED, I.E. LAMP POSTS, SPRINKLER HEADS, TREES, SHRUBS, ETC. BEFORE WORK BEGINS. THESE ITEMS MAY BE REUSED IN THIS FACILITY. Post (Options: 2" x 4" 41 Min. Dia. Wood; Steel 1.33 Lbs /Ft. Min.) _A� M 0 u_d o C L 3 4 PALM TREE Arm OAK TREE �— CITRUS TREE t c� PEPPER TREE Q NON — INDIGENOUS (Canted 20' Toward Flow) Optional Post Position- „,,, Principle Host Nosition a Filter Fabric (In a► ~ 6 Max Conformance With I --Sec. 985 FDOT Spec.) J . Filter Fabric 9,111 I Silt Flow F ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). J 5 TYPE III SILT FE=NCE Type ill Silt Fence OCT- .�Ns - r_ ta • < � � ��� Rte„ ,,,��.�yA„„,,,.w•• do �L�., Type III Silt Fence Protection Around Ditch Bottom Inlets. Silt Flow z i. Note: Spacing for Type III Fence to be in accordance with Chart 1, Sheet 1 of 3 and ditch installations at drainage structures Sheet 2 of 3. Type III Silt Fence Do not deploy in a manner that silt fences v ill act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS N.T.S. ow I on — FM 0 xx 50 ra um =0mowo LEGEND CONCRETE /ASPHALT TO BE REMOVED TREE TO BE REMOVED TREE TO REMAIN SILT FENCE HARDWOODS DRIP LINE ,fl T'''^``y`' l 2/3 OF OPUP LINE EA SPECIFlGTiONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 ORIPLINE S. CONIFERS do SABAL PALMS - WE DRIPLINE 2. UPRIGHTS - NO LESS THAN 2' X 2' LUMBER. 3. HORIZONTALS - NO LESS THAN 1' X e LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND TREES BEFORE CONSTRUCTION. 5• UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 5. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741. }.,r. FINIS DRIP LINE ENTIRE DRIP LINE %I SII �'i► � UPRIGHT PROTECTIVE BARRIER DETAIL & SPECIFICATIONS N.T.S. F8 �` HOMELESS EMERGENCY PROJECT RESIDENTIAL SHELTER III 1003 CARLTON STREET A f (�r�J G ��r- "11r`< rl_ �- '--�, r u'11 iv fif 4 "' 'r''Vi? i -T- T ----- iT =�- T "` T T T T T ---� T --,- -- To� T V A,,%"CiY0 ? F r" 12 N -1 ENOUS ` '' ZONED MDR f 26 "OAK 14 "PEPPER TREE 1(_ OAK rr^ E TR AEPP I 7W1 , 18” OAK v �,,:. , 10 "PAL 13 "PAL , PAVED PARKING LOT 9 "CITRUS �� ZONED COMMERCIAL T)<i f; !_iG'A POLE— 15 "PALM 15 "PALM �'l lip too E TA, _. 30 "OJAK'� r ND 1 /P Wade -Trim .. �, rdationato on a fouxwm of aoelm IZONED COMMERCIAL DEMOLITION PLAN �£ PAVED PARKING A F1JU0 2004 l ii I PLANNING wy DC i Oar t �� , I I " e � t c� N 1� i! ids • �._,y ... � •• 4j e o- t- C -1 COQ ST^RUC IONFLANS ZZZ2212.05 NOTE: Device must be installed level. * APPROVED R.P. DEVICES Hersey -Beeco Model FRP II Watts Model 909 or 009 Conbraco 40200 APPROVED DOUBLE —CHECK VALVES Hersey -Beeco Model FDC Watts Model 709 or 007 Conbraco 40100 Water Meter Connection Ford Angle Flow Valve (Typ.) Top View Approved Backflow Prevention Device Ford Regulotor Adaptor 0 WATER METER WI`PH BACKFLOW PREVENTER DETAIL 1 -112' min. thickness or match existing. Patch Replace Base Resurface full width of West on longitudinal installations Replacement Base T +2' (8' min.) ` Undisturbed Exist Base Compacted Limerock or Shell _ sit 12• Trench 12' 8 Width T- Thickness of Varies original Base Undisturbed Trench Side Comppaacted Bacicfill ,ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION N If this point is 4' Min, within V of an Monolithic Slab existing joint, then replace to the joint. 3.000 psi Cone. Existing Concrete w 18' Trench 18' Min. Width Min. varies Undisturbed Trench Side Com cied a; T -8' until W exceeds - � 8'. then T-8' CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION TYPICAL TRENCH DE AIL 10 5/8' patch to be M I 13 1/2 NOTE: Cleanout plug to be U.S. Foundry 7621 or equal. CLEANOUT PLUG DETAIL N.T.S. s�- Re 0 NOFWD Rll om we he MW Concrete P.,. T Thick x 1' -6' Sq. 6' or 8'- 1/8 Bend ----- , Ig N.T.S. GRADE 18' MIN. VERTICAL CL. SAN. SEWER FORCE MAIN GRADE --� WATER MAIN 10' WATER MAIN rD P. OR P.V.C.) MIN. SPEC. COVER i 18' OR LESS VERTICAL CL. . . 8' MIN. < At m : E�j SANITARY SEWER CONC. ENCASEMENT OF V.C.P. NO1E. EWER GRAVITY MAIN IS NOT GRAVITY MAIN OR P.Y.C. SAN. SEWER IS REgD SC. ENCASEMENT OF SAN. WHEN iHIE VERTICAL CLEARANCE SEW VERTICAL CLEARANCE IS BE 8 �oiltwLESS �e SEWER MAINS S USED IN�PIA CE OF vc:P:. OR P.V.C. FOR A MIN. OF 10 EACH WAY FROM CL OF WATER MAIN. MIN. SPEC. COVER WATER MAIN �,__�(D.I.P. OR P.V.G) HORIZONTAL CLEARANCE WATER MAIN & SANITARY V.C.P.- VITRIFIED CLAY PIPE P.V.C.- POLYVINYL CHLORIDE D.I.P.- DUCTILE IRON PIPE BETWEEN WATER dt SEWER MAINS IS 18' OR LESS. OR P.V.C. SAN. GRAVITY MAIN WATER MAIN AND SANITARY CLEARANCES N.T.S. Plug (See Note) SLOPE (SEE PLAN) r -� ... _ . Sewer Main 8' TYPE I PORTLAND CEMENT CONCRETE WITH 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. REINF W/ 8X8 #10/10 W.W.F. 12' SUBGRADE - CLEAN FINE SAND WITH LESS THAN 1011 CLEANOUT DETAIL PASSING A #200 SIEVE, cOtrIPACiID TO AT LEAST 95X PROCTOR MAXIMUM DRY DENSITY. N.T.S. DRIVEWAY APII?%.ON DETAIL N.T.S. HOMELESS EMERGENCY PROJECT RESIDENTIAL SHELTER III 1003 CARLTON STREET . .�. •� .� LA A T r, / , /,dam- ...,� _ ; _..._ __._ _CONTRACTOR- TO .CONNECT- -. �3! )X C. U ; ' TO EXISTING SANITARY ', ^,�` P. a C. - __ -__ _ -_ -__ LATERAL. AT R/W CONFIRM � '' K ",'f'. ' r li1 EIY10E WITH MLTp LOCATION OF INVERT PRIOR i r 3/4 Wil) R S t.> v ISFtOW OR TO CONSTRUCTION ,� I f __ -, , - ,, � t � �- ; � r �,_ -• ,' � AND 1_ ✓ _ � -�- T' T ---T�a T - T - T : , f; .-- T —-- T� ' T I � Tom,,_ -. / �� .�Y. ,� ! .:i .� • / K .. f C7 •.�! •t E L. Il \` t J �3 , � .� � �..e \� f.;,J .; fr r i' ,�¢' . �,' . � I • A A�+` .. J. •� -7 1410' UW1 % METER Sc`T 1112 ' ln' 11_8• rs I F/V "I :�,%t3 ' IF . 0. ' s � 0. .3 7' 14( 56 LF OF 3/4 PVC -SCH 40 I k V> 215 I I Ia - - I TWl , 18» 2 I LO I 2.25 OAKS F 10 "PAL " OUT AND �' 1 "PAL tPWG A 5' FROM O MDR '' "' Wade -Trim m.wod*kn oom / 26 "OAK 4 CL f 30 "OAK SF_ T 1 / 2 /,/i� / l/ r I 16'+ THE i i i i i i i i on a foundation of acdance FF =22.70' RESIDENTIAL. SHELTER II WITH SINGLE GARAGE ? :D �> r_ 7 J 1 r., ZONED COMMERCIAL I 10' - I I I� i_ I R I I i PAVING GRADING DRAINAGE AND UTILITIES PLAN PAVED PARKING LOT ZONED COMMERCIAL PAVED PARKING LOT 'I\AFNrsv... N luf t 10 5 0' 5 10 20 C__3 SKU SCALE: 1' = 10' W CONST'RUCTIONPL NS GRADE 18' MIN. VERTICAL CL. SAN. SEWER FORCE MAIN GRADE --� WATER MAIN 10' WATER MAIN rD P. OR P.V.C.) MIN. SPEC. COVER i 18' OR LESS VERTICAL CL. . . 8' MIN. < At m : E�j SANITARY SEWER CONC. ENCASEMENT OF V.C.P. NO1E. EWER GRAVITY MAIN IS NOT GRAVITY MAIN OR P.Y.C. SAN. SEWER IS REgD SC. ENCASEMENT OF SAN. WHEN iHIE VERTICAL CLEARANCE SEW VERTICAL CLEARANCE IS BE 8 �oiltwLESS �e SEWER MAINS S USED IN�PIA CE OF vc:P:. OR P.V.C. FOR A MIN. OF 10 EACH WAY FROM CL OF WATER MAIN. MIN. SPEC. COVER WATER MAIN �,__�(D.I.P. OR P.V.G) HORIZONTAL CLEARANCE WATER MAIN & SANITARY V.C.P.- VITRIFIED CLAY PIPE P.V.C.- POLYVINYL CHLORIDE D.I.P.- DUCTILE IRON PIPE BETWEEN WATER dt SEWER MAINS IS 18' OR LESS. OR P.V.C. SAN. GRAVITY MAIN WATER MAIN AND SANITARY CLEARANCES N.T.S. Plug (See Note) SLOPE (SEE PLAN) r -� ... _ . Sewer Main 8' TYPE I PORTLAND CEMENT CONCRETE WITH 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. REINF W/ 8X8 #10/10 W.W.F. 12' SUBGRADE - CLEAN FINE SAND WITH LESS THAN 1011 CLEANOUT DETAIL PASSING A #200 SIEVE, cOtrIPACiID TO AT LEAST 95X PROCTOR MAXIMUM DRY DENSITY. N.T.S. DRIVEWAY APII?%.ON DETAIL N.T.S. HOMELESS EMERGENCY PROJECT RESIDENTIAL SHELTER III 1003 CARLTON STREET . .�. •� .� LA A T r, / , /,dam- ...,� _ ; _..._ __._ _CONTRACTOR- TO .CONNECT- -. �3! )X C. U ; ' TO EXISTING SANITARY ', ^,�` P. a C. - __ -__ _ -_ -__ LATERAL. AT R/W CONFIRM � '' K ",'f'. ' r li1 EIY10E WITH MLTp LOCATION OF INVERT PRIOR i r 3/4 Wil) R S t.> v ISFtOW OR TO CONSTRUCTION ,� I f __ -, , - ,, � t � �- ; � r �,_ -• ,' � AND 1_ ✓ _ � -�- T' T ---T�a T - T - T : , f; .-- T —-- T� ' T I � Tom,,_ -. / �� .�Y. ,� ! .:i .� • / K .. f C7 •.�! •t E L. Il \` t J �3 , � .� � �..e \� f.;,J .; fr r i' ,�¢' . �,' . � I • A A�+` .. J. •� -7 1410' UW1 % METER Sc`T 1112 ' ln' 11_8• rs I F/V "I :�,%t3 ' IF . 0. ' s � 0. .3 7' 14( 56 LF OF 3/4 PVC -SCH 40 I k V> 215 I I Ia - - I TWl , 18» 2 I LO I 2.25 OAKS F 10 "PAL " OUT AND �' 1 "PAL tPWG A 5' FROM O MDR '' "' Wade -Trim m.wod*kn oom / 26 "OAK 4 CL f 30 "OAK SF_ T 1 / 2 /,/i� / l/ r I 16'+ THE i i i i i i i i on a foundation of acdance FF =22.70' RESIDENTIAL. SHELTER II WITH SINGLE GARAGE ? :D �> r_ 7 J 1 r., ZONED COMMERCIAL I 10' - I I I� i_ I R I I i PAVING GRADING DRAINAGE AND UTILITIES PLAN PAVED PARKING LOT ZONED COMMERCIAL PAVED PARKING LOT 'I\AFNrsv... ►&W zzz2272.05 1� luf t ♦• r J 1"=10' C__3 SKU W CONST'RUCTIONPL NS ►&W zzz2272.05 1� /0 LANDSCAPE SCHEDULE �_ SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION NOTES QV 6 QUERCUS VIRGINIANA LIVE OAK 65 GAIrLON, 3' CALIPER 12' -14 4A X 6f SPR. PM 102 PODOCARPUS MACROPHYLLUS PODOCARPUS 3 9ALLON,12- X 38' 36 OC CM 1 LAGERSTROMEIA INDICA WHITE CRAPE �i 15 GALLON r 2" CALIPER NATCHEZ MYRTLE 8 OA X 4 SPR. IH 4 RAPHIOLEPIS INDICA INDIAN HAWTHORN 369 LLON.12' X 12' SOD MISCELLANEOUS ITEMS PREEMERGENT _ HERBICIDE MULCH BAHIA PROVIDE SOD FOR RESTORATION AS SHOWN �� • ar r ar ti.� GRANULAR FORM, APPLY TO ALL PLANT BEDS AND SINGULAR TREES PRIOR TO MULCHING PER MANUFACTURE'S INSTRUCTIONS MULCH 3' DEPTH FOR ALL PLANT BEDS AND SINGULAR TREES CONTRACTOR TO PROVIDE IRRIGATION PLAN & DRAWINGS FOR 10OX COVERAGE OF SITE. IRRIGATION SYSTEM TO BE FULLY AUTOMATIC WITH ROTOR do MIST HEADS FOR ALL TURF AREAS AND DRIP SYSTEM FOR ALL GROUND COVER, SHRUBS AND TREES. SUBMIT IRRIGATION PLAN do DRAWING TO CITY OF CLEARWATER. N 1. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE ANY TREES THAT ARE TO REMAIN. 2. ALL TREE ROOTS GREATER THAN 1" IN DIAMETER EXISTING IN APPROVED AREAS, AND ORIGINATING FROM PROTECTED TREES, SHALL NOT BE CUT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 3. ROOTS OF 1" DIAMETER OR LARGER THAT NEED TO BE CUT SHALL BE CUT NEATLY. 4. STOCKPILED MATERIALS OR VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY TREE ROOT SYSTEM. 5. ALL TRESS THAT REMAIN IN PROXIMITY OF THE CONSTRUCT'10N AREA MUST BE PROTECTED BY TREE PROTECTION BARRICADES MEETING THE MINIMUM STANDARDS OF THE CITY OF CLEARWATER. BARRIERS SHALL BE MAINTAINED IN PLACE FOR THE DURATION OF THE CONSTRUCTION. 6. ALL TRIMMING UNDERTAKEN ON TREES PROTECTED BY THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING. LEGEND. LEGBND OAK TREE 0' PROPERTY LINE PINE TREE '1 ":' �•' CITRUS TREE EXISTING CONCRETE UNIDENTIFIED TREE 1' = 10' b o, PROPOSED CONCRETE PROPOSED ASPHALT ® PROPOSED STAIRCASE LANDING 30x PROPOSED STAIRCASE PROPOSED TOP OF BANK PROPOSED CONCRETE WHEEL STOP SILT FENCE TREE BARRICADE Tux— LEGBND OAK TREE 0' PALM TREE PINE TREE 7 CITRUS TREE 0 UNIDENTIFIED TREE mm Ra ® Of VW FOR CORNSMO Mw Wa me DOM NOTE: IRRIGATION PLAN TO BE SUBMITTED BY IRRIGATION SPECIALIST r -, o 11R filY 7 %P �� _. LOT '14, 3 L�_��.�1'� J rl`1C ; 0.32' S, 0. 13, W. 12 FT. BUFFER (10 FT. BUFFET 1 TREE PER 3; iC>''� %- ��'flR +� 53 0 DRIPLINE OMELESS EMERGENCY PROJECT RESIDENTIAL SHELTER III 1003 CARLTON STREET ■/ ^'■ Xtclia Wade -Trim k ■hoe■ rrr...oae6 rn on a Nn ksm of a tek" LANDSCAPE PLAN PM -13 QV -1 10 5 0' 5 10 7 SCALE: 1' = 10' b o, 30x ■/ ^'■ Xtclia Wade -Trim k ■hoe■ rrr...oae6 rn on a Nn ksm of a tek" LANDSCAPE PLAN PM -13 QV -1 10 5 0' 5 10 20 SCALE: 1' = 10' N P.1 E 11 r 0P4AF id f P.', .: �. ...'..' �a_..._� ARWAiEP A ♦ �F A