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HomeMy WebLinkAbout1200 Rinehart Rd 04-1365 New constrctionPERM.I'I' ADDRESS CONTRACTOR ADDRESS I' PHONE NUMBER PROPER"I'Y OWNER 0 moot. ADDIkESS PHONE NUMBER !jQ I " "41 ELECTRICAL, CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE f I d y SITE DATA j PROPERTY ADDRESS: 1200 RINEHART ROAD 11" OAux5 + PROPOSED USE: SEMINOLE POWER SPORTS (SALES & SERVICE DEALERSHIP FOR NEW 3 h +Lij NOTE: TE : WETLANDS FLAGGED & USED MOTORCYCLES, ATV'S, PERSONAL WATER CRAFTS, BOATS Z I AND/OR AUTOMOBILES) 18 0'A I,, O 1t WETLAND FLAG B Y OTHERSERS1`:, (.'!3*.,•,.t' N 11 # 19 a) FUTURE LOCATION OF PRE -FABRICATED FUEL STORAGE UNIT (NOT INCLUDED IN THIS TOTAL SITE AREA: 3.47 ACRES 4 " r'-' ti SITE DEVELOPMENT PERMIT). PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, TOTAL ALLOWABLE IMPERVIOUS AREA: 80% z EXISTING LANDUSE: VACANTr,ar ` I L OWNER SHALL APPLY FOR SEPARATE PERMIT FOR THE FUTURE TANK. ALL FUTURE OPEN SPACE REQUIRED: 20% (0.69 ACRES 5 ,. FORTHriy _j ; j } Q << SUBMITTALS SHALL COMPLY WITH ALL OF THE REQUIREMENTS PREVIOUSLY SET OPEN SPACE PROVIDED: 37.5% (1.30 ACRES) I ' - = ' [ EXISTING ZONING- A-1 BY THE SANFORD UTILITIES DEPARTMENT IN THEIR GRANT OF VARIANCE FROM D' ( p r + ... . i-^ ".. lsy v'!vjr d r, K - n ;, ii 6 ) A I. . %= : ~ SCHEDULE M, SECTION 6.0 WELLFIELD PROTECTION. EXISTING ZONING: PD fr A" \ W i '> (SEMINOLE COUNTY) b) LEVEL 14'x7' CONCRETE CONTAINMENT CELL TO BE INCLUDED IN THIS PERMIT AND MAX BUILDING HEIGHT: 50 (TWO STORY) WETLAND FLAG O j #18 CONSTRUCTED AT THIS TIME. CELL SHALL HAVE 1' HIGH CURB AROUND PERIMETER. PROPOSED BUILDING HEIGHT: 36'-0" Z T r ! !' PAD SHALL BE 6" THICK FIBERMESH CONCRETE WITH MIN. COMPRESSIVE STRENGTH MAX. ALLOWABLE GROSS FLOOR AREA: 50,000 S.F. it 4,000 psi AT 28 DAYS. PROPOSED OFFICE FLOOR AREA (SERVICE/SALES/FINANCE): 2,935 S.F. _ 0 E A K E (BY PLAT) T) PROPOSED SALES/SHOWROOM FLOOR AREA: 21,680 S.F. i,+10 SAI;, p wt WETLANp FLAG PROPOSED REPAIR/SERVICE FLOOR AREA: 14,959 S.F. (6,730 S.F. LOCATED IN MEZZANINE I ! TOTAL PROPOSED GROSS FLOOR AREA: 39,574 S.F. Q „30- --6 00W55.00 1J100Y . II r AK ) PROPOSED BUILDING FOOTPRINT AREA: 33,500 S.F. (240' x 140') Ej R SEM N OLE COUNTY L E N DEX MAX. ALLOWABLE FLOOR AREA RATIO (F.A.R.): 0.35O jn WETLAND FLAG SCALE AS SHOWN I ` ` PROPOSED FLOOR AREA RATIO (F.A.R.): 0.22a I I r M NW CORNER LOT 10 rn Ii t t + C K FOUND ROUND CONC. MON. (NO #) CK 1R c y a F WETLAND— FDUMPSTERENCLOSU9EWETLg4pFLAGEADFLAG BUILDING SETBACKS REQUIRED REQUIRED LANDSCAPE BUFFERS5 SEE DETAIL, SHEET C) #4 FRONT (RINEHART RD 5 FTFRONTYARDSETBACK (RINEHART RD.) 50 FT T 2 o `. 44 4 ; i D IR j SIDE YARD SETBACK (E. PROPERTY LINE) 10 FT. EAST PROPERTY LINE 5 FT. 1 r I SIDE YARD SETBACK (W. PROPERTY LINE) 10 FT. WEST PROPERTY LINE 5 FT. I 5 24 E 393•g2 11A` r ` 50 FT. REAR PROPERTY LINE 5 FT. 5 LANDSCAPE BU FERy $: REAR YARD SETBACK o DOUBLE GATES IN I - _ { WETLAND FLAG EXISTING DRAINAGE EASEMENTCCHAINLINKFENCEI _ IFORACCESSTOPONDI - 2. 23.71 # 3 ( REGULAR SHAPED) '\ I - 1 (0 R B 2299, PG 0676) PARKING CALCULATIONS AUTOMOTIVE LAND USE CLASSIFICATION) r _ I _ --- REQUIRED PARKING: THE GREATER OF THE FOLLOWING... T I + ---- P '- - a ONE 1 PARKING SPACE PER PERSON REGULARLY EMPLOYED, I 20 BUILDING - ` -- I 'o • 125.7T ) SETBACK SpacesTL•pp-F SET IRON CAP #3382 o ` I I \ \ # 12 FOUND 1/2" IRON ROD 40 Employ x 1.5 Space _ = 60 Parking Spa J RETENTION POND 1 (NO #) 0.73' EAST Employee I r f y = ": - J I I I 6' HIGH SECURITY FENCE % HIGH VINYL COA ;'(.' ` . 11<)''•} _- b) A MINIMUM OF EITHER TWO (2) PARKING SPACES PLUS ONE (1) ADDITIONAL SPACE FOR EACH ADDITIONAL 1,000 S.F. I TED + • 'q' CHAIN LINK FENCE 6 (REFER TO ARCHITECTURAL) OF BUILDING AREA OVER THE FIRST 4,000 S.F. BUILDING AREA. CURB & GUTTER I I F ( 2 Spaces + (50,000 S.F. - 4,000 S.F.) x 1.0 Space = 48 Parking Spaces TLAND U j I I I p LAG I 1,000 S.F. I (TYPICAL) / CAST -IN-PLACE #11 cI ' • `` ' I.___.I PROPOSED 5' j RETAINING WALL WITH ` ;; , O THEREFORE, 60 PARKING SPACES ARE REQUIRED. CONC. SIDEWALK i 6' HIGH CHAIN LINK FENCE-- ---- 3' Q SEE DETAIL, SHEET C9) 0) PROVIDED PARKING: o f j _- --__ WETLAND y .__.. 1 24" STOP SIGN (R1-1) n D F Irn PARKING PACES 10x'20' WITH 18" STOP BAR I - N 68 S N 8924`09" E I R10' 62'51 I I I #1 Q N + 4 HANDICAP PARKING SPACES r . fig v 72 TOTAL PARKING SPACES I i I 1:.. _ 193.52 vm ; I lr ,I R15 10' Q D WATERiN>r I ,I' ; Q; r . RECLAIMED o r x1 P ° t',: Y II (•_. n ' / AoI I / ¢ •n ED EXTEND SAMA N5I10' r I O THE PROPOSED SITE WILL BE IRRIGATED WITH RECLAIM I L_ f ` 8 0 I TOWN CENTER ROADRIGHTRESPONSIBILITY OFWAY TO THE PROJECTYIQONI FROM IT ATH TLL HEI .... I \O I 127.55' WETLAND FLA , SITE. I" I iii Q) ( , rr E t. I _ z w i - .. - 25 WETLAND BUFFERp - o SOLID WASTE mZ O SOLID WASTE WILL BE COLLECTED BY PRIVATE COMPANY y J Ia MECHANICAL I I\ o a m EQUIPMENT PAD N U O Io , -" . ,a ' ' oo' I ' i;:. _ SOIL TYPES CO Q Io o - ZqO, a? 4tiy TLAND FLAG EXIST WETLAND LINE BASED ON SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA, SOIL c a; , ~ ° . n N: I S' # 8 TYPES ARE TAVARES-MILLHOPPER AND ASTATULA-APOPKA SOILS a ^ . I X • .. BOLLARDS ,( , 0 PROTECT STAIRWELL WITH k ,>, All MECHANICAL 4" - 5' O.C. yi ,j h tir •` EQUIPMENT PAD (TYPICAL) I I WELL FIELD PROTECTION ZONE a ! `* j Z LL N I I PLAN. MAJORITY OF THE SITE IS LOCATED WITHIN WELL FIELD #3. SEE i Z , I_, EXISTING LANDUSE: VACANT U N Q - O I IN o G S \ ETLAND7 L G WETLANDSHARDSCAPEDESIGNoiA o I BY ARCHITECT (TYPICAL) EXISTING ZONING: A-1 0 LL _ C,J I , HANDICAP I SIGN (TYP.) \ (SEMINOLE COUNTY) A PORTION OF AN ISGLATED WETLAND AREA IS LOCATED ON THE N ' z z 1 SITE. ALL PROJECT AC'IVITIES WILL MAINTAIN A MINIMUM 25' BUFFER FROM THE EXISTING WETLAND E. NO WETLAND IMPACT) N HANDICAP SPACE AS ( I• T f. 12 ` MAINTENANCE OF TRAFFIC U) REQUIRED BY FLOIRDA T B TY CODE ) X __ C a..'. ,. ° V I ACCESSI IL ( \ WETLAND INDEX N S 611 AND TYP. T a I W w U hl N ( N® \ N# 6FL G CONTRACTOR TO UTILIZE FDOT STANDARD I o. a R rn ^ 613 TO PERFORM WORK IN RIGHT OF WAY 3 CP I '-. CANOPY EXTENDS OVER 3 f O iv VEHICULAR USE AREA \ \ ETUA FLAG STOP - ' _ •: I STRIPING AND PAVEMENT MARKING 5I ® , „ ALL HANDICAP STRIPING, STOP BARS, AND FIRELINE STRIPINGCrIl y" r WETLAND % SHALL BE THERMOPLASTIC, AND ALL PAVEMENT MARKINGS SHALL 3 24" STOP SIGN (R1-1) _ c ` r -,i,, 1f 4" B LLARDS LAG TO P OTECT COMPLY WITH FDOT STANDARD INDEX No. 17346. o WITH 18" STOP BAR I o ' _ •• %' WHEECONCLSTOP TYP. `'l. • ETE' •1• \ SIGNAGETYPICALAT z SWINGING WINDOW ALLOWS ( ) •p Sag• \ FIRE QUIPMENT c INTERNAL LOCATIONS f I / ACCESS TO SHOWROOM FLOOR " ' ' r2 10 R50' / SEPARATE PERMIT WILL BE OBTAINED FOR ALL PROJECT SIGNAGE. Jam' , : .. / SETWETLANDFGA 4 F{L A F. : Oq I - # 2 PROPOSED SIGNAGE SHALL COMPLY WITH THE REQUIREMENTS 3 .,,• 3 a.: EX IST 12' PERPETUAL / REGULATIONS), AS WELL AS e RIGHT WAY EASEMENT OF 1 q 0 55 6 QPOSED 10' WETLAND FEgG SCHEDULE SCHEDULE CORRIDOR DEVELOPMENT DISTRICTS), o r - -- - r. Cr. A. G, 10 CITYJ,EA F• NT THE CITY OF SANFORD LAND DEVELOPMENT REGULATIONS. aNTfl Ir O = l . H Yb a- 3 Fti Z \ ,; r INI=' 100—YEAR FLOOD PLAIN o r o_ o / NES "X" AND SIDE THE PROPERTY SHOWN HEREON LIES IN FLOOD Z CL _ N I M O D O / o? STP -L a? STOP I 9 • 4.• , • . 10 ` L ' r' " A ZONE "X" IS DEFINED AS AREAS DETERMINED TO BE OUT 24" S t I' . "' ' /' THE 500 YEAR FLOOD PLAIN, ZONE "A" IS DEFINED AS BEING r - op0. T0 SIG (R1 1) HAZARD AREAS INUNDATED BY 100 YEAR FLOOD, 1, !' 24"kSTOP SIGN (R1;-1) R5 +: ' „ 6' PED STRIAN 3 80 1 ITH 1 S P B R SPECIAL OD a ( II i! I OS LK / PANEL NUMBER 120289 UNITYG' O NOEBASE FFLOOD ELEVATION DETERMINED PER FIRM COMM WITH 18" STOP BARS Z TYP. ,.• Q CR SWA 355 .} o O\ y, G q O \ v Nr 0040 DATED APRIL 1 1995 ON CA 3,3wo N \\ 1 I f I 5 DO ET IR & P #338?/ '~ v P• 1 t'i 10 - ,r.r' U TG\ TER\. URB k00 i N _ G n SI CONT INED IN PNOSCP r- Pj\0 VJPII4BOLLAR ' IsnNc 1z' PER ETUAL 25 _ a SPEC\FSC GH1 OF Y R20' RI HT OF AY EA MENT I ° ,. 6.9 3, ORCOVNS RCAL SNEERS THE SSM ?o F !t f,; 1,;, E _, ...... r t 10 !_' ; ; p. Qr1 REMENZSI\-CUR 9.5 _ W N N R\ 0• I 6 1r ia.:. '.k 3 NEW 5 CONCRETE 3 i SIDEWALK 0 0 J r • i `, SET IRON &CAP 332 - ` 1_. f 6P Ht r}F 4+00 F 1 W 4.\ ` CENTERLINE OF DRIVEWAY INTERSECTS a EXISTING 15 CITY / 7'S3 ~ 11 --_- '" ' PROPOSED 15' CITY f O CENTERLINE OF RINEHART ROADWAY AT / SERVICES EASEMENTSERVICESEASEMENT / - cSTA. 2+51.94 OUTSIDE RIGHT OF EXISTING 12' PERPETUAL WAY RESC97•VATION RIGHT OF WAY EASEMEN PROPOSED 1 Nµy '” - _... CITY EASEMENT_.,... oPPROVERHYDRANT 5k • GENERAL LOCATION OF - oTs• MONUMENT SIGN w " 75 SF COPY AREA PER ~ " o0 APPROVED PD MASTER PLAN) 00 6k T EXISTING LANDU ANT o l EXISTING ZONING: A- 1 I rI - ISSUED FOR CONSTRUCTION (SEMINOLE COUNTY) 8, 00 .- L H rzof 000 0\ W N O O Q O N N I OC0 I- z L' Z Lu G cc G 0 0 U C, 0 0 W o X000 Ir U U cn o w O n 00 00 Lu 00 Li_ z LL z J o afQ O Cf) c¢n Q LLJ a. af ui of w Cl- w L N rl O z C.V o co U N Cly Z i Ca O O U z in x - in N Q a o .- cD 00 Qo00 o Ca z 1- 00 z O LLJ cn a r _ om o w > J m w oa 9: 2 U O wA m •, LLJ 4 Q z o I- Q Lu z J uu F Q LL' LJ w o o 3 Cr 0 } r Z m m n 0 m Q Q LV J 2 3 Y V) q w LLJ M DATE 09/15/ 03 PROJECT NO. 049212001 HFET NUMBER U C O I 0 3 c 0 E Y ? i c 0 0 co f L I I f 0 r 3 a EXISTING FABRIFORM SPLASH PAD AND 5.5' WEIR WEIR ELEV = 59.08' PER AS -BUILT INFORMATION) NOTE: WETLANDS FLAGGED LAG BY OTHERS WETLAND FLAG 1s TOP OF WALL ELEV = 62.17' p PER AS -BUILT INFORMATION) Np ELEV = 60.62' r 17Ri E o t O O BOTTOM OF SKIMMER ELEV = 57.66 o r I i i - INFORMATION) N r t; T w VC.: L 1l 0 i O a0L n; a O 1 o w O r N7 f rr , EXISTING FABRIFORM SPLASH PAD AND 5.5' WEIR WEIR ELEV = 59.08' PER AS -BUILT INFORMATION) NOTE: WETLANDS FLAGGED LAG BY OTHERS WETLAND FLAG 1s TOP OF WALL ELEV = 62.17' cn PER AS -BUILT INFORMATION) Np tv ELEV = 60.62' Q 17Ri TOP OF WEIR ELEV = 59.09' o PER AS -BUILT INFORMATION) O O BOTTOM OF SKIMMER ELEV = 57.66 PER AS -BUILT INFORMATION) T w 1l O L O U O 1— cl Q) E r U 6 O w C 0 0 0 E O- 65 .._..._ . _. O N Q L D, U U Q U c t/ cn 3 O y,. U1 cwn o oC E f- o W o I cY c O O N a> s N p W O La ca - Q O O Q' 0 0 zz C E U0 3 cn cn Q L EXISTING FABRIFORM SPLASH PAD AND 5.5' WEIR WEIR ELEV = 59.08' PER AS -BUILT INFORMATION) NOTE: WETLANDS FLAGGED LAG BY OTHERS WETLAND FLAG 1s TOP OF WALL ELEV = 62.17' cn PER AS -BUILT INFORMATION) I I TOP OF SKIMMER ELEV = 60.62' f— 0i O ( PER AS -BUILT INFORMATION) TOP OF WEIR ELEV = 59.09' i O0 _ = PER AS -BUILT INFORMATION) O O BOTTOM OF SKIMMER ELEV = 57.66 PER AS -BUILT INFORMATION) WETLAND FLAG PINE LADE (BY PLAT) LND 100 YEAR FLOOD ELEV.— 55.00 PER SEMINOLE COUNTY LAKE INDEX) W FLAG TOP VIEW FRONT VIEW EXISTING AS—BUILT INFORMATION FOR WEIR FOR INFORMATION PURPOSES ONLY N,T.S. 14D FLAG Y DS OF FILL IN FLOOD ZONE (BELOW ELEV. 55.00) IPENSATED FOR IN GRADING AT SOUTHEAST CORNER OF SITE. 9 6h• WETLAND FLAG EXISTING DRAINAGE EASEMENT 13 O.R.B. 2299, PG. 0676) IRREGULAR-SHAPED) DARK VINYL COATED 6' HIGH CHAIN LINK FENCE TOP OF WALL ELEV. 62.00' PROPOSED RETAINING WALL DARK VINYL COATED 6' HIGH CHAIN LINK FENCE 20' FABRIF RIP-Rq TOP OF WALL ELEV. 62.17' . PER AS -BUILT INFORMATION) EXISTING WEIR ELEV = 59.09' PER AS -BUILT INFORMATION) TIE INTO NATURAL GROUND APPROX. 10:1 EXISTING 25''WETLAND BUFFER RETAINING WALL EXIST. WETLAND LINE PROPOSED CUT PROVIDES COMPENSATING STORAGE Z 1.4 CUBIC YARDS) IN FLOOD ZONE FOR IMPACT AT NORTHEAST CbRNER OF SITE DOUBLE ROW OF .; SILT FENCE ALONG WETLAND BUFFER LINE, WHERE GRADING IS PROPOSED f D-2 r TYPE "C" INLET PER FDOT INDEX #232 GRATE = 61.76 INV = 57.57 WETLAND LAG #1_ D-5 24"x36", MITERED END SECTION WETAND Fl q # - PER FDO T I NDEX #273 DHW ELEV. = 59.08' TOP OF BERM 25 YR 9 HR ELEV. 60.00 6 ) ELEV. 58.00 PAV ELEV. 55.73' SEED AND MULCH POND BOTTOM ELEV. = 55.00 0.57 IMF— ti A " SCP 55 15a • • 6 .6 F GE _ r .. ,•..' :.. e 1. _ A 0 L , 60 _ tR N \-Ejc S'N y •. ,, • 63.3 gg X• 1.6°x' ,,.,.._ 63.28 ): 51 62.70/ 60. 1+ +-.w.."-• 6 „ s. 4 41 , 1 - .. .,.- ... 59.5 2.95rZ62.69 1 s E'`. Li Q 63— 62:... _ S t p `Z 6 5j I , l.- r'' 71. • ,.. r.. , • ERCP 1 , i .,, rte' ;" . • , r" •k` 6 Z cn 3.9 60. .05 GRADING OF ASPHALT DRIVEWAY hg ayQ 3 F '`-`:r1 4 '..,. •., sF 3S p, EMEN SHALL ACCOMMODATE, FUTUREr..-,, '' . j SANG P SIDEWALK,'CROSSING WHICH COMPLIES X jj - (y,-' MpTCi` WITH ADA ACCESSIBILITY REQUIREMENT" i" r. SF ffix _ _ , 63.50 - - r UW PWCOT SIDEWALK FLUSH 2A,00 ....(2% MAX CROSS SLOPE) N11• ' 't>' err 64. ---_ 6 `. -'•" ."'""± ,"-., r' S WITH ASPHALT _. 6150 r ' 63,50 .. "", . I_ I i EXISTING6250 1. "' CONNECT r. a 3 f It#G :, C, }c= 6? 14 INV 6 ERCP r • , a. W _ 1 F,6 / 1 6f, r• f., -77,f`,,------63 ...., t.f' ._ , t 1r 9 ;' r i< SF y5" S . ! ' rigY M ; i r } f 6 67 Fa'' 3t f Z) 65 - ri 4 w o' f 7 r Nei w -..., k 680 ll µw.". SITE BENCHMARK ' $•,. 20d NAIL IN POLE 6k00 r. 4" ELEV=70.34 4aC' i ter M rx O SHGWT ELEV. 52.00' 0 30 60 SCALE AS SHOWN PARKING LOT SOLID SOD ALL SIDE SLOPES WITH ST. AUGUSTINE SOD TYPICAL POND CROSS SECTION N.T.S. TOP OF BERM - ELEV. 60.00 ELEV. 58.00 POND BOTTOM ELEV. 55.00' EXISTING POND CROSS SECTION (A—A) AT WEIR N.T.S. BOTTOM OF POND SECTION VIEW 12" TURN DOWN 6" ENERGY DISSIPATORS SLOPE TO MATCH PROPOSED GRADE 6" VERTICAL CURB TYP. BOTH SIDES)--\ r 4" THICK CONC. WITH 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PLAN VIEW 6" (TYP. BOTH SIDES) VERTICAL CURB PARKING LOT 4" THICK CONC, WITH 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 6" (TYP. BOTH SIDES) PROPOSED GF CONC. FLUME (MONOLITHIC -j POUR) SECTION A• -A CONCRETE FLUME DETAIL N:T.S. w _ . x , : .t + , • ,.- moi - 1 ,...,.,....,.. .,,•.• """..... ,,•,.". ....,,. '\.., 7 ISSUED FOR CONSTRUCTION IiIiI I Im N O Q O N N C 0 00 U Cn Z J CU L1 4.._. i •C0 o C-3 a o U) 0cn 0 Q a o oZ `nQ, j/ co r O I c ca z wizO F - o N j:, a2Om I 7,t L. w 0 w > 2m Y w N 9 O O o Q LlO0 U O cDfl rl) m !- W : `O j z - z z 0 00 aLnozQ w ow o c O a ' z m m V) o m a w Ld U Q V) Q w In 0 0 U DATE 09/15/03 PROJECT NO. 049212001 aC O LL fy O Li Z Q Ln Li 0 C SF -IFFY NI.JMBER C6 cnf— n Z w O O U 1— U w00mi E O n D, U U cn O U1 cwn o f- o W o cY p W O O zz o cn cn Q C 0 00 U Cn Z J CU L1 4.._. i •C0 o C-3 a o U) 0cn 0 Q a o oZ `nQ, j/ co r O I c ca z wizO F - o N j:, a2Om I 7,t L. w 0 w > 2m Y w N 9 O O o Q LlO0 U O cDfl rl) m !- W : `O j z - z z 0 00 aLnozQ w ow o c O a ' z m m V) o m a w Ld U Q V) Q w In 0 0 U DATE 09/15/03 PROJECT NO. 049212001 aC O LL fy O Li Z Q Ln Li 0 C SF -IFFY NI.JMBER C6 UC toN U0 N e0 c 0 I Ta Y 0 0 0 3 0 s U Tri 0 01n Q CU C O E Y T CO 0 a Oi7U vIfC) CO 0 0 C Ot CN U0 N C c 0 a, 0 CO v O a E vc0 0 0In v a N Oav a to LU L 0 c a) U ti C0 0n 0. w U CL tnv L 0 T C0 vv ca c aiU Q) n 0 c a E On cn N17 s n cODIn CL 1n NNO e V) nDUC0U v OD L L 3 0 E U0 N cf__ 2 WATERSTOP-MANUFACTURED BY GREENSTREAK. STYLE NUMBER 705 OR APPROVED EQUAL. 1/2" BITUMASTIC EXPANSION MATERIAL ONLY WHERE NO WATER) WALL CONTROL JOINT DETAIL N.T.S. T.O.W. VARIES SEE SHEET C6, 06 O 6" VERTICALLY EACH SIDE OF THE WALL GROUND ELEV. \\ yVARIESSEESHEETC6 PAVING, GRADING AND— DRAINAGE PLAN #6 O 12" O.C. It EACH SIDE OF THE WALL MIRAFI #700 FILTER FABRIC (OR APPROVED EQUAL) 57 STONE_,1'-6" PERFORATE -. D PIPEgCONTIN0005) ;S DARK VINYL - COATED 6' HIGH CHAIN LINK 3" T_ 3" COVER EACH SIDE 2" PVC O 10' O.C. ELEV. VARIES 2"z4" KEYED CONSTRUCTION JOINT \ - . V 1' MIN 4'-6" ,• 2, 0 O 8" O.C. 3" (COVER TOP) -. 16" ( TOP AND BOTTOM) 8-#6 EQUALLY T SPACED (TOP AND----,- s - rACI '- 3. COVER BOTTOM STD. HOOKS s----- T-6" — TYPICAL WALL SECTION ,NOT IN POND AREA. NT. RETAINING WALL NOTES: 1. ALL CONCRETE SHALL BE f'c=4000 psi AND ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 2. ALLOWABLE SOIL BEARING PRESSURE=2500 psf SOIL UNIT WEIGHT=110 pcf FRICTION ANGLE=30 DEGREES 3. ALL BEND DIMENSIONS FOR REINFORCING STEEL SHALL BE OUT -TO -OUT OF BARS. ALL PLACEMENT DIMENSIONS FOR REINFORCING .STEEL SHALL BE CENTER TO CENTER OF BARS UNLESS OTHERWISE NOTED. 4. CHAMFER ALL EXPOSED CORNERS 3/4" UNLESS OTHERWISE NOTED. 5. RETAINING WALLS SHALL HAVE CONTROL. JOINTS SPACED AT NO MORE THAN 15'-0" APART. 6. EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 45'-0". EXPANSION JOINTS SHALL NOT BE INSTALLED IN THE WALL FOR THE POND AREA, 7. FOOTINGS MAY BE CONTINOUS WITHOUT JOINTS. 8. ALL EXPOSED CONCRETE SHALL BE PAINTED TO MATCH BUILDING ELEV. VARIES TOP OF FOOTIN( 4-#6 EQUALLY SPACED < TOP OF FOOTING--\ ELEV. VARIES—,'- VARIES U6 0 12" O.C. 1.) TYPICAL 3" CLEAR COVER (MIN.) 2.) SEE PLAN FOR LOCATION FOOTING STEP DETAIL N.T.S. T.O.W. VARIES SEE SHEET Cl 2"z4" KEYED CONSTRUCTION JOINT 3" (COVER TOP) 16" R--#6 EQUALLY SPACED (TOP AND BOTTOM) DARK V1NYL- COATED 6' HIGH CHAIN LINK FENCE 3" J COVER BOTTOM ACI STD. HOOKS 7' -6 - TYPICAL WALL SECTION IN LOCATION OF POND N T . RETAINING WALL FOUNDATION SUBSURFACE PREPARATION FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM. FILL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS; AND SHALL MEET THE FOLLOWING REQUIREMENTS. SURFACE PREPARATION SHALL CONSIST OF STRIPPING AWAY ALL TOPSOILS, AND TREE ROOTS (AVERAGE DEPTH 12 INCHES). LOCATIONS WHERE CLAYEY SAND AND SANDY CLAY SOILS ARE EXPOSED AT FINISHED CUT GRADE OR WITHIN 5 FEET OF FOUNDATION SUBGRADE ELEVATION SHOULD BE UNDERCUT TO A DEPTH OF 5 FEET BELOW THE BOTTOM OF THE FOUNDATION. MOST OF THE RETAINING WALL WILL NEED TO BE UNDERCUT IN THIS MANNER. UNDERCUT AREAS SHOULD BE BACKFILLED TO LEVEL GRADE WITH COMPACTED STRUCTURAL FILL SUCH AS ON-SITE SANDS WITH LESS THAN 5 PERCENT FINES CONTENT PASSING THE No. 200 SIEVE). THE BACKFILL SAND LAYER SHOULD INTERFACE WITH THE NATIVE SURFICIAL SAND LAYER TO CREATE A CONTINUOUS "DRAINAGE LAYER" BELOW THE FOUNDATION AREA. SURFACE COMPACTION SHOULD BE PERFORMED USING A MODERATE TO HEAVY WEIGHT VIBRATORY ROLLER. STRUCTURAL FILL MAY THEN BE PLACED AND COMPACTED IN 12" IN LIFTS. FOUNDATION BEARING LEVEL SOILS SHOULD BE COMPACTED TO A DENSITY OF AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY TO A DEPTH OF AT LEAST 2 FEET BELOW THE FOUNDATIONS BEARING LEVEL. SHOULD WETTER CLIMATIC CONDITIONS OCCUR PRIOR TO CONSTRUCTION, PERCHED GROUNDWATER CONDITIONS WILL OCCUR AND EXPOSED CLAYED SOILS WILL BE SUSCEPTIBLE TO DEGRADATION WITH INCREASED MOISTURE CONTENT. CONSTRUCTION GROUNDWATER CONTROL MAY BE REQUIRED TO MINIMIZE THESE AFFECTS. REASONABLE SURFACE GRADIENTS AND SHALLOW DITCHING SHOULD BE ANTICIPATED TO KEEP SURFACE WATERS FROM PONDING ON EXPOSED EARTHWORK/ CONSTRUCTION SURFACES. SHALLOW GROUNDWATER CONTROL CAN TYPICALLY BE MAINTAINED BY PUMPING FROM SUMPS IN PERIMETER DITCHES OR PITS. TYPICAL CLEAN OUT COVER IN ALL PAVED/CONCRETE AND LANDSCAPE AREAS. NEENAH FOUNDRY CO. - COLUMBUS, OH, PHONE: 614-876-9837. NEENAH - R-1976 CLEAN OUT COVERS FOR ALL SANITARY ANn CTnOkA r1l CANT r" ITC' CLEAN-OUT DETAIL N.T.S. HALT, CONCRETE, LANDSCAPE OR SOD AREAS SITE GRADING PLAN SHEET. AN OUT PLUG, 3" BELOW BOTTOM OF MANHOLE LID. OUT LOCATIONS DN GRADING AND UTILITY PLANS. FACE OF BUILDING DOWNSPOUT SECTION OF CAST IRON SOIL PIPE WITH HUB JOINT— FINISHED GRADE Lu Lu 6 O 6" VERTICALLY 00 EACH SIDE—\ OF THE WALL GROUND ELEV. VARIES SEE SHEET C6, TRANSITION TO PVC PAVING, GRADING AND BELOW GRADE — DRAINAGE PLAN 6 O 12" O.C. lm Do Z HORIZONTALLY l:D EACH SIDETHEWALL 2"z4" KEYED CONSTRUCTION JOINT 3" (COVER TOP) 16" R--#6 EQUALLY SPACED (TOP AND BOTTOM) DARK V1NYL- COATED 6' HIGH CHAIN LINK FENCE 3" J COVER BOTTOM ACI STD. HOOKS 7' -6 - TYPICAL WALL SECTION IN LOCATION OF POND N T . RETAINING WALL FOUNDATION SUBSURFACE PREPARATION FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM. FILL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS; AND SHALL MEET THE FOLLOWING REQUIREMENTS. SURFACE PREPARATION SHALL CONSIST OF STRIPPING AWAY ALL TOPSOILS, AND TREE ROOTS (AVERAGE DEPTH 12 INCHES). LOCATIONS WHERE CLAYEY SAND AND SANDY CLAY SOILS ARE EXPOSED AT FINISHED CUT GRADE OR WITHIN 5 FEET OF FOUNDATION SUBGRADE ELEVATION SHOULD BE UNDERCUT TO A DEPTH OF 5 FEET BELOW THE BOTTOM OF THE FOUNDATION. MOST OF THE RETAINING WALL WILL NEED TO BE UNDERCUT IN THIS MANNER. UNDERCUT AREAS SHOULD BE BACKFILLED TO LEVEL GRADE WITH COMPACTED STRUCTURAL FILL SUCH AS ON-SITE SANDS WITH LESS THAN 5 PERCENT FINES CONTENT PASSING THE No. 200 SIEVE). THE BACKFILL SAND LAYER SHOULD INTERFACE WITH THE NATIVE SURFICIAL SAND LAYER TO CREATE A CONTINUOUS "DRAINAGE LAYER" BELOW THE FOUNDATION AREA. SURFACE COMPACTION SHOULD BE PERFORMED USING A MODERATE TO HEAVY WEIGHT VIBRATORY ROLLER. STRUCTURAL FILL MAY THEN BE PLACED AND COMPACTED IN 12" IN LIFTS. FOUNDATION BEARING LEVEL SOILS SHOULD BE COMPACTED TO A DENSITY OF AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY TO A DEPTH OF AT LEAST 2 FEET BELOW THE FOUNDATIONS BEARING LEVEL. SHOULD WETTER CLIMATIC CONDITIONS OCCUR PRIOR TO CONSTRUCTION, PERCHED GROUNDWATER CONDITIONS WILL OCCUR AND EXPOSED CLAYED SOILS WILL BE SUSCEPTIBLE TO DEGRADATION WITH INCREASED MOISTURE CONTENT. CONSTRUCTION GROUNDWATER CONTROL MAY BE REQUIRED TO MINIMIZE THESE AFFECTS. REASONABLE SURFACE GRADIENTS AND SHALLOW DITCHING SHOULD BE ANTICIPATED TO KEEP SURFACE WATERS FROM PONDING ON EXPOSED EARTHWORK/ CONSTRUCTION SURFACES. SHALLOW GROUNDWATER CONTROL CAN TYPICALLY BE MAINTAINED BY PUMPING FROM SUMPS IN PERIMETER DITCHES OR PITS. TYPICAL CLEAN OUT COVER IN ALL PAVED/CONCRETE AND LANDSCAPE AREAS. NEENAH FOUNDRY CO. - COLUMBUS, OH, PHONE: 614-876-9837. NEENAH - R-1976 CLEAN OUT COVERS FOR ALL SANITARY ANn CTnOkA r1l CANT r" ITC' CLEAN-OUT DETAIL N.T.S. HALT, CONCRETE, LANDSCAPE OR SOD AREAS SITE GRADING PLAN SHEET. AN OUT PLUG, 3" BELOW BOTTOM OF MANHOLE LID. OUT LOCATIONS DN GRADING AND UTILITY PLANS. FACE OF BUILDING DOWNSPOUT SECTION OF CAST IRON SOIL PIPE WITH HUB JOINT— FINISHED GRADE Lu Lu 1" NON -SHRINK GROUT 00 CHAMFER 1" AT 45' TYP. 6" GRANULAR BASE W V) TRANSITION TO PVC w BELOW GRADE — J 4 #3 TIES AT 12" Do Zl:D FRONT OF PARKING STORM SEWER ROOF DRAIN CONNECTION N.T.S. X CONCRETE CONCRETE WASH CAP 8" DIAMETER STEEL PIPE BOLLARD, PAINT TRAFFIC YELLOW" o I ' O Lj N 0 0 BOLLARD DETAIL N.T.S. 7 5/8' 4 1, 4 5/8" 5/8" 1" NON -SHRINK GROUT 1'-2 3/4" 4 CHAMFER 1" AT 45' TYP. 6" GRANULAR BASE W 6" WHEN IN LAWN, fY_ 2'-0" WHEN IN A 4 #3 TIES AT 12" PARKING LOT OR IN O.C. VERTICALLY FRONT OF PARKING CHISELED WALL CAP STL PIN a 1" X 12" X 12" STEEL BASE PLATE WITH (4) 3/4" THRU PIPE DIA. X 2'-0" LONG\\/ 4 ° (4) #7 REBARS ANCHOR BOLTS WITH A UPRIGHT LONG HOOKS w N 41'. 61A; x 24L GALT. PIPE °e . A °° ° 4 a ° A 6 DIA. GATRi POST W/ CONDUIT BY ELECTRICAL @32"o.c. VERT EMDfDDEd IN CONC. 4 ° , ° ° 4 FOR FOOTIIOLT AT°BOTH OPEN °. ° 18"DIAM._ x30" D f"fG ° 1 15/16" CLEAR SPACE nNrRA(rnR 11=In Him TYPICAL) 6 GROUND WIRE FROM 1/2" DIA. 8'-0" COPPER \\ 4' /\/\ PLAN CLAD LIGHTNING ROD \/ ° 41 TO ANCHOR BOLT /j ELECTRICAL NOTES: CADWELD //\//\//\//\//\// 1. EACH LIGHT CIRCUIT SHALL HAVE HOME RUN CONDUIT TO SWITCHGEAR. 2. FINAL ADJUSTMENTS OF FLOODLIGHT ANGLES AND DIRECTIONS ARE TO BE MADE AFTER DARK, AVOID INTERFERENCE WITH TRAFFIC OR ADJACENT 2'-0" PROPERTY. DIAMETER 3. ALL SITE LIGHTING TO BE WIRED IN 1" PVC. EACH CIRCUIT TO HAVE DIRECT RUN TO THE SWITCHGEAR. DO NOT LOOP CIRCUITS. SECTION 4. SITE SIGN CONDUIT SHALL BE 1 1/2" DIRECT TO SWITCHGEAR. INCLUDE GROUND WIRE IN CONDUIT & SEPARATE GROUND ROD AT SITE LIGHT BASEcE FOUNDATION FOR POLE. 5. RAISE SITE LIGHT BASE TO 2'-0" ABOVE FINISHED GRADE WHEN S LOCATED DIRECTLY IN FRONT OF PARKING SPACES, (WITHIN 2'-0" OF N. I.. CURB FACE). FRONT ELEVATION N.T.S. CONFIRM REQUIRED INSIDE DIMENSIONS WITH THE LOCAL SOLID WASTE MANAGEMENT CO. LT I POLE BY ELECTRICAL CONTRACTOR DRILL 24"0 HOLE DO NOT OVER DIG FOUNDATION 24" DIAMETER CONCRETE PIER WITH (4) #7 REBARS UPRIGHT, AND #3 TIES AT 12" O.C. VERTICAL S c- 3000 PSI CONIC 0 00 4 6" GRANULAR BASE W d. 4,g0„4-0.8-10 1/2 10,d fY_ A CAPSTONE - 12" WIDE GROUT FILLED COURSE CHISELED WALL CAP STL PIN DUMPSTER d ° ° 4 4 00 THRU PIPE J 4. w N 41'. 61A; x 24L GALT. PIPE °e . A °° ° 4 a ° A 6 DIA. GATRi POST W/ @32"o.c. VERT EMDfDDEd IN CONC. 4 ° , ° ° 4 FOR FOOTIIOLT AT°BOTH OPEN °. ° 18"DIAM._ x30" D f"fG ° Q 6"DIA STEEL POST CLOSED POSITIONS ° 1 f2" ° ` DIRECT APPLY SSS STUCCO SYSTEM 0 O Q d' . 1 4 7 d ° ° DUMPSTER STOP e °. nF - nti ZW HORIZ. REINF. ©16" W 1 Z a IF 3 ItCLEAR112-.1 4 ° °12'-0,, ° ° ° '-2' 4 ° 94. 4 12'_0" d 4 3 1/2" 7 5/8" oo WAN OPEN ° 4 ° BLEAR WHEN OPEN ° D 4° ° ° 6" THICK DUMPSTER PAD 4d d° a d. ° -. ° ° °.. - - 4 4 n 27'-9 7/16" FRONT ELEVATION N.T.S. CONFIRM REQUIRED INSIDE DIMENSIONS WITH THE LOCAL SOLID WASTE MANAGEMENT CO. LT I POLE BY ELECTRICAL CONTRACTOR DRILL 24"0 HOLE DO NOT OVER DIG FOUNDATION 24" DIAMETER CONCRETE PIER WITH (4) #7 REBARS UPRIGHT, AND #3 TIES AT 12" O.C. VERTICAL S c- 3000 PSI CONIC 0 z 6" GRANULAR BASE W m fY_ 5 CONT. REBAR IN CAPSTONE - 12" WIDE GROUT FILLED COURSE CHISELED WALL CAP STL PIN 00 THRU PIPE J 8" CMU W/ #5 REBAR w N V 0 @32"o.c. VERT Q 6"DIA STEEL POST DIRECT APPLY SSS STUCCO SYSTEM 0 O N DUMPSTER STOP nF - nti ZW HORIZ. REINF. ©16" W DOWELS TO MATCH SIZE Z U U SPACING OF WALL REINF. n U LAP SPLICE 48 BAR O u n DIAMETER MIN. Of C:) r , FINISH GRADE D n V) g 0 aj l n I- I- LLJ 0' c CD 00 0 0 L- w z z a a n a_ IT z U 000 Lj N z Q Li U Q o c:)o a n J U) p 0 0 3 CO Q (14 O Go u O Z I- Goo z O ::D w 2 o o m J J m Y w N Q O c00.0 W w D j O 00V Q ~J W = Q Q w W Z (n ul zw z Q o W r m m no m w o QZ Z Y J 0 U v1 Q w C W CC T U) o0 (-) DUMPSTER ENCLOSURE SECTION N.I.S. DUMPSTER ENCLOSURE DETAILS ISSUED FOR CONSTRUCTION DATE 09/15/03 PROJECT NO. 049212001 HEET NHMRLR C9 I c- 3000 PSI CONIC 0 z 6" GRANULAR BASE W 6x6 W2.9 X W2.9 WWF STANDARD ACI HOOK O5CONT. REBAR IN CAPSTONE - 12" WIDE GROUT FILLED COURSE CHISELED WALL CAP STL PIN THRU PIPE U J 8" CMU W/ #5 REBAR @32"o.c. VERT L.L_ 6"DIA STEEL POST DIRECT APPLY SSS STUCCO SYSTEM WDUMPSTERSTOP ncl HORIZ. REINF. ©16" DOWELS TO MATCH SIZE ZDOSPACINGOFWALLREINF. n LAP SPLICE 48 BAR ODIAMETERMIN. r , FINISH GRADE DUMPSTER ENCLOSURE SECTION N.I.S. DUMPSTER ENCLOSURE DETAILS ISSUED FOR CONSTRUCTION DATE 09/15/03 PROJECT NO. 049212001 HEET NHMRLR C9 I c- 3000 PSI CONIC 0 6" GRANULAR BASE W 6x6 W2.9 X W2.9 WWF STANDARD ACI HOOK 16"W X 24"D THICKENED FTG W/(4)#5, 2 TOP, 2 BOT DUMPSTER ENCLOSURE SECTION N.I.S. DUMPSTER ENCLOSURE DETAILS ISSUED FOR CONSTRUCTION DATE 09/15/03 PROJECT NO. 049212001 HEET NHMRLR C9