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Home My WebLink AboutSW8060912_APPROVED PLANS_20061206STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT IFXV APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD HOLLEY m c rn c PRO�CT � 0 n o �� 0 i N N is 7- 0 N � '� 1� 15" FES #2 INV. 25.8 W/ 10' X 10' X 12" E.D. 1 /I CI NI T Y MAP 15" RCP N rs 7FMPORAfi�� F E 11 p 1 1 1 _ 1 1 EXIST SSMH CB 1 1 1 RIM 27.98E �2IM 26.9 �1 a 1 INV 15.85E jNV MATCH EXIS77NG ASPHALT CB 2 2�,1 Z� 1 GRADE 27.77E f �, TEMPORARY GRA VEL RIM 27.1 ' �P\ 27,1 - CONS7RUC770N ENTRANCE CB 5 INV 22 9 I _ TIE INTO EXISTING 10" RIM 2Z 1 Ac�Z a5+ '. ` 1 `'1 �ELDSEWER MAIN VERIFY ,At INV. 15.7aE INV 22.5 TP/ 27.1 1 15" FES #1 INV 26.1 POND MAINTENANCE o rLAc 3 2.2 \ 10* CA EASEMENT N6g 1 NALT R 28.1 1 1 (M 28. SA WCUT EXISTING ASPHAL T AS NECESSARY TO INSTALL SS SERVICE. RESTORE TO ORIGINAL CONDI RONS TIE INTO EXIS77NG 8" WATER MAIN INV. 1 Tc 28.8 TG 27. J) -a 11 1 N - = CAo ��`, ®UILDI . .. i TG 28.4 �� y �� ' �� `. N 1 1 0 L W 1 1 �1 ` ° NFL`, TP 27.s IM "' 1 1 1 '01 a' p7 rp �FFE 1 27.8 z5� 'OVEP T 23 s 1 1 1 1 1 7` r TP 28.9 1� w y , AN 1 / 1 FD4 SlON i ti __ o �1 1 , XP i RAIN -_ 0.59 AP Toy • \1 1 1� 1 �1 �oN D 0:57 c iM ,�$\ \ 1 1 1 1 7� 11 11` w , OV A -/ 24.9 ESS 12" T ACCI - Z 1 11 d N . 24.9 SpH Ai-P ARK�N 1 _ _ -z� / 1 TP 27.8 _ ® 1 1 1 11 11 W o + 27.8 GQ A AND TP 28.1 -0 TG 27. 1 O o 1 TP ZI 1 1 1 0 n1 \' :o 12 0 POND 1 28 . � .1 • TP z8.7 1 �'1 T O Z 1_i`} W w i ' 246 � 1 1 Z� 1 1�wS 1 1 y , • .,LL •• 1 \\ Cp RIM _26: 9- _28- -- -I11rWRT 24.0 O�i T / e/ Nx` TD �j 111 1 r _C IIF T 2 3 p00 Nn �� 1-' •. + .. Z 1 1 Q,V= ' :: / � _ � 1� i iarrr+ nr ��i 1 � 1 O l� `� OUTLET STRUCTURE (SEE DETAIL) 24" FES #4 INV 24.0 --/ W/ 10' X 10' X 12" E.D. #1 12" FES #5 INV 24.0'- '� HWL 26.5 l NORMAL POOL 25.0 BOTTOM 21.0 10' WIDE, 6: 1 VEGETATED SHELF EMERGENCY SPILLWAY EL. 2ZO' (SEE DETAIL) \'--7EA4PORARY SILT FENCE MATCH EXISTING DITCH INVERT 24.01 p �Z-o l 00 -0Z y®�0-A tuoS 7O 7 7g N�9 40 1 o0 Y 70 Z U- C; 1 s NOTES- 1. NO WETLANDS EXIST ON THE SITE. 2. CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION MATERIAL AND INVERT OF EXISTING U TILI TIES PRIOR TO UTILITY SERVICE CONNECTIONS J. EXISTING SURVEY PREFORMED BY MICHEAL UNDERWOOD AND A SSOCIA TES, P.A. 1 1 - LEGEND 25 N ry -24 1 0 0-16 1 •-TP 27.0 1 0 1 , *--TC27,5 N ♦--TG27.5 1 o , --�- yn � x ®x 111> ZAP O 1 1 'p �,� Z 1 lS 0 1 GRAPHIC SCALE v 20 40 so ( IN FEET ) 1 inch = 40 ft. 'CAIL N C. OIE-LL ` BEFORE YOU DC isv STOP 800-632-4949 MUM RANGE / EX. MAJOR CONTOURS EX. MINOR CONTOURS TOP OF PA VEMEN T ELEVA TION TOP OF CONCRETE ELEVATION TOP OF GRADE ELEVATION LIMITS OF DISTURBANCE TEMPORARY SILT FENCE INLET WITH INLET PROTECTION FLARED END SECTION (FES) WITH ENERGY DISSIPA TOR �.� µ SEP 2 6 2006 This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, P.A. t,l O t! c � k r� ec eS w� w U Z � z o � o �Q LJL a Q O4K Z IK Z' KmK Q"K � � U z I O � �NF��c�z a LQ L V 110'a � RD Cr SITE o L� t N T VI CI NI T Y MAP Mrs 7 Go 1 -'o 00 �rf 7` o \ N \ s-1 1 a \ �w \ o 1 \ 1 i 1 1 i 1 1 1 1 \ 1� 11 ";A SIGN 1 \ Np it 11 \ AR�1 �Ql ?r F 1 1 1 1 11 1 \ MONUME�V T 1 1 \ SIGN 11 N it 1 SITE DATA TRACT AREA =-399 AC DISTURBED AREA 4.03 AC DRAINAGE AREA 3.99 AC ZONING B--2 SETBACKS FRONT 35' REAR (SHOD) 100' SIDE (SHOD) 25' IMPERVIOUS AREA BUILDING 8,450 SF BUILDING (FUTURE) 3, 030 SF ASPHALT 63,500 SF -- CONCRETE 1,825 SF TOTAL IMPERVIOUS AREA 76,800 SF (INCLUDES FUTURE BUILDING) LOT COVERAGE 45.OX PARKING (FRONT BUILDIN TOTAL REQUIRED PARKING 28 PARKING SPACES NUMBER OF EMPLOYEES 18 EMPLOYEES NUMBER OF MANAGERS 2 MANAGERS NUMBER OF VISITORS 1 WSI TOR NUMBER OF COMPANY VEHICLES 12 TRUCKS TOTAL PROVIDED PARKING 52 PARKING SPACES LANDSCAPING * LANDSCAPING REQUIRED 5, 080 SF LANDSCAPING PROVIDED 5,400 SF *SEE SHEET C1 FOR LANDSCAPING PROVIDED FOUNDATION PLANTINGS *(NORTH SIDE _OFBUILDING) FOUNDATION PLANTINGS REQUIRED 219 SF 76'X24'X0.12 FOUNDATION PLANTINGS PROVIDED 296 SF * SEE SHEET C1 FOR FOUNDATION PLANTINGS PROVIDED 9 1317 OF • 1 i 1 A TION PLAN GAS 11'DING Ra ® ON RE WA ETAIIkS} 1 \ 1 U 24.p g, SE ARC".\ \ it / 1 00 �2 r°.A e• i '0 C l CpN E STpP \ i 1 1 \ -a 7- SS ASANQ PA i 11 1 1 O `= \ 1 1 1 1 1 Q �• i 1 1 0lip \ i s �grtal (say) 1 1 i \ �O 7s' x 12' CONCRETE AD ®• \ Z� v'� \ 00 -K1 G P'� \ 1 \ W 11 1 I \�o �O.a \ oo > z� 0 y �2 r0 w�0� Z''' 7O 40 GRAPHIC SCALE 20 40 W ( IN FEE' ) 1 inch = hD & 16G OOF Cd N.C. ONRY1 ` WIN YOU ON STOP 800-632-4949 NO TES: 1. DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERWISE NOTED. 2. RADII ARE 5' UNLESS OTHERWISE NOTED. 3. EXISTING SURVEYING PERFORMED BY MICHAEL UNDERWOOD AND ASSOCIATES, P.A. AND PROVIDED BY OWNER. LEGEND (WO SF) LANDSCAPING W/ AREA i .� S b ..4` 4 y v L 4 This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this. drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, P.A. �C IN W1 V.� ici y V � in C.0 Z �U) w/lINWl C Q b b o \ � to d CID O 'r 7. '..i '. r i 1 1 1' �- � � t !_! .i..` ,!: - `? � �:S- 1� er .1. `> .. 4 .4• � .n.e � �. .. _._.____.. - -- _ .. 1. r ��_'_.�-�_ �M ...,�:., 1. :: :�.er �.:. •e r. .. .. _... .. ..... ... . .. , .., .. nv... r.:. vn a...nr �n.c:a .u�.r �, a�+r� .�� .. .4. .r.+.., �i. .... t 14O . N $gUTER RD cr SITEPROS g 00 �� \0 b 7` %' 4 1 'N N N �. �O t � ! ! 1 1 15" FES 12 INV 25.8 VI CI NI T Y MAP w/ 10' x so' x 12" ED. NTS !, 15" RCP TEMPORA� E 1 , \ `1 O ! 1 EXIST SSMH �< CB 1 ` 1 1 1 ! RIM 27.98E Awe IM 26.9 ! ` ! INV 15.85E �IV 23.3 X , MATCH EXISTING ASPHALT ! \ ! ! GRADE 27.77# CB 2 ' `� \ TP A.1 TEMPORARY GRAVEL 7. RIM 21 \ 27.1 ! ..- CONSTRUCTION ENTRANCE INV 22.9 CB 5 ! 15" FES1 INV 26.1 RIM 27.1 �a2 S� ` { G �� 1 INV 22.5 u� dp TP/ 27.1 ! TIE INTO EXISTING 8" WATER MAIN POND MAINTENANCE a2lk`3 2 G 1 \ 1 1 CA EASEMENT _ N69 A� A I 1 1 1 ASpN 1� 28.1 ` s !! 11 ! TIE INTO EXISTING 10" SEWRFIELDVJERIINYINV 15.61 2 1 24 F.E.S. #3 INV 22. 0 CCESS VER7t ` ! SA WCUT EXIS77NG ASPHALT w/10'X10'X12" E.D. it EIN ASEMENT � � % f iP 28' � � 11 t53 1 AS NECESSARY TO INSTALL - i 2 = M R� TP 28.0 1` ! 1SS , 0 1 � 1 ORIGINAL CRESTORE TO ONDI TIONS. Z� 28. 6 SSCO elf 1 O ! 1 41, , � TP 28. 1 " WATER TP 28. 3 uR v W/ OW PREVEkrN01 •d `1� tiLIII I. , •� TP 2 TP 28.5 ' � ! � � � 1 1 r1 I TG TP 2 ® SCQ TP 2& , \ , p - 1 ! i FOREBAY / CONNECT TO 4" SS 'S S J - � AX ® r , �\ ! 1 SERVICE SINE TP 28. 27. ` 1 1 0Z ` 1 INV. 18.6 ! 21 tp 11�\ `11 a ."aaaya"a _'�� B II-p1N0 8. Nam` O 1 111 , r a / ♦ �I� 2- 1 TP 27.9 y. /BRIM 4[XJ ! 1 � 1 1 1 01 � O (I O% 11 . " URA rTP 27.8 -=_�T 23 6 ! , / 7` Q •Q �,' 1� 11 a ` 1 ful NSIpN �f / TP 28.9 \` �� 1 ! 1 N�,1 .� w 1 �� a a � 1 VIP � N pRPli� � �� / _ ' / . � \ `� 1 ! ! 1� 1 y t r �11 `�1 �► . 1 F 72! 24.9 ACCESS 24.9 SPWA�QA�KING TP 27.8 - A ANp 1 a r a a 7,A �0 yl_ POND 1 . a C� 1 C'� G � 11 a A O O 1 r a 0,A 1 11 4 a a r 11 1 . ! a y a 1 O o 1 a Iv a O� p� 1 a • V R� ZO C� OUTLET S7RUCTURE-1 (SEE DETAIL) 24" FES h#4 INV 24.0 W/10'X 10'X 12"E.D. ft41 12" FES #5 INV. 24.0'- 1 IV � I1 I L2-r r r _zr _ TP 27.a ---• _ Cn 1 I r �C� TP 28.1 TP 24.6 28.1 TP 28.7 ! )11 CB 4 OG o n RIM -26. 9' - `` �,� i ! �O 1 -� - -2s- - -INyERT 24.0 -n 2 3 ��' /� �" 7 1 y �000 G LIMI TS OF GZ , ! O� tS a TP 8.3 f CJ6Socj A?:/ �� ePv�� DISTURBANCE 1 ' 1 �� Z 12" % I ,.� PNG EXIST SSMH l RAl INV /,2*.� RIM 27. 77-+ 1 ! � INV 14.90t NaA�ON DETFN7701V POND '1 EXIST LIFT STATION 1 1 TOP OF BANK 27.5 1 - HWL 26.5 NORMAL POOL 25.0 BOTTOM 21.0 , p o 1 10' WDE, 6.1 VEGETATED °� , Ny �� ,! SHELF 1 O. 1 EMERGENCY SPILL WAY 0 k& y EL. 27.0' (SEE DETAIL) �0� TEMPORARY SILT FENCE O Z O 1 MATCH EXISTING DITCH ��'� IC%1 �! INVERT 24.01 T.Pi . , ! t � 4 2 �'yQr0� �� 7 1 - 1 A GRAPHIC SCALE 40 0 20 40 so ( IN FEET ) 1 inch = 40 fL 160 NO TES.• 1. NO WETLANDS EXIST ON THE SITE. 2. CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION MATERIAL AND INVERT OF EXISTING UTILITIES PRIOR TO UTILITY SERVICE CONNECTIONS. 3. EXISTING SURVEY PREFORMED BY MICHEAL UNDERWOOD AND ASSOCIATES, P.A. 4. ALL ROOF DRAINS TO BE DIRECTED TO THE STORMWATER COLLECTION SYSTEM INLETS AT GRADE. LEGEND -�- --- - EX. MAJOR CONTOURS - - - -24 - - - - EX. MINOR CONTOURS 6--TP27.0 TOP OF PA VEMENT ELEVA 77ON *--TC27.5 TOP OF CONCRETE ELEVATION o--TG27.5 TOP OF GRADE ELEVA TION ■LIMITS OF DISTURBANCE x �x TEMPORARY SIL T FENCE INLET WITH INLET PROTECTION FLARED END SECTION (FES) WITH ENERGY DISSIPA TOR 7 k DITK YOU NG STOP 800-632-4949 411, Am W i This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates. P.A. �y N '� fl CU �w U P W L W � J J 0 J L Z qK V Z � o �0 e� O'K � taw Z� Q K - p� 3� � Z-K v o � � U � z .• k 1 ♦ f I / �v7woo, 't co QD g z w /_off k w J U W g 4 � Ln IQ 10 N � � � Of O � � p o N U ^ �o C j w a � i•j1 .� F�i ! 1 t_i � �'" 1 tiY .! i II N� I� �ri��dr�� o r 1 r r k 1'i ► `,i i, r k a r. I---' +r�rl�. •. .� .. i _ _ -...1 _ _-ii__i L.L� - S)