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Home My WebLink AboutSW7090809_APPROVED PLANS_20090821STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW�,�i%% DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYM M DD A� O Z �G ! SITE H �4r R0,1 0 o� /PpgO VICINITY MAP NOT TO SCALE SUMMARY SITE DATA: OWNER/DEVELOPER: MILLER do VANESSENDELFT PROPERTY INVESTMENTS, LLC P.O. BOX 23, GATESVILLE. NC 27938 PROJECT ADDRESS: 1125 HARVEY POINT ROAD. HERTFORD, NC 27944 PHONE: (252) 357-0090 TOTAL ACREAGE OF LOT- 4.00 ACRES NUMBER OF UNITS:1 (MOSS FLOOR AREA (GFA): 4,800 Sq. Ft. PRESENT LAND USE: CULTIVATED FIELD TOTAL PARKING REQUIRED: 1 SPACE PER 4 SEATS IN THE PRINCIPAL PLACE OF ASSEMBLY PROPOSED 156 TOTAL SEATS IN COMBINED VIEWING ROOMS 1 & 2 39 PARKING SPACES REQUIRED TOTAL PARKING PROVIDED: 48 SPACES (3 HANDICAP-2 VAN ACCESSIBLE) MINIMUM BUILDING SETBACKS (MBL} FRONT- 125' FROM HARVEY POINT ROAD R/W SIDE: 100' FROM COMMERCE DRIVE R/W SIDE 30' ADJOINING RESIDENTIAL LOT REAR: 30' BUFFERYARDS: FRONT: 30' SIDE: 30' ADJOINING COMMERCE DRIVE R/W SIDE: 20' ADJOINING RESIDENTIAL LOT THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA X PER MAP NUMBER 3720785900J EFFECTIVE DATE OCTOBER 5, 2004. EXISTING BOUNDARY INFORMATION PROVIDED BY WEBB LAND SURVEYING AT PC: 2; SL- 126; MAP 2. TOPOGRAPHICAL INFORMATION PROVIDED BY WEBB LAND SURVEYING DATED 6/5/09. FIRE PROTECTION: PROVIDED BY TOWN OF HERTFORD FIRE DEPARTMENT. THERE IS AN EXISTING FIRE HYDRANT LOCATED APPROXIMATELY 1091 NORTH OF THE PROPERTY ON THE EAST SIDE OF NORTH COMMERCE DRIVE. ALL RIGHT OF WAYS SHOWN ARE EXISTING; NO CHANGES ARE PROPOSED_ THERE ARE NO SECTION 404 WETLANDS LOCATED ON THIS PROPERTY. SITE LIGHTING: GARDCO LIGHTING OR EQUAL SQUARE FORM 10 LIGHTS PER DESIGN MOUNTING HEIGHT: 18' 250W, METAL HALIDE MINIMUM ILLUMINANCE: 10 FOOTCANDLES MAXIMUM ILLUMINANCE: 15 FOOTCANDLES BEFORE YOU DIG I I CALL TOLL FREE 1-800-632-4949 IORTH CAROLINA ONE CALL r I I fI 10 ? I{I s Ld i> I� s I Q } 3 s ! U f1ofo' s I LCCLJ 1-- 1 G (, s I O p I CO a I � fig . I O fIZ sI 1 fi r I s I I sswi RIM: 1297' - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r � f' r ! r I �f 1 ds I bf i I uFi $ 25' RAD COMMERCE CENTRE PROP r I STREET UGHT TO BE RELOCATED OUTSIDE OF THE PROPOSED DRIVEWAY s 1 PROP 56LF 15' CAIP rI I f ! 25' RAD � II Ir I ! 1 rI 1 SSMH RIM: 13.06' I I 1 ---------------� wY w: last =_= 1 I PROP 15LF� 15' CMP TBM PK MAL ELEV: 13.27* (NAMD 'aa) END DITCH CLEANOUT LEGEND MBL MINIMUM BUILDING LINE R/W RIGHT-OF-WAY ■ TEL TELEPHONE PEDESTAL •---------------------- } -OHE- OVERHEAD ELECTRIC LINE uj -SS- SANITARY SEWER LINE I r , ~ 3 ® SANITARY SEWER CLEANOUT TT 0 SANITARY SEWER MANHOLE iNvy I 1 L.L W w -W- WATER I I W Ww � O WM WATER METER O WV WATER VALVE -r I O CMP FIRE HYDRANT CORRUGATED METAL PIPE ' (n I O (/) Fx �EXISTING TREELINE ! ' U M TEMPORARY BENCHMARK SITE ucrlTINc i CONCRETE WHEEL BUMPER of � I ' I I I I ' I I I I 1 ' I I ' I I I � I I 1 I � I I � I I I MILLER & VANESSENDELFT I PROPERTY INVESTMENTS, LLC PC: 2; SL: 144; MAP 8 I I I I I II I II I S41'14'10"E j II i MILLER & VANESSENDELFT 433.00' i I i PROPERTY INVESTMENTS, LLC i PC: 2; SL: 126; MAP 2 W I ! - AREA W z 174.241 SQ_ FT. - O Q I ------------------- ----------------- 4.00 ACRES I O I j PRESENT ZONING: C-4 j -i N i j I PRESENT LAND USE: CULTIVATED FIELD I . I PROPOSED LAND USE: FUNERAL HOME I PROP 6' HII>H, PVC COATED I I I I 6' GATE CHAIN LINK FENCE I I _.._.._.._.._.._. _.I._ _.._. _.._ _.._.._.._.._.._.._.._.._.._.._ _.._. _.._.._. _..- ...... - - -.._. A .._.._.._..- -.._ ._.._ ._.I_.._.._. IN mN _ ._.._. _. _.._.._. _.._.._. _-- -. _ .- DEWCE I u---__ �_----- _-- ------ - ------- --= - • -��.� - -� - -- 'A� FOREBAY 2� 4CYx!2[Y \ ! FUTURE c WET DEFMNTIONporo \ rn 1 PARKING Hi8 i I EXPANSION \ I II I I li I I HERTFORD BASELINE DEVELOPMENT, LLC PC: 2; SL: 179; MAP 3 OVERFLOW FROM THE WET DETENTION POND SHALL BE CONSTRUCTED AND STABILIZED WITH SOD WITHIN 24 HOURS PERQUIMANS COMMERCE CENTRE PC: 2; SL: 49; MAP 3 iI i I I I I I I \ 5-DAY DRAWDOWN (? i SITE LIGHT — PERMANENT P- PIPE (4" PVC) I EH19-6--25bMH— eEwl i SITE LIGHT: EH19-3-25OMH t ® 7k — TYP OVERFLOW f 4— ~ u — , 2B' PROPOSED n a In \ I r ._. 1 _--------- I i FC-FC i 2" SF9.5A i i I A 1I ASPHALT CONIC5'x10' CXN HVAC PAD h iu i I 5'x10' CONC -' S'x4' CONC 7IL 1 1 1 1 x I i 0 LIGHT I HVAC PAD '+ -. - TRASH PAD ii t I i EH1SIT H19-1-250MH , W/ FENCE - •CANOPY, W/ FENCE g bg aF Wm �a'� I `- I FOREBAY 1 I . Y E)6SONG I ' , — HNP€It iIIII - l I I WOODS I TE LIGHT: 9-0- H 1 (aJ i l e I In I 2r .. 24 T1YYP i i Iii e I I— 24, 3j + w FUTURE e PROPOSED I I I I ` t 2" SF9.5A ~ ` t PARKING i I I PROPOSED o ASPHALT i EXPANSION IN ;i I 1-STORY I BUILDING �- 0SFn R I 4 I I r Im , n I FEE=15.78 Q5 R YE LIGHT:' ----1 - - -- 1�-T5- -- —j—j— I I I_ I I C --7---- SITELIGHT: a CINC n I I I EH19-3-25OMH I I I YJ. . • ' - • � . ° s' TunNDONNs1oEWAuc I i ° i I - < PROPOSED f ii I I I I R 2" SF9.5A " IN I ASPHALT ei i n A I I I JI I III I I i ° {f- -I e I -1a-I a E- _ i _....................................... °� SITE LIGHT w Sim EH19-3-25OMH I I I L_._._................................................................Y.._._._._._._._._._._._._._._._._._._._._._._._._._..j I i I 30" BUFFER ------------------------- ------------------- ----------------------------------------2W Ulan T-------------------------------------------------------------------------------T---------- I I j LIMITS OF DISTURBANCE I ELEC .B o LIMITS OF DISTURBA"ICE ' --._.—._._.—._----.— 4X'r .� ---• NY N 10.46 — L._ 7— r— - — - — - — - — - — - — - ! I I I S.R. 1336 — HARVEY POINT ROAD 70' RIGHT OF WAY I I I I I I I I I I I 30 0 30 RAYMOND JAMIESON, III DB: 244; PG: 480 APPROVED C;ARCAINA ENVIRONMENTAL "I"F: ".GEMPNT COMMISSION - v:SiON OF WATER QUALITY 20a EXPRESS AUG 12 2009 NC DENR 60 90 Scale 1" = 30' Ld 7� �C IIIIIIIIII Z Go ��IIIIIII n III�I�I V) cDO V W Q LLJ Z Z �O� Q J LLJ U) ujjij�V /� I jr 0) W O Z O . U) ZOcV (n(n(n O C-4 N LWLI Z %- ZZw CO N Z ZJO_ N V/ / (nU < Q Q Z J Q U O LL- �z W 2 F- L1- Z O =) Z O 3:: U O (n z 0 W LLJ ISSUE DATE:5/z2/09 DRAWN BY: CDC CHK'D BY: RSJ JOB NO. DWG. NAME: SCALE: 1" = 30' HORIZ: N/A VERT: N/A DWG. NO C 1 SHEET 1 OF 4 SEDIMENT BASIN 1 SEDIMENT BASIN 2 SEDIMENT BASIN 3 12 F W TOTAL AREA TOTAL AREA TOTAL AREA NOTE. W ' a , I I I DA1-0.26AC DA2-0.34AC DA6-0.65AC 1 ' DA 5 - 0.26 AC DA 3 - 0.23 AC THE DATA ACCURATE, ON TiiTHE PLANS ISBELIEVEDISTI /1 1 G RA REED. E BCO THE ACCURACY f5 NOT � DA 5A-0-15 AC DA 4 - 0.24 AC DISTURBED AREA: 0.65 AC GUARANTEED THE CONTRACTOR IS RfSPONSIB/E I Z o +0 , TOTAL-0.67 AC DA 4A-0.08 AC SEDIMENT RATE: 3600 CF/AC/YR FOR VERNY11116 AL LEVELS, LOCATIONS. TYPE$ I O_ EPA It DA 48-0-07 AC DISTRUBED DURATION 4 MONTHS AND � OF THE EJDSTING UTR1I/ES DISCREPANCY 10 I I DISTURBED AREA: 0.67 AC TOTAL-0.96 AC TOTAL STORAGE VOLUME FPRIOR TO OUND, WORK I S z 0.I SEDIMENT RATE: 3600 CF/AC/YR 0.65AC(3600 CF/AC/YR)(0.33YR)=772 NOTRIED. WORK MAY L.'ONIRNE UPON ENGINEERS I 8 c DISTRUBED DURATION: 4 MONTHS DISTURBED AREA: 0.96 AC NOTICE TO PROCEED. Ir 8 s I I I TOTAL STORAGE VOLUME SEDIMENT RATE: 3600 CF/AC/YR THEREFORE ! $ S 0.67AC(3600 CF/AC/YR)(0.33YR)=796 CIF DISTRUBED DURATION: 4 MONTHS DEPTH=3.0' Im' Z �qp I I TOTAL STORAGE VOLUME WIDTH=15' I 2 I I THEREFORE 0.96AC(3600 CF/AC/YR)(0.33YR)=1140 CF LENGTH=17.2'; USE 20.0' s sI LLJ I I I DEPTH=3.0' BEFORE YOU DIG I I HERTFORD BASELINE ' WIDTH=15' THEREFORE K=0.6 1 F-- a� I _> I DEPTH=3.0' I DEVELOPMENT, LLC LENGTH=17.7'; USE 20.0' i 6.8 INCHES/HOUR Z + ' I CALL TOLL FREE K=0.6 LENGTH' 25.3'; USE 30.0' O =0(0.6)(6.8)(0.65)PC: 2; SL: 179; MAP 3 i = 6.8 INCHES/HOUR = 2.65 CFS I m O �2 1 Q I I A= 0.67 K=0.87 TEMPORARY DIVERSION SWALE I w Of ?off SITE 0• = (0.6x6.8x0.67) - 2.73 CFS I• = 6.8 INCHES/HOUR S-0.35% „1-800-632-4949 I (D I. i A= 0.96 BOTTOM W=4.0' I !.� w LL !IELEC 0 = (0.87)(6.8)(0.96) = 5.68 CFS TOTAL SIDE SLOPES=4.1 NORTH CAROLINA I ZZ � i I1II OOP MILLER &VANESSENDELFT 4A: A=0.65 AC THEREFORE 0=3.85 CFS V=2.0 F/S ONE CALL �i1ii�! Q Z Z W W H I I I I X T� I 4B: A=0.31 AC THEREFORE 0=1.83 CFS 1III I b O f l 11I� eNP p� PROPERTYPC: 2SLvE44;MMAPS8 LLC DO NOT DO NOT III�I�I{ 0 Z U J 7z2r1 DISTURB _ DISTURB Aw Z ee) IIII II Q Q O O 'i �5p II III S41'14'10'E q. R I I �W O I�I LIMITS OF DISTURBANCE 433.00' LIMITS OF DISTURBANCE III Q C7 0A� U �Ivl & VANESSFNDEL€T - DA 6 5 1 O PROPERTY-IN-VES TMENTS, LLC w w II - 1 _----tzs- - ----- LI s I PC: 2; SL: 126; MAP 2 '- r,z- - - - 1 to a Z If W --------------------------- - I ---------AREA 5---------------- �-� i -T F-m II E18SiNG O r------- � I I� F- III WOODS o� W I i I jllll I 174,2411 SO. FT. C/) j ,ry VICINITY MAP ' I i III I 4.00 ACRES 1 ry. 1 I I I q i PRESENT ZONING: C+-4* NOT TO SCALE B , n�! PRESENT LAND USE: CULT!VhTED FIELD %--' PROP 6' HIGH, I �� I - 1BEGIN DITCH I I. PROPOSED LAND USE: FUN RAL HOME �� PVC COATED SB-3 II 330LAN F O 0�0872- 5 IIII I ! z GATE CHAIN LINK FENCE y/ III -..-.-tza..-..-..-..-..- .-..-..- -. -. - .-..-..-..-..ri. -..-. -.. SUMMARY SITE DATA: ' TO PIPE INV �I ! I - - - - - - - - - - - - - _ _ _ _ _ vERFLOW FROM THE IT ',. t-..-..-..-..-..-..-..-1 -.. ,r} ..-..-.-..-..- - .-. -.-..-.....- .-..+..-. -..- - - - - - - WET DETENTION POND OWNER/DEVELOPER: MILLER & VANESSENDELFT PROPERTY INVESTMENTS, LLC I I !II l ! I ^� �4' FLAT BOTTOM TEMP. DIVERSION SWALE 4.1 SLOPES O O.3=�{! l' - 2 - - -� _ / SHALL BE CONSTRUCTED P.O. BOX 23. GATESVILLE, NC 27938 Jill ! I �- / z I AND STABILIZED WITH 1j I SOD WITHIN 24 HOURS PROJECT ADDRESS: 1125 HARVEY POINT ROAD, HERTFORD, INC 27944 I ' � I ! � I �J 3' FLAT BOTTOM �AssEo WATERWAY x 1 SLOPES a a.ass � �- �, \ �Z � ' I � PHONE (252) 357-0090 W I I I I IIII NNS WM TO -..-..-se_. -..-..-. -.. ..- .- .- .- -..-. -....... "1,3 �OiIO ,PROP 4 SS N I II BEINSTALLED BY e➢ERFLOWTOTAL ACREAGE OF LOT: 4.00 ACRES SSMH BORE AND 7 ! ! - OF HERTFORDI t LIMITS OF DISTURBANCE AREA: 3.43 ACRES BY I I 1x OF HERTFORD 1 I I i JRIM: 12.9T TT� hl. I 1 /$ a PERCENTAGE OF LOT DISTURBANCE: 867L------------------------ -------------- --------------------------- TOTAL IMPERVIOUS SURFACE OF ENTIRE LOT: 57,557 B EXIST-4 SS I!1! I p �F 1 tl� o \ II a PERQUIMANS PERCENTAGE OF TOTAL LOT IMPERVIOUS SURFACE 33% I '1 I tl=tl=tlwtl Y II e COMMERCE CENTRE 1 1 Y 116 I I1 PR I ti ti�T y j I HIGH FUTURE o�j DE7ENT1 0 I. ti. 1 PARKING o AREA OF DA 1, 2, 3, 4. 4A, 48, 5, & 5A: 71,127 SF f III . I - _ e 41k, POINT e. ° s II PC: 2 SL: 49; MAP 3 IMPERVIOUS SURFACE-DA 1, 2, 3, 4, 4A, 4B, 5, & 5A: 55,342 ,� I IIII 1 I �.� :I 1 ''Zo' P EXPANSION 90 o ; I \ 11 U PERCENTAGE OF IMPERVIOUS SURFACE: 77.81%INV Ill I I I I A a N 9 0. \ III 7 Ql IMPERVIOUS BREAKDOWNS: 06fi I� I ! IC` 8� I �ry �/ B z ,, . \ II 5-DAY DRAWDOWN I Z00 ROOF: 5,726 SF z f I I III! I 1`Qc/� f. ♦ M I i I ■ I .nl ! a _ I (I PARKING LOT/DRIVEWAY: 34,347 SF W ' ` III I I I I� �' .�� \ �� wATmwAr o BERM 0 4 1 9 y PIPE (4' PVC) III III n 00 SIDEWALK AROUND BUILDING: 1,730 SF (V FUTURE PARKING LOT: 13,539 SF U_ •-..-..-..-..-..-..-.. AREA OF DA 6: 103,114 SIF IMPERVIOUS SURFACE-DA 6: 2,215 SF `m E I TEMP CONST � I' o n !s I 12. I : ® DA 4B t1 I 1 PERCENTAGE OF IMPERVIOUS SURFACE: 2.15X o I , ENTRANCE • - 13 '63 '3 I 90 - I lIl z N O IMPERVIOUS BREAKDOWNS: 1 - PARKING LOT/DRIVEWAY. 253 SF a I ' � i / 81 A �� HI ` A • TRANSFORMER --------------- PROP ELECO ow 1 l Q SIDEWALK AT PROPERTY LINE:1,962 SF COMMERCE CENTRE PROP �w 1 ® POINT o -�1 f •� ■ rr L I III - - - - - - - - - - - - - - (, STREET LIGHT TO BE ' 3 i �4'0 �' 1111116 1 % is lI„,-5� I U) THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA X PER MAP NUMBER RELOCATED OUTSIDE OF I ! I PROPOSED d 1 _IIt 3720785900J EFFECTIVE DATE OCTOBER 5, 2004. THE PROPOSED DRIVEWAY I I I� ate I 2' SF9.5 / 11� p ;: I - J I� U` D OL e 1 PROP 56LFI I AS T • % \ i i i ■ En LT EXISTING BOUNDARY INFORMATION PROVIDED BY WE86 LAND SURVEYING AT tsj CUP 14 I s a7 : : Tr■+O I I II a V / Ill O 73. �. SPILL CURB HBI ►• �- ♦ �4'1 i • FOREBAY 1 I 'r E)8511NG PC: 2; SL: 126; MAP 2. TOPOGRAPHICAL INFORMATION PROVIDED BY WEBS I - \ % / ® D/I► " I it 1FDODS Z LCV LAND SURVEYING DATED 6/5/09. I ^ ♦ - - _ - a EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY WEBB LAND SURVEYING ! ? ! 1µI �� ♦ `° o I 0 Of (n (� O Z Z N DATED 6/5/09. I 0 14:19 u.ts 4o Qs i I 1 a I W O I I I b I n R 6 81 a.6s / : I I 0_' pry O IHVWT: I I1 II Igr \ I i•... cI WWI" U NO THERE ARE NO SECTION 404 WETLANDS LOCATED ON THIS PROPERTY. W ' 10.60' �I It \I a i F ' I I i ! II Z Z j N Z II / ( c 1 C9 Q NOTES: I ! a ! / ! _ � . 1,Q q �SR�I I ! I! i� ti I ,3 czz.»............................ .........----.. \ I I `III Z a p A SOILS EVALUATION FOR STORMWATER MANAGEMENT HAS BEEN CONDUCTED ° I Z I III ! i� I HIP x0 PROPOSED FUTURE - _ I I ! 1 1 W N I IQ ` I I i PROPOSED '� a o r BY TERRACON AND INCLUDED WITH THE PLANS. Im III III I S 2" SF9.5A PARKING I1d ! I o I I I I �/ I I 111 II w ! a I 1-STORY BUILDING ASP EXPANSION EROSION CONTROL DEVICES DEEMED R I 4,800SF a° i I {:' I U I! I I I I I I ANY ADDITIONAL SEDIMENTATION AND E - - NECESSARY DURING CONSTRUCTION WILL BE PROVIDED. e I j I jll IIII w // =Zh51s FEE=15.78'1111��1r Z III III / MATERIAL -0 12F Al i I DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL f ' I p I III I� STAGING AREA xa ry1 - ___i_____ I II ! I I I RAYMOND JAMIESON, III J tr 4° t578 . - r----I I I I I STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING IN B I I II o la1 ! ! to III ! I I I I DB: 244 PG: 480 I Lp 15.15 O 4: CONC 14.7 ; 14.58 i ! THAT EASEMENT FOLLOWING ACCESS TO FACILITIES BY THE TOWN, SHALL BE I IIII .III / I - /I yo. s �-�' III I I i I AT THE EXPENSE OF THE OWNER. ' II I ►IIII E31 I w c_, 6ti _ n s- I I I Q '- ' > . 8• TURNDOWN -SIDEWALK - ♦ 1 1 1t. �, o _ _ I I I 4. - I-' �- 19 I I W z THE STORMWATER FACILITIES ARE THE RESPONSIBILITY OF THE PROPERTY 1L I I IIII I� so I Dry ,ice ,gB , \ \ Z I OWNERS. I I (IIII !III a ) 1h PROPOSED J °� �� DA 5 i - I 1/' �/ I O O I n I b 2' SF9.5A b • tz X' I j III / 0_ SPOT ELEVATIONS ALONG CURB AND SIDEWALK ARE TOP OF CURB AND TOP I 'h I I11 \ DA 1 F- s ASPHALT � � ; ��4ry I I .II� I I Q OF SIDEWALK ELEVATIONS. U CONSTRUCTION SCHEDULE: li I \\ " • ® 1' ! 111 1 J O ~ 1-PERMITS RECEIVED AND TO BEGIN CONSTRUCTION. E I I i III \ �? �' 4' FLAT BOTTOM GRASSED WATERWAY 4.1 SLOPES O 035E -0 .. ♦ ,ry' ! 11� ' a 2-INSTALL ALL EROSION CONTROL DEVICES. I II Ij11 \ .-..-..-..-.. - + ' �.' �,- II Ilj I Q O �.-..-, 3-INSTALL BUILDING PAD AND TEMPORARY OR PERMANENT UTILITY SERVICES OR CONDUIT. , I ! _� -�- ;. _ _�-...._..._ L_s_____. II I .. N W z 4-BEGIN ROUGH GRADING PARKING LOT AND DRIVEWAY. I I I /8 13' k- 3T� y2 a 3_ vb ! _� II 11� I W I..L 5-FOLLOWING CONSTRUCTION OF PARKING LOT, INSTALL A ROUGH GRADE OF STORMWATER W I \\ I!� !III s I A 6 �' �\ z z.o -� o I z ! 1�1 I 1 (" i = ). DETENTION FEATURES.III \ I A 6 I S\ ICI f Z LL 6-INSTALL STONE ON PARKING LOT TO FINAL GRADE. SSMH I / ! 11 IIII ��, �'\ SILT FENCE III 1 Z 7-UPON SITE STABILIZATION, INSTALL LANDSCAPING, REMOVE TEMPORARY DEVICES RIM: 13.06' \I JL.-.-.-.-.-.-.-.-.3o�.-..-. _ _ _ _ _ _ _ _ _ _ _ -i I I! o O p s s s s s s / in 1 I l.11 1,7 �. 3o'BUFFERYMD%.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. I I11 of I ' • O AND PROVIDE INSPECTION FOR PERMIT CONFORMANCE. 1 / I I \ \till /1 I II 1 I 1 1� U \ j Z ------�--- - +--------------------------------------- I / PROP SLF \ ` l� \\\-------------------------------------- \---------------------- t ------------ 20'UTILITY Ear ---------�------------------------------------------------------------------ I I t---- O (n DRAINAGE AREA 1: 0.26 ACRES I) / 1s \ A 6 �_,Zo__�__, I ICI j Z IMPERVIOUS: 0.24 ACRES / -------------- J// 13 El TB I\ITC NAIL ° \ \� LIMITS OF DISTURBANCE = SILT FENCE ELEc / LIMITS OF DISTURBANCE =SILT FENCE I II \� I W / ELEV:\13.2T - ___------.- 47■.4-------------- DRAINAGE AREA 2: 0.34 ACRES = _- _--===-(NAw 88) -\ _°---_--zz�- ---_--�_=-==w,�.- _ - =_-__- !Il.l J O �_ ss-_-->>-o-------cy -------==1-0== ____=_==_===-- -= --= ___E- _ /1 III J Nv Rt 1Q3T-/ 15'CYP - \ - ---=1L0------- --- '- :� _.g_= ----__ -----_--11.0-_--__ -J IMPERVIOUS: 0.32 ACRESLEGEND IrviL+-izo----=_____�'___- ts--=---- 1.0 =--- _ z '.= _=�=i1:o _-__- =__ �= _._ -_ == _.- _ _ - I_L�_L _ ,15- ____ __ ___ I W 12s- - --n-o _ _________ _� L -_--_-_----------- .--------- -12.&- - - - - -11.5 _2.D- - ------------11.5-==== a DRAINAGE AREA 3: 0.22 ACRES - END o1rcH -- -- ---- zs_ - --------------12.p______ MBL MINIMUM BUILDING LINE CLEANOUT------------------ _------- -- i =-- R/W RIGHT-OF-WAY IMPERVIOUS: 0.22 ACRES 8TEL TELEPHONE PEDESTAL -Z - - - - - - --izo- -OHE- OVERHEAD ELECTRIC LINE ISSUE DATE;6/22/09 -SS- SANITARY SEWER LINE S. R . 1336 - H A R VE Y POINT ROAD COC DRAINAGE AREA 4: 0.25 ACRES DRAWN BY: IMPERVIOUS: 0.24 ACRES ® SANITARY SEWER CLEANOUT 70' RIGHT OF WAY RSJ 0 SANITARY SEWER MANHOLE CHK D BY: -W- WATER LINE DRAINAGE AREA 4A: 0.08 ACRES CDWM WATER METER JOB NO. IMPERVIOUS: 0.00 ACRES WV WATER VALVE DWG. NAME: FH FIRE HYDRANT 1• = 3O' DRAINAGE AREA 48: 0.07 ACRES CMP CORRUGATED METAL PIPE---------------� W } T------------------------------------ SCALE: EXISTING TREELINE ¢ �------------------------------------------- I N/A kv IMPERVIOUS: 0.00 ACRES M TEMPORARY BENCHMARK 1 (, 3 I I HORIZ: -$-8 TEMPORARY SILT FENCE DRAINAGE AREA 5: 0.26 ACRES LOD LIMITS OF DISTURBANCE w(WLI I VERT: N/A IMPERVIOUS: 0.25 ACRES X PROPOSED SPOT ELEVATIONS 1 )S( EXISTING SPOT ELEVATIONS DRAINAGE AREA 5A: 0.15 ACRES b STORMWATER FLOW DIRECTION I O , DWG. NO IMPERVIOUS: 0.00 ACRES TEMP. ROCK SILT CHECK DAM TYPE B (n O (n I i 30 0 30 60 90 19 RIP RAP APRON DRAINAGE AREA 6: 2.37 ACRES TEMPORARY SEDIMENT TRAP I U ,0 ' C L/_ IMPERVIOUS: 0.05 ACRES I I ! Scale 1 1f = 30' SHEET 2 OF 4 ,M44, x o: 0 z 0 G SITE ti p0j')'T R0,1 O �NF Fn_ VICINITY MAP NOT TO SCALE PROPOSED REQUIRE TOTAL PLANTS EMU PROPERTY PARKING SYMBOL LItlE L9 0 3 9 � 30 6 0 1 ANTIN - SCHFQLILF ICE PIN OAK 'OUERCUS PALUSTRIS" PLANTING - MIN. 8' TALL, 2" CALIPER MATURITY - 60' TO 70' TALL. 60' SPREAD CREPE MYRTLE 'LAGERSTROEMIA X NATCHEY PLANTING - MIN. 6' TALL, 2" CALIPER MATURITY - 20' TO 30' TALL, 20' SPREAD 0 28 0 GLOSSY ABET A "ABEUA X GRANDIFLORA' PLANTING - MIN. 18' TALL MATURITY - MIN. 36" TALL AT 3 YEARS LANDSCAPER SMALL PRONOE PLANT CALIPERS BASED UPON T004 OF IERTFOR05 ORDINANCES 'STREET LANDSCAPING REQUIREMENTS i SHADE TREE PER 35 OF STREET FRONTAGE OR 1 ORNAMENTAL TREE PER 25 OF STREET FRONTAGE PROPERTY LIE 6UFFERYARD REWREMENTS (RIGHT SEE) - 2 SHADE TREES, SPACED MN W h MAX W, PER 100' - 3 ORNAMENTAL TRIES. SPACED MN T' & MAX 15, PER 11XY - 17 SHRUBS, SPACED EVENLY PER 1W YARNING LOT WNJSCAPNG REQUIREMENTS - 1 SHADE TREE OR 2 ORNAMENTAL TREES FOR EVERY 10 PARKING SPACES - NO PARKING SPACE TO RE MORE THAN 60' FROM A TREE - PLANTING AREAS SMALL HAVE MN. DIMENSION N ANY ONE ONEC11ON OF V NOTES: ALL DISTURBED AREAS NOT DESIGNATED AS STORMWATER TREATMENT DEVICE AREAS TO BE GRADED, PREPARED, FERTILIZED, LIMED, SEEDED AND MULCHED AS NECESSARY TO PROMOTE GERMINATION OF GRASS. WATERING TO BE BY TEMPORARY AREA HOSES. LANDSCAPING SHOWN IS REQUIRED PER THE TOWN OF HERTFORD'S ORDINANCE. OWNER MAY OPT TO INSTALL MORE LANDSCAPING THAN REQUIRED. LEGEND MBL MINIMUM BUILDING LINE R/W RIGHT—OF—WAY M TEL TELEPHONE PEDESTAL OLP LIGHT POLE -&FH FIRE HYDRANT %, I EXISTING TREELINE SSMH RIM: 12.97 JIa 1 a I �f a I �rI I .I ei i I NICOMMERCE CENTRE PROP W a STREET LIGHT TO BE 1 RELOCATED OUTSIDE OF THE PROPOSED DRIVEWAY y ---------- W } 1 l �WW O l IMF- I o 0 lr I () b Lo MILLER & VANESSENDELFT PROPERTY INVESTMENTS, LLC PC: 2; SL: 144; MAP 8 113i•1iT �L•1•S l/l�� CALL TOLL FREE 1-800-632-4949 NORTH CAROLIN, nNF rAII I I I I I I I I I I I I I I I I I I I I I I I II I II I II I . I II �I HERTFORD BASELINE DEVELOPMENT, LLC PC: 2; SL: 179; MAP 3 OVERFLOW FROM THE WET DETENTION POND SHALL BE CONSTRUCTED AND STABILIZED WITH SOD WITHIN 24 HOURS PERQUIMANS COMMERCE CENTRE PC: 2; SL: 49; MAP 3 5—DAY DRAWDOWN PIPE (4' PVC) RAYMOND JAMIESON, III DB: 244; PG: 480 Poo 30' BUFFERNYARD 'J L'' i ________ _ I ------- MITS OF DISTURBANCE .-.-.-.-.-. _.-.-....... .... . .............. —.--- L -- - S.R. 1336 — HARVEY POINT ROAD 70' RIGHT OF WAY •----------------------------T--------------------- — - — - — - — - I I I I I I 1 30 0 30 60 I i Scale 1" = 30' ER � a Z U N z o�� (n Z S Z Z W g 0: g S b � 5 Q a- ui 0 a J „gsa add E'M A9�5d �� t hkg '` a Step N68CL® IIIIIIIIII U 00 IIIIIIIIII Ilillll ., �WQ C00 4 f— W Z z �0 N Of rZ En J UJ=d" 11 F- (n w 0) U) Z W O r. �Z� �(n(n O Z 2C-4 WW0 U C.4F- ZZ� N Z ZJX W a N (n 3 �md Q W z J O o of a = U O 0 H Q H O OfZ 1cr_ W Z =F- 1= o Z z O F- Z W Q � J J_ 0r Ci c L Of W IL -- ISSUE DATE:6/22/09 DRAWN BY: CDC CHK'D BY: RSJ JOB NO. DWG. NAME: SCALE: 1' = 30' HORIZ: _N/A VERT.- N/A DWG. NO C 3 SHEET 3 OF 4 -{ 3' RADII 6' SLOPE: APPROX. i� 1/2- PER FT. o fn a L I- 2'-0' -I TYPICAL SPILL CURB NOT TO SCALE 6' 3' RADII EEPPROX. a FT. c a c f- 2'-0"-I TYPICAL CATCH CURB NOT TO SCALE CONSTRUCTION SEQUENCE 1. OBTAIN GRADING PERMIT. 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCING AND SEDIMENT BASINS AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. 3. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 4. INSTALL STORM SEWER (IF SHOWN) AND PROTECT INLETS WITH SILT FENCING, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTING BUILDING. 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, ETC. 6. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, ETC., AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. CONSTRUCTION 1. Construct the silt fence of standard strength or extra strength synthetic filter fabrics. 2. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the filter cloth only at a support post with overlap to the next post. 3. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts using heavy duty wire staples at least 1 inch long, or tie wires. Extend the wire mesh support to the bottom of the trench. 4. When a wire mesh support fence is used, space posts a maximum of 8 foot apart. Support posts should be driven securely into the ground to a minimum of 2 foot 5. Extra strength filter fabric with 6 foot post spacing does not require wire mesh support fence. Staple fence or wire the filter fabric directly to posts. OPERATION Inspect silt fences at least once a week and after each rainfall. Make any required repairs immediately. Should the fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Take care to avoid undermining the fence during cleanout. REMOVAL When contributing drainage areas have been properly stabilized, grade and stabilize the area disturbed by silt fence removal and cleanup. NOTE: RESERVED 1'-0'x1'-6'xO.08" ALUMINUM PARKING HANDICAPPED PARKING SIGN. SIGN TO READ 'RESERVED 13 PARKING' W/ IDENTIFICATION SYMBOL, BOLTED TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS. VAN NUTS, & WASHERS. (GS 20-37.6) BLt UMADDITIONAL 7TY SIGN 'VAN ACCESSIBLE' ADDITIONAL SIGN 'MAXIMUM PENALTY S250' (GS 20-37.6) 4X4 S.T. POST OR WALL MOUNT FINISHED GR/ COORDINATE WITH OWNER I - TOP OF BERM ELEV-12g IL_ lal u NOTE: HANDICAPPED PARKING SIGN SHALL CONFORM W/ CURRENT STATE & LOCAL CODES & REGULATIONS HANDICAPPED SIGN DETAIL NOT TO SCALE 12 GAUGE 4'Xe OR 2'Xe WELDED WARE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS ULTRAVIOET RESISTANT (BLACK) MIRIFI FABRIC OR EQUIVALENT SECURED TO WARE W/METAL CUPS OR WARE AT 8' OFF CENTER. MAX. SEDIMENT STORAGE LEVEL. REMOVE 1 SEDIMENT WHEN THIS LEVEL IS REACHED OR AS DIRECTED BY CONSERVATION INSPECTOR. 1 ***CAUTION *** N.C. ONE CALL UTILITY LOCATOR SERVICE 3 DAYS BEFORE DIGGING CALL TOLL FREE 1-800-632-4949 A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. •'• CAUTION ••" THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. NOTES: 1. TOTAL DRAINAGE AREA FLOWING TO SILT FENCE MAY NOT EXCEED 1 ACRE 2. SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS OR IN AREAS OF CONCENTRATED 8 O.C. MAX. I� 511 T ONCE 11 I I 0pGE WZ \ FLOW ON 5S FLOW / / TO INCREASE STORAGE CAPACITY AND PROLONG THE LIFE OF FLOW THE SILT FENCE, IT IS GENERALLY SHEET DRAINAGE (ONLY) ADVISABLE TO DIG A SEDIMENT PIT IN FRONT OF YOUR SILT FENCE WHENEVER POSSIBLE. NATURAL GRADE CARRY APPROX. 12' OF FABRIC INTO TRENCH, COVER W/SOL & TAMP BACKFILL. CARRY 6' OF WARE INTO TRENCH. METAL POSTS AT 10' O.C. MAX. DETAIL OF SILT FENCE NOT TO SCALE 4 ' PVC CAP WITH SCREW TIPE PLUG TO ABOVE 7OR POOL ELETo V.� S.g TIDE DECK 70 DRAIIDOVN TOP OF BERM 2xe SALT TREATED DECKING 4' PVC 70 8E SECURED TO ELEV-728' REQUIRED TEMPORARY STORAGE EIEV-11.8' 20 GIiOER OVERRUDIN /---7 1�1 aiv-110 Q PERMANENT POal. ELEV 10.9 s� 12' 4' PVC - ELEV-1as' N-tag DRAVDM 2xe LENGTH VA PVC CAP HODER ME 2' MIN LENCIII VANES 5' g 1 n I Ci BarrGM ' L SALT. -A TREATED POST PROVIDE A GROUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 30 CALENDAR 10' 10' la DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF ANY PHASE OF GRADING, AND, A 1Y Ir 12' PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 30•xIIO• CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR 40'x120' DEVELOPMENT. SIT 59. SEEDING TYPICAL POND SECTION A -A • FOR LAWNS AND ROADWAY SHOULDERS, DOUBLE RATE SHOWN. NOT TO SCALE SEEDING DATES SEED TYPE SEEDING RATE PER ACRE NOTE: FEBRUARY-MAY •TALL FESCUE 120 Iba -NO TREES OR SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF INLET OR OUTLET PIPES, OR MANMADE DRAINAGE PLANTMIG SCHEDULE FOR SHELF FOR PLANT ORDERS PLAN)482-5707 � �os OVEL_ KENTUCKY 31) FESTUCA ARUNDINANCEA) STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS SHRY PLANTS COW IN PLUGS THAT ARE 70 NMALL JUST LONG NAwtIM B -BELOW PERMANENT POOL ELEV. SPECIES WITH ROOTS THAT SEEK WATER, SHOULD BE AVOIDED A - ABOVE PERMANENT POOL ELEV. • JUNE-JULY TALL FESCUE 120 Iba WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES -ON-SITE I MATERIAL BE USED AS PLANTING MEDIA B - Pantedario oardata........_...Pideerdweed (epode shaped leaf w/ a big purple ap9La) KENTUCKY 31 2- N MINIMUM 2-YEAR WARRANTY PERIOD STIPULATING B - Soururus oemaua............-.Uzard's Tall (arrow -shaped leaf w/ long white fuzzy flower head) FESTUCA ARUNDINANCEA) RE REPLACEMENT. ACI]IENT. REQUIREMENTS FOR PLANT SURVIVAL B - Clodium jnmaicense»................Saw Gross (tail course grasslike w/ sharp leaf margins, brown flows dusters) + -LANDSCAPE CONTRACTOR IS TO REFER TO ALL E B - Iris virgin'roe... _... ...... _..... ........ Southe n Blue Flag (native blue iris) BROWN TOP MILLET 25 Iba REQUIREMENTS OF NCDENR STORMWATER BMP MANUAL B - Zaaniopsis miliace_._...........Giant Cutgrass (aka Southern Wild Rice; tail grass w/ seeds an nodding branches) (SETARIA PANICUN) ADHERED TO V1R JULY 2007 (REV.9-28-07) B - Sparganium amerieasnum._-Eastem or Lesser Bur -reed (up to 3' h grass -like, tiny whitish ball -shaped flowers) an SORGHUM-SUDAN HYBRID 25 Iba -IN SHALLOW ZONES. MINIMUM .MIX OF PLANTS - 4 SPECIES WITH NO ONE SPECIES MORI THAN 30S BY NUMBER B - Aaorlft Cdafwra. ____....._.......Sweet Flag A - Mordllo Csifsa ............._„....Wax Myrtle (SORGHUM-SUDANESE) A - Sanbucus Canandensis....-Elderberry, Bush A - Comus Soemina_._._............ _.... Dogwood AUGUST-OCTOBER • TALL FESCUE 120 Iba PLANTING DENSITY A - Saccharin hdknifdia......-_ -Groundsel Bush (shrub some locals call 'water bush') KENTUCKY 31) TOP OF SHELF TO PERMANENT POOL ELEV. TOP BERkWI2s• FESTUCA ARUNDINANCEA) SHRUBS - 1 PLANT O 4.0'INTERVALS 1 STEM / 20 S.F. ABOVE PP NOVEMBER-JANUARY ' TALL FESCUE 120 Iba PLANTS - 1 PLANT O 1.W INTERVALS ELEVATION RKENTUCKY 31) 1 STEM / 1 SF. ELEV.-II.3' BELOW ' STUCA ARUNDINANCEA) PERMANENT POOL ELEV. TO BOTTOM OF SHELF II ELEVATION 1 STEM / 4 S.F. 10 PERNMENT Pea ELEV.-lag SHOULD THE DEVELOPER PREFER A BERMUDA GRASS GROUND COVER, ELEV.-IaS THE FOLLOWING MIXTURE SHALL BE USED: VEGETATED SHELF DETAIL 10.0' SEEDING DATES SEED TYPE SEEDING RATE PER ACRE NOT TO SCALE APRIL-SEPTEMBER COMMON BERMUDA GRASS 10 Iba T-O' (CYNODU)N DACTYLON) + 2'-0" V- ' L 2'-6' 2'-6' 1'-0" SEAL HOLES 9' WEEPING LOVEGRASS 4 Iba (ERDGROSTIS CURUULA) MIN. 1 1/2' CHAMFER WITH CONCRETE 6" 1 1/2' CHAMFER OCTOBER-MARCH COMMON BERMUDA GRASS 10 lbe. .. ... ... • ... .., ... .,.... .. .. _..:....<... ,~4 2-#3 BARS (DNHULLED) ;:u'C ', ''':'C` ':.? 's^)y..:'A!r �)I^ .,:r.'C t�ii }+,• _- :;i:e •`�• (CYNODUN DACTYLON) 0 0 0 0 6' ABC o o o O o MATERIALS 1. Use a synthetic filter fabric or o pervious sheet of polypropylene, nylon, polyester, or polyethylene yam, which is certified by the manufacturer or supplier as conforming to the following requirements: PHYSICAL PROPERTY Filtering Efficiency REQUIREMENTS 85% (min.) Tensile Strength at Standard Strength- 20S (max.) Elongation 30 Ib/lin in (min.) Extra strength- 50 lb/in in (min.) Slurry now Rate 0.3 gal/sq ft/min (min.) 2" ASPHALT D O p 6' ABC BASE O FINCRETE o Q) o Q l7 FLUSH CONCRETE AT DRIVE THRU 50' NOT TO SCALE /_2' SF9.5A =l 11-1 I I' ' 1 1' '' 1 11' I I I-i 11-1 11-1 6' CABC FULLY COMPACTED AND APPROVED SUBGRADE TYPICAL ASPHALT SECTION NOT TO SCALE TYPICAL 3' OR 4' FLAT BOTTOM GRASSED WATERWAY CROSS SECTION NOT TO SCALE Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0' to 120' F. 2. Ensure that posts for silt fences are either 4 inch diameter pine or 2 inch diameter oak with a minimum length of 5 foot or 1.33 IbAinear foot steel with a minimum length of 4 foot. Steel post shall have projections to facilitate fastening the fabric. 3. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a maximum mesh spacing of 6 inches. OUT-1a3' 8.0' POND OVERFLOW -MIN. 30' LONG NOT TO SCALE 10' } 6 17' GENERAL NOTES; THE ENGINEER MAY DIRECT THE OPTION OF CLASS 'A' STONE FOR SITES HAVING LESS THAN ONE (1) ACRE DRAINAGE AREA AND A DITCH GRADE LESS THAN 3X -SEDIMENT CONTROL STONE SHALL BE NO. 5 OR 57 STONE 6' m a d. 1 d .�.is w3000 PSI CONCRETE CONCRETE FLUME DETAIL NOT TO SCALE FLOW DIRECTIONS TOP OF DITCH SLOPE V MIN. GEM 12" THICK SEDIMENT 4.5' FRONT ELEVATION CONTROL STONE TEMPORARY ROCK SILT CHECK DAM NOT TO SCALE FOREBAY I TOP OF BERM I ELEV-12.8' POND REQUIRED TEMPORARY STORAGE ELEY 11.8' REDUSIED ARY ST ELEV-11.g 1' PERMANENT POOL ELEV-10.B• J1 OVERFLOW ELEV-Rae' ELE l0$ 0 1 yZy BOTTOLI SHELF ELiV-ia3' z 7PERMA7NENTPOOL BOTTOM OF 25 _ FOREBAY 2 ELEV-7.8• �- 15'x2a' --I 25•x36' 2Yx4O' 31'x44' TYPICAL FOREBAY DIKE B-B NOT TO SCALE PLAN VIEW SECTION VIEW CLASS B RIP RAP LEVEL SPREADER APRON AT FLUMES NOT TO SCALE 6' ABC RBS GRASSED v� 12 N• I WATERWAY o BOTTOM OF 6 6"-CLASS B RIP RAP o o l GRASSED WATERWAY 1'-CLASS B RIP RAP MATH o I #57 STONE FILLER S TO BE 1/2" DIA. RODS A. A. I 6'-#57 STONE THRU 2'-0" LONG 'T PLAN VIEW SECTION VIEW SECTION CLASS B RIP RAP LEVEL DETAIL SPREADER APRON AT FOREBAY NOT TO SCALE SEDIMENTRAGE -5.O3' FORM OIiB SEC70S W/ SID. QIRII FORMS Qy6'/ ft. Q o Corrc, gab o - 2' ASPHALT a 0 6' AB(FBASE . o o o o a o 1Y 6 x 6 10110 W10 EIPANSION , TURN DOWN SIDEWALK NOT TO SCALE CARRY RIP -RAP UP TOP OF BERM SIDES OF SPILLWAY 1' MIN TOP ELEVATION OF STORM WATER F O FLOOD ST AGE ZONE 1' -,!"` 000 SEDIMENT STORAGE ZONE 4 MIN ," 0 0 0 0 0 3' (TOTAL BASIN CAPACITY 0 0 0 0 0 0 1.5' - /5 WASHED MAXIMUM LEVEL OF MAX. SEDIMENT D PTH STONE SEDIMENT COLLECTED CLEAN BASIN WHEN 15' MIN. 1' 8' MIN. - THIS LEVEL IS REACHED MIN. SECTION THRU BASIN & FILTER NO SCALE CARRY RIP -RAP UP SIDES OF SPILLWAY 10' MIN. 1' MIN. FREEBOARD 3' MIN. PERSPECTIVE VIEW 7' APPROX. -{ NO SCALE -SECTION BERM &FILAR NO SCALE TEMPORARY SEDIMENT TRAP NOT TO SCALE /1 RIP-RAI /5 WASHED STONE 3' MIN. RIP -RAP V J Q Ld (IIIIIIIII Z 0) I�II�IIII) 00 W Z Z F-0Orn Q (n I (� CCLLJ a F- in fnW1T W O Z �. WZ04 cncn� O L0 Z z� WW� U N� N W Z J W (LN NN� L.L =i Q Ld L 0 Q Lli L_ W _J L ISSUE DATE:6 22 DRAWN BY: CDC CHWD BY: RSA JOB NO. DWG. NAME: SCALE: 1' = 30' HORIZ: /A VERT. N/A DWG. NO C4 SHEET 4 OF 4 Q Z J Q U 0 _ I � O� O Z W W Z O Z O Z U 0 (n Z CY of