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Home My WebLink AboutSW7120112_APPROVED PLANS_20120215STORMWATER. DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. I SW%l�� DOC TYPE I ❑ CURRENT PERMIT LWAPPROVED PLANS r, ❑ HISTORICAL FILE DOC DATE YYYYMMDD .il _ .. .. i . ... _- _� . .S . a I ._l. f.. _1 . --i i JL, ..1: -11 _A�4_ I_ -1 A S _ _. i _' 2. - I IAL-' .2,1! fJ_�i_?1, GENERAL NOTES: 1. THIS SITE SHALL BE SERVED BY PUBLIC SEWER AND WATER SYSTEMS OF THE CITY OF WASHINGTON DEPARTMENT OF PUBLIC UTILITIES. ONLY DEPARTMENT PERSONNEL ARE AUTHORIZED TO OPERATE VALVES ON EXISTING WATER MAIN. 2. ALL COMPONENTS OF THE WATER DISTRIBUTION AND SANITARY SEWER SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF WASHINGTON DEPARTMENT OF PUBLIC WORKS, DIVISION OF WATER DISTRIBUTION, WATER & SEWER SPECIFICATIONS, TYPICAL STANDARDS, DETAILS AND SECTIONS. THE CONTRACTOR SHALL USE ONLY NEW MATERIALS, PARTS, AND PRODUCTS ON ALL PROJECTS. ALL MATERIALS SHALL BE STORED SO AS TO ASSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK. 3. NOT ALL UNDERGROUND AND OVERHEAD UTILITIES ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ANY ENCOUNTERED. CONTACT "NORTH CAROLINA 811" (AT 811 OR 1-800-632-4949) 48 HOURS PRIOR TO ANY EXCAVATION OR DEMOLITION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF CONSTRUCTION EFFORTS WITH APPROPRIATE POWER, APPROPRIATE CABLE AND THE TELEPHONE COMPANIES AND OTHERS THAT MAY BE REQUIRED. 5. BENCH MARK: IRON PIPE FOUND (NAVD 1988 DATUM ELEV=13.98') 6. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO ALL SITE CONDITIONS PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONSTRUCTION STAKEOUT THAT MAY BE REQUIRED FOR THIS CONTRACT. 8. THE CONTRACTOR SHALL DO SUCH OVERLOT GRADING TO PRECLUDE PONDING OF WATER NEXT TO BUILDINGS OR ROADWAY. 9. ANY ERRORS, CONFLICTS OR DISCREPANCIES IN THE PLAN SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH WORK. 10. CONTRACTOR SHALL ESTABLISH AND MAINTAIN POSITIVE DRAINAGE AND EROSION CONTROL THROUGHOUT CONSTRUCTION. 11. USE SELECT MATERIALS FOR FILL AND BACKFILL UNDER PAVEMENT, FOOTINGS AND STRUCTURES. 12. ALL FILL AND BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8" IN THICKNESS AND COMPACTED TO 95% OF MAXIMUM DENSITY AS PER ASTM D-698. 13. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE EXCAVATED AND THE AREAS BACKFILLED WITH APPROVED SUITABLE MATERIAL. THE CONTRACTOR SHALL NOTIFY THE OWNER UPON DISCOVERY OF THE UNSUITABLE MATERIALS. CONCURRENCE OF THE OWNER SHALL BE OBTAINED BEFORE PROCEEDING. 14. ALL PROPOSED UTILITIES SHALL BE PLACED UNDERGROUND. 15. ALL PARKING SPACES ARE TO BE PROVIDED WITH 4-INCH WHITE PAINTED STRIPING. ,6. SETBACKS (B-2) FRONT 50' SIDE 29 REAR 20' 17. SANITARY SERVICES WILL BE PROVIDED BY CITY OF WASHINGTON. 18. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON EXISTING ROADWAYS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS. 19. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS RELATED TO TEMPORARY AND PERMANENT TRAFFIC CONTROL (PAVEMENT MARKINGS, SIGNAGE, SIGNALIZATION, TRAFFIC BARRIERS, FLAGGERS, ETC.). 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING DUST, DIRT, DEBRIS AND MUD FROM ENTERING ALL ROADWAYS. IF GUST, DIRT, DEBRIS AND/OR MUD HAPPEN TO OVERRIDE PREVENTION MEASURES AND ENTER THE ROADWAY, OR SIDEWALK, THE CONTRACTOR SHALL BE REQUIRED TO CLEAN THE ROADWAY OR SIDEWALK AS SOON AS POSSIBLE, AT HIS/HER EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELIMINATION OF DUST IN THE AIR BY REQUIRED WATERING OF THE GROUND AS NEEDED. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING SILT AND DEBRIS OUT OF THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION AND SHALL CLEAN THE SYSTEM THOROUGHLY, AT THE CONTRACTOR'S EXPENSE, PRIOR TO FINAL ACCEPTANCE BY THE CITY. 22, IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY WORK WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK. 23. THE CONTRACTOR SHALL NOTE THAT IN CASE OF DISCREPANCY BETWEEN THE SCALED AND FIGURED DIMENSIONS SHOWN ON THESE DRAWINGS, THE FIGURED DIMENSIONS SHALL GOVERN. 24. SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AS SHOWN ON THESE PLANS AND LEFT IN PLACE UNTIL SUCH TIME AS THE CONTRIBUTING AREAS ARE STABILIZED AND REMOVED ONLY AFTER THE APPROVAL OF THE SEDIMENT CONTROL INSPECTOR. 25. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL APPLICABLE LOCAL, COUNTY, STATE OR FEDERAL PERMITS NECESSARY TO COMPLETE THE WORK SHOWN HEREIN HAVE BEEN OBTAINED PRIOR TO BEGINNING WORK. 26. ANY NECESSARY ADJUSTMENTS TO EXISTING MANHOLES, VALVE BOXES, ETC., ARE TO BE DONE SO BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING FENCES, DRIVEWAYS, SIGNS, DRAINAGE PIPES, MAILBOXES, SHRUBS, TREES, ETC. DAMAGED OR REMOVED DURING CONSTRUCTION. ALL DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER. RESOURCES: PLANNING AND ZONING ZONING ADMINISTRATOR JOHN RODMAN - PLANNING DIRECTOR 102 EAST SECOND STREET WASHINGTON, NC. 27889 PH: 252-975-9384 PARKING. SIGNAGE, LANDSCAPING GLENN MOORE - PLANNING ADMINISTRATOR 102 EAST SECOND STREET WASHINGTON, NC. 27889 PH: 252-975-9317 HIGHWAY DEPARTMENT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION WOODY JARVIS - DISTRICT ENGINEER 1701 WEST FIFTH STREET WASHINGTON, NC. 27889 PH: 252-946-3689 UTILITIES WATER AND SEWER CITY OF WASHINGTON ALLEN LEWIS - PUBLIC WORKS DIRECTOR 102 EAST SECOND STREET WASHINGTON, NC. 27889 PH: 252-975-9302 ELECTRICAL POWER WASHINGTON ELECTRIC UTILITIES KEITH HARDT - DIRECTOR 102 EAST SECOND STREET WASHINGTON, NC. 27889 PH: 252-975-9313 BUILDING CODES CITY OF WASHINGTON WAYNE HARRELL - CHIEF BUILDING OFFICIAL 102 EAST SECOND STREET WASHINGTON, NC. 27889 PH: 252-975-9304 SITE PLAN i ��GHARB��of�- E� THfCKEU�<«c CITY OF WASHINGTON BEAUFORT COUNTY, NORTH CAROLINA "TRANTERS CREEK RIVER BASIN" 'RANTERS CREEK STR M CLASS: C. SW, NSW PROJECT LOCATION LA71111DE 35'35'01" N LONGITWE 77'0538" W VICINITY MAP `"-• 111 Q ORIGINAL SUBMITTAL DATE: 11/16/11 Q INDEX OF SHEETS: SHEET NO. SHEET DESCRIPTION 1 COVER SHEET 2 EXISTING SITE CONDITIONS, ENVIRONMENTAL INVENTORY AND DEMOLITION PLAN 3 SITE LAYOUT PLAN 4 UTILITY PLAN 5 EROSION AND SEDIMENT CONTROL PLAN 6 GRADING AND DRAINAGE PLAN 7 LANDSCAPING PLAN 8 STORMWATER WETLANDS PLANTING PLAN 9 NOTES AND DETAILS 10 NOTES AND DETAILS 11 NOTES AND DETAILS 12 PRE -DEVELOPMENT DRAINAGE AREA MAP 13 POST -DEVELOPMENT DRAINAGE AREA MAP CONTRACT PURCHASER/DEVELOPER INFORMATION: BODDIE-NOELL ENTERPRISES, INC. CONTACT: TOM MCCLANAHAN P.O. BOX 1908 ROCKY MOUNT, NC 27802-1908 PHONE NO.: (540) 314-6117 VOICE MAIL; (252) 937-2800 EXT. 6016 SITE DATA: GPIN#: ZONING: PROPOSED USE: BUILDING HEIGHT: PROJECT LIMITS: GPIN 5667-62-5639 B-2 RESTAURANT WITH DRIVE=.-THRU 23' 11,289 S.F.t, 2.55 AC.t TOTAL ON -SITE �� W t " IMPERVIOUS AREA: 58,161 S.F.t, 1.34 AC.t at fb 0(at TOTAL DISTURBED AREA: 123,406 S.F.t, 2.83 AC.t (INCLUDES OFF -SITE) 0 & at IL FLOOD HAZARD MAP: THIS PROPERTY LIES ENTIRELY IN ZONE "Xw PER F.I-R.M. FOR CITY OF WASHINGTON, NORTH CAROLINA FIRM #3720566700K, DATED JANUARY 2, 2004 . PARKING REQUIRED: RESTAURANT: DRIVE-THRU: LOADING SPACES: PARKING PROVIDED: REGULAR SPACES: RV SPACES: H/C SPACES: STACKING: LOADING SPACES: 1 SPACE PER 4 SEATS PLUS 1 PER EMPLOYEE ON LARGEST SHIFT 72 SEATS / 4 = 18 SPACES + 8 EMPLOYEE SPACES = 26 SPACES 11 STACKING SPACES 1 PER 5,000 S.F. OF FLOORAREA STORM ATI:p 3,063 S.F.15,000 = 1 SPACE APPROVE,) 2,,WtPACES MANA-' lNA SN 'rR ,pF I' ' C�bf/v�ta: �r 9 SPACES a 3 SPACES 11 SPACES 1 SPACE CONTACT PERSON RESPONSIBLE FOR E&S MAINTENANCE: BODDIE-NOELL ENTERPRISES, INC. CONTACT: TOM MCCLANAHAN P.O. BOX 1908 ROCKY MOUNT, NC 27802-1908 PHONE NO.: (540) 314-6117 VOICE MAIL: (252) 937-2800 EXT. 6016 .4 a >, J Z w U z � O H a O J F a � W c a g n ? a m J N ❑ Z w w � Z J Q a a � m r ❑ 0 m ,��ti I}Irlrrr��i C y z�_�_ 2�1=.�y FYI 8 m C a a L p Clp J O q •� Z p z O U z z LLI LL O O U ® U O .� LL to Project Contacts: LMP Project Number. G9536-00 Scale: AS NOTED Date: 11/16/11 Sheet Title: COVER SHEET Sheet Number 1 SIGN PEACE__-� q WATER METER WATER METER OHOHE CHAPEL CHURCH E 13.42 BC OHE OHE 0 - OHE E 6" FORCE MAIN 13.41 BC �''-'--_ � 16' D.I.P. WATER MAIN IC IUP=72.09 N - -- 13.22 BC - .:1337 BC INV=9.39 - - CONCRETE ENTRANCE `13.01 BC 13.12 BC T/Tg T/Tg APRON 13.55 SAN CO IPF BENT 13.59 / OHE W - 13.76 BC FIRE HYDRANT OHE 14.51 OHE 11 IGN SPEED LIMIT 50 .. ,. L" WATER LINE PER \ \\ Y PLAN BY NCDOT \ YELLOW PAINT SKIP MARKING WHITE PAINT SOLID MARKING OWSAN MH -V1/ ........... .. ._._. W .. .__ _......._.. _.'S�. \\ �_.. - ...WHIT11 E PAINT SKIP MARKING CONCRETE APRON RIM= 14.26 TO BE REMOVED INV= 5.82 16" GRAVITY SAN SEIIER \\ 3.65 BC 13.80 C - _. ,_ 14.49 BC \\ 01, ff + -T�Tg 14.06 BC. 14.29 BC T/Tg I TO DI T P-14.15 - 13.46 BC _S S $ S .S T S Tg T/Tg T/T9 --- -- --- --- --- ___ ___--_��_�� _ ___ _ _�� ___ 'IP B 67IC S4154'06"E 370.20' 14 Bge SIM DI GRATE 3.34 BC _ _ _ TOP=1310 14 _ INV= 10.63 .68 BC _ `= POWER POLE(TYP) ` "- 14$) TEMPORARY _ _._.- __. _�-._ ...._: j _ -- BENCH MARK REMOVE PAVEMENT/CONCRETE 9 BC 14IRON PIPE FOUND.67 BC r.._ UNDERGROUND ELEV=13.98' AND CONCRETE CURB -_. _. _ _ 484 BC GUY TELECOMMUNICATION AS NECESSARY FOR NEW CONCRETE I WIRE LINE(TYP) STORM PIPE INSTALLATION CURB (TYP) I I TO I TO BE REMOVED EDGE OF I - ._- GPIN# 5667-62-3030 PAVEMENT (TYP) 4* 6"CEDAR N/F TO BE REMOVED OKEN TAYLOR OIL COMPANY CONCRETE PADS LIGHT POLE LIGHT POLE BR OF WASHINGTON NC TO BE REMOVED TO BE REMOVED TO BE REMOVED I W BC LIM 15- 14.93 BC 1 1 -S ` 1Y SAIMH RIM- 14.26 INV= 5.26 �c Oro +'"90 D.B. 1084, PG. 0481 GPIN# 5667-62-7575 PC E-SLIDE 74-6 4.72 BC ._ _. _ LIGHT POLE N/F PC E SLIDE 78-10 GPIN# 5667-62-2887 N/F BELW)E PROPERTIES LLC D.B. 1431, PG. 0699 PC E SLIDE 78-10 TO BE REMOVED AL TON L. GRIFFIN & Tab x B'PINE JUDY GRIFFIN TO BE REMOVED D.B. 1681, PG. 746 PC H SLIDE 35-3 - APPROXIMATE LOCA7IQN_ f CONCR E 10"PINEOF / TEMOVED , / M BE R TO BE RTO BE REMOVED / _.. 10 x / MI � N h WOOD FENCE \L LIGHT POLE - - � x - _^ TO BE REMOVEDI 2 O PORTION OF wooD FENCE GPIN# 5667-62-5639 x N/F 11.10 PF --- X --- X --- --- HERBERT A. PERRY T10, PG. 43044 111,289 SF. 2 i 2.55 AC.' CHA4V LINK ATE THERE ARE NO WETLAND' FEncE (TYP) AREAS LOCATED WITHIN THE - 8"CEDAR BOUNDARY ON THIS PARCEL = TO BE REMOVED ELECTRICAL OUTLETS LIGHT POLE ON WOOD POST - = x �TO BE REMOVED TO BE REMOVED 10.22 LIGHT POLE - 936 Q WADER METER TO BE REMOVED \ _ _ _ _ - \ = x GPIN# 5667-62-6483 9., c 7� 14 _ CENTERLINE N/I - - \ \ RANDY IJAD77AI HOWARD & SOIL CHARACTERISTICS - BEAUFORT COUNTY, NC EROSION SOILS SOIL NAME HYDROLOGIC SOIL GROUP TYPICAL SLOPES FACTOR (Kw) WH EROSION FACTOR NO. SOIL Sb SEABROOK LOAMY SAND C 0-2% 0.10 5 TaB TARBORO SAND, 0 TO 5 PERCENT SLOPES A 0-5% 0.10 5 TO TOMOTLEY FINE SANDY LOAM B/0 0-1% 0.20 5 INFORMATION TAKEN FROM USDA NATURAL RESOURCES CONSERVATION SERVICE, SURVEY AREA VERSION: 10, SURVEY AREA VERSION DATED: JUNE 29. 2009. SOIL SUSCEPTIBILITY TO EROSION CLASSIFICATION (K) 0.23 AND LOWER - LOW ERODIBILITY 0.23 TO 0.36 - MODERATE ERODIBILITY 0.36 AND UP - HIGH ERODIBILITY THE MAP SHOWN IS A 'BEST FIT MODEL' OF THE SCS MAPS MATH EXISTING BASE INFORMATION. "- DITCH (TYP) MILDRED JACOBS HOWARD \ \ I D.B. 1563, PG. 962 7 \ \ PC H SLIDE 35-3 12 \\\\ 2ROAPHIC SCAO' 20' 40' - 15' DRAINAGE \ \ \ EASEMENT PC E SLIDE 78-10 _ \ \ \ \ \ \ I li SCALE: 1" = 20 DITCH (TYP) PF 0 H E OH OHE OHE \ \ \ INV= 8.60 TELECOMM BOX OHE OHE \ IPF �2 �iiEx _ ... .fir, sa.._ _ _ _. 1 .. 1.71 T N4138'53"W 370.„ z 29'- - . 7 �� 11 n - _ �. 1012 - - - - - - - . -„ +1315.., _. _.... +•3. 0 "-_ -.:.. 1 -+1308 _. �---- ::-+13.02..._. --- -- `,+f3.11_.. _ . : _.. +1310: :.- - +13.12 -- \\ -.. +1329 PERPETUAL �\\ PAVED P AND G LANE EASEMENT GE OF & GRAVEL ROAD (TIP) 601 PRIVATE R/W 12 PRIVATE RIGHT-OF-WAY \\ RC- D.B. 754, PG. 247 \\f _. - 13 \� +13.17 ... ....- -_ `113-00--_ - . _+.13..D5.. _. _. -.-:.: +12.97 +i296� - ..... +1315 _ _ \ _.... +13.21 1 a � r mm a a w z z WZ 0 wc a 0 w a Z W N d S N ~ W Z w a a a 3 N N O a N O O 0 'm m N0 � o.7 c > MpoC? E! m 35 °;, s, L3 C > ! M.`- ffi U u m C - 7 0 ZSza m C�a W 5 m co '> W w z ci C7 z w - z N 9 J 0 z o U x" a _1 a QD J Q Z U z g� o =0 W�so 3 o U) U U 0 U LL Project Contacts: LMP Project Number: G9536-00 Scale: Date: 1"=20' 11/16/11 Sheet Title: EXISTING SITE CONDITIONS, ENVIRONMENTAL INVENTORY AND DEMOLITION PLAN Sheet Number 2 SIGN PEACE WATER METER WATER METER CHAPEL CHURCH OHE OHE OHE OHE OHE OHE 16" D.I.P. WATER MAIN 6 FORCE MAIN FM FM - FM FM - FM w w w =�1 w w w WHITE PAINT SKIP MARKING � OHE w — 2" STEEL GAS LINE PER HIGHWAY PLAN BY NCDOT WHITE PAINT SOLID MARKING -' " - APPROXIMATE � WEST 5TH STREET '�" _ OF ROAD YELLOW PAINT MARKING _.- 0 DOUBLE M G U.S. RT" #264 _. 6 FORCE MAIN YELLOW PAINT DOUBLE MARKING v WHITE PAINT NT SKIP &SOLID MARKING _ 14 WATER LINE PER HIGH WAY'PLAN. BY NCDOT -14 - WHITE PAINT SKIP MARKING WHITE PAINT SKIP MARKING 4 WHITE MINI -SKIPS EDGE of ` -- _ W MH sTM Dr RIGHT TURN ARROW PYLON SI[SAN_ UNDERGROUND ' PAVEMENT (TYP) - INV= 14.26 TELECOMMUNICATION rQP= r2. as WITH 2 LENGTH AND - 4 SOLID WHITE LINE (25 MAX. HEIGHT 200 SF. INV=9.39 4! SPACING - 51GN AREA PER SIDE) LINE(TYP) t� CONCRETE ENTRANCE f r• f _ �. s r_ s r APRON �OF`%��f.% CONCRETE CURB (TYP) G P I N# 5667-62-3030 N/F TAYLOR OIL COMPANY OF WASHINGTON NC D. B. 1084, PG. 0481 PC E-SLIDE 74-6 PC E SLIDE 78-10 CAR WASH 20' SIDE YARD BUILDING SETBACK N L I� ko d C}- 10' LANDSCAPE BUFFER (TYP.) 6" CONCRETE CURB (TYP.) ---6 CONCRETE — CURB �•)— r FIRE HYD -- OHE OHE V } 4 .. w w w SIGN SPEED LIMIT 50 \ \\ WHITE PAINT SKIP MARKING \ \ WHITE PAINT SOLID MARKING ! 15- ` \ YELLOW PAINT SKIP MARKING ` _ .._.� ..... YELLOW PAINT SKIP MARKING \\ WHITE PAINT SOLID MARKING \ \ _ JI 4 .WHI MINI -SKIPS -14' F \ \ WHITE PAINT SKIP MARKING WITH :t 'LENfv1`H--,AND 16" GRAVITY \\ \ \ CONCRETE CURB SPACING SAN SEWER \\ ..._. & GUTTER(TYP) iy_ 7, '_. T/Tg STM Of TOP=14.15 �15� S S 5 1P A STY D! GRATE TOP=13.10 SAN MH - W� W I�IUTCD R1-1 307 STOP SIGN IN v 10, 63 RIM= 14.26 INV= 5.26 WPORARY . B52� d_ 11 fIVCH MARK Y F j ljY�#ll�i wt�#rRs� 4i1�l:RJl�a 7ftll ■IftiFl,Yy I&4 REGULAR Rai i Is AS--Q I SPACES AND 3 0 NCO ?poi A G P I N# 5667-62-7575 N/F 1 AL TON L. GRIFFIN & 1 JUDY GRIFFIN 1 D.B. 1681, PG 746 1 PC H SLIDE 35-3 6" CONCRETE / CURB (TYP.) ^h =_:1 ROUTE 264 TARN LANE SECTION DAL11LE ABRASIVE 6x6 QUARRY TILE ' POO TEMPEST GRAY DRWNA _.:. . �. SEE DETAIL G P I N# 5667-62-2887 j TP \ \ _ x SEE S17E N/F 1 _ i _._ d1 su Rv n roLIGHTIe lT�n 1 \ �= =- a - I en' cinr VADIM EL- IYIUTCD1: R1-1 300 ------------ --- - --------------------_-_____------ ------- --- --- � CENTERLINE - €€ STOP SIGN ;; YEli�1N � vA v v DITCH (rYP) I a--_. - .:: \ INV. 8.60 ELE M BOX OHE OHE OHE PF OHE - E C11 OHE s :: OHE OHE ; --- ---. - . > - ... S4153 23 E 197.44 DITCH - _ - .._ _ _w..._� �,: �: .... - 1 - - - - 1 (TYP) _ ... % 1.7 --- 71- I2 .t �i 6 2 —+4$- �1;:�R.�, - —� r0 Z� -- „ W: .. 12 - __....... - _ ,::.. ..::._. - � 24 SOLID WHITE ._' _ :._:. ' .''- + 13.10 .... 13 _- _+ �3:12- \\ EDGE OF PAVED 15' DRAINAGE P AND G LANE 20� REAR YARD 60' PERPETUAL \\ & GRAVEL ROAD (TYP) EASEMENT PC E SLIDE 78-10 STOP BAR 60' P R I VAT E RIW BUILDING SETBACK EASEMENT OF PRIVATE RIGHT-OF-WAY \\ /-12 RCP D.B. 754, PG. 247 \\`/ +12.94 . -;.:; ... ,, - +1� fX} _ - - ...... - ... _.._ �.._. _.� _ :. *�,3.0 3 - _ .._ _ - 1 + 12 97 12 96 ] .+ .. ...... .... \\, 3. + 13: ]$ +=13:1 t GRAVEL +13.32 _ \ 12 rnirnnnirc•- IL Z W Z wo m a oIL a M O 0 o - w Z J W a � Z w 2 w W a z Q a a y � o s _ Cn Ln rn z U- a � o 11i c N Co N C d NT @ N E 8 O 41 o (Da LL ca �C l0 w w C Z 0 a Z W — C4 Z w 1-- f9 J � o . Z CL U s a z Q Qo 0 a a Z p Z O U z 0 z M w a. LU u- LL o U U ir O •a;j u_ a uml Project Contacts: LMP Project Number: G9536-00 Scale:- Date: 1 "-20' 11/16/11 Sheet Title: SITE LAYOUT PLAN Sheet Number 3 Ir ' , r. _ i r II •i ut ;�1.� Z ,7=t`. L. '•r 11 .,•Pi. r��: f, ,.r r: id�'r i,.f ■ FIRE HYD }4 OHE OHE w w A= SIGN SPEED LIMIT 50 w SIGN PEACE WATER METER CHAPEL CHURCH OHE OHE OHE OHE WATER METER OHE 16" D.I.P. WATER MAIN OHE 6" FORCE MAIN OHE OHE - _ FM FM FM FM FM - FM w w —w w w w- w w w w LEGEND I CURB & GUTTER ' CONCRETE LIGHT PAVEMENT SECTION HEAVY PAVEMENT SECTION f . �.% ROUTE 264 TURN LANE SECTION DALTILE ABRASIVE 6x6 QUARRY TILE OQ44 TEMPEST GRAY G P I N # 5667-62-3030 N/F TA YLOR OIL COMPANY OF WASHINGTON NC D. B. 1084, PG. 0481 PC E—SLIDE 74-6 PC E SLIDE 78-10 G P I N# 5667-62-2887 N/F BEL WE PROPER77ES LLC D.B. 1431, PG. 0699 PC E SLIDE 78-10 � C13.85 a CQ 1,) Hue r U L JLlVL , v— I v % 1.w —.. Jf knwv l J 1 u. oamw) - - - — — -- - - — wMAL 1 L L LRUNALL CLASS B RIPRAP CLASS "B RIPRAP D.B. 754, PG. 247 \\—�12N RCP TOP=125O � NCDOT STD. 836.05 s2' — GRASS 'vEE' DITCHJ 6 0 P R I VAT E R/W I (7.5 Xa3) \\ INV=1O.10 --. _ . _ ` .. 13 .. +1297 + + 1334 O 0,487E:13 �13.a� TOP 1220 12.9s 13.13 +1317 +12.94 +.1�� INV=9.70 \\ r3.15 + ,1 +.13.48 GRA VEL + 13.32 T _ �� - \ 12 CA17Pn Mf C � >}m J m 0 L) z a LL, _I � a a C ♦` O 2 a. W W13 Z J a a � U N 0 n 0 0 1111111111r11!!!!//// yz_ 0 �_ N P� N '� N C_ ��o C a m rn E m 7m 7 c 0yyi�•. U Cc r 0 C W �C7O a LL C U LU LU Z c� a Z W — C7 w v _Z I- o .J 10 Cn o . Z z E U = Q Z P afl J O p p Z O U Z {7 r z 0 z Z z LU LL LL O 0 (1� u U U O .e ea� LL W co Project Contacts: LMP Project Number. G9536-00 Scale: Date: 1"--w 11/16/11 Sheet Title: GRADING AND DRAINAGE PLAN Sheet Number 6 t(j •,r .i.� i 1 -1 �. .I?al`; t... +,f..l.. .�. •:I 1,, �. .'1. .�. .. .� .1.. l`t'lr l� IIr•► f i�tll , �e l�. :.' S t 1 4 4+1�I�, 1la if .. al �f 1'a: ,t.. STORMWATER WETLAND MAINTENANCE TASKS AND FREQUENCIES • MONITOR SEDIMENT DEPTH IN FOREBAY AND DEEP POOLS ON A YEARLY BASIS. • REMOVE SEDIMENT FROM FOREBAY AND DEEP POOLS EVERY 3 TO 5 YEARS OR WHEN 12 INCHES OR MORE HAVE ACCUMULATED. • MAINTAINING FREE -FLOWING DRAWDOWN ORIFICE/PIPE. PERFORM INSPECTION ON A MONTHLY BASIS AND AFTER EVERY STORM EXCEEDING 1.5 INCHES OF RAINFALL TO ASSURE ORIFICE/PIPE IS NOT CLOGGED. • REMOVE FLOATING TRASH AND DEBRIS WHENEVER THE DRAWDOWN ORIFICE/PIPE IS BEING INSPECTED. • PERFORM MONTHLY INSPECTIONS OF THE GRADED SIDE SLOPES FOR SIGNS OF EROSION. IMMEDIATELY PERFORM NECESSARY REPAIRS, FILLING OR RESEEDING AS APPROPRIATE. REMOVE WOODY VEGETATION FROM TOP AND SIDES OF THE EMBANKMENTS. • EMBANKMENTS SHOULD CONSIST OF MOWED GRASS. PERFORM MAINTENANCE MOWING OF GRASSED AREAS AT LEAST MONTHLY DURING THE GROWING SEASON. • REMOVE INVASIVE SPECIES (PARTICULARLY CATTAILS). IN YEARS 1 AND 2, TWICE A YEAR (SPRING AND FALL). FROM YEAR 2 ONWARD, ONCE A YEAR (SPRING). • RODENT PRESENCE INSPECTION SHOULD OCCUR EVERY TIME THE WETLAND IS VISITED OR AT LEAST ONCE PER MONTH. INSPECT FOR HOLES AND NESTS AND REMOVE IF PRESENT. • PERFORM SEMI-ANNUAL STRUCTURAL INSPECTION OF THE CONCRETE SPILLWAY AND EMBANKMENT. IF DAMAGE IS EVIDENT, FURTHER INVESTIGATION BY A PROFESSIONAL ENGINEER MAY BE REQUIRED TO ASSESS THE CONTINUED INTEGRITY OF THE STRUCTURE. • RE-ESTABLISH MARSH VEGETATION WITHIN THE WETLAND BASINS IF NECESSARY AFTER SEMI-ANNUAL INSPECTIONS, AND IMMEDIATELY AFTER SEDIMENT CLEANOUT OPERATIONS. • THE LANDOWNER OR DESIGNATED REPRESENTATIVE SHALL KEEP REASONABLE, ACCURATE WRITTEN RECORDS OF INSPECTIONS PERFORMED. RECORDS SHALL DOCUMENT ROUTINE MAINTENANCE AND/OR REPAIRS PERFORMED. COPIES SHALL BE PROVIDED TO THE CITY UPON REQUEST. NOTES FOR AQUATIC PLANTING AREAS: 1. ALL SPECIFICATIONS FOR AQUATIC PLANTING SHALL BE INSTALLED AS SPECIFIED IN CHAPTER 9 OF THE NCDENR STORMWATER BMP MANUAL. 2. ALL PLANT MATERIAL SHALL BE OBTAINED FROM LOCAL AQUATIC PLANT NURSERIES. TRANSPLANTED PLANT MATERIAL SHALL BE INSTALLED BETWEEN APRIL & MID-JUNE. DORMANT PLANT MATERIAL MAY BE PLANTED IN FALL OR WINTER. 3. THE AQUATIC PLANTING ZONES SHALL BE PLANTED WITH AT LEAST 10 DIFFERENT SPECIES OF PLANTS OF WHICH AT LEAST 5 ARE EMERGENT SPECIES, WITH NO MORE THAN 30% OF A SINGLE SPECIE. A MINIMUM OF 5 SPECIES SHALL BE PLANTED IN EACH OF THE AQUATIC ZONES (SHALLOW WATER AND SHALLOW LAND). 4. IF THE SOIL IN THE AQUATIC PLANTING ZONES IS COMPACTED, THE UPPER 6" OF SOIL SHALL BE DISKED BEFORE PLANT INSTALLATION. ANY SOIL THAT IS IMPORTED FOR THE AQUATIC PLANTING ZONES SHALL BE A MINIMUM 4" DEEP. 5. PLANT INSTALLATION MAY BE DONE IN DRY OR FLOODED CONDITIONS. IF INSTALLATION IS DONE IN DRY CONDITIONS, THE AQUATIC PLANTING ZONES SHALL BE FLOODED TO THE DESIGNED LEVELS IMMEDIATELY FOLLOWING PLANT INSTALLATION. 6. ALL ROOTS OF THE PLANT MATERIAL SHALL BE KEPT MOIST UNTIL INSTALLED AND THE AQUATIC ZONES HAVE BEEN PROPERLY FLOODED. 7. THE AQUATIC PLANTS SHALL BE ASSESSED FOR HEALTH AND AREA COVERAGE EACH SPRING AFTER EMERGING FOR THE SECOND GROWING SEASON AFTER INITIAL INSTALLATION. AREAS THAT ARE MORE THAN 30% DEFICIENT SHOULD BE SUPPLEMENTED WITH ADDITIONAL PLANT MATERIAL. 8. SOURCE NURSERIES: MORRIS NURSERY & LANDSCAPING 1446 MORRIS BBQ ROAD HOOKERTON, NC 28538 FORREST HILLS NURSERY 1710 JOHN SMALL AVE. WASHINGTON, NC 27889 20 15 10 5 A 20 15 10 5 A 0+00 1+00 STORMWATER WETLAND # 1 SECTION A -A HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1'=5' 0+00 1+00 STORMWATER WETLAND # 2 SECTION B-B HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1'=5' STORMWATER WETLAND PLAN SCALE: 1'=20' 3:1 (TYP. 20 15 we, 5 10 1 +75 20 15 10 SEDIMENT FOREBAY - 5 10 2+00 l x :13.50 1 •00 15 SY RIPRAP CLASS 'B' (6.4'x21'} x SEDIMENT FOREBAY I BOTTOM ELEV==7.5' (570 SF.t) 1PF x 0H F 1D. TERECOMM BOX 5 \\ 12 +13.29 \ \\ 130' — GRASS 'VEE' DITCH \\ • 0.85% 12" RCP \ 12 ATHIS SHEET ADDED. a Z 0 z z a Z Q0. a J a Z a Z Z w a m W N o w Z a d I N O C3 s ��sinlfrrrl�,��// - C/o) Z U- a �= 2- o C N b t N .�01N N o q V 3 333 N.2 O w 0CL LL3 C w 7 LU W c Z U 0 Z W 0 Z_ 0 o J � C o . Z O CL E U = a z P QO J 0 Z U Z O 0 4 z° IL o W LL F- W LL � o U ® U � pn sQ� 0 LL w m Project Contacts: LMP Project Number: G9536-00 Scale: Date: AS NOTED 11/16111 Sheet Title: STORMWATER WETLANDS PLANTING PLAN Sheet Number S i.•..ir` _. _.. . _ y...i -y kS _i_ _i. M.;L_''-i A.I i:. 61 ,..t...,..._....- .. .., �..., ., ..r..:.f .-.- � i'...ai . i_,i'i.aCi.: ti1.1 Y1i3 '. j,, At rS .L.i IL..Ik Q .i1 J.LSJ 1..1.i � :4� �.11 AAR.\.. _ �J.� NOTE: SUBGRADE TO BE PROOFROLLED AND APPROVED BY GEOTECHNICAL ENGINEER 6' COMPACTED STONE BASE (COMPACT TO A MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY [ASTM D1557D 2' SURFACE COURSE SF-9.5 MIX III I I l l SUBGRADEIIT_I� I SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) TO A DEPTH OF 12.0 INCHES BELOW SUBGRADE ELEVATION. TYPICAL LIGHT DUTY PAVEMENT SECTION N.T.S. NOTE: 8' COMPACTED STONE BASE SUBGRADE TO BE (COMPACT TO A MIN. 95% OF MODIFIED PROOFROLLED AND PROCTOR MAXIMUM DRY DENSITY [ASTM D1557D APPROVED BY 3" SURFACE COURSE SF-9.5 MIX GEOTECHNICAL ENGINEER (PLACE IN TWO LIFTS) SUBGRADE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) TO A DEPTH OF 12.0 INCHES BELOW SUBGRADE ELEVATION. TYPICAL HEAVY DUTY PAVEMENT SECTION N.T.S. 2" SURFACE COURSE S9.5B /`3" BINDER COURSE 8' COMPACTED STONE BASE (COMPACT TO A MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY [ASTM D1557D SUBGRADE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) TO A DEPTH OF 8.0 INCHES BELOW SUBGRADE ELEVATION. ROUTE 264 TURN LANE & TAPER PAVEMENT SECTION N.T.S. 6' COMPACTED STONE BASE (COMPACT TO A MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY [ASTM D1557D 6" PORTLAND CEMENT BLACK CONCRETE (4,000 PSI) [FABRIC WIRE REINFORCEMENT a4 a y X a eX n a I I I{ I I II 1111- SUBGRADE 7-- SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) TO A DEPTH OF 8.0 INCHES BELOW SUBGRADE ELEVATION. DRIVE-THRU CONCRETE PAVEMENT SECTION N.T.S. 4' lop 1' a d a 4 d ' d Q Q d d o cJ�oOoD�oO ID 0- (00- 0 0 OoQCi L3500 PSI CONCRETE 4' COM PACIED STONE BASE (COMPACT TO A MIN. ON OF MODW® PROCTOR MAXIMUM DRY DENSITY [ASTM 015571) COMPACTED SUBGRADE VALLEY GUTTER N.T.S. PRE-FAB CONC. WHEEL STOP -BAR X 24" LONG WHEEL STOP) CONCRETE WHEEL STOP N.T.S. EXPANSION JOINT FILLER 1/4' e d6 e 1/2" a VARIES EXPANSION JOINT SHAEl BE EVERY 40' (SEE SITE PLAN) 2% MAX_. 4" THICK 3,500 PSI D pD D AIR -ENTRAINED CONCRETE � � COMPACTED SUBGRADE TYPICAL SIDEWALK N.T.S. a" 2" R. 7 1/2111I I e" 15- m1W v SURFACE MAX. BASE d THE DEPTH OF CURB MAY BE REDUCED AS MUCH F J 5"RBAS �I AS 3' (15" DEPTH) OR INCREASED AS MUCH AS 12 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF ACCEPTABLE ALTERNATE THE CURB WILL COINCIDE WITH THE TOP OF A IF CURB IS EXTRUDED COURSE OF THE PAVEMENT SUBSTRUCTURE. 4' 2' R OTHERWISE, THE DEPTH IS TO BE 18' AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. a a SURFACE 00 _ CONCRETE TO BE r THIS ITEM MAY BE CLASS B IF CAST - 4 BASE PRECAST OR CAST IN PLACE, 4000 PSI IN PLACE IF PRECAST SUBBASE STANDARD 6" CURB N.T.S. EXPOSED EDGES SHALL HAVE 1/4' RADIUS f VARIES (SEE SITE PLAN) PAVEMENT UNLESS OTHERWISE SHOWN 2.0% MAX s a . 4. a o �» 1 I I"I I I13500 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE C COMPACTED STONE BASE NOTES (COMPACT TO A MIN. 95X OF MIED ODIF PROCTOR MAXIMUM DRY DENSITY [ASTM DI" 1. SIDEWALK TO BE CONSTRUCTED IN 5 LENGTHS WITH 1/2' PREMOLDED JOINTS AT INTERVALS NOT TO EXCEED 40 FEET. EXTRUDED SIDEWALK DETAIL N.T.S. NOSE DOWN CEMENT NOSE DOWN CURB N.T.S. CURB CUT N.T.S. SCALE SIDE SLOPES TO BE 3:1 MAX. t.i r4 Inn rN IT IML JWRALt tIANKS 51'1ALL tit STABILIZED WITH SOD PER STD. AND SPEC. 6.12 TYP. "VEE" DITCH DETAIL Q N.T.S. #4 REBAR (WELD TO VERTICAL BARS) ---- TRASH GUARD (#4 REBARS ® 4" C.C., EMBED IN CONCRETE) 0 ELEV.=10.90_'_. RIPRAP OUTFALL PROTECTION 8" 6.00' 8' 1" CHAMFER (TYP),, a 4 p d C! CURTAINCURTAIN WALL `14 SPILLWAY CROSS SECTION N.T-S. 3.00' 3.30' 5.00' 3.00' TRASH GUARD �ELEV.=12.00 n � c wO d a a4 #5 BARS 0 12" EW (TYP.) 1. THE EMBANKMENT, MATERIALS, TESTING SPECIFICATIONS, PIPE BEDDING, AND SEEPAGE CONTROL SHALL BE ACCORDING TO THE GEOTECHNICAL CONSULTANTS RECOMMENDATIONS. 2. CONSTRUCTION OF THE EMBANKMENT AND OUTFALL PIPE AND STRUCTURES SHALL BE UNDER THE OBSERVATION OF THE OWNER'S GEOTECHNICAL CONSULTANT. BASIN WATER SURFACE ELEVATIONS 1 YR ELEV = 12.16 10 YR ELEV = 12.63 M 4 - _ 4 .. Q 2'0 D.I.P. LOW FLOW PIPE CURTAIN WALL LOCATE ALONG CENTERLINE OF SPILLWAY 1.0' STORMWATER WETLAND #1 SPILLWAY A #4 REBAR (WELD TO VERTICAL BARS) TRASH GUARD (#4 REBARS ® 4" C.C., EMBED IN CONCRETE) 10'-1 y4' 4x4x 10' L. TREATED FENCE POST, EMBED 3' INTO 12" DIA. x42" DEEP CONIC FTG. PAINT AS SCHEDULED. (TYP, OF 6)a c�Pa�T 8" CONC. 5LA13 \ W/4x4- . W2.9 x W2.9 m WWF- SEE 51TE DRAWING5 FOR =k i'05 CONTINUATION 4- SLOPE �n a N P05T� 13OLL G10x 10'-011 LONG PIPE GUARDS - FILL W/ CONCRETE t PAINT EMBED 3'-0" INTO 18"0 X o 42" DEEP - o CONC. FTG. (TYP. OF 3) n1ki r`--ITT I I"11A1 A I C'Cr'`Tll"lAl 1 DOr1Cll C N.T.S. 8" 6.00' 8" 1" CHAMFER (TYP)---,, LE 1 0 CURTAIN WALL `*4 SPILLWAY CROSS SECTION N.T.S. /-ELEV.=11.00 SEASONAL HIGH WATER TABLE = 11.50 90' ELBOW PERMANENT POOL ELEV=11.00 STORMWATER WETLAND #1 #5 BARS 0 12" EW (TYP.) NOTES: 1. THE EMBANKMENT, MATERIALS, TESTING SPECIFICATIONS, PIPE BEDDING, AND SEEPAGE CONTROL SHALL BE ACCORDING TO THE GEOTECHNICAL CONSULTANTS RECOMMENDATIONS. 2. CONSTRUCTION OF THE EMBANKMENT AND OUTFALL PIPE AND STRUCTURES SHALL BE UNDER THE OBSERVATION OF THE OWNER'S GEOTECHNICAL CONSULTANT. BASIN WATER SURFACE ELEVATIONS 1 YR ELEV = 11.02 10 YR ELEV = 11.36 3.00, 3.30' 5.00' 3.00' TRASH GUARD /-ELEV.=11.00 ELEV.=9.90--"," a. d O d d .. d. 6 - a 1.25'0 D.LP. LOW FLOW PIPE CURTAIN WALL LOCATE ALONG CENTERLINE OF SPILLWAY RIPRAP OUTFALL 11_0' PROTECTION STORMWATER WETLAND #2 SPILLWAY Q LONGITUDINAL SECTION 1 PROFILE N.T.S. 27-1 IJ/2" (5LAB) POST 17-8Y4" 5'-10 P05T 5'-93�8 P05T 5'-9%' C{ $C I IV2" P05T HYDRAN 8 SEE PLUM51 ' SHEETS 6' 0 3-1 BOLLARD BOLLARD. 12 P-4C FLOOR DRAIN - 5EE SCHEDULE ON 511EET P- I - -S. SLOPE SLAB 1 /8" PEP, FOOT TO DRAIN -- SEE SITE PLAN FOR CONNECTION - OF DRAIN (3" WASTE LINE) - DUMPSTER AREA EMBED P05T 3'-0" INTO gB 18"0 X 42" DEEP -8. CONC. i TG. MT. OF 6) 12 -(Y" BOLLARD BOLLARD B DUMPSTER PLAN SCALE: Y"=1'-0' 4 ',yp" i ,-ELEV.=10.00 90• ELBOW SEE NOTE 2 FLAN SEASONAL HIGH WATER TABLE = 10.50 PERMANENT POOL ELEV=10.00 STORMWATER WETLAND #2 ME: PAINT ALL SURFACES CSHERWIN WILLIAMS INDUSTRIAL ENAMEL - LOW GLOSS BLACK) DUMPSTER FRONT ELEVATION DETAIL V. �� SCALE: X=1'-O' C, ft; a _j a -1 a _J y, �m z Z W w Z a Z 'u w � Z Z o Z Z 0. z Q 0 0X U a a a W J z a- W m ❑ m W w ❑ Q ❑ ❑ Q a o Irrrrrr C N c C BAN a fT6 C OM1 N E 12 �� g �_ 2 m Wyy � �sL ccC7at� m (f} IM w C#1) 2 w z 8 0 z LU - C� z J � zo O E U r a z o Qo J 0 4 •q Z Q C)Z 7f U z O (Y � CIO:z LU LL w H .9 o 0 U �o "d a4� U- � in Project Contacts: LIMP Project Number. G9536-00 Scale: Date: AS NOTED 11I16/11 Sheet Title: NOTES AND DETAILS Sheet Number 10 'I 1 11 ' Y}�i �11� ., r i i r'l, Il. �hs•111.-i! ; r: ' j.1 ,}, 1.. „ii7+r l.w 1 , .1 :h •• f t rd .. }, i1 �r'I 1 1It- .F., _ l�tr•,/_ r � I; } !. 1• f l l.'s.'l :1.' eft' •.'.i: -. S{.f'; lrs'i%+; f'.. h _L?ii... "V. i.i:'.1 : !'. J a w zz a a z O o a O F- C a 0 a U U o ~ z w y w p w J a a U Wp Q N N O Y m a ZZ �= J 20 w =� - rn z U- o M {gyp O 5 N C = Co LO L30ccA' E m 3 v cq m r 3 C v m(DaLL G_ w W m z_ U z W 0 z v H o J o . Z Z E U a z o a0 J 0 Z Z 0 O = a C7 z W O z ~ LL o Z) o U U O LL im! Project Contacts: LMP Project Number. G9536-00 Scale: Date: 1'=30' 11/16/11 Sheet Title: PRE -DEVELOPMENT DRAINAGE AREA MAP Sheet Number 12 .11'• ! .'� :.. ..r •.-•r,l: .. .? ,.. .S.'./.'�. ,1 ,r ,�l .�• ��'� •!' f.,5.' • II y l it'/1 4f �:� "t S<i <' • R v (L CD T � � m z LU U � z z CC 0 O a0 tL CC Lu z b O Q V) Z W L z LU Q EL EL U vT N 4 O N LIT M 7 C_ N Ln C 2 f Cq 0. W ED N E - m �D O O co H O N T :3 O CN IO0 IL IL SS$C M Ell rr�� V t1y/ (flLL W L W v Z U 0 Z W CD Z � o gC . z O E U i a z P QO 0 4 Z a U Z 4 O � F- L1' Z O w s LL O z p Cl) U U O Pe LL Q W m Project Contacts: LMP Project Number: G9536-00 Scale: Date: 1.=30' 11/16/11 Sheet Title - POST -DEVELOPMENT DRAINAGE AREA MAP Sheet Number 13