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SW7060304_APPROVED PLANS_20060329
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE ❑CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE _2� `329 YYYYMMDD J. At!... S_ _•. i .r ... L.. _..,... La1.'.� 5.1: _..—. Issued for: Erosion &Sediment Control and Stormwater Management Approval Date Issued: February 23, 2006 Latest Issue: February 23, 2006 No. C-1 C-2 C-3 to C-5 C-6 to C-7 Drawing Title Legend and General Notes Overall Erosion & Sediment Control Plan Erosion & Sediment Control Plan Erosion & Sediment Control Details Sv-1 Topographic Survey/Existing Conditions DA-1 Overall Drainage Area Map Piedmont Natural Gas P.O. Box 33068 Charlotte, NC 28233-3068 800-483-5702 Sprint 2001 Edmund Halley Drive Reston, VA 20191 703-433-4000 Dominion North Carolina Power One James River Plaza 701 E. Cary Street Richmond, VA 23219-3932 888-667-3000 Pasquotank County Water Department John Gregory 313 Pritchard St. Elizabeth City, N.C. 27909 Albemarle Electric Membership Corporation 159 Creek Drive Hertford, NC 27944 800-215-9915 Call Before You Dig 800-632-4949 Elizabeth City Electric Department 252-337-6870 Latest Issue 2/23/06 2/23/06 2/23/06 2/23/06 2/23/06 2/23/06 2/23/06 IF an 9 lewood Subdivision Halstead Road Elizabeth City, NC 17 I Site I oWded HaWoad Road Site Location Map 0 1000 2000 Feet VM Vanasse Hanger Brustlin, Inc. Transportation Land Development Environmental Services 5544 Greenwich Road, Suite 302 Virginia Beach, Virginia 23462 757 490 0132 ❑ FAX 757 490 0136 Contact: John M. Stronach P.E., Project Manager The subject property has no wetlands. The property is in flood zone Zone X- Areas of 0.2 % Annual Chance Flood; Areas of 1 % Annual Chance Flood With Average Depths of Less Than I Foot or With Drainage Areas Less Than I Square Mile, - and Areas Protected by Levees From I % Annual Chance Flood; Base flood elevations determined as indicated on the FEMA Flood Insurance Rate Map for the North Carolina community panel number 3720890400J, 3720799400J, 3720890300J, and 3720798200J Owner/Applicant: Tanglewood SF Partners, LLC 116 Landmark Square, Suite 102 Virginia Beach, Virginia 23452 Phone: (757) 491-1962 Fax: (757) 491-2537 Contact: A. R. Gregor, Jr. Lot Summary 96-105000 S.F. Rear -Loaded Lots 105-101000 S.F. Front -Loaded U 92-151000 S.F. Estate Lots 293 Total Lots AcreaLye Summa Right -of -Way 26.14 Ac. Residential Lots 89.62 Ac. Open Space/Buffers 26.09 Ac (17.4%) Stormwater Management 7.59 Ac. TOTAL 149.44 Ac. Soil Clasification Cape Fear Silt Loam, 0% TO 2% Slopes and Cape Fear Mucky Silt Loam, 0% TO 2% Slopes Tax Maps & Parcel ID's: P65-1 7993765749 .• :' 1A1: U SMVVATTORI ER APPROVED NORTH CAR(3UNA ENVIR NMENT` ',L. MANAGEMENT COMNIISS`ON DIVISM OF WATER ')GA!.;T' UP—M—Okr c .. 2QAPG Stvmwater Permit No.__S17; (? 0 3 D q RECORDED REFERENCES: D.B. 395, PG. 398; D.B. 641, PG. 931; M.B. 4' PG. 11; D.B. 313, PG. 400; D.B. 613, PG. 56)2; NCDOT PLAN #U-3449 AND NCDOT PLAN #8.T 110303, R2515AA RECEIVED MAR 0 2 200-6 DWQ PROJ # �_ (uia e r)81 Xo9 / d'Oink h ORO ECG' P -'( i - ^I1j, i� 5. r 5, • - �n PTs•.i 4 (I i. I _�i. .:!, t... . .. .. .. .. .. .-°. r. .. .6i P: \32157.00\cad\Id\Planset\E&S Planset\32157.00-ES-LG.dw 0 IN Legend Abbreviations Exist. Prop. Exist. Prop. General CONCRETE PAVEMENT L=43,84' __., _ ABAN ABANDON PROPERTY LINE STANDARD DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP PROJECT LIMIT LINE HEAVY DUTY PAVEMENT ADJ ADJUST - - - RIGHT-OF-WAY/PROPERTY LINE �'.,'. " RlPRAP mew APPROX APPROXIMATE EASEMENT CONSTRUCTION ENTRANCE BIT BITUMINOUS BUILDING SETBACK 10+00 -;". 27.35 rcx TOP OF CURB ELEVATION BS BOTTOM OF SLOPE --+ - BASELINE .r -. 26,85 BC BOTTOM OF CURB ELEVATION BWLL BROKEN WHITE LANE LINE - CONSTRUCTION LAYOUT 13275 x SPOT ELEVATION CONC CONCRETE ZONING LINE 45.0 nqx TOP &BOTTOM OF WALL ELEVATION DYCL DOUBLE YELLOW CENTER LINE - TOWN LI N E h 38.5 Bw EL ELEVATION BORING LOCATION LIMIT OF DISTURBANCE ® TEST PIT LOCATION DYCL DOUBLE YELLOW CENTER LINE WETLAND LINE WITH FLAG Q Mw MONITORING WELL EL ELEVATION FLOODPLAIN ELEV ELEVATION - UD UNDERDRAIN EXIST EXISTING BLS F BORDERING LAND SUBJECT TO FLOODING 12 D- DRAINAGE LINE FDN FOUNDATION BZ WETLAND BUFFER ZONE 6"RDi . � ROOF DRAIN GRAN GRANITE - - RMA -.- RMA -RESOURCE MANAGEMENT AREA 1...., �� SEWER LINE GTD GRADE TO DRAIN ---_--.- Rpn._-_._--.-- RPA - RESOURCE PROTECTION AREA __ __-- 0HW- OVERHEAD WIRE LA LANDSCAPE AREA -- 6"w WATER LINE LOD LIMIT OF DISTURBANCE W..-- - - - - GRAVEL ROAD - E 4"FP- FIRE PROTECTION LINE MAX MAXIMUM � -. EOP EDGE OF PAVEMENT - 2"Dw DOMESTIC WATER LINE MIN MINIMUM MS-3, 3A ASPHALT CONCRETE CURB AND MEDIAN - G GAS LINE NIC NOT IN CONTRACT ' " - = CG_2 STANDARD 6" CURBS' UGE- UNDERGROUND ELECTRIC NTS NOT TO SCALE _ cG 3 STANDARD 4" CURB - - T TELEPHONE LINE PERF PERFORATED __ __ CO-6 COMBINATION 6" CURB & GUTTER FA FIRE ALARM PROP PROPOSED -.-., CG-7 COMBINATION 4" CURB &GUTTER "a -CAN- CABLE TV REM REMOVE FIRE LANE STRIPING DI RET RETAIN _ ® DRAIN INLET LIMIT OF CURB TYPE R&D REMOVE AND DISPOSE d DRAIN INLET - - SAWCUT R&R REMOVE AND RESET - FrO DRAIN INLET SWEL SOLID WHITE EDGE LINE • DRAIN MANHOLE BUILDING SWLL SOLID WHITE LANE LINE 117,1- TRENCH DRAIN 11 EN BUILDING ENTRANCE TS TOP OF SLOPE - � PLUG OR STUB 14 LD LOADING DOCK TYP TYPICAL EICI FLARED END SECTION • BOLLARD HEADWALL © DUMPSTER PAD Utility SIGN • SEWER MANHOLE DOUBLE SIGN • SEWER CLEANOUT CB CATCH BASIN CS CMP CORRUGATED METAL PIPE - --- -L-=- STEEL GUARDRAIL CURB STOP & BOX WV CO CLEAN OUT WOOD GUARDRAIL WATER VALVE & BOX DCB DOUBLE CATCH BASIN rsv TAPPING SLEEVE, VALVE & BOX DMH DRAIN MANHOLE - - PATH SIAMESE CONNECTION HYD DI DRAIN INLET _t-YYWZ TREE LINE FIRE HYDRANT ' wM CIP CAST IRON PIPE ---- - WIRE FENCE o WATER METER RV COND CONDUIT r:--- --- �--+- FENCE POST INDICATOR VALVE DIP DUCTILE IRON PIPE STOCKADE FENCE ® WAFER WELL ES END SECTION - -- }--� - CHAIN LINK FENCE ✓ O GAS GATE EW END WALL x .. QppOC�p STONE WALL o GAS METER FE5 FLARED END SECTION -- _-- ----- - RETAINING WALL FdcG FRAME AND GRATE -- STREAM / POND / WATER COURSE • ELECTRIC MANHOLE F&C FRAME AND COVER - - DETENTION BASIN oM ELECTRIC METER FM FORCE MAIN HAY BALES * LJGHT POLE GT GREASE TRAP - -- XE SILT FENCE • TELEPHONE MANHOLE GI GUTTER INLET - 4 -- 4 MINOR CONTOUR ❑T TRANSFORMER PAD HDPE HIGH DENSITY POLYETHYLENE PIPE 20- MAJOR CONTOUR HH ELECTRIC HANDHOLE F UTILITY POLE HW HEADWALL 10 PARKING COUNT GUY POLE HYD HYDRANT CID COMPACT PARKING STALLS GUY WIRE & ANCHOR MES METAL END SECTION HH HH m DYL - DOUBLE YELLOW LINE o HAND HOLE INV INVERT ELEVATION SL PB PULL BOX STOP LINE I= INVERT ELEVATION ' ` `• I II I III CROSSWALK hu t Macne MATCHLINE PWW PAVED WATER WAY ® ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORIDE PIPE HANDICAP PARKING RCP REINFORCED CONCRETE PIPE VAN -ACCESSIBLE HANDICAP PARKING R= RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UP UTILITY POLE Erosion and Sediment Control Notes THE PURPOSE OF THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE TO PRECLUDE THE TRANSPORT OF ALL WATERBORNE SEDIMENTS RESULTING FROM CONSTRUCTION ACTIVITIES FROM ENTERING ONTO ADJACENT PROPERTIES OR STATE WATERS. IF FIELD INSPECTION REVEALS THE INADEQUACY OF THE PLAN TO CONFINE SEDIMENT TO THE PROJECT SITE, ALL APPROPRIATE MODIFICATIONS WILL BE MADE TO CORRECT ANY PLAN DEFICIENCIES. IN ADDITION TO THESE NOTES, ALL PROVISIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL APPLY TO THIS PROJECT. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH STATE APPROVED PLANS AND THETHE NORTH CAROLINA EROSION AND SEDIMENT PLANNING AND DESIGN MANUAL, 2003. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH ALL APPUCABLE MEASURES CONTAINED THEREIN THAT MAY BE PERTINENT TO THIS PROJECT, INCLUDING MINIMUM STANDARDS 1 THROUGH 19. IF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS FOUND TO BE INADEQUATE IN THE FIELD, THE MINIMUM STANDARDS WILL APPLY IN ADDITION TO THE PROVISIONS OF THE APPROVED PLAN. 2. A PRECONSTRUCTION MEETING SHALL BE HELD ON SITE BETWEEN THE CITY, THE COUNTY, THE STATE, THE DEVELOPER, THE PROJECT ENGINEER, AND THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A SEQUENCE OF CONSTRUCTION TO THE COUNTY FOR APPROVAL PRIOR TO THE PRECONSTRUCTION MEETING. 3. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED BY A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE (PRACTICE 6,06) TO PREVENT TRACKING OF MUD ONTO PUBLIC RIGHT-OF-WAYS. DURING WET WEATHER IT MAY BE NECESSARY TO WASH VEHICLES TIRES AT THIS LOCATION. THE ENTRANCE WILL BE GRADED SO THAT RUNOFF WATER WILL BE DIRECTED TO AN INLET STRUCTUREAND AWAY FROM ADJACENT PROPERTY. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE THOROUGHLY CLEANED AT THE END OF EACH DAY. 4. BMPS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT ON -SITE MUST BE CONSTRUCTED AS A FIRST STEP IN GRADING AND MUST BE MADE FUNCTIONAL PRIOR TO ANY UPSLOPE LAND DISTURBANCE TAKING PLACE. EARTHEN STRUCTURES SUCH AS DIVERSIONS MUST BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. PERIODIC INSPECTIONS OF THE EROSION CONTROL MEASURES BY THE OWNER OR OWNERS REPRESENTATIVES SHALL BE MADE TO ASSESS THEIR CONDITION. ANY NECESSARY MAINTENANCE OF THE MEASURES SHALL BE ACCOMPLISHED IMMEDIATELY AND SHALL INCLUDE THE REPAIR OF MEASURES DAMAGED BY ANY SUBCONTRACTOR INCLUDING THOSE OF THE PUBLIC UTILITY COMPANIES. 5. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT TIME OF CONSTRUCTION TO INSURE THEIR INTENDED PURPOSE IS ACCOMPLISHED. STATE APPROVAL WILL BE REQUIRED FOR OTHER DEVIATIONS FROM THE APPROVED PLAN. 6, THE CONTRACTOR SHALL PLACE SOIL STOCKPILES AT THE LOCATIONS SHOWN ON THE PLAN. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, 7. THE CONTRACTOR SHALL COMPLETE DRAINAGE FACIUTIES WITHIN 30 DAYS FOLLOWING COMPLETION OF BMP AT ANY POINT WITHIN THE PROJECT. THE INSTALLATION OF DRAINAGE FACILITIES SHALL TAKE PRECEDENCE OVER ALL UNDERGROUND UTILITIES. OUTFALL DITCHES FROM DRAINAGE STRUCTURES SHALL BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION OF THE SAME. ANY DRAINAGE OUTFALLS REQUIRED FOR A STREET MUST BE COMPLETED BEFORE STREET GRADING OR UTILITY INSTALLATION BEGINS, B. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAT 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 9. THE TERM SEEDING FINAL VEGETATIVE COVER OR STABILIZATION ON THIS PLAN SHALL MEAN THE SUCCESSFUL GERMINATION AND ESTA13USHMENT OF A STABLE GRASS COVER FROM A PROPERLY PREPARED SEEDBED CONTAINING THE SPECIFIED AMOUNTS OF SEED, LIME AND FERTILIZER (PRACTICE 6.10 & 6.11). IRRIGATION SHALL BE REQUIRED AS NECESSARY TO ENSURE ESTABLISHMENT OF GRASS COVER. 10. ALL SLOPES STEEPER THAN 3H:1V SHALL REQUIRE THE USE OF EROSION CONTROL BLANKET'S AND MATTINGS TO AID IN THE ESTABLISHMENT OF A VEGETATIVE COVER. INSTALLATION SHALL BE IN ACCORDANCE WITH PRACTICE 6.14, MULCHING, PRACTICE 6.14, SOIL STABILIZATION BLANKETS AND MATTING AND MANUFACTURERS INSTRUCTIONS. NO SLOPES SHALL BE CREATED STEEPER THAN 2H:1V. 11. INLET PROTECTION (PRACTICE 6.51) SHALL BE PROVIDED FOR ALL STORM DRAIN AND CULVERT INLETS FOLLOWING CONSTRUCTION OF THE SAME. 12. TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. TRAPPED SEDIMENT SHALL BE SPREAD, SEEDED AND MULCHED. AFTER THE PROJECT AND STABILIZATION IS COMPLETE, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. 13. NO SEDIMENT TRAP OR SEDIMENT BASIN SHALL BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. 14. RECORD QRAWINGS (AS-BUILTS) AND CONSTRUCTION CERTIFICATIONS ARE BOTH REQUIRED FOR NEWLY CONSTRUCTED OR MODIFIED STORMWATER MANAGEMENT/BMP FACILITIES. CERTIFICATION ACTIVITIES SHALL BE ADEQUATELY COORDINATED AND PERFORMED BEFORE, DURING AND FOLLOWING CONSTRUCTION IN ACCORDANCE VITH THE CURRENT STATE REQIUREMENTS AND THE ELIZABETH CITY UNIFIED DEVELOPMENT ORDINANCE, STORMWATER MANAGEMENT/BMP FACILITIES, RECORD DRAWING AND CONSTRUCTION CERTIFICATION, STANDARD FORMS & INSTRUCTIONS. Erosion And Sediment Control Narrative TANGLEWOOD SUBDIVISION IS A PROPOSED 292 LOT RESIDENTIAL SUBDIVISION LOCATED ON THE NORTHERN SIDE OF HALSTEAD ROAD IN ELIZABETH CITY, NORTH CAROLINA APPROXIMATELY 5000 FEET EAST OF ROUTE 17 AND BYPASS. THE PROJECT ENCOMPASSES 149.4 ACRES OF LAND AND PROPOSES SINGLE FAMILY RESIDENTIAL BUILDING LOTS. NINETY ONE LOTS WILL BE ESTATE LOTS, 15,000 SF OR MORE LOCATED IN THE REAR OF THE SUBDIVISION. THE REST OF THE LOTS WILL BE DEVELOPED IN A CLUSTER DEVELOPMENT, NINETY SIX LOTS WILL BE 10,000 SF REAR LOADED LOTS VIA AN ALLEY WAY AND 105 LOTS WILL 10,000 SF LOTS THAT ARE FRONT LOADED. THE SUBDIVISION WILL HAVE TWO TOT LOTS, ONE COMMUNITY CENTER AND OPEN SPACE THAT WILL UTILIZED AS PARK SPACE. THE SUBDIVISION WILL HAVE SIDEWALKS, CURB AND GUTTER ROAD WAY SYSTEM, PUBLIC AND PRIVATE UTILITY IMPROVEMENTS, AND A COMPREHENSIVE STORMWATER MANAGEMENT SYSTEM. THE PROJECT SITE IS ZONED R-15 AND IS IDENTIFIED AS TAX MAP & PARCEL ID #P65-1 7993765749 & #P88-9 8904108204, DESCRIPTION OF SITE THE PROPERTY IS PART OF A LARGER TRACT OF FARM LAND THAT WAS SUBDIVIDED. UNDER PREDEVELOPMENT CONDITIONS, THE SITE IS USED AS FARMS FIELDS WITH DRAINAGE DITCHES. THE SITE IS FLAT AND CLEARED. THE SITE IS BOUNDED BY DRAINAGE DITCHES ON THE NORTHERN, EASTERN, AND SOUTHERN PROPERTY LINES, THE WESTERN BOUNDARY LINE IS BOUNDED BY A PROPOSED IN ROAD FROM HALSTEAD ROAD AND A FARM FIELD. UNDER EXISTING CONDITIONS ALL RUNOFF FROM THE SITE DRAINS VIA FARM DITCHES THAT HEAD TOWARD THE SOUTH OF THE PROPERTY. THE RUNOFF EXITS THE SITE VIA A CULVERT UNDER HALSTEAD ROAD TOWARDS KNOBB CREEK, WHICH ULTIMATELY LEADS TO THE PASQUOTANK RIVER. ACENT ARE CONSTRUCTION ACTIVITIES THAT WILL AFFECT ADJACENT AREAS TO THE PROJECT WILL INCLUDE INSTALLATION OF A GRAVITY SEWER LINE TOWARDS A PUMP STATION UNDER DESIGN BY OTHERS. THE PUMP STATION WILL BE LOCATED ON THE PROPERTY ADJACENT TO THE SUBDIVISION, LOCATED MIDWAY UP THE WESTERN PROPERTY LINE OF THE SUBDIVISION. 0iIl�: THE SOILS ON THE SITE ARE CLASSIFIED AS CAPE FEAR SILT LOAM, 0% TO 2% SLOPES AND CAPE FEAR MUCKY SILT LOAM, 0% TO 2% SLOPES. THERE ARE NO CRITICAL AREAS OR EXCESSIVELY STEEP SLOPES THAT WILL BE DISTURBED BY THE PROJECT CONSTRUCTION. EROSION AND SEDIMENT CONTROL MEASURES THE METHODS USED DURING CONSTRUCTION TO CONTROL EROSION AND SEDIMENTATION AREA DEPICTED AND DETAILED ON THE PLANS. THE CONTROL MEASURES INCORPORATED INCLUDE CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, BMPS, SEDIMENT BASINS AND OTHER METHODS IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 2003. ALL DISTURBED AREAS NOT SCHEDULED FOR PAVING OR OTHER IMPERVIOUS COVER SHALL BE STABILIZED WITH PERMANENT SEEDING AND/DR LANDSCAPING IMMEDIATELY FOLLOWING FINISH GRADING. STORMWATER MANAGEMENT THE PROPOSED STORMWATER MANAGEMENT PLAN FOR THIS PROJECT WILL INCLUDE THE USE OF FIVE ONSITE WET DETENTION BASINS TO PROVIDE A STORMWATER MANAGEMENT SYSTEM TO ATTENUATE THE INCREASED RUNOFF ANTICIPATED NTI FROM SITE DEVELOPMENT AND AL SO LSO TO MITIGATE THE INCREASED POLLUTANT LOADING ASSOCIATED WITH THE INCREASED IMPERVIOUS COVER. BMP "A" WILL BE UTILIZED TO ATTENUATE THE INCREASE RUNOFF AND BMP "B" THROUGH -E" WILL BE UTILIZED TO MITIGATE THE INCREASE POLLUTANT LOADING. BMP "B" THROUGH "E" ARE DESIGNED TO REMOVE 90% OF THE TOTAL SUSPENDED SOLIDS. THE STORMWATER MANAGEMENT SYSTEM IS DESIGNED TO CONTROL THE 2-YEAR, 10-YEAR, 25-YEAR AND 50-YEAR TWENTY-FOUR HOUR, SCS TYPE II STORM EVENT, CONSIDERED INDIVIDUALLY, FOR POST DEVELOPED CONDITIONS AT PREDEVELOPMENT RATES. MANAGEMENT STRAIEGIES OPERATIONS SHALL BE PHASED TO MINIMIZE THE OVERALL AREA THAT IS NOT STABILIZED AT A GIVEN TIME. 1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY. 2. PERMANENT SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 3. AREAS THAT ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS,ETC. 4. AFTER ADEQUATE STABILIZATION IS ACHIEVED, THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE CLEANED UP AND REMOVED. MAIN -If NCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES PRAC' 'E S WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAIN PUT IN NO CASE LESS THAN ONCE EVERY WEEK. AS NEEDED REPAIRS WILL BE MADE IMMEDIATELY 10 MAINTAIN ALL PRACTICES AS DESIGNED. 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 3. INLET PROTECTION DEVICES SHALL BE CHECKED WEEKLY .iND SHALL BE CLEANED OR REPLACED IF CLOGGING OR EXCESSIVE PONDING IS OBSERVED. 4. SEDIMENT TRAPS/BASINS SHALL BE INSPECTED WEEKLY UNTIL THE UPSTREAM DRAINAGE AREA IS STABILIZED, AND SEDIMENT REMOVED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET BELOW THE TOP OF THE WIER. OUTLET STRUCTURES SHALL BE INSPECTED FOR PROPER OPERATION. 5. SEEDED AREAS WILL BE CHECKED WEEKLY TO ENSURE THAT A 0000 STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. 6. ALL SEEDED AREAS WILL BE FERTILIZED, SEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER, SE�NCE OF CONSTRUCTION 1. CLEAR OR OTHERWISE PREPARE SUFFICIENT AREA TO ALLOW FOR THE PLACEMENT OF THE CONSTRUCTION ENTRANCE. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 2. FLAG CONSTRUCTION LIMITS. 3. INSTALL TEMPORARY ROCK SILT CHECK DAMS IN EXISTING DRAINAGE DITCHES. 4. INSTALL SITE PERIMETER SILT FENCE. 5. CONSTRUCT PROPOSED BMP BASIN #1. 6. CONSTRUCT PROPOSED BMP BASIN #2 THROUGH #5, CONCURRENT WITH PROPOSED STORM PIPE NETWORK. 7• INSTALL INLET PROTECTION AT CATCH BASINS AND RIP RAP FOR OUTLET PROTECTION. 8. PROCEED WITH SITE CLEARING AND GRUBBING OPERATIONS. 9. BEGIN TOPSOIL REMOVAL AND STOCKPILE. PROVIDE SILT FENCING OR OTHER MEASURES AS NECESSARY FOR THE STOCKPILES. 10. BEGIN FILL OPERATION AND AS NECESSARY DURING THE WORK INSTALL SILT FENCE AT TOE OF FILL 11. COMMENCE ROUGH GRADING. 12. COMMENCE INSTALLATION OF THE UNDERGROUND UTILITIES. 13. FINE GRADE ROADWAY AREAS, COMPACT SUBGRADE AND PLACE SUBBASE AND AGGREGATE BASE. 14. INSTALL CURB AND GUTTER AND COMMENCE ASPHALT PAVING. 15. TOPSOIL, SEED AND MULCH DISTURBED AREAS, AND INSTALL LANDSCAPING. 16, INSTALL PAVEMENT MARKINGS AND SIGN. 17, CLEAN UP. 18. PERFORM CHECK OF EROSION CONTROL MEASURES. SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OF CONSTRUCTION RELATED DEBRIS AND SEDIMENT. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AFTER FINAL STABILIZATION OF THE SITE. 19. REMOVE SEDIMENT BUILDUP IN BMP BASIN #1 THROUGH #5 TO ULTIMATE DESIGN. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 5544 Greenwich Road, Suite 302 Virginia Beach, Virginia 23462 757-490-0132 FAX 757490-0136 M 1,A r 11 tt� 1 T � P 0'. 1. No. Revision Date Appvd. Designed by J l Drown by 7" Checked by SDh iVJ CAD checked by J l Approved by SIM scale None Date February 23, 2006 Project title Tanglewood Subdivision Elizabeth City, NC Issued for Erosion and Sediment Control and Stormwater Management Not Approved for Construction Drawing Title Legend and General Notes Drawing Number C-1 Sheet of 2 8 Project Number 32157.00 hng�od9l_ MS 4981 Ky _Z d�qoj i -T:j T �,1: :T'TT7 � r ���'. i�j '�' 11C1 0 r• 32157.00-ES-LG. 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Via{ �, rj//' ., 1- I ,., �. ,2---\x -'1�1. ,- "�. _,- ,,:,I �,��- i,. , \�. ",3Z—'. . I_1��.11., / i � . j__I �. ,� \�"t.1` ""1 1 I. IS / \ r i ! i .. 1 3 Z- ,:-.....< .. 'a i i , , t .. %INV-11A .:-;; z- '\ ^\ ' r E.:. STOCI{PH-E AfiF�1Ct'�. �c' r e! r / Y r r _ }\ \,. - .„,.... ', 7. . s .-. : IF µ R.t't,.:�.. t,;. ./lPEMPDRRRY - Cs^ g '= e TEMPCRAFiY.r ., -,.. , - i � �, .: a �\,.- \. .. _... � , ., ro �'h. � Q � r ;:AI1Q � v� € : - I ' '�,� . T - -. ...... .. � DIVER�CN DITCH , r _✓ .. : - � - .�< G ♦v., /.. ._.. -: �.: _..... Q �: i! y t v o�. ,' } '� _. a, „, / _ , �, �� _ - 4 r .. , !;, � 4 -' -',.` _ - , :�: �26' STORMWATE - ,/ '�. .r' it - ^ ! �"-tif < r A : .. ""�,. 9?, r . r :. : :i S : F SF "A1N NANCE f. - -. \�� /:', /:✓,''/::. r @,. .f , ,... ,.., ,r I :"° �.'_ _ \\ .; a. , t. v. t.r r: i. tt i ...... ........_. , .., s _...5= a __. .-_. -..___ ,r ..3 ,/ „�j 0 17 ,. T l EASEMENT /, - �+ � H / R : , : - SF ♦, / / �n t , . _- i , I ,.14 R-a6) o,; ..I,. <, _ .. ,. t. .� c. ; _. y S .// .. _ , , s I, ; r r f -. a i ,....,, \ r! 1 = 0 3 - E a. SI } ,1 _. ..,,._ - .. ' : .-'. NCRM :.. , �� � , ! .' . : %C} ,. ,y -. .. '! , , � . J. I - 7 UX:1 ON t:' t r � -� ..:- f__ ..,,..,... ` � - /' /'.. � , :- t: ;d�: SF' .r -. .. -. \ �, > :. ; . .;ate. : '�y� 4 .. .- , ri. l` - -r , i" r s � _ ._ �. 20' ry�LC� DRAIN _. °`4 ";\, 'i"/ yr' I \ < _ , _.. 4 i . �A9 =- - ,r - -_-�. �... , t r .' `�., ,i EA5EIAENTT'�. /: - . rr' i _ [-.iL3 ,. „,. , ., � t f ���� /lily - :. .. I�Q34 WT 'e.. .: MPC'R A.RY `_+ s, .\ .� '' R ...,...r '' /J, . ur- ,. / : ,- I," , , _, II,�,I \�_�� __".�/\i ,,/.1I. "I t 1 � , , I\/".iy I A-. � -I ,. ��, ,_,. P TE-. $ % i \,, STOCLE AREA ,',- -: ^• .. -, __ ._- , t . �.:yam } , 5 TOpMk x a /�' RSS r �DN iTk y.-.. .t:,- \� d: e. / Ot \:/, _ _ T. o r �r ✓ / ,. i < . , 0 .. - -_ - --- .r- - '. .0:: FACrJTT 4' . '�_ ' f [ ,r,.., - .. , v _.- „ ...-- i , N9Rp� WATER .,. ...._ /- .C' - A • ti- % /G� \, _ _ _ -� _� _I C� _ j /.. r V , .. -. ,r < / \♦. INV-9: / A. p W V - - g „' / v . l " _ �- �. %� �v �. -, /. / t �. / � if ; - -.. .. , . I{�. , . ®�y, i ' ..... 3 J E _'`\, Y Y.,� :aF=' q. / _ . _ r-.: w,. �, .., y .//�. - . \',: ,,: / Ices � i i, - � /.ram J �:, %j/ : . . f ', vv i ; +., -, , tr., z:, , _ , r =, i _.�.,-...,._ , ,.✓"�/, ''a, a. f, Ir. / `� _? :.« l _.% ; I. 'k_ ,�:,, ' . , / a ,. / 1 -' - x,. sue..✓' W«-- - 1: .r r. �.-,I..,. ._...,..._„» / ; _ j A i :,�.'. a } e -'�, f ,/ R W DISK _ _,___., ; E .._ , -`, ; , r f � 1.. / �, r I i _ i a <, i ; +, c t t . s .. +.. ,;., 1 '`, �,' E , z a„ .0 .ea «/,: ,- t £ F�6.17-. 4 f ..._., ___._. ° �_, ,%`:t3;o �, e> .. J/ t F . ,, 1 1 IP 1 6.,7' 4DY) i e n, .. _ �; -1, .. € ,` '! - - , r s .. , „ } ' r5� .r R-W i\"\ - \- �. --- y it .� ..:,. .. :,,... ` STORIAWATHi ✓ --, ry._ I... \,. i. _ -_ "r NY1 r , . ,s V J . / ra P !\ j \ Y °w 1 .ate FACILITY A - - - \ - - b..'- P �.. r , ✓ .,e ;, r _ .: �/ 1 5.78 T}'M r .A`.....:. .... 1 - NORMAL WATER ., .... '.` \ € . ✓' ,: ... - a IP g S ... ..... SURFACE ELEV=9.50 \ . s. , P E / _..... _.... i i ,r , -- , ri ���1.�` \ r v : -'`a: /� ~ i. E ~141,7 { r 9 FDIC DRAINA T %rQ ' .. a" .- c, .. 6-_"�... I s € i ,4. .: '. E ENT / -.-.,.A- �, r. ,t C .✓ /- 3I�"? z_ / . s r, f 5 /, : .. - - AREA _ - _ STOCKPILE � =- _ .. .....-._.-....-_ . 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I / `` _ -- - . 20' STORMWATER MAINTENANCE EASEMENT _. _ O �.: \ \' _ - z. e..'^-' ,:-,' TEMPORARY -. t o-,� = "'' \ 1 i 1~ lr� DIVERSION DITCH . . vT, ��_ < � _ , II"I ,: ON —SITE STORMWATER DRAINAGE SYSTEM IS PRELIMINARY AND SHOWN FOR ULTIMATE STORMWATER CONVEYANCE TO EACH STORMWATER MANAGEMENT FACILITY AND FUTURE INSTALLATION OF INLET PROTECTION. STORMWATER DRAINAGE SYSTEM WILL BE BUILT FROM SEPARATE CONSTRUCTION DOCUMENTS. STORMWATER OUTFALL PIPES FROM EACH STORMWATER MANAGEMENT FACILITY TO ANOTHER AND FROM STORMWATER MANAGEMENT FACILITY TO THE EXISTING DITCH TO BE INSTALLED WHEN STORMWATER MANAGEMENT FACILITIES ARE CONSTRUCTED, STORMWATER MANAGEMENT FACILITIES ARE TO FUNCTION AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION. ALL SEDIMENT IS TO BE REMOVED AND BMP'S RESTORED TO THEIR ORIGINAL DESIGN PARAMETERS AFTER CONSTRUCTION IS COMPLETE. A TEMPORARY PORTABLE PUMP SHALL BE MADE AVAILABLE TO DEWATER STORMWATER MANAGEMENT FACILITIES IN CASE OF EMERGENCY OR FOR MAINTENANCE PURPOSES. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 5544 Greenwich Road, Suite 302 Virginia Beach, Virginia 23462 757-490-0132 FAX 757-490-0136 Key Plan N.T.S. 150 0 150 300 SCALE IN FEET w Z No. Revision Date Arpvd_ Dosigned by rT Dr: wr by j� I rJle,ated by SIW (VO) chcckeJ t.,J' JT Aop,oved y SRD Scale 111=150' 1 D°Ie February 23, 2006 Project litle Tanglewood Subdivision Elizabeth City, NC sued for Erosion and Sediment Control and Stormwater Management Not Approved for Construction D•awing Title Overall Erosion and Sediment Control and Stormwater Management Plan Drn'A'ir�g `Jumbcr C-2 She-, of v3 8 Project Number 32157.00 257,00-'F.5-E_;.DlVG f,0(;,0,!))9tpS OVl XaP S7 -12?ut -. - - - - i_I.+':_- _ )i7 -T T T 'l i" I - =4 T!i`'e 7' T TV �Y-., ! 1 I r f _. 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SIj• a NORNAL WATER y "� . ; z. � � '��- � ,.... •'• ,�4 't/�f ."I " ;.r` �'. e� SURF•ACF E8v= ' .' ;'>- 'C'—..... - - , p �/ `� ' .... i -- / %� - , ». S. �•°". ,�` r `l ,oF: E s:s,c.+..?- - INV=9.5 -,- 'a /, �- .-. ln,�.�' - % - �4,t�� r,.�� �d •< �. �..,a°° �\.. "-' �r. - � "- ��� ���lT ", r ' in ° 4 - �.> ......... __ .s a-.....,, .. <_....:.... .-. --. z2fl5WATER 0.13 .�EMENNT8F CJX j l a - ... •X. \ 9+ j; y Ir I r _.....-;, `'-' s <; P , �, ; � , e >.a, /i , � _ /�`/ °\1°..a':•� �' tl:+li" - :gyp-_� ass • TORUWA IN p 41 S rS> ,t TEMPDRAItY f ' -< -'::. _ -: -� � �- ...; �. ..... ., ,,. � - t -.. r 1 -._ �. �,3 - "" 'a. i v i O..ERSI�NJ DITCH, . ' - \. \i _ - [ 7.21 WF f. Q' i , ,_...._.. - \...-" '. � `, :.. «.,Ys.. `� .t ."!r� \!' '<.I �, „„„„„ -ly- \ � �� •'s ^'" J / I oRAINAGE EASE T r G r g � , f ., ,; <.a m . • ,, rg t . '" r ^^-r,,, ' - e ,�. / 20' S & ATER - -'Q.. y > j\ _f. MAINTENANCE EASEMENT - f - r r .ETC ILE , e �'� , m s y x Al�0 u, / F Pr x I d : TEMPORTiRY -...: :,:' , � .....»» �. 4 „erg ?� )( i « DIVEI3S1oM"rsITCH.. , r > AREA �_ ,IsTOCb : �u 20 PUBLIC DRAINAGE EASEMENT 1 ✓� r,; / /3 / I gg f... i•, . 20 STORMWATER MAfNiNANCE EASEMENT 9 16 > V _ I=3.22 5I4V=11 � _., a.- „ �. __:�f• 019TOCKh1LE AREA :4 x - . ' '.. .:. . - .:- � I. � x ..,„,: ; • , _ .: ^'-:.. � / i ^, s IP I / /- v- 'r �� ,' .MP o / TEM CTIAARi' :, , _. " � -,", -.: �-.`"'ti. r+ t: :,. _. ':• / r ro :.,e ..w'- -•y � / , d.. �:Lil� Q:'J ULI CH � _ .. t J/.. `✓, >, „ DIV`-RSIDN C CH/ 20' STORMWAIE , I. 7•' U 17 ✓` ,.:.. � a i +` ,\ v,. ,:' '. A !" � !. ''' EASEMENT i E. f « < t b- ..,r- - _ j 1.14 WT .: R .. �. A r r .i 6 � € �// ,, .. .� � `:..."'..""" .l',. s..,._. v i ✓ fir,`/ E 20 'XABLIC DRAINA- I-aa4 ] o.a4 oUT ;.:✓ „ TEA, DRARY L . n4 .. ... ; ... STGCI�FLE AREA /, , , '''�-- _. 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Transportation Land Development Environmental Services 5544 Greenwich Road, Suite 302 Virginia Beach, Virginia 23462 757490-0132 FAX 757-490-0136 Key Plan N.T.S. 150 0 150 300 SCALE IN FEET 1 Revised storm pipes. 03-24-06 N(� 1�e ,c [,e ;ign ec by jT Crawr h.: y [,hocked by SF CAD rhe:b?d I 4ppm/pd by SRD ``°Ie 111=150, �Jnt° February23, 2006 -f a,eci 'Mlle Tanglewood Subdivision � � Elizabeth City, A - y. j NC :. r �'''*< F s �Y' w-1, , f7jjjj 1 {yq �/. r � , \ _ Erosion and Sediment Control e h26' PUBLIC DRII R6 EASEMENT - RECEIVED INY 8. d S tormwater Mana gement 5 _ w 3 SF _ _.., , � ., ...n s37 53 �°����'3.2'� Not Approved for Construction \Z\\� 0 12 0 11 0, D 0 9 F� I r0.39 C11 I=1.2B 010 I=2.18 09 R= __ \ ,•'.°" 4: 7•�;>�; 7I-� Drc d.,nr_I ..I'I I=0.38 CV I=L2B IXIT) i=2,18 OI1T .. ., D Q ( �R i � \ \ "'.tee_, --_-'--. l,I _ s 20' STORMWATER MAINTENANCE EASEMENT SF -- - - _ <r_"�:.:,. -/`f fa,. ' TEIUPORARY PRDe� W DIVERSION DITCH ON —SITE STORMWATER DRAINAGE SYSTEM IS PRELIMINARY AND SHOWN FOR ULTIMATE STORMWATER CONVEYANCE TO EACH STORMWATER MANAGEMENT FACILITY AND FUTURE INSTALLATION OF INLET PROTECTION. STORMWATER DRAINAGE SYSTEM WILL BE BUILT FROM SEPARATE CONSTRUCTION DOCUMENTS. STORMWATER OUTFALL PIPES FROM EACH STORMWATER MANAGEMENT FACILITY TO ANOTHER AND FROM STORMWATER MANAGEMENT FACILITY TO THE EXISTING DITCH TO BE INSTALLED WHEN STORMWATER MANAGEMENT FACILITIES ARE CONSTRUCTED. STORMWATER MANAGEMENT FACILITIES ARE TO FUNCTION AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION. ALL SEDIMENT IS TO BE REMOVED AND BMP'S RESTORED TO THEIR ORIGINAL DESIGN PARAMETERS AFTER CONSTRUCTION IS COMPLETE. A TEMPORARY PORTABLE PUMP SHALL BE MADE AVAILABLE TO DEWATER STORMWATER MANAGEMENT FACILITIES IN CASE OF EMERGENCY OR FOR MAINTENANCE PURPOSES. a e Overall Erosion and Sediment Control and Stormwater Management Plan Z :gym C-2 .sheet 3 8 Project Number 32157.00 wo 0) c)L MS' 0) 90'04Y h .,t IT1 - IS ?1 1}u I!•�� t e'i lY` F'�� '1,7 I. s T' ' 11• r '' 41r ''11 `!�f'•. rf � 'i i ,• E 1,: ,►'n' r,•wr , ! ,. ., ... <, -. €,. d., ,. :. ..i � .M. -. at,Y, ',.:C .�..., s, t _i 7'I , J' � �.��. - - .. �. F�. ., �. �; .'�. , - I 1 �. �i 1' •,T € 4 r,•'�` '•?4' el. rr� 521 _ 7. 00—ES—E= . 0,4 P. \32157,00\cad\Id\Planset\E&S Planset\32157.00—ES—ES, LEGEND ® IP STORM DRAIN INLET PROTECTION SILT FENCE CE CONSTRUCTION ENTRANCE o RSS ROCK SILT SCREEN TEMPORARY DIVERSION DITCH rd. r F 0 i `a ;y r 513 OUT) 1 x', 7 : F e fi,f • / 1 � a � L j I I i TEMP'01AT ° - " 1 4 171) - DIVEFLSION UI ITCH >. ,— 4P 7 < 4 20' PUBLIC DRAINAGE EASEMENT :Ya :, \ s-.. �. ®RSS .� 2, .. r :ram e; r i . ✓ y _ YYY... A ✓� f� Y1 20' STORMWATER. MAIN ENANCEr"S�MENT U To - R , 1 = 3.22 , 0,15 r - /�1iP r f1UTSTOILE AREAAR *�' •' <� sue.,??,2i=+ 7' R �r < i x j i DIVERSION DITCH „ w r m _ . p STORMWATE , ✓ 1 / MAINTENANCE 1 t a ,SF �1.7 1s EASEMENT . - m 1— 6.17 P s i : * / a : 0.1801 01 r . — (je ° i a7i F P gg@ „ 34 QUt t�Q• _. R ti s OC61LtEAi2EA . �ARY .a s d r G i / t DIVERSION, DITCH , ` .m t y , , ,r . i TE 001, r / _ \ % - 71, u. k � f ai 3 a , i ' • ... STORMVIiA7ER t j MANP t' m• A - „ r / +per t ^ e � 0 A -� n y .-- 1 5 -y NORMAL .WATER `., ' \ ' , i „'.. - ` 12:��.' .`a,� � �.-�-_ :.:« ,< .ep'` m t SURFACE ELEV=9.50 � � . - r13.Em:ii. �' •'- +`" 4• �e r, ,p Y a p, u L— ::. , 1P11�.�R H:�OOP `. _ " e c t.7 I' - 6 ON —SITE STORMWATER DRAINAGE SYSTEM IS PRELIMINARY AND SHOWN FOR ULTIMATE STORMWATER CONVEYANCE TO EACH STORMWATER MANAGEMENT FACILITY AND FUTURE INSTALLATION OF INLET PROTECTION. STORMWATER DRAINAGE SYSTEM WILL BE BUILT FROM SEPARATE CONSTRUCTION DOCUMENTS. STORMWATER OUTFALL PIPES FROM EACH STORMWATER MANAGEMENT FACILITY TO ANOTHER AND FROM STORMWATER MANAGEMENT FACILITY TO THE EXISTING DITCH TO BE INSTALLED WHEN STORMWATER MANAGEMENT FACILITIES ARE CONSTRUCTED. STORMWATER MANAGEMENT FACILITIES ARE TO FUNCTION AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION. ALL SEDIMENT IS TO BE REMOVED AND BMP'S RESTORED TO THEIR ORIGINAL DESIGN PARAMETERS AFTER CONSTRUCTION IS COMPLETE. A TEMPORARY PORTABLE PUMP SHALL BE MADE AVAILABLE TO DEWATER STORMWATER MANAGEMENT FACILITIES IN CASE OF EMERGENCY OR FOR MAINTENANCE PURPOSES. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 5544 Greenwich Road, Suite 302 Virginia Beach, Virginia 23462 757-490-0132 FAX 757-490-0136 Key Plan N.T.S. 100 0 100 200 SCALE IN FEET 1 Revised storm pipes. 03-24-06 No. Revision Date Appvd. Designed by J l Drawn by T" D Checked by sD1V! CAD checked by JT Approved by S M Scale 1 "=100' Date February 23, 2006 Project Title Tanglewood Subdivision Elizabeth City, NC Issued for Erosion and Sediment Control and Stormwater Management Not Approved for Construction Drawing Title Erosion and Sediment Control and Stormwater Management Plan 0J.%11llll!/iio Drawing Number ccC�AR�,�o��w w T _ C 3 p ve a 02 714 a ;+ 2-nIq& : Sheet of o �� •�I w+��i�L 4 O :i'� P ��. •+�Ru•• ®� bpi �o®de777��'[�E�rea0502520 m,�f Project Number 32157.00 G& 32157, 00—E-S—ES. D WC P: \32157.00\cad\Id\Planset\E&S Plarset\32157.00—ES—ES. r lop �rN L _ AA r+ - - aa•�„w � _rr„- - . .•' k +, .,. _.. Y !� i_s=,.,i `uaa.' �N�'-a*:_ \ `R. . _ - f �: `..�„S` G "r a -: `'i S^a€- i�f xfsCl_c ♦ "c:.1 x • y »tl IMPOR R DWER D11�.. V. twq i -4 �, 4 10.24 ' S. 3 v N . ✓' a V•yd ., e' /. ' / .: gg R , STOP KPtLE All are 2119 Sr �; -� -%' .i�. 4 °`e.., �° �.#„ „.i .aa ,rg i '. i?6",. .. \ "k.,� "•.. a` T B - �.� _ � •' ..My�� .n.. ... � ,... ,. � . � �::�'°, q, y ,, Y, �E--'e""f %mt r" y c 't '` -- � f .z - 1 .\ „�. S .� IP w. _ r .,, ITEhAPORlRY : �� � ,IL t II . , i r �,763 SF" e . j w, ti m, - 01 ,, �- MANAGEM T .7. ,. IP �.�' » — — ",. NORMA WATER /� �`,c. :.... r. �� � i:� r j Ell .... � j _ SURFAC E. `\`\ •' c INV=9.5,�rz , Nil- i v vv � , -:rt,. // —y: n� cG i �. a =- ,•, � � ♦' :' -., c �� 'env t �°`, sdi 9�t _ A - � � r. vvV �.�•i •_ � , y¢p� e t2 r v;� *.: 4 - RM " i ,1, ,.. AINTENA EASEMENT a S 10,002 s ��•- .� M NT .....- 1 = 9.2g P j'' C .`: r € _ .. �t r s ♦ .1 �? �? 1 =9.29 m_ .� .. , t a -Ile IN Po r a € SF y\ ' { 4 t q ain ' )Pe2 SF I m� I i _ a L SV. s £ r 1 s✓ 7 r g � f � / u / t l# �, � T N �€ dW v 12,042 5 F '=5F 5 12,461 Nil PII ' . °?200 a , o-. A r✓ 5 x STOC11C ;LE AREA r✓ t j . , 1 v, , LEGEND IP STORM DRAIN INLET PROTECTION SF SILT FENCE CE CONSTRUCTION ENTRANCE 6 (7 RSS ROCK SILT SCREEN TEMPORARY DIVERSION DITCH ON —SITE STORMWATER DRAINAGE SYSTEM IS PRELIMINARY AND SHOWN FOR ULTIMATE STORMWATER CONVEYANCE TO EACH STORMWATER MANAGEMENT FACILITY AND FUTURE INSTALLATION OF INLET PROTECTION. STORMWATER DRAINAGE SYSTEM WILL BE BUILT FROM SEPARATE CONSTRUCTION DOCUMENTS. STORMWATER OUTFALL PIPES FROM EACH STORMWATER MANAGEMENT FACILITY TO ANOTHER AND FROM STORMWATER MANAGEMENT FACILITY TO THE EXISTING DITCH TO BE INSTALLED WHEN STORMWATER MANAGEMENT FACILITIES ARE CONSTRUCTED. STORMWATER MANAGEMENT FACILITIES ARE TO FUNCTION AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION. ALL SEDIMENT IS TO BE REMOVED AND BMP'S RESTORED TO THEIR ORIGINAL DESIGN PARAMETERS AFTER CONSTRUCTION IS COMPLETE. A TEMPORARY PORTABLE PUMP SHALL BE MADE AVAILABLE TO DEWATER STORMWATER MANAGEMENT FACILITIES IN CASE OF EMERGENCY OR FOR MAINTENANCE PURPOSES. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 5544 Greenwich Road, Suite 302 Virginia Beach, Virginia 23462 757490-0132 FAX 757-490-0136 Key Plan N.T.S. d 100 0 100 200 SCALE IN FEET 1 Revised storm pipes. 03-24-06 No. Revision Dote Al Designed by ' J 1 Drawn by T Checked by SR D CAD checked by T J 1 pproved by Approved JRD Scale 1 "=100' Date February Project Title Tanglewood Subdivision Elizabeth City, NC Issued for Erosion and Sediment Control and Stormwater Management Not Approved for Construction Drawing Title Erosion and Sediment Control and Stormwater Management Plan Drawing Number //19��1fA/1i!/�' L�°' 6 ,,, C-4 P • 714 qqU • �O ;M Z e"G Sheet of �:•' 5 8 ®saps$$ige$�eap4�p4��9+0o Project Number 32157 00 XQF 32157. 00—ES—ES. DWG 0� dtw • 11 1 } ,}�i Si it 5'} YI YIf I•'f_ P: \32157.00\cad\Id\Planset\E&S Plan set\32157.00—ES—DT.d EXISTING GRADE EXISTING GRADE EXIST11 R/W EXISTING GR/ R/W R/W SIDEWALK (4" THICK) �X 1CONCRETE SIDEWALK (4" THICK) 2.0% MAX 1 µpX R/W 2'-0" MOUNTABLE CURB (TYP.) 1 /4':1 ' STANDARD 2'-0" MOUNTABLE CURB (TYP.) N.T.S. 60' BASELINE 'A' 15' TRAVEL LANE N.T.S. 72' R/W BASELINE 'A' AT ENTRANCE 15' TRAVEL LANE WITH MEDIAN N.T.S. 54' R/W TYPICAL ROADWAY SECTION 12' •£RAVEL LANE N.T.S. 72' R/W BASELINE'C' OF FINISHED GRADE 1 /4': V 1 %4� _1 R/W R/W ti J1 :I� 1 2% MAX. 1/4'.-VP3 EXISTING GRADE R/W EXISTING GRADE EXISTING GRADE NOTE: ALL BASELINES REFERENCED TYP. ROADWAY SECTION UNLESS NOTED OTHERWISE Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 5544 Greenwich Road, Suite 302 Virginia Beach, Virginia 23462 757-490-0132 FAX 757-490-0136 No. j Revision Date ppvd. Designed by Drawn by 7 A Checked by S�h iliJ CAD checked by J 1 Approved by SRD sale As Noted Date February 23, 2006 rroject iitie Tanglewood Subdivision Elizabeth City, NC Issued for Erosion and Sediment Control and Stormwater Management Not Approved for Construction Drawing Title Typical Roadway Sections Drawing Number C-8 Sheet of 8 8 Project Number 32157.00 32157. D0 —ES—D T. D LNG nos _ =i+51-f- .�r�k. ] .1 ,1' ; -I' rf � 1 � r. 1r .r'� .ril �5��4 [ •r�11ri r.',i �f`•� • �c'. � fir. ,. .>. .. .. .. .. .. ..-[-..._ }: ,�t • i.� ', i'.=• ',r �}�.r .'.i 1r-. ,.J :{ ry ��I%! " 11 , '} _. a �,K /� \. Genera Notes ! /,� .1N \ . ' , 1. HORIZONTAL MERIDIAN OF THIS SURVEY IS MAP BOOK 40, PAGE 14, RECORDED IN ,� ,,, ' . `'"ry `" \ THE REGISTER OF DEEDS OFFICE OF PASQUOTANK COUNTY, NORTH CAROLINA, ' =- �� - " f` ' ) v PLAT RECORDED JANUARY 12TH, 2006, FIT TO MONUMENTATION FOUND IN THE ��� �' \ 1. FIELD. h� , <� r _. 2. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED ON AN AERIAL SURVEY »» '� - �' \� - , �,, 1I �� \-�I, \ *I , �,�, ,I -1:�1 '%L�- *� PREPARED BY AIR SURVEY CORPORATION, FLOWN ON pECEMBER 2, 2005, J "- w- - - \ SUPPLEMENTED WITH ON -THE -GROUND VERIFICATION SITE VISITS IN JANUARY, . - . - ,� \ °N 2006. . J�-,.. , -�\, "--� v ` P° v N /F Nl,�, �,k' ",:,,/--, 1 � II,,, --0 ,:� _ % , 1 ," .lIk- ,�""� -�I I�I-Ik,', III �I, /,ll� A� --,/ 1 -". I - I -- I "/ �1,, �I ' I 1I-I � , " .I1 I .1 1 " ,I 1, I-1 , 111�, . 1II�I � L .I ;\lNl�I1.k,1-lI �",�1I� 1 I\1. .. 1,,,�I. � , �:- I 1- " -,- . ' I,.. .4I. I *, �I.;I "L, ,I \., "" I'#"%"_�, ", . 1.',� ,��. I�I��I,I M," ., 7 ,�I '1,- ,.-"�.I - i, )I,1\"� ��-,I I1. 1,k,"'�.-,,\k. 3. NO UTILITY PLANS OF UNDERGROUND UTILITIES WERE OBTAINED BY VHB, INC., AND I `` `° \ 307.40 AC. �I %-,� .. \I� ,. , .. !1.\ 1�\\\.,, " % -� 11,L,:,,'I,11� ��,-N."- - --N % . I - � ,.1 . 1\ II� 1I . 1-\'.. , ,\� "II , ' " o ` SHOULD BE VERIFIED PRIOR TO CONSTRUCTION ACTIVITIES IN THE AREA. ��� _ a �0� _ M.B. 24 PG. 39 IPE ` v CITY OF 4. ELEVATIONS AND THE CONTOURS BASED ON SUCH SHOWN HEREON ARE � v. I , `t_ I-, `� ' "11,v " � A ELIZABETH CITY 4/ REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. PA 981 x �1, 11I \ _..� ,\ �11 I - , - -- - � -, \,I \.'11,�\'\ .. ,- � �� , ,1 / ', �.." ,lIi I: e�,"', - _ I � ` � RCEL ID: 7994 9Q5 G� •` � ., D.B. 640 PG. 463 5. PARCEL 3 LIES ENTIRELY WITHIN ZONE X (AREA OF MINIMUM FLOODING) AS . -_- 1 I - IPA -'= ' v ZONED 1-2 SHOWN ON THE FLOOD INSURANCE RATE MAP FOR PASQUOTANK COUNTY, NORTH 1' �, CAROLINA AND CITY OF ELIZABETH CITY, COMMUNITY PANEL NUMBERS) '�� , \. ..°� \ � 3720798200J, 3720799400J, 37208903J AND 37208904J, ALL DATED OCTOBER 5, --- ; w �h ` 1 � `"� , - "\-e - N. ``I 2004. _'� vz V IPF ' ° I , , "� 6. PARCEL 3 LIES ENTIRELY WITHIN THE . R-15 ZONING DISTRICT OF ELIZABETH CITY, V \`' � O ` % % 9• 11 NORTH CAROLINA. N ° : .. ,,, 1a, '' E �.. �- ° % . �y��,r .. b' � - "--. L �,g� II.I./ 1.. / 1\ 1,-- i !_ I'/, 4, : 1 .,�,.,/,/11 � .�-,"I,,1,'' . r�„ ._ - . .� =`tom ,� � � � 1 ,, ��, O� -11 : _ / \_ _._ ;.. t '. �. '♦. A y J -' y - :.. / r i n - „ i1c_ / _ _ �' - _4\. w ✓ • °+w.._ �aa ,may, ....�\'\, i z § ,g� y `L \ €-. j ( e j -1 . ,/I . , I L J F i „ , �� .r : , \ d �� - r 1- ",.. 4 (ice ; ,\ i-♦. '� 1' a' \ _ 4\\ h q 4 .. : � . "" t I ," -~ 1,` ., - _ `,\ yyy . ; x ., , _ , \ , ;. , ., t -,, /, ` l-I 1A O , ._ "A. ,b - \ t e , r" �; Di9 t - ti �1 ,I/- I at .� \ s' W - $3 \ �' �.. , - , '; Cs , u' ♦ ...... ..:., y - x y , , .. _.. -» .. e. , 1 - , : : . � � _, r -,, f �. w y j \, t » ' I - . \ F -t � », , . PARCEL 2 , W. , ti ®: PG. 6 \ `\ _ e M.B, 38 _ 11. , M.B.40 PG. 14 - `. s w 3 w ,"-I i - _ TANGLEWOOD ., i /' _. DES OPMENT LLC �. \ j PARCEL` , 7993`780414 \ -1� 1% , 1 i P _I D.B. 8 PG. 19 s --, 'e� \... 1 \, �\ .$' ,, ZONED -1- -1., '; �� ��. CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT CHORD CHORD BEARING C1 750.00' 25'21'59" 332.05' 168.79' 329.34' N04'07'46"W C2 700.00' 61'47'42" 754.97' 418.90' 718.91' N22'20'37"W C3 425.00' 34'46'24" 257.94' 133,08' 254.00' N35'51'16"W C4 425.00' 33'53'56" 251.45' 129.53' 247.80' N01'31'06"W C5 425.00' 68'40'20" 509.39' 290.31' 479.44' N18'54'18"W C6 675.00' 22'49'31" 268.90" 136.26' 267.13' N04'01'06"E C7 400.00' 25'49"03" 180.24' 91.68" 176.72' N05'30'52"E C8 400.00' 28'48'39'" 201.14' 102.74' 199.03" N04'01'04''E \ � - - , , " I I I , \ 1 1 1 i � , , , I 0 \ \ \ o r r �,-,I p an f 4II jt . '^ .} �, � I ...... ...... ..w �� '� '\ . , ,P k , L _ .. - a j `k.., i'j /� ' / ! " c �'I 33 41 I /�/ a. , I , 1,� , I - I � ' � 1 , , , I I . kI � I, " � . y \ P► CEL 3 { i1 _ � . , 1 , , � . . , I� " %" " " � 1 S I 1 �I , I k %1 /' ,,. / ! 1' e ft q /II ' . 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I/ I"" . �I I °` IGLEWQOa �y t C° ;�, 1. , `�', 4 �h ," I 1 �" �.-1I, 1 "-- , .'I, "1 .I ' - ;I I 1Z -NNIS , .1- .. .1. "-� I - � , , , - * � . .. -., 1 - -� 4, , . ,', .-1 � �1 - -. , , /. -4I . -. 1 � I,- I �� � - , I-"��'1�I I I-� I I- � �, I- I1 ,. �� �,\ � , -\ � � ",, , \, � I �, "I-� 4,-I , "\ I , 'I��--. \ .-,I 1, � N -- N II , 1 , � 111 N I1 ..�1,� , 1 1 ",11 .I %�� I , \ I. , I I 11 I1. . . . � :1 ,1 1 � . , ,�.. .; \ ,�� . ,��k 1I\ , - -.�'-, � .t , -�I .-, I' I,. I , I -"N\ - 1 I. 1�- 1, -\" 1" - " 1-- - , q 1 -�g� I�\ k�% . � .\Il \ i�l,I . --'i\- -iI � '. . I, g I- f I ��./ I. � � .� I: /I� � /w1 , 1 I 1- .,e I I. I- � ��,�i IA u D LOpMENT; LLC _' EASEMENT ..� - ,*P 46 -, \ ,,- ,v 1` I1 . / ; \ M.B. 40 PG. 14 ARCEL L. 8 Q3 099 4 1 ; ; _. �. -D.B. �G. 19,_ v v \ of / ;L w t�- ( p 8 r - '1:.T \..\ \ I I. 3 "' `, w 'e �% `-- (f ;- ' t I t 7 j / N F ♦ \ -1 °, ~� "N -_ _ , r` . WILLIAM G. MURPHY y _, i:; r :: ACCESS AS \\ '♦ � °�:. --�. 1'' SHOWN ON - 11., ; h ti ` �, f �` NCDOT a , � # RCEL ID: 8903 38236 ANS .� _ - /' x D.B. 533, PG. 401 N! DISK . . I , y . . ' ZONED A-1 ti v ti ` ` �v \ �1 v 1 ` r.. z' .-_ y s v -- a / , __ ,,4, •E , `y ; .h \ _ f _ w `, ,..... ♦ ,�\, l .dry. . \ l w.. s t f ( `� .._. .- _ ta,. " _ IPF - , '.•i,' ` ' . -,.: `1° v \ ' °^,... `' , ♦ � ..._ . � %' r i u -ry�v � �, NCDOr4E_,.EASEMENT j I � �'1 �' v j- e zj, ` r / 11 i ' � r R/W �'tANS -3449) ",,,s )v ,� Il- � ; , v S, ?' - 'k �..d - � , v - -� -� � :. v � < v .v' '� b t � I. N , .♦ t \ !: � T RIpj y - � 3m 1,Q 'POE .f f e f ,z X - . ~` 1\ I , pI T� O .. 3 2 COOT EASEMENT A� \ , .,� r N/F c A SHOWN `z_ _ _ 1 /� '° �, �� ,y �� v�. 14.83 AC, _ '9! _ 1, _�� . ��. _,-. - . � �' , . q " LAN U S449 +. I,, r R/ ' S( } - w � P ® m p -- ---- - / r M.B, 24 G. 39 mac' ..: q „ ,. <rt �. ".. l b.. r oe� 4�� 't -1 - _._ -� ,� .� - - "_� -�- . � � _-- -CIF � � �r - CITY oF �� .- � t 'v / f f !� - S3T53'S3"W 2263.28' - r" ,' BETH CI :3 .. F•1 �j-LrV { '°".:.: t -46 ", z ' - . / - = -- °I 1 PARCEL ID: 7994 905981 47 �� "-" .^ �-1M _` �-ice-Jv � f A - �.v , y 3� r /�= O B 640 PG 463 .; , . ._:a -- N /F \ :< ®. l0. _�- s��. BARBA RA BRITE . � , L PARCEL ID: 8903 174264 „" -� - D.B. 103, PG. 267 1.1�- � 1,I V i -. ,I, -� �,", QI,-11. iLI I,�-9 I , . 1 I�,1�,. 1 X ,;,,,I " �' 7I'ek , . ', I,N- I�IyI�--, . NI. ,.. --,<1 IN�- - --1��I, ..,A-,I-- lO1 c.1",O� . ; ��-SN."� �1-o 1`1"1,- It N>" �1I .1, "1� , 1-,I. ,�11S. , ,-" ..1,.1 �- I11""11; ,1I -\ �1"1� I 1 ,.,\., , ".. . -, ,,' .'-.. 11 I�. 1 �I I," m:, V . ~'1 �e -� ZONED A-1 . I,. i _ 1._ ; N� � ~._ ,.. -� Z I �� .. �� �_ - ., 4 . , z r s., �, , . � Z' ". � � ..' ` y /, I- 1 � :�. I � 1 1� I1 -I I I -� 4 �I ), .�I III1 ,�.t 1I : 1 1� I 1. . . ' t , , I1: ' " . I � I� I - � /, � - I- ,1 . 1 - �, 0 A R I ,1 _ ', 0 ' ;°-, :, ,i v ZONED 1-2 ' / r - 1 � f ^�ie i ". 19 `' - "i1 r k -" \ , I , " " � I , I ; I I I I% � � �I P t' ,�, `» ,,r / x ,� a a �s \ IPF \ 150 0 150 300 SCALE IN FEET LINE TABLE LINE LENGTH BEARING L1 77.48 N16'48'45'W L2 192.26 N08'33'14"E L3 195.30 N53'14'28"W L4 1 152.90 N15'25'52"E L5 1 153.53 N07'23'39"W L6 1 187.66 N10'23'15"W Vanasse Hangen Brustrin, Inc. Transportation Land Development Environmental Services 477 McLaws Circle, Suite 1 Williamsburg, Virginia 23185 757-220-0500 • FAX 757-220-8544 Legend OO DRAIN MANHOLE ® CATCH BASIN O SEWER MANHOLE 0 ELECTRIC MANHOLE TO TELEPHONE MANHOLE O MANHOLE � HH - HANDHOLE BOLLARD O WATER GATE 4, FIRE HYDRANT ® GAS GATE -, STREET SIGN * LIGHT POLE 0UTILITY POLE U GUY POLE - QGUY WIRE MONITORING WELL cc EDGE OF PAVEMENT Vcc CONCRETE CURB scE VERTICAL GRANITE CURB BB SLOPED GRANITE EDGE BITUMINOUS BERM - GUARD RAIL -x x x- CHAIN LINK FENCE DRAINAGE LINE - - - - --• SEWER IN L E -OHW- - - - -OVERHEAD WIRE UNDERGROUND ELECTRIC I- TELEPHONE LINE GAS LINE w WATER LINE ooaa000 STONE WALL TREE LINE -100'971D0-FT BUFFER ZONE 100'RA 100-FT RIVERFRONT AREA 200'RA 200-FT RIVERFRONT AREA - �- LIMIT MEAN ANNUAL HIGH WATER AF1-100 El - - - - LIMIT OF BANK BF1-100 A- VEGETATED WETLAND BOUNDARY ) Ft-100 Project Title Tanglewood Subdivision Elizabeth City, North Carolina Issued for Drawing Title Topographic Survey Existing Conditions Drawing Number v -1 Sheet of 1 1 Project Number 32157.00 �D ofe dvuj h� °I s rT1. 1 i _. ' I ' r _ - ' f 1 `' It 1, '-1 L . t ,' 1 11 1 i.� s d I � .- F , <� � � I .. i 1' ,:I i I I' •, f .� , 'l +i� li a Ili .{ ,. '� �� �,) p { f �i, it v �i 1 �i .5 :,' f �, ,•- J. r I ��! t (- i. Y ' %i'.'. 1:' ,•. f ly •4 t;�. $r' ,.5.. ,.i _. .-'� - ; .. .+,., l,' _,., -.,. " 1'' , ..,.f 1•;.1 �..?,. ..'.._ ..re i• \\VABEACH\32157.00\cad\sr\planset\5v-1,dwg Project Title Tanglewood Subdivision Elizabeth City, North Carolina Issued for Drawing Title Topographic Survey Existing Conditions Drawing Number v -1 Sheet of 1 1 Project Number 32157.00 �D ofe dvuj h� °I s rT1. 1 i _. ' I ' r _ - ' f 1 `' It 1, '-1 L . t ,' 1 11 1 i.� s d I � .- F , <� � � I .. i 1' ,:I i I I' •, f .� , 'l +i� li a Ili .{ ,. '� �� �,) p { f �i, it v �i 1 �i .5 :,' f �, ,•- J. r I ��! t (- i. Y ' %i'.'. 1:' ,•. f ly •4 t;�. $r' ,.5.. ,.i _. .-'� - ; .. .+,., l,' _,., -.,. " 1'' , ..,.f 1•;.1 �..?,. ..'.._ ..re i• \\VABEACH\32157.00\cad\sr\planset\5v-1,dwg \C.UU \IU \r"fUliJCI \CL'.•D 7 UIIJt� \llvlr Cr', V_ S BMP ID' 1.39 Ac i ,j ROAD 4.86ac ,, ,/ /, 1: �-`: � r ; ,• SW 1.12ac , i �, TOTAL �1.09 'Ac - - LO S�'38 (1 U00 = sf), ot ��� i %�MP „ .31 c 56 15,000 sf !( . ,2, 2 5 A c`�X • .ROAD 6.38ac ............... Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 5544 Greenwich Road, Suite 302 Virginia Beach, Virginia 23462 757490-0132 FAX 757-490-0136 goo 0 100 200 SCALE IN FEET No Date Appvd. Dcslq.ned by . JT Dr;iwr L>y JAM C hecked by SRD CAD checked byJT Approved ev SRD Sale 1"=150T February 213�, 22006 Project Title Tanglewood Subdivision Elizabeth City, NC slued for Erosion and Sediment Control and Stormwater Management Not Approved for Construction Drawinq Tiflo Overall Drainage Area Map 01 2 growing Number DA- I sheet of e p � 1 8 Prcjecl Number 32157.00 I,)d /k bw .... t WERV. A?r_AS 2-22-05.DWC