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HomeMy WebLinkAboutSW8060238_APPROVED PLANS_20171010VICINITY MAP,"" NOT TO SCALE -. PHASE 1 C SECTIONS :. q A —, PE FEAR ENGINEERING 151 Poole Rd.,Surts 1001 Belville• NC. 28451 TEL (910) 3631044; FAX (910) 383-1045 www.pGalearengineann9.com. N.C. LICENSE k C-1821 INDEX COVER H !CE%MD IF'CQMAtKYJ .: C-I LgOLnS OWE STn 10,00 TO 098 -' WA STW • N- $O-] GWADM RAfi . P-I POW .7 XTALS - P] G�ENiY PO`D .e oErus -. sS-i S➢FBJ' IJiJ E4CFa'pJ CCM40. RON I o-i oE7x - 0-2 OET"s o-3 MTC s cn cn z 0 F- U LLJ En cli z 0 V)w I 0 04 N Construction P/ans for PHASE I C SECT/ON 3 Town of Le/and, North Caro/ VICINITY MAP NOT TO SCALE PHASE I C SECTION37-- CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100; Beiville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineering.com N.C. LICENSE# C- 1621 v AL g 17 ISSUED FOR CONSTRUCTION 3 0 a M 0 F w cn U 0 0 m v 3 M 0 w cn U 0 I 0 N N 5-1 E a r --- ---- -- ---- --- r a. v - ABBQEVIATIONS s s FH FIRE HYDRANT s s s SD STORM DRAIN s CI CURB INLET s s s NO GRID JB JUNCTION BOX t NAD 83 (2011) SSMH SANITARY SEWER MANHOLE - s 100' 0 100, 200 WL WATER LINE Ai zJ1 s 1 INCH = 100 FEET IE INVERT ELEVATION OF STRUCTURE h1 - P 1 _ ---- s w RIM RIM ELEVATION OF STRUCTURE � j LF LINEAR FEET F s ,� � DIP DUCTILE IRON PIPE u Z3-_ ` ~' PVC POLYVINYL CHLORIDE - n ��1 ELEV ELEVATION Al ' 1t' so e - _ - �n wGV GATE VALVE CCfie n 63 esr MIN MINIMUM A59 ITS ORI it { sa / 64 56 54 55 53 _ TYP TYPICAL HP HIGH POINT m 66 -•- v �__ ` LP LOW POINT / fi6 1 1 s d CONC CONCRETE XIO /1 6) s - _ / s3 I I C>') RCP REINFORCED CONCRETE PIPE A� - as es I I as so P� 2 � 1 4 1 R ivy i i I ��r-a TBM TEMPORARY BENCH MARK STA CENTERLINE STATION \ I\ BOA BLOW OFF ASSEMBLY 69 r U HDPE HIGH DENSITY POLYETHYLENE, N-12 DUAL WALL s I_-- - -- --� vv >Y � � ESMT EASEMENT IN 6 I / 4 - \ DE DRAINAGE EASEMENT a. EDP EDGE OF PAVEMENT BOO BACK OF CURB \ L ROW RIGHT OF WAY ,... s 8 TEMP TEMPORARY \ 9 / G71 v j PERM PERMANENT NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY LEGEND EDOSTING WL GATE VALVE PROPOSED N WL BOA FIRE HYDRANT >, WL TEE WL CROSS r+- WL REDUCER SANITARY SEWER SERVICE LATERAL• - WATER LINE SERVICE LATERAL - --- EASEMENT (ESMT) - - - WATER Life - -PSWL- SANITARY SEWER LINE -P8SS- STORM DRAIN PIPE - - - DUCTILE IRON SANITARY SEWER PIPE - SANITARY SEWER MH (SSMH) • CURB INLET (CD JUNCTION BOX US) CONTOURS FLOOD ZONE - - - -FZ - u u WETLANDS w IN n n LOT NUMBERS ea STORM DRAIN LABELS .' OI PROPOSED SPOT ELEVATIONS X� INLET PROTECTION N SILT FENCE -- I --a - DRAINAGE FLOW DIRECTION �^-► FLARED END SECTION CONSTRUCTION ENTRANCE TEMPORARY SILT FENCE OUTLET TEMPORARY DIVERSION � -� - CIVIL GENERAL NOTES: GENERAL UTILITY NOTES SANITARY SEWER NOTES CONTINUED: EROSION CONTROL NOTES CONTINUED: ALL UTILITY MATERIALS, CONSTRUCTION AND WORKMANSHIPS. SHALL MEET OR EXCEED MINIMUM UTILITY SEPARATIONS 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED I. THIS DRAWING IS BASED ON SURVEY DATA BY CAPE FEAR ENGINEERING, INC. OF BRUNSWICK REGIONAL WATER AND SEWER (N2G0) AND NCDEQ STANDARDS AND WATER - SEE WATER NOTES ABOVE CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE BELVILLE, NC. VERTICAL DATUM IS NAVD88. HORIZONTAL DATUM IS NAD83 (201D. SPECIFICATIONS. STORM SEWER - 24-INCHES (VERTICAL) CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY RAINFALL EVENT. 2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINES PRIOR TO THE 4. WHERE SANITARY SEWERS PASS UNDER STORM DRAIN PIPE AND THE VERTICAL COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION, INSTALLATION OF ANY NEW LINES, SEPARATIONS LESS THAN 24", ENGINEERING SOLUTIONS SUCH AS DUCTILE IRON PIPE SUPPORT AND PROTECTION OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES TO OR STRUCTURAL BRIDGING SHALL BE PROVIDED TO PREVENT CRUSHING THE SEQUENCE OF LAND DISTURBANCE REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS. ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S AND 3. ALL WATER AND SANITARY SEWER SERVICES ARE TO BE LOCATED 12' FROM THE UNDERLYING PIPE. 1. P12ECONST12UCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK. PROPERTY CORNER. WHEN SERVICES ARE PLACED AT PROPERTY CORNERS THAT ENGINEER'S ATTENTION IMMEDIATELY. HAVE AN EASEMENT, THEY ARE TO BE PLACED ON THE EASEMENT LINE, TYPICALLY . 5WHERE SANITARY SEWERS PASS OVER STORM DRAIN PIPE AND THE VERTICAL 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. TEN (10> FEET FROM THE PROPERTY CORNER WHERE THIS APPLIES. SEPARATION IS LESS THAN 24", THE SANITARY SEWER SHALL MEET THE MATERIALS, 3. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, TESTING METHODS, AND ACCEPTABILITY STANDARDS FOR WATER MAINS (15A NCAC UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY 4, EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION, CONTRACTOR 180) 3. INSTALL STONE CONSTRUCTION ENTRANCE, AND SILT FENCE. PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE SHALL HAND EXCAVATE WHEN ADJACENT TO EXISTING UTILITIES. STORMWATER AND GRADING NOTES: 4. INSTALL SEDIMENT BASIN AND SKIMMER DEWATERING DEVICE. OWNER. 5. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT 5. TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE 4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, MAY BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF I. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED UTILITY REMOVED FROM TOP SOIL PRIOR TO STOCKPILING. OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. AND PROVIDING FITTINGS NECESSARY FOR COMPLETION OF THE SYSTEM. ADJUSTMENTS AND/OR RELOCATIONS. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE 6. ALL SANITARY SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH 2. ALL CUT OR FILL SLOPES SHALL BE 31 OR FLATTER UNLESS OTHERWISE NOTED. 6. INSTALL STORMDRAIN AND INLET/OUTLET PROTECTION. DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. PAVEMENT AND SHALL BE TRAFFIC RATED. 7. BRING SITE TO FINAL GRADE, SPREAD STOCKPILED TOP SOIL OVER DISTURBED AREAS. 3. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND 5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS WATER NOTES: SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES. 8. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER CONTRACT SHALL NOT IMPACT THE OPERATION OF ANY ADJACENT PROPERTIES. EACH SIGNIFICANT RAINFALL EVENT (0.5' OR GREATER). MINIMUM UTILITY SEPARATIONS 4. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO 6. CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SANITARY SEWER - 10-FEET (LATERALLY) ACCOMMODATE STORMDRAIN INSTALLATION AND ASSURE A SMOOTH FIT AND 9. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL PERIMETER SERVICES, INCLUDING FIRE HYDRANTS, REMAIN OPERATIONAL DURING CONSTRUCTION. - 18-INCHES (VERTICAL - WATER OVER SEWER) CONTINUOUS GRADE BETWEEN EXISTING AND PROPOSED PAVEMENT SECTIONS. SWALES AND ALL AREAS WITH SLOPES GREATER THAN 3:1 THAT ARE TO BE LEFT IDLE STORM SEWER - 18-INCHES (VERTICAL) FOR MORE THAN 7 DAYS. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND 7. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO INSURE THAT 5. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL PROPOSED CRIMPING, ON ALL OTHER DISTURBED AREAS THAT ARE TO BE LEFT IDLE FOR MORE EXISTING PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION 2. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS PIPES SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SILT AND DEBRIS. THAN 14 DAYS. EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS BEING MOVED LESS THAN 18' OR WHERE WATER PASSES UNDER SEWER, THE SEWER AND DURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY WATERMAIN SHALL BOTH BE DUCTILE IRON OR GALVANIZED IRON PIPE FOR A 6. ALL STORM RPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION 10. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN PAVED AREAS DAMAGED DURING CONSTRUCTION. DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT AT STRUCTURE IS WATERTIGHT. SEASON. FERTILIZE, WATER AND REPLACE AS REQUIRED TO ESTABLISH A VIGOROUS CROSSING - NO JOINTS). STAND OF GRASS. TEMPORARY IRRIGATION MAY BE REQUIRED UNTIL GRASS IS FULLY 8. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE 7. ALL STORMWATER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT ESTABLISHED. KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER 3. ALL WATERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE AND SHALL BE HEAVY-DUTY TRAFFIC RATED. DEBRIS. ELEVATION OF FINISHED GRADE. 11. CONTRACTOR SHALL MAINTAIN GRASS AS REQUIRED. THIS INCLUDES BUT IS NOT LIMITED TO IRRIGATING AND MOWING GRASS AND RE -SEEDING / RE -SODDING BARE OR 9. A 10-FOOT UTILITY EASEMENT HAS BEEN PLACED ALONG ALL LOTS LINES THAT ARE 4. FIRE HYDRANTS SHALL BE RED IN COLOR AND SHOULD BE EITHER MUELLER OR EROSION CONTROL NOTES: ERODED AREAS. ADJACENT TO STREET RIGHT OF WAYS. AMF-121CAN DARLING. I. G12AYSON PARK PHASE IC EROSION CONTROL PLAN WAS PERMITTED BY 12, AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL 10. WETLAND DELINEATION BY NEEDHAM ENVIRONMENTAL, USACE VERIFICATION AND 5, METER BOXES SHALL BE DOUBLE GULFBOXES FOR DOMESTIC AND IRRIGATION NCDEQ UNDER PERMIT NUMBER BRUNS-2006-190 DATED 09-07-2011. ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL APPROVAL =SAW-2006-40295 APPLICATIONS. THESE COVSTRUCTION PLANS FOR PHASE IC SECTION 3 ARE A MEASURES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS MODIFICATION TO THIS PERMIT, IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES. 11, FLOODZONE AS APPROVED BY FEMA AS PART OF CASE ul4-04-5583A ON MAY 1, ZANITARY SEWER NOTES: 2014. 2. CONTRACI-012 SHALL COMPLY WITH CURRENT NCDEQ "EROSION AND 13, UPON STABILIZATION OF THE SITE, REMOVE EXCESS SEDIMENT FROM PONDS 47 AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL' FOR ALL EROSION #8 TO THE DESIGN DEPTHS SHOWN ON SHEETS P-1 AND P-2. I, SANITARY SEWER SERVICE FOR INDIVIDUAL LOTS ARE TO BE SERVED BY A MAIN LINE CONTROL WORK. GRAVITY SANITARY SEWER WITH LATERALS TO INDIVIDUAL LOTS. 14. IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THE SITE BECAUSE THE SITE HAS 3. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION ALREADY BEEN STABILIZED / VEGETATED, CONTRACTOR SHALL BE RESPONSIBLE FOR 2. RAIN GUARDS SHALL BE PLACED IN ALL MANHOLES, VINYL FOR MANHOLES LOCATED AS THE RESULT OF INCREASED RUNOFF OR SEDIMENT DISPLACEMENT, TRANSPORTING SEDIMENT OFFSITE AND DISPOSING OF SEDIMENT IN ACCORDANCE OUTSIDE OF PAVED AREAS, STAINLESS STEEL FOR MANHOLES LOCATED INSIDE OF THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. PAVED AREAS. AND PREVENT DAMAGE TO ADJACENT PROPERTIES. (.CQE SEE THIS SHEET FOR LEGEND AND GENERAL NOTES, ISSUED FOR CONSTRUCTION D REVISED PER PLANNING BOARD APPROVAL EMN 10 04 17 C REVISED LOT LAYOUT, ISSUED FOR CONSTRUCTION RAS 7/25/17 B ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING EMN 10/10/14 A ISSUED FOR WATER AND SEWER PERMITTING MTH 8 6 14 REV. DESCRIPTION REVBY REVISIONS - I = 030500�j1 %GiNE� gBFTH M��NF' ,. CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineering.com N.C. LICENSE # C-1621 PROJECT NUMBER 820-01C SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING GRAY PHASE PAR SECTION 3 INDEX AND INFORMATION PROJECT NUMBER SHEET NUMBER 820-OTC 1 1-1 r - SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES SEE SHEET SD-1 FOR STORMDRAIN PLAN ISSUED FOR CONSTRUCTION m�j IN D REVISED PER PLANNING BOARD APPROVAL EMN 10 04 17 C REVISED LOT LAYOUT, ISSUED FOR CONSTRUCTION RAS 7 25 17 B ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING EMN 10/10/14 A ISSUED FOR WATER AND SEWER PERMITTING MTH g g 14 REV.1 DESCRIPTION DATE Y REVISIONS \\Inuuuq oNEssJ?9 - 0305p07 r� NE� ��`� %9Br M W- w ry V CAFE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineering.com N.C. LICENSE#C-1621 NUMBER : 820-01C SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING GRAYSON PARK PHASE IC SECTION 3 WEST STA PROJECT NUMBER SHEET NUMBER 820-OTC I C-11 BM JL, r--53-'CF -24" M -Art n 67 68 NaL 69 69 68 -A ILI 7 66 ftft% JIL, 65 64 63 62 61 60 Ju ONT ' c 0 SHALL A T' !A01tr LOT Zd-1 (SEE SHEET SD-2) AIL zi-_ 12V a-N= C, 4 m A X 9ZF 4f A14 / �ot 61 0, AIL 1 #1 RIM 8.96 I.E. OUT 66.35 53 55 FES #1 C1 #15 1. 65 vu RIM 68.98 HDPE -CI #3 24 LF 18" QPF 9b 14 LF ;.22%) S96 I.E. OUT 66.35 24 LF 18" RIM 68.84 65 1 E OUT 65.29 - ------- --- ----- HIDPE 0.38% HD I.E. IN 65.29 -- -------- #2 LE. IMad RIM 67.95 E. OUT 65.03 E. IN 65.04 R.... SS9d I.E. OUT 66.25 66 I.E. IN 66-95 121 cl #4 , // ! �``-_.�--�---. �---�-7`-- ...1,-�------_., `,\- ;, r, HDPE 0 0.21% RIM 68.77 81 148 LF 18" CI #14 Au I.E. OUT 65.50 DP 0 RIM 69.24 Ju I.E. IN 65.75 I.E. OUT 66.25 IN rr 9r, 79 OS #6 OU @ 124 -7KI-.E. T 66.25)- 24 LF 24" LF 8" HDPE 0'0.397.'� (HDPE 00 CONTRACTOR SHALL 141 LF 18" TE TO LOT GRADNG (SEE 51 C, ES #10 DPE 0 0.537. 92 LF 18" 1 E. 65.50 - - - - - - - - L UnDF 91) n-43 C1 7 00 48 LF 18 RIM 69.73 I.E. 05.50 I.E. OUT 66.20 I.E. IN 66.20 JB #5 I LF 18 RIM 71.25 UMnE n 7AW zn 97 66 I.E. OUT 66.25 69 I.E. IN 66.00 68 1 #8 RIM 69.53 I.E. OUT 66.51 I.E. IN 66.51 NtL 70 CI #9 RIM 69.24 OUT 66 J9 24 LF 18" 7 HDPE 0 0. 0% 4u X itit jv- 'Au A 703 Jil z 1�v /> Lr 12 -zo 1 INCH = 50 FEET SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES SEE SHEET SD -I FOR FULL GRADING PLAN ISSUED FOR CONSTRUCTION c REVISED LOT LAYOUT, ISSUED FOR CONSTRUCTION RAS 7/25/1 B ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING EMN 10110114 A ISSUED FOR WATER AND SEWER PERMITTING MTH 8/6/14 REV. #DATE DESCRIPTION REV.BY REVISIONS . ......... 6j 0305Q H a AML 6 'IN CAPE FEAR ENG INEERI NG. 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 wwwcapefearengineering.com hi f, I lilchfac IV r.-Igzoq GRAYSON PARK PHASE IC SM71ON 3 ST012MDIZAIN PLAN PROJECT NUMBER SHEET NUMBER 820-010 SD-1 FEW c \-Ju TIE TO \ EXISTING GRADING Z+_ NM� y \ Cw SEE SHEET P-1 \ \ DAORPOND 7 TIE TO GRADNG Zd Ila � 1 z w TIE TO EXISTING \ GRADING — \ � u ,u ,uv R NC GRID NAD 83 (2011) 50, 0 50, 100, 1 INCH = 50 FEET VICINITY MAP %'"--1 NOT TO SCALE { PHASE 1C SECTION- 7 Lr LEGEND SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES ISSUED FOR CONSTRUCTION 8 REVISED LOT LAYOUT, RAS ISSUED FOR CONSTRUCTION 7/25/17 A ISSUED FOR STORMWATER, EROSION EMN CONTROL AND CONTRACTOR PRICING 10/10/14 REV. DESCRIPTION MATEY 0. SEAL O 05%, pi z S A_ i CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineenng.com N.C. LICENSE # C-1621 PROJECT 820-01C NUMBER : SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING : GRAYSON PARK PHASE IC SECTION 3 FES OS _ 1 \ POND #7 \ \ MAIN POOL /001 EMERGENCY / _ SPILLWAY r / / 5 / 1 / \ �' 2O' DRAINAGE _< EASEMENT Cl u� 6� NORMAL POOL' \ \ i 65 04 4b 1010, 110, IO' PON MAINTENANCE EASEMENT i IO' VEGETATED SHELF S`' r i a J We r % `l X . I r s SSMH u59 79 — — — — —TEMPORARY POOL_67_0'— 10'min. TEMPORARY POOL=67.0' �_--------------_--- —NORMAL POOL_65.5_ TOP h1- _ �— - yTln-+T ii-ij SHWT=64.05' T, I- - FOREBAY TOM =91 FOREBAY & WETPOND SECTION NOT TO SCALE MAIN POOL )TTnM = Ai TOP OF EMBANKMENT = MIN 69.0' 7 11= - z— 1 —TT m_ - 1— EMERGENCY SPILLWAY=68.0' ft_ J 1-FOOT OVER EXCAVATE FOR SEDIMENT STORAGE 20' 0 20' 40' 1 INCH = 20 FEET HORIZ WETLANDS VEGETATION NOTE: THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE WETLAND SPECIES. A MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED 24" TO 36" ON CENTER AND SHOULD HELD FULL COVERAGE IN 1-2 YEARS THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR PLANTING ALONG THE 10.1 VEGETATED SHELF: PLANTS SUITED FOR SHELF THATS UNDERWATER - SAGITTARIA LANCIFOUA (BULL TONGUE) - SAGITTARIA LATIFOUA (DUCK POTATO) - SAURURUS CERNUUS (LIZAROTAIL) PLANTS SUITED FOR SHELF THAT'S ABOVE WATER - ASCLEPIAS INCARNATA (SWAMP MILKWEED) - CAREX TENERA (QUILL SEDGE) - CHELONE GLABRA (WHITE TURIl£HEAD) IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER BMP MANUAL FOR UST OF OTHER RECOMMENDED WETLANDS PLANTS TOP OF EMBANKMENT = 69.0' MIN • / NORMAL POOL = 65.5't•;;' T7 IE= 65.5' A� BOTTOM EL= 60.0' 10' WIDE SHELF EMBANKMENT SECTION NOT TO 5CALE 12' THICK RIP -RAP W/FABRIC 36 FT UNDER. GEOTEXTILE FABRIC TOP OF EMBANKMENT 30 FT ELEVATION = 69.0' � /\\/�\�\\/�\ TOP OF RIP -RAP 62 \'�\\i�\\./�\/\ . \ ELEV. = 68.0' --� EMERGENCY SPILLWAY NOT TO SCALE :emu 0 1 �I 4'- 0" I� i 5'- 0" GRATE PLAN VIEW WELDED FABRICATED CK W/SQUARE OPENINGS 4'-0" " SEE DETAIL THIS SHEET FOR TRASH RACK 6" 4" PVC SCREW TYPE PLUG BOX PLAN VIEW NOTES: 1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDEQAQS S&E PERMIT. 2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH WIRE AND 57 STONE UNTIL SITE IS STABLE FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) 4" SKIMMER W/ 3.4" ORIFICE T" PVC SCREW TYPE PLUG TEMP REMOVE SKIMMER ONCE SITE HAS BEEN STABILIZED AND INSTALL PERMANENT ORIFICE PIPE. 4" PVC TEE 7 NWL = 65.5' 12" 4" PVC CAP WITH 2.0" DRILLED 8" MIN POND BOTTOM ELEV= 60.0' SECTION VIEW OUTLET STRUCTURE #17 �- tOP �P E P0�\•EF.a o0 00X 1 FT SUMP INV = FOR CLEANOUT 65.5' I INV= 65.5 1\4" PVC STUBBED INTO BOX 1 24" HDPE OUTLET PIPE 5 FT x 5 FT PRECAST CONCRETE BOX 12" EXTENDED BASE 6"BASE 5�d T 8" STONE BEDDING I SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES SEE SHEET SD-1 FOR STORMDRAIN PLAN ISSUED FOR CONSTRUCTION D REVISED ORIFICE SIZE PER DEQ COMMENTS EMN 10 04/17 C REVISED LOT LAYOUT, ISSUED FOR CONSTRUCTION RAS 7 2g 17 B REVISED SKIMMER DETAIL, RESUBMITTED TO NCDENR EMN 10 20/14 A ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING E_MN 10/10/14 REV. DESCRIPTION Y RATE `,1luuuuq CAROY�'% ESS/'° •'L9 ' SEAL 's 0305g�/ ....... CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100; Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineenng.com N.C. LICENSE # C-1621 PROJECT : 820-01C NUMBER SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING GRAYSON PARK PHASE IC SECTION 3 t vil DET E' PROJECT NUMBER%J7;--t�SHEET NUMBER 820-OIC I P-I ^v ;EE SHEET 1-I FOR LEGEND AND 3ENERAL NOTES 'EE SHEET SD-1 FOR iTORMDRAIN PLAN ISSUED FOR CONSTRUCTION C REVISED LOT LAYOUT, ISSUED FOR CONSTRUCTION RAS 7 25 17- 8 REVISED SIZE OF ORIFICE EMN 11/25/14 A ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING EMN 10/10/14 REV. DESCRIPTION Y DATE REVISIONS aEs� 030, e� c^IAPR: r b^lf ENGINEERING 151 Poole Rd.,Suife 100; Belville, NC, 28451 TEL (910) 363-1044; FAX (910) 383-1045 www.capefearengineenng.com N.C. LICENSE # C-1621 PROJECT 820-01C NUMBER SCALE AS SHOWN DATE : 10 OCT 14 TRACKING GRAYSON PARK PHASE I SECTION 3 AMEN P ivE BY. PROJECT NUMBER SHEET NUMBER 820-OIC P-2 1. TOPOGRAPHIC INFORMATION PROVIDED BY CAPE FEAR ENGINEERING, INC., ELEVATION BASED ON NAVD88. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. 3. THE TOTAL AREA OF DISTURBANCE IS 395,080 SF (9.07 AC). 4. WETLAND DELINEATION BY NEEDHAM ENVIRONMENTAL, USACE VERIFICATION AND APPROVAL #SAW-2006-40295 5. INSTALL POND #7, FOREBAY, AND POND #8 WITH STORMWATER OUTLETS AND PIPING INFRASTRUCTURE BETWEEN POND #8 AND POND #7 BEFORE BEGINNING ANY GRADING OR CONSTRUCTION. 7 DAY MAXIMUM; 14 DAY MAXIMUM .7. CC JHGC l 1-1 r IJK CCl7LI V V HIV V GENERAL NOTES. SEE SHEET SD-2 FOR GRADING PLAN. ISSUED FOR CONSTRUCTION vF a\� CARp�''% EEAAL Q}7 030Il l �gBFT H 0. �( PROJECT 820-01C NUMBER : SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING GRAYSON PARK PHASE IC SECTION 3 1-4 Fell PIE S IMENT AND EROSION PLAN PROJECT NUMBER SHEET NUMBER - 820-01C SE-1 TOP OF VARIES (50' TO 60') RIGHT-OF-WAY 241 C C. VARIES VARIES WAL' O UJRB ROLAND GUTTER WIDTH (TYPICAL) VARIES 0.5' 1/2"/FOOT 1/2"/FOOT vn'� -"----� 1/4"/FOOT :.... ... .. ,� ... --y- 4' FROM I �6' BCC V ABG 1.1/2",ASPHALT WL SEE SHEET C-I FOR ROAD SECTION SIDEWALK LOCATIONS. SIDEWALK TO BE NOT TO SCALE LOCATED 0.5' FROM ROW LINE (TYP). \51-00 OP OF PAVEMENT @ GUTTER LINE OR 8'-0' 2'-O'DEPRESSED 2'-0' "APF2 CURB . TAPF2 3I NOT • SCALE 28' BOC 50' ROW OFFSET C L-DE-SAC DETAL NOT TO SCALE 12" an _C ------- -------- F I SECTION Y RIM EL. - EDGE OF PVMT. SEE STORM DRAIN SCHEDULE ROLL -TYPE FRAME AND GRATE BACK OF CURB X L7 211 Y F I 9 1 3r_O" (N SECTION X X PLAN CXRB NLET NOT TO SCALE CURB INLET NOTES' 1. DIMENSIONS VARY WITH PIPE DIAMETER. 2. SHALL MEET NCDOT 840.02 STANDARDS AND SPECIFICATIONS. RETAN R GLANS (TYP. MJ. 45 DEG AND m1PJ STORM GRAN Dip. ''.� DIP. / ONE JONT OF DIP. M.J. 45 DEG. BED (01P.) lSr< --• DIP. CONIC. BLOC$93 GJ NOTE RETANER GLANDS (TYP. - PLACE CCNG BLOCKING SUCH THAT IT WLL NOT NTE PIEPE WITH RE OVAL OF BOLTS. -x-- F SEPARAT10N 6 IB' CR MORE. DIP. NOT PECL92M WATER MAN E STORM DRAN CROSSNG NOT TO SCALE REL.ATIONSI-F OF WATER & SEWER MANS THE CONTRACTOR IS REQU2ED TO COMIPLY WITH THE NORTH CAROLNA ADMINISTRATIVE CODE, RLLES GOVERNING PLEM WATER SYSTEW TREE 15A WAD IBC.O906. 1 50, TYPICAL FOIE? -WAY NTERSECTION NOT TO SCALE RAMP TO HAVE TEXTURED WARNING SURFACE ,1 _e TOOLED SCORE err `r TYPICAL ell �: 1/2" EXPANSION JOINT @ G8G- 4r 1/2" EXPANSION R=20' (TYP) R=30' ROW - (TYP) RC BO( m EOf Q m EOP BOC — TYPICAL THOM-WAY NTmSECTION NOT TO SCALE r ,4 .,.XIMUM LIP JOINT SECTION A -A (VARIES) SIDEWALK 6'-O" MIN. RAMP SEE ROLL CURB „ AND GUTTER 48, i MAX. TOOLED SCORE I� i I MAX. 1/2 EXP. DETAIL JOIN e UNDISTURBED SUBGRADE G" THICK CONCRETE SIDEWALK / RAMP 4" THICK AGGREGATE BASE, TYPE 1, No. 21 or 2IA NOTES: I. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12:1. CROSS AND SIDE RAMPS SHALL BE 3,000 P.S.I. CONCRETE WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE WITH AN EXPOSED AGGREGATE FINISH. 2. CURB RAMPS ARE TO BE LOCATED WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A ROADWAY CROSSES AS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. HANDICAP RAMP FOR ROLL C M NTE 2SMTM (WITH GRASS STRP) NOT TO SCALE RETAN3R GLANDS (TYP.) M.J. 45 DEG. BEND (D1PJ STORM DRAN D.I.P. iF< DIP. ONE JONI' OF DIP. M.J. 45 DEG. BEND (DIP) DIP. .. CONC. BLOCKING NOTE: RE:7AN9R GLANS (TYP.) - PLACE CONC. BLOCICNC SUCH THAT IT WLL NOT INTERFERE WTM REMOVAL OF BOLTS * - F SEPARATION IS 24' OR MORE. DIP. NOT REQUIRED. - CONTRACTOR MAY USE DEFLECTION OF PVC FORCEMAN Wn'14 N TOLB2ANCE ALLOWED BY Ha GO AND MAKPACTL92M (COUNTY GLDE_PES GOV62M, ON A PER JOINT BASIS. TO ACHIEVE SEWER AND STORM DRAIN CROSSINIS WITH MINIMUM 24-NCN SEPARATION SEWER MAN & STORM [RAN CROSSNG NOT TO SCALE 31000 PSI CONCRETE SIDEWALK, BROOM FINISH, SLOPE 1/4" / FOOT IN DIRECTION OF DRAINAGE mT COMPACTED SUBGRADE- 5'-a AND &-a CONCOF NOT TO SCALE -SCORING @ 8' INTERVALS, 3/8" x 3/8" 1/2" EXP. JOINT @ 24' INTERVALS TYP: d AT ALL RADII INTERSECTIONS E SIDEWALK 12" 1 12" d O 6 4 Q O � d a d a A as 24" 24" REVERSE SECTION STANDARD SECTION I ROLL CLM GUTTER DETAL NOT TO SCALE I KNOCK -OUT PANELS 11 IN ALL WALLS (TYP.) i i ® 11 -- 6 PLAN 6 BRICK, BLOCK, ( OR PRECAST BC. 12" CRUSHED STONE 0 el LEGEND: SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES ISSUED FOR CONSTRUCTION 24" RIM AND SOLID TOP z NOTE: BOX SIZE TO BE BASED ON CONNECTING PIPES m WALL THICKNESS: AS REQUIRED BY MANUFACTURER. CONCRETE: a,000 Psl @ 2a DAYS REINFORCING: AS REQUIRED BY MFR. FOR H2O LOADINGS C REVISED LOT LAYOUT, ISSUED FOR CONSTRUCTION RAS 7/25/1, B ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING- EMN 10 10 1, A ISSUED FOR WATER AND SEWER PERMITTING MTH 8/6/14 REV. DESCRIPTION Y DATE or"ncrn�rc SECTION .TION BOX NOT TO SCALE JUNCTION BOX NOTES; I. DIMENSIONS VARY WITH PIPE DIAMETER. 2. SHALL MEET NCDOT 840.Z4 STANDARDS AND SPECIFICATIONS. j FNAL BACIgq_L FNAL 13ACKFLL - - - - CLASS L2 OR 3 T MN INITIAL BACIU=LL O.D.O.D. 90, CLASS I CLASS I CRUSHED STONE FOUNDATION b' NAMb' MN (DEPTH AS APPROVED BY CRUSHED STONE FOUATICN E IGt,®R- 4' MNY -1 I 1=1 I 1=1 I —I (DEPTH AS APPROVED BY -_III—_III—I I-III-III=� I' ENGrsEV- 4" NIQ 1=111=1 I I- STABLE-l=1I1-1Ii=� -I 1-1 I 1-1 M MATERIAL 'El _ -I I Ed I ( � AT ON —_ —I I F -III=1 I I=III=1 .III=1 I I=1 b' M4N. OD. b' N1FL OD. P.V.0 BEDDING DIP. BEDDNG GRAVITY SEWER PWE B®DM DETAL NOT TO SCALE „11CAR �; aFESS/p° ° 9 = SEPAL 0305�7II Z'T M a «KH 0 CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100; Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineering.com N.C. LICENSE#C-1621 PROJECT NUMBER 820-01C SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING : G12AYSON PARK PHASE IC SECTION 3 PROJECT NUMBER 820-OIC SHEET NUMBER D-1 Au aa0ma 0M IN, m may NN m MLapam 1AWtXW PNYVRICN AEa6O ME m E tam M,wl INN NCEO (APFAt,N) Cantoxa mmum 1 e wixil w PRYe111W isumHpyT�AI'1LLY NEE YVN g NROaN FR NOmmmixi9 M') N 1,, WCN i aF tm I= 1%"O m tt®Nm w @HOE maMNUYY a ita/RaNB N P18wEN A/EABD ME CBatm M N4gCE WNaa1N18LY e 11@I wow away INNER tE1F-aaE emilm Mimi a wmm - m Asw y Y ot nom � �w em tMluiE - m% Pit w� rmER 90at-nlRr oP m A faBaMa NCT aN a ,ENR®Gctolal[ MO a , 1`1010 . RPZ DETAIL - 3/4" OR 1" m E 1-+ro Eli -t/t R6oaoxf( Ae yaWLEt0001mM CtaE ro mE saNN OCNNL'1ICtt Aa POm1E all le CONFCRCNB Eltla, lE e0/1t ICIER AID lE annw PAmmN A@AB.Y Mess - w wlt,e ERR aw xo�Y N-o t u. muR OEMWIaim Y�pYOEWED H1 Una ) aanE T1amCt aov+mx mNtmt 3 I;wm)MII) /u itlNOtw mtco m mar anx ,Sx Maleaea saaPtoe taalltu+ mAt- AIE w E t® ama111MR Ram avNtaao a2eNInE PRmnc vavlw Mmium AQ/�28- Iy]maunc Y ttwa oaaaame aloe 51®maa pane) OFF I Pa INrmJt m ,2le�n M M % At1a/I/�Em .aE NaNm m aN1EE OOIIIIOIa01.Y a 11aN W1NRY�awaN- /aPaEi2E paa'0. ataN a CaRPm at tE Aa4laLY C Y�Ea INiam nua�a -Pm Ee�a --vk w u�-Rw PmE tEr�oto o�waY ur w A fERNNa teT afC talawE LN A EaIaaTE PM a RmINFD. RPZ DETAIL - 2" & UP m 81-8 STANDARD PLASTIC MANHOLE STEP m E M•e Ile R MEW w HARM IIY-I/a" 1' r a/r II I�y I-I/r /2 1— 4" 22-t/a" Wro- 24-t/2' e/r NRYOR E m atlT w a as-t/4 ,x Rat twtINIT n au EnSm m+ca s SECTON A -A STANDARD MANHOLE FRAME & COVER m E eat �,u 71R.R zw 1ae a,Ecw DNA w w-c � � !Mrs av a ISNE ! tetra a< E liC uat ! -8 tl 2oD tNOETE mEa ta1M ,M4D 1®MEM. PW0 �IILEamata MC�;Rf 1N- nvN ,aPE NR aNe 2" BLOWOFF ASSEMBLY taR 115E N NwFa ARF.K� �wR tIE N oPNLa A1i/a i I�s aEtl �w�ava i I �I "p r na2aa N NAN N�REARD CaMppRpJ6 CIg�1OpaRlE /PISPFD A6 6f COl1.Vt SavE r tenon +or mlxr vnLE m tAw PUCE Pu enter. taau tut toR 91PPOITf. OOE ,IWE _Nwei mane teL/ v tonal 6NA a eM-a MEMf N. m •a aiPoa� BLS I. r e0E Iw2a1 aver r" ma/Oa cimmusCN m TIE m awl E IaNE " WPM IAPNE NO a21. 40 PAD F1 X K UP ANIPIFFIIB.. Y a0E IPLYfl a6.CFR lies, r ever E IEpYNUI. iN1T. s we MOII ttw Nto ivAAE l8( AIa w. M.J. VALVE AND VALVE BOX m e wu �TEc ,. Itaa6IL l�onxs NO1NmE Mom - Im leusaaLP°Emilli z Tao SSE aIANN ENNca m PPE aas 1r ANa LaER. Yam( CNN-WNETC STANDARD MANHOLE BOOT WE EM•I4 C�M-OINOIN'IN �� 1 1/Elm ^EIu OEIFR' I wwu aaN e : MF9a%`£ apt yapt I tmlaE�ta oar mR ou tRmix: J Clw a0P � C n1En a MATE mtn.aaR awL nAE w+SR �iaaa'mII1 per tox�ix eaaeaN 2Nawtr 116ECf. 3/4" WATER SERVICE m tl+-a NAE a/r x r p+tivL) ar I•NEw ca-ZI Elam seem I 1@ r pN a-10 I1/2' 2 ,• RRL mR EOW W Lu � 1wE aavE naa H all ¢OGY��Z`C `CPIiD sJS ze69! IS IqE r J OW W x xa Ir TIN A) W VN Q Yz Z.a cc KE N W za a IYII m aNlatl UPI, YIN N P.vG Nay aA8 ®MD III NICHE NOR PPE awl. E wN a8D A IA a10NE Ica two tE ImtMrN. m tE. M etEE N 50688E W vex eau tw WL11�ElIN-IN 100 MIIF 1aIM ae.`N STANDARD GANG METER ASSEMBLY m tl 1a 1@P1RaE aawNox rAo OaOOI� P!E IaE PAN Or al4 aa'-t Ittt r ttAs " e d PPE MAP °-° aA e a°a non-s. +. tAaaaL 2PSRrAicic tlnNeE Eor - w- z too vac ,aAAPa RtaI1FD Sea PPE aab ,r AIO LaScs_a.. 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'old�� aft z 6i nnJk'� aelrm aeNraes aaao P, mA+mE agE-w t M J 1r w� I +ri w YtEar muR awm Arn s>ff aF ne xm. a 1B t a.L EP dl WER a� N,mm 1 aZ W MINE � W �- EL-,r w MR aac6R r W !n �D �W.- G AID.am IsnE� z PPF w wim I w -a tl-1/S -N 11-1/r -e m P61I Toff A I a A ■ A a A I a A 1 a C 0 r +r w tr 1r r Ir r ,r tr Ir ,r r r Ir ,r Ir Ir r tw T it Ir Ir Ir r r fr Ir 1r 1r lr Ir +r I-- Ir ,r w• 11• tr x 2r 1r 24' 1Y Ir Ir Ir x 2r N' IV ,r ar x tr 1Y Ir Ir 1r 1r 2r x ar Ir tr a' aa' x x 1r x it x x ax' 6f' 2r UNMET will; mR r m etn9at015 04mot. Ir U a AENw' NR/S w n Pid p�i0� INNiar muAR aver E t1Nlm 1-N s OfIFa01t Pnaom K 1PIt 181M NaaNaoa a1NE laaLteai �a �li� (RN a Ca M W lN1aPt axmaa, 1BA011 � CAM EMLaaa PaR PRORR vENI1CLL N-Ma'" 1.5' a � AE. ucm ru ma-4 rie>F Day. r 2 we e r I,4r L4r r 2 3/4' r r We L«r mm 1r 4 3/4' it tr Lta• L+r 4 T/r Ir Ir I w L4r a. OiaE MxIF ° u11C Maf h COWC1m alaf K IwrE ° twLc taN NtNJ COIICI� /M� �+i tam vs Moe dNo •Mesa nn1 aAh iem M2a w m tLE Itwar RY I JIVMS' f r 2r 14-1 L+I LW ? 1. unTrG w ♦ 1 Ile w M Ls1r Lw nEm iltitE'ECIFI ; 1 x f t 1/r x M1 L111' LM' INUMI N 1. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER AUAWANCE aN°1041OiaaO c2: Nap - • aoNnetclaR N2sv olmtNE P/ONIM aPNCL4 N rc 1NID tiNE rn &P& OW 2 ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. - - THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE. THRUST COLLAR i • 3. J ~ r oa/ts/07 •r;NAP. 4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE 1HRUST BLOCKS WE , N S. WRAP ALL FITTINGS IN PLASTIC. THRUST BLOCKING DETAIL FIRE HYDRANT ASSEMBLY m E taM m m 1-15 w m f-n Ir Lm D-2 m WL PRnENo anrR ro E sI N tL�vrM A A _gREC110N OF FLOW --- O BRING START DYING AT LAW END AND BUILD AGAINST DIRECTION OF FLAW STONE TO .4PRINGUNE IIoiC .loalT (MIDDLE OF PVC) . e-o• m' N-ROPa�roN� N a/ W/ m aEaE am amao PIRN. r mvp oEP PPE aR+cl,r e" 8" STONE OR GRAVa W 0 �r � Q �� ��'� fib.. N •":�....• . � �i`>> .. -T > cusaNw a1aIE ,x eag N xmb As moan. b ',n b Mates J arANart H PRECAST S.S. DROP MANHOLE m E - P.V.C. PIPE- PV.0 PIPE-. D.I.P. IN ROCK - SECTION A -A NORMAL CONDITIONS WET CONDITIONS - & WET CONDITIONS CLEANOUT PAD DETAIL rllLa!2+a�t It" Las 7RFIMHNC L y fr m Esa 'Ns -Mf Yg tvx SID J7 �g'IyoYEt; iatE Rm NR1ENf DIP. e ` r-r )"RCN=49 m Igo �6J •63 ��� oMNSt oaaRan. PamlaaR TER ,tales P emu=ALL Pm TIE A aQa A Pm MINE PLR Nctor B B J 1m1I1t R-m14 a CC t iME Yoilellt C010. COILAIL j OZ W aM : Rro .PAa C PPE Ahem Baas W. P.Y b Ro- a1IDE E FNW-1N8 r W U) 1 W E 29a0Im AFIR : M Q E aoE ru r R.x SrNw IRI-8r w eeo PIPE INSTALLATION PAVEMENT REPAIR DETAIL ww�/��a// PIS NEE h we m PINT Ia1N Ira' , ! arNaes am MNM 6 4r Ile W NM 2 I® Eu NlaioR EL1a w. INtS-tee - . �— No SECTION x-x Z EMTE I.awL �r-y- 8R®lam r-y Q iN m mm A-Em,- %WtaoxEto-msm P.va:WINE rk sN mmDi a REncmNw N�EIo m Esr Am pIaCILY PAIw aFlr COEnanT IANOIIR( SECTON A -A 1. CUIII-m !!F /Ie f1llaAa 21PLL E M 1AE OwmB Ala 1LaaN1 An lFE MPININ IIoOML `�!_. �^ ., - Hoax RCN MROP z Ntlae a&N-Nna Nr acoPm -TIE Pws. oasratm t ;>r� - iic -1p1am b P�tNmP m AOt2➢T wP. s mr. oatw-aua aver ItaE Maa-�N-/nu NUN -art two PUI FLL - - a ateE neN.am AE 262a1m a own umI PN-R Au .-tu av11 twc EtM- a 10G1E Mta2M a Pac ELL ANt AtlIE tetl 4Naa w oltax IPPIIO,m ON11100 N R®NwT. NL aER PPz Saw Nn aeAx-a! Pea r Nlfaas MR �m l r OM/la/% oFi�- ar�m'°iE't°N"'arO°mw rrzN-w`o o NYta w°�wwElxY°-r No No® SaR YE NNaeam temrt Ar tE Rnm1AM PNrt a ax mom Nataan Ale RnaaLt£. IMMIN) uNc i ICU A mtml *-SW MncEa SANITARY SEWER SERVICE LATERAL CLEAN -OUT DETAIL PAVEMENT REPAIR DETAIL emu maw N tauv. m Ma 2-m m so eat a APE lIG1E aNu NOT allu 001E 1tmn5n. V DIA. INSIDE DROP MANHOLE CONNECTION m o2ra D-M"1' I SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES ISSUED FOR CONSTRUCTION mi ------------ D REVISED LOT LAYOUT, ISSUED FOR CONSTRUCTION RAS 7 25 17 C ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING EMN 10/10 14 B REVISED PER H2GO COMMENT CEJ 81314 A ISSUED FOR REGULATORY REVIEW MTH B 614 REV. # DESCRIPTION REV.BY DATE REVISIONS �ySR " r L = 030�Q'�r CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 wwwcapefearengineenng.com N.C. LICENSE # C-1621 PROJECT 820-OIC IN NUMBER : SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING : GRAYSON PARK PHASE IC SECTION 3 , • 1w PROJECT NUMBER 820-01C SHEET NUMBER j D-2 AGGREGATE RAVEL CONSTRUCTI •THICKNESS 2"-3" COARSE ENTRANCE, WIDTH NOTES 'MIN AS REQUIRED 1. FILTER FABRIC • RLAY SHALL BE INSTALLED BETWEEN STONE AND SOIL FOUNDATION TEMPORARY CONSTRUCTION ENTRANCE NOT • SCALE I EROSION CONTROL SPECIFICATIONS 1.01 GENERAL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL WITHIN THE CONSTRUCTION LIMITS; FOR PREVENTION OF SEDIMENT LADEN RUNOFF LEAVING THE CONSTRUCTION LIMITS OR ENTERING DITCHES, STREAMS OR WATER IMPOUNDMENTS; AND FOR IMPLEMENTATION OF NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES TO MEET THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL DAMAGES OR FINES RESULTING FROM EROSION OR SEDIMENT LADEN RUNOFF IN THE EXECUTION OF HI5 CONTRACT. 1.02 CONSTRUCTION SEQUENCE: WHILE THE USE OF EROSION AND SEDIMENTATION CONTROL DEVICES 15 ESPECIALLY IMPORTANT ON AREAS OF STEEP TOPOGRAPHY, EASILY ERODIBLE SOILS AND SITES IN CLOSE PROXIMITY TO WATER COURSES THROUGHOUT THE CONSTRUCTION PERIOD, THE CONTROL MEASURES SHOULD BE INSTALLED PRIOR TO THE COMMENCEMENT OF LAND CLEARING AND SHALL BE FULLY MAINTAINED AND PERIODICALLY INSPECTED UNTIL FINAL RESTORATION AND STABILIZATION 15 COMPLETED, UNRESTORED CLEARED AREAS SHALL BE KEPT TO A MINIMUM. DISTURBED AREAS AHEAD OF CONSTRUCTION SHALL ONLY BE ACCOMPLISHED ON THOSE SEGMENTS FOR THE SHORTEST PRACTICAL DISTANCE AS REQUIRED FOR CONTINUAL PROGRESS. FINAL RESTORATION SHALL NOT BE DELAYED UNTIL COMPLETION OF THE PROJECT BUT WILL BE CARRIED OUT IN PHASES AS THE WORK PROCEEDS. UNDER NO CIRCUMSTANCES WILL ANY SLOPES BE LEFT DENUDED FOR MORE THAN 7 CALENDAR DAYS. UNDER NO CIRCUMSTANCE WILL ANY AREA BE LEFT DENUDED FOR MORE THAN (14) FOURTEEN CALENDAR DAYS WITHOUT SOME FORM OF STABILIZATION UNTIL FINAL RESTORATION 15 COMPLETE. 1.03 SEDIMENTATION: CONTROL MEASURES: THE FOLLOWING ARE SOME OF THE SEDIMENT CONTROL DEVICES OR MEASURES THAT MAY BE REQUIRED TO PREVENT SEDIMENTATION OF STREAMS, WATER COURSES, OR DRAINAGE STRUCTURES: 1. EARTH BERMS AND/OR DIVERSION AND INTERCEPT DITCHES. 2. SEDIMENT TRAPS 3. FILTER BERMS 4. WIRE AND GRAVEL FILTER INLETS 5. SILT FENCES - NOT TO BE PLACED IN STREAMS OR DITCHES PERPENDICULAR TO FLOW. G. CHECK DAMS GRAVEL FILTER 7. GRAVEL CONSTRUCTION EXIT 1.03.1 EROSION CONTROL MEASURES: SOME OF THE SOIL EROSION CONTROL MEASURES WHICH MAY BE REQUIRED IN THIS CONTRACT ARE: 1. EARTH SLOPE PROTECTION 2. DIAGONAL WATER BREAK DIVERSION BERMS 3. DIVERSION CHANNELS 4. PRESERVATION OF EXISTING VEGETATION S. STORM INLET PROTECTION G. STREAM CROSSINGS 7. ENERGY DISSIPATERS 8. MATTING OF RE -SEEDED AREAS 1.03.2 DETAIL DRAWING: EXAMPLES OF SEDIMENTATION AND EROSION CONTROL DETAILS ARE SHOWN IN THESE PLANS FOR INSTALLATION AT LOCATIONS DESIGNATED IN THE PLANS OR AS OTHERWISE REQUIRED BY THE REGULATING AGENCY, OR THE OWNER AS WORK PROCEEDS. 1.04 STREAM PROTECTION: WHERE CONSTRUCTION ACTIVITIES ARE NECESSARY IN CL05E PROXIMITY TO STREAMS, AND OTHER WATERWAYS, THEY SHALL BE PERFORMED IN A MANNER THAT DOES NOT CONTRIBUTE TO DEGRADATION OF OR BLOCKAGE OF THE STREAM -FLOW. IN ORDER TO PREVENT P0551BLE DEGRADATION OR BLOCKAGES, THE CONTRACTOR SHALL BE REQUIRED TO: 1. KEEP ALL CONSTRUCTION DEBRIS, EXCAVATED MATERIALS, BRUSH, ROCKS, REFUSE AND TOPSOIL AS FAR FROM THESE WATERWAYS AS POSSIBLE. RESTRICT MACHINERY OPERATION OR STREAM CROSSINGS IN WATERWAYS TO THE EXTENT NECESSARY FOR CONSTRUCTION OF UTILITIES CROSSINGS. 2. IF CONSTRUCTION WORK AREAS ARE NECESSARY IN A WATERWAY, THEY SHALL BE PROTECTED AS INDICATED ON THE PLANS. 3. IF TEMPORARY ROADWAYS ARE ESSENTIAL FOR THE CONSTRUCTION ACTIVITIES, THEY SHALL BE CONSTRUCTED OF SOILS WHICH ARE NOT HIGHLY ERODIBLE MATERIALS AND MUST NOT SPAN MORE THAN HALF WAY ACROSS THE WATER COURSE OR WETLAND AREA AT ANY ONE TIME UNLESS OTHERWISE APPROVED BY THE ENGINEER. THESE TEMPORARY ROADWAYS SHALL BE ENTIRELY REMOVED AS SOON AS THEIR REQUIREMENT IS MET. WORK IN THESE AREAS SHALL FOLLOW THE REQUIREMENTS OF THE CORPS OF ENGINEERS OR CANA PERMIT, OR PLANS AS APPLICABLE. SILT FENCE #5 WASHED TONE 10' . 1 � SECTION VIEW t10' #5 WASHED STONE SILT FENCE PLAN VIEW SILT FENCE ROCK OUTLET NOT TO SCALE OF aR T SECTION A -A THRU BERM NOTE: 1. CONTRACTOR SHALL LOCATE STOCKPILE AS NEEDED SPOIL STORAGE BERM NOT TO SCALE 14 GAUGE STEEL WIRE 6" OPENINGS HOG WIRE FENCING, 32" WIDE MIN., VERT. WIRE STAYS @12" O.C., / IN 6 HORIZ. WIRES, TOP & BOTT. WIRES TO BE 12.5 GA`; . FILLER WIRES TO BE 10.5 GA., TO BE' ZI,NC COATED TO COMMERCIAL STDS. DIRECTION OF FLOW SYNTHETIC FILTER FABRIC AT LEAST 95% POLYOLEFIN OR POLYESTER BY WEIGHT. FABRIC SHALL CONTAIN UV INHIBITORS & STABILIZERS TO PROVIDE MIN. 6 MONTHS OF USE 1.05 CONSTRUCTION ACCESS: THE TRAVEL OF EQUIPMENT TO AND FROM THE CONSTRUCTION AREAS SHALL BE MINIMIZED NOT ONLY TO PROTECT AREAS THAT WILL NOT BE DENUDED, BUT ALSO TO PREVENT THE SPREADING OF SEDIMENT WITHIN AND OUTSIDE OF THE CONSTRUCTION AREAS. THEREFORE, SPECIAL CONSTRUCTION EQUIPMENT TRAVEL CORRIDORS WILL BE ESTABLISHED FOR THI5 USE AND INSTRUCTIONS SHALL BE ISSUED FOR THEIR USE. USE OF THESE CORRIDORS MUST BE FULLY ENFORCED. OTHER NON -ESSENTIAL TRAFFIC WILL BE RESTRICTED OR DISCOURAGED. INDISCRIMINATE AND CONVENIENCE TRAFFIC SHALL NOT BE ALLOWED. 1.06 STOCKPILE/BORROW AREAS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING, OBTAINING AND MAINTAINING STOCKPILE OR BORROW AREAS WHICH HE MAY REQUIRE TO COMPLETE THE CON-71RACT. HE IS ALSO REQUIRED TO DE51GN AND INCORPORATE ALL NECESSARY SEDIMENT AND EROSION CONTROLS MEASURES NECESSARY TO "REVENT EROSION AND CONTRIBUTION OF SEDIMENT TO ADJACENT AREAS. THE CONTRACTOR 15 RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS OR APPROVALS FOR BORROW OR SPOIL AREAS OUTSIDE THE CONSTRUCTION LIMITS. 1.07 DISPOSAL OF EXCESS WATER FROM EXCAVATIONS: THE CONTRACTOR SHALL PRACTICE MANAGEMENT OF EXCESS WATER PUMPED FROM EXCAVATION TO REDUCE THE PRODUCTION AND SPREADING OF SEDIMENT. PUMPED WATER SHALL BE DISCHARGED ONTO STABILIZED SURFACES AND ALLOWED TO FILTER THROUGH EXISTING VEGETATION IF POSSIBLE; OTHERWISE, ADDITIONAL CONTROL MEASURES MAY BE NECESSARY. IF DITCHES ARE REQUIRED TO REMOVE PUMPED WATER FROM CONSTRUCTION EXCAVATIONS, THEY SHALL BE GIVEN THE SAME CONSIDERATION AS ANY OTHER MAN-MADE WATERWAY AND THEY SHALL BE STABILIZED AS TO NOT DEGRADE AND PRODUCE SEDIMENT. 1.05 EXCAVATION AND BACKFILL: EXCAVATION SHALL BE CLOSELY CONTROLLED AND ALL THE MATERIAL REMOVED FROM THE EXCAVATION SHALL BE SELECTIVELY STOCKPILED IN AREAS WHERE A MINIMUM OF 5EDII"IENT WILL BE GENERATED AND WHERE OTHER DAMAGE WILL NOT RESULT FROM THE PILED MATERIAL. DRAINAGE WAYS SHALL BE PROTECTED AT ALL TIMES AND THE PLACEMENT OF MATERIAL IN DRAINAGE WAYS FOR CONVENIENCE SHALL NOT BE ALLOWED. BACKFILLING OPERATIONS SHALL BE PERFORMED IN SUCH A MANNER THAT REMAINING TREES ARE NOT DAMAGED. 1.09 FINAL GRADING AND SEEDING: FINISH GRADING, TOPSOILING, SEEDING AND/OR SODDING SHALL BE PERFORMED AFTER THE CONSTRUCTION PHASE IS COMPLETE. PERMANENT VEGETATION OF THE AREAS, THAT HAVE BEEN DISTURBED, SHALL BE RE-ESTABLISHED AS RAPIDLY AS POSSIBLE, IF THE COMPLETION OF THE CONSTRUCTION ACTIVITIES DO NOT COINCIDE WITH A SEASON IN WHICH PERMANENT VEGETATION CAN BE GENERATED, AN INTERIM OR TEMPORARY PROGRAM 15 REQUIRED. THIS SHALL INCLUDE SOIL CONDITIONERS AND MULCHING AS NECESSARY FOR SOIL STABILIZATION. IN ANY CASE, SEDIMENT AND EROSION CONTROLS SHALL BE INSTALLED PROMPTLY AND THEIR MAINTENANCE ASSURED. 1.10 APPROVAL: THE APPROVED EROSION CONTROL PLAN WILL BE PROVIDED BY THE OWNER. ANY STANDARD CONDITIONS RELATING TO SOIL EROSION AND SEDIMENT CONTROL ISSUED TO THE CONTRACTOR AS A PART OF ANY PERMITS SHALL BE AVAILABLE AT THE JOB SITE AT ALL TIMES. 8'-0" MAX. WITH HOGWIRE FENCE 6'-0" MAX. WITHOUT WIRE FENCE 5' MIN. STANDARD "T" POSTS, 1.25 LB/LF OR HEAVIER EXTENSION OF FABRIC AND WIRE INTO TRENCH STEEL POST W11_1 FILL m0mm, FILTER m i0 FABRIC 4 - o� NOTES: 1. ALL SILT FENCE MATERIAL SHALL MEET OR EXCEED ASTM D 6461 2. SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.62 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SEE THIS SHEET FOR ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. 3. USE DOUBLE ROWS OF SILT FENCE (t4' APART) WHERE INDICATED ON PLANS. TEMPORARY SILT FENCE NOT TO SCALE A D. = PIPE DIA = APRON LENGTH W = APRON WIDTH 3 X PIPE J!.A. MIN. d = APRON DE' TH SLOPE 0 NOTES: III'illi�l(IITII�.il.i I. Lo 15 THE LENGTH OF THE RIPRAP APRON. SCALE I/4"=I'-0" 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS SECTION A -A THAN G". S. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. 7ATION TIMEFRAMES STABILIZATION TIMEFRAME EXCEPTIONS 7 DAYS NONE 7 DAYS NONE 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH. 14 DAYS NONE, EXCEPT FOR PERIMETERS AND How ZONES A FILTER FABRIC 11111111111111911 MAX NCDOT #5 WASHED STONE II If II I I II I TEMPORARY MET I NOT TO SCALE NCDOT #5 WASHED STONE 9-GAUGE HARDWARE CLOTH 1/4 MESH OPENINGS) 2" STIR ID Do (IN.) La (FT.) W'(FT.) d (IN.) CLASS FES #1 24 12 6 12 B FES #10 18 12 6 12 B FES #13 18 12 6 12 B FES #16 24 12 6 12 B RP RAP OUTLETIINLET PROTECTION NOT TO SCALE MULCHING MATERIALS AND APPLICATION RATES MATERIAL RATE PER ACRE QUALITY NOTES Dry, unchopped, Should come from wheat or oats - 1-2 tons unweathered; avoid weeds read N tackex tlonNdn or machine; must TEMPORARY SEEDING RIP -RAP APRON SCHEDULE ING GRASS TYPE A E C ACRE MAINTEON ANCE DEC 1 - APR 15 RYE (GRAIN) & LESPEDEZA, KOBE 120 LBS. & 50 LBS. 750 LBS. 10-10-10 NA NA APRIL 15-AUG 15 GERMAN MILLET 40 LBS. 750 LBS. 10-10-10 NA NA AUG 15-DEC 30 RYE (GRAIN) 120 LBS. 1,000 LBS. 10-10-10 NA NA PERMANENT SEEDING GRASS TYPE AMN 1000 S . TIE OF SEEDING FERTILIZATIO INITIAL MAINTENANCE BERMUDA, COMMON 1-2 LBS. APR. THRU JUNE 25 LBS. 10-10-10 MARCH - APRIL 12 LBS. 1G-10-10 EACH 4-8 WEEKS 1-2 LBS. N. AUG. - SEPT. 12 LBS. 10-10-10 FESCUE, TALL (KENTUCKY 31) 5-7 LBS. SEPT. THRU OCT. FEB. THRU OCT. 25 LBS. 10-1G-10 FEB. - MARCH 12 LBS. 10-10-10 MAY & DEC. 1/2 TO 1 US. N. SEPT. - OCT. 12 LBS. 10-10-10 SERICEA LESPEDEZA (SLOPES) 1-2 LBS. MARCH THRU APR. 25 LBS. 10-10-10 FEB. - MARCH 1/2 TO 1 LB. N. NA SEEDING SCI-%=;;;;DLJLE- SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES ISSUED FOR CONSTRUCTION C REVISED LOT LAYOUT, ISSUED FOR CONSTRUCTION RAS 7/25/17 B ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING EMN 10/10/14 A ISSUED FOR WATER AND SEWER PERMITTING MTH 8/6/14 REV. DESCRIPTION REV B DATE Y REVISIONS \uulnuttt CARp�''%, StAL .Q 03051pp ;A1l S CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Beiville, NC, 28451 TEL (910) 383-1044, FAX (910) 383-1045 www.capefearengineenng.com N.C. LICENSE # C-1621 PROJECT 820-01C NUMBER : SCALE : AS SHOWN DATE 10 OCT 14 TRACKING : GRAYSM PARK PHASE IC SECTION 3 ECEIVE DETA� BY: PROJECT NUMBER SHEET NUMBER 820-OIC D-3 Construction Rians for PHASE 7 C SECT/ON 3 Town of Le/and, North Carc>iina CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100; Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineeiing.com N.C. LICENSE # C-1621 INDEX COVER 1-1 INDEX AND WPORMATION C-1 WEST CHANDLER HEIGHTS DRIVE STA 10+00 TO 19+78 SD-1 STORMDRAN PLAN SD-2 G 2ADNG PLAN P-1 POND *0 DETAILS P-2 AMENITY POND a8 DETAILS SE-1 SEDIMENT AND EROSION CONTROL PLAN D-1 DETAILS D-2 DETAILS D-3 DETAILS APPROM NOPTH i;AROUINA ENVIRONMENTAL iANr EMEI J COMMISSION c5w G(-,oa38 1�1lally �g FINAL DESIGN NOT FOR CONSTRUC'nI N OLT BY:__ r r r r r r " r r y r r y r r r r i r " r r "• r ib NC GRID r y r r NAD 83 (2011) 100' 0 100' 200 r y r r '�` r r y 1A r r 1 INCH =100 FEET +. M r P1 r y � r r r r r r _ r _ yZj--_ r y ^r r n (1 mez r-i - r y r r r r y 6 61 60 59 n 58 0 55 54 152 I 51 I 50 7 - r y y H� \ � \ - ._.....--- xass r r r � 80 i,. -- ss d ---��I13� 12 r / 81 I M 14 11 i y \ _P2 a r r �' 1 15� r \6 � wy \ 17 19 18 r \ y r r �20Y�r r \ r C (,�/'\'�� s 21 \22 �< r r " �. 2 3 / r V 6 /.I'05y 33\ 25 r r r 32\ Y 37 / r y r FH FIRE HYDRANT SD STORM DRAIN CI CURB INLET JB JUNCTION BOX SSMH SANITARY SEWER MANHOLE WL WATER USE IE INVERT ELEVATION OF: STRUCTURE RIM RIM ELEVATION OF STRUCTURE LF LINEAR FEET DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE ELEV ELEVATION GV GATE VALVE MIN MINIMUM TYP TYPICAL I-P HIGH PONT LP LOW PONT CONC CONCRETE RCP RENFORCED CONCRETE PIPE TBM TEMPORARY BENCH MARK STA CENTERLINE STATION BOA BLOW OFF ASSEMBLY HLDPE HIGH DENSITY POLYET-EYLENE ESMT EASEMENT DE D12ANAGE EASEMENT EOP EDGE OF PAVEMENT BOO BACK OF CURB ROW RIGHT OF WAY TEMP TEMPORARY PERM PERMANENT LEGEND PROPOSED EXISTING WL GATE VALVE w WL BOA FI2E HYDRANT }� WL Tom. WL CROSS WL REDUCER -►- SANITA12Y SEWER SERVICE LATERAL - WATER LINE SERVICE LATERAL EASEMENT (ESMT) - - - WATER LINE -PSWL- -z&wt- SANITARY SEWER LINE -Pass- STORM DRAM PIPE - - - DUCTILE IRCN SANITARY SEWER PIPE SANITARY SEWER MH (SSMH) i CURB INLET (CD • JUNCTION BOX (JB) e CONTOURS FLOOD ZONE u u WETLANDS WSW r M ym n n LOT NUMBERS ao 80 STORM DRAIN LABELS OI CO PROPOSED SPOT ELEVATIONS X® CIVIL GENERAL NOTES, GENERAL UTILITY NOTES= SANITARY SEWER NOTES CONTINUED, EROSION CONTROL NOTES CONTINUED= L ALL UTILITY MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL MEET OR EXCEED 3. MINIMUM UTILITY SEPARATIONS 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED I. THIS DRAWING IS BASED ON SURVEY DATA BY CAPE FEAR ENGINEERING, INC. OF BRU SSWICK REGIONAL WATER AND SEWER (H2GO) AND NCDENR STANDARDS AND WATER - SEE WATER NOTES ABOVE CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE BE.VILLE, NC. VERTICAL DATUM IS NAVD88. HORIZONTAL DATUM IS NAD83 (201D. SPECF9CATIONS. STORM SEWER - 24-INCHES (VERTICAL) CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY RAINFALL EVENT. 2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR 2. CONTRACTOR SHALL FIELD ALL EXISTING UTILITY LINES PRIOR TO Tl E 4. WHERE SANITARY SEWERS PASS UNDER STORM DRAIN PIPE AND TI-E VERTICAL COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION, INSTALLATION OF ANY NEW LIUNES. NESVEIRFY SEPARATION IS LESS THAN 24', ENGINEERING SOLUTIONS SUCH AS DUCTILE IRON PIPE SUPPORT AND PROTECTION OF ALL ABOVEGROLND AND UNDERGROUND UTILITIES TO OR STRUCTURAL BRIDGING SHALL BE PROVIDED TO PREVENT CRUSHING THE SEQUENCE OF LAND DISTURBANCEt REMAIN N PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS. 3. ALL WATER AND SANITARY SEWER SERVICES ARE TO BE LOCATED IT FROM THE UNDERLYING PIPE L PRECONSTRUCTION CONOE12ENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK. ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO T 14E OWNER'S AND PROPERTY CORNER. WHEN SERVICES ARE PLACED AT PROPERTY CORNERS THAT ENGNEER'S ATTENTION IMMEDIATELY. HAVE AN EASEMENT, THEY ARE TO BE PLACED ON THE EASEMENT LINE. TYPICALLY 5. WHERE SANITARY SEWERS PASS OVER STORM DRAIN PIKE AND THE VERTICAL 2. K LTS OF DISTURBANCE DETERMINE AND MARLIMITS TEN 00) FEET FROM THE PROPERTY CORNER WHERE THIS APPLES. SEPARATION IS LESS THAN 24, THE SANITARY SEWER SHALL MEET THE MATERIALS, ALS, 3. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES. TREES, PAVEMENT, TESTING METHODS, AND ACCEPTABILITY STANDARDS FOR WATER MAINS 05A NCAC UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY 4. EXISTING CONTRACTOR UTILITIES SHALL BE PROTECTEDAVATE 180 3. INSTALL STONE CONSTRUCTION ENTRANCE, AND SILT FENCE. PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE SHALL HANNDD EXCAVATE WHEN ADJACENT TTO EXISTING UTLITIESCONSTRUCTION OE. 4. INSTALL SEDIMENT BASINS AND SKIMMER DEWATE9RI G DEVICES. AND GRADING NOTES: OWNER.STORMWATER 5. TE-E UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT 5. TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE 4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, MAY BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF L CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED REMOVED FROM TOP SOIL PRIOR TO STOCKPILING. OTHER PERMANENT POINTS AND LINES OF REFERENCE NCE AND CONSTRUCTION STAKES. AND PROVIDING RTTNGS NECESSARY FOR COMPLETION OF THE SYSTEM. UTILITY ADJUSTMENTS AND/OR RELOCATIONS. PROPERTY IRONS, MONUMENTS. AND OTHER PERMANENT POINTS OF REFERENCE 6. ALL SANITARY SEWER STRUCTURESPAVED IN PAVAREAS SHALL BE FLUSH WITH 2. ALL CUT OR FILL SLOPES SHALL BE 311 OR FLATTE2 UNLESS OTHERWISE NOTED. 6. INSTALL STORMDRAIN AND INLET/OUTLET PROTECTION DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLNA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. PAVEMENT AND SHALL BE TRAFFIC RATED. 7. BRIG SITE TO FINAL GRADE. SPRFr4D STOCKPILED TOPSOIL OVER DISTURBED ARF�4S. 3. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND 5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS WATER NOTES: SEQUENCE TWAT WILL PROVIDE PROPER D12ANAGE AT ALL TIMES. 8. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER CONTRACT SHALL NOT IMPACT THEOPERATION OF ANY ADJACENT PROPERTIES. EACH SIGN99CANT RAINFALL EVENT (06' OR GREATER). ME MINIMUMUTILITY SEPARATIONS 4. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO 6. CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SANITARY SEWER -10-FEET (LATERALLY) ACCOMMODATE STORMDRAN INSTALLATION AND ASSURE A SMOOTH FIT AND 9. PLACE TEMPORARY SEEDING. INCLUDING ML LC14NG AND CRIMPING, ON ALL PERIMETER SERVICES, INCLUDING FIRE HYDRANTS, REVMAN OPERATIONAL DURING CONSTRUCTION. - 18-NCHES (VERTICAL - WATER OVER SEWER) CONTINUOUS GRADE (BETWEEN EXISTING AND PROPOSED PAVEMENT SECTIONS. SWALES AND ALL AREAS WITH SLOPES GREATER THAN 311 THAT ARE TO BE LEFT IDLE STORM SEWER - 18-NCHES (VERTICAL) FOR MORE THAN 7 DAYS. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND 7. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO INSURE THAT 5. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION ALL PROPOSED CRIMPING, ON ALL OTHER DISTURBED AREAS THAT ARE TO BE LET IDLE FOR MORE EQSTING PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION 2 WHB'QE A WATER MAN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS PIPES SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SLT AND DEBBRIS. THAN 14 DAYS. EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WPM EQUIPMENT IS BEING MOVED LESS THAN 18' OR WHERE WATER PASSES UNDER SEINER, THE SEWER AND DLURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY WATE 2MAN SHALL BOTH BE DUCTILE IRON OR GALVANIZED IRON PIPE FOR A 6. ALL STORM PIPE E NTE12 NG STRUCTURES SHALL BE GROUTED TO ASSURE 10. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN PAVED AREAS DAMAGED DURING CONSTRUCTION. DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CONNECTION AT STRUCTURE IS WATERTIGHT. SEASON, FERTILIZE, WATER AND REPLACE AS REQUIRED TO ESTABLISH A VIGOROUS CROSSING - NO JOINTS). STAND OF GRASS. TEMPORARY IRRIGATION MAY BE 12EQU12ED UNTIL GRASS IS FULLY 8. EXISTING PAVEMB4TS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE 7. ALL STORMWATE12 STRUCTURES IN PAVED AREAS SHALT_ BE FLUSH WITH PAVEMENT ESTABLISHED. KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILD UP OF SOT_, MUD. DUST OR OTHER 3. ALL WATERLINES SHALL HAVE A MINIMUM OF 36-NCPES OF COVER FROM THE AND SHALL BE HEAVY-DUTY TRAFFIC RATED. DEBRIS. ELEVATION OF FINISHED GRADE. I. CONTRACTOR SHALL MAINTAIN GRASS AS REQUIRED. THIS NCL WF-S BUT IS NOT LIMITED TO IRRIGATING AND MOWING GRASS AND RE -SEEDING / RE -SODDING BARE OR 9. A 10-FOOT UTILITY EASEMENT HAS BEEN PLACED ALONG ALL LOTS LINES THAT ARE 4. FIRE HYDRANTS SHALL BE RED IN COLOR AND SHOULD BE EITHER MLIELLER OR EROSION CONTROL NOTESt ERODED AREAS. ADJACENT TO STREET RIGHT OF WAYS. AMEBRICAN DARLING. I. GRAYSON PARK PHASE IC EROSION CONTROL PLAN WAS PERMITTED BY R• AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABLIZED, REMOVE ALL 10. WETLAND DELINEATION ION BY NEEDHAM ENVIRONMENTAL AND PENDING USACE 5. METE82 BOXES SHALL BE DOUBLE GULFBOXES FOR DOMESTIC AND IRRIGATION NCDEINR UNDER PERMIT NUMBER B12UNS-2006-190 DATED 09-07-2011. ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL VEPHCATION AND APPROVAL APPLICATIONS THESE CONSTRUCTION PLANS FOR PHASE IC SECTION 3 ARE A MEASURES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS MODIFICATION TO THIS PERMIT. IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES. IL FLOODZONE AS APPROVED BY FEMA AS PART OF CASE 244-04-5583A ON MAY L SANITARY SEWER NOTESt 2014, 2. CONTRACTOR SHALL COMPLY WITH CURRENT NC DEPARTMENT OF 13• UPON STABILIZATION OF THE SITE, REMOVE EXCESS SEDIMENT FROM PONDS #7 AND ENVIRONMENT AND NATURAL RESOURCES (NCDENR) 'EROSION AND tt8 TO THE DESIGN DEPTHS SHOWN ON SHEETS PA AND P-2. L SANITARY SEWER SERVICE FOR INDIVIDUAL LOTS ARE TO BE SERVED BY A MAN LINE SEDIMENT CONTROL PLANNNG AND DESIGN MANUAL' FOR ALL EROSION GRAVITY SANITARY SEWER WITH LATERALS TO INDIVIDUAL LOTS. CONTROL WORK. 14. IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THE SITE BECAUSE THE SITE HAS ALREADY BEEN STABILIZED / VEGETATED, CONTRACTOR SHIALL. BE RESPONSIBLE FOR RAN GUARDS SHALL BE PLACED IN ALL MANHOLES, VINYL FOR MANHOLES LOCATED 3. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION TRANSPORTING SEDIMENT OFFSITE AND DISPOSING OF SEDIMENT IN ACCORDANCE OUTSIDE OF PAVED AREAS, STAINLESS STEEL FOR MANHOLES LOCATED INSIDE OF AS THE RESULT OF INCREASED RUNOFF OR SI=DIMELINT DISPLACEMENT, WITH ALL LOCAL. STATE, AND FEDERAL REGILLATIONS. PAVED AREAS. THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND PREVENT DAMAGE TO ADJACENT PROPERTIES. SEE THIS SHEET FOR LEGEND AND GENERAL NOTES. FINAL DESIGN NOT FOR CONSTRUCTION CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100; Beiville, NC, 28451 TEL (910) 383-1044, FAX (910) 383-1045 wwwcapefearengineering. com N.C. LICENSE # C-1621 PROJECT NUMBER 820-01C SCALE AS SHOWN DATE : 10 OCT 14 TRACKING GRAYSON PARK .SWCTM 3 OCT 13 2014 MVDEX AND bNFORMATION PR0,ECT NUMBER SHEET NUMBER 820-OIC 1-I 14 I 1 'iu 20 19 17 \\ " .......... "1-" _AMENITY POND U8 16 \ 67 es ,. es 81 S E SHEET P-2 FOR eo POND 8 DETAILS 115 \. �15a2 c ` E l 14��II ( I 7851 1 ✓84 --- — —�\\\\ \\ \ \ �/!7 Grz 87 I I ��O EXIS Lst I\WAK 5• SDEWAIXK/ J82 A!NT t i i 81 80 / 13 coNnecr o .... ......_ .:.. Sf i ` __---- f" ✓ colvESSIII cr row — — 15 --- I EST C ANDLEQ pm NEIGH S DRIVE 14+00pM RBv10 PLUG AND / COMICTO EXISTING j � ANA / WA _ if (/ 51 52 53 54 55 56�— _ \ VICE 6 4 5G I/ 57 — 68— !' 0g WA .) / ! /iw POND 67, 49 �+� --FZ POND rs7 \ 48 SEE SHEET P-1 FOR POND 7 DETAILS NaL so Nu 61 62 63 ALL_—__---- �i 66 / \ 89 41 at' l W "GH PONT ELEV - 69.94 HGH POINT ELEV • 70.09 HIGH POINT STA-1+93,75 1 nW annrr FI FV . Fora MA c A - ".n i nW PnN7' R FV . Aono HIGH POINT STA - I4+45.39 80 7 7. 7 72 70 68 66 64 62 60 58 56 1 AIL � I I 'UN At �I I I l � 1 \I rLOODZOl (TYPJ A a 9 � / I eg � (y AL / NOTE, WHERE A PROPOSED SANITARY SEWER SERVICE IS TO TIE DIRECTLY INTO A SANITARY SEWER MANHOLE, THE INVERT OF THE SERVICE LINE SHALL BE NO MORE THAN 2.5-FT ABOVE THE n INVERT OF THE SEWER MANHOLE. NC GRID \ NAD 83 (2011) (., 50' 0 50' 100' 16 ' 1 INCH = 50 FEET HORIZ 1 INCH = 5 FEET VERT "GH PONT ELEV - 69.97 W'W PCVW :cre . n+eAoa LOW PONT ELEV - 69.46 -�K• . zm� a �•.■�' .•.�. ,�..(■�.�■..y..�_.� �'�!!����w�� W*A��11����iC�i •� F1�,it:.Ali+1 iNF+�lmP.'�i-s61f���kli!IAII�iG� ��Ei�f��]i€i _•�_■ I„:.I©I���IP.�E'�F�taP��]E����`�I� Iw f m ° :- .�i� • ` � I��i� = .- _ ®pis ;;i mil i�� �• vii� � ii"""'��i�� —__�'• • . lr�..� ; ' _ - _. • III `"�_' vllis �� A .��a :Lri.�iii.� MAIM l ■ 1—� .• u a - 80 78 76 74 72 70 68 66 64 62 60 58 56 55 SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES SEE SHEET SD-1 FOR STORMDRAIN PLAN FINAL DESIGN NOT FOR CONSTRUCTION B ISSUED FOR STORMWATER, EROSION CONTROL AND CONTRACTOR PRICING EMN 10/10/14 A ISSUED FOR WATER AND SEWER PERMITTING MTH 8/6/14 REV. DESCRIPTION Y RATE S 1 ✓ CAFE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineenng.com N.C. LICENSE#C-1621 PROJECT 820-01C NUMBER : SCALE c AS SHOWN DATE : 10 OCT 14 TRACKING : GRAYSON PARK PHASE IC SECTION 3 WEST CHANDLER HEIGHTS DRIVE STA 10+00 TO 19+78 2-ONUMBER CHANDLEP HEIGHTS DQIVE 80C I SHEET LF 24" a .32X SaL RIM 68.10 [I.E. OUT 65.50 /G y10L. � \ mFES NIL/ I.E. IN 65.001 / 1/ �e I sdu• � Bs e.> M \ , AL �/ ` s� n \\�`� � '� W`� I 1 �u / i�333 1 ,I. AL I oft ! I \ I&L SUL 48 Zi M ,dv- p_ --.� ALE _- 6'1 zi n. _ / / l � CTOR SHALL ` � \ � � / / %- - - T - ' TE TO LOT GRAD'�` 49 RJG (SEE SD-2) j RIM 67.95 / I.E. OUT 65.03 64 / I.E. IN 65.04 / n� yam\ 122 LF 24" ! 0. 0% 6)6 B' 25 LF HDPE f / \ -N' CONTRACTOR ALL\ TE TO LOT GR (SEE SDt2� tAL � I Alt � ` I � \ I i I c > t } \ I� LL t } } \ / / % t}Au t � RIM 69.59 I.E. OUT 66.20 0 RIM 69.22 I.E. OUT 66.51 67 UO 58 / WEST C'WAND ER CI #12 � 45/ !! HEIGHTS\DR E RIM 68.83 \ 57 n55 - /'51501. . OUT 66.35 54 53 52]] / /I / CI 1 quad I8d RIM 68 97 24 LF 18 // �r ' 8 RIM 68.63 I.E. OUT 65.29 I.E. IN 65.29 / RIM 68.63 / I.E. OUT 65.50 I.E. IN 65.50 I.E. IN 6.00 \ 79 �\ \\ 121 LF 21 \\ \HOPE I / 108 LF 18 \ \ HDPE 0 0.18% \ r / u !� w I 7 CI \ RIM 69.23 \ I.E. 0 T 66.59 ' � 1 71 24 LF 18" �\ AL 72 } \ } } 73 t �u AL AL ,uu- 24 LF 18 X sssd _ H PE ®0. 8% I. H P - MBd -IMBd Cl #11 xa RIM 68.83 s�jsd L I.E. OUT 66.25 I 1 u1-- m RIM 69.50 LF RIM 71.25 I.E. OUT 66.00 �68 AL NUL 81 I I / / ... 3 _ 82 I 148 LF 18 / 1 I ` 1 # 4 I H P ®0.50% I I RIM 68.97 I I.E. OUT 66.25 87 83 I.. 1 '- 1I I I O S I I 89 90 4 J ► 85 86 I I ' yy ' 1 I 1 FA ,uu. EMI ,uu- 1 T I 141 LF 18" ' \ - -- - _ 'r,, - HQP ® 0.53% �- FES t_--- '� ~-\ \ 1. . IN 65.50 - - - \ FES #1 I.E. IN 6 .5 w \ - /-----s7--' I\\ \\ \ W \ \ / 20 i uu I ! t 2 ;V \------- - --- � 25 NC GRID ` 1 3 NAD 83 (201) 50' 0 50' 100' 1 INCH = 50 FEET rLE<00 SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES SEE THIS SHEET FOR STORM DRAIN PLAN. LFINAL DESM NOT LFORCONSTRUCTION ( CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineering.com N.C. LICENSE#C-1621 PROJECT NUMBER 820-01C SCALE: AS SHOW DATE : 10 OCT 14 TRACKING : GRAYSON PARK PHASE IC SECTION 3 PROJECT NUMBER SHEET NUMBER 820 O10 1 SD-1 AW- l� SaL a � \ TE TO EXS\ GRA NG ONG NI. + I u 1 ,w NaL \ I \ 1 1 l� � \ t � t t t A 1 I \ I� At / �M M `\ \ SE�� SHEET FiOR POND P-1 /hFTAII S \ ( i Au \' � �Au 1 t / / / ♦♦. / ftftk TE TO / GRADING -7-- - _ - ,� /i // 48 ZOW ALE s7 TE TO 88 5a GRADING / / i- - - - - / — 7L13 70.73 70 sdu _ / / /60 49 -- TE TO vi 61 _ 60 fa 59 70 GRADING 69 `� 70.56 6 O50 70 58 70.6957 _ I 51 J // / 64 / _ \56 � 55 7O 54 53 I 52// / . 7C122 69 O 3 / ' , \ � ! 6 5 69,60 69.94 / � 69.04 / Ir Al 49 t 1 70 t I TE TO EMSTING J" GRADING Au Au u \t \ 1 t � � / / � 1 1 RK OD ZE aSm AU M 70 8d 68.84 70.05 Xsw� 69 69.79 8d 69.72 PE 7 37 o XB� L / 1 SS13d �-----'�"' 69.58 H 7 .O9 .84 I ( 69.39 8 80 1 82 , I Is SLOPE.., 69 �sLOPSLOPE e .. 1 6970 Alf. Nu I I 83 +o 0 1 1 87 '\ • I i J 84 85Z 86 1 89 90 I 14 \ I I 98 6d7N 6825 \ SEE SHEET P-2 ,FOR POND 65 64 83 `i, W 87 /-----67---AL ' \\t\\ W C \ WY Au 19 20 \ AL TE TOQADM 23 25/ NC GRID NAD 83 (2011) 50' 0 50, 100' SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES FINAL DESIGN NOT FOR CONSTRUCIII N ,�luuuuuNu� 01 CggO`p���i �O QP�FESS/�'y'.2 03-0507 .i a CAPE FEAR ENGINEER -ING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044, FAX (910) 383-1045 www.capefearengineering.com N.C. LICENSE#C-1621 PROJECT 820-OIC NUMBER : SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING : 04,13 20i4 GRAYSON PARK PHASE IC SECTION 3 P; M . 1 INCH = 50 FEET PROJMT NUMBER SHEET NUMBER 820-OIC SD-2 / POND $27 \ 20' 0 20' 40' 1 INCH = 20 FEET HORIZ Si \ \ / NORMAL POOL \ \ MAIN POOL \ A'I \ , / II I e / /j / 10' PON EMERGENCY I / � / / / // / AINTENANCE SPILLWAY I EASEMENT. 6' FES FbwEBAY 1 1 / / / / / 2 / / / r 63 j / r i 'VEGETATED j SHELF j / ! j 64 70 / / / r / 65 / 20' DRAINAGESyS6 / 41B u2 \ \ ( / EASEMENT SSN1H / /fr CI a / I If / I / I If I If / a a 45 �"Tll: II a I #4 \ TOP OF EMBANKMENT = MIN 69.0' EMERGENCY SPILLWAY=68.0' OCT OVER EXCAVATE FOR SEDIMENT STORAGE WETLANDS VEGETATION NOTE. THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE WETLAND SPECIES A MINIMUM OF 50 PLANTS PER 20D SF OF SHELF AREA SHALL BE PRONDED. PLANTS SHOULD GENERALLY BE PLANTED 24" TQ 36" ON CENTER AND SHOULD YIELD FULL COVERAGE N 1-2 YEARS THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR PLANTING ALONG THE 10:1 VEGETATED SHELF.. PLANTS SUITED FOR SHELF THAT'S UNDERWATER - SAGITTARIA LANCIFOUA (BULL TONGUE) - SAGITTARIA LA71FOUA (LUCK POTATO) - SAURURUS CERNUUS (UZARDTAIL) PLANTS SUITED FOR SHELF THAT'S ABOVE WATER - ASCLEPIAS INCARNATA (SWAMP MILKWEED) - CARD( IMERA (QUILL SEDGE) - CHELONE GLABRA (WHITE 1URXDiEAD) IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE APPROPRIATE WETLANDS VEGETA71ON COMMON TO 774E COASTAL NORTH CAROLINA RECIDN MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWA7ER BMP MANUAL FOR UST OF OTHER RECOMMENDED WETLANDS PLANTS. TOP OF EMBANKMENT = 69.0' MIN FAAFROFNCY SPII I WAY = RR_n' 24" HDPE IE= 55.5BOTTOM EL= 60.0' 10' WIDE 10:1 SHELF EMBANKMENT SECTION NOT TO SCALE 12' THICK RIP -RAP W/FABRIC UNDER. GEOTEXTILE FABRIC- 36 FT 30 FT TOP OF RIP -RAP ELEV. = 6&0'�.&,,,4 EMERGENCY SPILLWAY NOT TO SCALE TOP OF EMBANKMENT ELEVATION = 69.0' 10 SEE DETAIL THIS SHEET FOR TRASH RACK 0 I In 4" PVC SCREW TYPE PLUG BOX PLAN VIEW NOTES: 1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDENR/LQS S&E PERMIT. 2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH WIRE AND 57 STONE UNTIL SITE IS STABLE FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) X" SKIMMER W/ X" ORIFICE 4" PVC SCRE\ TYPE PLUG TEMP REMOVE SKIMMER ONCE SITE HAS BEEN STABILIZED AND INSTALL PERMANENT ORIFICE PIPE. 4" PVC TEE �7 NWL = 65.5 4" PVC CAP WITH 1.5" DRILLED POND BOTTOM ELEV= 60.0' 8" MIN 12" SECTION VIEW OUTLET STRUCTURE #17 � SOQ OtP o0 8�X 1 FT SUMP INV = FOR CLEANOUT 65.5' INV= 65.5' 4" PVC STUBBED INTO BOX 1 24" HOPE OUTLET PIPE 5 FT x 5 FT PRECAST CONCRETE BOX 12" EXTENDED BASE 6"BASE T 8" STONE BEDDING LEGEND SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES SEE SHEET SD-1 FOR STORMDRAIN PLAN FINAL DESIGN NOT FOR CONSTRUCTION CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100; Belville, NC, 28451 TEL (910) 383-1044, FAX (910) 383-1045 www.capefearenginearing.com N.C. LICENSE#C-1621 PROJECT 820-01C NUMBER : SCALE AS SHOWN DATE : 10 OCT 14 TRACKING GRAYSON PARK PHASE IC SECTION 3 13 2014 POND #7 DETAILS FOREBAY & WETPOND SECTION NOT TO SCALE PROJECT NUMBER SHEET NUMBER 820-OIC P-1 1 130 SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES SEE SHEET SD-1 FOR STORMDRAIN PLAN FINAL DESIGN NOT FOR CONSTRUCTION ♦O``````�NIICAgO( ����i FESS 030507 O c %:�;NOINEE;:' GJ♦O r Am v ♦ i �i CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineering.com N.C. LICENSE#C-1621 PROJECT 820—OIC NUMBER : SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING : GRAYSON PARK PHASE IC SECTION 3 AMENITY POND #8 DETAILS PROJECT NUMBER SHEET NUMBER 820-OIC I P-2 I 0 A4 AL Ar,. ]Iu / A t]IW- Nu Ac 1 A \ AL j AL AL At. AL / � / SEDIMENT BASN,- ,�, SEE POND AND AL / / OUTLET STRUCTURE A, 4 DETAILS, SHEET P-1 AL / AL AL / M AL / A AL A,. /At AL AL I AL AL � A , ilk1 Ad. \ I A / lu \ � � I AL AL y►l > AL 11 At All. 11114AL A AL � AL � AL AL AL At JIL AL A°` Jw- AL AL A4 A AL ,tu \ - - — — — �\ AL / ADDITIONAL ADDITIONAL NOTES: 1. TOPOGRAPHIC INFORMATION PROVIDED BY CAPE FEAR ENGINEERING, iNC., ELEVATION BASED ON NAVD88. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. 3. THE TOTAL AREA OF DISTURBANCE IS 395,080 SF (9.07 AC). 4. WETLAND DELINEATION BY NEEDHAM ENVIRONMENTAL AND PENDING USACE VERIFICATION AND APPROVAL. 5. INSTALL POND #7, FOREBAY, AND POND #8 WITH STORMWATER OUTLETS AND PIPING INFRASTRUCTURE BETWEEN POND #8 AND POND #7 BEFORE BEGINNING ANY GRADING OR CONSTRUCTION. 1 '� 13 87-- i 1 14 REQUIRED GROUNDCOVER TIMES 7 DAY MAXIMUM 14 DAY MAXIMUM r LE-CH94> PRO.IECT BOUNDARY 1 AREA OF DISTUMANCE SLT PENCE■ ■ ■ EMTING CONTOURS PROPOSED CONTOURS WETLANDS .. • ENTRANCE O„ •r- -. PENCE ourniT SEE SHEET SD-2 FOR GRADING PLAN. FINAL DESIGN NOT FOR CONSTRUCTION A ISSUED FOR STORMWATER, EROSION \ CONTROL AND CONTRACTOR PRICING R# ' DESCRIPTION s CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Selville, NC, 28451 TEL (910) 383-1044, FAX (910) 383-1045 www.capefearengineenng.com N.C. LICENSE # C-1621 PROJECT NUMBER 820—01C SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING GRAYSON PARK PHASE IC SECTION 3 IV SEDIMENT AND EROSION OCT 13 20 4 1 CONTROL PLAN By —_ PROJECT NUMBER SHEET NUMBER 820-OIC SE -I VARIES (60' TO 601) RIGHT-OF-WAY w VARIES VARIES 24' CONC. ROLL CURS VARIES VARIES CONC. AND GUTTER WIDTH (TYPICAL) VARIES 0.5' V2•/FOOT 1/2"/FOOT 1/4' ---'--+ I/4'/FOOT I .. ... .... •—� 4' FROM (� BOC v b' ABC 1 1/2' ASPHALT WL SEE SHEET C-I FOR ROAD SECTION SIDEWALK LOCATIONS. SIDEWALK TO BE NOT 70 SCALE LOCATED 0.5' FROM ROW LINE (TYP). TOP OF PAVENE14T 0 GUTTER LINE O ,- , TAPER CURB TAPER :.�CURB DETAL NOT • SCALE 28' BOC 50, ROW OFFSET C LL-DE-SAC DETAIL NOT TO SCALE v 1w,• 1 RIM EL. - EDGE OF PVI"IT. ROLL -TYPE FRAME AND 5EE STORM DRAIN SCHEDULE GRATE BACK OF CURB N I x 2" z bn 21_211 bn (Y------- 1= �p 3'-On N N------ d Lam. x SECTION X PLAN CLRB INLET NOT TO SCALE CURB INLET NOTES: I. DIMENSIONS VARY WITH PIPE DIAMETER. 2. SHALL MEET NCDOT 840.02 STANDARDS AND SPECIFICATIONS. RETANEZ GLANDS (TYP) M L 45 DEG. BEND (DIP) --\ STORM DRAIN Dip. — DIP. ONE JOINT OF DIP. M L 45 DEG. BEND mIPJ OJP. CONC. BLOCKING ND15 RETAINER GLANDS (TYP) - PLACE (OW BLOC" SLICK THAT rr NAL NOT 94TERFEM WITTN REdOVAL OF BOLTS. iF- IF SEPARATION S IV OR MORE. DJP. NOT REO.REL. WATER MAIN & STORM DRAIN CROSSING NOT TO SCALE RELATIONSW OF WATER & SEWER MANS TFE CONTRACTOR S REQUIRED TO COMPLY WITH THE NORTH CAROLNA ADMINISTRATIVE CODE RUTS GOVERNING PUBLIC WATER SYSTEMS. TITLE MA NCAC 6041906 1I-10 ' r 60' TYPICAL FOUR-WAY INTERSECTION NOT TO SCALE RAMP TO HAVE TEXTURED WARNING SURFACE TOOLED SCORE TYPICAL 1/2" EXPANSION JOINT @ C8G— .%(r 1/2" EXPAN5ION JOINT >RIE5) 51DEWALK 6'-0" MIN. 48 -1 1 MAX TOOLED SCORE 12 1 I UNDISTURBED 5UBGRADE --/ 6" THICK CONCRETE SIDEWALK / RAMP R-20' (TYP) ROW - a to GAD TYPICAL THREE-WAY INTERSECTION NOT TO SCALE ,n ��� I/2" MAXIMUM LIP SECTION A —A SEE ROLL CURB 1/2" EXP. AND GUTTER DETAIL 4" THICK AGGREGATE BASE, TYPE I, No. 21 or 21A N TE J I. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12:1. CROSS AND SIDE RAMPS SHALL BE 3,000 P.S.I. CONCRETE WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE WITH AN EXPOSED AGGREGATE FINISH. 2. CURB RAMPS ARE TO BE LOCATED WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A ROADWAY CROSSES AS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. HANDICAP RAMP FOR ROLL CURB INTERSECTION (WITH GRASS STRP) NOT TO SCALE RETAINER GLANDS (TYP) M145 DEG BEND mJP) —\ STORM ORAN M1 45 DEG BEND (DJP) ' DIP. CONC, BL NOTE: RETAINER GLANDS RYPJ PLACE CONC— BLOCKING SUCH THAT IT V LL NOT NTE P02E WITH REMOVAL OF BOLTS 3F - F SEPARATION S W OR MORE. DIP. NOT REQUIRED. - CONTRACTOR MAY USE DEALCTION OF PVC FORCENAN WTIFN TO MANCE ALLOWED BY Hx GO AND MANLFACTLREZ (COUNTY GUIDELINES GOVERN. ON A PER JOINT BASS, TO ACHIEVE SEMR AND STORM DRAIN CROSSING WITH M14MUM 24+N0H SEPARATK*L SEWER MAIN E STORM DRAIN CROSSING NOT TO SCALE 31000 PSI CONCRETE SIDEWALK, 3G$ RIX 3/8 8' INTERVALS, n n BROOM FINISH SLOPE 1/4" / FOOT IN DIRECTION OF DRAINAGE 1/2" EXP. JOINT @ 24' INTERVALS TYP. {1 AT ALL RADII U) INTERSECTIONS COMPACTED SUBGRADE� 5'-a AND &-a CONCRETE SDEWALK NOT TO SCALE NOTE: USE RIBBON CURB DETAIL WHERE INDICATED ON PLANS NOTE: USE RIBBON CURB DETAIL WHERE INDICATED ON PLANS I F 4 12" 12" 12" 12" o � o c - F** n c0 'a • a< 24" _ fr 24" Ij REVERSE SECTION STANDARD SECTION ROLL CUM & GUTTER DETAIL NOT TO SCALE I I 24" RIM AND SOLID TOP I z NOTE: BOX SIZE TOBE BASED `9 I I ON CONNECTING NG PIPES m WALL THICKNESS: AS REQUIRED ----- BY MANUFACTURER. CONCRETE: 4,000 PSI @ 28 DAYS KNOCK -OUT PANELS I I I I REINFORCING= AS REQUIRED BY MFR. IN ALL WALLS (TYP.) (I J� ---- FOR H2O LOADINGS BRICK, BLOCK, CMU OR PRECAST BOX 12" CRUSHED STONE (n PLAN 24" SOLID TOP PIPE SECTION JUVCTION BOX NOT TO SCALE JUNCTION BOX NOTES: I. DIMENSIONS VARY WITH PIPE DIAMETER. 2. SHALL MEET NCDOT 840.31 STANDARDS AND SPECIFICATIONS. T MN NTI&L BAgffiL O.D. CLAW I 90 CLASS CRU51-E1D STONE FOUNDATION 6' MN - (DEPTH AS APPROVE) BY - CRUSI� STONE FOINDATION ENGINEER- 4' Mw a0r�4 AS ENS APPROVED*0BY 1=L� FOUNDATION=1 11=1 11= , FOUNDATION MATERIAL1 l l— =1 1 �. 1�=1I 1p=1 6' MN f_7 6N MJ. t'—p P.V.C. BEDDING D.J.P. BEDDING GRAVITY SEWER PPE BEDDING DETAL NOT TO SCALE 37 4NL OD. 6' MN LEC;BLDI SEE SHEET 1-1 FOR LEGEND AND GENERAL NOTES FINAL DESIGN NOT FOR CONSTRUCTION B ISSUED FOR STORMWATER, EROSION EMN CONTROL AND CONTRACTOR PRICING 10 10 14 ISSUED FOR WATER AND SEWER MTH A PERMITTING 8/6/14 REV. DESCRIPTION DA� Y S / J ! / 1 CAPE FEAR ENGINEERING 151 Poole Rd.,Suite 100, Belville, NC, 28451 TEL (910) 383-1044; FAX (910) 383-1045 www.capefearengineering.com N.C. LICENSE # C-1621 PROJECT 820-01C NUMBER SCALE : AS SHOWN DATE : 10 OCT 14 TRACKING : GRAYSON PARK PHASE IC SECTION 3 F" �- � DETAILS ti OCT 13 4 L PROJECT NUMBER - SHEET NUMBER 820-OIC I D-1 L3 A� ec $ g, v mv 96 �w A $0 IF "W - gj 1% g Z, 'U"L",, '14, W W 'IN 11 4� �41 IS, '0 31t g Ig K, J Ilk Rmn 4' 4f .. .... 5k6-1 </ IWI -147 10179. -FT 31, -r- A R -,vvi �i, F 5�ft 1100 21(o7.34 S(�. �,T .04cl ,I 2023.11 SO.. T 711.52 .046G ,,441 04 50. FT 8 AG ILI lW W A% W I ,JtI g J g ggg ... ... . �V OR, Vp -W Vi- I- 1 915, WIF v" iR 'Xii A u4 'g, P 4 F il, WN 100' 0 100, 200' *W06" 1 1 Emmmmi I I INCH 100' 4FCAPE FEAR Engineering, Inc. 151 Poole Rd, Sufte 100 Betville, NC 28451 TEL (910) 383-1044 FAX (910)383-1045 www.capefeareng.com O'DRAWN R.STEWART PROJECT NUMBER: —ZO-01 DESIGN R.STEWART CHECK: R.CHRISTENSEN SCALE 1"=100' APPROVED : R.CHRISTENSEN DATE 16 JUNE. 2006 GRAYSON PA12K OFF -SITE PROJECT NUNBER 5HEET NUNEER 82C I C-1 k i' t k %iii# �I t V J T f t + £ y r J O� F A 9ut 09 S k# K�,v1 }t 4 v < \ 1979 IT 454 ACRES 1.� (�GE DRIB /C NE 2167.34 SQ.F I' 711.52 .04 341.04 SQ.FT 1566.66 SQ,FT 0466 ACRES 3.49 SQ.=T O423 ACRES .0078 ACRES ES V o o 138 .: - T81 ,3 3<: S4 Q 138 13 ' ® � �') Y _ \17 1 ✓� CDo I i 1 0 t}+#2 ACRES � �-� 13561. SQXT J� C O o 0311 ' ES. o 0 0 2 o 3Aj o o� d _CCU _ �. v .. #'.. CAPE FEAR Engineering, Inc. 151 Poole Rd, Suite 100 Beivllle, NC 28451 TEL (010) 383-1044 FAX (010) 383-1045 www,capefeareng.com DRAWN R.STEWART PROJECT NUMBER 820-01 DESIGN R.STEWART CHECK: R.CHRISTENSEN SCALE : 1"=100' APPROVED : R.CHRISTENSEN DATE 16 JUNE, 2006 GRAYSON PARK OFF —SITE PROJECT NUMBER SHEET NUMBER 820- 01 1 C-1 v 9 ppq ��Ng ,y5 D 8 8 OF °2 PzP$ 92 ° DOMO ION 90 P o wg RyyR �m Vqm^'' RRR y�m$µQy D V W N '- � a y ➢ W N � , D er ° ° 8104I In 5211 �� e c o I _ D D Z� I ¢ � D y rp P N D Nn FgF BE 14 D m z� gg D x wm P� m o ol MN Z� s ^poi 61 ?5 m gg M Z w GM �~~~~~ \`' puo;al 7r►\\mac: r $ F k D � 1 � i c I I e P� e �2m3a oy-Y b� w� � g Jy 21 ; 20 r MG705JG\\ : r ♦ Mom% I' ]6 \t\ s« g A�Y PQsD v8 ii 1- SEE SIE FOR 1 -T 8 DEAI POND TALS )e ]9 «..eci TO , I msJ eJ / envavrt / � I 1 em ra aoPv�—'I-'1-- 1 _ —�N'oo\_ ! i WE CHANT lER HEIGHTS] COIBirO ig P I .._ I 5J Sa 55 O wP1HJ� �6c/B sva 63 ki Al V i 1 11 \ 11 1 II 'i 66 y ova O L I esaen / / / / NOTE, WLERE A PROPOSED SANITARY SEWER ,.. / SERVICE IS TO TE DIRECTLY INTO A SANITARY SEWER MANHOLE. THE INVERT OF THE SERVICE LNE SHALL BE NO MORE THAN 25-FT ABOVE THE ... NVERT OF TI-E SEW MGN-TOLE r PO D a] / SEE SHEET P-I FOR PONO ] DETALS C NUaD 03110T I IrvCN -°A iEEi Ngirz 1 In01 5 FEET v RT f61 KNi6lY-6969 T T,F-. :� -wwo P.+mrvP mr .9m nLa-v9 K. a -nm �so �c ,Rw Pc T aEJ - 6va9 eaw LQY 2Ni SiP.lp.9i5) M m4 -N9]3 ���^�mP-e.evm P>���OCK III F wnarnrnTP--car nn� I K-NW I I LCW GUR CLV -e96] 5tt�mrvn- LpV WJr Ff'F'-6930 roarsrr-a-aap , @AY9— I 1 I i I R'a P'" P'n8ev-fdeM I I W6c N[IL.•. a9.YB v.�e N.6sl p �_ 1 IJ6V0P9 I -!�B'WCJNP FT I 1 (.UJ: [p LF�OAII� �., I X'.6E_ _ •ffy _ PTK R i I _ i 6_R _ _ I I a,filS I H'AL Ml tl MJNA � � u' 6f � 31'FNAN B'WC QLb L9Ca: •, ••- 9a Ll�OaT 60NQ.�W e we Jxf esoo: �— �— 6 fH-CVP�YY+ ¢4q C9C�1 lr•oan T _ dWc " xa I I I uu��— �'uu i i • �wuT— Euu- I � eveo. -TTTT-L-L� =1 l \9 VICIINITY MAP_- , I�1 o x..e SE E 3� \ ' kY I l EC80 SEE SI-EET H FOR � AND GIENERAL NOTES SEE S.EET SD -I FOR STOPWRANI RAN p ISNSD PfA R.WMINC 9WR0 PJWaV4 10 11 L 16MSF➢ IAT UIQIT. IssTn rw coxmRucTlox / zs T 6 1.01.S Q.TEA EMC;V WN ONTPM MD ttMI TOR PPoLWL 10�1p/1♦ P iMED FOR W TER MD SEM£A uTM V ITTNL 6 6 . REV. REVAY OESR11PT011 DAM nmM9 5 �N BA@c, .f OWM 7` '..,,�THI . oER mexo-mc ,eEv u.".: Ns slur« LPrz : 19 mr :. rR.oarc GRAYSON PARK PHASE IC SECTION 3 WEST OiAr,DlBz HEIGHTS DRIVE STA CO 00 TO I9+78 820 OICc II . / reTolrn maoup _ - - / 58 /6] 14 87.25 RIM RIM 121 if 26 / ram\ FIRE WT fi5.50 80 811 U I l 118 LF1 67 / 2t S 24 124 IF 16 -J 1 \ WOo y \ RI4 7125 j 6YE WT 66.3/5//�/ r -RIM 695] ] I ` / LE MT 665, )E - .i 1 tY I 1]^ / il� L% ♦ \ RB1 69.2E •\' �. .0 t 24 6 10 .. \ - I it • 73 - Y 1 a ER P - - VICINITY MAP, i .._. - - - PHASE 1C I - SEOTI ti I L see sI EE F n Erew no .. .. .. c-,El�sznE nloTesS - .. SEE SEET sw FOR RLL - y , / s 135UmFCR . I CONSTT�iL' ..Ira RBI BflBO 24 lF 1 .. - - ' RW fi9.2a LE WT 6635 � V I I N �.. t/- 86 i 8B1 1 I I 141 ti 18 - .1SL_-_.. C' - AEvsII tm u\w1, - R91p IVi 4p15T51ClIOi' IT T P 44d iLR 51tlW pI.Tpt dWR 1 MN 'I1N1V.0. NA fy(li(/.C1pi ROdG'10 0/14 L55lIFB F6R wBT6R Mro gwrn nN �. - FEAWTIWG E 6 4 REV.1 DESCRIPTION-,.ppTEY REASI N 8 \l (' , 4$,�� p � IY— \ KlG4LTMN PWP@If ✓nGCd6 T P IXSR6 �/ .J Ba 95 9E (H9 `/ - - N R if, �'��� /� ���— 1 • ,� J — I .8 RENSD LDi UICV(. IS9.� fLYi WNSIRUCTPY P45 ) 5 J A -ISYJ Ep fpf $JgtYMAIEA ER090Y LWJR0. /.•b WIMAC1fA PIOONG' EMN . 07 10 1! ' DESVUPI m CAi£ Y REV�SCNS r \ \ \ \\ POND rs7 \\ \ MAIN POOL \ \ \�1 % 66 Xl' CCM'PGE ----------- 2.________________________"D�"< FOREBAY & WETPOND SECTION w- 10x Nc = .0 83 (3 �j TRW J14 Im V wBUWWwI � Wa. EB.rt `Jfr SPLLW.Y- r-m` anncrv]EXCA" 2D' 0 20AV , NOT .20 EEET TlMl mej WETLANDS VEGETATION NOTE.: M K?l.Im 9flf 5Wl H M1M16 IIX. 4W,Y w Ira vas .En..o srtoEc . WMN. a w n.wrs ra mo s a as .,e. nY2 a pnEmm avers RMvo aEaauv a R.w1ID N IO Y p RA'RP ND .WMO RN h4 WIR.t¢ M ,) rttai rrt rptowG � 6 ,[n.MS Km2 w, +H vrN[ rm Nd: 11[ ,Q, K6I.1w 9N n ,uvrs�vEmMrm BFIf M.rs uKwwm - uorrM. us�ow rn�a w�nm / -Su 624N6 (IP gU vuvrs sarzo rw sar A waeYu (save wrml - cm mB (au s¢al r ce w uwe m ar.masno mas a p.vM.Mc ummmr.rz (D.WS m. . W/ N v m M RMSi4 MR' M GP]N. KW, MT Romano a n.rz �r sma,..rw Bs xva rw .Al o,YR amYK a rnAEms Puxrs m m nsMNxwt - es EMBANKMENT SECTION ,rntDsrwlt ,2 110A PIP -RAP WUAIRIV NDER. OEOIE%NE l.tBtlt M lm�w FYBuuaiwt w ct 66V EMERGENCY SPILLWAY I)TTOS uu�tn MOM �iLM, 0 i �us��, ■ 1 , 1 M°rxxmm smnw (a www .mRvm Emw) tD s wstwm a PmEMr amE] snnxtwE sov ro 16uW1:N r✓a p¢ is PDV TwK M n.Yvunn aw xrnmADs sec ewYc z omn¢ry,wuw Assxev .T wnEt smuctuRE tD eE rzuPromsx m.EREo WM •R WxC 51 StO£ IWh 91E R SL.$E EDDNA) R s we _ssD. ao� 1 ovc VA,«tN zV- RUED DEv-eo.n SECTION UiEW OUTLET STRUCTURE #17 5 i . 5'R MCtST W:061E W} IL,F Evv,rcn R..a VICINITY MAP/-1 SEC,017� l 1` v ` 1 A. r; LEGS IT SEE S-EET 1-1 FOR LEGEND AND GENERAL NOTES SEE SF SD -I FOR STORMDRAN RAN D RENSFD OMFlLE 9II m CEO EYx CMYLNIR 1D 04 1] C REl® EDT uF T. RAS Imxn rw m cnox ] 2y D NENS.9 90YYw CETM. E N RE91B111TRD i0 xCIX]IF t0 2D Is 159..E0 EM 5,tld:YAIFA EA09M EtiN wvmn AND caxmActaR Pwo6: ED/tD/E. REV. DESCRIPT1 REV.SY # DATE RENSIMS 9r�Z. CAPE FEAR ENGINEERING +s+Rccerm.snW +mew.. vx.2Res+ m ryEo,.ur+ou: PAX rotD)Bss+as mcWma+rearWar,:a r�W �.D LGEx5Et G1az1 °R0'QT mo-DEc NUMBER Y-VF : 9qW DATE : m ac* v mAcnixc GRAYSON PARK PHASE IC SECTION 3 POND R7 DETALS 820-0IC P-I TO rl ,J,/ y1'./. AMENITY POND SECTION I To5U.2' I I 1 1r - lI I I / I I 83 I I ' \\\� 84 C'D2AN>� 85 86 � I 89 L . EAvENB.T � I \_\ 6 CRAIJq \EIABJ� I AMENITY POND s8 IL FfS 'll' lied II9-fl ll w/faYM D ay � RwIXifll fin ,P p A9/MXNi 4>z ,\�/�\\//\\\ EMERGENCY SPILLWAY V ToS Wu y VICINITY MAP,i.-- ._ .. KPH SE f0^ [ I - _SECTION3� LEOEhO SEE SLEE i'N FOP LEG ND AND = GOVERN NO 5 SEE SI T 5P1 FOR STORbDRAN PLgN I�SUFD CONSTRUCnON . _ I c la.,sn teT v.rw�. :swim PCA mNSTaucTloN T e ago sa of ma'ax dN „nsnel � ISSVm Rp SRYWY lcZi. FA(SR1' dN CVI,R2 A`QI CW1RK10P AdCM4 1C/IO 1 . - DES PPM of BY REN90N9 ., RN a t<"•••` ' irvE nuc .. .GRATE PLAN MEW BOX PLAN! MEW - - .M - ssn• ez o�nez snus,ort m ec nsa ur mcnx mx I...fl� um n s,x uln srz s s.ul ® �$ ®_ E FED _ r ENGINEERING mivmoa\ nvv ,��9P iEt ryfol �,welYT��JIp�1w5', A" 66 )1 -- NC.IICENSIL-IeN ` 1tl1T21 HY AfOIS.i GO-OIC _ - ICA L2MV.'T 4J1[ : ei 91OW1 - _ 5 mz. - Ir - - .mUP VM20'n¢E 69e2 T - GRAYSON PARK PHASE IC SECTION 3 \v+. e• smx ermmc von e.6 - n[v-ao' �cEf TION NEW .. AMENITY PONDDETAILS _ .I .. OUTLET STRUCTURE #6 J820-0I0 P-2 . " - '� - a/ t �y\vv �/ -' �`:�. �' :_"ram �_.`-.,► � .�� I - "\V\ '3�\ �� '�.: '- \ slocKaEE r6aveRauY _- 6 / ' 1 V f .. J. a HSOi£GTICh \ \\ j \ _ TFj.WCRPRY A. AA\\ VOA. -• \Q�� AA! - 5 - -REMED LOT LAI . '. I.. FOR GRIST . ) . ) A IS4.E0 fCR.SiMYYARR. EADGM' EYN' G. ANO CWIRAL`GR m0 10IWI RE,¢ REV.SDATEY DESCRIPTION - REN90.Y5 AA�A�K11A\vVA��'A... a - vAv�v�V0 Gl \ PE FAR ENGINEERING . / y, y w ! ` . 50• 0 . �I 50' 1W' - 151 PP bR6.Swb Im.B ,NC, 26451 . I TEL 010)OBr :FIB ISA'ON)50.41W5 INCH -50 FEET :.Y.0 LIGENSFa G10tf .. k / y I'RC,ECf IOLIYA : 6a+O1G _ ADDITIONAL NOTES: . DAl. o .. _ remuam caGLUDromt n E . _ -- . FN F OF tMD DST R N N'1(ES 1. TORO71ON EC IE DRN NAV PRONGED BY CAPE FEAR ENGINEERNIG, INC., Tc 0 VEGETATION _VHFIID F DETI ON SHIFf D- 1 . ELEVATION ensEO on NAwea. -[]-1 GARG�AYYS�OCNClP�A/R�K� - 2. CONTRACTOR i0 DEW VERIFY ALL METING UNDERGROUND UnLRIES BEFORE _ ] DAY L I.U.: PHA—q C_ A�"CiP� 3 - a BEGINNING CONSTRUCTION. €i ]. THE TOTAL AREA OF DISTURBANCE 15 395,080 SF IS 0)'AC). -- P 16 DAY MA%IMDI.I I Jai a. "WETLAND DELINEATION BY NEEDHM EIMRONMENTAL. USAGE VERIFICATION AND - -- - - _ APPROVAL :#SAW-2006-40295 5. 'INSTANT POND 17. DREBAY, AND POND #a MTH STORMWATER OI P-E7S AND - Vy!'LIRyL r✓aR KK� PIPING INFRASTRUCTURE 6ETWEEN POND IS AND POND r) BEFORE BEGINNING _ ,L. ANY GRADING OR CONSWUCipR _ 820-101c. L v}_mT � i. Hoar J_�eaor - Gam. I. `iFOP os yr SE= Ci ROAD SECTIONSGEJlALX LCCAT%XJS - 51XW4 r: TD 3E NOT TO SCALE LOCATE) O5 FGOM QOW LEE MR), ttR w r.v rm:r r eutTts Ln:e Td w� wreavv .� �� a.ee �nrte a-L DEFRESSM CLRB DEfAL NOT TO SCAIE OFFSET SE CLL-DE SAC DETAL NOT TO SCA'.E I} C' �. L 3 O SECTION Y Rln FIL E SAE 6 ROLL -TYPE E4PIYE ANv BCF BTCRN N YPf ALE CRATE eux of cuRB L xn E S•On i Y i i SECTION X PLAN CI.RB H.Er NOT CJ2B NET NOTES L l VARY W PFE dAA1=Tm.. 1 sHAll AEET NCDOT BAO.O2 STAroARDS AND SPEATIONS. WATER MAN E STORM DRAN CROSSM NOT TO SCALE T p OF WATS2 E SCNHim+e.aas TYPICAL FOL12-WAY NTEWSECTION TO SCALE RA, TO PAVE TE RED WARNING TYPICAL hREE-WAY MS2SECTION NOT TO SCALE A -A P 41E9 SIOEWPLK 6'-O' nIN. RAIT aC..L NRB V � I nA%rT TCG.FD Y..ORE� IMX I N UP. 5A1 DETPIL "'R wasruREEo suacRADe rJ -.•c_. 1-...1L^A v I: K (GNENE dDF1YLR / 4MP P• TWCK AG44EGI.TE PJSE, TYPE 1, w. zl w zlA NOTE NA "JCE 4AI.P$ SHALL NOT EXCEED A S-OF'E OF R4 CROSS AND SUE PA3ALL . Cb VRN SIP QE'.fiTAM NICCSPL DETECTAB.E WARNING SfFAE Mu AN EPAGATE RHt f. CLQB RA4PS ARE TO BE LOCATED V•M16Z - AN ACCESSBLE 0OJ(E w TLE 2YdIR WAY OP A ROADWAY CROSSES AS SFKJWN ON RAMS OR AS ORECT£D BY ENL:NE5R, AM BLKKAD NOT BE LOCATED F£Lf•O VB-ICLE STOP LCES, EXISTNG LI6HT PIXY, P HYDRANTS, DZCP NETS. ETC. FIArDICAP RAMP FOR ROLL CLRB NfERSECTION LWiTH GRASS'STRP) rrn ro r,Le �mm SEWER MAN E STORM DRAM CROSSNG NOT TO SCALE LNG P B' INTERVALS, 3 0.ro P51 LGNCRETE SIDEMu.LK, 3/B• x 3/5' BRQTt fIN15H, SLOPE I/9'AG/ fCOT 1/y EXP..XJINT TYPP 34' IN DIRECTION OF DRAINE I� INTERVALS , t AL AT L RADII INTER5ECTIOI5' ' CQ'.PAREJ SUBGRADE� - 5'-a AND &-a. CONCRETE SDEWALK NJT TO SCALE ` �z KEVE32SESECTION57ANDAMSECTION POLL IOLRS E GUTTER DETAL NOT TO SCAL I NNOOK-OUT P.N ALL HALLO (Ij ON saws, . Ir cRU . BTONE SECTION .LNCTM BOX NOT TO SCALE .AN(,TpN BOX NJTE AN0 9'JI.IO TL NOTE. . - . 8.'IX SRC TO BE BAS`O LN (Ln1:CC ,Z PIPES LL TYKRMESS. A5 REdIIREO BY I'M+UEARNRER. AB a�Ealaev By vAR — IORRIGS L DE.E•C VAQT V•LM1I LF£ DIAI.EiEA. -2 SH41 AffT NCOJT BCOJ STMDAPJS AND SFEOiCATION& 1�\ P.VG 35 Y OIP. EELDAt GRAVITY SEWER PPE BEDDNG DETAIL NOT TO SCALE VICINITY MAP.- roTroxAle -.-� i PHASE iC ' SECTIONS - gL� T,j��Z eR 5� S-EE'T I -I FOR AND G3S1AL NOTES - e PENSFD LBi LAMVI. RA$ ISSUES M fIYISTNrnmI } }5 } a Imm iM V.W/.1 FR.. EYN NI ... CDIiR ..3 10 D A A IMED f WATER PEFYITTJIG d/d/.A REV. DESf :PTON REV.SY � DALE FEY40N5 �p� LC L z� rtu�.ln-n .�ir/rr ' 151Pmi F0..51N iW:8aYCe. NC. MG51 .. - I TEL lalo).u'tNxG: EAx(eio).tat.las .. .o NO sale m+: N.G. fELEN5ECF1R1 HVYBER 4NL: AS 91(M1 oATE : Ba L1Cf u TnuxlNo : - _ .. I 'GRAYSON PARK . PHASE IC -SECTION 3 DETALS. J 820-0IC D-I r � 'J _. i i �.0 •w liil���;{ i is 'P.•{ �iiP�h{I{: t l PP } 1( ( If{I{If s i 1 � !l{11�1 ► i I Pj 4 if i;fll fit -1 { •P IS it I `C I slji �,'j{ I, 4'J �1► W Ij! h II �i i;t 1 ' IPlI �E BRUNSWICK-REGIONAL WATER AND SEWER 11 e jil -1 f• l r Itt9 ►Ittt�}}.. f hl ll ! . ru I 1 I} 1 J let 141 {It { ti V1, "hs a�N UTILITY DETAILS Ilfl. BRUNSWICK REGIONAL { WATER AND SEWER � 1 I�tI� p • II ;c> 1 BRUNSWICK REGIONAL 'a' UTILITY DETAILS { " WATER AND SEWER m 8 ZIR D 41 I W GM u6 1 r! It IN, sId I�t,,,,S.,I-��i j4�• ► � t: l i 1, 5 t a,. 1 ; 'e �„Illl.l 66g { �� 11 „Y,• 1j[ d81 5l,l tfi 1 �1 F lili♦ BRUNSWICK REGIONAL WATER AND SEWER -- I UTILITY DETAILS 'IMLTTY DETAILS m o owl < COSTING ROAD NOTES 1ER FABRIC UNDERLAY SHALL BE INSTALLED BETWEEN STONE AND SOIL FOUNDATION TEMPORARY CONSTRUCTION ENTRANCE EROSION CONTROLSPECIFICATIONS 1,01 GENERAL: THE CPITGCTOR SHALL BE RESINOUS REP EROSION AND SEDIMENTATION CONTRA WI -INDICTION TE -CTION LIMITS; FOR REVS I. OF SEEM, LADFN RU 1 LEAVING TE CGNSTRUC'LM LIMITS OR EMERING CREMES. STREAMI OR WATER NI'TPOIND`tEMS; AND FCR 1MPLEMENTATCH OF NECESSARY EROSION AND SEDIMENTATION CORR'JL ME4YJFEE TO MEET THE PCOUNI-HIS OF THE NOTION IR T CAROLIII. DEPAHE T CF OVIRTINT- L OL' 11. IN, CONTRACTOR lALL ALSO BE RESPONSIBLE FOR ALL DAMAGES OR FMRLT ES ESUING FRO1 EROSION ON SFOIMENT LADEN RUNOFF IN T1411,DISTUTON OF 415 CONTRACT. 1. ONBTRLCTIT' IFONEN S .11 THE L5E Of EROSIDJ A. SED,F1,1ICW CONTROL ONICES IS ESPECIALLY IMPORTANT ON AREAS OF STEEP TOPOGRAPHY, EASILY ERODIBLE .111 AND SITES IN UPaE PROiIMITY TO WAY COiWEE5 THROUGHOUTTHE ECASINCTION PERIOD, THE CONTWX MEAWRES SHOOT BE IUSTALIM PRKR TO THE EO_�M9KET ENT OF LAND CLEARING AND SHALL BE FULLY MAIN..PINEDIO ME PERDICALLY INSPECTED UNTIL .FINAL RESTORATION AND STABILIZATION IS CO1iLETED. UNREST(RED CLEARED AR. SHALL BE KEPT TO A MINIMUM. DISTURBED AREAS AHEAD OF CMSr FUETIW $HALL CNLT BE KCOTPLISHED W THESE SEDIMENTS PEW TE SHORTEST PRACTICAL PSTMCE AS REWIRED FOR EEW INUAL RARE% FINAL RESTORATION 'DILL NOT BE O L-AYM UNTIL COMPLETION O THE PR0.NECT BUT WILL BE CARRIED OLT IN OASES AS TYE WORK PROCEEDS. LNDER NO CIRCUM5IANCE5 WILL ANT 'SLOPES BE LEFT DENUDED FOR MORE AN TWCALENDAR OATS. �UNI NO CIRCUMSTANCE HILL BE LEF ANT AREA T DENUDED FOR MORE, TRH'TWO FOURTEEN CALENOAR.DATS MNWF SOME FOVI OF STABILIEATIN UNTIL FINAL RESTORATION 15 COMPLETE, I.C9 SEDIMENTAININ CO:EROL YICASIG . THE FALWING ARE SOME GF THE SEDIMENT CONTROL DEVICES OR MEAEURE5 THAT MAY BE WIRED TO REPRNENT SEDIMENTATION' OF STREAMS, HATER COURSES, OR ORAINKE STRUCTURES. I "PT., BEPN,B AVD/W D"BA.s. AAD TEAL DITCHES. SEDmENR TPA S . A LTER BERMS • GIRAVEL AND GAVEL FILTER INLETS 5. 5LT FENCES NOT TO BE PLACED IN STREAMS OR DITCHES PERPENOKLIAR TO FLOW ffWEEK DM' GRAVEL FILTER T.. GAAVSL COMETRUCTIW,C%IT N.O3,I EFWIW CONTROL' MEASURES. SOLE OF 'TOE 5OL ER051W CONTRA MEASURES WICJN -AT BE REOIIRED IN I'S CONTRACT ARE. FA. 1 SLOPE'PROTEETIW Z. D.HATER BREAK DIVERSON BERMS 3. DIVERSION OMANNELS A, PREETWATIO: M CIISTING VEGETATION 5. STORY INLET PROTECTION STREAM CR.'ASHEG5 I: ENERGY DISSIPATERS B. MATTINGOFRE-SEEDED AREAS IEE2 DETAIL DRAWIH.; EYAMPLES I SEDIlEYFATIW AND ER0510N COBRA DETAILS ARE SHOWN IN THESE PLANS FOR INSTALLATION AT LU.l.T!ONS PHH1 .TIED IN THE FILMS OR AS OTHERWISE REOII4ED BT THE REGULATING AGENCY; OR THE OWNER AS WOH% PROCEEDS IN STREAM ECTIONI HNERE CONSTRUCT. ACTIVITIES. ARE EOMsAAT IN CLOSE PRCSHMITT TO 11 CATIS, AND -OTHER WATERWAYS. THEY SHALL BE PERFORMED IN A MMNER TWAT DOES NOT CONTRIBUTE. TO DEGRADATION OF OR B4ECKAGE OF THE STREAPI-FLAY. IN G PHA TO PRNENT POSSIBLE DEGRADATION OR BL AGES, TE CONTRACTOR SMALL M REWIRED TO 'KFFA R(KKSREALCSE AND TOPS L AS FAR CFROM THESE WATERY TS AS WEENELE. RESRKT MACNINERY OPERATION OR STREAM CROSSINGS IN YATERWATS TO THE EI NECE55MY 'FOR CONSTRUCTION OF UTILITIES CR0351NGS, ] IF CWSTRUCTKN WORK AREAS ARE NECE55I.RT IN A WATERHAT, NET STALL BE PROTECTED AS INDICATED W THE P-ANS. S. IF TEMFO " ROAGMI ARE ESSENTIAL "FOR THE OON IKTIW ACTIVITIES, THEY SHALL BE CONSTRUCTED OF ^OILS WHICH ARE NOT. HIOWLT ERODIBLE MATM'ALS AND MOST NOT SPAN MORE THAN HALF WAY ATEDES THE PUTER COURSE OR WETLAND AREA AT AT ONE TIME UNLESS OMERNME APPROIED BY 'HE.ENGINEER. THESE TEMPRART ROApaATS 5NALL BE ENTIRELY REI10..ED AS SHIN AS THEIR 15. rf-r. WORT IN TEY AREAS SNALL 0.. TLE REWIREMEMS OF THE CONPB OF ENGINEERS OR 411A PERMIT,OR1. AS APP DM,, 5_T FENCE 5 WASHED TONE t0' SECTION E ftD 15 WASHED STONE SILT FENCE PLAN VIEW SLT FENCE ROCK OUTLET NOT TO SCALE A A S� IL QEA A V Iy,�3 VARIES DOUBLE NOW OF SILT rwCE =a _4. FEET APART SECTION A -A THRU BERM NOTE I. CONTRACTOR SHALL LOCATE STOCKPILE AS NEEDED SPM STORAGE BERM NOT TO Sf 5'-0, mUI. WITH HOCWIRE FENCE :♦ GAUGE STEEL -0. MA%. WITHOUT WIRE G' OPENINGS RARE FENCE' 5 MIN. STANDARD 'M POSTS, 1.25 LB/LF HOG WIRE FENCING. }f.' WIDE OR HFANER '- AAL E%TENSION OF MN_.VERT. WIRE SCATS 012- OC., WIRES. TOP Q Bl7r. '{ V' FABRIC AND ARE IN 5 HORIZ. WLRES TO BE 125 GA:, FIELD WIRES-9-� 1f INTO R: ENCH TO BE 105 CA TO BE'ZINC COATED 9 1 STEEL POST TO COMMERC'AL SIDS. '. '. COMPACT - FILL p DIRECTION DIREcnox of FLOW ry - SYNFHEPC FILTER FA531C AT LAST �� NI 95% POLYOLEFlN OR POLYESTER BY WEIGHT. FABRIC SHALL CONTAIN W FILTER ASPIC F§ ^ 6OSiOBILIZEflS TO PRON �� �l 111,, MONTHS YIN. b MONTT HS Of USE I 1OS CGNSTRL'CTIOI. ACCESS. THE TRAVEL Of EAT IPMETO AND FROM THE CONSTRUCTION AREAS SMALL BE MINMIZED NOY ONLY TO FROM MOT AREAS T�Y WILL WELL I NY THE SPREADIND OF SEMMENTBE WITHINW AND OUTSIDE OF E E CNSTRLCTIW AREAS, TEREF(RE SPECIAL CONSTRICTION EOJIPME T TRAVEL CORRIDORS WILL BE ESTABLIS:IED FOR T115 USE AND INSTRUCTIONS SMALL BE I51 FOR THEIR U5E. USE 6 THESE CORRIDORMUST 'iR S BE FVLLI EN ONC£D. OT4E INW-E55EMIAL TRAFFIC L BE RESTRICTED OR MSODURAGED. INDISRIIINATE AND CO.WENIENCE TRAFFIC SHALL NOT BE ALLOWED, . V. STOOTPILEADOR. AREAS. THE CONTRACTOR 51ULL BE RESPONSIBLE FOR SELECTMN ' ESTPINWG AND MAINTAINING ST CCKFILE OR BORROW AREAS WHICH HE MAT REOJIRE TO COMPLETE THE CONTRACT_ HE 15 ALSO SECURED TO D51GN ANJ IN POFATE ALL NECESSARY SEDIMETT AND RCH N CONROLS MEASURES NECESSM, TO PREVET EROSION AND CONTRIBJ LPH OF 5CONENT TO AD ENT AREAS, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS UI APPROIALS FOR WEACA, OR SPOIL AREAS OJTVCC THE CONSTRUCTIW LIMITS, IOZ DISPo'AL 6 E%CEY> WATER FROM EXCAVATIONS, NE CONTRACTOR SHALL PRACTICE MMAGEMENT OF IXCE55 WATER PUMPED FROM EYCAVATYN TO REDUCE TE PROpSTION AND SPIREACONG OF SCOMEVT, rU, EO WATER SMALL BE DI5CMABAED ONTO STABILIZED 5OPFKES AND ALLDWED TO TILT-R THRLIKH COSTING VEGETATION IF ROiBSUE, OTNERALIS ADDITIONAL C .R0. MNSURES MAY BE NECESSARY. IF DIICNES ARE REOJIRED TO ME F PUMPED WATER F, CWS.RUCTIW CXCAVATIONS. THEY SINALL BE GIVEN THE SAME CCNSIDERAT ON AS ANY OTHER AN -MACE WATERMIAY AND THEM SURI BF STABILIZED AS TO NOT DEGRADE AND WR a SEDIMENT. ION �EAVATNN AND BKKcryL. IXCAVATIW SHALL -BE CLOSELY CGNTROLESO ANON ALL THE MATERIAL RE'KNED FROM TIE E]OCPVPi YAJ SHALT- BE SELECTIVELY STAKPILED IN AREAS WHERE A MINIMUM Cr EDDMET HILL, BE GENERATED AND WHERE OTHER DAMAGE WILL NOT R3 T ,ROM FEE FILED MATEPIAL, DRAINAGE WAYS SHA.LL'BE PROTECTED AT A!1 FIFES AND THE PICEMET GF MATERIAL IN ORAHAGE .5 FOR CONVENIENCE SHALL NOT BE AMIGWED,' SACKFILNG OPERATIONS SMALL BE PERFORMED IN SUCH A MNER THAT REMAN. TREES ARE NOT DAMAGED. 11 RNA, GRADNG AND SEE.: FINISH G DNG, TOPIECTUN4, 5EEDIN6 MINI SODDING GUALL BE PERFORMED AFTER THE CONSTRUCTION PHASE 15 COYIPLETE PERMANENT VEGETATION OF THE AREAS. -.:Al WAVE BEEN ISTURBED, SHALL BE RE-L':AENWSWED AS RAFtLY AS POSSIBLE, IF THE COMRETKN OF THE V}NSTRVCFIOI ACTIVITIES DD NDT fflCIDE WITH A SE SON IN WHICH PERMANENT VEGETATION CAN BE GENERATED: AN INTERIM OR TPIRRART FRO:RAI IS REAUREO THIS - - I INCLUDE SOIL CONDITIONERS AND ULCHING AS NECEYvART FOR SON, SIMILU IOU. IN ANY CASE, SETITET ANON ERPIW ACONTROLS SHALL BE INSTALLED PODIA AND THEIR MALIGNANCE AND I W AP PROJAt, THE APPROVED ERONIW CARRCL PLAN WILL BE M0.'IPM BY THE OWNER. AH:' STANDARD CONDITIONS, RELATING TO SOL ERDE NU AND SEDIMENT CONTROL ISSUED TO TIE CONTRACTOR AS A PART OF ANT.PEPMI75 SMALL BE AVAILABLE AT THE KB SITE AT ALL TIMES NOTES: 1. ALL SILT PENCE MATERIAL SHALL MEET OR EXCEED ASIA 0 6461 2, SILT FENCE SHALL BE CONSTRUCTED AND MANTaNED W ACCORDANCE WITH SECTION 6,62 OF THE NCOEO EROSION CONTROL PLANING AND DESIGN MANUAL SEE THIS SHEET FOR ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. ]. USE DOUBLE ROWS OF BOLT FENCE (64' APART) WHERE INDICATED ON PLANS. TEMPORARY SLT FENCE NOT TO SCALE . VICIINIoY� MAP j._.j ..� ALD D STONE "SECTON3 L G i I L7 W IAROWARE CLOTH OPENINGS) NC TEMPORARY MET PROTECTION NOT TO SC4E L. • PIPE rvY � n L_ L.APRON LENGTH ' It-•! W WIDTH W ._ 3 X PIPE IPE DIA. MIN. • APRON DEPTH F- PLAN. SLOPE O FLOW 10 N1. a 15 THE LENGTH OF FILTER FA6RIC RIPRAP APRON. 2. d - IS TIMES THE MAXIMUM STORE DIAMETER BUIT NOT LEss SECTION A -A THAN6' SIR ID OD (IN.) Lo ( W (F p . IN CLASS FE$ �1 24 12FT 1T) 6 12 B FES 110 t6 IZ E -12 9 R5 RIB tB 12'" 6 12 9 FES #16 2♦ 1 2 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL - FOUNDATION. W RAP OUTLET/M ET' PROTECTION NOT TO SCALP NEW STABILIZATION TIMEFRAMES SITE AREA DESCRIPTION STABNZAFC N 11MEFRAME EXCEPTIONS NDRa[,a va SKII N RAW ,R GAM") mWA I ^AI'FEW" ODES zlmO 11Lw kI ) OAn AMRUNP 2. 11.. NR IYON6 "LLNP W � M6.1TER w (�RAMSaOfl M:M Mw AT 14 Ms- Ivy ®T FY1 w761pw uR 1p tub MULCHING MATERIALS AND APPLICATION. RATES YATERAL I.. PER Aatq QUALITY ISNOTES S1BAW I-2 Ime vIN�cN RGI •♦Im ��em v mocYl. mu TEMPORARY SFF_DING RIP -RAP MARGIN SCHEDULE I MASS TYPE I A FrnM M' DEC I - APR 15 RK ((BRAIN) Q LESPEDEZA. KOBE 120 CBS. Q 50 1B6. 250 CBS. 10-ID-10 NA NA " L IS-AUG t5 GERMAN WILET 40'LEE. 750 LBS. 10-10-10 NA NA ML15-DEC ]0 RYE (GRAIN) Iz0 LEE. I IOW LEE. 10-10-10 NA Na PERMANENT SEEDING (MASS HYPE tOpD SEEDINGWMA, I I MAMIDINANDE pyRA 1pwa 1-S 1# 4a ISo .-AIFAfAW� ITDL'rv°PA�ry nl :I a 1n Mo-10-m - °ri m 1°"IA ,D.t�'Iv. fnRRaP - - Mn a1IA. A l� BBESWEBPT H FOR LEGEW tNTD - G'cPERAL NOTES ' REVISED LOT LAYOUT RAS '. L4m FDI COIST.tJCf!DN T/25/1'l B ISSUED FOR STERMEWIFA ER . EMN 0.1 AND CONTRACTER PRON. D/ID A MELTED FEW WATER ME ¢AIIt YTH PpYiTTWG BA REV DESCRIPTION REV By i DATE RENRoxS I APE FEAR., ENGINEERING - 151 Po-n RVESIi IX. BM4. NG.VM51 DEL (970) ffi V IGH, FAX PTO) 3AI'ISMS . v NCUK'ECIENvSEF I:weAI1:0,uYn - ALIBit TGIF: .AS. - .A.: - 1. SET 14 . 1PApW0: ' -.GRAYSON PARK PPASEI�I�C. AS/�EC�TION 3 D- . ULS 92o=oIC :