SW7111005_APPROVED PLANS_20111219

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_%
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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RAVI 08 ASSOCIATES (DATED 2/2/iij
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225 VARICK ST Fl. 7
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2. OWNDARY & COSTING IMPROVO4ENTS ARE BASED ON SURWY BY QIABLE &
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DATED 7/20/09. 081 ED IN ELECTRONIC FORMAT. FILE P0S0Dg­FAV-8-8-,O9-DM
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OWNER'S DRAINAGE CERTIFICATE STORMWATER DRAFINAGE IMPROVE3AENTS SHALL 9r INSTALLED .1 - t " �� ....... ­ ...... � ... 'i,,+ " ' / EX15 7 -IN6 f 20Nj 9 " � "I�,�,��,��,,��,.��,�.�-�.�..,.,t �
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AND MAINTAINED ACCORDING TO THESE PLANS AND .................. * ....... � � �-: .: - . . � � ....... .. :'� . :'�' , 1 41 � . I \ . ­ ­
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SPECIFICATIONS AND APPROVED BY CURRITUCK COUNTY. I :!!, . '-� ... � ....... %w '..%%. � ­'... ­ ��.� � ,.,.*.,.,.* . . . . . . . . . . I L
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1, OWNER/AGENT DO HEREBY CERTIFY THAT CURRfTUCK COUNtY AMMES NO RESPONS18111TY FOR THE ­ ..... ­11 ........ ­ � ......... �'." m4moamp ­.. � � � � ­ � � ..' \ \ - .
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I WILL DEVELOP THE PROPERTY IN ACCORDANCE WITH THE APPROVED PLANS DESIGN. MAINTENANCE OR THE GUARANTEED PERFORMANCE ��--� ''­' -�VT : �- � 1 "�4 +".%1.4 * *."' I 1�1.1.1.1 , , l.* I I I I I * * I " I , . " � ' -I F
rRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM II, �%%%%%* " I - I .
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SUCH DEVELOPMENT ARE NOT UNREASONABLY COLLECTED AND CHANNELED ­ ...... � ................. ­ " *' ..' ..... %
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11ES AT SUCH LOCATIONS OR AT SUCH VOLUMES '4I�� -. � .,., � '.. .*.'.'.*.. � * 1".l.l.l.% � -� "%%' %-:
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ONTO LOWER ADJACENT PROPER - . : .
AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES. IN ��.­ � " � ­.... � � � ­ ­ " � � .... v ........ � I ­ 4 ­ 1. ­ � � � ... -4 , ".. " �. ,-/ -'-­--, I
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ADDITION, THE DEVELOPMENT WILL BE CONSTRUCTED OR MAINTAINED SO THAT IT "F I - , :','­­ ....... ­­­­111 ... ­­­ ... ­ �-' I 11 " � %'...% , "
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WILL NOT UNREASONABLY IMPEDE THE NATURAL FLOW OF WATER FROM HIGHER 411-10410� 4 ER,, 3R. P.E. .11 kirl-SIN --�� . . . � . I ". 4 F,
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ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY UNREASONABLY '-�� .� " %%....%..%.. :. ­­ :.-.%%.:: ' ' " .' I zzz�� -- \ �r�-­+ � � , F,
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L ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTH THESE DRAVAi THE CURIMCK COUNTY WATER DEPARTMENT STANDARD SPFCFlCAlICNS AND DETAIM THE LATIEST - - - &_ - - - - - - - - - - - - ---- - - - - - , , , � , " - - - - - - - - -I- - 1, Q 0 �
EDISON Of THE NORTH CAROLINA IDEPARt7MENT OF TRANSIAORTATION (MCDOT) ROADWAY STANDARD DIIAMGS AMR SPECIFICATIONS. KAM GOVERNING PUBLIC WATER SYSTEMS - - � - - - - - 6 - - - - - - - , - - - - - I - -' - - 41 - - - � - I - - - - - - - - - - - - - I - - - - , I,-,,- � , I A - , I—, - - , I � - 1 4!i- - , - _. - - - A LEGEND * ZX z
(NCDENR PASS). AND NCM& DIVISION OF WATER WALITY. ALL WORK IN PUNIC RIGIff OF WAY SMALL BE PERFORMED IN ACCORDANCE WITH THE J.S, DEPARTMENT OF I , - - - - � - - - - - I - - - - - - � _q� � - - - - - - - I - I -q- - - � I I - - - - - - I - - I , - - - - � � - .1 - - I I U � 5: �!
TRANSPORTATION FEDERAL Hli ADMINISTRATION NOW AREA PROTECTION MANUAL THE CONTRACTOR SHALL MAINTAIN A COPY OF THE CONTRACT DRAWAIGS, PROJECT - - - - . - - - - - 4 - - - - .' � - � I I - I I - - - - - - - - - - - - - ­ �' - - - ,-VEP(EL14) , I ol Z W I
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MANUAL. AND THE LATEST E04P.r& OF THE SPECIFICATIONS AT THE PROJECT STE AT ALL TIMES BURRING CONSTRUCTION. I � - - - - - - ' - I- "T"z I , - -� - - ' lo� - - - - - � , - - - - _A� __ - - NAvD-as- A /" DMTNG ASPHALT PANUENT 0I
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V� 2. THE LOCATION, DIMENSIONS, A14D ELEVATION OF E)OSTING STRUCTURES. PIPING MST AVAILABLE DATA AM ARE APPROXIMATF , I- - - - - — 12o m- ':5 E ,N E
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A, AND U74jlnC$ SHINOI ARE SASED ON THE - ' I - __mVD as - - ' - - - - - ___� - -1 - _ - - - - - - - - - 0 0
3 & � 1411E COKIRACII)IR 94ALL VERIFY ALL 0 THE FIELD PRIOR - - - � - - _; - __ , ? to *
� - A - -� - A - - - - - - - t A ' - -'Il 421)7 ,,, -N,4
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F SANITARY & STOFAt SFAERS SHOWN AS E)OSTING ARE BASED ON DESIGN NFORMATION FOR LOIS 1. Z 4 ATA IN - IL Ex� �wiv� , . - - . - 1. ,,, �- - - �lm� �_M.Fzq _T7= � � I �_ - - - " - r.qjit �w F�p - ' -'- z * I
TO CONSTRUCTION TO HIS OWN SATISFACTION. THE DIAMETERS OF EXISTING PIPING ARE APPROOMAIE AND SMALL BE VERIFTED PRIOR TO PERFORW4 FINAL CONNECTIONS, it, momal -xmPxi4--- lm�r Y12i 'Wihm ollmillim � =iPi= 41 . t - ..=P - '___' - .�L�' �� �� �_ A� - 1� - _11101101 � 111111=� Immum � , "i _ T*(FL PROPOSED ASPHALT PAVEMENT 0 2 ;�
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1PIE CONTRACTOR SHAIL PERFORM ANY TEST PIT WORK OR PROVIDE LOCATION SERVICES AS REQUIRED TO AVOID CONFLICTS WITH EIRSTING UTUTIM I � 4� , P.", I �� - - - - - � � ; - - � .J­ I - - - - - - - 11 - - - - , . = rh z V) 0 A; ;
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r-1 GL PROVIDE A MINIMUM OF 18 INCHES CLEARANCE BETWEEN RPM AND FOOTINGS, STRUCTIERIESt AND OTHER PIPING LMLESS OTHERWISE INDICATED. A POSITIVE GRADE WOU. BE � I � - , I , " I I , I I - I I . - I - - - i, , , I r , , m 0>
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* MAJNTAIWO FOR THE VERTICAL AUGNMENT OF ALL WA70 AND SEWIM FORCEMAW PIPING TO ELIMINATE THE FORMATION OF OR eOCM]CTS. , _� Y, - .;mAAq .-p� , 6�. .A;* - ", .b.it , '�
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7 GATE VALVES AMR VALVE BO)fES: PROVIDE AN EXTENDED VALVE STEM WHERE DEPTH TO MR OF VALVE EXCEEDS 5 WET A I � I i i - , I - "" .1 - I � . , I . I 1 .6� , , I ..y I \� ' I - d� � ­ - r � - �A,f I� r
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& HORIZONTAL INSTANCE IS INDICATED FOR ALL PROEN) PIPE LENGTHS SHOWN ON THE DRAWINGS, REFLECT PIPT =413 T WAMRUME . AND ROSMAN ) � I - - - = - � � - III - - �7 - _ _ _ - - -19 _" I - - I - __�� - _�i'� I A, , I , t '' , ,,, � I - ' _ _ rl , - I I A �" �' '� � � , , ' - -_ - A I � - �
SO URM MPLETE AS INQUIRED TO MAN AIM 'I , , i 1I . I "Al", , \ I I I I , I I I � - - _�_ __ I - - - - - __ 1� I "� , - - - - - - A \ _ - . sl �' " - I _' 1'1� "� , I , _ - � �� M, - '_ - I � 1\ I 11 I , '� - � A �� I I - US R * PROPOSED FIRE HYDRANT I -
ALIGNMENTS SHOW THE CONTRACTOR SHALL PMVIDE ALL PIPE FITTINGS AS W FOR CO AM OPERASUE PIPE INSTAUAlli IO( � I 11 I � A . - - __ - - - '�_ - �J� - I ,I _ L � I - � I 1, k, / 'I I- - _" -, ih -:- - - - - , - - -
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9. CONTRACTOR SHALL PROVIDE ALL CONNECTING PIPES AND TRANSITION PIECES REQUIRED TO MAKE FINAL PIPING CONINE --) � I '� I - - 14 � � ' - , � -_ -- - - - - - - , __ : -
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SIGN AMID EN CONTROL PLANNING AND WIGN MANUAL ALL EROSION AND " , A, ' " , , A � I ) � " 'it j - ' - - I - 1, 1, - , , - 11 I w - - A I - � ..A' , - I z
a WGETATVE AND STRUCTURAL, EROSION AND SEDIMENT COMPROL DEMCES SHALL RE CONSTRUCTED AND MAINTAINED FOR ALL COSTUMED AREA I , .1 - - - � � - , I ­ - 1� �L ' - � - , ..."
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LOCAL PEQUlRFmENTS AM THE LATEST EDISON OF THE NORTH CAROLINA ERD I I [ , , , � .. , - . - - , ­ - .' - _ � , " , - - , " I , I I I ' . - I it I - I , - I - 1. ­� -- _'l
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AND PROVIDED 10-TH ERDSKIN CONTROI - , - -- - A .1, I I , ' - , I , I NV A , ��' " � \ - 70a'4�,55r,_2,�\- 'E . ( � � A � I , � I - 1
-4 MET PROTECTIONA AND 014M EROSION AND SEDIMENT CONTROL MEASURES SKALL BE INSTAUJM TO PREVENT THE MOVEMENT OF SEDIMENT I '_ '� '_ L-, I � _r_z.-'�" - - . _?_ � _� , � \' _ _ , \ _ , '"' 1, , , , , � "'7_ 11 - ' I I � , ' - �' - � -
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SEDIMENTATION CONTRO. "CES SHAM BE INSTALLED AS A FIRST STEP IN CONSTRUCTION AND SWORE OCCAVAMON SEGINS� SILT FV#M CULVERT INLET PRIOTECTICIN- L , � , � , , r - 4 - �' � - � /I I - - - - , -ku-- '� � � '� iz4 I * PROPOSED KNDS & TM I
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11, CONSTRUCTION Uldi SHALL IMMOX ALL DISTURBED AREAS ALL M ED DISTURBED AREAS SHALL BE I . , - _�' - A 1, 11 - - I A , - A � , L_ - - - W� , " , I - I
- DURING AM AT THE' � . .'� - � -A, ' I � , I I - � - -
WORK THE RIGHT OF WAY �/ A - �-� - , I I .1 � I I - - -_ I I I 1, " I , , , - , I - - I , I - -_ - I I I � , ....o' I - - - : I ,
� F ALL WORX SHALL BE PERFORMED WITHIN THE HCOOT RIGHT OF WA`T OUTSIDE OF WAY REQUIRE TEMPORARY CONSTRUCTION -�" � - - k" � - - - I I , , , , I '' I I , A - - - - - I
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EASEMENTS TO BE OBTAINED BY OTHUM I - - �.�" , , - - " , , � I 1, "I . I ��_' _16�' " , � �' , I , I I N I - - - - - - - 'L A � ..'.�_ " � _� - - 11 0 SANITARY SUa MANHOLE o. �
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M2L UNLESS OTH5RVASE NOTED, REMOVE AM DEPOSE OF ALL ITEMS 04DMWD TO BE DEMOI-ISHED OFF TIC OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE. NO . �_j . - �� , I , .- , � A I - � L � ..6�' \ - ' , �" , "A " , , \ " ' r' - - - - - - _n' " - 'r "_ - - -1 Ir , - . 1.
LOCAL REGULATIONS - - ) I � � , " - ". - . I I (I I\ , �' I �N� I I , - - � ._"' _� "-,* 'A , - I" , - jiti� - � , I .�� I , -1 ' _� I -SS-- PROPOSED SANITARY SEN�R A. .A,4
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13� THE CONTRACTOR SHALL BE FULLY LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED By HISMER CONSTRUCTION ArTTVTTIES. IKE ��l : �._ - � ""' 11 - ' ' ' �'I.:.�. ' ' ,� , -�' "L �...'r - _"-aa�� , �, � I ' I -, , I �'\' -, - - " -, - - - = - - - I I __ , I � ,,, - I ! 'PA.86 104#4
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CONTRACTOR SHALL REPLACE ALL DISTURBS) SURFACES IN KIND, mcLUDING PAVID�, STONE, DITCNESA MMU310)(ES, STOW CULVERISA DRIVEWAY . -1 - I - -.mr �- I Ar' , I � _� '!"h'�'_ ' ' �'. .� - ' , I � -.1. , L/� - ." , , 'A." I . � I ' _� - - I ..'.'� I - Am- I ..T� �
' CULVIERM EM - - - - I I '- - I - '� �' 'r A� A A IL _ - '� � ' l."r- ' I - . .L I I '.��_ . -11, ... I,- , I - ;;.;L . , _I � , 62, wm4rx PR-,f4pi_,mv. It 01431%
TRACTOR SHALL REPLACE ROADSIDE SHOUUMM DMOE% Fill SLOP5S/CUTS TO STABILIZED PRECONSIRUCMION CONDITIONS .- , � A, - �' - - I � . ..... �' , I "I �' - - , \ I ; � � � � , L - �', ';�.�`i I ,. Q..: " - _
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-W CON ROADSIDE LANIUSCAPING SHALL BE � � I I - - -, I __ � , , I � I � , � � _; PROPOSED SERER SER
P"IECIED AS MUCH AS POSME, CULVERTS SHALL HE BACITAILLED AMID PROPERLY COMPACTED PER KDOT SPECIFICABOK CULVERT ENDS SHALL BE itiRADED - , - I A - - - - - __,A' I �' .1 'r --:,I-- � ,I- -- I - - 1�� - _'� '4.� I '.�.� A I� ' I . � - , - 'et, . � , � �
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M POSITIVE DRUKAM WITH SLFIEDENT EROSION A14D SEDIMENT CONTROLS INSTALLED. PRIVATE ENTRANCE CULYTIM 94ALL BE MAINTAINED FOR POSITIVE ROADSIDE 11 I A I � - , ,L_ - - - '\ , i I � 1� I � � - - I - - I : - -, I , � i - �.
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ANY IMPACTED PRIVATE ENTRANCE CONCRETE APRONS SHAUL 13E REPLACED IN TWA CNRROEILY� , , ' I , - - - - -1 '. , " /� - - � \ - , , , I t - - '� ' I � - , , \ '!�! I I i I -i - __ - I ' __ ' - - I __ 2 0
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ANY DAMAGED PAVEMENT 94ALL BE REPAIRED TO MATCH IDISING. 1AAi COOPMENT WILL NOT BE ALLOWED - 1 I , �� I I - I � 1 4 � I � k � " - - , 1� - ' � - - - qll � 0 oto , , . � git" � ;d . d: Ei 0 Iii
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t0k TEE CONTRACTOR SHALL PROTECT ITIMSTING PAYED SURFACES� I I �_ I ,-- i . - - - , I � - -_ - - � � - I � -L . 0 D -
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WAY UONUMENTS DISIVROED DURING CON!�7RlJClKDN IRIALL BE REPLACED BY A LAW SURVEYOR LICENSED By THE STATE OF NORTH , A ;T" , I 7=4 ,�i �" i Mw(A' �' I I I - - I - �' � _ _ T,j r ' - 7 " _lg,, ��_ -0:1 '?
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UNSUITABLE SOIL 9JPPOPT FOR SUBSEQUENT GOTT5TRUC SPECIFIED SPEC� _ ." '�' - , L' I I - A I r_ I A, 8
& WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIRMIENT OPERATION AND � '�'� '� -
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17. SUBSURFACE DRAINAGE, COMSIDE.R STE SURFACE AND SUBSURFACE CONDITION& AVAILABLE SCELI AM HYDROLOGICAL DATAA REk40VE WATER DY BENCHING, � . I 4'�'U�jL' I , , , '� " , � - I - vlt ! - A , , A 'f , , - - - - I � - - , " I , - .- , '. - - - I -1 - I ,L I PRIOR TO CONS7RUCTM. � t�o 0--oo
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OR DINER METHODS TO PREVENT SOFTENING OF SURFACES EXP BY EXCAVAPON. USE FILTERS ON OM70WO DPW= TO PREVENT AMOVAL OF FR40 FROM SOO. + '�� I I - " � '_ I � . I C: A�v 1'1�$�Ilr'lcf" �4 � - - I � I I � � - I I , � _� L� , , , IF A DISCREPANCY . - '_ "� � 9 M
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PROVIDE EROSON CONTROL AT OUTLET ON PP414 , � - - IS F WOIRK MAY CONTINUE UPON ENGINEERS -, ,,
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19. MAINTAIN TRAFFIC TO ALL PROPERTIES At ALL TIME DURSING CONSTRUCTION ACTMTW-I. WHENEVER ODNSFRUCINN S IN OR ADJACENT TO NCDO7 STREETS. IKE C0N7RArmR I . 1. - �' I I I I I , - - I I I � I I - , - A � - I � _. , , %, , I , - I � � , - . .�I.l 4 ' L 4 Nl� � I -
VICES AS DIRECTED BY THE OWNER'S REPRESENTATIVIE- ALL AND TRAFFIC CONTROL SHALL COWOft TO THE I I I - - - � \ I I " / l_ , A - r I " -, L I I '� - I '__ "' I '­..' �
SHALL PROVIDE SIGNS. DRUMS. AND TRAFFIC OONIROL DE I I - " - - I A., � �0_ A , / I I � � I \ � I ,� - " " '_ A - / , ' - 4- - I � , I - / - I � \ " \ . � 11 ..... -. ______.x_ , .
CURRENT MANUAL Of UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) FOR STREFTS AND HIGHWAYS AS PUBUSHER BY THE U.S DEPT, OF TRANSPORTATION. FEDERAL H"WAY I � 'I , - , I I � 11 I I 11, I I ' I I 'I, \ _�"- , '� - I I \�' '�_ / , -T - , -1 � - -, I ' I -
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11119�_

I
SOIL EROSION & SEMOMMN CQM= PI" Avom,
SOIL EROSION 9E SEDIMENT CONTROL PLAN NOTES;
. a) AREA TO BE DISTURBED: ±170,667 sqJL - ±3.92 aI
b.) PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. IF SAID ACTIVITIES OCCUR
OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (AFIR. I- SEP.30)THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS
SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT
VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIRCATIONS (SEE PERM. & TEMP, SEEDING
SPEC*S ON THIS SHEET.
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION ANY LOCATION ON THE
PROJECT SITE. ADDITIONAL SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL ON THIS SHEET.
d) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED As NECESSARY UNTL PERMANENT
CONTROLS ARE ESTABLI
ON
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG ANDI ROUGH STAKE WORK LIMITS.
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST
ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE DEMOLITION AND CLEARING & GRUBBING PROCEDURES.
6) GRADE SITE ACCORDING TO PLAN
7) ALL EROSION & SEDIMENTAMN C014TROL PRACTICES WILL BE INSPECTED WEEXLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED
REPAARS WILL BE MADE IMMEDIATELY.
1419TES;
1. OSINER: NATIONAL AUDUBON SOCIETY
ZZ5 VARICK ST. R- 7
MEN YQI NY 10014-43"
Z DEVELOPER, PTMEE 19-AND RESERIAE. U-C
O/O
PO Ur7WT*
KILL DICIAL HILI-Si NO 27M
3, PROPERTY IDENTIFICA7101I TAX MAP 128 PARCEL IF
F4"128000001FODGD
Ai RECORDED REFERENCE- P.Q Li SL 159
5� ZONE' LIAM BUSNESS--HOIEL (LBH)
6. PROPOSED USE- SINGLE FAMILY RESIDENTIAL
7� PARCEL AREAL 370,G44 9I (TO UJ-LWI - B.49 lKrtIot (DUCT 9)
M052 f4ft. (TO ELSI - 6.51 �
6, SETBACK$-- aLw=
FRONT w
SIDE (RORTH�. IV
SIOE (SOUTH): IV
REAR: 2V
9� BOUNDARY & EXISIING IMPROMEMENTI5 ARE BASED ON SURWY BY QQOX &
ASSo0ATfS (DATED 2/2/ii)�
10. TOPOGRAPHIC INFORMATION BASED ON INFORMATION PROADED BY Moms SL�AHG
, SERMCES ANO PRODUCED BY LANDMARK ENGINEERII (BASED ON MAW 88 DATUM)
, DATED 7/20/00. OBT.AINED IN UZCTRMC FORMAT. FILE POSOOO-Bols!Z-8-8-09I
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S—mmrssfoN NOl I
P07112
DESIGNED BY
— OTHRyND
DRAWN BY
- TAS —
CHECKED Or
DAD/MWS
UE DATE
1% 81g511 I
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BASIN
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
YMEN THE DEPTH REACHES:
1
4.5'
5.0'
PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST WITH STAINLESS STEEL
THREADED FASTENERS - ELEVATIONS SHOIN ON
GRADE S71CK SHALL BE BASED ON TRUE
ELEVATIONS FROM MEAN SEA LEVEL. LABEL
ELEVATIONS AT 1' INCREMENTS
CONCRETE
BASE
1' 6 BE PLACEDI
I NO EACH BASIN
DEPTH BENCHMARK
N.T.S.
APPROX DRAIN AREA=116.72 SO IN
APPROX WEIGHT WITH FRAME = 66.50 LBS
1.25
022.13
3 PIECES REINFORCED RUBBER
4" MULCH. DO NOT LEAVE SOIL
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WIRE FROM ROOT BALL.
SOIL BACKFILL ---�
BALLS GREATER THAN 2' DIA.
SHALL SIT ON MOUND OF UN-
DISTURBED SOIL TO PREVENT
SETTLING
ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE
3130VERONAAVE
GRATE MEETS H-20 LOAD RATING
BHN (TIO fMZU48
PHN V70)BJZ•Mtl
MATERIALS SHALL FORM
r saSI
WITHA ATMAAINGRADE7T150-05
PAINTQUAL' CASTINGS AREFURNISHEDTY:
yl' �
LOOKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO
7001-110-029
NYLOPLAST 18" GRATE ASSEMBLY
N.T.S.
(3) NO. 12 GAUGE GALVANIZED WIRE
POSITIONED AT 120 DEGREES
AROUND THE TREE
3-2x2x3' TREATED STAKE
-HOLE DIAMETER FOR BALL SHALL BE
TWICE BALL DIAMETER
TREE PLANTING DETAIL
N.T.S.
3- SF9.5A (1.5- TO BE APPLIED WITH INITIAL CONSTRUCTION,
1.5' TO BE APPLIED AFTER CONSTRUCTION OF HOMES)
SLOPE (SEE PLAN)
NYLOPLAST TURF TRAFFIC INSTALLATION
12"- 30" DRAIN BASIN
FRAME & GRATErOLID COVER
TOPSOIL 1
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
12" - 30" INLINE DRAIN
8' MIN THICKNESS GUIDELINE
TRAFFICLOADS: CONCRETE SLAB DIMENSIONS
ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL
CONCRETE SLAB MIST BE DESIGNED TAKING INTO
CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
4- MN ON 8'.24'
W MIN ON 30'
IT MIN WIDTH
GUIDELINE
BOTTOM FLANGE OF
CASTING MUST BE
SUPPORTED BY
CONCRETE COLLAR
L THE BACKFILL MATERIAL SMALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL
STANDARDS SITE ENGINEER, BEDDING& RACIDILL FOR SURFACE
DRAINAGE INLETS SHALL BE PLACED COMPACTED UNMRM.Y IN 41x YEB AW
ACCORDANCE WITH ASTM D2321. BLARED"• ll 1
Pxx O+mi{M
1. GRATESWVERS SHALL MEET K20 LOAD RATING FOR j�1 t FAI (TxI tlL:IfO
3D'PEDESTRIAN &12-3T STANDARD &SOLID •v `• wxnylepxmuAmn
NYLOPLAST 12"-30" DRAINAGE o BASIN
N.T.S.
,- -
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t-_
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18' NYLOPLAST BASIN
13"
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W/LGAD BEARING GRATE
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W/LGAD BEARING GRATE
-
W/LOAD BEARING GRATE
RIM-6.50'
15'INV.-4.15'
RIM-6.50'
RIM-8.57
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3• PREPARED, GRADED k COMPACTED SUBGRADES \\\JJJ 3- SF9.5A (1.5- TO BE APPLIED WITH INRVIL CONSTRUCTION, N.C. POWER CONDUIT
1.5' TO BE APPLIED AFTER CONSTRUCTION OF HOMES) SON 40 P.V.C. (SEE
6' AGGREGATE BASE COURSE PLAN FOR LOCATION)
FURNISHED AND LOGITED
BY N.C. POWER
SUBDIVISION ROAD CROSS SECTION
N.T.S.
1. CONTRACTOR TO INSURE THAT WATERMAIN IS INSTALLED
SO AS TO MAINTAIN LEAST 36" COVER FROM FINISH GRADE
OF SIDE SLOPES & SWALES. WATERLINE TO BE INSTALLED
3' BEHIND BACK OF CURB OR CONCRETE SIDEWALK,
WHICHEVER IS GREATER
2. CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL
RECOMMENDATIONS FOR CONSTRUCTION OF ROADWAYS
DEPICTED ON THESE PLANS
TYPICAL INFILTRATION SWALE
N.T.S.
SWALE TO BE SEEDED
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFlCATIONi
SWALE INVERT O 1.C' BELOW EX GRADE
g.> MPX.
TYPICAL PROPERTY LINE SWALE
N.T.S.
EXISTING GRADE
),I./7 -. .......... .
IS' NYLOPLAST BASIN
N/LOAD BEARING GRATE UA.� `p 18' NYLOPLAST BASIN ` .........
HIM-6.50' 18' NYLOPLAST BASIN p W/LOAD �ABINC GRATE ' , ° 1.........
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15'INV.-4.15' F- 1S1NV.-4.15 V - I....................I
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COMMISSION NO.
P07112
DESIGNED BY
OTHRS DAD
DRAWN BY
TAS
CHECKED BY
DAD MWS
ISSUE DATE
8 25 11
SHEET NO.
6
OF 9 SHEETS

EAST JEAN IRON WORKS,
4MHO.E FRAME AND COVc'T. - .-..�
W/ SANITARY SETIER
IM UNTED ON THE M
MINIMUM AVERAGE WEIGHTS
RHO
130 L
�vER
135 L
TOTAL
.515 L
4
2-
TYPICAL MANHOLE RING & COVER DETAILS
WIS
NOT RELEASED FOR
CONSTRUCTION
ALT. FLAT TOP
N.T,S..
MANHOLE FRAME AND COVER
EAST JORDAN IRON WORKS MODEL V-2SB4
WITH sAMLARY SEWW #VRvMlED ON UD
TYPE N MASONRY —RING CASKET
.O LAN. TCONCRETE HICK CRINGS
• • t#N0E
6r 2r B"
A
CA
Y
Ni IffiE BUM RESIN .5I MANT
a:- : a
ra t n
SECTION B '
MANHOLE BENCH MD CHANNEL.
BASE
OZIF7N�fl BASE SUiB�°y ( "•"'••�'•
(II'P ALL MANNKXES)
S• GRAVEL
SECTION A
STANDARD PRECAST CONCRETE MANHOLE
N,T.S.
FLOW
FROM BUILDING
' W(E & 1/8 REDUCING BEND
AS REQUIRED
SEWER MAJN
PLAN
RO`ATE WYE SO THAT AIR IS NOT
TRAPPED AT TOP OF FITTING
FLOW
FROM BUILDING
MINIMUM SLOPE
SEWER MAIN ('^1/9 RFND (45 j
EXTENSION PIECE (WHERE ALLOWED)
34`
. PIPE SIZE MN. SLOPE
4•' 1.00%
6- .60%
SECTION
SERVICE CONNECTION
N.T.S.
PVC SCREW CAP
GROUND ELEVATION
INSTALL IN ACCORDANCE
WITH CLEANOUT CETAIL --'i -.
45 PVC BEND 4` OR 6" PVC EXTENSION PIECE TO
RAISE SCREW CAP B' ABOVE
4" OR 6* WYE--� \ GRADE
TO SEWN \\ 4" OR 6
ER MAI" PVC SECTION
4" PVC O 1:OD% MIN. OR
6•r PVC b 0.60% MIN. � 4" OR 6` PVC PLUG FOR
FUTURE HOOKUP
(SEE SERVICE CONNECTION DETAIL) CONTRACTOR TO INSTALL PROPER PTTTING
FOR ATTACHMENT OF PVC PIPE FROM BUILDING
SECTION A
A PVC SCREW GP A
TO SEWER MAIN
4" OR 6 =WYE-)
PLAN VIEW
SINGLE SERVICE LATERAL CONNECTION
N.T.S.
��\ J
e
1 _ 1. ae r
"-PVC PIPE LENGTH
\\ AND SIZE TO SILT
45' BEND
—LENGTH & SIZE TO SUIT
TYPICAL SEWER CLEAN -OUT
WT.S.
KNOCK HOLE IN WALL
AT REQUIRED LOCATION
�d
MANHOLE
WALL
IN FIELD PIPE OPENINGS
N.T.S.
NOTES:
1, THIS APPLIES TO ALL PIPES 6" DIAMETER OR LESS UNLESS
OTHERWISE SPECIFIED,
2. CLOSE WITH NON -SHRINK GROUT AFAR PIPE INSTALLATION.
TANS UP
CLAMP
(STAINLESS STEEL)
3
T,
SiEEVE
c>
COO SM
TANK WALL
BOOTED
PIPE QPENINGS
hKam
N.T.S
1.
RPE TO IAANNOLE CONVECTION TO CONFORM
TO LATEST ASiM C-4,'S SPEOWICAnON.
2.
PS% nEXIME BOOT CONNECTOR TO CONFOIN
TO LATEST AMU C-M SPEOW CATKXN.
I
BOOT CONNECTOR IS MANUFACTURED BY TPE
PRESS SEAL.. GASKET CORP. FORT WAYN E, N.
4,
SEE MANUFAMRES LITERATURE FOR FURTHER
ENFORMAIRM AND OETAll-
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COMMISSION NO. --.-.
P07112
OEsCNEO BY
OTHRS DAD
DRAWN BY
TAS
CHECKED BY
DAD MWS
6511E GTE
8 25 ti
7
9 SHEETS
• - - -
I
1 i i rI i ri i , i r yI! M,

NOMINAL
SLEEVE O.D. RANGE
CATALOG NUMBER
PIPE SIZE
(INCHES)
SLEEVE BRANCH
BY
APPROX.
NUMBER SIZE
WWT
-
4"
AO
W_wow
YRA
of
4'70-sew
X
Y r1a.
tas
0.10 - 0.56
sar - aa0
b
a - 7.•0
so_ rao
r nA
S.
7m
PIT -
X
FI
ijo
Orr L
r,r• a 4.30
-
sm
am -
Wssr
11"
m i �
x
no.
B"
IL,63
-
r ns..
9.211 - sm
SIT - ryes
r HA
r.•• - t•.3a
SR - 1430
1 D "
1a13 - 1t,13
11A• - tfm
sw - 1M3
3st - 114a
X
Y KA
0!}
19.r• - 13.1•
!at - ILI•
Y na
16' t1l.
a"
te,rS x iS,
_ tr..•a
leer
12"
0T - i3 Fa
x
14M - 1in
_
x x• - 14,3•
149•
SY PIA
1
14"
134• -tee§
x
Y FUL
1
l a3• - lar4
s41 » I6=
3sT - teas
Y na.
ft
�
1
17,10 -
SST-- M"
I�p.
3m
1rAa - 1744
Mall
M-an
k' K&
16"
47 - Y
- 1-
•L1
x
Y FIRL
1r
tarn - lase
set - ism
Lim - 10"
sw - 10.ra
t2' El0. -.
Ir'
t4.w - 1Ii30
.. 10:Sa
'tee.
x
•Yx
1 B"
- ]..
OP
t.1
z m - xlae
ssr - slwa
Y Rye.
is
r
i nnA6
Y nR
21m-U70
ow -Wo
��
1
-. -24"
.
13Ao YA30
•st _ Sam
X
Y flA4
"Alla.um
say ».•oniL
ODti11Si0N
VALVE SIZE
4
6
101
12
A
-13-3
1b-3 4 2G-3 ib_-24-1
8
27-1
9 +.2R-=.43t
C *.016
4.964
.136
6.984 6564
-_ .250 .250
1Me"
.YSO
12.084
.250
--..-D FLANGED END
4-1 2
5-1 4 S-S 4
6-1 2
7`
EI9j
5-5 6
-2-1
6 8-7/8
7-3 b
b-5 T 6
IF
2
2-1/2 '.... 2-1
2-1 2
2-1 2
. OF iNIIS TO OPEN
13
19 20
32
36
MAx. CUTTER
3-3.4
5-3 4 '.. 7-•3 4
9-3 4
ti-3 4_.
•
•
,a a _..
I�
t -
I
t: -
es,�a;
', •tt:. l ems"
N.T.S.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED ARI
4" SCH40 PVC PIPE tz'
FROM OPERATING NUT'" CON(
TO 4"-�-6" BELOW CAP 4'
4"
SOIL TO WITHIN
2" OF TOP RING
NOTE: GATE VALVE
CAST" IRON BODY -BRONZE
MOUNTED, RESILIENT WEDGE
NON -RISING STEM TYPE,
NUT OPERATED, WITH
2" SQUARE OPERATING
NUT. ENDS SHALL BE
MECHANICAL JOINT. 4\r
WATER MAIN
`ROMAC" GRIP
RINGS ON EACH
FITTING
CONTRACTOR TO COORDINATE WITH GURRITUCK
COUNTY PUBLIC UTILITIES DIRECTOR FOR ALL
WATERLINE INSTALLATION REQUIREMENTS
STANDARD MJ GASKET
GLAND
DUCTILE IRON GRIPRING _- fi_BOLT
SPECIAL MJ GLAND
r MJ BELL
GRIP HIND PIPE
GASKET
DUCTILE IRON AND C-900
ACCESSORY PACK GLAND, GRIPRING, GASKET, BOLTS, AND NUTS
11 GLAND AND GRIPRING ONLY
NOM. PIPE SIZE
CATALOG NUMBER
BOLTS
WEIGHT
NOM. PIPE SIZE
CATALOG NUMBER
WEIGHT
4"
4" GRAD -DI
4: 3 4"x3 1 2"
8#
4"
4" GR-DI
4
6"
6" CRAP -DI
6: 3 4"x4"
11
6"
6" GR-DI
6
8"
8" GRAP-D1
6: 3 4"x4"
14
8"
8" GR-DI
9
10"
10" GRAP-DI
8: 3 4"x4"
is#
10"
10" GR-DI
12
12"
12" GRAP-DI
8: 3 4"x4"
201
12"
12" G-DI
1
PVC -IRON PIPE SIZE IPS
ACCESSORY PACK GLAND, RING, GASKET, BOLTS, AND NUTS
GLAND AND GRIPRING ONLY
NCM. PIPE SIZE
CATALOG NUMBER
BOLTS
WEIGHT
NOM. PIPE SIZE
CATALOG NUMBER
WEIGHT
4"
4" GRAP-DI
4: 3 4"x3 1 2"
8#
4"
4" GR-DI
4
6"
fiat GRAP-DI
6: 3 4"x4"
11
6"
6" GR-DI
6
8"
8" GRAP-DI
6: 3 4"x4"
14
8"
8" GR-DI
8
10"
10" GRAP-DI
8: 3 4"x4"
18#
10"
10" GR-DI
11
12"
12" GRAP-DI
8: 3 4"x4"
20
12"
12" GR-DI
13
NOTE:
VALVES SHALL BE AMERICAN DARLING, MUELLER
"Oat RING, OR M & H OR EQUAL AS APPROVED
BY ENGINEER
VALVE BOX SHALL BE
DEWEY BROTHER, INC.
NEENAH FOUNDARY CO.,
OR EAST JORDAN IRON WORKS
�YVALVE BOX TO BE SET SUCH
THAT IT WILL NOT TRANSMIT
LOAD TO WATER MAIN
ADD THRUST BLOCK
AS SHOWN IN DETAIL X
TYPICAL VALVE QETAIL
GATE VALVES SHALL COMPLY IN ALL RESPECTS WITH AWWA
STANDARD C-500. LATEST REVISION
WORKING
LB. PER
PRESSURE
SQ. INCH
SIZE OF VALVE
REQUIRING ANCHORAGE
50 -
100
12 INCH AND UP
101 -
150
8 INCH AND UP
151 -
200
ALL SIZES
MINIMUM COVER FOR GATE VALVES
SIZE VALVE
MINIMUM COVERS
p6"
4i" -.
36"
San
10"
43"
12"
46"
TTHRU�S'i *CCOW
CCATER
GATE
Ol1i1R�
�TAR
t1t E TIE RODE) --
11Tr EAt�4! Si
NS
VAL1*E & BOX
Mec+aNtcAL
DowCRErE
THRUST 6Loac
atxwr
nln
�
WATER MNN
WATER MAM
'
-
WATERMWN
ANCWR RING 12
l
/
in UST
WISE DIRECTED
ECHER_
ALL ANNTS TO BE MECHANICAL JWNTS
WATERLINE
PLUG DETAIL
N.T.S.
PIPE SIZE
Ft' WO
L
N FT.
T FT.
6
TEE OR BLOCK
2.0
20
t.0
6
90
310
2.0
1,5 - -
6
48
7.0
1.5
1.0
6
221
1,5
1.0
6
BEE OR SACK
3.0
6
90
4 0
2-5
10 -
6
a
45
221 2
2.5
20
2.0
1.5
14
1-11
12
TEE OR BLOCK
4.0
4.0
2.0
12
1
4.5
2-5
12
45
4,0
3.0
12--
221
3.0
120
1.5
NOTE,
TAG TAME BASED ON WATER PRESSURE 50
SOL BM 115M #/SO. FT- TO 2000 ;/SO� FT. P9 '.,..
31Kr3 P9 CONCRETE
„ IS "IGHT •11r
T r �FDICULAR TO NEW
1! 1 • 1 "1410=
OF
PFE Sff
ROD SIZE
4' THRU 6'
004
fir rwu IV
1006
12' THAD lir.
jb-..... - -.
1 4� i ii hl
1
UNINSTURBE
__..,.
FOR ALL BENDS PLUGS 1!t CAPS
",kiwao- to
CONSTRUCTION
y- ,e
.n
q.
r
e
II
_._
f
'
, e 9:
-, , • i- r w
ML'tALl_lC LOCAING TAPES
TERRA -TAPE OR
APPROMM EQUAL,
HIDE AM ENRIED 12-
BELOW FROS WU OkADE
WAT IRAL SO4.-i '
a►
• U :I' rm
e • e
r
a •. a
• «
'1 • �I�r� i�lll•,., ,,,
r
r r s
, 4
e
vs •
TYPICAL FIRE HYDRANT ASSEMBLY
FIRE HYDRANT SHALL COMPLY IN ALL RESPECTS WITH AWWA
STANDARD C-502, LATEST REVISION
NOTES:
1. HYDRANT SHALL HAVE A MINIMUM 24' COVER AT A DITCH OR SWALE
2. FIRE HYDRANT SHALL BE INSTALLED WITH NOZZLE LOCKS.
3. GRIP RINGS CAN BE SUBSTITUTED AS AN ALTERNATIVE FOR TIE RODS
4. ALL JOINTS SHALL BE MECHANICAL JOINTS
5. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE
6, INSTALL REFLECTIVE HYDRANT MARKER, STIMPSONITE MODE 86AB.
TWO-WAY BLUE REFLECTOR IN CENTERLINE OF PAVEMENT PERPENDICULAR
TO HYDRANT LOCATION USING E-BOND EPDXY ADHESIVE 1240/1241 PER
MANUFACTURES SPECHCATIONS.
�I
4
CI
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CDA�SSKN4 ND.
P0T112
DESIGNED By -.
OTNRs DAD
3z'kvww By
TAS
CHECKED BY
DAD MWS
ISSUE DATE
8 25 11
SHEET NO-
8
OF 9 SHEETS

TaPORARY SEDIMENT POOL WIN STRENGTH SYNTHETIC
FILTER #'ASP1C(TYP)
NCDOT STANDARD #57 WIRE SCREEN G'
WASHED STONE 8"X8"X18' CMU SFq
DEWATERING
1' MIN
2 MAX ■
"IM—Altlitny # .'•g" "ra
STORM DRAINAGE
I
STRUCTURE W/GRATE y
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, (LATEST EDITION) SECTION 5.52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET,
PERMANENT
VEGETATION
SEPT 30
SEEDING DATES: APRIL 1-
SEED MIXTURE
APPLK:ATTON RATES/ACRE
BAHIA
50 LBS.
COMMA BERMUDA
50 LBS.
(UNHULLED)
GERMAN MILLET
15 LOS.
FESCUE
20 LOS.
EIRT1,17ER
28-13--13 0 500 LB/ACRE
MULClt
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
CONSTRUCTION
TEMPORARY E. Q.
ISEEDING D• OCT.
177! MIXTURE APPLICATIONRATES/ACRE
..
M
APPLY 4,GDO LS/ACRE STRAK ANCHOR STRAW BY TACKING WITH ASPHALT,
NEFTING, OR A MULCH ANCHORING TOOL A DISK WITH BLAOM SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL,
— FERTIUZER RATES SHOWN ARE GENERAL RECOMMENDATIONS: FREQUENCY AND AMOUNT OF FERI UZATION CAN BEST BE DETERM94M THROWN SITE SPECIM SOIL TESTING.
i
•RY sTAauzAT*N AND EROSION CONTROL 1 'U. A COMPLETE VEGUATIVE COVER. 7' SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND pAFIDLY AND.
IF LU-7 UNATTENDED, CAN ALLOW SERIOUS SOL LOSS FROM AN OTHERWISE STABLE SURFACE A SINGLE HEAVY RAN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS. AND THE LONGER REPAIRS ARE DELAYED. THE MORE COSTLY THEY BECOME, PROMPT ACTION WILL I(EIEP SEDIMENT LOSS AND REPAIR COST DOWNL NLv
SEEDUNGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. # GULUES DEVELOP. THEY MUST BE FILL71 IRE —SEEDED.
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS IrI BEYOND THE SEEDING PHASE,COMPLETIONis a1
WEW OR DAMAGED SPOTS MUST BE REUMEDj FERTILIZER MULCHED. AND RESEEDED AS PROMPTLY AS POSSIBLE REFERTILIZARON M04Y BE NEEDED TO MAINTAIN
PRODUCTI'VE STANDS.
SFECIFICATIONS
1--EXTEND FILTER FABRIC TO
LNNE TRENCH (ALL SIDES)
COMPACTED FILL TRENCH
(4e WIDE x8'DEEP )
SILT FENCE DETAIL
N.T.S
„Cv STB'VE
GRAVEL CONSTRUCTION
ENT,RANCEf EXIT' DETAIL
N.T.S
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�COMMISSION NO,.
P07112
DESIGNED SY dry'{ p�+ `�{
V 1 HRS DAD
DRAWN BY
TAS
DIECKED BY -.....
DAD? MWS
ISSUE'.. BATE
25 11
14)u