SW7020216_APPROVED PLANS_20060523

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7U��
DOC TYPE
❑ CURRENT PERMIT
RDAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMM D D

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1. PROPERTY OWNER: STATE OF NORTH CAROLINA
LEASES: COUNTY OF CURRITUCK
PO BOX 38
CURRM. CK, NC 27929
2. PROPERTY IDENTIFICA110N: TAX MAP 52 PARCEL 13D
3. RECORDED REFERENCE: D.B. 1, PC. 1, 36 Sc 76
4. ZONE: AGRICULTURE (4)
{I\ \ 5. PROPOSED USE: 7.400 - CORRECTIONAL FACILITY
I \ 6. PARCEL AREA: 451,518 sq.ft. - 10.37 acres
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EX1S7KG ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
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EX. 1 ON0. MONUMENT
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EX. SANTAYR Sn" MAN14OLE
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EX. FIRE HYDRANT
PROPOSED D.J.
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PRflPOSM STORM PIPE
PROPO RIP —RAP
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PROPOSED SAMTARY SillM MAC
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CALL TOLL FREE
-632-49"
7RTH CAROLINA
ONE CALL
Ult:
THE DATA GWEN ON THESE PLANS IS KLIEM
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTS IS E
FOR VERIFYING ALL BLS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPAI4CY
IS FOUND, WORK SHALL CEASE AND THE ENG#4"R
NOTII_t�EO_- WOW NAY CONTINUE UPON EIS
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
i inch - 40 ft.
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NOTES:
PROPERTY OWNER: STATE OF NORTH CAROLINA
1
LEASES: COUNTY OF CURRITUCK
PO BOX 38
CURRITUCK, NC 27929
2.
PROPERTY IDENTIFICATION: TAX MAP 52 PARCEL 13D
3.
RECORDED REFERENCE: D.B. 1, PG. 1, 36 & 76
4.
ZONE: AGRICULTURE (A)
5.
PROPOSED USE: 7.400 — CORRECTIONAL FACILITY
6.
PARCEL AREA: 451,518 sq.ft. -- 10.37 acres
7.
LOT COVERAGE: ULSTINQ PROPOSE
TOTAL
BUILDINGS 28,714 sq.ft. 4,403 sq.ft.
33,117 sq.ft.
ASPHALT 33,615 sq.ft. 13,737 sq.ft.
47,352 sq.ft.
CONCRETE 10,353 sq.ft. 1,313 sq.ft.
GRAVEL 1,780 12,837
11,666 sq.ft.
14,617
sq.fL „sojt,
TOTAL 74,462 sq.ft. 32,290 sq.ft.
sq.ft.
106,752 sq.ft.
TOTAL LOT COVERAGE - 106,752 sq.ft. - 23.64%
B.
SETBACKS: REQUIRED PROVIDED
FRONT: 20' 104.20'
SIDE (NORTH): 15, 289.80'
DOTES CONTINUED:
11. FLOOD ZONE: X
12. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF A 4,403 sq.ft. KITCHEN
ADDITION TO THE EXISTING LAW ENFORCEMENT CENTER WITH ASSOCIATED PARKING, DRAINAGE,
WATER AND SEPTIC IMPROVEMENTS.
14. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
15. STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS "LL BE COLLECTED IN A SWALE/CU.LVERT
SYSTEM AND CONVEYED TO A PROPOSED BASIN LOCATED AT THE SOUTH SIDE OF THE PROPERTY.
16. THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT IMPROVEMENTS
ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF SEDIMENT CONTROL MEASURES, WASTEWATER
SYSTEM, BUILDING DESIGN, ETC, SEE APPROPRIATE SEPARATE PLANS.
17. BUFFERYARDS: REQUIRED PROyIp,fa
WEST TYPE "C" TYPE "C"
18. SHADE TREE CALCULATION:
VEHICULAR ACCOMMODATION AREA:
PROPOSED = 27,147 sq.ft. (INCLUDES SIDEWALKS)
SHADING REQ'D: 27,147 sq.ft. x 0.2 - 5,430 sq.ft.
SHADE TREES PROVIDED: 6 LARGE INTERIOR TREES (4,242 sq.ft.)
1 LARGE PERIMETER TREE ( 354 sq.ft.)
2 SMALL INTERIOR TRESS { 628 sq.ft.)
2 SMALL PERIMETER TREES f 3- , W
TOTAL SHADING PROVIDED 5 538 ft
SIDE (SOUTH): 15' 583.54' a , SHADE TREES ALONG PAVEMENT EDGE TO 8E PLANTED 3'6" BEHIND EDGE OF PAVEMENT
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LEGEND
EXISTM MALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
\ BO AND TOPOGRAPHIC INF 0 OWN ON THIS PLAN ARE BA ED ON A
\ PROPOSED COWMT£ PAVEMENTSURVEY BY WILLIAM T. ROBBINS P.L.S., SURVEYED 8/5/04. ADDITIONAL TOPOGRAPHIC ..'
1 DATA SPECIFIC TO THE PROPOSED SITE WORK AREA, BASED ON SURVEY BY QUIBLE & * SMALL / SCREEN TREE SPECIES MAY BE SUBSTITUTED WITH THE SPECIES IDENTIFIED IN
ASSOCIATES, P.C., DATED 10/13/05. APPENDIX E-10, E-11, OR E-12 OF THE CURRITUCK COUNTY UNIFIED DEVELOPMENT ORDINANCE Ip EX. CONC. MOtIUiItE�IT
\ UMTH COUNTY APPROVAL.
SHADE TREE SPECIES MAY BE SUBSTITUTED WITH THE SPECIES IDENTIFIED IN OO
APPENDIX E-12 OF THE CURRITUCK COUNTY UNIFIED DEVELOPMENT ORDINANCE
WITH COUNTY APPRDVAL.
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PROPOSED
€ k STOR41WATER
•------------ — — — — - — — — — — — -- - — -- -- "^
REAR: 25' 287.43'
/ \ 9. PARKING REQUIREMENTS: (PARKING CALCULATION IS SPECIFIC TO PROPOSED ADDITION)
7.400 — CORRECTIONAL FACILITY
REQUIRED:1 space/200 sq.ft. x 4,403 sq.ft. = 22 spaces
PROVIDED:34 spaces
ADA SPACES REQUIRED: 2 spaces
/ \ \ ADA SPACES PROVIDED: 2 spaces
\ 10 UNDAFMY ORMA M N SH S
SYMBOL
QUANITY
COMMON NAME
4
FLOWERING DOGWOOD*
7
RED MAPLE**
AV* Ala
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CONTRACTOR TO SAW. GUT V FROM _ :. � . _ .. ` .
A4rvD 2tP 01* 0 PA T IN OH TO � ..., .. _ .. ... . . . . . . *_47C7 �
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P F[ AT J A O l EW FAIR JJNCT1f3N - • • - _ "�
BETti 1 NEW WRAMOE PAVEMENT -
�P ast F11 PAVEMgNT - . . . . . . . . . . . . . . . . ?F
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4.
GRAPHIC SCALE
30 0 15 30 so
( IN FEET )
I inch = 30 ft.
EX. SANITAY'R SEVU MANHOLE
EX. UTILITY POLE
EX. FIRE HYDRANT
PRE D.i.
PROPOSED STORM PIPE
PROPOSED RIP -RAP
PROPOSED SANITARY SKIER MM04OLE
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PC. E 5L. 65
RECORD OF LAAV5 AAA MLFS 390K/
P.46E5 96-39 $ 76-00
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LEGEND.
EXISTING ASFHALT PAVEMENT,
1r PROPOSED ASPHALT PAST
PROPOSED CONCRETE PAVEMENT
\ \
EX. (PVC. AiOAIEJkIENT
EX. SANITAYR SEWER MANHOLE
}' IN,
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E EX. FIRE HYDRANT
.. E STING � NLINK E TO
XIS CNAI PROPOSED D.I.
�— ME RELOCATED BY CONTRACTOR
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AS SHOWN Lill PERMS. FORE
RELOCATION SMALL R� I \ \ \ \ PROPOSED STORM PIPE
NEW FENCE POSTS. EMSTENG
* I I I POSTS & FOUNDAVONS TO BE
I I ! 1 I DI51�G1$ED of OPFSIiE BY \ \ \
lPROPOSED RIP -RAP
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* - *- POO179_KITCHEN GRADING _ DRANAG PAGE 1 - 3/30R6 3:32:20 PM
ti V'ATL�' QU.ALI f l
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BEFORE YOU DIG e OWNER'S DRAINAGE CERTIFICATE 41`l,� DL
NaTEPROPERTY OWNER: STATE OF NORTH CAROLINA
�ffD697Lates.11- � o
CALL TOLL FREE I, _ OWNER/AGENT DO HEREBY CERTIFY THAT I WILL LEASEE: COUNTY OF CURRITUCKENGINEERING * PLANNING * ENVIRONMENTAL SCIENCES
' A\ DEVELOP THE PROPERTY IN ACCORDANCE WITH THE APPROVED PLANS PO BOX 3$ P.O. Orator s�o Kmy Hawk kamE Carolina x's4a
SEED DISTURBED AREA iN ACCORDANCE j' � WHICH WILL BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE WATERS CURRITUCK, NC 27929 phonc [phone] Fax [phone]
I WITH THE :PROJECT SEEDING SPECIFICATIONS `� 1-800-632-4949 FROM SUCH DEVELOPMENT ARE NOT UNREASONABLY COLLECTED AND E—Mail: quiblsOmindspriny.com
,l \ \ NORTH CAROLINA CHANNELED ONTO LOWER ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT 2. PROPERTY IDENTIFICATION: TAX MAP 52 PARCEL 13D —
NEw INFILTRATION BASIN <„ ONE CALL SUCH VOLUMES AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT
140' AREA To EXCAVATED IS, PROPERTIES. IN ADDITION, THE DEVELOPMENT WILL BE CONSTRUCTED OR 3. RECORDED REFERENCE: D.B. 1, PG. 1, 36 & 76
BOTTOM ELEV.
014.14.0' `y �` MAINTAINED SO THAT IT WILL NOT UNREASONABLY IMPEDE THE NATURAL FLOW ; ,+►�6*�co=rs
OF WATER FROM HIGHER OR ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT 4. ZONE: AGRICULTURE (A) ° '+a
��cge Roe , 3 E ; L
THEREBY UNREASONABLY CAUSING SUBSTANTIAL DAMAGE TO SUCH HIGHER
PORTION OF EXISTING INFILTRATION ADJACENT PROPERTIES. 5. PROPOSED USE: 7.400 — CORRECTIONAL FACILITY
II , BASIN TO BE FILLED -
6. PARCEL AREA. 451,518 sq.ft. — 10.37 acres = = `Z SEAL -
F 1
DATE: OWNER/AGENT: 7. LOT COVERAGE: EXISTING PROPOSED TOTAL2558
...
ASPHALT 33,615 sq.ft. 13,737 s ft. 47,352 s ft. "
BUILDINGS 28,714 sq.ft. 4,403 sq.ft. 33,117 sq.ft.
I I�
PARCEL A Li CONCRETE
ee
10,353 sq.ft. 2,073 sq.ft. 12,426 sq.ft. ''.�� pE�'.*R
` \ IRAVEL_1.780 sg.ft, 12.437 sq.ft. _ 14.217 sq fL fit ja�III
+*+`e
�> > 10.37 r46RE5 \ TOTAL 74,462 sq.ft. 32,650 sq.ft. 107,112 sq.ft.
MAFLF GORRFG TIONAL FACILITY t I
` \ TOTAL LOT COVERAGE -- 107,112 sq.ft. — 23.72%
\ 8. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN ARE BASED ON A SURVEY BY CERWICATION
II+FIL7RA7/ONBM5/N WILLIAM T. ROBBINS P.L.S., SURVEYED 8 5/04. ADDITIONAL TOPOGRAPHIC DATA, SPECIFIC TO THE NWECT PW
14.0' WTTHD TDISTURBEDHE PROJECTS EEA EDIN
NGCSPECIFICATIONS GRAPHIC SCALE PROPOSED SITE WORK AREA, BASED ON SURVEY BY QUIBL= & ASSOCIATES, P.C., DATED '"
•%t \ � ao 0 15 ao so g. FLOOD ZONE: X
10. ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDSE OF PAVEMENT LEGEND
ELEVATION UNLESS OTHERWISE NOTED. SPOT ELEVATIONS
IN FEET } IDENTIFIED AS "TW" INDICATE TOP OF WALK ELEVATION.
EXISTING ASPHALT PAVEMENT
1 inch 30 ft» 11. AN NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS SITE.
I - _
14.0' /, - \ J 12. STORMWATER MANAGEMENT TABULATIONS: PROP05ED ASPHALT PAVEMENT
I ` DRAINAGE AREA = 114,539 sq.ft.
STORAGE REQUIRED (4.3 OF RUNOFF)
-4 \ i - PROPOSED CONCRETE PAVEMENT
IMPERVIOUS = 34,638 sq.ft. ® c=1.0 x 4.3 = 12,412 cf
,o PERVIOUS = 79,901 sq.ft. 0 c=0.2 x 4.3" = c.726 cf
i00 PROPOSED GRAVEL
I 0 v I TOTAL REQUIRED = 18,138 cf
I k3�r�
TOTAL TEMPORARY STORAGE PROVIDED = 21,016 cf
*TEMPORARY STORAGE AVAILABLE IS EQUIVALENT TO RUNOFF ANTICIPATED
' Y �Pr -- �P� FROM 5.0 INCHES OF RAINFALL WITHIN THE DRAINAGE AREA EX. CONC. MONUMENT
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1MTH COPING REMOVED
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FRAME & GRATE:
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4"x8"xi6" IRON WORKS
SOLID BLOCK 5346 CATCH BASIN
(TYPICAL) INLET GRATE & FRAME ! BRICK COPING
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HEIGHT OF BOXES VARY SEE SHEET C2.1
NC DOT 840.15
24"
CONCRETE BASEa
SECTION Y-Y
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TOP O 15.3'
INV-OUT O 14.2'
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MATCH EXISTING I X
I GRADE I ,
•7 I ` Re -grade disturbed area from demolition of existing building.
Bring In fill as necessary to provide smooth grade ocross
I ' surrounding grades. Top 6' of fill to be suitable topsoil.
K , Seed entire disturbed area in accordance with seeding
YNALE. AROUND SULDW TO I " +I specifications.
PROVIDE POSITIVE ORAeu \ 16.9 Re -grade dislurbed area from dernoiition and construclbn
Atli FROM SU LDe1G ! 51DENUtJ( L
+i activities to provide a smooth transition to existing ° M i
adjacent grades and to provide positive drainage away
---1 - I from the existing building and proposed building additions. I
I I I
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Nro 5'x5' LANDING
/ I r- ELEV. � 17.3'
E-- 1� �
17.5 I 1
' ADMINIS TRA TI I/F BUILDING � E r:= I
N s xs LANUHIG PROPOSED I ,
Eaa5nAt9F vR"ELEVATM=rao7 � � '� W � M. O 18.1' DXOFFICE "S"
1& 17.0
16
14
tSI�DPe 151 1 6 45 i
e O.Ox INV a 14.0'I'LL 14.2 INFILTRATION BASIN /\
INF IL TRA TON BASIN 1Nv. a 14.a i2 B 46Nx t5 aV 14. ' ' '
INv. 014.a'1� INFILTRATION BASIN - INV. a I4. t5' f • f~
1.9d
-- — — CONTRACTOR TO CROW , CON Y` OR T IIR�, `T� '~•: - -r�
/� =+ PAVEMENT 0 ENTRANCE PAVEIEMT i ETITRAftCL
-�— _ �.
-� - 44lA - Hi 11-12 r . -- --- -
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r _ _ _ _ _ _ - - • -. - - - - - - - THI N ExtSTiNG GRADE - MATCH EXISTING-GRAO� - - - - - - - MAYCM "ISTING' GRADE J _ _ _ _ - - - - - - - - — - -.
I - _ - MAPLE. ROA.D., - S.R. 1246. � f. � - - � 60' R/W
-------------------------------- ---_--___-- -- ---- -___- ---_--_--_-----------_-----------------------
CONTRACTOR Ta CONNECT DITCH SECTION SAW CUT 1r OUT OF EXISTING
ONCE ExaSTING CULVERT IS REMOVED -� PAVEMENT TO ENSURE SMOOTH
MATCH DUSTING 5TCH CROSS SECTION.
TRANSITION AND STRAIGHT EDGE (TYP.)
CALL TOLL FREE
1-800-632-4949
BEFORE YOU DIG 1
CAROLINA ONE CALL
NOTE:
THE DATA GIVEN ON THESE PLANS IS RELIEVED
TO BE ACCURATE BUT THE ACCURACY IS NOT
GUARANTEED. TIE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEWIS, LOCATIONS, TYPES,
AND DIMENSIONS Of THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. 1F A DISCREPANCY
IS FOUND, *VRK SHALL CEASE AND THE ENGINEER
NOTIFIED WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
L E G E N D:
PROPOSED ASPHALT
PROPOSED BUILDING ADDITION
PROPOSED CONCRETE
EXISTING PAVEMENT
EXISTING CONCRETE
PROPOSED DRAINAGE FLOW DIRECTION
PROPOSED CULVERT
PROPOSED RIP RAP APRON
PROPOSED FINISHED GRADE CONTOUR
PROPOSED FINISHED SPOT GRADE
EXISTING SPOT GRADE
EXISTING GRADE CONTOURS
EXISTING BUILDING
EXISTING FENCE
PROPOSED FENCE
PROPOSED SANITARY CLEAN -OUT
EXISTING SANITARY MANHOLE
EXISTING SANITARY CLEAN -OUT
1. OWNER: COUNTY OF CURRITUCK
P.O. BOX 38
CURRITUCK, NC, 27929
2 SCOPE OF WORK: THIS PROJECT PROPOSED THE RENOVATION OF
THE EXISTING MAPLE PRISON TO BE UTILIZED AS A COMPREHENSIVE
COUNTY LAW ENFORCEMENT CENTER.
3. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN AS PER
SURVEY BY WILLIAM T ROBBINS, PLS., DATED. 07 -31- 01
4 CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDER-
GROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK.
PROVIDE 4DFQUATF MEANS OF SUPPORT AND PROTECTION IF
UTILITIES ARE TO REMAIN.
5. THIS PLAN SHEET TO BE O PLIZED FOR GRADING AND DRAINAGE
iMPROVEMENTS ONLY. FOR BUILDING DESIGN, UTILITY DESIGN,
SITE LAYOUT, ETC. SEE APPROPRIATE SEPARATE PLAN SHEETS,
6. PROVIDE MIN, 1% (MAX. 2%) SIDEWALK CROSS SLOPE
TO PRO'diDF POSITIVE SURFACE DRAINAGE ON ALi SIDEWAY K
?. All disturbed areas from demolition work which are
not to be subseQuentiy built upon shall be graded to
provide smooth grade transition, to adjacent grades
and to prevent pockets of regatiye drainage.
Top 6" of fill to be suitable topsoil Seed entire
disturbed area in accordance witty seeding
specifications.
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\\% \ \ /\ /\/� FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS WORKING PRESSURE SIZE Of VALVE O
LB. PER SQ. INCH REQUIRING ANCHORAGECL
++
50 - IDO 12 INCH AND UP 6' M
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\\ \\ \\/ /\ 151 - 200 ALL SIZES v
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\/ \ u+osnAmm tnm+ \/\ \ \ \� \� MINIMUM COVER FOR GATE VALVES
f/\\\\ PLUGS CAPS IEEE / / I /� I I / 1 // /I PRECAST SIZE VALVE MINIMUM COVERS �. � •, �pW�� o
A//�/�•',/%�/%�/%�//�%%�/%�/%� �/ CONCRETE COLLAR 6. 36" '..: 1-, a
NOTE: GATE VALVE VALVE Sox SHALL BE 10• 43' % / ' �! �'OW� ' w
\Y \\ \\ CAST IRON BODY -BRONZE DEWEY BROTHER, INC. 12'
FOR ALL RENDS /� %\//\/�\!\//\/\� MOUNTED, RESILIENT WEDGE NEENAH FOUNDIARY CO., NOTE: ` .�; 1
/01//��/ NON -RISING STEM TYPE, OR EAST JOROAN IRON WORKS VALVES SHALL BE AMERICAN DARLING. MUELLER
NUT OPERATED. WITH '0" RING. OR M & H OR EQUAL AS APPROVED1-
\\ 2" SQUARE OPERATING BY ENGINEER
NUT. ; MECHANICAL SHALL BE � � `\�/ ANCHORAGE OF VALVES
COMPACTED FILL TRENCH
4' WIDE x 8" DEEP) +(D+
p
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M E/, /i / SILT FENCE DETAIL �
REDUCERS ADD THRUST BLOCK 4! AS SHOWN IN DETAIL /\/%���i�
CROSSES\\ \\\/�\\'
Q Q
�71AM ED EARIN TEE WITH PLUG 3000 PSI CONCRETE
TYPICAL VALVE DETAIL 8 8 o
DIMENSION "H' GATE VALVES SHALL COMPLY IN ALL RESPECTS WITH AWWA
IS HEIGHT STANDARD C-500. LATESt REVISION m
CL
PIPE SIZE FITTING L FT. H FT. T FT. T PERPENDICULAR TO VIEW LL
2 - 3 - 4 TEE OR BLOCK 2.0 1.0 1.0 0
2 - 3 - 4 510 2.0 1.5 1.0
2 - 3 - 4 45 1.5 1.0 1.0 L '� �}
2 - 3 - 4 22 1 2 1.0 1.0 1.0 ��ES
6 TEE OR BLOCK 2.0 2.0 1.0 A5 OE
6 90 3.0 2.0 1.5 +�+ •0 .0 0 ID
6 45 12.0 1.5 1.0 LC� 1 Jtii>� sAl�rK O� �, s© -0 CL 'a '0 V -
6 22 1 2 1.5 1.0 1.0
THIS TABLE BASED ON WATER PRESSURE 150 PSI ANCHOR ROD SIZES
SOIL BRG. 1500 f/SQ. FT. TO 20DO #/SQ. FT.
PIPE SIZE ROD SIZE
4' THRU s" #4 CLASS A NCOOT r t11
EROSION CONTROL STONE
81 X 2'W X 1.5'7
CONCRETE THRUST BLOCK A Acr
(REQUIRED AT FITTINGS AS LISTED IN TABLE) 8 4)
13
�TLET INVERTS VARY
/ B O
�, GRA ML CON TR UCT ON
3:1 MAX. SLOPE
Y FILTER CLOTH N T S
(TYPAR 3401)
3' 37 A
7H ELEVATIONS VARY (SEE
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r ELEVATION INFORMATION) �p
PLAN VIEW SECTION A- A
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r o �d%....... QIY- .
TYPICAL STORM PIPE OUTLET DETAIL ti
(APPLIES TO ALL STORM PIPE OUTLETS)
N. T. S.
Y
PLAN
MTH COPING REMOVED
32-5/8" SQUARE FRAME 24" SQUARE GRATE DRIP LINE
FRAME & GRATE: '
CAPITOL FOUNDARY + } • y 4 L
4"x8"x16' OF VIRGINIA. INC. r '" t Z
BRICK COPING SOLID BLOCK CHBN-3A FRAME (4") BRICK COPING J
(TYPICAL) �. I + FLAT GRATE HEAVY
Y � COMPACTED �
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In w NOTES, 1) ALL MMAI;E PFU (01 THAN ROOF DRAMS AM CONDENSATE MAINS)
aJ eo CONCRETE BASE co CONCRETE SASE 1W
TO BE ADS N12 SMOOTH -MALT HOPE PIPES OR EOUNALENT AS APPROVED
By DW**Ik
SECTION X- X SECTION Y- Y z) PFE BE IN WIN
"51' °'' AND i'
SECTION = IC14M A. OF THE NORTH CAROLNA STANDARD VEgFlCATM
Ln FOR ROADS AND SA)CIURES. pOtj
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ADS N--12 PIPE INSTALLATION DETAIL p CONSTRUCTION OPERATIONS RELATIVE
.� YARD INLET BOX DETAIL Ol.0
TO TIE LOCATION OF PROTECTED TREES vv
HEIGHT OF BOXES VARY SEE SHEET C3
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