SW6231104_Plansheet - Other_20240221

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SITE DATA N
SITE ADDRESS: 4020 NC HWY 73
MOORE COUNTY, NC WETLAND OR STREAMS
�o PIN PARCEL AREA CURRENT ZONING PROPERTY OWNER THERE ARE NO REGULATED WETLAND OR STREAMS ON THE 00020642 1.65 ACRES B2-CZ SOUTHERN GOLF AND LAND, LLC PROPERTY AS WELL AS ENDANGERED SPECIES, ETC.
00021818 2.49 ACRES B2-CZ SOUTHERN GOLF AND LAND, LLC ENVIRONMENTAL REPORTS HAVE BEEN PREPARED BY
20220140 1.0 ACRES B2-CZ WILLIAMS, JAMES D. DEVELOPER.
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20220139 1.0 ACRES B2-CZ WILLIAMS, JAMES D.
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TOTAL SITE AREA: 6.14 ACRES
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a OVERLAY: HIGHWAY OVERLAY DISTRICT, URBAN TRANSITION NC-211 0
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� PROJECT APPLICANT - DEVELOPER PURCHASE CONTRACT
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PINEHURST, NC 28374
ATTN: GAVIN MELIA [phone]
[e-mail] J
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AND OPERATION AND
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REGISTRY WHICH WILL I I Z D N
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NpN DR SITE DATA LEGEND:
p �A SITE ADDRESS(S): 4020 NC 73 WEE WEST END DEVELOPMENT GROUP LLC
WEST ENDD,, N NORTH CAROLINA 28376 ® IPF IRON PIPE FOUND
OWNER INFORMATION: ® IRF IRON ROD FOUND
SOUTHERN GOLF AND LAND, L.L.C.
SITE 215 SURRY CIRCLE DRIVE SOUTHERN GOLF & LAND LLC & JAMES D WILLIAMS PROPERTIES ® IRON ROD SET
PINEHURST, NC 28374
® CMF CONCRETE MONUMENT FOUND
JAMES D.WILLIAMS
� 235 W NEW
W HAMPSHIRE AVE ElDSK NCDOT MONUMENT FOUND
SOUTHERN PINES, NC 28387
N CO-) POWER POLE
TOTAL SITE AREA: 6.14 AC.±,or 267,632 SQ. FT.±
q C- GUY ANCHOR
PAR ID: 00020642,00021818,20220140, &20220139
Z DEED BOOK 5896, PAGE 149, DEED BOOK 5604, PAGE 221 ® TELEPHONE RISER
AND DEED BOOK 5809, PAGE 51 wv
VICINITY MAP PLAT CABINET 18, SLIDE 920, PLAT CABINET 18, SLIDE 278 WATER VALVE
(NOT TO SCALE)
ZONING: B-2-CZ FIRE HYDRANT
DUE DRAINAGE UTILITY EASEMENT
Z
PDE PERMANENT DRAINAGE EASEMENT 0
CURVE I RADIUS ARC LENGTH I DELTA I CHORD LENGTH I CHORD BEARING PUE PERMANENT UTILITY EASEMENT Lu
W
Cl 1 856.33' 1 145.97' 1 9°46'00" 1 145.79' 1 N 02'19'14"W
C2 1 856.10' 1 180.36' 1 12'04'14" 1 180.02' 1 N 13'1454"W TCE TEMPORARY CONSTRUCTION EASEMENT
LINE BEARING DISTANCE SIGN
L1 N 78°00'06"E 37.11'
L2 S 10'46'41" E 19.99, Fo FIBER OPTIC VAULT
L3 N 10'39'56"W 10.55' V
I 14 N 74°00'43"E 27.63'
O FIBER OPTIC WARNING POST
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EDNA VON CANON _ _
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[PEI JOB#: 23170.PE

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SITE DATA: SITE KEYNOTES: SITE KEYNOTES:
PROJECT NAME: TRACTOR SUPPLY COMPANY PROPOSED IMPERVIOUS DATA cN
SITE ADDRESS: 4020 NC HWY 73 NO EXISTING STORMWATER PERMITS ARE ENTITLED TO EITHER TRACT. 1 24" CURB &GUTTER (TYPICAL- SEE DETAIL) 13 PRIVATE DUMPSTER
o WEST END, NC 27376 EXISTING IMPERVIOUS CURRENT: 2000 SF (HOUSE+ SHED) ❑ (REFER TO ARCHITECTURAL PLANS)
�2 DEVELOPER: WEST END DEVELOPMENT GROUP, LLC. IMPERVIOUS PRE 1994: 10,000 SF ± ❑2 CONCRETE SIDEWALK(TYPICAL- SEE DETAIL) 16-FT HIGH CHAINLINK FENCE
14
120 MARKET SQUARE: 2ND FLOOR 0 HANDICAP PARKING SIGN (TYPICAL- SEE ARCHITECTURAL) (TYPICAL- SEE ARCHITECTURAL)
PINEHURST, NC 28374 BUILDINGS 22,200 SF 15 4-FT DOUBLE CHAIN-LINK MAN GATE
CONCRETE PADS AND WALKS 28,000 SF 3a VETERAN PARKING SIGN (TYPICAL- SEE ARCHITECTURAL) ❑ (TYPICAL- SEE ARCHITECTURAL) w
PARCEL ID: 00020642 1.59 ACRES PARKING LOT 84,100 SF 20-FT ROLLING CHAIN-LINK GATE
00021818 2.3 ACRES 3b BOPIS PARKING SIGN (TYPICAL- SEE ARCHITECTURAL) 16 w
FUTURE ALLOCATION 5,000 SF (TYPICAL- SEE ARCHITECTURAL) W
20220140 1.01 ACRES TOTAL IMPERVIOUS: 139,300 SF PYLON SIGN
C 20220139 0.90 ACRES ® HANDICAP PARKING SYMBOL (TYPICAL- SEE DETAIL) 17
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(SEPARATE COUNTY PERMIT)
¢ NCDEQ STORMWATER PERMIT TO BE SUBMITTED TO CENTRAL OFFICE- NC DEMLR- 5 HANDICAP ACCESS UNLOADING ZONE: SLOPE 2% MAX. EACH WAY 1 g PROPANE TANKS FOR IN-STORE USE O
PROJECT > PROPOSED PROJECT AREA: +/- 6.14 ACRES STORMWATER PERMITTING UNIT AND NOT THE FAYETTEVILLE REGIONAL OFFICE ❑ (ADA COMPLIANT)AND STRIPE AS SHOWN. (TYPICAL- SEE DETAIL)
SITE PROPERTY OWNER: SOUTHERN GOLF AND LAND, LLC AND (NO CANOPY) U)
JAMES D. WILLIAMS © PARKING LOT LIGHTING (REFER TO ELECTRICAL SITE PLAN) (REFER TO ARCHITECTURAL PLANS) 0
q 19 "BULK PROPANE FOR SALE" u-
ZONING: CZD B2-CZ ❑7 CONCRETE WHEEL STOP (TYPICAL- SEE DETAIL) ❑ Z 0
FILLING STATION (CANOPY) w
OVERLAY DISTRICTS: HIGHWAY OVERLAY- URBAN NC 211 MOORE COUNTY CODE SECTION 16.5.D (REFER TO ARCHITECTURAL PLANS) O U)
8 4 YELLOW PAINTED STRIPE: (REFER TO T.S.C. STD. CRITERIA) U) >
ti WEST END D AND LOWER LITTLE RIVER WATERSHED WATERSHED OVERALY - BUILT UPON AREA ❑ 20 MOBILE LOADING DOCK >
N METHODIST CHURCH JURISDICTION: MOORE COUNTY ❑PROPOSED USE: RETAIL/COMMERCIAL APPROVAL CRITERIA SNIA requests shall not be approved unless the following requirements are met ❑9 HEAVY DUTY CONCRETE PAVEMENT (TYPICAL- SEE DETAIL) (REFER TO ARCHITECTURAL PLANS) W
as demonstrated and certified on the site plan by a professional engineer: 10 HEAVY DUTY ASPHALT PAVEMENT (TYPICAL- SEE DETAIL)
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a 1. The request will minimize built-upon surface area; J
2. All stormwater will be directed away from any surface waters; 11 LIGHT DUTY ASPHALT PAVEMENT (TYPICAL- SEE DETAIL) J
SCREENING ALONG HIGHWAY RIGHTS-OF-WAY 3. Best management practices will be incorporated to minimize water quality impacts;and
1. 50' WIDE LANDSCAPING BUFFER SHALL BE PROVIDED AT THE 12 LIGHT DUTY CONCRETE PAVEMENT (TYPICAL- SEE DETAIL)
4. All property subject to a request for a special non-residential intensity allocation is O W t-
RIGHT-OF-WAY AT HIGHWAYS AND INCLUDE:
18 TREES (50% EVERGREEN) PLANTED PER 100 LF uniformly zoned
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25 SHRUBS PLANTED PER 100 LF
24/o BUILT-UPON AREA, UP TO 70/o WITH SPECIAL NON-RESIDENTIAL INTENSITY � Z) N N
LOCATION MAP VEHICULAR USE AREA SCREENING ALLOCATION (SNIA) APPROVAL REQUIRED W Cy U
SCALE: 1"=500' 1. TWO (2) TREES PLANTED PER 10 PARKING SPACES. TOTAL ACRES: 6.14 AC (267,632 SF) LU (A z
2. FOUR (4) EVERGREEN SHRUBS PER 10 PARKING SPACES. PROPOSED IMPERVIOUS: 139,300 SF Ia. LU
WETLAND OR STREAMS PROPOSED BUILT-UPON AREA: 52.10% STORMWATER ACCESS U0
TYPE III BUFFER SCREENING AND OPERATION AND
THERE ARE NO REGULATED WETLAND OR STREAMS ON THE 25-yr PRE-DEVELOPMENT FLOW: 3.5 CFS MAINTENANCE AGREEMENT �j Q
1. 20' WIDE, SINGLE ROW OF EVERGREEN SHRUBS TO A PROPERTY AS WELL AS ENDANGERED SPECIES, ETC. Z _
(AGREEMENT TO BE �
HEIGHT OF 10'WITH 5 YEARS OF PLANTING. LIMBS HIGHER ENVIRONMENTAL REPORTS HAVE BEEN PREPARED BY 25-yr POST-DEVELOPMENT FLOW: 0 CFS z w
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11 P I I DSK _NCDOT PUE — N 7 Q > > z O
PROPOSED 7 3 ° ° ° z
cn 1 6 STORM PIPE DSK o-- m U) J J ., d —
(SEE UTILITY PLANS) NCB P� N g•01'37" E W�3HO MHO U Q o z o
1663�� 3H0 ° O 0 ° W Q Li_J
zw ¢ � � ¢ u� ¢ w— 6 — °02,p6E —W O — OHE a °° a � � 0 o0ooc=i
r
5126 N 7 W PROPOSED ROADSIDE DITCH
N'00TPR WV —W (SEE GRADING PLANS) SEAL ��Illnllll//�
0 0 p�E�T R" 99.814 DSK W 3H0 oHE
PROPOSED _
WATER UTILITY �_ EASEMENT P 124.1015� N g1o36V57" E —W�e—W 3H0 OHE o� ti
DSK (SEE UTILITY PLANS) �T1L1T�' _3 O �� �H CARO��
PUE pUBL1C N 81°3716E W� OHE �eQ�oFEssioti9l9
I NCVON
W = L
17 DSK L9 IPF —W� 3HO '�_ OHE 034354
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� — - _W�W—W3N°
�� �j PUE L7 Q7 EXIST. - 3HO N"' CURVE ARC RADIUS CHORD BEARING CHORD ��s OBRANC���
0 �`� C1 44.01' 855.72' S 17°13'58"E 44.00' �IIIII I I111�
C2 179.86' 855.71' S 09o44'17"E 179.53'
DSK W—W W 3H0 EXIST. EDGE OF C3 93.67' 855.71' S 00°34'51"E 93.62' 211912024
n 96.7025 W W� 3H� PAVEMENT LINE BEARING DISTANCE
00 7g°1 _W� Nl OHE TO BE MODIFIED L1 S 12°51'56°E 19.95'
N — L2 N 7810'39"E 36.40'
W�W 3HO PROPOSED CROSS-PIPE BY ,,,. BY NCDOT R-5726 L3 S 78°25'22"W 32.63' GRAPHIC SCALE S - 1 ,00
DSK �3 NCDOT L4 S 18°59'41"E 8.63' 0 15 30 60 120
L5 S 29TS29"E 3.10'
_ ���°�Q� L6 N 79°15'46"E 28.30' 1 of 3
W
2 UE L7 N 79°16'14"E 16.41'
0 „ UE L8 N 10°44'17"W 10.54' N O R T H SCALE: 1"=30'
L9 N81°38'08"E 30.02' rPEIJOB#: 23170.PE

N
* STORM DRAINAGE SCHEDULE °'
DRAINAGE NOTES: GRADING NOTES: N
1.) DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE OWNER, 1.) SEE GENERAL NOTES SHEET(C-1.0)FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR Upstream Downstream Upstream Downstream Diameter Pipe Length Upstream
0
INCLUDING PIPES, STRUCTURES,AND STORMWATER CONTROL MEASURES AS PERMITTED WITH THE STATE OR MORE INFORMATION. Node Node Invert Invert (In) (ft) Slope (ft/ft) Rim Elev
�Zo LOCAL JURISDICTION.
0
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH MOORE COUNTY STANDARDS AND SPECIFICATIONS AND/OR
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESS SHOWN OTHERWISE. TECHNICAL SPECIFICATIONS SEALED AS PART OF THESE CONSTRUCTION DOCUMENTS. DI 205 DI 204 593.10 592.00 15 176.4 0.010 596.10
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES. 3.) GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO DI 204 DI 203 592.00 591.00 18 132.8 0.010 596.50 �
CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS. DI 203 DI 202 591.00 590.50 18 65.3 0.010 594.45 W
4.) ALL PUBLIC STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE
TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM. PRIVATE DRAINAGE SYSTEMS SHALL BE PER APPROVED PLANS 4.) CONTRACTOR SHALL CONSULT THE GEOTECHNICAL ENGINEER TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL DI 202 CI 201 590.50 590.00 24 79.4 0.010 594.70 w
AND SPECIFICATIONS. FOR STORM PIPES AND STRUCTURES. Cl 201-1 Cl 201 592.50 591.00 18 48.3 0.031 597.42
0
Z 5.) ALL CURB INLET RIM ELEVATIONS ARE LISTED AS THE"GUTTER OF FLOWLINE ELEVATION"WITHIN THE CURB Cl 201 Cl 200 590.00 589.00 24 90.2 0.010 595.27 2
a SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT(EOP)WHEN PLACING THE STORM
PROJECT >' INLETS WITHIN THE CURB-LINE. ASPHALT AREA NOTE: Cl 200 ES 200 589.00 585.00 24 49.9 0.080 594.26 0
SITE U)
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6" 1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL a�
CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA;AND A FLUSH CONDITION WITH RD 8 RD 7 594.00 593.50 8 27.7 0.020 597.50 0
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE PROPOSED PAVEMENT OR IMPERVIOUS COVER. �
RD 7 RD 6 59350 59300 8 215 0020 59750 SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. . . . . . Z 0
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. CONTRACTOR, RD 6 RD 5 593.00 592.50 8 24.8 0.020 597.50 0 U)
BUILDERS,AND OWNERS ARE RESPONSIBLE FOR COORDINATING ROOF DRAINAGE PIPING IN ADVANCE OR BUILDING PAD NOTE: RD 5 Cl 103 592 � W
ti WEST END ITED ORDERING FINAL STORM DRAINAGE. REF. CIVIL DETAILS FOR TYPICAL DOWNSPOUT DETAILS AND CONNECTIONS. .50 591.50 12 49.2 0.020 597.50
N METHODIST CHURCH w
W 8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO 1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL a
RD 4 RD 3 593.00 592.75 8 25.3 0.010 597.50
MATCH PROPOSED GRADES. OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
w SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. RD 3 RD 2 592.75 592.50 8 24.9 0.010 597.50
a 9.) THE CONTRACTOR SHALL USE EITHER RCP(CL. III UNLESS OTHERWISE NOTED)OR HDPE PIPE FOR THE STORM J
° DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BEADS N-12 WT STORM PIPE OR RD 2 RD 1 592.50 592.25 8 24.5 0.010 597.50 J
APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION,THE NOTATION: RD 1 CI 104 592.25 591.75 12 45.3 0.011 597.50
CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S.TO PREVENT FLOATATION IF CI 105 CI 104 591.50 591.20 15 58.8 0.010 595.82
HDPE PIPE IS CHOSEN. 9 O Lu
EP = PROPOSED EDGE OF PAVEMENT BC/TC =TOP OF CURB ELEVATION
EC = EDGE OF CONCRETE TS = TOP OF WALK(SIDEWALK)ELEVATION CI 104 Cl 103 591 75 590 70 18 106.9 0.010 596 45 0/ M
... ......................................
DI = DROP INLET INV = INVERT
ClCI103 CI102 590.50 589.75 24 201.0 0.000 596.45 (� 00
PG = PROPOSED GRADE FES = FLARED END SECTION _ D (�
WETLAND OR STREAMS CI = CURB INLET TWL= TOP OF WALL ELEVATION CI 102 0 101 589.75 589.30 24 99.1 0.000 594.27
LOCATION MAP THERE ARE NO REGULATED WETLAND OR STREAMS ON THE HP = HIGH POINT ELEVATION BWL= BOTTOM OF WALL ELEVATION CI 101 ES 100 589.30 588.00 24 66.5 0.020 593.81 W M U
SCALE: 1"=500' PROPERTY AS WELL AS ENDANGERED SPECIES, ETC. SW = SIDEWALK ELEVATION (EG) = EXISTING GRADE Z
ENVIRONMENTAL REPORTS HAVE BEEN PREPARED BY MH = STORM MANHOLE (XX) = EXISTING ELEVATIONS,TYP. W
DEVELOPER. YI = YARD INLET *NOTE:ALL INLETS SHALL HAVE MIN. 12" SUMP IN EACH STRUCTURE TO ACT AS TRASH CATC 1. O
RP = RAMP l r W
PAD = DUMPST AI PAD ELEVATION STORMWATER ACCESS < f
RD = ROOF DRAIN CONNECTION AND OPERATION AND
MAINTENANCE AGREEMENT - / / I 0 O w
(AGREEMENT TO BE 25-FT EMERGENCY 6 Z
RECORDED IN MOORE CO. ) SPILLWAY- SOD \ Q z a
REGISTRY WHICH WILL LINED SPILLWAY / ) Lu
s / '
0 360LF RETAINING WALL / REFERENCE EASEMENT) / AND DOWNSLOPE s _ -
_ _ AS HATCHED �3� -597 O W
ro 42"DIA. PIP OU PROPOSED �� I ) �� (DESIGN BY OTHERS) / TOW 593.00 -' F _
\, I I \ TOW595.00 �PF �1 r - - 1 - - - - - - - - - - - - - - - - IPF w
AND RIP-RAP OUTLET 1 / - - - - - - - - - EG 591.90 =5° �` F
INSIDE PUBLIC DRAINAGE - - - - - - - - EG 590.00 _ - - - - - Cam= LOD LOD J J I v
I�� f �- \ TOW 595.00 �9.�,� 1 /
EASEMENT BY NCDOT / I I ` ( ° � C EG 590.00-T _ - - - - EP594.27 ++++++ +++++ 40 -POD LOP, I�OD 597 LOD '�
y ) 1 / TOW 592.00 / S o, O
y0 EG 591.32 _ L�� TC597.30 TC596.96 595 CI 102 594- o�� TC594.53 595 +++++ + + ++ ++
EP600.56 l �� TC596.95 597 EP596.54 � ) I
c� ' / TC597.11 EP596.88 + ..... + +
8 /raj'" ` EP596.69 EP596.53 - TC594.77 EP594.11 + + 595 594 / 0 w
�5`TC597.30 EP594.35 594 y � Z � o
EP596.88 CI 103 cs I CIA1% / TC596.95
EP596.53 - EC594.60
- J1
/ 590 O / ) 1 (7
597 0 EC596.75- 4- / HA-01 -588.3 z ^N
C ClCI104 \ - - - l
\� TC596.59 0 EC597.13 / CI 101 EL. 597.50 HA-02
\ EC597.50 O SHWT-20' (577.50) rq;�_
\ / EP596.17 EC594.80 -�- EL. 597.50
cr TC597.73 EC597.13
\ 9 HW 100 585- SHWT-20' T � � ( � z 1 ( w o
EX. PIPE TO BE \ \ T / EP597.19 i� EC597.15 TC594.55 C -� w o
REMOVED J CID r, FFF-��°�
\ r 4� TC596.32 EP597.50 RD-8 I EC594.60 EC594.13 \ �, I r w N o�
BY NCDOT \ � �� EP595.90 RD-6 RD-7 EC597.40 EC594.65 NN N o cn �„ °? ( Z O
c� f�� • RD-5 O EC594.80
`9 • RD-4 O TC595.44 'rn s c , cn -�
RD-3 r-
_ � EP594.90 �`� 0 585 N coo � 0 r-
CI 105 RD-2 I
w RD-1 I�u., -� � � z � o
RIP-RAP APRON f TC594.98 RIP-RAP APRON Q� w
(SEE DETAILS) 600' TC596.68 ° �(� - / - EP594.56 `� FROM PIPE -- TOP INFILTRATION 595. 0 BASIN l0i
EP596.14 0 -W - I
EC594.50 HW 200 AND KEY-IN TO BOTTOM = 585.00
\ \ THE SLOPE SPILLWAY= 594.00 V
52LF 15" RCP � CURB TRANS. TC596.92 ° (SEE DETAILS)
DRIVEWAY EP598.75 s� EP596.38 EC597.20
CULVERT I ` �I TC595.14 4:1 SIDE SLOPES -
5 / EP594.60 VEGETATED AND OPERATIONSTORMWATER AND ACCESS
TC598.22 EC594.70
CURB PR 9N 5 s�� 1 EP597.68 1 LNG FFE= 597.50 / / CI 200 J MAINTENANCE AGREEMENT z
z T EC597.50 EC594.90 TC594.99 596 1
0 0 BU�L� TC594.80 0°� �- GO-1 (AGREEMENT TO BE
\ TC595.19 EP594.45 EP594.34 597 00-1 RECORDED IN MOORE CO. �
EC597.50 �s EP594.65 598 a0� REGISTRY WHICH WILL
I -1 EC597.10 �S, 6 `LIDS9S TC594.99 GOl a0, �' cA
rn I I i REFERENCE EASEMENT) rT,
\ I \ EC594.75 EP594.45 221.97=
0 I n TC595.14 '� U I
O � / / � �1g'15 E
I J J EP594.60 TC595.66 /
uj_ I I I / / \� EP595.20 '0 L II
EC594.80 / 0 LO
0 \ I TC597.34 ��+ / LOD LOD �OD LOD
I ^ 19 I
PROPOSED ROADSIDE DITCH psK I EP596.80 ��� / �� J D O I-I
EC597.50 EC597.18 9� - * S �S I� is I ) O O
K "I- � . % EC594.80 5 U w 7
ps TC597.69 , EC597.50� _� EC595.00 59 I v Q
EP597.15 TC597.40 _ own dona TC595.29 N
EP-FLUSH EP594.75 I ^
\\ l / EC595.15 � o TC595.81
. MF I T, EC597.20 EP595.35� �
p I EP594 80ANS _ p
FMB FM CI 201
Sy, J 9 I I EC597.38 / o G TC595.30 TC595.34
/ \ o / SILT FENCE TO
TC597.40 EC597.38 FLUSH EP594.80 o o -M REMAIN UNTIL FINAL
-FLU � h
.15 _ _ co �./
o EP \ EC597
EC597.25 o „z EC597.0 EC597.20 I I PG594.70 f EP595.50 -596 / / STABILIZATION O 7
\ I o . \ (� O U W
TC597.30 - � o o TC595.14 5 DI 202 TC595.74 � Uj 0 �`�+
\
0� EP-FLUSH s 597 M� M EP594.60 EP595.20 -4 OO EP597.10 l� � FMB F \ l � U
/ ^ EP597.20 EP597.20 '��j� FM�1 F PG596.70 RIM594.45 597 -�-
TC597.07 TC597.20 I(1� FM- - v DI 203 TC596.64 cn TC597.84 s9� O O
s H �
/ o n EP596.53 EP-FLUSH �` ' ' EP596.10 - EP597.30 SF SF O
� �M PG596.84 \ TC597.44 _ T
\ / PG596.70 EP596.90 C1201-1 TC597.96
0 I FM FM RIM596.50 TC597.64 O LOD �� LU7 Q
� EP597.50 V
\ _ TC596.90 D1204 �_ _� J EP597.10 TC598.11 / r_,
EP596.36 TC597.29 w `�' N M w w m
/ I TC597.64 598 EP597.57 / o pSK LD II
\ I I EP596.75 �� 1� EP597.10 / 0 N
6 2 Rio„ TC597.64 599 pSK psK / 1 _ b Q
\ I TC596.89 _TC597.64 EP597.10 597 600 PUE-O TC-TRANS NCDOT PUJ� i r_, U) 2
DS w (n
0 I EP596.35 D1205 RIM596.10 EP597.10 �,p� -599" I TC-TRANS _ ,5s7
0 ' 11 5�� pSK E EP598.70 _� 598 599 QO7 < D D z O
\ I 1 I W EP599.10 59� 33 U � -1 - rT� 00 z
TC597.14 599_ 600 F psK 0- - - 597 7 W >- >- .. C z
EP596.60 5� NC= P= /y�9 i - t1 5g9_E _ 597 � g ENO /� w Q o z o Q
W l-� �"- \ �8 w 0Q > w Lu zzY
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598 �� sss E zwQ � F- ¢ a� � w
598 _W
o>L T N l 600 6p0/�' 597 W EP599.22 oHE off O a O a 0 o v0i o o c=i
v \ �^� W 3H
\ ` 600 597 597 SEAL ��\0 0 1 1
y 598 HO 609� RIP-RAP APRON oHE ` CAR
\ � 599 598O��N°° ��
9 s soo O , (SEE DETAILS)
NCB sooVd > 559 -� 3H 69LF 15" RCP Q� L N9l
/ \ ps 598 -Nf Qo� DRIVEWAY CULVERT = 034354
I /✓ �- \ > 599 W W-Noma B W�� -60� ' oNE H� °° �NGINE�,
I soo
PROPOSED ROADSIDE DITCH / OHE ////BRANCH
/ \psK 3H0 m 211912024
HE eo
�W W W /-O�H o o / GRAPHIC SCALEPROPO S -200
psK Q0 ett - G0 NCDOTSED CROSS-PIPE BY /C/ ICTID 0 15 30 60 120
I WV 7 �C_ d1�E ��' / 2 of 3
T UE UE � N O R T H SCALE: 1"=30'
r PEI JOB#: 23170.PE

N
O
O O a z
GENERAL NOTES: N 04
1 8 0 3 ~¢ NOTE E " " " " " " ~
r:,;.; THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS' �
04
o. � "' 840.01, 840.02, 840.04, 840.05, 840.14, 840. 5, 4 1, ¢ 43rr USE TYP E , F AND G GRATE ¢¢
�66 I_6� 840.32, 840.34, 840.35, 840.36 AND 840.41. ¢H UNLESS OTHERWISE NOTED. ¢H
1" MIN. * zoC=U ZOC=U
o ;o CLR.(TYP) SECTION VIEWS WITH INSTANCDOT LL DSTANDARD SPECIFICATION PAY FOR PRECAST ASECTIONGE C840ES IN ACCORDANCE 0 0 =z B ILL 0 0 d=z
1" MIN. * USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. =2F ^ =O
/ p CLR.(TYP) OPTIONAL JOINT DETAILS " USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 U¢O= = LLJ LL
H U¢O=
�1 1/2 .. WELDED WIRE FABRIC (WWF). ¢ U v F- c7
0 4x4 W4xW4 H F-I �\ v 3/4" ¢ � I1
DUMP No WASTE! DRAINS To WATERWAYS :3 #5 REBARS @ 12" * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0". �= z Lu N M\ -�{ �= z Lu
WWF (LAP (n H LLO A A __ -__ T I O 0~C Q'
WWF 6" ON- CENTERS (HORIZ. * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD pr O FI¢ _ A _ O ¢
o TO FABRIC & VERT.) 1926.704. O Cn pC _ O U)pC W
m I ) (USE WITH * ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED Z 11 n r� Z I-I 0-
6 9/16 H> r ALIGN FRAME WITH INSIDE >
c 4' X 4' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS. N d M EDGE OF WALL TO ALLOW 2%g" 2�8" N CL
CL O W
1 ° DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM C913. W o f
FOR VERTICAL ADJUSTMENT o.
_ TYPICAL) - 'L' BARS WITH FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE r IM r O >
1'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25. 000 00 000000 WALL SECTION °.o SECTION - L Q
L SECTION - MM >
PROVIDE PRECAST STRUCTURES OVER 3'-6" IN DEPTH WITH
PLAN VIEW OF BASE UNIT * STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. 2
SECTION - BB �
r / / / 6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
23 3 4 6 5 8 16 7 16 MIN. MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED.
o / * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER BASE CONFORMING B c U)
R1 4 ¢ ° 00 TO FEDERAL SPECIFICATIONS SS-S-21A, AASHTO M-198, PLAN z
' #4 REBARS @ d TYPE B - BUTYL RUBBER. , a \ 3 , c�1 f1
w n f I #4 REBARS @ •:: 6" CENTERS co p * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS ~ FRAME,GRATE, & HOOD ASS Y '�° N �� \ (n 0
a n 6 CENTERS `•�:': EACH WAY = TO 6'-0" X 6'-0" O N u,\�� O O Q
0 N 6 9 16 j EACH WAY * LL Q 6" 2'-O" 6" I m Z W
/ THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE W Z
u LOCATED IN V = W
m SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER C7 C.7 2 O [n
CENTER THIRD TYPICAL PRECAST z W - _ _ z U
IS GREATER.
U.S. FUUNDRY:]ec MFG. CORP. OF WALL * I--I �'' 3'-Q" _ ' - '� H (/�
RISER SECTION ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA d rn rr\ 1 ,� 13/r, Z ¢ W
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. ¢ V '� rn ¢ Q U �
(8) LEVELING PADS DWG. 840.34 FOR MANHOLE INSTALLATION. 0 (� K K a N p 3 rr o o
PRECAST RISER PLAN o N H L M N 1�13 0, o y a
2 #5 BARS EACH SIDE < Q N SECTION - AA Qp z U
35 3/4 1OF MINNING CLEARLL SPAN 6" L' 6" z W W _ z a < J
IN MIN. MIN. H m a L m M _ ¢ � J
7/8 1 1/4 1 1/2 US FOUNDRY & MFG. CORP. - 1" MIN. CLR. O V FZ-1 J FRAME PLAN uT a u� O O 12
8351 NW 93rd Street,Mcdlcy,FL 33166-2025 I 'L' OR 'W' + 2 WALLS 0' }
ph:1-800-432-9709;fax:[phone] I STEPS _ _ v :9: ¢ ~ Q SECTION - JJ ¢ W
©2010 US Foundry&MfguCorp.c All Rights Reserved J Q _ 4 8 0 U)
"fc nary. D o 0'. 4'• LL /4" / 3' 0 8" 5/ 1 W w
Z 4x4 W4xW4 w 3 3 % 5 O
I #4 REBARS p p 0• '•:p• Q
I 6" CENTERS o WWF (LAP WWF m Q �s �s R „ %2" ¢ a = Q
t rr 1 M
/ USF 6429 Grate I 6" ONTO FABRIC) ° o '." o'." oC -'I I-- F-- __ _ _--_ _ 3 R oc C� 00
2 1 4 ¢ x o. o. M\ a N _ o N
LOAD CLASSIFICATION:Heat/ DutyFLOW AREA 92.3in' Q• Q .Q .Q .Q 1 2'-01 6" N /'y
MATERIAL: ASTM-A48 GRAY IRON CLASS35B I p gyp, 0" : �" 0" v� :, 6 6 1/2" 1/2'� \ c
, 2 #5 BARS @ : #5 REBARS 12 3/" r 1/2"
6 z ,^ U
wGHT: CALE OPENING 1" CENTERS o 13/" O�3z. 1 rr Lu V/
CONTRACTOR MAY SUBMIT 8070191 180 CLEAR (SEE NOTES) • v • •0.• v 3/2 3'-0" �3�2f 4 /2 - z
Grate No:
ALTERNATE FOR ENGINEER 7-27-05 LOCATE OPENING Z o 0 0 0 �' a •'.�'• _ 1�srr
AS REQUIRED is -'° •' SECTION - KK W
APPROVAL. HJF (SEE NOTES) TYPICAL SECTION z 2'-111/2" 45/B„
UNLESS OTHERWISE NOTED WEIGHT IS IN POUNDS AND APPROXIMATED 6�' 'L' 6" TOP SLAB TYPICAL SECTION R
REV: 1 DATE: �j-'L1-Q� REV BY:ULS pUOTEq
MIN. MIN. OF BASE UNIT ISOMETRIC VIEW SHEET 1 OF 1 HOOD ELEVATION SHEET 1 OF 2 Lu �
PLAN TOP SLAB 840.46 840.03 Q
STORM DRAIN 2X3 DROP INLET GRATE p 2
*NOTE: ALL INLETS SHALL HAVE MIN. 12" SUMP IN EACH STRUCTURE. oc z W
NOT TO SCALE 23/4 } O IC) O
DETAIL SHOWING TYPES OF GRATES 2'-113/" ¢¢ (V z
USE ACCORDING TO WATER FLOW. B 1%2'r o v W r-I a
EXISTING GROUND L-_j _FIz
n rr n n rr rr 0 0:= O
\ \ LL
TYPE G TYPE E TYPE F M\ A A I ~_ z Lcs
u z V,
HHI OHM 1 I �9/g ¢U�0Lu F-
z \� �Kxx � COMPACTED BACKFILL TO T CD
p Q w
\/ / 98%STD. PROCTOR IF UNDER -� WATER FLOW -� SAG WATER FLOW MUM
0000000 I 9%$rr z 11-4= U
/ /\\ 10-ftmin. 10-ftmin. ------------------ - -------- - ------ -- T 04 ao
��PAVEMENT uJ
B 1/2rr 13/rr r o
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PARKING LOT TOP OF BASIN EL. 595.00 TOP OF BASIN EL. 595.00 ----------------------- -
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ON A LAYER OF 4"NCDOT#5 OR#57 USE SPILL OR STD SLOPE PER GRADES 2. CHAMFER ALL EXPOSED CORNERS 3/" SHEET 1 OF 1
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STONE(t) 310.02 SEALCARo Z� /r
STANDARD 24 CURB SECTION
3.0" (2 LIFTS OF 1.5")- S9.5B SURFACE IN
RIP-RAP APRON SCHEDULE NOT TO SCALE 'J e Q�
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PIPE DIA. LENGTH, La PIPE OUTLET DOWNSTREAM STONE THICKNESS NCDOT SPECIFICATIONS ( � _ e 034354 -
RIPRAP LOCATIONS 6.0"-AGGREGATE BASE COURSE v ,
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COMPACTED IN ACCORDANCE WITH THE % �cs °°°°° 5�`
GEOTECHNICAL REPORT
GROOVED CONTRACTION HW 100 24" 10 6.0 12 13.5" GEOTECHNICAL REPORT
JOINT 51-011 /\/\/\/\/\/\/\/\/\/\/\�
HW 200 24" 15 6.0 12 13.5" \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\\ \\ \ \ \ \ COMPACTED SU BG RADE IN n 211912024
INC 211 DRIVEWAY PIPE 15" 5 3.75 6.25 13.5" / / / / / / / / / /�/� COMPACTED SUBGRADE IN ��//�//�//�//�//�/j�/ / / /j ACCORDANCE WITH THE I--i
PLAN VIEW \\/\\/\\/\\i\\i\\i\\i\\i\\/\\/\\/. ACCORDANCE WITH THE GEOTECHNICAL REPORT
INC 73 DRIVEWAY PIPE 15" 5 3.75 6.25 13.5" GEOTECHNICAL REPORT
-
CONCRETE SIDEWALK DETAILS 11 - LIGHT DUTY ASPHALT PAVEMENT SECTION 10 HEAVY DUTY ASPHALT PAVEMENT SECTIONS - 3 ,00
NOT TO SCALE RI P-RAP APRON DETAI L NOT TO SCALE NOT TO SCALE 3 of 3
NOT TO SCALE
rp El JOB#: 23170.PE