SW6140802_APPROVED PLANS_20140902 (2)

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

VICINITY MAP (N.T.S.)
PLAN SHEET INDEX
DEMO PLAN
SITE PLAN
GRADING & EROSION CONTROL PLAN
POND DETAIL
UTILITY PLAN
PLAN & PROFILE - SEWER
PLAN & PROFILE - WATER
DETAILS
LANDSCAPE PLAN
Crawford Design Company © Copyright 2014 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
PROPERTY INFORMATION
C100
C200
C300
C301
C400
C401
C402
C500-0505
L100
Prot.ertyIdentficationNumber ; 0513-08-4910 (m Owner ,Liberty Baptist Church
I<
PropertyAddresoLocation- 1625 Ray Road, Spring Lake, NC 28390 OwnerICltentAddtess j1625 RBy Road, Spring Lake, NC 28390
Owner / Client Phone &Fax Ph_: (910) 4975315
GENERAL NOTES
ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION
INDICATED ON THIS SHEET SHALL APPLIED TO ALL CONTRACT DOCUMENTS
AND SHEETS IN THIS SET.
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB
SITE.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
BENCHMARK IS AN EXISTING IRON PIPE LOCATED SOUTH OF PROJECT SITE, AND HAVING AN
ELEVATION OF 302.81)
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE
NOTED.
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE
GENERAL AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE
LOG WILL FOLLOW RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, THE LOG MAY BE SHOWN
IN CERTAIN LOCATIONS FOR READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL
CONTACT THE OWNER'S REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION
OF THE LOG PRIOR TO BID AND PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS SHOWN ON THESE
PLANS THAT DO NOT SPECIFICALLY STATE 'NOT -IN -CONTRACT (NIC)' SHALL BE INCLUDED IN THE BID
COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE LOG BOUNDARY.
5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED
BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE OF UNDERGROUND FACILITIES
NOW IN SERVICE. LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS OR CONTRACTORS
SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR LINES
BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. AT LEAST 48-HOURS PRIOR TO ANY
CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL
CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR FIELD -LOCATE THEIR
RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER-1-800-632-4949). ALL DAMAGE
INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL BE REPAIRED AT THE
GENERAL CONTRACTORS EXPENSE
6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE
7. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE
REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES (NCDENR). THE GENERAL CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL
LOCAL, STATE AND FEDERAL REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF
SEDIMENT OFF -SITE DURING, INCLUDING THE PLACEMENT AND MAINTENANCE OF CONTROL
MEASURES. ALL MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST WHETHER
SPECIFICALLY INDICATED OR NOT.
8. ALL PARKING STRIPES SHALL BE 4' WIDE AND SHALL BE MARKED WITH STANDARD WHITE TRAFFIC
PAINT. ALL ISLANDS AND TRAFFIC ARROWS SHALL BE MARKED WITH STANDARD WHITE TRAFFIC
PAINT.
S. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL SPRING LAKE, HARNETT COUNTY & STATE
REQUIREMENTS.
10. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE
SEEDED AND STABILIZED PER SPECIFICATIONS.
11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, & SIGNAGE SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR AND INSTALLED PER FEDERAL, STATE, AND LOCAL REQUIREMENTS UNDER THE
AMERICANS WITH DISABILITIES ACT (ADA). STANDARD R7-8 RESERVED PARKING AND MAXIMUM
PENALTY $250 NCGS 20.37.6 SIGNS MUST BE INSTALLED IN FRONT OF ALLACCESSIBLE PARKING
SPACES. "VAN ACCESSIBLE" SIGNS MUST BE PROVIDED IN FRONT OF THE VAN ACCESSIBLE PARKING
SPACE(S).
12. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED,
INSTALLED AND MAINTAINED IN COMFORMANCE WITH THE STANDARDS SET FORTH IN THE NORTH
CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
13. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR,
RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR RELOCATE ALL
MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE A
CLEAN SITE FOR THE INSTALLATION OF THE NEW IMPROVEMENTS.
14. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY ECLS - ANGIER, INC - 910478.6788
15. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TREE PROTECTION
FENCING AROUND ALL "AT -RISK" TREES WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY
WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT. TREE PROTECTION FENCING SHALL BE
INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITIES, AND
SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT UNTIL FINAL
SITE INSPECTION. REFER TO CONSTRUCTION PLAN DETAIL SHEETS FOR TREE PROTECTION
DETAIL(S).
16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL & NATURAL RESOURCES & THE NORTH CAROLINA DEPARTMENT OF WATER
QUALITY FOR APPROVAL TO REMOVE ALL CONSTRUCTED TEMPORARY & PERMANENT EROSION &
SEDIMENTATION CONTROL MEASURES, AND FOR THE APPROVAL OF PERMANENT GROUND COVER.
17. CONTRACTOR SHALL INSTALL A RAIN GAUGE AND MAINTAIN A MONITORING LOG ACCORDING TO
NCDENR REQUIREMENTS UNTIL THE AGENCY HAS RELEASED THE SITE.
18. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING
THE CONSTRUCTION OF IMPROVEMENTS IN THE RIGHT-OF-WAY.
19. CONTRACTOR SHALL PROVIDE RED -LINE PRINTS OF ALL CHANGES AND MODIFICATIONS. THIS
INFORMATION SHALL BE PROVIDED TO THE DESIGNER OF RECORD AT THE TIME OF SUBSTANTIAL
COMPLETION.
20. CONTRACTOR SHALL INSTALL 6-FT HIGH TEMPORARY CHAIN LINK CONSTRUCTION FENCING IN ALL
AREAS WHERE DIRECT ACCESS TO CONSTRUCTION ACTIVITY IS POSSIBLE, AND SHALL BE
MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE
OWNER REGARDING THE LOCATION OF THE CONSTRUCTION FENCE AND PEDESTRIAN TRAFFIC
CONTROL DURING CONSTRUCTION. ALL FENCING SHALL BE INCLUDED IN THE BID COST WHETHER
SPECIFICALLY INDICATED OR NOT.
23. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO BE SEALED BYA PROFESSIONAL LAND
SURVEYOR INDICATING THE TOPOGRAPHY OF THE STORM WATER POND AT ONE -FOOT CONTOUR
INTERVALS. THEY ALSO SHALL PROVIDE THEIR DRAWING IN AN ELECTRONIC VERSION. THE
FOLLOWING MINIMUM INFORMATION SHALL ALSO BE INCLUDED: TOP AND BOTTOM ELEVATIONS, SIDE
SLOPES, INVERTS, WEIR LOCATION AND ELEVATION, ORIFICE, PIPE SIZES AND LOCATIONS, OUTFALL
STRUCTURE, AND DIAMETER AND INVERT OF OUTFALL STRUCTURE ORIFICE. PRIOR TO SENDING THE
REQUIRED DRAWING, THE CONTRACTOR SHALL CHECK AND ADJUST ALL POND COMPONENTS TO
COMPLY WITH CONTRACT DOCUMENT. ANY RECORD DRAWINGS SUBMITTED THAT DOES NOT
COMPLY WITH THE CONTRACT DOCUMENTS SHALL BE REJECTED WITHOUT COMMENT. THE
CONTRACTOR SHALL BE CHARGE $800 PER ADDITIONAL REVIEW. UNLESS WRITTEN AUTHORIZATION
IS GIVEN BY THE DESIGNER, THE CONTRACTOR CANNOT DEVIATE FROM THE DESIGN. THE
CONTRACTOR SHALL HAVE A MANDATORY PRE-INSTLALLATION CONFERENCE PRIOR TO THE
CONSTRUCTION OF THE POND.
24. CONTRACTOR SHALL NOTIFY DESIGNER PRIOR THE STORM WATER POND INSTALLATION.
25. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS ON SITE. DURING
CONSTRUCTION.
LEGEND
/ KEY
':EXISTING
NEW
CABLE/TELEVISION
CA
CA
NOTE BUBBLE(GRADING)
CENTER LINE
CONTOUR LINE
- -- - too---
100-
NOTE SUBBLE(SRE)
DIVERSION BERM
- WA
--♦TDB--4-
EASEMENT
- - - - - - - -
NOTE BUBBLE DUOurn
FENCE
x
x
FIBEROPIID
FD
FG
FORCE WIN
FM
FM
PLUG
NATURALGAS
G
G
UMrrSWCONSRNCTION
WA
LOG-
OVER H
'TrUNE
D ELECTRIC
OE
OE
------------♦
POROUS BAFFLES
P
PROPE
V UNE(ADUCENT)
O- -O
WA
RAIL RO
UTRACN5
n u,u,,,lulnt
l-ffflTflTITCTrrT
rrr,nnnnu,iL
T'1"1"1"ITtmffTlTiT
POST INDICATORVALVE
RIGHT
- WAY
- R/ W -
- R/ w
SANrARV
sEwae
do-- S -44
-t S
POWER /TELEPHONE POLE
SEDIMIEUMINCE
WA
ar-t• SF �
SLOPE I
RAN
WA
--4N SPD -4-
REDUCER/INCREASER
SUUDGt
RETURN LINE
SR
SR
STORM
RMN
14 SD -4
SD If
RIDGE LINE
SWALP
DITCH LINE
_4__
TELEP
LE
T
T
UNDERE
ROUND ELECTRIC
UE
UE
ROCKDRMIWEIR
WATER
W
W
ROCK PIPE INLET
LT MERIT
_ _
PROTECTION
(A LANNUARC)
E - - - -
MPHA[T PAVEMENT IHEAW
ASPH
Qum
E
WA F_-.==EE=-=
C
SIGNNGE
CONCRF7E
j
_ _ _ _ J
TELEPHONE PEDESTAL
GRASS/SOD
WA _ _
TREE/SHRUB
GRAVEL
E
GRAVELCCNST. ENTRANCE
N/A
TRENCH DRAIN
r ,
PAVERS
L----__-J
WATERMETER/VAULT
SEDIMENTTRAP
N/A
}�T�
' ' ' 'F '
WATER VALVE
SOIL -
WA
E
WHEELSTOP
- _ -
VELDCITYDISSIPATKIN/RIP
RAP PRT'e IS ON
YARD WIET
WETIANCAREA
ACCESSIEIE RAMP
4-
III III
�
AREA UG:T
BACKFLLW PREVENNON
ABBEMBLI
BEND
WA
�r
BLOCK&GRAVELINLET
WA
II ®" .,'
PROTECTION
L J)
CHECKDAM
WA
'` "♦ ►''
CLEAN 0.. r
)
CUROA CK)TTEE
CURB& ELM ER (SPILLOFF)
WA
CURSINLET
im
DROP INLET
IM]
MR
1-
DUMPSrER UNIT
I-+L JI
ELECTRICALTRINEFORMEt
FIRE HYDRANT ASSEMBLY
g
J<
FLARED END SECTION
t� I
GASMETFR--®I
■
GAB VALVE-
GRAOEBULVEE
(TDFAEIEVATIaN)
+100.00
100.00
GRADE BUBBLE
(RNISHtanoe)
-E 100.00
100.0D
GUY.VdRE
C___
E-
KARDVAREClOTH&GRAVEL
WA
HEAD WALL
O
JUNCIION BOX
LIFT STATION
101
O
MANHOLE
O
O
NOTEBUBSLE(DEMOLmON)
WA
ABBREVIATIONS
-- - - - - - -
-EXISTING :r; :NEW --:1 Abbreviation: Description.Abbrevfatibn DBscription -
NIA Q A/C AIR CONDITIONING L LENGTH, LEFT
ADJ ADJACENT LF LINEAR FOOT
WA O AFF ABOVE FINISH FLOOR LFT LEFT
WA O AL AREA LIGHT
APX APPROXIMATE MAX MAXIMUM
ASBY ASSEMBLY MIN MINIMUM
ASPH ASPHALT MISC MISCELLANEOUS
NIA ••t•••••t ••I ••••••• AUTO AUTOMATIC MON MONUMENT
••I••••.I....•t•••. •.• 4 -
B.O. BLOW -OFF NIC NOT IN CONTRACT
B.Y. BALL VALVE NTS NOT TO SCALE "+
_o- 13 W BETWEEN
BFF BELOW FINISH FLOOR O.C. ON CENTER $ C
ED BLDG o,JILDING O/H OVER HEAD
10, BOC BACK OF CURB
WA BOW BOTTOM OF WALL PC POINT OF CURVATURE
- • J BX BOX PI POINT OF INTERSECTION
WA PIV POST INDICATION VALVE
CF CUBIC FOOT PP POWER POLE
CI CURB INLET PT POINT OF TANGENCY
N/A �--Q CL CENTERLINE PVC POLYVINYL CHLORIDE
CMS CONCRETE MONUMENT SET PVMT PAVEMENT
-o- -Tr- CMU CONCRETE MASONARY UNIT
GONG CONCRETE R RADIUS, RIGHT
0 CONSTR CONSTRUCTION R.J. RESTRAINED JOINT
'o CONTR CONTRACTOR RIW RIGHT OF WAY
BB
CTI CAST IRON RCP REINFORCED CONCRETE PIPE
CY .:781C YARD RDCO ROOF DRAIN CLEAN OUT
RED REDUCED
D DEPTH REM REMOVE
-� -■ DEMO DEMOLISH (DEMOLITION) RNF REINFORCE
DI DUCTILE IRON ROD REQUIRED
------ 104- DIA DIAMETER RQMT REQUIREMENT
O _ _ Z! O DIM DIMENSION RT RIGHT
DWG DRAWING RWM RIGHT OF WAY MARKER
1220 FORT BRAGG ROAD
SUITE 200A
P. O. BOX 53928
FAYETTEVILLE, NC 28305
TELE: [phone]
EMAIL- goetrarchitect®earthlinlcnet
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering • Southern Pines, NC
116 N. Cad Spring Street- Fatettevills, NC 26301
Voice 91622I-0m1- For 910.221-0035
www.crawForddsn.co,a
k
ECM
EXISTING CONCRETE MONUMENT
SCH
SCHEDULE
EIP
EXISTING IRON PIPE
SD
STORM DRAIN
EIS
EXISTING IRON STAKE
SDCO
STORM DRAIN CLEAN OUT
r-I
EL-CTRIC (ELECTRICALLY)
SDMH
STORM DRAIN MANHOLE
ELEV
ELEVATION
SED
SEDIMENT
ELMH
ELECTRICAL MANHOLE
SF
SQUAREFOOT
ENCL
-:'CLOSURE
SLV
SLEEVE
-
EOC
-ACE OF CONCRETE
SPEC
SPECIFICATION
EDP
. j?QVEMENT
SQ
SQUARE
EQPT
II.-C=-NT
SS
SANITARY SEINER
ESMT
FAEEM. NT
SSCO
SANITARY SEWER CLEAN OUT
EX
C�'iSTING
SSMH
SANITARY SEWER MANHOLE
EXCV
EXCAVATE MXCAVATION)
STA
STATION
[[�
LIBERTY
EXT
EXTERIOR
STD
STANDARD
STOR
STORAGE
BAPTIST
FES
FLARED END SECTION
STSL
STAINLESS STEEL
CHURCH
FFE
FINISH FLOOR ELEVATION
BY
SQUARE YARD
1625 RAY ROAD
FH FIRE HYDRANT
FIN
FINISH
TBM
TEMPORARY BENCHMARK
SPRING LAKE, NORTH CAROLINA
FUR
FLOOR
TEL
TELEPHONE
NEW WORSHIP CENTER
FNC
FENCE
TEMP
TEMPORARY
FO
FIBER OPTIC
THK
THICK
TELEPHONE MANHOLE
r y
�� •/�� Cs P/y
F013X
FIBER OPTIC BOX
TMH
Storm,erater Permit DOCUMOtItS
FOG
FACE OF CURB
TOG
TOP OF GRATE
pproved
onstruction in accordance with these documents is
FT
FOOT
TOH
TOP OF HOOD
squired by the stormwater permit. North Caro"
system designer
TOP ELEVATION
las require that the stormwater
during construction; certify Conformity with the
TOP
nspect
Tans and specs; and certify compliance with the
G.V.
^ATE VALVE
TOW
TOP OF WALL
tormwater rula. (15A NCAC 2H .1008 (i) )
GA
GAUGE
TPED
TELEPHONE PEDESTAL
rml # S 0 O Date
GALV
GALVANIZE
TS&V
TAPPING SADDLE & VALVE
- > ivision of
Sheet Revision Data���1�
GND
GROUND
TTE
TIE TO EXISTING
GRAV
GRAVEL
TYP
TYPICAL
HDPE
HIGH DENSITY POLYETHYLENE
U/G
UNDER GROUND
HORZ
110RIZONTAL
UTIL
UTILITY
HT
HEIGHT
WAG
HEATING IVENTIIATIING/A/C
VAL
VALVE
GENERAL NOTES, LEGEND,&
ABBREVIATIONS
HVD
HEAVY DUTY
VERT
VERTICAL
HW
HEAD WALL
W/
WITH
IN
INCH
W/O
WITHOUT
INT
I':TERIOR
WL
WATER LINE
INV
INVERT
WM
WATER MAIN, WATER METER
ISS
IRON STAKE SET
WWF
WELDED WIRE FABRIC
JB
JUNCTION BOX
YI
YARD INLET
DR WOO SPELFICARO6 AND THE OEM ARE ALAI
SHALL REMAIN TrE PFR PRaiITI ' OF E ARCHnEcr.
JNT
JOINT
MEnER TIE PRI ECT FOR NCW THEY ARE
PREPARED, 6 EIEMDI OR NWT. THE DRAN96S
AIM SPEORCAMIS SHALL HOT BE a9:D BY TIE
PROECT UNDER OR ANY OTHER PARTY FOR OTHER
PBO.ECIS. AIMMONS TO THE PROJECT. OR raft
OMLLI RI OF TITS PROJECT 0XIFT BY AORET3FNT
IN NTBTMIG AND WTH APPROPRIATE COMPENSATION
TO THE ARCHITECT.
ADA AND LEGAL DISCLAIMER
INS DOCW" 6 NOT TIED TO COMPLY FITH
ALL
�SRuSRI DISABILITIES (ADA) OOTIEE i
AND ENGNEERS ARB NOT UOF3F.FD TO INTERPRET LAWS
w om AOMI£ CONLEAIDNG IARS THE OMEN SHOIIID
RAW T OOOBBRT FeAW W M ATIOOEY m
DEMME F IT COWU S MEN ADA AND OTHER LAW
tannin
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO.
DATE: JUNE 03, 2014

Crawford
© Copyright 2014 — All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The owner or any other parties shau not use the work on tuts or any project except oy a proper agreernenL dnu dPPrUPFIaLe cUIIIPCI oduANi.
0
it
0
VICINITY MAP(N.T.S.)�'
DEMOLITON NOTES
t❑
REMOVE TREE LINE
�2
REMOVE BUILDING
Q
DEMO FENCE
®
DEMO EXISTING ROAD
�5 REMOVE EXISTING GRAVEL
© REMOVE AREA LIGHT
7❑ REMOVE SANITARY SEWER LINES
ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON
SHEET C001 SHALL APPLY TO THIS PLAN
i
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120
LANDSCAPE ARCHITECTURE
ENGINEEWNG
PLANNING
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
116 N. Cod 5pting Slrtd- FayeltevillG NC 28MI
VOIM910.221-01113-F=91M1221-0015
w w w. c r a w F o r d d s n. c oan
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
DEMO PLAN
DRAWINGS. SPEOFIOARONS MIT THE DESIGN ME AND
SHALL mum THE PROPOrn OF THE AROATECT,
"no THE ""a POt mom THEY ARE
PREPARED S EXECUTED OR NOT. THE OR ae=
NO SPEOR ARON5 SRR L NOT BE M BY THE
PROJECT ONNER OR ANY OTHER PAMY FOIL OTHER
PROJECTS. ADDITIONS TO THIS PROJECT. OR FOR
COWiEDORL M THIS PROJECT EXCEPT BY AGREFIANT
IN mPo AND 11714 APPROPRIATE COMPENSATION
TO THE ARCHITECT.
ADA AND LEGAL DISCLAIMER
TINS 0001119!r IS NOT REPRESENTED TO CONPLY am
ISat cT ((sJm) �OIIEA tma. AACICY�IEC STM m J
Me ENQRINS ME NOT LICENSED 10 MRIFREG IME;
ON GRE ADVICE CONCERNING LAWS THE OWNER SHOIIII
HAW THIS nOORmNO REVIEWED BY HIS ATTORNEY TO
INTERIM& F 0 COMPLIES MIN AM Nm OTHER LAMS
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO.
C100
►N
GRAPHIC SCALE (IN FEET) T Incn =
DATE: JUNE 03, 2014

Crawford Design
2014 — All
and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and
compensation.
VICINITY MAP(N.T.S.) o
SITE NOTE"
, INSTALL ASPHALT PAVEMENT (SEE SHT. C501, #1)
2 INSTALL GRAVEL PAVEMENT (SEE SHT. C501, #2)
3 CONSTRUCT STANDARD SIDEWALK (SEE SHT. C501, #9)
® CONSTRUCT TURN -DOWN SIDEWALK (SEE SHT. C501, #8)
5Q CONSTRUCT ACCESSIBILITY RAMP (SEE SHT. C501, #3)
© INSTALL ACCESSIBILITY SIGNAGE (SEE SHT. C501, #5)
70 PAINTED STRIPING (SEE SHT. C501, #5)
a 45 PAINTED STRIPING (SEE SHT. C501, #5)
e CONSTRUCT 24-IN CURS & GUTTER (SEE SHT. C501, #4)
to INSTALL WHEEL STOPS (SEE SHT. C501, #15)
1 t CONSTRUCT 15' CONCRETE CURB TAPER (SEE SHT. C501, #7)
ADDITIONAL NOTES
1. ALL GENERAL NOTES ABBREVIATIONS SYMBOLS AND OTHER INFORMATION INDICATED ON
SHEET COW SHALL APPLY TO THIS PLAN '
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+ + + + + + + + + + + + + + f
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+ + + t T T T T T t t + + / .. J...... 7 - /.. yL>. .5 e lt� p.•:
t+++t++++++tt D D ..�.'`:::: :: .....:�
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+ t + t t t t + + + + t _ 4.5'k 'rya
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+ + + + + Op•. • . �.::.. `::- -:... .. .� FOGF .'28 �.. :•�: 4.5'R.. SOD, . •4
A
L-25.97 Fa16.50' ... /1' _
S21'191TE 2333 :.10 .. - ?0.0•.. % �/ Air -•:.�:' ::•: ':-:•:::... .p0,
1�
EX. WOODLINE
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4.5'R ' - .. ,•' I ?4 / , : � -
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h�
4.5R'� 70 " sat
EX. WOODLNE
o
Q- 5 R •• /(n/ L=25.9Z 11-'I6,517
0 \I'
/Cj
J �
EXISTING IRON PIPE
ELEV.=302.80
EIP
r,
/
EX. PARKING I I I
:a
r_ Ot
/
/
ALTERNATE SIDEWALK
& CANOPY
iDEWALK / T—
/
012
EX. BUILDING
ING
/
/
30 60
E.:
Al
1220 FORT BRAGG ROAD
SUITE 200A
P. 0. BOX 53928
FAYETTEVILLE, NC 28305
TELE: [phone]
EMAIL• goetzorchitect®eorthl-mkllet
RNI'a p a W
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
Landscape mchitectsee ♦ Fayetteville, NC
Civil Engiaeering ♦ Southern Pines, NC
116 N. CmlSpdng SNIW- Fa,encd0e• NC2a3M
Voles• 910.221.0033 - Fa 910-M-11035
w w w. c r a w I o r d d s n. c o m
ents
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LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
-. - .__.----..-_zw...
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— as Ina
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sivawnooP E74aI1b U7. lAo.idd•d
s{wBwn300 11wJ a1e,a.E r1� F
SITE PLAN
OMMG% SPECIFICATIONS AND
THE DESIGN ARE AND
SHALL REWIN TIE FFMEM GF ME ARCWECT.
PREPARED
IS EXECUTE FOR NOT. H Er AIIE
PNIPSPECIFICATIONS
EC IS EXECUTED OR NOT. THE D BY SHE
AND PROJECT
O OWNER
O SHALL NOT 4E USED BY OR
PROUCT . N OR ANY DUEN PARTY OR OR
PItCECifi, OF TH PTO THIS P T BY AGREEMENT FOR
T IMITTIW1 ANTIS WIDEPR PRIAT CI ISPIN
W NHE A AND WTI APPROPRIATE COMPENSATON
T) 1lIE ARdnEcr.
ADA AND LEGAL DISCLAIMER
THIS ODNNDIT LS NOT RIFT ESENTED T r y w
ALL IEDIIIELID114 CWIAWFD IN 111E AMERICANS NTH
WSABt11Es ACT (ADA) OR OTHER TANS ARCIRRECTS
AND ENQNE VIS ARE NOT UCENSD1 TD WTIEREf LAWS
OR OnE ADVICE CIwCDN "M THE ON ER 9f01NID
HAW TIS DOCIMIWT ASYEl1ED BY HIS ATiOWEY M
DEW NWE F IT MIgUS UN ADA AND OTHER GUNS.
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO.
C200
GRAPHIC SCALE
(IN FEET)
DATE: JUNE 03, 2014

Crawford
:ompany © Copyright 2014 — All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
cn
Go
Z
Z
0
iR
0
U
Z
VICINITY MAP(N.T.S.)
GRADING / EROSION CONTROL NOTE
1 INSTALL GRAVEL CONSTRUCTION ENTRANCE (SEE SHT. C500, #5) _
2 CONSTRUCT SWALE (SEE SHT. C500, #6) ,(
3 T I E =GRNTD
4 INSTALL TEMPORARY DIVERSION BERM ER IS REQ'D (SEE SHT. C500, #75 INSTALL HARDWARE CLOTH AND GRAVEONW/ POROUS BAFFLES SEE SHT. C500, #96 NS U C C (S S: 1
7 7 DAY GROUND STABILIZATION AREAS TO INCLUDE DIVERSION BERMS & AREAS
GREATER THAN 2 : 1 (SEE SHT. C-301)
8 VELOCITY DISSIPATOR (SEE SHT. C500, #10)
9 ROOF DRAIN LOCATIONS (SEE ARCH. PLANS)
ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON
SHEET C001 SHALL APPLY TO THIS PLAN
2 PURSUANT TO G.S. 11 3A57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED
AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATION COVER IF ANY SEEDING FAILURE OCCURS,
THOSE AREAS SHALL BE RESEEDED WITH RYE GRAIN FOR TEMPORARY STABILIZATION AND
PREPARED FOR PERMANENT SEEDING.
3. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES & MAINTENANCE.
4. CONTACTPERSON: Liberty Baptist Church- [phone]
5. PARCEL IDENTIFICATION NUMBER(S): 0513-08-4910
6. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES ONLY AFTER
REMOVAL HAS BE APPROVED BY DENR
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENTATION
CONTROL MONITORING ACCORDING TO NPDES PERMIT REQUIREMENTS. Q
8. SEE SHEET C500 FOR TEMPORARY & PERMANENT SEEDING REQUIREMENTS.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE -CONSTRUCTION
-CONFERENCE.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
3. CLEAR & GRUB PROJECT SITE. CONSTRUCT TEMPORARY DIVERSION BERMS, TEMPORARY
SEDIMENT FENCING, AND HARDWARE CLOTH & GRAVEL OUTLETS AS AREAS ARE BEING
DISTURBED.
4. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS.
5. ROUGH GRADE THE PROPOSED PARKING FACILITY AND SITE. INSTALL BUILDING PAD.
6. INSTALL WATER AND SANITARY SEWER UTILITIES.
7. INSTALL CONCRETE SIDEWALKS AND CURB &GUTTER
8. FINE GRADE PARKING FACILITY AND INSTALL ASPHALT & GRAVEL PAVEMENT.
9. FINE GRADE REMAINING DISTURBED AREAS AND APPLY TEMPORARY SEEDING.
1G. CONSTRUCT AND STABILIZE THE STORM WATER WETLANDS. INSTALL RELATED STORM
DRAINAGE TO INCLUDE PERMANENT VELOCITY DISSIPATER(S) AS SHOWN ON PLANS.
11. APPLY PERMANENT SEEDING (GROUND COVER) TO ALL DISTURBED AREAS.
12 TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR REMOVAL OF ALL
TEMPORARY EROSION CONTROL MEASURES BY NCDENR HAS BEEN OBTAINED.
Sits Area
Stabilization
Stabilization
Description
Time Frame
Time Frame
Exceptions
Perimeter
dikes, swales,
7 days
None
ditches and
slopes
High Quality
Water (HQW)
7 days
None
Zones
If slopes are 10'
or less in length
Slopes steeper
7 days
and are not
than 3:1
steeperthan
2:1, 14 days
are allowed
7-days for
Slopes 3:1 or
14 days
slopes greater
flatter
than 50 feet in
length
None (except
All other areas
for perimeters
with slopes
14 days
and HQW
flatter than 4:1
Zones)
• 'Extensions of time may be approved by the pernilting authority
based on weather or other site_spearic condition that make
cornplianoe impracticable.' (Sectio II.B(2Xb))
9
+ 2110,57
EX. SSMH
TOP=291.87
INV.=286.71 (OUT)
I
HARDWARE CLOTH-%
HARDWARE CLOTH -
WEIR LENGTH-4' .
BASIN RADIUS-28'
BASIN BEPTH-3'
BASIN BEPTH=3'
15 30
00
+ 29576
1 297.13
297.86
+ 297.79
z9noo
29a16
(�y,3,,011.24
/ 301LW ,
+ 30255
WAR
e
1 302
+ 301.
225
301.53
T- OMAS GOETZ
PAPPIP-
L'r4
A R C H I T E C T
1220 FORT BRAGG ROAD
SUITE 200A
P. 0. BOX 53928
FAYETTEVILLE, NC 28305
TELE: [phone]
EMAIL• goetromhitecMeorthlinknet
W 1�,J11.L
LANDSCAPE ARCER TECT URE
ENGINEERING
PLANNING
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
116 N. Cad Spdng Suisse- Fayetteville, NC 263U1
Voice 91Q221-OM3-Fax 910Zri-O 3S
w w w. c r a w f o r d d a n. c ore
roved Storr.,rater Pe' :nit Documents
traction in accordance with these documents is
red by the stormwater permit. North Carolina
requko that the stormwater system designer -
wt during construction, Certify conformity with the
and specs; and certify compliance with the
lwaler rules. 15A NCAC 2H .1008 (1)'
lit#S / D $D.2- Date z -& --
of Waft, Od"li%
,t # _._Recision Date �
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
GRADING / EROSION CONTROL PLAN'
:rai:9
1 ATC 07-23 4 Added For. eases and hi l
oaAlR m SPE NWARONS AND DE "M ARE AND
SHALL 11E9A91 11E PNOPERTT M 11E ARaa1E13.
ssE11EP TE FPO.ER FIR rAsa1111EY AIE
PI9PAIED 6 E9:aPm of IDE 11E ORAYf1p$
AID �E6wATcl6 $NHL NOr ff 115m BY 11E
Paa ECr OMIEA ON NIY OTIEP T FOTTER
MiQEC15, A111EX11oN5 TO 7145 PROJECT, OR11 FQi
All M lal OF 1a5 l APPit F FINAT BY AaEDErrr
T RRIi1N9 AID YAM APPROPPIAIE WIDENS/TON
t0 TiE AROaIECT.
ADA AND LEGAL DISCLAIMER
nets ooallnrt a rwr �rT9 ro Wlnr rnx
)AOA�On�TEP u 6'�1ARW�IECIwSM
AID E71aEaa ARE NOr ucEx4D TO R1ERRaT LAnS
m a3E Ao9W cnxLt: •lsaxc urs 11E oISEP swan
NA`E Aa5 OpaNEI1T IEMEIED BY 16 ATIaBEY 10
a7FP1a1E a r WwTs 111N ADA ANo oTER u1S
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION: 07/23/14
SHEET NO.
C300
120
DATE: JULY 14, 2014
GRAPHIC SCALE
( IN FEET)
1 inch = 30 ft.

Crawford Design Company © Copyright 2014 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
i
Top Mounted
Trash Rack
J I Ripmp Velocity j / j /" - -
I dor
Ue ClassARip2p / iuttttdtttd
I Extend to Properly Line /� / • - YY
t 3a Long x 35' Wide 32 LF 18' RCP
r, Outlet Pipe @
18' RCP FES-1.56%Slope / Side Moun
Ire. 295.51Y/ i 295 299 �• - ' - Trash Rack (fyp.)
Berm to prevent
g^ o Deep Pool shortcircuiting 1
o 3 FL Deep 299 of the device �'-.� �rLAN VIEW
298
/ 7
Deep Pool Foreb8Y
Riser Structure
Riser structure nesil n $trimly,
Ilan
Values
Ekvalion
TOW #
Sim
RlserStnc9ne
rate
1
4'xr
Top of structure
297.50
nfa
Na
Bolbm Ofstucm
294.00
Nor
nfa
Ore omm Oriaco
296.50
1
1.75'0
secondary OrYxe
Na
0
0
Outlet Pipe
296.00
1
16 RCP
I ' f ig cySpillway I L% W / / W W W W 3 FL Deep
10 FL Wrde using Tat
.•,.
Reinforced Mating I i �' % W � � - 2' PVC CrossUP
/ R, -
45c4' Precis) �f
Concrete Riser I W W 1 1 W /...•.'- - ;�I ' 2' PVC
Rim - 297.50' (TPE) -� - 'lice Elev.
1.75' Orifice Inv. 296.50'(PPE)I .. • s+„r
10.00' W `� / W Shallow Water Threaded • ..'. Y.-'..,
18' fro. Out = 296JxY I I ore ✓\ Depth Between - - with 1.75'0 Hole ems•
Riser Min. Inv. = 294.00' I W W N , W W W "' N / T-r Below PPE -- ' at PPE Elevation
SECTION VIEW- DRAW DOWN ORIFICE
/ I I Shallow Wats W W 1 , W W / W - - , \\\ xrS
3W gP RISER STRUCTURE - 2-ft x 4-ft - NO WEIR - 3-SI
I MOTTO
N Shallow Land
I I Shadow Land I / W \ y/ W W W / •• _
i I W W W •
Pmposed Parking
I I I I 1 \\ W W W W /W / - •
I Shallow Water .
Depth Between
I I \ 3'-6'-1 -,.-PPE .
Min. 4. :5 SfTo\tal
IW Ar
I Shallow Land
I - , . - J- - • . -. - �PLAN VIEW
ji I 1 I % ./ •. • • •'� - .. - .. General Notes:
PROFILE - STORM WATER WETLANDS 1. See Design Plans forspecRed dimensions of Concrete Riser.
Stale: 1'=27 Z. Trash Rack dimension criteria specified Is approximate and varies by manufacturer.
3. Installation of Trash Rack shall be according to manufacturers recomrtrendateriS.
4. All mconting hardware shall be of stainless steel or other noftmmosivie material.
ISOMETRIC VIEW
KTS
6'
6'
Trash Rack
I I
I I
I I
J,-
J,-
Comr. Riser
structure
rxete Shelf L
I I Anti Floatation
01
n
6'
6'
Top Mounted
Trash Red
I I
I IL
I
I
Mown Elev.:296.50 r
Is Inv. Elev.: 296.00 - - - - L
cocreleSfreg/ � ----
AntiRoata0al I I a Riser
Shur Bev.: 294.001 Structure
2 ELEVA710NVIEW-RIGHT SIDE
KTS
4 ELEVATIONV�w-RIGHT SIDE
KTS
Additional Notes& Requirements:. THOMAS GOETZ
1. The webnd am shag not be unit for erosion control purposes. R shall be constructed aft upstream areas have been
stabilized. Rough grading may, be done prior to upstream smb➢izeton, but fical graft of wetland and Instalation of
watlandplants must bedone alerallupsheamareas amsrabibead. groughgrading Isdone early, ➢ must bestabilized
within 14 days.
2. Area around pond shall be established with permanent ground cover per specifications and vold of any bare BMW.
3. Prior to substantial completion of the project, the contractor shag remove all bug -up & deposited sediment from the
wetland and re-establish the we➢a d to design parameters & sped➢w➢ons.
4. Sediment shall be removed when 25%ofthe volume ofthe forebayishim upbysediment.
5. Install erosion control blanket on slopes above the normal pod sleeper than andforequal to 4:1(see delay
6. The Permanent Pool Elevation (PPE) of 296.50-ft shall be mainfekWd by the Installation of a natural orsynthetic Ihrer
with maximum Infiltration rate of0A1-in lvbeneath the entire bottom of the deep pools and sha➢owwamrarea. Aday
Ibtersha➢ be a minimum of 1-ft thickwilh a soils analysis submitted to and approved by the engineer prior b installation.
AsynOreic➢narsubmitslshallbeapprovedbytheengineerpriortoInslallation. Fmu(4)inchesofapprovedtopso➢
shag be added to the ➢nerto support plant grmvdL
7. All dbtrnbed areas must be planted and stabilized within 14 days of Construction.
a. Cattails shelf not beplanted. A R C H I T E C T
9. Recommended construction sequence(contractor shell submit construction squence and plan to engines for approval
prior to start of construction):
• Clem and grub area within Limits ofConstruction. 1220 FORT BRAGG ROAD
• Rough Grade to elevation 296.5(Y and install outlet structure. SUITE 200A
• SWAN all d'Isturbedareas. P. 0. BOX 53928
• Wring pianfing season (April Ist to June 15th or September lsttD September 115th), Excavate deep pools and FAYETtEVILLE, NC 28305
shallow seas and Install natural orsyntbetc liner, by soil and wetaml plants). TELE: [phone]
10. Find goading, ➢net Installation, tap sail lnsfetation, rip -rep & nud6ng and plen➢ng must be completed witldn EMAIL• goetzorcldted®earthrmk.net
14 days.
11. Post nursery care of wetland plants Is also critical. Stock must bef We*watimed and shaded before Installation.
1Z Welland planblshalbefertlizedaspersuppifeftrecammendagonwhen planted. NofuMerfelmTngofwallandplads t
should be requled. ` qu�gr►
I& Immediately aft vardiand is planted, all plantings wft and around variand shall be watered twhis per week by the
contractor. Twice perweek watering, by the contractor, shall continue for six weeks all installation.
14.Duringoneyearwarmlyperiod,wellandshagbelmpidedbycontradsrtonlhlyandanydyingldamagedpkMs = 9T?
replaced and any erasion or scouring of sell or plants repaired to prevent large scale damage to wetland. / SEAL s'
Maintenance: F c027502
Immediately alterthe Slime Water Welland Isestab➢shed,A➢pleading vditand around the perimeter ofthe welland
should be watered twice weekly If needed. until #in plants become established (coamonly six weeks). No pwbm of the
Storm Water Wetland should be fstrT¢ed after the first it" laaTvatmr that is required to establish the plants. Stable _-,•4jpnM► �t'
gnwndoovershould be ma stained in the drainage area to reduce be sed'mwrd load to Storm Water Wetland. tithe Wetland
must be drained for an emergency orto perform mainlsrafce, the ➢uslning ofsediment through the emergency drain should
bemWmhedtothe madmumExtend practical. The wedged should be Impacted crucial amonth and within 24hours seat
every storm event greater than 1.0 inches. Records of Inspection and maintenance should be kept in a known set location
and must be available upon request. Any erosion or scouring that is found shall be repaired bemedialey to avoid major
damage to this wetland.
GENERAL NOTES
NO SCALE
LANDSCAPE ARCHITECTURE
ENGINEFIMG
PLANNING
Landscape Architecture a Fayetteville, NC
Civil Engineering a Southern Pines, NC
Location
No. of
%of
Min
Zone
Key
Common Name Botanical Name
plants
Zone
Size
Notes
I -Deep Pools
A
Fragrant Water Lilly
ymp aea oclorata
10
100%
1 gal
Plant near edges of deep pools
11-Shallow
g
Softstem Bulrush
Schoenoplectustabernaemo::iarti
300
27.3%4cu.in.
Plant 10 of one type in a cluster- 2' on
center. Mix clusters of 10 in a random
manner. Place these dustsers in center
(deeper portion) of shallow water.
C
Pickerelweed
Pontedaria cordata
300
27.3%
4 cu.in.
D
Broadleaf Arrowhead
Sagittatia latifolia
106
9.1%
4 cu.in.
E
Bulltongue Arro es
Sagittatia anct o to
100
9.1%
4 cu.m.
Water
F
Lizard's Tail
Saururus cernuus
80
7.3%
4 cu.in.
Plant 10 of one type in a cluster- 2' on
G
Woolgrass
Scirpus cypermus
80
7.3%
4 cu.in.
center. Mix clusters of 10 in a rendam
H
Common Rush
Juncus spp.
80
7.3%
14 cu.in.
manner. Place these clustsers near edge of
i
-
Sedge ICarexSpp.
Total Transition & Shallow Water:
60
1,10E
5.5%
4 cu.1n.
shallow water and shallow land.
Shallow Water Recommended:
1110C
III -Shallow Land
J
Lizard's Tail Saururus cernuus
200
18.2%
4 cu.m.
plant 20 of one type in a cluster- Ton
center. Mix dusters of 20 a rendam
manner. Place these ciustsers throughout
shallow land zone.
K
Woolgrass
Scirpus cyperinus
200
18.2%
4 cu.m.
L
Common Rush
Juncus spp.
200
18.2%
4 cu.in.
M
IN
Sedge
Swamp Milk Weed
Carex Spp.
Asclepius incamata
200
]SO
18.2%
13.6%
4 cu.in.
4 cu.in.
Blue Flag Iris
_
Iris virginica
50
4.5%
1 qrt
Plant 5 of one type in a duster-2' on center.
O
P
Cardinal Flower
Lobelia cardinalis
50
4.5%
1 qrt
Mix clusters in randum manner on upper
q
Hibiscus Rosa sinensis
50
4.5%
1 qrt
edge of shallow land.
Total Temporary Water/Shallow Land:
1,100
Shallow Land Recommended:
1,100
NOTE
CONTINUE T.R.M. ONE VERTICAL FOOTABOVE
WEIR ELEVATION OR TOP OF BANK
SECfIUN VIEW G
NTS
r
716 N. Cad SpalegSaeet- Fayetlmiee, NC 203m
Voice 916221-003 - Fa 916221-0a75
w w w. c r a w( o r d d s n. c am
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
App oved Stormwater Pe-mit UocumariL�
Cons ruction in accordance with those documents is
requii ad by the stormwater permit. North Carolina
rules squire that the stormwater system designer
insp during construction; certify conformity with the
p!ans and specs, and certify compliance with the
stor , ater rules. (15A NCAC 2H 1008 0) )
0>1 tt5 U-_Datd9' / _. __
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mmN . SPEDIFEA IS ANO UIE DESIGN AIE AND
SiWL a1Ww 1NE PROPEVIT 611E ARW ..
WEOret BE PRO.EQ Fro WMM 11ET KE
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/fat SPWFlOAan SHALL IDIE E USED aT For
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cows n6. ADwmONS TO 3 EX PROJECT. OR FM
IN WREDON OF AND " N APP r p"I 8Y AQE➢mrr
IN Its A Atha "IN APPRO•RN1E CgrPENSAiION
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ADA AND LEGAL DISCLAIMER
1105 OOCIALM Is NOT RFPIESENI D iO 000tLY With
still. WOLUMOM ME JOSERIC4115
O B(ADA)A R U LAM MMFCRa
KID rNGPNfl6 AM NOT uCIDEED 10 NIIE1tleET LAMS
m t AOe6 mNGme1G #Ants w ONER SNp
HAVE 11Ga DOCUUM RL'NEMED BY HIS ATIOwffY a
DEMME IF IT oOUPM Yml ADA AND WHEN UA
JOB CODE: 13UBERTY
DRAWN BY: ABC
CHECKED BY: ABC
REVISION: 00/00/00
SHEET NO.
C301
DATE: JUNE 03, 2014

OVERHILLS RD.
SPRING LAKE, N.C. /
VICINITY MAP(N.T.s.)�
Crawford Design Company © Copyright 2014 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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1220 FORT BRAGG ROAD
SUITE 200A
P. 0. BOX 53928
FAYETTEML E, NC 28305
TELE: [phone]
EMAIL- goetrarcWted0earthlinknet
Igo e
027502 . _e
ems. �L�?/,a-
Chawbrd
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
Landscape Architecture • Fayetteville, NC
Civil Engineering ♦ Southern Pines, Ne
11R N. Cml Spdng $eocl- FayWtedlle, NC 2e301
wNre (o rd 9i0.221.0033-F•o
www.crawd s a .c om
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
ove❑ ,forn.e*titer Pe. -:nit Document:
ruction n accurtlance with these documents is
ad by the stormwater permit. North Caroline
,squirts that the stormwater system designer
:t during construction; certify conformity with the
and Specs; and certify coriptiance with the
water rule . (15A NCAC 2i .10080) )
S O Off_ Date
G D+vision of�7�tY
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DGHflERIN AN ltWr PROJECT PMT BY AGREEME
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w WtE Ai AND INRI APPRDPg1An: lAt@ENSAnG/
m THE ARtlTIIECr.
ADA AND LEGAL DISCLAIMER
INS DOCUMENT` IS NOT R04EMM 70 OWKY WA
All. RFRNI OI CONrANED MIM THE AMERICANS Witt
OSMURM ACf )E AA !a 9IAIY ARCHITECTS
AND N ADVICE
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JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION: 00/00/00
SHEET NO.
DATE: JUNE 03, 2014

Crawford Design Company © Copyright 2014 — All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the
of Crawford Design Company. The Owner or any other parties shall not use the work on this or
except by a proper agreement and appropriate
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LANDSCAPE ARCHITECTURE
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Civil Engineering • Southern Pines, NC
llE N. Cod Spring5lmct- FayeOeWiDc, NC 2B30T
Voi¢ 910221-0033 - Fa 910-221-003S
www-crawforddsn.com
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
PLAN AND PROFILE - SEWER
DRAWINGS, SPEOHGnal)S AM) THE OF51Cti AM AM
SHALL MAN THE PROPERTY OF THE ARft#=.
KEOER THE PROJECT Halt KDW THEY ARE
PREPAIJED ts EYEORm OR NOT, THE alGN9&S
A/ID SPE9RCATNNS SHNL NOT BE IITED BY 7tE
PROJECT OMIER MANY OTHER PARTY FOR OTHER
PROJECTS, MENTIONS TO TMS PROJECT. OR FOR
CWAETON OF INS PROJECT EXCEPT BY AORMA JT
IN WRITING AND NTH APPROPRIATE COMPENSATION
TD THE ARCIRIM.
ADA AND LEGAL DISCLAIMER
Tits OOLIINDIT S NOT REPRESFNTO 70 DDMN.Y Mini
pS�A)R SM ILIVIE5(ADA) OONR � M
Me ENONmS ARE NOT OCERSED TD INTERPRET LAWS
ON ONE ADVICE WNCORING LAWS. THE OWNER SHOULD
HAVE THIS COWiW REMOVED 0 HIS ATTORNEY TO
DEIERMNE JE IT COMNE'. KIN ADA MO OTHER LAMS,
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION: 00/00/00
SHEET NO.
C401
60 120
DATE: JUNE 03, 2014
1 inch = 30 ft.

Crawford Design Company © Copyright 2014 — All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the
of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and
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SUITE 200A
P. 0. BOX 53928
FAYETTEVILLE, NC 28305
TELE: [phone]
EMAIL, goetzerchitect®eorthlink.net
SEAL
027502
ugqw�Qmpmy
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
landscape Architecture 4 Fayetteville, NC
Civil Engineering 4 Southern Pines, w
116 Nice 910-2,g5nca-F. 910-22 NC 2S
Vona 9/0.221-0033 • F. 910.22. c o
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305
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
300 NEW WORSHIP CENTER
295
PLAN AND PROFILE - WATER
290
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CaIMINI0N rt 1N6111 EPFPT 6Y AGIENSA11
T 1HEMG ANO MIH APPROPR1AlE LdIPFAISATON
TO THE AROdIECT.
ADA AND LEGAL DISCLAIMER
tln5 YOOINENT ¢ NOT NEPPESE) m To mwlY 111111
INSAe TI�A (ZimAm'I � uws�EEMM
AND FMoem1S ARE NOT UGEIM 10 1111m 1 IAes
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280
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION: 00/00/00
r SHEET NO.
I'
2r5 C402
Z
64M
30 D 15 30 60 120
GRAPHIC SCALE (IN FEET) 1 Inch = 30 ft
DATE: JUNE 03, 2014

Crawford Design Company
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.11v
SEEDING No. 7CP FOR: GRASS -LINED CHANNELS; COASTAL PLAIN, LOWER PIEDMONT, AND DRY SOILS IN
THE CENTRAL PIEDMONT
SEEDING MIXTURE:
SPECIES: RATE (Iblacre):
COMMON BERMUDA GRASS 4D-80 (1-2lb/1,000 50
SEEDING DATES:
1. COASTAL PLAIN: APR.-JULY
2. PIEDMONT: APR. 15-JUNE 30
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,00lblacre GROUND
AGRICULTURAL LIMESTONE AND 500lb/acre 10-10-iG-FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE
BOTTOM OF CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY
LININGS, APPLY 4,000 Iblacre GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN
CLOG DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT AND REPAIR MULCH
FREQUENTLY. REFERTILIZE THE FOLLOWING APR. WITH 50 Iblacre NITROGEN.
1 IYChCIVtl91'
NO SCALE
Maintenance:
Maintain the gravel pad to prevent mud and sediment from leaving the construction
site. This may require periodic topdressing with 2 Inch stone. After each rainfall,
inspect any structure used to trap sediment and clean it out as necessary.
Immediately remove all objectionable materials spilled, washed, or tracked onto
public roadways.
5 a�1v,Vc1
NO SCALE
19-GAUGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
4- DIA. STEEL POST (TYP)-1
NCDOT #5 OR #57�
WASHED STONE
SUB -GRADE
FRONT ELEVATION
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION
APPROACHING THE OUTLET.
2. DRIVE 5-FT POSTS 2-FT INTO THE GROUND
SURROUNDING THE OUTLET. SPACE POSTS EVENLY
AROUND THE PERIMETER OF THE OUTLET, A
MAXIMUM OF 4-FT APART.
3. SURROUND THE POSTS WITH WIRE MESH
HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM.
PLACEING A 2-FT FLAP OF THE WIRE MESH UNDER
THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR *57 STONE)
ON A 2:1 SLOPE WITH A HEIGHT OF 16-INCHES
AROUND THE WIRE, AND SMOOTH TO AN EVEN
GRADE.
S. ONCE THE CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING
ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT
WITH GROUND COVER.
2014 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. I he Uwner or any other parties snap not use me work on Enis or any project except oy a proper agreement anti applvprlate COfnpellbduuU.
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.10a
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER & EARLY SPRING
SEEDING MIXTURE:
SPECIES: RYE (grain) ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS)
RATE : 120 lblacre 50 lblarce
'OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER
IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES:
MOUNTAINS: ABOVE 2500 FT- FEB. 15 - MAY. 15
BELOW 2500 FT: FEB 1 - MAY 1
PIEDMONT: JAN. 1 - MAY.1
COASTAL PLAIN: DEC. 1 -APR 15
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY 2.000 Iblacre GROUND AGRICULTURAL LIMESTONE AND 750 Iblacre
10-1G-10 FERTILIZER
MULCH:
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
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
2 I c vlrvr
NO SCALE
Stabilize
SECTION VIEW
xrs
Swale Number
Item W
Maintenance:
1. During the established period, check grass -lined channels afterevery rainfall. Atiergrass is
established, periodically check the channel; check it after every heavy rainfall event. Immediately
make repairs. It is particularly importand to check the channel outlet and all road crossing for
bank stability and evidence of D(pian or scan holes. Remove all similicant sediment
A
6
1
O.000a00
O.00DOaD
W
2
OAOMDO
0.000
3
0.00111000
ILODODOD
accumulations to maintain the designed carrying capacity. Keep the grass In a healthy, vigorous
condition at all times, since it is the primary erosion protection for the channel.
Construction Specifications:
1. Remove all trees brush stumps, and other objectionable material from the foundation area, and dispose of properly.
Z Excavate the channel, and shape it to neat lines and dimensions shown on the plans plus a 02400t ovecutan wed the channel perimeter to allow for Willing
dung seedbed preparations and sad buildup.
3. Remove and properly dispose of all excess sal so that surface water may enter the channel he*.
4. The procedure used to establish grass in the channel will depend upon the severity of the conditions and selection of species. Protect the channel with mulch
or a temporary liner sufficient to withstand anticipated velocilles during the esfabrlshmerd period.
SWALE: V-SHAPED - GRASS LINED
NOTTOSCNE
6 VF(AJJ
NO SCALE
MAINTENANCE:
1. INSPECT' OUTLETS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (1/2-IN OR GREATER) RAINFALL
EVENT. MAKE ANY REPAIRS IMMEDIATELY.
0 2. CHECK THE STRUCTURE FOR EROSION, PIPING AND
ROCK DISPLACEMENT. REPLACE STONE AS NEEDED.
W 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
o PROVIDE ADEQUATE STORAGE VOLUME FOR THE
d�
NEXT RAIN. CLEAR THE MESH WIRE OF ANY DEBRIS
S OR OTHER OBIECTS TO PROVIDE ADEQUATE FLOW
FOR SUBSEQUENT RAINS. TAKE CARE NOTTO
k DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL
N
c
19-GAUGE HARDWF
CLOTH (1/4 MESH
OPENINGS)INSTAL
2' FLAP UNDER STC
NCDOT #5 OR *57
WASHED STONE
4" DIA. STEEL
POST Crypt
19-GAUGE HARDWARE
CLOTH (1/4 MESH
OPENINGS) INSTALL
Y FLAP UNDER STONE
NCDOT #5 OR #57
WASHED STONE
DIRECTION OF
�•l, ��-. WATER FLOW
SIDE PROFILE
VARIES
3
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CARODNAS EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.10b
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
SPECIES: GERMAN MILLET
RATE : 401blacre
SEEDING DATES:
MOUNTAINS: MAY. 15-AUG. 15
PIEDMONT: MAY. 1-AUG. 15
COASTAL PLAIN: APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 Iblacre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10-10.10 FERTILIZER.
MULCH:
APPLY 4,000 Iblacre 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.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
NATURAL GROUND
rMAX. SLOPE (TYP) I
2
IN. -� 1 2 2
2 NA7l:1tAL GROUND 18" MIN.
� 3(-
STRAW & NET BLANKET
COMPACTED SOIL
Maintenance
Inspect temporary diversions once a week and after every rainfall event. Immediately remove sediment
from the flow area and repair the diversion ridge. Carefully check outlets and make timely repairs as
needed. When the area protected is permanently stabilized, remove the ridge and channel to blend with
the natural ground level and appropriately stabilize it.
7 UI V CI'CAII
NO SCALE
Rs.
SECTION VIEW
xrs
Construction Specifications:
1. Clear the foundation area of bees, stumps, roots, loose Rick, and other objectionable material.
Z Excavated the cross section to the lines and grades of the foundation of the liner as shown on the plans. Bring oyer-encavated areas to grade by
Increasing the thickness of the liner or by backfdlbg with moist soil compacted to the density of the surrounding material.
3. Place filtels, beddings, and foundation drains to line and grade on the manner specified.. Place filter and bedding materials immediately after slope
preparation. For synthetic fiterfabrics, overlap the downstream edge by at least 12 inches with the upstream edge which is buried a minirtNm 12Inches
in a bench. Space anchor pins every 3 feet along the overlap. spread granular materials in a untiorm layer. When more than on gradation is required,
spread the layers so there is minimal mixing. Filer material should consist of a least 3 inches of material on all skies of the drain pins.
4. Perform all channel construction to keep erosion and water pollution to a minimum Immediately upon completion of the channel, vegetate all disturbed
areas or otherwise protect them against soil erosion. Where channel construction will take longer than 30 days, stabilize channels by reaches.
Maintenance:
Inspect channels at regular intervals as well as after major rains, and make repairs promptly. Give special attention to the oWet and inlet sections and otter
points where concentrated flow enter. Carefully check stability at mad crossing, and look for indications of piping, scour holes, or bank (allures. Make repairs
Immediately. Maintain at vegetation adjacent to the channel in a heaf hy. vigorous condition to protect the area from erosion and smurdurirg md-of-bank
flow.
CI r
THE FOLLOWING WAS TAKEN FROM THE STATE OF NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
TABLE 6.10c
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE:
SPECIES: RYE (grain)
RATE : 1201blacre
SEEDING DATES:
MOUNTAINS: AUG. 15- DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15- DEC. 30
SOIL AMENDMENTS:
FOLLOW S'IIL TESTS OR APPLY 2,OOD In/acre GROUND AGRICULTURAL LIMESTONE AND 1,000lb/acre
10-10-10 FERTILIZER.
MULCH:
APPLY 4,OOD Iblacre 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
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 Iblacre OR NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE IS, OVERSEED WITH 50 Iblacre
KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
STAY WIRES MIN. 121/2 GAUGE
FILTER FABRIC
General Notes: TOP STRAND _
MIN. 10 GALWE',
1) Wire shall be minimum of 321nches In
width and shall have a minknum of 6 wires
LINE WIRES
w/ 12 inch stay spacing.
MIN. 12 1/2 GAUGE
2) Filter Fabric shag be a minimum at 36 BOTTOM STRAND
MIN. 10 GAUGE
'
IrKh width and shall be adewsMely, faSC wd
to the wore.
3) Steel Posts sham be 2 feet (Max) In
height and be of the self -fastener angle steel
type.
II
Maintenance:
inspect sediment fencing at least once -a
week and after each rainfall. Make mpe'rs
Immediately.
Should the fabric of a fence collapse, tear,
decompose, or become Ineffective, replace
promptly. Replace fabric every 60 Our.
Remove sediment deposits as necessary to
provide adequate storage volume for the
next rain and to reduce pressure on the
force'm Take care to avoid undermining
fence during Peanut
Remove all fencing materials and unstable
deposits and bring the area to grade and
stabilize R after th Contributing drainage
area has been property stabilized.
itki'%�•es'�
iF,�._�.
M®RV.
e71 11.7MT 1 1 Vef_�l ,-
at
F :4
NTS
PLAN NEW- Pipe Octet loWelltiefined Channel
ILIA
OPTION I
rBa1% SECTION VIEW- Pipe OutettoFiat Am (No WelfdefinedChannel)
xrs
VELOCITY DISSIPATION & OUTLET PROTECTION DEVICE
re)TTOSCME
Fla
General Notes:
1. ' L' b the length of dprap apron.
Z 'X'equals 1bImes the madmum stone diameter but not
Ins than 6-inches.
3. In a well-defined channel extent the Spain up the channel
banks to an elevation of 6-inches above the maximum
tailwater depth or the top of the bank, whichever Is less.
4. Afillerblanket orfilter fabric should beinstalled between
the dprap or soil foundation
1220 FORT BRAGG ROAD
SUITE 200A
P. 0. BOX 53928
FAYETTEVILLE, NC 28305
TELE: [phone]
EMAIL goetzarchited®eartNkdLnet
'iY w fa
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
116N. Cod Spdng Slmet- Fayefterile,NC2a3m
Value 910-221.0033-For 910.721-01135
www.crawforddsn.com
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
DETAILS
MU RCS SPECIFICATDis NIP THE DESIST ME Awe
SNA I. RF11NN THE PROPERTY OF THE MC11"ECT.
wETNER THE PROJECT FOR 10004 TIEY ME
PREPMEO M ErEarrEO On NOT. THE DAMPICS
NA SPEOnGTIOS s NOT BE USED BY TE
PROJECT OWDt OR ANY OTIER PARTY FOR OTHER
PROJECTS. AONIIONS TO THS PROJECT. OR FOR
CCYPLEI N OF TDS PROJECT DICFPT By ACREDHENT
m WRrr"O AND wThl APPROPRIATE CwaPENSATON
TO TIE MCMTECT.
ADA AND LEGAL DISCLAIMER
THIS OOLTNeHT Is NOT RePPESrI® TO, cDWLT wm
ALL �)mOT01 uas BUiES CT (MOiHER OSeparate
MD ENONESS ME NOT LICENSED TO NERPM LABS
M mE MVKE concOaan UWS ad OWES seaRO
NAVE has DOcuu1RT RENENED BY NIS ATMRKY TO
DE18bOE F IT MPLE.i MM ADA AND ONES LAWS
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO
C500
10
9 nAf:UVVFitCC L,LU 1171 Ot blViVtL UU I Lt I rKLJ I tl� I IUIV
NO SCALE \\I
DATE: JUNE 03, 2014

Crawford Design Comnanv © Copyright 2014 — All drawings. specifications and designs nrenared by Crawford Design Comnanv are instruments of servire and shall remain the nroneriv of Crawford Design COmDanv. The Owner or anv other parties shall not use the work on this or any proiect except by a proper agreement and appropriate compensation.
Detedabil Warning Domes (TYp Lndtng
(Per NCDOT Requirements)Clab nish Grade (TYP)
6' 1'-6' General Naas:
6' S• 6' Sidewalk 0yp)
psi vested.
1. All concrete shall be placed
D 2. Control joints shall be placed every 10.feeL
n ,
r� Expansion joints shall bePeve ry3afeeL
ery
i /
/ / . i
/
/
F9.SA ///
d a.
C
a A
a
D
D
is
D
D
O o.
L
_ / Travel Lane See Site Plan
Finish Grad / / Surface Course / / /
/ / / /
/ Finish G / � ////// i/� / � ompaded Aggregate / /
Aggregate / /Base /
a oa a
A
:aj::: _ .d d :1y%+}l: �'.::'i::'^i%i:::}:'2 �'iittti
.
6 D - D
Or A.
ompaded Course
Base
� �/
w L-2—i
7
--
Pavement p, Ta red Curb
SECTION NEW- Standard 244nch Concrete Curb & Gutter
KTS
to I
PLAN VIEW
6 T-W
NTS
p
— Extend Base Be"
Betio
Extend Base Course n —_— Travel lane I I I _, I I I I _ I I I — I I
Surface Course lorSettias I I I _
= .�,,. '��� � -_ __. -
"�'' ' "�
- _,:._
--
4 �• '�I`r
m ilB' PER FORT
wNloulcurb&gutter — I I I G (To98 S�ta'rkSdaMPr Sub-Grade
packed SubGrede-
...
IVIIIII'!IIIIIIII!I!III'illl.!IiIIIIId:IIbIiIIIU!III°IIIIIIrIpllllilllil
a ° n _717—
a .d
G (To 98' Standard Proctor) SECTION VIEW-
KTS
SECTION VIEW
I----�4- I Nldllll!ItlR
Lllllllllll.11•I:IIII,I;ItlItliIIpll,rrl!RI10Illh!Itllllll'lillll!VVIIIII
IILLIuIllllllllldllllilllllllll!III!Illllllllhlluui!PJNIIIIIP "
_
o C ' . a•
NTS
F
a
d .
PRESPECTNE SECTION VIEW
PER FOOT
NTS
SECTION VIEW-SpilWff 24-Podh Concrete Curb & Gutter
General Notes:
1. Ramp slopes not to exceed 1:12
Krs
2 Ramp shall conform to all current local & state building code regtirenleds.
3. Contractor shall install daledatie wamkrg domes on at rap par NCDOT
ASPHALT PAVEMENT - STANDARD GRAVEL PAVEMENT
requirements.
CONCRETE CURB & GUTTER: 24-INCH
Nor TO6
NOTIO NDT TO SCAtE
ASPHALT PAVEMENT GRAVEL PAVEMENT
1
_
ACCESSIBILITY RAMP
24-IN CURB & GUTTER
NO SCALE NO SCALE
NO SCALE
NO SCALE
;� // .
Accessible Parking Sig // / VAN /
onc. Wheel Stop avertlnl General Notes:
//•: / /' "'
Accessible Parks Sign & Post
(See Detail) M � ) Shall Be Per Current Loral & /��/ /
r .: •, . / : / ' - / //�� ACCE SIBLE j
' ' ��" • - State Bugling Code Rgmis. (Typ.) j _ j
"-� ; ; . • `_ Accessible Ramp (if applicable)
.••' ,r ,:; '�m� • •-,
j
.. , .;; / Finish Grad
/ i/ / / / 1. All concrete to be 3,000 PSI minimum.
% Flexible Fxlerwr / /
j j 2 Wheel Stops shall he free of cracks, chips, oro
2', other simlardefedsand damage.
//j/
L.UnD
� ncrete Curb
.i .•.. .-.••. (Referto Accessible Ramp Dolan) RESEIRVED
••''r
•'' AS Sidewalk j PARKING`-°
/
_..
v' Each AccessLlePa S S /�='
= - Be Designated With Parking
j
/
' " " ei '•. / / / / • / , / I I -
d - v •
_ _ /
Otherwise Approved 8y Designer.
j M j
N I
I-
_• a
• • .a°
a° d
Wheel Stop
% /
I I
(-
° • ° -
, , ... j
- - EO Ell. �►
c �• ' 'n Wide Painted Striptrrg j • j
(3-coads
a 'n Wide Painted 45' Striping
Wd Reflective 5* Sir While) j M A AM U M j
j
j
— ':.. — — — III—' I—III—111—"'I I
SECTION VIEW
A d
d. a -.-n ' e• ' j
•iY///////i///
_ at 2-feet On -Center P E g250 T Y
(3-coals Reflective Tralib While) /
/,
Krs
-Canasta Cutler
/
- ;o
- -_ 2' Square Post /�/ o:.
Gauge
Gauge GSv. Sled)
V
PLAN VIEW ISOMETRIC VIEW
xis Krs
(72
(12 //�
a Wheel
0/101.
/
j %
/
See She Plan See Sde %an - ` a tO // o! j//
���////i/,' j
X
.-_ -_
_ -
/
PARKING SPACE PLAN VIEW o. -
`.
/
77�
-
- - -
' , ' i I I
Krs 3,000 PSI Cnc. Farr' _
_,a'
General Notes: . IT
1. Contractor shall conform to all current Loral & State Building Code Requirements.
-
2 All accessible parking spaces shall be identified by aboveground signs only ($as N.C.G.S.)
3. New accessible parking spaces SHALL NOT USE gmund-painted symbols unless otherwise specified. old' -•O _
l =
I 24' Long #2 Reber (TYp•)
FRONT ELEVATION VIEW
a. a.
'
G
—
111 1.1
KTS
4. Accessible Parking areas shall have a maxinwm pavementslope of (2) percent in all deectiahs. _ -
5. Painted striping shag be applied in a straight and consistent manner. Pamishall be applied so as to provide full and .4 - I
! — I ! h -IllrGrade
canplete coverage. Paint shall conform to NCDOT Standards For Roads and Structures unless otherwise specified. _ —
6. All hardware to Include, but not limited too, nuts, bolts, washers, and ogler related fasteners shall be stainless steel — — I I-
PROFILE SECTION VIEW
7. Sign material shall be 116' M Engineer Grade retectve aluminum sheeting. B'
ACCESSIBLE PARKING SPACE SITE ELEVATION NEW
Mrs
PARKING SPACE STRIPING / ACCESSIBILITY RAMP & PARKING SIGNAGE KTs
CONCRETE WHEEL STOP
CONCRETE CURB TAPER: 2-FEET
NOT To SC&E
NOTTosca>:
NorroB -
PARKING SPACE STRIPING / ACCESSIBILITY RAMP & PARKING SIGNAGE
G CONCRETE WHEEL STOPS
CONCRETE CURB TAPER
5
V
7
NO SCALE
NO SCALE
NO SCALE
'C = The Distance Such That Points
A 'A' & Ir Are Equal Elevation
B
— (L)
-
-I
—
GENERAL SECTION VIEW
ALE Construction Specifications:
1. Place Sane to the lines and dimensions shown in the plan
See Site Plan for Design Width
an a filer fabric foundation
m Fin. Grade ffyp. 2. Keep the centerslone section at least 9•b ches below
natural ground level where tiro dam abuts the dtamnel
Asphalt/ Co 3,00D PSI Concrete in. Grade
See Site Plan for Design Width
mks'
3. Extend stone li least L5-0 beyond the ditch bank lo keep
Pavement Section R�.
GJ 20A Max. Slope
m. Grade 3,000 PSI Concrete
a2%Max. Slope
w — water from coihlg around the ends of the check dam
III— a 1 II 4. Set spacing between dams to assure that the elevation at
the top of the bar dam is the same asthe ice elevation
_III— ) I n
<. d .. - ', - e.^ a '• a.' •d'a .a < - ,,
..
A
Tr
_I of the upperdam
_
.. _
4
d A <
5. Protect the channel after the loweslcheck dam from heavy
Makeow at suechMceechannuse ire
; 6. Make sure that the channel reach above the most
<
—1 —
I I I III
I—) I( I I I -I .I I I
_ � -,
ClassWor'B" -III I —III- Enstreamdamiesure that other areas of the channel, such as culvert
Erosion Control Stone III -I I I I I 7 entrances; low ft check dams, are not subject to
F ller Fabd
ompaded Sub -Grade
damage a blockage from displaced stones.
Sub•Grad
Maintenance:
6• 7•
ompaded Sub�Tade
SECTION VIEW
T A•A SECTION VIEW
Krs 1. lisped check dams and channels at we" and after
KTs
each significant (124nch a greater) rainfall event and
SECTION NEW
repair immediately. Clean out sediment straw, Units, a
Class'A' or'B' other debits that could dog the channel when needed.
KTS
Erosion Control Slone 2 Anticipate submergence and deposition above the check
h I
) -' dam and erosion from high tows amund the edges of the
dlor Fabric �= ,, dam. Correct all damage immediately. Itsgnificanterosion
u
- - - - m
: occurs between dams, additional measures can be taken
NQi
such as, installing a protective chap tier in that portion of
the channel.
- 1 I I I] III r I riI r I l l l r. r I I I r i r I—. k— 3. Remove sediment accumulated behind the dams as
needed to prevent damage to channel vegetation, allow
SECTION MEW the channel to drain through the stone dredkdam, and
NTS
prevent large flows from carrying Sediment averthedam
Add stones to darns as needed to maintain design height
DETAIL NAME and cross sec"°"
NDT 10504E
TURN -DOWN SIDEWALK
a
STANDARD SIDEWALK
CHECK DAM
NOT USED
8
0
NO SCALE
I
NO SCALE
NO SCALE
NO SCALE
1220 FORT BRAGG ROAD
SUITE 200A
P. O. BOX 53928
FAYETTEMLLE, NC 28305
TELE: [phone]
EMAIL: goetzarchitect®earthlink.net
rawbid
LANDSCAPE ARCHrFECTURE
ENGINEERING
PLANNING
Landscape Architecture • Fayetteville, INC
Civil Engineering A Southern Pines, NC
116 N. Cod Spring SDeef- FR eMoville, NC 25301
Voice 916221-0033 . Fox 910.22140035
w w w. c r a w f o r d d s n. It Is to
LIBERTY
BAPTIST
CHURCH
1625 RA! ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
DETAILS
MMGS SPEN=71ONS AND THE DESIGN ARE AND
SHALL REUMI THE PROPERTY OF THE ARWTM.
"EDO THE PRO[OT FOR Moat THEY ARE
PREPARED IS MOM OR W. THE DRITAIMS
AND SPEOFxAMM SHA1L NOT RE USED BY THE
PRO,ECT OVER OR ANY OTHER PARTY FOR OTHER
PRoacts. AOdTONs TO THIS PRO.Ea. OR FOR
cmotnm OF THIS Roger aaPT BY Adafl1ENT
IN MINING AND MTH APPROPRIATE COMPENISATroN
TO THE ANCHI ECE
ADA AND LEGAL DISCLAIMER
THIS DOmISENT IS NOT REPRE@Ilm To CIIFLY am
KL WOUMOsanS ew to IN THE NEIN•aNs MM
OSMU ES ACT (ADA) ON OTHER IATS ARO TMC
MO BROODERS ARE Na UCNTSED TO xmERPPET I.An
OR GIVE ADVICE ODNCOw U THE OWNER SHOULD
NAVE THIS DOONENT REVI.YED BY HIS AiTISdaY TO
DEIERNNE F r CDYPUES NITH MA AND ORER IANS
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO.
C501
DATE: JUNE 03, 2014

Crawford Design Company © Copyright 2014 All drawings,
and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate
1
I.
CONRACTOR SHALL REPAIR ALL SEWER LATERALS AND MANS GVMAGEG DURING
& CROSSNOAWATERMIINOVERASEWEIC YNENE f MNECESSARYFORA
CONSTRICTION. THE CONTRACTOR SHALL WMEDIATMV REPORT ALL SEWER YAN
WATER(MIN TO CROSS DYER A SEINER MNNRATEFIN_WE WATER HMJN SHALL
AND LATERAL BRFAKSroTIE PWC PROJECT COORDN4TOR THECONTRA m
WE DATSUCHME ATIONTHATTHEBpTTONOFTEWATERAWNMAT
SHALL INITIATE LAMED M REPAIRS IN ACCORDANCE WITH PAC 6MNDAfgS
LEAST IS INCHES ABOVE ME TOP OF THE SEWER MANMTERAL UNJ'SS
LOCACMDITONSORBARRIERSPIREVENTMigw VM"WALBEJARATION-
2
SEWER NNNS, LATFRI1tS.MDNN810lESSNALL BENEAl1ID VRMNGp PNC
IN WHICH CASEBOTH THE WATER MAWAND SE%ERMANLATERNSH M
APPROVED CUT -SHEET. WDMTWO NSTA LAMN OEPDI.
CONSfRUCT9)OF FERROUS rMiFAIRLNIDWTTIIJOS4FSTMTME
EQUIVALENT TO WATER MAIN STMDARDSFOR A015rN OF IOFEET ON
].
TRANSFER OFSEM938BIVICE9 &iNLBEACCOMPII• ASFGLIDWB:
EACHSIDEWTHEPOWTOFCROSSN,
A WSTALLMDTEUT MNNS,NMNWO .AI TENTS CUBMI ISSHALL
BEWBrALLEDlB'INBEIERIWVNlEs60TMERW6EONECIFD BYPWC,
C. CROWNGWATERIMWUNDMASEWER: V elERRMNECE8 (MIA
B. CONNECT E%MRNO PLIANTMNDro NEW LATEW.UfRIDNGTXENECE65Al1Y
WAAERMAINTOCR065U MA6EWIIRMAIMIATEW-BDTIITHEWATM MN
FITTINBSASDIRECTED BYPAC,
MOTHEfiEYAE WJk&ATERALBHALLBECONSMU WOFDUCT6EIRON
C. AFTER AIL SEAWCE6 HAVEBEENTRANSfliNFDrol1ENEW IWN,TE
NTFHJOIN NENFro WATERYNN6TA6IDARDsFWiA
EOSIING 6FNEt SYS1ET/SHAU-BE pSANDONE NM:GORDANCEYNIFIPNC
DISTANCEF I
EACH SIDE
DISTANCE OF IO FEET ON HUCX 601EOFTHEPONTOFCROBSOJG. A6ECIgN
REDudip@JiR
OF WATER WIN PFESHALLBECEMEREDATIMEPONTOFCR08!@Ki.
A.
MEN IHEEXISTING MAIN IS MOTTO BEABMDONFDTIECONTRACTOR^ LL
D. CIRO66R10M MORAONGEMM-AMINNBIMOF2LWG OFVERXKAL
UNCOVER WE EXISTING LATERAL ATTHE MAN, CUT AND RUG BOTH ENDS. NEMOVE
CLEARANCESNNLME NNEBEIWEENA6EWELWIP4LATEUL
THEELOSEIVCLEMOIITMDGONNNATgNNDRMClT1ElATEMLTOABWOON
CROSS IFDUN�RAeTMPEMNNAGELUIEUHIESSOUM NONRPEM
THE OLO SERVICE
11MOFSRi6)INCIITSOF
NON PPEAINED.
USE)-ATION
SMALL NUSM
SEPARATION SHAM BE MAwTA1NED, UNlE65OG®iW SEAPPROVEp BY PAC,
S
SEWER HAE MATERIAL
IFIER AcTvE SWERWLIM.UFMN CCEPTAOROTHFR
FROM ENIERWGTHE ACTNE SEWER SYSIBA UPONACCEPTMCEOFTHENEN
SEWER SYSIFII, THE CONTACTOR SMALLQFANIXENEW MANS, RFYDVEALL
DEBRIS, AND TXEN fEMOVETHEPLUG.
0.
SEPARATION REQUIREMENT&
A LATERAI-sEP MONOFSENEISMDWATERNAw6: WATMMAWSSHNL
SEW 0 AT LEAST 10 FEET LAATERAILY MON EOSTV4G OR PROCEED SEVEN
MAINMT EAL UNLESS LOCI. CMDMMS M BARRIERS PiEV EN A lPo"
LATEPALSEPARATDN-W WHICHCASE
L THE WATER YAw IS WD INASEPARATETRENG, Wi1HTFEEIPAATDN OF
.
THE BOTTOM OF1XE WATER MAIN AT LAST tBNCM£9ABOVETHETOPOF
THE SEV YETI MNNLATERAI' OR
R THE WATER MAIN M WD IN THE SAMMINSMOH AS WE SEWER
LWMATERN-VYIfHTIREWATER6MA04LOGTEDATONESI MATS M
NIfHTHEETEVATIO
TLEASTND
TH WATERWEGIOMOF
THE WATER YAW AT LEAST 10 wOfESABDYETFETOPOFTHESENEt
TOP
NANMTFRN
ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED"
a NVERT
m11�
)ETAIL
PPH:12 MIN.
CONCHEEaXEFPIACPDw-
JUMBI SOLID CONCREE
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MORTAR SLIDE DETAIL
N.T.S.
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L
F
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rerxrE
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PPE SHELF DETAIL
N.T.S.
ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED"
4) PIPE SLIDE, MORTAR SLIDE, AND SHELF
AI crnt c
SEE PAVE PATCH DETAIL FOR
LAST 3.OF FILL IN PAVED AREAS
COMPACTEDTO95%MAX omsw
AS DETERMINED BY A81M OM7
H
5ELEir BEDDING MATERIAL J
NO OVERAGE ALLOWED SEE
NOTE MIN 4-)
MAX(DU2)
WEBASESHALLBEUN WLN9ED
SOIL WHERESOR IS DEEMED PIPE DM
UNSUITABLE BYTHE PWC PROM REP.
AUT ORREDAREASHALLBEURMFICLM
AND BAGOR AREPSN SELECEROMD B
MATERIAL AREAS NOT AUfH0R�0
ASUNDERCUTSMLLBEBpD SEE NOIE5162
AT CONTPACTORs EXPENSEEWITH
NOTES:
1. ALL EXCAVATIONS SKALL COMPLY WITH THETERMSAND
CONDITIONS OFTIE AWFE Y AN0 STANDARDS FOR
EXCAVATIONSW CIS OW, CIMFETY MDHOF TIT REGULATIONS
EDIT. ME WNTRACT.OAPfE "itMW OFTIRE28, CPR PART
MT THE CONTACTOR SMALL MVEACONPETER FE S O
ONTHEJOBATALLTINESANDSHALLEMPLOYA S OFE540gR
ENGINEER TO ACT UPON ALL PERTINENT MATTERS OF THE WORK
2 BEDDING MATERIAL, QUANTITIES ARE CALCULATED BASED
ON THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL
BE INSTALLED REGARDLESS OF PPE MATERIAL
FOR 4r RCMX W. DW
FOR 42' RCPAN FPS, o"rd'
FOR 31y RWA)I
FOR 24' RCPDI
FOR 1r PVWI BAT, Dar
FOR IT' PVODBaT', k
FOR it PVCD1 B=Z, �S4I'
� FORT PKJDI O=L, DASA•
W
¢ p ]. THE BEDDING !MATERIAL. SHALL BEGRAM/WLCIEAN, CAMSE
Z PEA ED IN L,NOTTO EXCITE WLOOSE LI
W THE FUL VATHLAYERS WE EAX EH. LOOSE LOTS FOR
m THE FULL WIDTH OFTHEIRENCH
4. BEDDING MATERIAL. SHALL BE INSTALLED AND PAID FOR IN
ACCORDANCEWMTHEFOLLOWINGCHARTTOPRODUCE
CIASSBBEDDIFIG
FOR 0' PIPE .OeTydVR OF PIPE
FOR 1r PIPE.09ydM OFPIPE
FOR 15' PIPE.11Yd31R OFPPE
FOR 1r PIPE.13yd3MOFPIPE
FOR 2T PIPE .15ydMt OF PPE
FOR ]P PIPE.19,dWL OF PIPE
FOR W PIPE 25Yfl OFRPE
FOR 4r PIPE.32ydW OF PIPE
FOR 4r PIPE-]Byd.V IL OF RPE
5, BEDDING MATERALSMLL EXBNDTOUNUMMEDTRENCH
WALLSANOTRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL
WLL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
THE PROJECT REPRESEMATNEMDSH ONLY BE PAID
FOR IN MEAMOUNT OFTHEAOHORUED OUANTITY.
e. BEDONG NATIONAL SMALL BE PROPERLY RODDEDMOUND
THE PIPE HAUNCHES
T. CONIACTORSHN.LUSETREWHBOXSMRINGINALLOMN
CUB IN PAVED AREAS TRENCH WIDTH SMALL BE N ANTAWED
ATTHE MWIMUN PRACTICAL WORM
ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED "
2
NOTES
I. NANHOLENEEBAILRE¢
5. Aw PMUCNRESWMLBE
OF ASTM GT&
PIAC®WXERE PPE VEDrAL
Z CONCRETE M ANIMA 40M PSI
sEPAATION BETNEEN INVERTS
EXLEFJXT2JTD-UBEr DIAMETER
COMPRE85PIE STPENGM
3. MAIEiALU5EDTO5ENMgIMD
ARM NEEEDESED.GROPSBUCRRES
FWESH BENONBHMMGROUT.
e. NTTHTXE EXCETDN OFIHE
4. MANHOLE6WLLLBECONSIRI/CiED
MMIgIE BASE6EC110N,ALL
OFPAECAST CONCRETE.wncw".ca
OTHER MATERWIS. WSTAILATION
MANHOLE ITS NOT ACCEPTABLE
ANCVAMIOMNBHNSIWLLBE
W ACCORDANCE W1THl1E PN,C
1
EMDAFOMAMIDIE OETARS.
). OOGHO W E MANXw.E S W LLL BE FREE
®
OF TEAKS AND MVe NOBIDIJBOF
VISEIE LEAIfAGE
®
O. NANXOtES GREAIERIHAIN IrwDEPTH
/%�
SMLL RAVE MNrEXIEtAEDBASE
SHELF DETA6-_
ADOMONOMDNAMIIXEDEMaFOR
AppRIONAL REWREB3NI".
SECTION A -A
e
coNsmucrwuEtTw
E WITHPW:
4e•MIN.
6AL,LAD108
CONCRETE INVERTgFD
"
BASEPALEDINFEID
NEW
sEESHEIF OEfA6PoR
SEA
SMEIECOHSTNUCTDN.
2:
NONSPRND
sEE SHELF pEfA0.
FLEXIBLE RUBBER BOOT
F.
GRDIR
(SOLOBRICK&MORTAR)
FASIENEDWI]DI bTANUDIS
SEAL ArPAILUSDVEA
T
`�
STEEL NOitBMDro MI
ANpAROIneX PS•EAT
}
RENFCAGNG TO NEST
T•]W SAWLESSSIEEL
OOGIDUSE WITISOLD
i
13DMAx
AsiMa1B5 B.0 sa lN.
PIPE CIAM1P
BgGLAND M m
i
IFFORMED,
NEWBMITARYSEWEIR
b
�� �r�F�
10UDI NP6 BED 6J
o
ANMN.
I DUPTOSPRWLI GNE
I
NANXOLEBASE SEGIgN
N
OFPPE
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EIST.&WRARV
YOHDI.IfHICPWROFCO
POUT OFOO
BLOCN46fAC1ED2H16H
SEWER OUT
INVEIRTMO
1B0'AAE.
FIELDTO BOTTOMOFPPI
REMOVE EXISTING,"r-
TOP OF11,45.14*61W
1
WMOOMPACTBD
M_
PPEMMWRWG UNEAFTER
ACCEPTANCE DF MANHwEOASEBY
IMSSONLY
�IIIII
I R
PVA:. CONTRALfORSMLLAWCUT
B'MN. COMPACTED
�I
AAROUNDD WE TDDOGAN
AND AEMOVEEXISTINO PIPS CROWN
N05r STONE
UNDf81UR8E0
WITH9WDORLK MpM
roFORMOPEN NVElT1PDUw1.
4TAIT01r BOLOWNCREIE
SUBGRAOE
NDOEBRISSALLBEALLONPD
BLOCN88TACKEp 2HGX
ro EMER6ANRARYSEWIDR
IWAPART,
SECTION B-B
BA6EMl VwYVA
-ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED-
TO MD-E• ENTER CHART AT LEFTMITH EFFWENT PPESI]E
AND ENTER PIPE AT TOP WITH INFLUENT' PIPE SUE F DISTANCE
IS POINT OF CONVERGENCE OF COLUMN AND ROW.
m
4'
r
r
,r
tr
Ir
24•
e
9.00
am
10.0D
-
-
-
-
II
Lim1,.60
1200
i]."a
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-
-
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1455
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-
-
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HIMfl
W
AJW
18.50
1925
20.00
-
N
21.OD
2/.5U
2200
9.00
23.Tv
24.50'
28.W
0
INHERE S' MH IS MOUIRED AGO IR TO 'E' DISTANCE TO ACCOUNT
NOTES:
1. SEE PWC STANDARD MANHOLE AND
PIPESUOEMOf MSUREAND
SHELF DETARS FOR ADDITIONAL.
INFORMATION
2. ME'P DISTANCES INDICATED ME FOR
CONNECTION TO AN EXISTING OUTFALL
ANDMET HE MWNUM DISTANCE
ALLOWABLE
3. WHERE SAWARY SEWER OUTFALL9
AND MAINS ARE BEING CONSTRUCTED
THE TOP OF THE EFFLUENT PIPE AND
THE TOP OF THE INFLUENT PIPE SMALL
BE AT THE SAME ELEVATION UNLESS
CONDITIONS ARE PROHIBITIVE TO THIS
PRACTICE.
MAIN OR LATERAL
MINSLOPE
T ®t.0016 MN
6-®Ob]%NINJMNN
8'E22D0%MINJIATEHAL
r®0.40%API.
tr®022%IOW.
"ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED"
5
SMPevLowcHuaaJ.ro
N4IE]OMTOFOHREf PPE
ALIGNOVENINVEMOUT
SHAPEFLOWCHN
.SLOPETOPOF CONCNEIE ]I4 FE]DXTOF OUDBTmRAF.
SIHF(1:QMIW212 MAf0
TrnrMRGTRaMH -.
wxG MDCDIAFRNDSIEPe �
ALIGN t1AERNVERT OUT
wIOE OEINLFORUlE1W."
MAOSEGMMNLI44
ALSO SEEOETNL&4
5LOPETOPOFCONCREIE
BMELFN:I2MIN212YNq
TDWaDTRwgH
AT
10. TLAM
ADTLTMBU!EL
MIMl1E&TIECROWOF
NOTES
11.WTERIOR OROPSBUCIVRE REGARED
IETNOPPLOSFAHLNSeINEBEER
NOMNE
TXAN 11ECIROWN OTNE
I.IJAHNDIEAN000NNECfgNS
S.IHVawEMEE.! RED, O
WHERE VERTICAL SEPARATION BEMIF.EJ
OUTGOwGSENERMAIN.UNtE56
SMALL BE WACCOItOANCE WIH
,U'TNGP.
INYfA3 E%CEEO5230. SEE YNTENOR
OTHEANISEAPPROVED BY PWC
PWCSTANpMUM.W0D1E
6.CONCRETEISMMaNW
DROP 6TRIIGTIRE DETAIL
FpRINYfANp
].BACK USE FA
COYEi51VE STNsNGRI.
PR
f2 VQNIFY SLIDE NBTALLATpN
1T. NO NDFETHPNI,fWRINCH
SHELF CONSTRUCTION SHALL
T. I.IAMDLESGREATERTNRN IYNOFPTH
WITH PROJECT COORONATOR
LATERALS OR ].SIX NCFI UTERALLS
SHALL FNTEIA 4.ONNETER
BENCDDTSTANTMADCONCPEfE
JI54B0 BRICK, M1FJTN6ASTM
SIeW. MVEYIN.r EXIEIDED BASE
PRIOR TO C0.4BTRUCIION.
TERMINALS NO MO
CSSGRADEJ.1f EfC®T
6.3EE SrMOMDYANg1E0ElNLfGR
I]. MANIKKEANO CONNECTDNs SFNLLBE
sREGM FS2E)
2LATERALS (rtEGROLE^u^u DFSOj
ABSeWR10NLE6STIWNIO
N]ORWNNREW91FMdf&
SHLILLENTERALL OTHER4'ONNEIER
LBSCUFf.
VMTH PWC STANpMO
NPNXDIE6.ALL UIERALSSHAIl
B.AgRTM5UOE 6NAILBEUSED FGR
Mt1F1q.EDMCE
MV6M INDiVOUALIR000HUHIE55
]. MAIEBPLYSFDroSENAPWID
LE551NM 1 FOOTSEPARATION
THEYNAWASUDEORDROP
PMESHINLIENDIR91••NN6RGUf.
REPAEENINVERTOUT6 wVERTOF
14. THE RANIMIIA 6LOPEACROSS iXE NVERi
STRUCTURE 5' DIAMETER MANHIXEs
4.YMHOLE SHALLBECONSBIILIE
INCAMINGPFE
OFTME NANHOE SMIALLBEt%, UNlE5.5
BARE T
OF PRECMTTAFXAEIE FlBEIGlA55
10. RPE SLOE flE0'O WIEIEIIFRTIGV.
OIIDAWSE APROVEp BYPwC.
CCNOMO NOT MET.
LONDIT10N5 ARE NOT LIE.
YAIeDIEISNOT ACfFPfP01E
NDI L•nlERrs
IS. WNENEXTEHDNGNFIINRE
1B. NOMORE TMMSLAIERALSSIWl
Is GRATION MANI'ANOII-SS THAN
ENSTNG WPM
EMERAS'DIAMEIER MANXOIE
OREEIITERTHM
OR EOUNro23'.
PYK;CONNETW
PWCSTMOPRDS
MUSEOFTEE41AYMONI.XTERALSIS
NOTALLOWEDLLOWED.
' BALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED"
PIPE SIZES
MANHOLE SIZE
MIN. WALLTHICKNESS
MIN. REINF. STEEL
MIN. BASETHICKNESS
3t'E LE85
4r DIAMETER
S
ASTM A-/850.1250JIN.
6-
ST OMEM-
ASTMA,111150ASSOAN.
r
A
ASTMA-11150.15SOAN.
8•
MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO
REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT
ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO G DIAMETER
CAST IRON FRAME 6
COVER SEE DETAIL \
MAX (3)4". RI6', OR �
FLEXIBLE BUTYL RESIN
SEALANT OR RUBBER GASKET
s�
(1)r GRADE RINGS ®
JOINTMANUFACTURER INSTALLED POLY
F
SEE NOTE 13.
PROPYLENE COATED
®
STEP OVER INVERT
24•
OUTSEESTEPDETAIL
E AND OUTSIDE OF
SEAL INSIDE
U
w ¢
SEATER
JOINT WITH FAST MORTAR
U z
=w
SMOOTH FlNISH
ib WU
W
LIFT HOLES THAT EXTEND THRU THE
WALL SHALL BE SEALED WITH
NON -SHRINK GROUT. UFT HOLES THAT
2:
HAVE PVC CAPS THAT DO NOT EXTEND
f
THRU THE WALLW SHLKOT REQUIRE
6 )a
i
GROUT SEALANT.
FLEX. BOOT
CONNECTOR
SWORCING SEE CHARTABDVE
M NOTE ]
' MN COMPACTEDNO57
TONE
SUBGRAOE
SEAL ANNULUS AROUND PIPE AT
ENTRANCE WITH NONSMtNK -
GROUf.
III PNC RNGANG COVER. SEE
DETAL 2TYPES OFFIING AND
COVER APPVD)
GRADE RING MAX (3)
C. (2) B'OR (I) r. SEE NOTE
13.
HOES
(ROUND PIPE
IELF DETAIL
LE EPCM RUBBER
ARY SEWER (•••••I
STONE
NOTES:
1. PRECAST REINFORCEDCONCRETE MANHOLES SMALL BEN
ACCORDANCE WITH ASTM Cd78.
2. MINU M CONCRETE COMPRESSIVE STRENGTH SFWLLBE 40DO PSI.
A MANHOLES GREATER THAN 1r DEPTH SMALL HAVE MIMMUM 6'
EXTENDED BASE
4. FLEXIBLE BIFTYL RESIN JOINT SEALANT SHALL BE IN ACCORDMCE
WITH ASTM COM. RUBBER GASKET JOINTS SHALL BE IN
ACCORDANCE VATH AGIN CM3
5. FLEXIBLE EMM RUBBER BOOT CONNECTORS SHALL BE IN
ACCORDANCE WITH ASTM C92% INSTALLED BY MANUFACTURER
WITH STAINLESS STEEL COMPRESSION RING AND TAKr UP` CLAMP.
CONNECTION TO MATH N SHALL BE BY CONTRACTOR WI
STAINLESS STEEL PPE CLAMP.
S. CONNECTIONS TO EXISTING MANHOLES SMALL BE BY CORING
MANHOLE AND REM INSTAWNGA FLEX BOOT CONNECTOR QU
NOTALLOW DEBRIS TO ENTER SYSTEM.
7. MORTAR SMALL BE QUICKSETTING, NONSHRINKGROUr MIXED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
B. MANHOLE STEPS SHALL BE IN ACCORDANCE WITH ASTM G70 AND
OSHA REGURATIOIS. ALIGN STEPS VMTH INVERT OUT.
S. PRECAST INVERTS ARE NOT ALLOWED. STANDINGWATERIN
INVERT OF MANHOLE IS NOTACCEPTABLE
10. VERTICAL DROPS BETWEEN DE INFLOW PIPES AND OUTFLOW
PIPES SMALL MCKIRr ME FOLLOWINri
A GREATERTHAN25 SEE DROP STRUCTURE
DETAIL(MN. S DIAMETER MH REOBREOL
B. 1' M 25 SEE PIPE BODE DETAIL
C. LESS THAN ('SEE MORTAR SLOE DETAIL
11. AN ECCENTRIC CONE SHALL BE UTILIZED ONALLL MANHOLES,
UNLESS OTHERWISEAPPROVEO BY PINQ
12 INVERT ON PLANS IS TO MANHOLE CENTERU E.
13. CONCRETE GRADE RINGS SMALL NOT BE USED FOR ABOVE
GRADE ADJUSTMENTS it.. ORFALL AREAS), USE OF GRADE
RINGS ARE ALLOWABLE N YARDAREAS AND PAVEMENT, WHERE
THE RING AND COVER AREATGROUND LEVEL
14. THE MINIMUM SLOPE ACROSS WE INVERT OF WE MANHOLE
SHALL L BE 1%, UNLESS OTHERWISE APPROVED BY PVYC-
15. THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOINT AT
THE CONE, SMALL BE SEALED ON THE OUTSIDE BY AN APPR94M
JOINT WRAP. THE WRAP SHALL BE N ACCORDANCE WfTH PWC
SPECIFICATIONS,
16. MANHOLE BOOT FOR "INCH LATERALS. SHOULD IT BE
NECESSARY TO INSTALL A NNCH LATERAL INTO A MANHOLE, THE
RUBBER SOOT THAT THE LATERAL IS INSERTED INTO SHALL BE
SECURELY FASTENED TO THE CORE HOE BY UTIMI GA
STAINLESS STEEL BAND D THAT IS TIGHTENED USING A JACK OR A
TORQUE WRENCH (DIRECT DRIVEL BOTH SUNDARD SIZE AND
STEP DOWN BOOTS ARE ALLOWED. THE TORQUE WRENCH SHALL
BE SUPPLIED BY THE MANUFACTURER. NO OTHER TYPE BANDS
OR METHOD OFSECURING THE BOOTTOTHE MANHOLE SHALL BE
ACCEPTED.
FOR FOUR (41 NICH SON 25 LATERALS, THE PIPE OUTSIDE
DIAMETER RANGE OF THE BOOT SHALL BE 3.5 INCHES TO 4.25
INCHES.
FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE OUTSIDE
DIAMETER RANGE OFTHE BOOT SILLLL EITHER BE AS FOR VC OR
42S INCHES T04.61 INCHES,
W ALL CASES, THE BOOT SHALL BE TIGHTENED ON THE LATERAL
RY MEANS OF A SINGLE STAINLESS STEEL STRAP.
THE LATERAL INVERT SHALL BE ATTIRE TOP OF THE SHELF.
$7. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SO NCH LATERALS
SHALL ENTER APDAMETER TERMINAL MANHOLE. NOMORE
THAN2LATERALS(REG4 SSOFS12E)SKALLEMERALL
OTHER 4' DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN
INDIWDUAALTROUGH. & DIA METER MANHOLES SHALL BE USEDR
THE ABOVE CONDITIONS ARE NOT MET.
18. NO MORE THAN 5 LATERALS SHALL. ENTER A S' DIAMETER
12. USE OF TEE-WYES O4 LATERALS IS NOT ALLOVYED.
20. ALL MANHOLES SHALL BEVACWM TESTED INACCORDANCE
VYITH PWC STANDARDS.
-ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED" I " ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED"
3 V
a'ruvur
NO SCALE
NOTES:
(2)CAM LOCKS
(2) STAINLESS STEEL
M(:ATM LOCHS Ol PINSSS DIM
1. MMKOLEFRAWEANDCOVERTOME EOFGAY
SEE DETAIL
CASTIRON CONFORMING TO ASTMBPEC.A1•ATJ.
X1411T
CIA3835.MMIIFACT MMSNME MNYLFACTURBL
1'LETTERNG
ALL CASTINGS SHNL CONFORM TO THESXAPEAND
W
2)PICK BARS (� A
OWENsgNs sMOWN. THEYBHALLBECIEANAHD
P
SEE DETAIL
PEWBCT.WNOUr BLOWORSAIDHOI M
0
�O
OEFECTSOFANY ONO. TENDNGTONPMTHe�I
0 0 O
L v
SMENOTH NOPWGGwGORSIGPPWGOF
DEF ECTNE HOLES WLL BE PFFUAR®.
O
2 CASTNMSNNLBEUNPNM®AMNVOIMW
O
FAlET1ERS51WLBE
9
/AO
COVERAA14DMo
^W
CCASIT LEMNTO
F N
V v
3. MMXOLERIN6AND COVERSHNLMTIXSrMOW20
VFHIC11lMiRAFFIC.
COVER FACE
N.TS.
Lei-1/4'DIA
I
4. MINIMIIMAVEAGEWEGHT:PLI MMNU M
RING IM5 .COVER 1BOLBS, OMr31SM
S. PERFORATED COVENSWLLNOTBEALLOMED.
o
RUBBER/
LOCK
0. MPPLYSOCKEEFORIOININGCAMLOCK
,�.
GASKET
SOCNETPERPRILECT.
YEDHAW9Y. ONEwow
CAM LOCK DETAIL
Z UWWCWCRETEGRADERRDSMEMW
N.TS
AUDWED.tNLESSAPPROVEDWY PM
•�
3.13116'
f 1
PROTECT COOEDIMTOR
COVER SECTION
TUTS.
�
a. MAIDETAILMTOSE,ISEOO4AILMAISIOlES
LCCAIEDOUfBIDEOF PAVEDAREAS, 11M6E58
OTXFIRWSEAPPRDVED.
Y
9. REFER TO O6fAXSA7 FMINMAlAT10NOF
?
27-3N•-Z/jNS'OA
Sir DIA SS ROD
VEHF GrN2L
zslre',Re-N4•
PICK BAR AND
GASKET GROOVE DETAIL
RTJL
FRAME SECTION
N.T.S.
TO PREVENT REMOVAL)
FRAME
WTS.
FRAME PLAN
NOTES:
1. DETAIL M M USED M PAVED AREAS ONLY. ALL OTHER
M OMS8 BEINACCORDANCEWTHMML&8,
UNLESS OTHER W SE APPROVED.
2.MANHOLE FRAMEANOCOVER SMLLBEMADEOF OMY
CAST IRON CONFOR M M ASTMSPEC. A4153 CL3
RESPECINELY,NANOFACIUREDBYSAME AMNUFAG7URER-
OM CASTINGS BALL CONFORM ro TIE SHAPE AND
DIME WB BHM THEYSWLLL BECLEANANCPEW'ECr.
WNDIG OMPAR MEI MnRE G H. NOP&GGIMMOR D
TENDING TO MPARTHEIR STRENGTH. NO PLUGGINGOR
SfOPPIND OF DEFECTIVE HOES WLL BE PERMfNE0.
3.CABTINGSSHALLBEUNPAWMMDSMLLMW WE
LETfCR6•PWDFAY-NCMDBANIfARYBEWER'C INTO
COVER, LETTERS SMALL BE RAISED AND CLEARLY VISIBLE
4. MANHOLE RINGAD COVER SHAM WITHSTAND H-20
VMCULARTRAFRC_ ROCKING COVERS BALL NOTSE
ACCEPTABLE
5. MNMUMAVERAGE WEIGHT: PLUSOR MINUS M RIM 175INNS.
COVERFIMUS, Liturmus.
& PERFORATEDCOVERS MiLLNOTBEAtLOWET.
COlDRETE COWR-PAVEDAREAB
STrfOTIw201E3530M PSI CLASS W
CONCRETE COLLAR 3b AIR
ENTRAINMENT ALL AROUND FRAME
(WHEN VTILIDNG CONCRETE GRADE
EXTENRINGSTHECONCRETECOLLARBFV GONE) T02Yoil B¢ ELOWTIroPOF
GONE)
ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED "
"ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED"
6 2NO I Hrvur
SCALE
PVC SDR-26 OR D.I. TEE-
SEENOTES 7&BON&H
STANDARD TEE
CONNECTION
THREADED SLOTTED
CAST IRON PLUS
TRAFFIC CAP
THREADEDCAST �J
IRON HUB
STNNlE35
STEEL HOSE
CLAMPS 4'ACA.1.70 MC.IlPIAsfO
MIN. 1M THICK EPDM COUPLING
C/O CAP ASSEMBLY
SINGLE WIDE
STAINLESS
61IMSTRAP
(GENCO OR APPROVED EQUAL).
SEETABLEON&tt
rr0116• EXTENDSTACK
INLET GRADE WRING
TESTNGAFTEI
TAPPING SADDLE
II®
(OPTIONAL(
'm
NOTE TM SMALL BE 4 UT
R1SMSNALLBE4'SDR-2BPVC-
FOR4'LATERAL AND
EXCEPTITSHALLBE4'DJAFTHE
SMALL BE 0Ire FOR IT
LATERALffSELFISDUCTILEBRON
LATERAL
STONESHALLBE
EXiENDEDTOBED MM•
LATERILCONNECTION
+
�rF
CAPSHALLHAVEr
COVER NON TRAFFIC z
ARASANDSHALLSE
SETATGRADEINAVED
AREAS N
PERMANENTASSY
SEECLEANOUTCAPAWY
GLUE CAP OR Fill CA`
FOR MR TESTING (TO
REMAIN
t EXTENDSSTORMOR
t PROPERTY UNEID.L OR
$��� PVC, DEPENDING ON
0-11- LMATFIRAL)
PVC SCR-2BGASKEIEO
COMBINATION (SEE
NOTE180N&IVOR
}� MECNJOINTFITTINGS,
III; IF D.I. LATERAL
FOR SEWS SERVICELATEAL
NOTES SEE DETA¢&11
ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED"
SEWER SERVICE LATERAL NOTES
1. HOLE IN SANITARY SEWER MAIN MUST BE CUT MTIH
It. SEE INTERIOR DROP STRUCTURE OR SUDS MORTM SLIDE
SHELLCUrrERMO MERTMSALLONED.
SHELF DETAIL FOR VERTICAL DROPS OF MANS MDUTERALS.
2. LATERAL SMALL CONFORM TO AEIA SPECS. 0101
12 LATERALS LESS THAN 3' IN OEFW OR GREATER THIN 2D DEPTH SHALL
SOR-W UNLESS OTHERWISE IN 7WAS W.
UHLGE DUCTILE IRON PIPE ANDFRTWGSWITH CFRANICEPDXY
(PROTECTO 401L OR THEN SEPARATION REQUIREMENTS CANNOT BE MET.
]. ALL 6 FITTINGS SHALL BE 4' OR r UNLESS
WI
OTHERWISE SPECIFIED,
13. ENTIRE SEWER LITERAL ASSEMBLY SMNLBEAIRTESrED
CONCURRENTLY NTH SEWER MARL
4. ALL PIPE SHALL HAVE AN INTERIMME UNIRG OF
CERAMIC EPDXY (BEOTEMP 401� THE ENTIRE W.
MI
14. wDV1pUN. LATEARSEMR BE EOMO RUSHED PRIOR TO
LATERAL SHALL NpNPRI6ED OF O.L PPE 6.
FWSNNN35MRARY ENTER MANS.
MIUMS,
RI
MECNANICRLJOINTFlTINGS.
15, LATERAL SHALL NOT BE BACWFlLLED IlNf1L MSPLSTED BY THE FAYPWI:
5. All CONNECTIONS SMALL HAVE RUBBER GASKET SEALS
PROJECTCOOf1DIATOR.
NISTA1rm
M. WYECONNECTONSSMLLNOT RE USEDroTIE LATENAI.SIMOA
B. SMRARY SEWER SERVICE CIO STACK SMALL BE
MANIDLE
IODATED 1r FROM HATER SERVICE LOCK VALVE NHEN
IN THE SAME MICK
B COORgMTOR.STONE
1]. IFBENDSMEMPRED
EINSPROTECT
Oro BE INSTALLED FROM VNDETNRBED(SEE
BEDDINGIS T
]. NITIMLLATION OTHER TVW AS SHOVMI YLL4T BE
DETAIL &12)SOILTO BOTTOM OF BEM
WILTO
MPROVEDBYTHE PWC.
18. PVCCONSwATONSMALL SEA MOLOEO
S. eE
ONSESS
MRTAP ROVEDEQUAL,
SDR26,AS MANUFACTURED BY HIARCO, GPKORMPROVED EQUAL,
ALLOWED OTHE MSEAPPSNALL By THE RAC
PROJECT cORDISOTINERWISEAPAIROVE00Y
PROTECT COOROMTOL
19. SD INCH LATERALS IHOH
TER
A4, DIAMETERAJ3,SA ORE MA
SAERENTERAe IAM NO MORE 2
SMALL
9. SLOPE VICE
OFSiZE)NAIARMHOLE
(REGARDLESS OFSI�SS LL
DIAMETER MANHLES
RMDDEPTH BY ME OF HELTALLBE
OPMRAWE
DETERMINED OF
AN IHER4'
SHAR HAVFt E
A ANwOMOUNL
DIAMETER MANHOLE&MANHOL RALSLL
ENGINEERJPHY AS INDKWF
APPROVED BY THE PNC ENGINEER OR ASINDIGTEDON
APPROVED
BE NS
AROIGO DIAMETER MANHOLES 6MLLBE USED IFIHEABOVE
THE ORANAN6S.
COHpBONSMENOT LIEF.
10. LATERAL SMALL C0WMFWTOWE2%MINIMUM SLOPE
20. ALL LAWFUILS(r MD0T SMALL MUZE AC RISER (STACK).
FOR THE 4. OR THE 1%ommm SLOPE FOR THE W.
Y MUMCt OWSP=MFOFtr RM75'.WF
21. REFE MOM.TNLS.I2FORSEPARAnONREOWREMENTS.
IW.
M LOCATION OFCLEANO T SHMLSE NO CLOSER THAN UTTO FRONTOF
BUILDING
THE FOLLOWING TABLE SUMMARIZES THE MATERIALS TO BE URlI2ED FOR
6EWERLWNM0 TERALCONNECRORS
PVC M41n
1 IS mi.
wBm
WB
F"Wris
PVC WMwI
PVGwtlIq •raFtltllP
MJ/I1tlnp MmbxmltlonllNN•t
udme
ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED
1220 FORT BRAGG ROAD
SUITE 200A
P. 0. BOX 5392E
FAYETTEVILLE, NC 28305
TELE: [phone]
EMAIL goetzorch8ect®eorthlinknet
T2 v
SEAL
2
r D27502
'%ftpa W,
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Seuthern Pines, NC
116 N. Cad Spring Seems- Fayetteville, INC 293E
Voice 91P221-00.13 - Fm 910-221-GOBS
w w w. O r a wf e r d dsn. c&rn
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
DETAILS
NMMKS, SPEI1PCAilONE AND TIE DESIGN ARE AND
SHNL Rt]LW RE � OF THE ADIIECL
MERBR BE PROECr FOR WIDN THEY ARE
PREPARED M DFWIfD OR NOT. TINE-mmm
AND SMMc1IX1 S MWL NOT BE USED N TIE
PROECr OYN6R OR MY OTHER PARTY FOR ORBIT
PROJEO& AOIXRONS TO THIS PROECL OR FOR
EOMPM MN OF T16 FROM ODEPT BY AGBDIOf
IN AM•ONG AND WIN APPROPRIATE CO WEN IRA
TO THE ARCHITECT.
ADA AND LEGAL DISCLAIMER
INS 006YOT M NOr TO C y Mill
ALL IEOMRFMFIJM rDMAMD N THE M•NCAHS Moral
MBABUIES AR (ADA) OR DIM LAMS AROUTEC15
AND COMMENTS ARE NOT UCOMfD TO PRIIPN:T LAVA
O DALE ADHO Cwi[ um TIE OMDL 9g100
MAE TNB 00011@n 1&YIEAAED BY MS AYTGdEY M
OEFINIM F R CANES WIN AA AND OTHER LAI3
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO.
C502
7 7PAIVIIMI
NO SCALE
8 1 CRIVIIIV
NO SCALE
yJ
DATE: JUNE 03, 2014

Crawford Design Company
2014 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of crawtord uesign company. I ne Uwner or any otner parties span not use the worK on this or any pro)ect except Dy a proper agreemenE aflU appropnaLe LUrllpensauun.
SEWER LATERAL NOTES
'T NP1rC�
1). P.V.C. PIPE SHALL CONFORM TO
SDR-26 TEE WYE AS
ASTM SPECS. D-3034 SDR-35
• MANUFACTURED BY HARCO.
GP4 OR APPROVED EQUAL.
2). ALL PIPE FITTINGS SHALL BE AS
1
(NEW CONSTRUCTION)
NOTE ON PLANS.
.I
3). ALL CAST IRON PIPE AND FETTINGS
SHALL BE C.L. SOIL PIPE SERVICE
PVC. SEWER
WEIGHT
SPECIFIED.
OR D.I.,UNLESS OTHERWISE
4). ALL CONNECTIONS SHALL HAVE
-_ I
RUBBER GASKET SEAL INSTALLED.
IMIII'' I EI I
5). INSTALLATION OTHER THAN AS SHOWN
I
t- 'IIII =
MUST BE APPROVED BY THE DESIGNER
L
'
SLOPE 1/4- PER
6). SLOPE AND DEPTH OF THE SERVICE
FOOT MINIMUM
w
LATERAL SHALL BE DETERMINED BY THE
w
TOPOGRAPHY.
N
7). CLEANOUr STACK TO BE BURIED 2.5'
D
,II U
MIN. DEPTH OR 6' MAX. DEPTH.
'I I �°'
8). INSTALL INVERTED BRASS CAP
COUPLING f
FLUSH w/ SURFACE IN PAVED
APPROVED
AND CONCRETE AREAS.
9). CLEANOUTS IN OPEN GRASSED
- -
AREAS SHALL BE INSTALLED W/
A CONCRETE COLLAR FLUSH w/
PVC. SEWER
FINISHED GRADE
LANA SEAL CAP
-400) OR APPROVED
EQUAL
SEWER LATERAL NOTES
1). P.V.C. LL PIPE SHACONFORM TO
ASIM SPECS. D-3034 SDR-35
2). ALL PIPE FITTINGS SHALL BE AS
NOTE ON PLANS.
3). ALL CAST IRON PIPE AND FITTINGS
SHALL BE C.I. SOIL PIPE SERVICE
WEIGHT OR D.I.,UNLESS OTHERWISE
SPECIFIED.
4). ALL CONNECTIONS SHALL HAVE
RUBBER GASKET SEAL INSTALLED.
5). INSTALLATION OTHER THAN AS SHOWN
MUST BE APPROVED BY THE DESIGNER
6). SLOPE AND DEPTH OF THE SERVICE
LATERAL SHALL BE DETERMINED BY THE
TOPOGRAPHY.
7). CLFANOUT STACK TO BE BURIED 2.5'
MIN. DEPTH OR 6' MAX. DEPTH.
8). INSTALL INVERTED BRASS CAP
FLUSH w/ SURFACE IN PAVED
AND CONCRETE AREAS.
9). CLEANOUTS IN OPEN GRASSED
AREAS SHALL BE INSTALLED w/
A CONCRETE COLLAR FLUSH w/
FINISHED GRADE
HE
FLEXIBLE SOOT CONNECTED
TO MH VdTH SS E%P. RING
NONSHwNK GROUT TEAL -
SDR26PVC ----------- -
EMIN C MA%�
FORATRANSITIONBELL FROM DA. TO PVT
USE AC9o0 PCII %30R 283PIOOT
AD.wroa
SOIL TO SPRING -LINE OF PIPE
AS URECTED BY PWC
PPOJEOT COORDINATOR.
ik RTMNIESSSTEE S
CONFFOORMING l O THE PIPE ANCEANCHORm
AND EDGEAN STEEL ANCHORSOLTG
MIN WEDGERAPSSHALS. 2 STROPS
MINJAIIM. STR,1P391WLBE ]' O.G MAX
PLACE STRAPSwTHIN 1' OFTEE ANO
WIRBN 1' OF I BEND. ALLOTHER STRAPS
SHALL BE T O.C.
SW 33 SWPVC Ile BEND TOIN ND-
INVERTOUT.BENDSHALLBE
PUCEDON TOP OFSHEW-
SHELFT DIRECT
UGHONTOP OF
SHELFTOTIREOT FLOW. IN
THE DIRECTION OF FLOW.
NOTES s. gN1P 8WWLTWEMa swat BEAMPA OirgllYfTEa
1. IMNIgLESI MINKf.OROYC DROP$fwICRgESWa13ERlSfµ1�I{iNISTWIILOF
wAOSTM8N1f1O3, SEE NAIAIOIEDETM FOR YAYMIEASH110MM IFTNEORADEOOESMOTALLOW,
AgKnoxMlxfnwunox TrellamAUASBF�n®Input.
Z. MLPYOFlTTINOSFMiDROP 6. S'dAMAHMgES IEOLWI®Fg1ALL ggP88-AFAT
8II111t11gE MIML BF.SOR]5PW WfII liffATER OIONYEIFn,NDw6iSOR MOPECUIEPNS
Sq.VENTWEIDJOMS tM9llfllletq£9YYIlHA'WwACROROP8.N0 MORE
a AUMplE8ORMIBITWNIiq OERIItPlV1 �FpuaA'tMEnItNldwPBAPEAUOAIFDgAr
NAVEYIa CQ%IEfE®BASE T. NOYOMTN 46 RINCNUT®W.SORs.81%
F. DROP8TRLa'wRESNALLE0.ADEDw Un3MLS SHALL ENIERAA'DWAE16116a9NM
8EWBI MNN OR U70YLV9rRVLgN1P YRw10.£.NOYORETNIWIUTERNB(RLWAROLFbSOF
EEINEEt11NVERISq®923e.SEEPN£ rwa 91NNLENf9tALLODEA F'gAFE'(Ell YpwlgE.4
BDOEq:TMSFgTOROPslE45nYNlSP ALL UIERAL48HAtL IWYEAN gpNlgltt TAOI1GHr
VERi1ML3®AMIKNL gAMETERIIANiglEr9wLBE D3EDFl1EAeOW
fANDODFSMiENDTMELilEUTENI1YNHrrSHM1�
ATINETOPOFIIff SIW1F.
O. NO YDREOVNSUTMIA44 SHNLFMEIIAr SHLO1ww11OFSTOFIRHNNBL1AleIDlE4
OMYETFATERIFINALYM8g1E SNW. IYVE COItEANO9O01.ONLY
CTT� LNLE88APIRIOVEU DTMER�MSEBYPpc
a.PtEX.IKIOT MLUL1. ilE eofalEelEDrofRLURTN IwosECTcoormlNAroa
r7 � mMNIESSSIEFIERPIVisON RIND. FtEfOME
`'I BOOT tONNEGIORESINLLOONFOwI tOA81M 1f. lILL MMOIOIESSWJ.LSE VICWY
u23aPEc. TeslFngAccaRDNlcewpAe
8TANDARpa
FOR TRANSITION FROMM m-
PVCUBEACSFDBMLXBM2R
RPwOTADAPIOR.
FLE MMOT
SECTION
"ALL REFERENCES TO "PWC" IN THIS DETAIL SHALL REFER TO THE LOCAL UTILITY AUTHORITY UNLESS OTHERWISE SPECIFIED"
1 O SCALE Y SEVVEK UKUFA GLtANUU I C2 NO SCALE Y JtVVtK L;LtANUU 1 C3 IN SCALE K UKUY J 1 KUU I UKC 4 NO SCALE
5\ NOT USED 1 6 NU I UbE 7 N V I ustu
NO SCALE I NO SCALE NO SCALE
1220 FORT BRAGG ROAD
SUITE 200A
P. 0. BOX 53928
FAYETTEVILLE, NC 28305
TELE: [phone]
ELWL- goeharchitect®earthtinlLnet
FA
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
Landscape Architecture A Fayetteville, NC
Civil Engineering • Southern Pines, NC
116 N. Cool Spring Street -Fayetteville, NC 20301
Voice 91 LL221-U033 - I. 910MI-0035
www.cra or
forddsn.cow
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
DETAILS
IW VMM sPE@IGWgis AND ME BMW ARE AND
SHALL w1U0i ME PP riorm w ME A m#=.
MIOIER ME PXOECr nw . IIEY ARE
NFPAIFD 6 FIa2111ED OR NOT. ME ORAWWiGs
AIA 94gTN:171016 9Usl MOf ff IL4D BY ME
PROJECT OWNER ON ANY OINFR PARTY F R OR
p10.Et73. OF TH ; PROJECT 10 7HEX PROELT, OR FOR
C WRITINN OF WI H.PPR E1R8F BY MMEL®R
IN THE A HTI CT. APPROPRIATE COMPENSATION
ro 71� AR1711TECf.
ADA AND LEGAL DISCLAIMER
INS DOCUMENT 6 NOT REPRESENTED Be COMPLY MIN
ggSARI (AD�T�ON A u ARWIECTSq
AND ENGTfAS ARE KOT LICENSED 70 IHWIPRET LAWS
qi fAVE MNGE mxasalc UWs ME OWTFR SHDAD
HAW THS DOCUMMT REVIEWED BY HIS ATREWS:Y TO
DEIFNIRR: F D COUPLES Y AM AND O LAWS
JOB CODE: 13UBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO.
C503
9 IVV I UJCU 0 IVU I UAL. CU 11 IVI.
NO SCALE 1NO SCALE NO
12 NO
NO SCALE
DATE: JUNE 03, 2014

Crawford Design Company © Copyright 2014 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
THOMAS GOETZ
BRASS MARKER PLATE MARKED PLATE c WITH ANCHOR
3/4" CHAMFER AT
M EA LAYING
CORNER EXISTING WATER MAIN
CAST THE LETTERS "MV" IN CONDITIONS DESCRIPTION PROJECT USE
ONE FACE OF THE CONCRETE 4 93 BARS
MARKER AND ORIENT TOWARD , .':. . ;,.,, A
o THE ROADWAY 'v
ROTATE MARKER TO OTHER END s-o' o°
FOR BLOW -OFF
9 vALVE No. SPRIERS sITIwDRr yam➢ PPE IN CARING FLAT BOTTOM UNDISTURBED NOT USED.
12o TAPPING SLEEVE SHALL BE ROMAC BRAND am WON
EARTH TRENCH, LOOSE BACKFILL
O MODE LfSSS STEEL ACTURED WITH 316 DID+IEn 1a,E IaTas�R PPE 2' BEVEL.zEl A R C H I T E C T
----4" S0. PRECAST CONG S / LLJ
POST (4000 P.SL) - ©FT• TAPPING VALVE —//
PLATE WITH VALVE NUMBER, WITH VALVE BOX TYPE 1
DIRECTIONAL ARROW -POINTED o 1220 FORT BROAD
200A
TO MARKED VALVE & DISTANCE .% SUITE 00A
41 P. 0. BOX 53928
TO THE NEAREST FOOT. NEW WATER MAIN STOP oLVNc PIPE TELET VILL .4NC 28305
GRmin. EMAIL; etzOrchiteet®earlhGnklTet
TYPICAL VALVE MARKER DETAIL W _ FLAT BOTTOMED UNDISTURBED EARTH NOT USED. `JD
TRENCH. BACKFILL LIGHTLY
No SCALE ELEVATION
NOTES- 1 O CONSOLIDATED TO CENTERLINE
PAINT MARKER BLUE AFTER INSTALLATION OF PIPE. ,,,TN�V RIy�
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL rW�
NO SCALE 5 TYPE 2 I� /:_ �r 7
FSAL
FINISHED GRADE c 'Q I z� BDLTs4PIPEj - d yF D2]SD2 }
`IrBACKFILL TO EDGE ALL DUCTILE
HEAVY Dun PIPE BEDDED IN 4" MININUM IRON GRAVITY r D
-I I_I-I _ III -III- CARRIER PIPE sm SKIDS (a) JOB EXCAVATED BACKFILL LIGHTLY CONSOLIDATED
TERIAL SEWER LINE v /a4tllp�e�6 /%�
( —III I I III I I I —I I I —I I I I I I (SPIDER SIZE DETERMINED TO TOP OF PIPE. 'r INNER PIPZE OF SCASI
E+ o
PRECAST CONCRETE - E'I z
STEAMER TYPE 3 W ti z
PROTECTION RING PP "
z AS SHOWN PRECAST CONCRETE CONNECTION SECTION A a' E
o EDGE ON PLANS PROTECTION RING
_ ^ ROAD �� ALL PVC WATER
2 1/2" HOSE PAVEWl (aNE aR twa PIPE BEDDED IN SAND, GRANULAR LINE AND PVC LANDSCAPE ARCHITECTURE
N ¢ FORCE N F-�-1
RAILROAD MATERIAL OR GRADED GRAVEL TO E MAIN. ENGINEERING
CONNECTION I tANEs1 THE DEPTH OF 1/8 PIPE DIAMETER,
3' D AOa Gam OR AS srowN 4" MIN. JOB D(CAVATED MATERIAL CWII ape Arch m oetlNern Pmas, NC
Landseape Engineering
#re ♦ Fay¢UevRlq NC
!; o ON THE PLANS. I.; COMPACTED TO 4" ABOVE TOP OF PIPE nB N. ceN sp Bs tta-FayNA+1e NC253M
ILLs'-G" SOL Cave / AASHTOX. 99 STANDARD PROCTOR. Voice 9163Z1- 3-Fat910-221-003P
OR AS SHOWN ON ) www.erawfe rddsn.eom
6" G.V. & all a THE Pees
C. 1. BOX TYPE 4
6" WATER STONE a TRAramaN FRIWC ASKa
VALVE BOX VALVE OPERATOR NUT LINE (7 C.F. MIN.) REQUIREDNk
N
m of SrL CASINGALL
BEDDED TO ITS CENTERLINE ALL PVC GRAVITY I_
a i I SEWER LINE.: �•
a CONIC. DUCHLEN
. '^ «««.'. IN COMPACTED GRANULAR MATERIAL --
BLOCKING eRxeL cBas11RE awRUN '.'. a MIN. UNDER PIPE COMPACTED
/ (SEE NOTE) — GRANULAR OR SAND MATERIAL TO
6• TEE ^ 4-3/4" TIE RODS WITH BRACKETS '.',«'.'. 47ABOVE TOP OF PIPE. - --
(SEE DETAIL) WEEP HOLE TO PROFILE .',«. , (APPROX. 95% STANDARD PROCTOR, N= -
NOTE: REMAIN OPEN AASHTO T-99) � ' ' •..
TYPICAL VALVE BOX DETAIL( W� TIE HYDRANT TO MAIN LINE 2-0 Ili
NO SCALE 2 W/TIE RODS IN LIEW OF CONC. TYPICAL BORING & JACKING DETAIL W
TYPE 5
BLOCKING IN SANDY SOIL. p TYPICAL LAYING CONDITIONS DETAILNo SCALE
8 NO SCALE 11 '.,e .,L7 .a
TYPICAL FIRE HYDRANT INSTALLATION DETAIV'W'� NOTES- ,
NO SCALE 6 1. INSTALL METER AT R/W
VALVE BOX 2. 'Tk0 (2)-3/4' SERVICE LINES MUST BE INSTALLED --
EXCESS INS/DE A 2' SLEEVE.' 1
Te�
IN MX PLACE BMW VALVE BOX AT U11EnYWHERE FRE y 3. 'TWO (2)-1' SERVICE LINES MUST BE INSTALLED
VALVES DO Nor OCCUR t PIACE TRACER WIRE
IN BOX. r INSIDE A 3' SLEEVE.'
WLd 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
NOTE NO. 1 Ld
DRILL HOLE PRECAST CONCRETE PROTECTION RING EXISTING STORM SEWER 0_ 5. SEE DETAIL FOR SERVICE MATERIAL AND METER I -^
IFUR VALVE BOX/ BACKFILL TO EDGE SETTING
FINISHED GRADE I 6 OFVICE DITCHES.
SHALL BE 3' BELOW FINISHED GRADE I BAPTIST
?, .• 4. I
- 72" MIN.
;• � . �::_T-:.-':.I:: __ __
NOTE CHURCH NOTES: ENCASEMENT AREA TO INCLUDE ' 6'
AT PIPE INTERSECTIONS. MULTIPLE VALVE BOX VALVE Box 1. CONCRETE SHALL BE 3,000 PSI MIN. DUCTILE IRON PIPE ONLY (� 1825 RAY ROAD
VALVES, RUN WIRE UP AT ONLY 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
HE VALVE FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST z SPRING LAKE, NORTH CAROUNA
SINGLE 12 AWG SOLID CORE WIRE PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL. _
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. WATER } MAIN O NEW WORSHIP CENTER
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL POLYETHYLENE PRIOR TO POURING
BLOCKING. 2' PVC SLEEVE W/ 3/4' CARRIER
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN X 4
P.V.C. PIPELINE ON THE THRUST BLOCKING SCHEDULE. Q
X TO B STORMSSEE'WEER� J
0
—/ PIPE PLUS O.D. PLUS STREET W Q
TRACER WIRE TO BE LAID GATE VALVE 27-0" OR AS SHOWN H U
UNDERNEATH WATER LINE ON PLANS. WATERMAIN U)
TYPICAL TRACER WIRE INSTALLATION DETAIL�W� a (" W
6" MIN. 0. LA
No sruE 5 12' MIN ` SINGLE 3/4' SERVICES LA p_ O
NOTES, _ TYPICAL STORM SEWER CROSSING DETAILLILI �L// z 1. DRILL HOLE IN VALVE BOX TO WSENer TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT IF.LS7 6'-B' IXG65 �� ~ -
2. PLACE TRACER WIRE IN VALVE BOX AT 1.000' INTERVALS OR AS NOTED ON THE PLANS. TYPICAL �' A- A NO SCALE W R W Q m
BE
3. 00 NOT SPLICE PARE WHEN BEGINNING A NEW SPOOL INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A
OR455 SCREW TO THE VALVE BOX. 6" MIN. 9 INSTALLED 3 METERS S DOFF LEA F
/ X PROPERTY LINE a J v z
aR1cK SUPPORT k I-d_/'lam„ .lI HYDRANT TEE CL P w Q o
OF PIPE soE ®' �/ MIN.1/3 C.Y_ AT 3000 P.S.I. PLAN TEES - < r l I- DETAILS
lJ E-
PLAN BENDS TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL( W� z
ors 18" MINA No SCALE 1282L¢_
RTO HE EXPOSED PROTECTION RING \ A[J I I £
\\\ a €a LLJ
fdiAilE e . r c L .. °1 GkkGII t2' 12" EXISTING I AS NOTED ON PLANS
z
I m t2 L V�� __) SAW CUT EXIST, PAVEMENT
r SSSSS� rr((// ROAD
ROAD SHOULDER
.;IN. 6' � a' � � —I 1 I-1 r .d. EAST.
A.E105f. PAVE Q
m _ F _ PAVT.
-I 11=III=III=1 I I=1 -III-1 i t=1 I I-1 I I"m*rt_I I 1=1 I I=1 I=1 III= I I=1 I l-1 I I=1 I—
.N .:.c. aH°pObo o Pao?q�C4aoao o ,`'){?{.`'i'['''?: ' .`2:{ a STONE MEETING TYPE 8v CP 70GTKtNS
Le- ! �P ABC. STONE TYPE B OR C. TO BE i BACKFILL AS WUWN(S, SPE61CA11W5 AND THE OLSIRT ME MD
—III— 18" MIN. - 10" O OR LESS I av'o eaoo��ao"oao'o°ao�ao� rrt{ ,'?;Tit.;.: caLwAcrm ro TOO z NAmERE am Gal 1
' II 11 II 1 OWL REMAIN THE PROPERTY OF THE AAQ(IECE,
III —III 1=1 I I—i I I-1 - • —I 1 I=1 I I —III - 1�1.1.t. III —I - ooaPooOah o°o?Dy?o oQa:a6p0?4 'i .. ,. ,.>. ,...:. _8 INDICATED x YnD,TTm Tle PRQEsr FOR Ora THEY ua
vNti� eml 24" MIN_ - 12" o OR LESS
Scale: NOTED PREPARED a aEwtm OR M. THE WWRM
.^... ":. N M AND SPECIFICATIONS SHALL NOT BE USED BY THE
-�•-^ '^'t`t' +.+,.:=;;__ THREADED PIPE 90' BEND 45 BEND 221/2• BEND 11/4' BEND LEE PLUG .I :a I PR.ECT OWNER TIN ANT• OTHER O FAR AR
N NOTES: "T PNO.ECIS, AWWIONS ro 1105 PROECT. OR Fat
:i:: :"- COUPLING SIZE A 8 A B A B A B A B C D "n t PAVEMENT SHALL BE CUT TO TRUE LINE AND
Date: 2009 Otl@TETNx W 116 RiOFCf E]>Im,T BY AO®@If
SQUARE HER.`:�TAt1PE➢ BnCKFILL. �• IN MIRING AND WIN APPROPRIATE COMPENSATION
VALVE Nlrt a✓LY 4" S. 12" 8" 8" 6" 6" 6" 6" 8" 9" 70" 16" REMOVED BEFORE TRENCH IS CUT.
�:T'•'•`_^. �:'.:: "e'er 45 BEND TO THE ARDDTECT.
" "� r' •; `•:` 6' 10" 12" 8" 10• 8" 8' 8" 8" 10" 10" 12' 18• 2. STONE AND PAVEMENT TO BE PLACED WITH LEAST NEW WATER LINE SERVICE LINE TO Drawn By: HCDPU
INTERFERENCE TO TRAFFIC. CORPORATION METER CONNECTION
B. tS" 13" 10" 10" &" 8" B. 8" 10" 72" 12" 24" NEW COMPACTED BAaO1LL 3. STABILIZED AGGREGATE TO BE SECURED FROM ANDA AND LEGAL DISCLAIMER
PIPE SERVICE SADDLE - A.Y.MCDONALD COCK -AY. MCDONALD
,JJ,,,E!!!££�EEECHANICAL JOINT t0" 16 14 t0" 12" 6• 10 s" 70 11 t4 74" 25" APPROVED Duu+Rr. Checked By: W.W.R.
/ YITH GRIP RING BRASS PIPE NIPPLE 2' DIA 12" 20" 16' 12" 14" 8" 12" 8" 12" 7 4" t 6" 16" 30" 4. ALL PAVEMENT REPAIRS TO DE IN ACCORDANCE STYLE HINGED 38B1 FOR 3 4" 1165 DONYENT S NOT RmREgLNIEO m CCIFLY O7X
j/ BRICK TO OR LONGER TO BRING PIPE SERVICE SADDLE - AY. MCDONALD A11 IEOtARU f( r) 9 O TIE AR001E YaO1
WTW N.C.D.O.T. SPECIFICATIONS. DSABUIRS ACr (ACA) OR ORER UWi ARUDIECI3
SUPP=UDEODORT
E0X up TO FINISHED GRADE 14" 22" i s" 14" 16, 10" 14" 10" 14' 16" 18' 1 B" 34' Book No.: AND DOOM ARE Nm Uozum M IRTBPRET uRs
PIPE NIPPLE TRENCH WIDTH OR GRE Al LaRmDDm IAK THE DOOR SIOIID
16" 26" 20" 16" 18" 12" 15- 12" 16" 78" 20" 20" 36' I TMW T It000®D RETIEVED Tn M ATMO m
PIPE OB PLUS 16' FOR PEES UNDER 3Y OD. PIPE O.D. + 18" FOR PIPES UNDER 33" O.D. Page No.: DERIDf✓E F N COMPES WITH ADA AND DIM LIVE.
PIPE o8 Pt1s zs' FOR PIPES OVER 3s na PIPE O.D. + 24" FOR PIPES OVER 33" O.D.
NOTE: Job No.:
1. "SERMCE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE,
—MIN 18' 36' T1REp . ' 45- BEND, CORPORATION COCK AND ALL LABOR INVOLV D IN JOB CODE: 13LIBERTY
PIPE NIPPLE iN ➢Ia a- MAKING A COMPLETE SERVICE CONNECTION.
NOL 1/3 CY. AT 3WD PSS 4
2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS) DRAWN BY: ATC
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE CHECKED BY: FDC
WITH 2' THRE-Al PORT
REVISION:
TYPICAL PERMANENT BLOW -OFF ASSEMBLY DETAIL W TYPICAL WATER SERVICE CONNECTION SHEET NO.
NO SCALE 4 TYPICAL THRUST BLOCK DETAIL W TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL(k USING TAPPING SADDLE DETAIL
Sheet No.: of 3
NO SCALE 7 NO SCALE 1 0 NO SCALE 1 3
NOTES SEE TYPICAL VALVE BOX DETAIL FDRBRICKINSTALLATION C504
DATE: JUNE 03, 2014

L.rawrora ueslgn L.ompany v Lopyngnt zu 14 — All arawings, specmcanons anti sesfgns prepares Dy Gawrora ueslgn L.ompany are instruments or service ana snap remain the property or t_rawroro ueslgn L_ompany. I ne owner or any Littler ParLles snap not use me WUFK on cols or any PrLi)ecL eXLEPL Uy a PIUPCI aryltfCNIOI IL d11Y CIPPI ,TA 145M �Vr 11FC11aaLIV1I.
v
�n
n
y
it
m 1' FROM EDGE OF ROW o
3
1' FROM EDGE OF ROW a
a
w
o
a
PLASTIC LID WITH
LID IN CENTER
CAST IRON
1' FROM EDGE OF ROW
a0
METER BOX LID, CAST IRON
PLASTIC UD WffH CAST IRON
LID IN CENTER
tie
°'
a
C
O
9"
9'
S
o
f
j
2
3/4 Ind, Cato Vdw
RegLeed ca
p
METER
2" Inch Gate Vd1e
� 3 " X 18"
LLdamer aids
within 12 inches of
tiro Yetc Boa
1• Md1 Gels Vdw
Required ca
Custmner eiae
Y:dh1. 12 Ychee of
2" X 18"
SERVICE LINE y 9 NIPPLE
FROM STREET
Required an
tLdmner aide
i1 1' X 18" WiNin 12 Inches of
SERVICE LINE
FROM STREET
8 NIPPLE the Matey Box
`
O
g
SERVICE LINE
FROM STREET
\ B NIPPLE U10 f'1et' B00`
+ , :.
METER SETTER •'.:., :% :%
7:zj
CENTERED
IN BOX METER TO BE INSTAUFD PRY. Location dean stn:mn of the cut-off vaiw
... ...-
.... _ ......
.:':..
METER SETTER
.
BRICK SUPPORT
METER SETTER •i: -•.:%:
CENTERED >��
CENTEREDPTV.
laatlan dam etmm� of Ne wlroR vdva
7!"R-V.**L—tIQn
IN BOX METER TO BE INSTALLED dam e6amn of the cut-off vdw
IN BOX BRICK SUPPORT
z
:1
METER SETTER WITH
BRICK SUPPORT
p
DOUBLE CHECK VALVE
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED (BACKFLOW PREVENTER)
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED
U
2. INCLUDE STONE IN PRICE OF METER BOX.
-
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED
METER SETTER WITH
DOUBLE CHECK VALVE VA
2. INCLUDE STONE IN PRICE OF METER BOX.
'a I-
3. METER SERER SIZE AS NOTED ON PLANS.
2. INCLUDE STONE IN PRICE OF METER BOX.
(BACKFLOW PREVENTER)
3. METER SETTER SIZE AS NOTED ON PLANS.
is t.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
3. METER SETTER SIZE NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE:
OV.
TYPICAL
4. ALL BRASS FITTINGSS SHALL BE COMPRESSION TYPE.
E" z
3 4" METER SETTER INSTALLATION DETAIL
W
TYPICAL 2" METER SETTER INSTALLATION
DETAIL W
NO srALE
14
TYPICAL 1" METER SETTER INSTALLATION
DETAIL(W
No SCALE
18
z w zo
-
NO SCALE
16
Z
ro— 12'
®-
24'XIVRE'-7ANGULAR
26•x2 VALVEBOXU�
Milk
{L�I,..
VALVE BOX
+ + 4 4 +
+ + # + +
+ + + + + +
+ + + # +
I
++++T///I`:•� 31•
+ + /l�ds +
i
i
4
+ r + +
4 ♦ + # # + + r r r r
♦ # i ++ 4 r r i } #
g E
+ + + + + r
+ } + # + + + +
1.
+ + + +�+ + + + + +
.
t
/
4 1/2'x7 1/2' STEEL
HINGED ACCESS HATCH
ISOMETRIC
^
A
ISOMETRIC
V � ')
/
A
PLAN
PLAN
77
0
I
18'
24.
I 2P
26•
i-
z
(
J
PLL AN
g O
Lij H U
ABS PLASTIC
120 ABS PLASTIC
J
En
V
18'
Q
fn
LLJ
372'
tT
31R'
tT
{—
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ELEVATION OA
ELEVATION AO
W
1= J
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F—
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F-Lli
F- 0
21 72' I
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CAST IRON
(
18.
ABS PLAsnc
LLI
z
6 3/4'x4' PLASTIC
f
~ Q
r + + ♦ + + + + + r
HINGED ACCESS LID
6314•Its
_
r r + + . + + + .
♦ + # MA# + + +
♦ + # + + + # +
Lj
+++++++.h R+++++++
++++ +% ♦+j+++#+ +#
7++
2731,r
7
L
# + r r r + + ♦ + +
+ ++ + + 4
22314.
4 4 + # 4 +
+ + + + + + + + +
I
lk
ELEVATION (
LL
16314•
+ ♦ + + 4 } + + # + t
gEVATIONO
Z
2(r
R a
SHOWN WITH EXTENSTION
Scale: NOTED
Date: 2009
Drawn By: HCDPU
Checked By: W.W.R.
Book No.:
t1
TYPICAL METER BOX DETAIL FOR 2 SERVICE ��
TYPICAL METER BOX DETAIL FOR 3/4" SERVICE
W
TYPICAL METER BOX DETAIL
FOR 1" SERVICE OW
NO SCALE
19
Pose No.:
NO SCALE
1 C
J
NO SCALE
Job No.:
Sheet No.:
2 of 3
1220 FORT BRAGG ROAD
SUITE 200A
P. 0. BOX 53928
FAYETTEVILLE, NC 28305
TELE: [phone]
EMAIL- goetzarclLitect®earW'mknet
Br .gr
/4-
&MUM
eynMinpaw
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
116 N. Cod Sixft5Ucet- FayNleviOq NC 28301
VclM 9l0.221-0W 3 • Fax [phone]S
w w W. c r a w f o r d d s n. c am
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
DETAILS
OMMM SPEWCAI NS AND 7W MW ARE AM
SMLL FSWAY TIE PROPS M OF M PROmEOf
NEORR TW PROJECT FOR NNOI DO AM
PIEPN3O IS EWME0 Ol Liar. IRS MAMA=
AND SPEOMMOIS SNALL NOT E USID 61 TIE
Pill E OwNFIt O7 ANY OTHER PARTY FM 01M
PR0 M AOOIIdS T2 THIS PRMCT. OR FM
catwlElmtl OF 7116 PRMU VWT RY AMMU
N RimlNc Atro WEN APPROPRIATE COMPENSATION
m TIE ARWRECF..
ADA AND LEGAL DISCLAIMER
'DE RRORIFM S NOT R m COFLY WIN
tMSABNIE 6�ACf (AO dt u1LS AROa@CISS
she FRONSES NE NOT LICBRm m MIS04W LAWS
E fain: A NNOW8I9 um TE OFtF1t win
MW 1111S OO2ARTr REW511111) BY Ns ATIDFW m
OEOW E F IT CONPIl6 WIN AM AN OTaR LAW
JOB CODE: 13UBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO.
C505
DATE: JUNE 03, 2014

Crawford Design Company 0 Copyright 2014 — All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except Dy a proper agreemenE ana appropriam compensaLwn.
General Notes
1. See specifications for topsoli mix.
2 Do not damage main roots in destroy root bah when installing bee stakes.
3. Water thoroughly after Installation.
4. ProvMe drainage for planting pit in impermeable sal conditions
5. AD shrubs must be tagged and approved by consultant v4thin 14 days sitar tender dosing.
6. The root collar shall be apparent at surface of pool bag, orconhaclarshallberesponsible for
removing excess sat from the top of the root bag in order to establish the conectgrede. Root
coltarshall be planted no mom than 24nc hes above grade
7. Mulch shall not exceed 4-inches in depth and shall remain a minimum of 64ndhes away from
the base of any given bee
Cleanly Prone Only Damaged;
Diseased, andrar Weak Branches
4' Shredded Match
se of Shmb To Be Slightly Higher Than
Existing Grade To Alm for Saf lament
Carefully Remove Top 111 of Burlap or
Container (If Non -Organic Container,
Remove Completely)
Cut Smharal Sfds In Organic Container
To Facilitate Root Penetration Remove
Bottom Completey.
SECTION VIEW -DECIDUOUS & CONIFEROUS SHRUBS
wffi
[iemeiNdac
h. sm rpWErabiornblminc
2 WmldRnaAmYntNhe;delm ndedlxim
IWrlbghmetNoa
1 was WwgNrrrmrngwut
/. Mwsem M1Ornadoim bn xv®mc
Ywala oM1
1 PndmbawpbysdogWmVgrnmibml
w
a uhmmmane
mhbatemeamaygmmq
waeu,x VAl6t a dm ova hnnendmhq
). 1M,ml role dal be ypasd a mdaz d Goal
bit wen .aaewa
near col eon en coo d fttwditee wtbee b oMNw
yamd, ae man anaa Trod m. dew m
PPme la m tAas l,an 2a�a® San. Faas
A dtl,duendamd4iieehhdaNeral
,coat,aoYNmmodWorhsevArh"n,wAbaA
darypmneea
NawJFwmd Tnslo
Uncled Bf Dedwer
IRRIGATION NOTES
gGRASS LIMITS (TYP)
z MULCH LIMITS (TYP)
LANDSCAPE NOTE
1. ALL TREES SHALL BE MULCHED WITH A MINIMUM 6' PERIMETER UNLESS OTHERWISE
INDICATED.
2. CONTRACTOR SHALL USE HARDWOOD MULCH FOR ALL PLANTER BEDS UNLESS OTHERWISE
INDICATED. THE USE OF ANY OTHER MULCHING MATERIAL MUST BE APPROVED BY THE
DESIGNER PRIOR TO INSTALLATION.
3. CONTRACTOR SHALL USE COMMERCIAL GRADE METAL EDGING FOR ALL PLANTER BEDS NOT
ENCLOSED BY CONCRETE OR ASPHALT UNLESS OTHERWISE INDICATED. THE USE OF ANY
OTHER EDGING MATERIAL SHALL BE APPROVED BY THE DESIGNER PRIOR TO INSTALLATION.
4. TREES, SHRUBS & OTHER PLANTINGS SHALL MEET ALL LOCAL AND STATE REQUIREMENTS.
5. ALL PLANTS MUST BE MULCHED WITHIN TWO (2) DAYS OF PLANTING BY COVERING THE ENTIRE
PLANTING AREA WITH A 44NCH THICK MINIMUM LAYER OF MULCH.
6. ALL TREES SHALL BE AT LEAST 2.5" CALIPER AT TIME OF PLANTING UNLESS OTHERWISE
SPECIFIED. ALL SHRUBS SHALL BE A MINIMUM SIZE OF TWO (2) GALLONS AT TIME OF PLANTING
UNLESS OTHERWISE SPECIFIED.
7. FOUNDATION PLANTINGS SHALL BE SPACED AN APPROPRIATE DISTANCE AWAY FROM
BUILDING WALLS TO ASSURE PROPER MAINTENANCE AND GROWTH.
LANDSCAPE REQUIREMENTS
PERIMETER SCREENING
NON REQUIRED - PARKING ADDITIONS ARE INTERNAL TO THE SITE.
PARKING FACILITY -
REQUIREMENT: LANDSCAPE STRIP ALONG PARKING ADJACENT TO BUILDING SHALL BE 6 FEET WIDE
PROVIDED: 6-LANSCAPE STRIP
REQUIREMENT: LANDSCAPE STRIP LENGTH SHALL 50% OF THE LENGTH OF THE SIDE BUILDING WALL OR WALKWAY
ADJACENT TO THE PARKING. LENGTH OF BUILDING SIDE WALLIS 150 FEET. 50%OF THE LENGTH OF WALLIS 75 FEET.
15 SHRUBS PER 100 FEET IN LENGTH ARE REQUIRED. A MINIMUM OF 12 SHRUBS ARE NEEDED TO COMPLY.
PROVIDED: 40
REQUIREMENT: ALL PARKING SPACES MUST BE WITHIN 60 FELT OF THE BASE OF ATREE. LANDSCAPE ISLANDS MUST
BE A MINIMUM OF 10 FEET WIDE. TREE CALIPER SHALL BE A MRIIMUM OF3-INCHES
PROVIDED: INTERIOR LANDSCAPE ISLANDS ARE 10 FEET FACE OF CURB TO FACE OF CURB. PARKING SPACES ARE
WITHIN 60 FEET OFTHETREE BASE. 3-INCH CALIPER PROVISION IS NOTED ON PLANS
REQUIREMENT FOR BUFFERS: SUBJECT PROPERTY IS USED FOR NELIGIOUS PURPOSES. ADJACENT PROPERTY TO THE
FRONT, SIDE AND REAR IS UNDEVELOPED. IMPROVEMENTS ARE INTERNAL TO THE SITE.
PROVIDED: EXISTING LAWN AREAS EXISTS A MINIMUM OF 20-FEET FROM PROPERTY BOUNDARIES.
ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON
SHEET C001 SHALL APPLY TO THIS PLAN
I� Landscape Piantin Table
Classification Key Common Name Botanical Name Quantity Type I Size Notes
@ UP Chinese Elm Ulmus parvifoha 14 2.5" cal., 1 O' ht- mfnfmum. Healthy, Well Branched, Full Foliage
F
a ND Gulfstream Nandina'Dwerin Nandina domestics 21 See Sizing Notes Healthy, Full Foliage
IV Dwarf Yaupon Holly Ilex vomitoda "Schl1 ings Dwarf 19 See Sizing Notes Healthy, Full Foliage
w
li. e.-. . ......
1.) All shrubs wtlh a mature height of 18" to 30" shall have a minimum fnsfalled height of 18" unless otherwise spetdfied.
Swing Notes 2.) Al, shrubs with a mature height of 36" to 72" shall have a minimum installed height of 30" unless otherwise specified
3.) All shrubs with a mature height greater than 72" shall have a minimum installed height of 48"unless otherwise speilfied.
Z.-
:: •::
_
;QQ
.m.
0
EX. WOODLINE f �.
\_
�M -
Q
�a
� • �' � raffia=o�
aaaa
EX. PARKING r /
r
t
r
_
EX. PARKING
30 a 15 30
GRAPHIC SCALE
( IN FEET)
1 inch = 30
120 1
1220 FORT BRAGG ROAD
SUITE 200A
P. 0. BOX 53928
FAYETTEVILLE, NC 28305
TELE: [phone]
EM111L• goetzarchiied0earlhlink.net
Qawftd
LANDSCAPE ARCHITECTURE
ENGINEERING
PLANNING
landscape Mchiteeture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
116N. Codsprin steed- Fayeneville, NC2a3m
Vdrn 91P221-OOa3 -Fro 916221-OOea
www.crawfarddAn.com
LIBERTY
BAPTIST
CHURCH
1625 RAY ROAD
SPRING LAKE, NORTH CAROLINA
NEW WORSHIP CENTER
LANDSCAPE PLAN
OMmm ePEanGTwa AND THE DESIGN APE AND
SNAIL RN THE PaOPFarT W THE AR13f1ECr,
W1ErNn s PROFIT FOR wwi IFET' Ala
A NPAIaD a DQCDim M NOT. Ta NGYAN6
PRI SPemlv1,101 SANE NOT E ham 9Y TIE
PR0. OYAIEN OR ANY OTHER PARTY FDR DTHFIE
PRO.ECR, AUDmONe 1,1 7 EX EPTPROJECT. OR FOR
CON1EII O AN Ole PAQECr PFIAT BY APENWI
T VE A AND wTN APPRt1PAlAlE atlPFexsAORt
TO THE ARnaIECT.
ADA AND LEGAL DISCLAIMER
ODa W MMT its NOT RoquenED TO COKY wm
DM4BtM ACT AWW OR 07M LA ARWIEOMERICIUM T
AND ENGINEERS ARE Nor LICENSED M hNIFEFREr LAWS
Ce GIVE AOwE CDNCMM LAW THE Owen 9mwD
HAVE IM DCgmEMT fENEAND 6Y lei ATgNhY M
DEMUM F R CINFIES Wei AOA M 91ma UM
JOB CODE: 13LIBERTY
DRAWN BY: ATC
CHECKED BY: FDC
REVISION:
SHEET NO.
L100
DATE: JUNE 03, 2014