SW8940916_APPROVED PLANS_19941011

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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• ` '1 DIOP LBLBT Bfl. 6 0 24.10 \ I 7',' \ 1 (1) Designer's Certificatim
V3 9� Cis IiJt )n• 1 10P 2B.5 a 110. 6 )�
1 I 1w y5 $BB1 ,' V Vp 29.9 �• 19 C the latest vilaington Standards and Sperifirations for Stor_+aur
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A YOi[[l PLAZA VAR. SIGEWYR SECTIW 1 RpEw1L[ AREA 5 EXISTING H
ELOAWUON JOINT V2'
TOP ppF STRUCNRE
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L O0WT%A: TOR MAY o 1 / - ' > TT► -i P i DRIVEWAY AR1011 I FLOOD POOL 23. ______________ p Y
MAE G4GK CONST0. • 'i, - •,• :,'., :A ~ A' ~�[ > _ PS PLAZA
L I B 0. N
II'MR CWIMfC �+"�. 1 - _ PLAA i J PLATA LWftL*cL 20 ---___- R.C.P. 1.0[ U b
L.CONTRACTOR MAY \ fl[ �- .. .- _ _ • �1tl •• I Ow y N Y
LYE ECCENTRIC i101{[ TYf' /l' j[� a V2 I $ - ZXL 2 Y1 Z
3.
YM WIT. I y MOT98 TYR 3 I Y I,i7 XN. 2D,7 INV.ZQ. O O 2
A�• DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS. 4 b I - A CURB 17. ENGERGY DLSSWATOR j O
4• PEDESTRIAN CROSSWALKS AND STOP BARS PEDESTRIAN CROSSWALKS AND STOP BIAS FOR TEE INTERSECTION ' I f�. Do NOr IMPEDE PITCH WITH Q i
R:•• 1L3• I 6 OIRR )JP- KAP.
y �y A ISOMETRIC VIEW 13-Z-� OUTLET STRUCTURE DETAIL
I v
J..YLT{l. I/�WAY\ION JOINT 1/["t111ANMOM JOINT r0[WAL[ I. m YIN. R NT
FINISH A[ OM
STU UK RING S COVER Al- ._ ExR1NR011 JOINT V2' I I]'l•Or1 wt.L. S
YIN WEIGHTS: STO..CRY Of WIWWOTOM
FRAY[: tOf LBS IL H. COWL.O6[gTYL -. _ I W
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I vy, PAE1i.11T OI M O
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]N' CEMENT YOIITM MEN RVYi L1•CEMENT PLASTER 124 YAE GRASS STRIP :1'1i�+ViTFu / 1'-6" J-O MIN.
SEAL PRECAST UK UNITS ' LOIt T : P.�(!J • fINNN PLA;A LJIIOE
I=0 I=0• W/CAST IN STEM ILA1I. OORACL 1' P41 \ \Aa 01 Cuu _ \ 1.4',.,• ,,,• "' GY PER 1-0 W-A.3 _0
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MK. YH RI00: j LC IYW AT� A VIC SWIC MOT9 TO �.V.l���:�. STOP[13.1 MAN. TOP OF BANK 2N.0' N
YAMNOLE DuuAET S4 L - S•-e _ _ ..f _- SLL ] VEM1kAl MQrYi CUR\ L[CLW N 1 3%•/l//�/; SECTION A-A
SHALL\F I.0- N, �-11.. ! 1; NOT[1_� IOYIM �J"`� VAR
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LAM{fTLAANGER=AUK TYE \" �' 0• :. :i P!�-AiM\ 12 YW. / / .
PLAN VIEW (WHEELCHAIR RAMP)
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"''�. 'r'tMLN D a i Y:•[• ; a I EMERGENCY SPILLWAY DETAILS
COMC.YH R1O0I9 PRECAST MH RINGS L:I.,.f 1.�- •- T
SECTION .I:.A;.:k ..r, 4 NOTES:
11� 1I�T \LWlrs of WHICAG"r RAMPS / i u• t. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
�jQ$M DR.RI N MANHOLE DETAIL SECTI�� SECTION O� •G==LR L1ML P. CONTRACTIONID ALK 7 (D..) SPACE SNIP AS SIDEWALK WDTfI. JOINT TOOLED
LTO Be YNO IM ORM YJI
3. THEM N SIDEWALK TO 6' AT DRAIEWAYB. JOINT
M M<rRR91 SECTION 8-8 SECTION A-A 4. 7SYTA(DI CS�WGA 70 K N IASf S• MEAE 0 ABUTS PAVEMENT
SANITARY SEWER.. LE 5. 1 Y ETKPANSgN JOI/fT EJ.JQ REQUIRED
IDN AT IED ON SIZE %Awy�K
CITY OF WI LMINGTON GUIDELINES FOR 6. PROVIDE A LAYER OF , BLDG. FELT BfltIIAEENN WALK AND AUNCEHT [-�
04
WHEEL CHAIR RAMPS AND DEPRESSED CURB 7. R��f`"0�. 27.41 _ 2B•a
FACILITIES FOR PHYSICALLY HANDICAPPED 3, ,
2 r
CURB S0' MAX• SPACING EXPANSION JOINT (E.J.) EX I T. C•"1
ar a1M AMYLT DITq-) ^
_ _ S�GTIONA -A wiz
SEE OR PINE 1 R R *RELY x .DSO STD. ALUM. t/SR TOOLED JOINT ��
oniNEAS" IT
Y �4 t HANDICAPPED PARKING SIGN 1/Cxt' DEEP W/AN
TO READ*RESERVED PARKYLG'
RESERVED
PARKING 1KKT W ❑ E�
r \RGI Kau PLATED NUR, BOLTS A 1
L•'oAr RATRw b Y x I'-0' x .OSD STD ALUM. SIGN '
VUV� TO READ 'VAN POST
WITH
CASTING 3
BOLT TO WD. POST WITH ASH CANONM
�0 NOT: USE DEWEY BROS. as& ® FATED NUR: BOLTS A BM5XER5
CH-0 SA FOR CATCH LY x t'-0• x .OHO STD ALUM. SIGN
BASINS AND CH-0M-47 •. ', TO READ 'WIXWUY PENALTY f1O0, �(
IS 20-J7.F. BOLT TO WD. POST
coNc. COLLAR FOR YLIUD IMLA1f tY PLAN BLDG. STRUCTURE CONTRACTION JOINT (C.J.) L
SEIJEBI A-A SECTION 8-B TERM Wlill 3/b' G1NDLl11 PINED C-`
-If ,�s SM�� HUKS. BOLA t WASNER6. FINISHED
-T •1e••f'� RTC PRESSURE TREATED 4 x{ POST. GRADE
PLAN SITE. WORK NOTES: FR"1 V 1 r'=` B SIDEWALK JOINT DETAILS 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
CONC. COLLAR ASPHALT PAVEMENT T MAXIMUM 1-VYRIN .Nr1R1K
b 8".-VALES aw\` Y PENALTY YAN I- ITN I I I- T'F� FIELD CONSTRUCTION CONDITIONS.
;TOO AODE B -III-III III=III- 2. CONTRACTOR SHALL COORDINATE WORX WITHIN ]SCOOT AND LOCAL RIGHT OF
A E � I I I IJ I f�=l 7=�I 1 1�=Tf(
2 U1'w t n i� p mPsr I'- W I I=1 1=III- WAYS WITH PROPER AUTHORITIES AND SHALL NEXT ANY REQUIREMENTS AS �/ �5(7\�
BACK MASONIC ► y E AM mural[A u r •f IEATAO MY.FrM_RIm1 IEfe1Y AMO 1MLM-rml I W y I a
N A�1 a=a SOW. rGRfrYI_rlR rc.oRo-.R[ -I I T=TTIT�'1--I Iyy I-�I I Ij-� TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STB88T3. \`//
=111�I -�I I I LZyj N
FIOw 3. CLEARING AND GRUBBING: R1UgVS ALL TRESS, STOMPS, ROOTS,
f ` co
]11(PICAL HANDICAPPED SIGN DETAIL SHRUBBERY,
TANKKSS�T. CONCRETE, TR o BURIED ,T=�T=�
b B = Z 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
•• b WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. ILL
>� CURB. INLET DETAIL< V/VI ii Z
2-2 1/2' HOSE NOZZLES 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AMD EXISTING = O
4 1/2' PUMPER CONNECTION BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
M INLET ro HIAYE BIND ~ C7
ERA'. DROP NxIiNG I • FACE TO CENTER LINE Z
SECTION LEAME OPO"AS 21MM/ OF STREET ELEVATIONS WITH A CLEAN SHLBCT-FILL COMPACTED AS SPECIFIED. O
OROP INLET DETAIL
W wexam i/ IR HYDRANT TO DISPOSAL.
` ;: HAVE BREAK 6' RREMOVED FROM CLEARED, r STR=PPSD OR EYCAVATBD SPOIL SHALL BE I Z
- � - • e , AG SECTION OR L\T�V /-!1'
WORD 'WATER- ON COVER : a AS REMOVABLE a
O 3
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL N
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
p BARREL WITH BORROW OPERATIONS.
A7: d.],
wcWE MY Z
rmrar Rrf CAPFsm BURY LINE N;. FILL AND RECEIVE FILL SHOULD- AFTER BH PROO STRIPPING,
WITH A, 10-TON VIBRATORYTSTSBL z
a8 0p1C.w•m To GIr VET �- WR RW� CONC. COLLAR
PLAN L7EW -CAP AS PER SPECS. WHEELED ROLLER TO COMPACT 171E TOP 8`S TO AT LEAST 98% OF MAXIMA
NN 1]-1 AL W DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA MACS PUPS OR
_ N C.I. VALVE BOX _/ W RUTS EXCESSIVELY SHOULD BE UNDSI=" AND REPLACED WITH A CLEAN,
TY OR
YRY SAND HAVING A UNIFIED
Rr1°R•rrlL�r BRaM CM YVr"W flVTAOT/R>7'I .w j 1 SMLOR SC. PILL MATERIAL SHALL THEM RESPLACED IN LAIL YEERS�NOT
FOP.
II tE II GATE VALVE MIN. SIZE 6' EXCEED 8R AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR W
�`n nml WOW amm DD1c rODI �� N' � � ' MAXIMUM DRY DENSITY (ASTM D-698), WITS THE UPPER 12 INCHES OF W
SUBGRADH BEING COMPACTED TO 98% OF TSB STANDARD PROC70R MAXIMUM Z
a9a faT® U U 1MRCrLP YB A1ao QMLAY# TURN RIGHT TO OPEN M DRY DENSITY. IN AREAS WiB NO STRUCTURAL FILL IS TO B8 PLACED _
Ra scfLal fLlaD1 YYG / DRAIN THE UPPER 12 INCHES OF IN-PLACE SUBGRADS SHOULD BE COMPACTED TO
RWCVI 1rTO ruoRD'RATER AWI[fi WAna OL19rt�W NINES: .' , 1 - + \;,y AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUMXIMIRED Y DENSITY.
Y. IF THE
aa r/La L 1' A + a S$•'• MATERIAL IS TOO DRY TO COMPACT TO THE �7
W,pwmM- SWISS. SHALL s�'•ciEIEErU't `�WI'iv•uPP +. L • , SHALL HE WETTED IN ACCORDANCE WITH COMPACTIONREQUIREMENTS. M L
OrpR \ L 1MMW r q mRr ovRsr r IRE r ��`�L� ,_ A+', A„ `' ::' • . THE MATERIAL IS TOO MET '1'O SECURE PROPER COMPACTION, IT HALLIBE
�R• ra tmm `asw\ui iK L iL� i��Er 1[ � (1(ItF W ABa EQUIPMENT
!Rn flfr./ORa 01 r M[A 2'CIMI II/LPE . IIARROWSD REPEATEDLY OR OTMIBtNNZSE ABRMLTIID WITH SUITABLE
aw ••I• A a N Y Y[r w r r YL (2) 4" SOLID CMUS -- UNTIL OPTIMUM MOISTURE COrnWT IS OBTAINED. FILL SHALL BE PId1CHD
Q/M - CONC. PAD IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
•P" Gm r�cAm+oiGK L Sa\ 11 WVw 1 BLOW-OFF 15• X.15- X 6- TIMES. n
M
AO
.. MAIN USE AfrrA.LATa.alrw.NAN ,, .IrR�arF1 M FIRE HYDRANT DETAIIz
THO �s16�IOrFC11oN N� Aa 1lSIO\a\LLf� ■.r Krt - 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL I.ILYOU'P R8Q[TIHBD TO ^t I' M
CONSTRUCT HIS "DISK. 0 J M;
•W.� '" TEMPORARY SILT FENCE 10. THE CONTRACTOR IS RESPONSIBLE FOR THE [ACTION AND PROTECTION OF
��JJ O
LRO51ON TROL AROUND INLETS MINIMUM LANDSCAPE REQUIREMENTS .6 aw'vArrNTLs,Jr
Wes' EXISTING UTILITIES DURING CONSTRUCTION. ( r
7AEF FC�ATIOM: MINIMUM 16 REGULATED TRIBES PER ACRE. BLOCKING DNIEIISIpNB ?U� ��A/A
V! �
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OWNER. Z ID
2.2 ACRES • ruu N'NMr •• rlr[ PIPE SIZE O O © O O
10 M•'"- 12. THE CONTRACTOR MALL VMUIFY DIMENSIONS AT JOILSITH. G Z
STDTFT YHEI MINIMUM REQUIREMENTS: FOR EVERY 60 LF 1 TREE W LG M• -G' L'-s• ,:a• n rN Axrs
B FT IN HEIGHT OR S FLOWERING TREBB B FT IN HEIGHT AND S •• Ta r• s•-a• !-\' W.R• CASING PIPE 13. THIN CONTRACTOR IS RHSPOHSIBLS POR THE COORDINATION OF RELOCATION
BARKIN 1F MINIMUM AT PLANTING. WMRANr Lur RIr.NL. aAN' w• a M' W. W-\• Y•f gS•N'IAL 08 DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
Wis" am PARKING FACILITIES WITHIN b0 FT OF RIGHT OF WAY REQUIRES 1
�B Ups R011 LOW BUFFER EYiRpBiM tI1R11M MINIMUM /8' AT PLANTING, JOINT RESTRAINT
IMINUOB: HYDRANT TO Ist FULL JOINT OF PIPE DUCTILE' 1KOU 1 AND WORKMANSHIP SHALL CONFORM TO
J 14. AIJ, PAVHNHNT AND BASE NATTRR7ATa
yt, i �•� G CSKIGIES.. PIPE. MCDOT STAMOARUS.
P r
r _. -. -
� � MIMIIWM: SE OF THE DROSS PAVED AREAS SMALL 8E LANDSCAPED. � \
AP • RAcxfu YM01fT0 t0L 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
1 TREE 8 FT MINIMUM HEIGHT AND S SHRUBS 18" MINIMUM AT tw
:"°' �-
Bi TITS c STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL TDCAL
PLANTING REQUIRED FOR EVERY 16 PAfIKI1N SPACER 0R FRACTION � ;"+.. ?� \ RSQUIRMMONTS.L AYMwEYNa rRSMos.RR WB[ THEREOF. CONSECUTIVE PARKING SPACER SHALL INCORPORATE 116. ALL ARS)L.s SHALL. BS GiUDBD FOR POSITIVE DRAINAGE.
•A NF�EM AR•.[ Bl�lr ENDS OF A PBMIMBING NO MIRE THAN 16 SPACED APART AMD AT NNEPM,wAyN
EREA 11F ALL PARKING ROYIR. IREDMINI Po B FT WIDE ISLAND NDS Si IM SECTION-PLUG 17. RBINF. CONC. PITH SHALL BS CLASS III W/RTJBBSR GASKETSD JOINT OR
xons: `SRAM ME -- INSTALL PER MANUFACTURER'S REQUIMUMM. IIIII11111
t _T �• SMRIL NA6 ARIBA. 6 TRE(ii MIMIMIM REQUIRED Fql IMT6RIOR IINJIMOB.
••IM At�R 'd' �'_aW`S PLAN- BEND � LYm P.u. c\Rc.
MIFFEN V1AD6: HEIGHT REgNIRFI16NT8
TEMPORARY GRAVELLED - M`""'" �;,," ,
riE wL YL Ir1K�l�r:q rwM y.. TREES - 8 FT MINIMUM AT PLANTING
18. USESHALL
WHITS LANE MARKING D PAINT FOR ALL PAVEMENT MARKINGS. PAINT E/
E{RRR< MwT 16 FT MINIMUM MATURE HEIGHT JOINT RESTRAINT1111,
30MSTR KTION ENTRAANCE MwWWAY
EVERGREEN SHRINE - 16- MINIMUM AT PLANTING HYDRANT TO MAIN TEE SHALL B8 A CHLORINATED RUBBBiR ALKYD, PS T1-P-115, TYPE III,
MAIN N• MINIMUM MATURE MEIGH7 c °RAGE FACTORY MINED, QUIT'! DRYING, NON-BLEEDING.
AIwY ar ar afARIRr or r 9aB RIME y3E 19. NO CUT OR FILL SLOPES SHALL EXCEED A SIDS SLOPS OF 1 VERTICAL TO
{AoxrAt
Ny rsrr rr FENCE OPTION - S FT MINIMUM HEIGHT INDUSTRIAL ZONING «� ( 3 HOAIZOMTAL. . ,
A TMI��IY ii f�i Tr�•r B FT MINIMUM HEIGHT ALL OTHER CASIIJ6 PIPE TO Ilow 20. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF 94059
YIHION - ABRAC : NO PLANT MATERIAL OVER 30' IN THESE Y.rN Tar PAST 011LI Uwe IN DISTURBANCE.
awmwIR WT SECTIONS. o Y 9)F AREAS. PLAN KNEE SECTION- BEND B�TF
a�a TRIaRYa alr NrImL�i� Tar PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT �{� NI TOP of CAASILL6 �GT
M"�iMS1aTi�RrMw'•iRRtl�lAf•TRI�a• MATERIAL (CURSING, CRAB TIES, TIMBERS. ETC.) (,�AV I 21. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE :. A
MAINTENANCE: THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF ~ - CONCRETE BLOCKING 5• PROJECT IS COMPLETED. IEjF�sl'L
A A LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES. - - GLM O TO FX PAST
A
MIS.OF S' PAST 22. MORE STRINGENT MEASURES SEKAT.T. B8 USED TO HALT EROSION ZP THOSE �
JOINT RESTRAINT DETAIL - TOE OF FILL SLOPE,- SHOW ON THIS PLAN ARE HOT EFFECTIVE. r1 09/01/94
23. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
2 TYPE 1-2 (NCDOT) PIPE SUPFVXT ASSEMI5LY.
SEE DETAJUTNIS SMNBT. AS SOON THEREAFTER AS POSSIBLE. %W1111111/
GRASS MIX: TEMPORARY SEEDING REQUIREMENTS roll DU PIPE FILL AUUU(AK SPACE AVAVVVLO `( ,A�
iiOt DRAIULIOLE WITH f.IWSHFA SOME 24. CONSTRUCT THE DROP INLETS WITH PROTECTION 1Y) ACT AS A SILT BASIN .�
caMBMOB HAIR PBDPORTION NIB. TRY. RATE OF BEDDwmmm s ABC BTDNE (SCDOn AT EACH 6UD of RIPE DURING CONSTRUCTION.
•..i
C1� , `
'
HIGHWAY CKOSSI uG DI✓TAIt, ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
BY N[Il.7t! PURITY G®11. SOWING SBA801I
BRIIRIDA (WRIUim) 70 i 98 i 85 i 25. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE E A L
b 784.F>R/ AIFILBBI-SPiIING
ITALIAM RYE 30 i 98 i Ss i 3000 8Q.1T. SW 1-APR 15 - 26. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL r�/50 ,N yL•;'•`
PERMANENT MEASURES WILL BE WELL ESTABLISSHD BEFORE PROJECT CLOSE- �'i R........
S BZMMA (IMILLUD) 70 i 95 i as i 3 LBB-PZR SPRIurlsuism �TNE FOL.I.OWIMG NOTES APPLY To ALL H"kW CKPS6ILIG.S UUTAS6 RDDIFIW OUT. "111111111111u00KL1A���?
SMA-1 FBBWB 30 i 95 i as i 1000 8Q.FT' APR 15-JUL 15 OM THE PLASJ, PKOFILFI SHEETS. ' -AAY+ PRI
u NOTE: PAVEMENT SECTION WAY VARY I. ALd, WATER PIPE FROM 30 EACH SIDE OF TWE Q OF THE HI6M WAY SHALL
TEMPORARY FERTILIZER REQUIREMENTS DEPENDING UPON FIELD CONDD1011& 56 OUCTILS IRO[).
ENERGY D I SS I PATOR PBITILIYMI I.IIR L. CASIM(• PIPE SMALL DE STEEL WITH A HIM. YIELD STZSLI&TH OF 34400 Fsl. r±- 19
94
EMOINUI t TO DETENNIE S. IL11611L IATIOU OF C161L16 PIPE SHALL BE W( DRY HMLV,, i LIACIWU6.
0 8 8PER 5 0030 LIES- 4000 SQ.R3. ACTUAL PMBNOR SWIMIw.
4 IMSTAI.LATIOU OF U61W AMD IAITx1EG PIPE 54LLLL. CoMFOICM TO DEFT OF TRALISPO¢TA"TIOU 1 --6
PAVEMENT SECTION S HAUULL-IbL.IC1ES AMD FRIYEDLI"S roE ,EpC~Q&TILW UTILITIES OU HIGHWAY IU41115oF WAY
r CUT A LEIJ6TM OF PIPE, 5X W TW A JOINT EXISTS AT LOTH WDS OF 1114 EIJCASEA eAkr.
t 6. 6CZA56 ENCASE SLUT A5 9SQUIICED AWL EAGE, Oc IW6TALLI,ATIoa

r
SUMAAER IN
d.
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I I V A =y
I I \ \
1 I O \ \
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\ \ LANDMARK D S INCO
\ \ ��. � ,T \ \ EVELOPER/�
\\ \ ( `�
,\ 5022 WRICHTSVILLE AVE
WILMINCTON, NC 28403
PHO �E: 910-392-7201
coppoN Goeopy Ogden aaoa�
J^ \ l /__ i \ \ � TI I M.• 4aQ4a G y0 � � �l P
a1� \ _11 r-- \ \ 7 on OOIF SOUND EPOO
4 \ T I \ Higrnsvtle ay
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i
\ \ \ 1 I \ \ 33 ■1I IIB rPREt 71 n °
\ 1 I \ R.v 1�k sx i •u.+c..wN,.inRra. )q i
\ I I \ t7 • C.mmFCen _ y E W
- \ I I I I O O\ \\ 76 nY WOOEIE� ylS VlllE WO oo- q0
\ \ � i I � \ \ IZ p SOH- O Acf WIBhAf m 00� �yVF Wrlglltsv1112\ .
'm : a No, Nyof 2ep 76 i `� 71
f 7 A WRI E wEara • pulie\
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-_ _ — __ — a Yle7l7t �• O PARR � / / 76 i._ l_ —
AIlr �C — _ _ \ \ 3acP O��o A iA OLEANDER 4rin Wrightsvill68lach�(p
�SQA _o�VC \ \ \\ Slap\�• ♦oea�1 /=a mW P AT G�NV LLf `DOE Ea�0A1 SOJL. D 76 bPlenol
C (` _ \ ewl OLLY TR EE 0� l.vrR
(60. RiK,� \ \ \ I -0 SNI PTARO 11\A y g Q RD.s /.Aawu
r � x�\,� \ \ \ \ r a '� lVl Masdnhora v, Moaonboro
i4 „ VdC 7n7rr
\ J/
o` �o
\ Fo
.\ 1 ;K ° e Ic — J .a
�1
\ L 132 0 - c
� n
h
qp A -My le CfOV[
OCATION MAP
COVER SHEET
SCALE: 1" = 100' _ = C 0 N S U LTN G ENGINEERS , INC .
WILMINGPHONE (9N, N343 A9653 VENUE
_ = FAX (919) 343-9604
FOR VIEWING
PURPOSES ONLY
E c Euukln;
U�1 SEP 3 0 1994 U
DEM
gROJ

TEMPORARY SEDIMENT BASIN 5'1 4' 1 90'
.� OUTLET STRUCTURE (S88 DETAIL)
in-
RESTORE EXISTING CNECB DAM AND RESTORE 361 RCP A 36' P.B.S.
w9 TERPORARY SEDIM MP BASIN TO 4' DEPTH INV. = 22.0 @ 1.Ot
ERGY `
EN SPILLWAY
�.`y " �•`ycR. W'd �•la� (SRSDBTAIL)- N29'S3'15W 987.87' . . . . . _ . . . . .. _. . ... •-• --'-�tST DI1 .. Ld
-_-- _ _ . ..�-•.. � �-� I!1 �m sir' +---KTZF x--x-�.x---•r---x-��x--� ram. . 10' _ Z
... TOP 28.5- - �-` F- _ -_ _ _---- ---- -- - -
- - - (V -- - K - �--- .: s- sum NO. 8 28.
f�~� 10' Y 10'j T A 2R_ X 20. INV. 24.14 ` 2
24.25 88GY DL�SIP TOR--- 88 D F.B.S. o e o o '"\ I N x
+ I I / DEPAI ) INV. 23.78 o \ v Z�Z
• DROP INLET NO. 1 ' X ' X o .N \ O Q
o TOP 28.0 DETENTION Pam: \rywe
INV. 24.b0 ^ ti MP Of BAN = 29.0
l$Ij Ix o FLOOD POOL - 2Ps y DROP INLET No. 32
MUM POD.- 22.0 0
F.E.S. BOrrox = 14.5 0' TOP 28.5 yA ® 4
• I* 24.49
2 % o \ � 2a� � INV. 24.23 \ \ o
DROP INLET 10. 23 0
DROP INLET 90. 30
?FFa o L / FFFa w A TOP 28.5 TOP 28.0
S INV. 25.22 ro N
* g �g•S INV. IN 15' = 25.69
/ F
IMV. IN 301 = 24.34 e'Le e ?FFa
\ o INV.OUT 36' = 24.34 F� 'S
24.50 I I a \
+
\ 1 / pE ERGYSDISSIPATOR INV. 23.53
I
o a (SEE DETAIL) •' a CURB INLET NO.
o TOP 28.5 a
• Fa
DROP INLET No. 2 ?9 s ?g F o .2a 3 0 ZSt INV. 24.99 •tia' \ O
o N ?9
Top 28.0
8.0 •S CURB IIILBT 10 / DROP INLET MD. 22 • 1 \ r-4
ti TOP 28.5 Ag �'n TOP 28.0
IMV. 24.91 15• ^� INV. 25.12 3z '� +
RO• I g ?FFa ti� STA. 12+46 361Lt. ry' O• t Q H 0
Top g•S �R @ hSUNN No. 7
TOY 28.3
x o 19. 24.94- F / 1�• TOP 28.44 ' @ o�t \ 5• y r �
I 0 SRA. 2+88 15'Lt DROP INLET NO. 31 p9 F I I ��r o�Ooh INV. 24.74 r 10118E 88 3 w v
q 00 1 I TOP 28.0 •$ I�\
2 �+ tibe ?8,8• INV. 25.83 DROP MR N0. 24 I I ,. y� t� STA. 12 47 1 55 0 • \ ` O w �j
1 1 x TOP 28.0 DRY INLET 00. 21 \ Q
\\ INV. 24.82 ^N+ ` `b. m• 28.1 TOP 28.0 ' \ I\ a O
\ \ INV. 25.06 15, W ':)
/ e 5.1tCV @ .e •2 �n
CURB INLET MO. 2 31 \ o ° ti • FF .28•�
/ \ ?90 ti o ti e0 �. • \ •r ' \ 0 2a.6 ?g Fa \TMg �. ae•etuoetm w.,,l.a-.,,,•. � W
TOP 28.5
I\ INV. 25.03 / /ryh4• \ 28 B �' `,P' o DROP INLET 10. 25 ry 1 \ N S The tollwl+g cerlciertics sYs11 appear m all plans:
x \ �•0 STA. 2 .0 19' Rt. TOP 28.0 \ • m Ill Dasiyre 's }difiaLm
° Lg1 DROP INLET N0. 6 O DROP INLET N0. 19 • twarebylate Wilmington
gto etis plan has
ar eea: pc�uea n for Stor= v ar
/ INLET NO. 1
TOY 28.5 TOP 28.5 oti a TOP M0. 6 .7 c TOP 24.8 o Marlq�th• latesttad at oaie of otdwros at the Cry t w
uilmington Sta+bards and Specilloiions for Stoc-•+aur
1 INV. 25.01 0 •INV. 23.So �• '� TOP 29.2 �' � Hil> rnT-'-- xo the c a W
\ „ • 28.5 INV. 24.95 29. , INV. 24.98 ` @ 7 M P
SRA. 3+09 40' It. ^ /�M L
` FF o ti� a M U
PricKed Nave a¢i Ti e: b r cr T✓�nn+ - Ew nrr✓
Q STA. 11+45\10"�t. 'o \ t; 0 6 1 � ,�- >
^f � 2 mte: 9 15 9 4 Aegi."saum tam..r: I'I it 4 Q
1 p 1 ,�.' �• I I
'� ' ✓ 1 (]) 0.ner's/De..elcpec'a (actifiocim M = M M
+ \ 28.2 " \ DROP INLET NO. 7 F !E-\-(�J v v
TOP 28.5 TTT ?g'S ,�' \ ° , 0 �.• 11 -l/He here_ certi that an clear e' z
\. '� 1'e• @' •�28•4\ INV. 24.01. / i'i •e \dj \ develgment, ac all oc arse HLll bs ps = to this plan
• '� / 'y ty y wg, gra mg. construction or U M M
\ _- ` • N Y that the appllotl mrditias arc1 [ecui_-ez-u of
City eC H tjte' c Na*h (5ml ir,, W Lhe Fede^al = Z
`V , Fa Ccvetamt a,d Cede Pit oC this plan.• 1- 0 0, o)
so
o•28,5 h •2g CURB INLET 90. 3 T g'S ) Ea 1 "� - v
'✓'S / „ B''S •y p _ 'ti ) \ PrirRai Title: eF Z Z I,J
4 \ TOP 29.8 0
® DROP IRI.ET. NO• \
6. w' •' � � ''9i•�• \\ IIIV. 4.16 ) I o � `�o DROP INLET M0. 20 .La. �, ceee: P z � Z
DROP INLET NO. 28 I K • E TOP 25.4 ?8.B 0
2`1 TOP \
28.5 'op o � � STA. 5+1813'Lt. Fjc o \
INV. 25.26 � 1S, ,E; � a 2g Fa Ar' TOP 28.5 � 28.8 I I M. 25.09 a Iv 3 a ta_
• m S INV. 25.14 � DROP INLET NO. 26 I ; as
28.2 \ h, \ o o TOP 28.5
0 2! INV. 25.01 25 OF1 . 0 • 1
\ � {?' DROP INLET N0. 3 �\ SD1� NO. 2 66 � � ^ �' `� 15 @ U.2g i .�� •. K (,
TOP 28.0 TOP 28.7 \ ;L° DROP INLET NO. 29 SA Z
DROP INLET NO. 27 SDNH NO. 5
INV. 25.17 \\ INV. 24.15 ISrO,a \E\ TOP 28.5 CORE INLET NO• � � � -
\ m 1S• INV. 25.25 FF TOP 29.00 tie 4 ✓o TOP 29.00 ?9 Fa
o. STA. 5+08 ' <� • 0 Fa !8r TOP 28.5 INV. 25-34
\ S}d R \ ��19• C-9 S O'p1Se INV. 25.13 ' INV. 25.24
@ 0,2s ' STA. 10+2N 13 \ �& STA. 10+33 17'Rt. ' ^
13L OF 2 RCP @ f SDNH 10. 3 Yn \ J I✓
ZF9 S ?89 \ \ \\ IIIVP. 24.3( v a fee o CURB INLET M0. 8B o�29.2 as
ONES
CURB INLM11R.4 1?S, o as �' / TOP 29.0 19 / N +�
�. TOP 28.8 OpISa STA. 6+33 P INLET M0. 18 w
' LLJ
INV. 24.I6 t'• dYp 52' OF 15 / 20 27 OTHERWISE SPECIFIED/ � 2 p 1 ALL FINISH FLOOR ELEVATIONS ARE TO
/ STA. 5+18 13'Rt. ROO @ 0.25 - - - - / TA. 10+25 13' 29.2/ I . 25.96 BE 29 5 UNLESS OTH ED Z
IG/ / ON TOE PLANS.
CORE INLET N0. 6 � ,
o \ \O �1 6y�x 5 �\ _ TOP 28.8 _ a 3 F \, 2. GEORGB ANDERSON DRIVE CENTERLINE (VI/) Z
dy 'sS y9• INV. 2458 _ / \J\JlJ//
bry5 DROP'I N0. 5' :18 F \ h1, pP15• 18. STA_1+73.13:Lt i - .� / ?9Fa 5 \ ELEVATIONS WERE THEN FROM A PLAN LLJ
ry x TOP 28.0 s pg $ �p 18 B,g q cA S a •rye 1 WHICH WAS HIXAT ORGANIZATION, INC.EBAY SITEWORBS
S @ 0.13} TT
FOR LUMARK
a D DROP INLET No' ,0
INV. 25.25 7+� t DESIGN
STA.18+00 Q \ GROUP, P.A. TITLED 'GEORGE ANDERSON
\ / TOP 28.0 - Z
STA. 7+ a6 op 1�' RCP @ Us m INV. 25.41 o DRIVE EXTENSION'.
IwJ l
' OF 15' 4 DROP INLET 110. 16 -
/l °• DROP INLET NO. 8 ��\ �� 2+48 SONMBItL R4' 0.5 / 128• '� ~
�- TOP 28.5 op 15• TOP 28.3 3. ALL ROOF DRAINAGE SHALL BE DIRECTED _l
\ SDKE NO.-4 - w q 0 @ 0.2 2 INV. 25.72 DROP INfLET N0. 17 TOWARD PROPOSED STORNDRAIN INLETS SOO
S/r \ INV. 24.33 0 -TOP 28.6 - -- 1e' TOP 30.0
INV. 24.40 �'o "' S INV. 25.81 THAT ALL DRAINAGE FROM ROOF AREAS
-CORE INLET NO. 7 .., rya• o SMALL BE TREATED THROUGH PROPOSED Z
0' \ SRA. 7+62 5' o' • !Sr
b m \ 28. o TOP 29.0 o ( Op ` �I ON-SITE DETENTION AREA.
4�
+STA. +00 I INV. 24.73 0 h S p • �^ \ Q
I STA. 8+14 13' c�
?g S �1 04 \� LEGEND IIII III
� v• , �j'L III (I I I
DROP INLET NO. 12 o--28.8 PROPOSED SPOT ELEVATION
TOP 25.0 FFFa FFFa. 1 +26.00 EXISTING
PROPOSED SWALEEVATION IIIIIII IIIIIII
/ ��ya.e ?g Sa I I INV. 25.56 30 0 h gj 0 1
34--- - EXISTING CONTOUR III III
/ ` I h 30 V 33 PROPOSED CONTOUR III DROP INLET NO. 9FFFa
\ TOP 28.0 OoIS• I x DIRECTION OF RUNOFF II
INV. Z4.50B I I o , ( z9FFa ,rye5 0 1 II
+STA. CO(?B INLET N0. 8 FF FFF �y
DROP INLET N0. 10 f I TOP 27.66 0 7 Fa FFFa 15 32 0
MATCHLINE \ �_ TDP 28.5 •^ �s 1.0 h 32 DROP INLET No.
TW. GRAVRLL® INV 24.41 � D
\ x .� - INV. Z+.5-1 - - CONSTHOCTION RNRRANCB , 5' OP • • TOP 29.5 �� • 94059
b \ & r\ I + STA. 0+54 13 Rt. 15 RCp @ 0.2 1 26.01
nh' b (SRB DETAIL)
\ ti x A• _ �* o lo.S. IIN• oes. Pcr
\ k�`O4 `r CURB INLET MO. 5 ( - 25' P I2° RCP @ 0.35% DROP 28.0INKLE N0. 1
\ C� TOP 27.66 TOP 28.7 DROP INLET IN). 14 127r OP 3�
/�� \�'�_ INV. 25.72 15• I newt+ KFD
A D M. Z4.0Z � " �L • � 0, Jl,y
STA. 0+5413'Rt. - 'I1rnFblGAlry 514r-I FEIJGC- 1NV. 25.87
DATE
- \ � 531'33'OdE 134.5T --_ _ 33 oa 1 I� 09 01 94
V �SON D 11 BII `\�uUlllll rlq
CORE I EXISTING CURB INLET
O � � ,�• v• .�' •all I I �, °°' dry. � � •......•q, �'��
Y n
!1 o ." Ell
SEAL
y h as
N a
STA 0+00 N r1 I 0j°aw \ \ =y'•.• 17374 'Q
---_- --- -- --- / ,BXIsrIMc CURB INL f CH, C/' aaRl .`
Ii q ��"'Iunnurv�
as
SITE )`' C-1
' 1 =40' MATCHLINE OF
ql

N2753'15w 9e7.e7'
w
-- - -- - SSNH No. 12A U to
Top 28.8
N
I� I O 6
FA. o+95
S
1-26 BLOW OFF \ \
O�
SSIm a
No. IN
TOP 28.7 1-F.H. ASSEMBLY \1 1 ~
I ti� ALVE SSIm NO. 11 F. 24.18 1-8 Y 4 R,� m
�v Top 29.0 q, O
1 STA. 14+07 1-4' GATE VALVE O
IHV. 24.47 a 10 \
STA. 14+79 uD TOP 29.0 \
72, INV. 24.04
8"SS STA. 1+40 Q U
LEBI
SS I� No. 2B SSE N0. 1L
Ij \TO 29.0 IIYi gE TOP 28.8
INV. 21.37 SS1m NO. 3A 8A 8• INV. 23.83
STN. 2+39 TOP �B1SY STA. 13+20 . `a \
SSIH N 2A I . 21.01 II74 MPD O
-- �Ny
115' g+ TOP .3 S 1+50 \ \ . a W
LINg - o O
2
I � STV 1+24I ~ ' NOTES � a" �1
',"' 4rae� � �SSIm N0. B
Top 28.5 THE FOLLOWING MINIMUM SEPARATIONS
INV• 24.02 SHALL BE MAINTAINED DURING
1 F.e. Iss®mLx STA. 1+95 CONSTRUCTION:
1-8' Y 4' REDUCER ' 1-2' BLOW OFF SSIm N0.
1 1-4' GATE VALVE SSIm No. 1K fg ���9 \ SANITARY SEWER PIPE SHALL NOT BE � C/�
Top 29.0 Tpp 28.6 �tihN 1 5 LOCATED CLOSER THAN 10 FEET - �"
HORIZONTALLY TO A WATER MAIN Q
8. r STA. 1+90 ,e°� STA. 12+32.24 1 � 1 1-F.H. ISSMY ti^b ' EXCEPT
1 s� �. ° WHERE THE CLEARANCE BETWEEN THE W
rf �� D \ BOTTOM OF THE WATER MAIN AND THE TOP
11 __ ssxa No 1D �, OF THE SANITARY SEWER PIPE IS AT
TOP 28.4 cp LEAST 18 INCHES. WHERE THE VERTICAL [�
INv. 20.41 11 .G '� _ 15 SEPARATION IS LESS THAN 18 INCHES OR Q z
\ STA. 3+06 20'Lt. a ti \ \. \ nPc THE HORIZONTAL SEPARATION IS LESS ¢SSE F- 1
TOP NO.26. 1B
/ . 1- .H. ASS N x K SSIm 9A ` B THAN 10 FEET OR WHERE THE SEWER LINE C/)
\ 'TOP 26.7 1p�4.� \\ 1-8' x 41 RBDUCEE � No. 13A �� q \ TOP 28.7 � CROSSES ABOVE THE WATER LINE, BOTH
INV.19.55 - P 29.0 INV. 23.47 \
LINES SHALL BE CONSTRUCTED OF
\ d' 5� \ STA. O DUCTILE IRON PIPE WITH JOINTS
STA. 0+45 / INV. 24.82 1-2 BLOW OFF SSIm No. 11I
sslm No. 1A I c cxa1�
'FOP 28.3 � STA. 1+60 TOP 28.6 SSIm �' I ,
\ EQUIVALENT TO WATER MAINS STANDARDS
\ INV. \ FOR A MINIMUM LENGTH OF 10 FEET ON I A• 3 2-8" GATE VALVES II/4 GP+1D TOP 29.1 w
SSu.0 16� Ct� „ 1 ? SSlm 0. 4A INV. 23.24 D "o 0
1 \ TOP 29 0 , EACH SIDE OF THE CROSSING. Q ' ai o
STA. 11+60 9 Lt. \
LNV.
STA. 1+0 1+00 µ M32 \ 1 �� THE SEPARATION BETWEEN SANITARY s
SEWER PIPES AND STORM DRAIN PIPES z^�
8•� ` \ 'i SHALL BE A MINIMUM OF 12 INCHES OR
THE SANITARY SEWER SHALL BE vU ~ p
CONSTRUCTED OF DUCTILE IRON PIPE FORCD 0
B+ ,>, 1 22�L SSNH NO. 1I A MINIMUM OF 10 FEET ON EACH SIDE OF z ? ``'
`i5 \ti8 ' TOP 29.0 THE CROSSING. DISTANCE MEASURED o o
s
TOP 28.8
' INV. 22. w T <
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1/� cESErrt M.MTG b0 9' z I'-FT x .080 SID ALUM. SIGN ~
® DO READ 'VAN POST
WITH
IBIP.
BOLT TO NWD.UTS.
PoST WITH 3/6• CALADIUM
00 CASTING PLATED N11I x BOLTS 8 WASHERS f�"I
NOTE USE DEYIEY BROS. �[" .'
JOU CH-BN 3A FOR CATCH 9' z AD - z MUM STD ALUM. SIGN ~�
BASINS AND CH-ON-47 * - •- b TO READ -MAXIMUM PO WD. =1U, CONTRACTION JOINT (C.J.)
CONC. COLLAR FOR YARD INLETS LE I WITH
20-37.6. BOLT M LA POST
SECTION A-A SECTION B-B >vtrffi W11H 3/8' CALADIUM PLATED BLDG.-STRUCTURE
LE4E10 Aw BDMFR-OSNI NUTS, DOLTS A WASHERS. FINISHED PLAN
N4,E$TNBDL ax Mu B•LXM"uI"
s•-1v mL IPdIMNU"-WHITE GRME
PRESSURE TREATED 4zC POST. ~(
[•_r SITE WORK NOTES: ^ m
PLAN 4 ' SIDEWALK JOINT DETAILS F- � V1
CONc. COLLAR I.1-p� B 11SP1V1T '-'^^'^ '-'/E'^'^ 1. THE CONTRACTOR SHALL VISIT THE SITE TO BEGONE FAMILIARIZED WITH
ASPHALT PAVEMENT OA A 4una MAXIMUM T )/ArJ I-_ III 1- FIELD CONSTRUCTION CONDITIONS.
OEv. vARIES PENALTY •L -I I .I I III-I I I-
10 ` t $100 Mwrn ACCESSIB Inn _ _ _ 1 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
III-II-II I-II-� I WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
A cLsrBm NCR: I W - f-"-I I-III III-III= TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. W O
2• D- ,, z I.Jr Dm.r wBE ATIND mP.ID -1 I-III I-I I I- 7 a
I JrL Max"BMN GslIN2 LEGEND Mm eanDEn-ORION LEGEND AND eDl"q-4aD1 _ _
BRICK MASONRY N N Y 1.ALL CDNLRW TO BE GAO•L B•O(4T OUR)-LIME BM41GIMn"-'SHE Z TO
IrU A���, K m EROL =III-I I I=CI I I . : 3. CLEARING AND GRUBBING: REMOVE ALL TREES, STOMPS, ROOTS, [MEP,,, ///11I W N
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, >
"°" L TYPICAL HANDICAPPED SIGN DETAIL STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. Q Lj
4 = Z
U I B 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, /1/'� F•
- - PLAN WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. //V/ ,I/,/1) LL
3000 PSI CONC. 1.1 LL Z
I CURB INLET DETAIL 2-2 1/2' HOSE NOZZLES 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING = 0
NOTE- 4 1/2' PUMPER CONNECTION BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE I,-
DROP INLET TO HAVE SAND FACE TO CENTER LINE ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. O Z
TRAP, DROP FOOTING 1Y k
SECTION �� OPENING AS SHOWN OF STREET 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE Z
Ji4'u4Lv. TIE RODS m iO HYDRANT TO
DROP INLET DETAIL CGP W/Y'TAP HAVE BREAK REMOVED FROM SITE. CV _
.e SECTION OR 04
FN11 -- = � 1 7. BORROW MATERIAL: THE CONTRACTOR SMALL FURNISH BORROW MATERIAL N_m _q� WORD •WATER' ON COVER u -' a a1 REMOVABLE REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
BARREL WITH BORROW OPERATIONS.
UTNLVE s21' BURY LINE B. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 30-TON VIBRATORY STEEL
Mm q Tom rGr AOFEJ TD CONC. COLLAR
WHEELED ROLLER TO COMPACT THE TOP B^ TO AT LEAST 98} OF MAXIMUM
MflE srnEEn WNc.Max wlE rJNN: ..
A"PB°"� EEm 4 B �q[ter PLAN l//EW AS PER SPECS. r DENSITY AT OPTIMUM MOISTURE CONTENT- ANY AREA WHICH PUNS OR O U
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, FF�•A�
" DD C.[. VALVE BOX _/ SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, LL
pJT4E1E MEP. TIJ9EADS � SM OR SC. FILL KATHRIAL SHALL THEN BE PLACED IN LAYERS NOT TO W
I I xua rMRC RMR -- Y EXCEED Be AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
M OR4Sm BY GRADED CAP WIZ'lAP
cRAv¢nrzfl N - GATE VALVE MIN. SIZE 6' m
�I I� KAXIM[M DRY DENSITY (ASTIR D-698), WITH THE UPPER 12 INCHES OF W
II SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM z
CaM. BLOCK I tURN RIGHT TO OPEN m DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED Z
wNE s<nfnl THE TIPPER 12 INCHES OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO1) `PR
°R"'�RTFR IJ LI J/9'fdLV. T/f R00 /CONCRETE tCOC•YAVQ V
• DRAIN AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
-wwE uREE1I FNrTRm arER '': 1 ;l MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER Z
- rErzRm rurER PUIIDiF artW °rER^0° NOTES: :: y } . _ } �;,ri� SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS• IF
1. FENCE FMBR NPJLB[A W a x N" a
MRIOFr wAru �� RIML Ilr,[A Mx or Mt LSE BF�wM 1 "nM �. .; fS'10 THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE W
L "^m RIVL s:FOR DloNon mMln w"IRL G ROF LE " •• s0 ,.M/u 1° HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
x N SILL rMIEc avu BE rMlDlm Mrs 'CUM PItvE L teL"ii� 'L'
sEMNENT wO[gym, �"a BAIT aq,M[ (2) 4•• SOLID CMUS -- l0'
DMr SXCi./aurz MUELLER dP NAYJ M
L PTIMUK MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
MEISMmr m TIE ws[rASRL M oRaYm n TIE IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL O
Z to
2.4 WD STUD I O,ry pW M,•JL BE E•d N ROIL M"BE O TIE
EDP Mmaw1L NMf c 2" BLOW-OFF - °NR 1bAX 6' TIMES. _ GO
aPELIFY APPL1UTxN --rr r•�° 4, mm,G�NL DI A w.Dr•N'NNn N"a FIRE HYDRANT DETAIL Q � �
IDS MCMm a INLET rRGTELI"N a TBS YER"O Of MET PRGECTMN a TO 9 N oIY AT 1[[rABRD MLRL M IDDIF SO
LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO n
APPLYJdE WNFR MFAVY RDMS APC APMA•JAE M CUM tA[13 YIIIEM AN
To pm MAT wM Ia Im na M B[[sw[ CONSTRUCT HIS WORK. J ,p.
EXPECTED AN owuMFLIM,
m " °� PAN TUBTx=E ORMIC;IN FRONT TEMPORARY SILT FENCE 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ^ 0_FpW MMRID PREVENT
Gi S,RUCIIIIIC lL?`Jr-s
EROSION CONTROL AROUND INLETS MINIMUM LANDSCAPE REQUIREMENTS 0 vsa Aaos �Lv1(Wdy EXISTING UTILITIES DURING CONSTRUCTION.
BLOCKING DIMENSIONS OI
TREE PRFCERVATION: MINIMUM 15 REGULATED TREES PER ACRE. e -
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OWNER. W
2.2 ACRES = 33 TREES "" 'S a01N} " "I"[ PIPE SIZE O O
'D ro xux-� 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. O m
STREET YARD: MINIMUM REQUIREMENTS: FOR EVERY 50 LF 1 TREE 'ZL�IR mos OF m "• i-o• x'-a• i-a• �J ( 1 a
8 FT IN HEIGHT OR 3 FLOWERING TREES 6 FT IN HEIGHT AND 6 M• ro m a'-o• 4.0• i.o• 45•MIN CASILIG PIPE 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION V
SHRUBS 18- MINIMUM AT PLANTING.
xrD"`NT Lucs Acr.,MEA CLAMP li To Si i- a=o• a'-d OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
GRASSING DETAIL. PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES 1 AGENCIES AND AUTHORITIES.
SEEMMIfIM ROW LOW BUFFER EVERGREEN SHRUBS MINIMUM 18- AT PLANTING. JOINT RESTRAINT 1
DILTILE IKOKIJ 14• ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO II II II
JLt� °R[s'�'' INTENT OR: HYDRANT TO IS) FULL JOINT OF PIPE .
1"O"11 SIMMONS!` M GRADE CAIP-KI F,2- PIPE NCDOT STANDARDS.
yOBO BIts, WORD UD A
COMMON ROMmm 10 10 MINIMUM: BK OF THE GROSS PAVED AREAS SHALL BE LANDSCAPED. _ Y I 1
M BzcxilLL UNDISTURBED sDE 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET IACILL AND
VaLm.LL /1 4aLV.nIZEJ 1405 `�r4._ ,• --r
�` 1 TREE 8 FT MINIMUM HEIGHT AND a SHRUBS 18• MINIMUM AT `ram/ -I STATE PLUNGING CODES. METER AND TAPS SHALL MEET ALL LOCAL
SFIDN9 NMES PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION 44j' MISS)
= > ' J� REQUIREKENTS.1.DIED A MEM IFFfMMG a ROGER DMI EDMEL THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE . • ,./ -LL BE wBlox BGIOGIV GMT DIN Do�m m GM[E cAM4w E-GAMEAM mgagLr MB[E REFINED DIN E III .mBBaaAn LANDSCAPE PENINSULAS NO MORE THAN 15 SPACES APART AND AT THE 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGB.
ENDS OF ALL PARKING ROWS. MINIMUM 9 FT HIDE AND 100 SF IN � ,I / SECTION-PLUG []I J1 E 1
SEEDING WES AREA. 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS. LnE sa-s 4 r f A1V II� IIIII II III
NOTES: 17. REINF. CONC. PIPE SIIALI. B8 CLASS III W/RUBBER GASKETED JOINT OR
caw mcmicaE `4d1" /NEI-JATM - PLAN- BEND I.bm r.a.l. coxc "RAN NECK^• INSTALL PER MANUFACTURER'S REQUIREMENTS.
BUEFER YARDS: HEIGHT REQUIREMENTS E.AMEN Law[ f..T.
N P4D" A&IHNFT M"NsrBna[o
`( an"BND. 18. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT II
90L AIEMMEXIS TREES - 8 FT MINIMUM AT PLANTING JOINT RESTRAINT HIr,HWAy SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, III
TEMPORARY GRAVELLED ^^rMwDm °°� msG,M,=mM YTAXI v- 15 FT MINIMUM MATURE HEIGHT A FACTORY MIXED, QUICK DRYING, NON-BLEEDING.
^A°°°•�[°B[^[°I^[^^MB B/m,ls-lax Fql[®'" HYDRANT TO MAIN TEE
CONSTRUCTION ENTRANCE EVERGREEN SHRUBS - 36• MINIMUM AT PLANTING "A"E
6• MINIMUM MATURE HEIGHT .. i._� - -m '••'sr
�� c sauna 19. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
Mnr 4AN alw sIBrG TINT GNE v x"nn asD[M Y:E , 3 HORIZONTAL.
M[aL SJor�n vm"sm,Jnw3,p^",glnRlp qar Oyi" FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING -`•'„�.�l
rMAM(q FOORN DIR.A MM BM BIRDS CS NBw*mwOR[^M 6 FT MINIMUM HEIGHT ALL OTHER _ CASING PIPE b EXTEND 20. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF 94059
IBC M A NSq MLIMW XR
yI�ION CLEARANCE: NO PLANT MATERIAL OVER 30' IN THESE v4 n[ SOLT PAST DITCH CLUE IH 0 DISTURBANCE.
WWIFXVi¢ AREAS. PLAN TEE SECTION- BEND B IE€ �T SECTION$. o Y ip F -
RmMLeMsawNMBLBnIm wOomL RBw JA aBwM PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT (/�������.��) iNF TOP OF CASING 21. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE FS PGT
AmREZ Wr MIwn°"'^¢•wY rNEAAE"MFMxMI¢R MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.) I•_pJ
Gam.MN mcA MD rw M OID1 M M046 J '��88 PROJECT' IS l:'OMPLETED.
CONCRETE BLOCKING CA IIMG I.
S Ex7EHDA KFD
Darn
MAINTENANCE: THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF HIM- OF 5' PAST' 22. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES. JOINT RESTRAINT DETAIL _ - _ TOE OF FILL SLOPE. SHOWN ON THIS PLAN ARE NOT EFFECTIVE. TF 09/01/94
A A
23. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
PIPE SUPPORT ASSEMBLY. AS SOON THEREAFTER AS POSSIBLE. xUplllul4///
211 TYPE 1-2 (NCDOT) SEE DETAILTHIS SHEET �"%, kA
F27M DIV. PIPE 6 FILL AHUULdK SPACE �`
FOR DRAJULbLE WITH CRUSHED STOHF 24. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT BASIN �` ��/.,
GRASS MIX: TEMPORARY SEEDING REQUIREMENTS AT EACH EUD OF PIPE DURING CONSTRUCTION. f .......
•
COMMON NAME PROPORTION MIN. MIN. RATE OF RECOMMENDED E ABC STONE (Ncoor) - SEAL :T
1 ' /• ' II ' JL`, 25. MAINTAIN ALL MEASURES INTIL THE PROJECT IS COMPLETE. REMOVE ='CAC
BY WEIGHT PURITY GERM. SOWING SEASON N IGH KJH7 CIeaSSI UG DETAIL ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. -_: 17374
BERMUDA (UNROLLED) 70 k 98 k 85 k 5 LBS.PER/ AUTUMN-SPRING 26. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROTECT. ALL ►<<�.o �IT;f,�E�R1..(, ��
ITALIAN AYH 30 k 98 Y 85 i loOO SQ.FT. SEP 1-APR 15 PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROTECT CLOSE- 'q (Va�jn:,,,fA•( �P�
_ N T14E : _ Cl21JT`
BERMUDA (HULLED) 7o k 95 k 85 k 3 LBS,PER SPRING-SUNKER zl
II III 7HE Fool-LOWIUG NOTES APPLY To ALL HI6HLLWN GRo551A1r,5 UULESS NOpIFIED O� J/J///JJNIIH1�11""\\
m 1000 54-PT. APR 15-JUL 15 OFJ THE PL.W, PROFILE SHEET's,
SECTION A-A FLTERFABRC FESCUE 3o i 95 k 85 k 1. ALL WATER. PIPE FROM 30' F?GH SIDE OF 7HE rr of THE H16H WAY SHALL
NOTE: PAVEMENT SECTION MAY VARY BE DUCTILE IIWI-J,
u TEMPORARY FERTILIZER REQUIREMENTS DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SMALL COORDINATE Z. CASIUG PIPE SHALL- BE STEEL WITH A MIU. YIELD 5TIeSU&TH OF 34 0ao FSJ.
a ENERGY DISSIPATOR FERTILIZER LIME w/GINNERT GETEMINIGL
ENGINEER TO DETERMINE3. 14SfALLATIOU OF C>£>IMG PIPE SHELL BE BY DRY EIDP.11-V Si LJACVILWG.
e e e @ 30 CBS- 40 CBS- PER ACTUAL PAVEMENT SECTION. 4. IUSTALLATIO/J OF CASING ACID C1AXXIEIZ. PIPE SHALL. CONFORJ'1 TO DEPT OF TRAMSF02TATYlU C
W PER 1000 SQ.PT'. 1000 SQ.FT. HAUUAL"POLICIES AHD PRLCEDUKES Fo1L ACCOHODATIUG UTILITIES OU H16HWAY TU6HT5 OF WAY
w PAVEMENT SECTION
GtEASOE EUCASFa4 F11T ASTREL2UI ED�foIL MISTS
SETOFO IN5T4A TIOIJ E FIJCASEAAEUT.

o
2 A"mil IN So@a f W F
VAR IA OLF VARIABLE L IN FFET 1
O.P . (IN FEET)
I '-0 ' I '-0 x i r_.,-1 .. ` , . �'.';°', rf frMsx.•u
',(L(� MCM1/ I Mel MMY y
/, TD FT '-'- 2" TYPE I-2 .[!.[..NRMA AWA -- "°
•vlt• SLOPE -- - - A/A 1/1 r'' :,.. _�''• •.->-r..n.
o / o� I e/ ASPHALT . ': �::° ...... I:A.e. o:;o.•i n; :'I T�-b: =YN -
- 1�. .. 1,-'i. A;'a•.-�\ • \ CAI D;i+. :HEN;;
III A• O Y
[ NA
>� y .�
FINISHED ASPHALT `/ ,c• _:, c N
-r,rA '.�.:i;••�' I. : n I I.:A:' .:A I Taw. 7
As AD
I COCK I.._p - -..-f:•. ••.I:►' +.. O O w
NOTE: I ` '-' �. p. \Nr XrM •OrtOx L P• `• ` I -J • 'D:`:: ` "Was.4 VI In
1 lush 6DMsidess/r=rwM.r„s./. ''� �� CURB SECTIO T JOINTS IS '•' 'n;:,"•. : I.'o_:.,:::, - _ :A':•e�' I`:..; .• 0 3
/p,./ 10 -I-. � TO BE FULL TYP COMPACTED = " " Z
CRUSHED ELEVATION VIEW Z
--�- EARTH �' STONE SECTION "A-A' gAN VIEW Q
G SWISS,
FINISHED BASE iCll[Dul[ d ANCHOR SPOT AND COHCR[1[ THRUST ,_ pat Or aVt. nINUST NLa. NMIrM AINSMN AIM" TD AS Op[XNIMAO AY
TYPE - H CURB GUTTER eLtt% DIM IN
710N! AT WATER MAIN [ND[ TN.W. UUTIONI AN PLUS [YTL•11•ION 'N' INTII Ylx=Y Aon g1Td1 AS a11Mw IN Q1
7 N.Fire-
.•. i a01DDu1.A. cox.I.V.: INTO SIUUS or MOWN TO a,: roux,a. AGAloar nwt p0
: r x 1 t•• •r UwIt ITUNIUM UNUM10. I ILL AGAINST =IMYIwI rU =r. lrwrnLYCU M to, -
\ � NOTES: IwKTox Tux Lc,xxn nunx: na: rlrA or AT Lracr s•-r w
♦ I I♦1 e" \ ` 1. CONTRRACTICN IOI.`RS SHALL BE RACEB AT 10' INTERVALS. -fi_ O' r" i $ O
AOR -r.�- , K r.Acx sun: to" rlrr. WIT"WITs TWOOUR AWINOM• uIWAT AI-INS? A•-v rV- ne•D-
/ - ! 'I •'• JrI I �'��., 2 UNCONTROLLED CRACKING.
BY THE ENGINEER TO PREVENT n ,^- t I, AS AlnwN ,n. rIl•u turn nX, N11CIx,Y6. ux:•rc rIxST ,, MN !•-a• •RCN
C, rww MUnu I:nu Am, IACnrU Yf.LVrm wLLbnF s'-a• t'Itlll rlxH Mow nnX.
,i
1 ` '-./ ]. JOINTS 5lfiL BE PLACED TO PREVENT SECTIONS LESS THAN
.•-- 1-, ! !- "Re"r.. nOAlrar ulncY twTub, TWO:THI:xcu Wwutw MR AT nu nlxrnlM olmo.
I
a ` FIVE (5) FEET. t- o•rwwm: uIALL unn: nlxunM It DAYS aNu•Io:ANINr. •TXIneTM or IMYa rn.
K FINISHED SUB GRADE S.
., ANDEXPANSION JOINTS ALL
RI BE REQUIRED AT 90 FEET INTERVALS
MO IIDIF1COYf TO PLL RIGID OBJECTS. S
5. TYPE 'H• ORB 51(LL BE PONITTED ON LOCR. 'R• AND 'B'
TYPE - H - TRANSITION STRETSOLY. G0lPE:UN�S Fort stAlJMW MrAIL-fNr L6T CDU"Ar. I1�T LATioN
STREET PARABOLIC . rYPE -H- ORB PAY NOT BE USED ON RADA FOR STREETS
ELEVATION DIFFERENCE Oil -BELOW T.C.T.c. 1-1 =-ABOVE T.C.. . TRANSITION TO BE COMPLETED IN THREE (3) .. ITASSIA AS 'ICR Rs COLLECTOR NOR STREETS or HIGHER NTS
WIDTH CRowW npsslriaTtQ+s. [A TNG
IL 1 IFoot) A B L 0 E F G H I J K L -- - - ---* r� 5 1
_- ' - TON`_:
I rtr>EL' C.
Owb-Cwe ,xT o.Bo' o.xo' 0.21 o.++' o.po' 0.57' a,2' n./o' L0 O.To o.7c oq4 LGe - 2"ASPFILIL CON
I T EyJ�/.����\F��I E�-�JI�� A {yfJ� �lj ' ,{.1� E��/y��.[��{.L� NBy�(��_ ' -
)0',55' 0.42' aD; 0 18 0.,; 0.00' O.ti 0.]i 0.40 ISO 0.6 e' O.e; O.q4 L00 /� �f I�I}�Iy/� C d /` /� 1/� V= •/11 V VTnIL GUI�V 'I GV 1T V V I• `I L- • [ 1 N ••
s0%u' o so' o00 o.u' v.,,' p.00 o.n' o.lo o.co' Lop' p.5o osi o.94 1.ao CUrj3j 1G I Ole, CA Gf-I ?.. :-'::'•:;:.•.::..' :• `. ` o
At° i ifLi ;4._BCE:'::? ;: ;:;:: '::
k FJl"`>
A AfzD STI��T SEGTIDrJ • �`'�• ►�' � � � '• �
ST ND _
�E Sore II „11 IIAII V BRICV( /a • r 12" IN. T
NTCi ir
OW v CONCALTE e'Api(dr:0:':
XLLJ�� PLAN ❑ ❑ ❑ {••�I2•--�1 I 1_--IZ---�I F•�1
J WATER
NOTE= t »NrNrwr rorcA Oori+a>�ae.hrAA•A,a.:M:R tv-wR-.•r sr x,:+F rm.I Cu.A M...mr,6ANR n+r.Arr PDc.r a rM Pq
I '-3 3/8 x (T)d "
Arr drlrah l/'6,aM tiN nptl D/„rynp;wis 46:MA.AYriT04M'0"G+d NiM ntD,dm:Ar/MR0.K nrOiwhl6: J(611/I IA. ❑ ❑ ❑
II II B II = 1 Z I,B• '/ r IVfVUML {d I LI���„V i/J-V✓ V✓ AIL o
LOCAL A 13 CUL- DE-G AC DETAIL m N ~' F,-11
r-] m Q i
Q R r,
NT� CONNECTION M _ N9 1 W j I!/2 Sa '/2AI PLAN / \
�IONCctION 41I (OgrSL�G"II26 WITH
O I CASTING FLANGE
�2eW K �I O I PIPEXS4 " �-�{ COVER' 51/4" EXTENSION OR STACK I I 1 I MORTAR �M""I{ O
FvcSOEQAEz6 / (2 PLACES) I I
WITH GHs+LE7 101M5 / a�pp� I�' H/1 ' T/ ' n/IG• 1 ` ' -- ' / / L,/1
I I y ----- 41 SEWER S�KVIGE / (� �y
TOP-VIEW 114 p A BRICK
._ � I ,-� „ ' '� '` PSI/2• 1/"" \ �i� � � �
m STANDARD LID HEAVY DUTY LID
SEE SD-1/ SEE SD-148 l
1 1/e" � �1
mj T 7 /A � r •' 4' ASPHALT CASTING
B'tl STANDARD OIOP-IN L10 .-.. •;: ...,...1 :. -•:;
pp REQUIRED IRON READER : : :='::::
lJ I I '-7 _I BOX AVAILABLE WITH D RL KNOCKOUTS. EXTENSION SECTION "A-A BOX
CLEAN-OUT r --' r X , PIPE slors a PLACES).
' is /� /a///g
B't I BOX ' SIDE VIEW COVER SNFP-IN LOCKING RECESS. 4' BASE MORTAR OVER FLANGE
GRADE „ --------- star Loa rRe. n
Z w o
LLJCLEAN-OUT J \,�\ �% r%/ ///r wIeE CWO NEiOTT-2 IR L85. MINIMUM WEIGHTS SECTION A- A
. •t.-. 1• MORTAR
\ BODY WIOR 7 1/2 LBS TOP 10 loA. STANDARD BRICK Z
Do
GARDE BOX i FOR CASTING DETAIL$ w a
\� REFERLNCE TO PIBP L LIOrtING HOOEL ORE wvC 6H0 _CAST IRON OR EQUAL SEE SHEET SD-14 L.,r_.t, . <"-5.T MORTAR
D-1200 PLASTIC NETER BOX OR EQUAL. EXTENSION 40 IDt �/ � // I �
/� i LONG SWEEP i
/// //'i'//r /'' a \ 90' BEND �.VE BOX EXTENSION AND
O \ _ . , \ CASTING CENTER OVER VALVE NUT U
\\ \ SEWER CLEAN-OUT CASTING
\� �\ LONG SWEEP la \\ MIN. GRADE
✓✓rAIL STANDP D WAS VALVE. CASTING STANDAfzD N�AA�1Y i�iY CENTERED OVER STACK
\ 90' BEND "S ► VALVE gOX LID NOTE:* THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN-OUTS VI//f = O
-� �\ I ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS H ~
\\ i SEWBIZ I NTs • PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE ¢ V'
MIN. GRADE �j/�//i��//i�//� SEA UNDEROPIPENE ERSING 955 COMPACTION OR BACKFILL IN 6- LIFTS Z
4avvlc� REQUIRED y��/ a �(��, �C�h
�Q 4' STONE BEDDING VALVE FOX Y -LEAN OUT �!""-e "" ` ;Lc N 3
..........//,��r%� UNDER PIPE AS BRANCH CONNECTION
REOUIRED GREATER THAN 6 ' NOTE: USE TYPE T','f' I 'G' GRRTE UNLESS 2 " ]
]•_'• OTHERWISE IN61CFIIED ` TO BE
SIDNMG TYPES WRITES
LESS THAN 6 ' --OR-WET-AREAS-__ =-- it TO USEDACCORDING Mc f, B Z
I,� P � TYPE 'G• TYPO 'C' -TYP[ 'F'
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,iJ.�,F 1. SEI2V10 ' I i (• l�"`�Lf`r�L �F�1y.` . y Ki : - I T F LA I GJ1L _ u l- =KIrER n a=sRc=WATER FLOW- 7- 1 C -vs l • 1n' Q
c SECTION - U. --sccna-�[1 , R� " -• L2'
N7S N� R ------SECTIO l__ BB - - -- - e - I I' _� H It�ll f"B 112
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IS FRI(C, GRAN l WOOD A55'T SECTION _f4 -_ -- FFTTTjT 'Tp T� Z
MARKED: O�fD�O -WATER FLOL--SAG-WRIER FLOW- - - 21/4*I1 „ I_ I• 0
SANITARY SEWER O �' SCCTI _�-+u-1+- " r - SECIT�ION A-A MINIMUM AVERAGE WEIGHT Z
J - AsoRM REQUIRED Qu �/ fl A 6• r- FRAME 195 LBS. W
TYPE 'r' TYPE •E• TYPE 'c' Q
TOP OF COVER A -- + ]•-B• GRATE 145 LBS.
1 ]�
-- RAISED-
��. 1 ogRRg1 1 lf/t1�e O\JVO SECTION - III T C 7 r • Ill HIGOW H. 2, I I 9 1�/6C HIOI. I/ '-I V2' Z m
� Q aD J _ © 0 m o J
- COVER PLAN VIEW _ - w
(TOP) ERfnE
� b
a U2 BOTTOM OF COVER _ C '� I 24' Z w
SECTION B-B t�---� - ' _
RING PLAN VIEW -�- � 71 1
c I Ic' Cu. AT -TOP - In, - b
1,6
2 pIA N I .•
V2' 6'r pIA. - 1 _ r I
IA• ' , n, ~_.. O O
n/e' -T I B" 1 (INII 7/d i'-fl Lr ,�. t , 2'-11 ]t1'
-j SECTION _ KK ] L ]iA' I I. }/J-"c �iI--1 1a• R �1 1/C• • _ 1 T•r �i :, a "' Z
�� •` ' I1I�'IF'IIIII�� III��IrTIIIIr` ,
PLAN IFrfrIL AV.
ro 0.A7. I1Q.IfIUULAR
;
NOTE � Af/N/L Atl. /I0.03. 2'-II Ii2R
RING & COVER CONTACT � r HOOD-----LMR--- ` SEC- -'TI01 ___p_p /rPC - C SECTION RIi e
2'-1 I/4' SURFACES SHALL BE SECTION - RR
1--11 3/4 MACHINED SO AS TO Is 7/11'ou. AT eottoN
L 2' e
INSURE EVEN BEARING y]v1 I CONCRETE GUTTER ,D
1'-111/2' OF COVER ON RING PART OF SECTION ENLARGED IP G_6psT CA,1-6 I oPtrAN LA %(� WZAIL �CQFT C:ATU-I 51U CASTIIJU DETAIL t 2-• IrB SECTION B-B IIIIIII IIAII
1 1�.✓ y ••./v
COVER PLAN VIEW
MINIMUM WEIGHTS: rvl /
r ( BOTTOM )
COVERRING 9 20 BLBS. IR i- �. \ II(IIIII I I III
G.R.ENNIS B SON N0. MBX-GRE-I6 (� .4W� ply 14-- PLAN VIEW
't N I • 1I
n
7/S'D ? MINIMUM AVERAGE WEIGHT 1• �-51a' DIAL , R
4I.5'
DEWEY BROS. NO. MH-RCR-2001 RING 120 LBS. F, 8'WHfl GI�•ILL BASIN CASTING DETAIL I '16, J .' II
COVER 40 LBS. � � 1' NTS ` 0-
TT R / N 94059
I i I F-5'CIA. I +' I D ASTIRON METER BOX I 1 i -
SECTION "A-A" r scrnoN A-A SIDEWALK \ / BH PGT
s D M NNOLE KING 40VM DErA L sT� MONUMENT CITING DETAIL - C
T A / 2•-fi min WPM DMB
A :. ----_ _-_- ' MIT 719/01/94
• TYPE "K" SOFT
- ` A`111111111�1///tt/ '
SO RO.w. MUELLEp CORD STOP0 COPPER TUBING '
CUL -DE-SAC DRI t/EWAY IIETAIL
1115000 or EQUAL.
111 13 /3' 12' S E A pLy
Z) IF NOTES: (3 CURB STOP MUELLER H 1501.2 CURB '; 17774
'L- I- ROCKWELL 315 SADDLE REQUIRED FOR
1 HAYS 4005 EXPANSION JOINT
yZ TAPS ON PVC WATER MAINS.
Q2 I ij� QB BRASS METER COUPLING MUELLER H 10890 /'-6' 4'-6' /,p• II \,
2' ASPHAL 1
5/8t3/4x3/4 HAYS S8B0
2y w ••./� 2"ASPHALT
' � C METER Y K W/LOCK STOP 9'RISER ,,:••. t1111TL1I�
�W TYPE A'CU//B�4 A' �j"SAND C[Ar pW O 5/B'"3/4� MUELLER H 14118,FORD V41-9
2 3 1 ,rl 4 14ARL BASE /' TrpE'% B O ® METER BY CITY 5/8 X 3/•1 6' STONE BA
6tOPr '
6' CONCRETE
LOCAL A//8 /B//
z I
- 7
SECTION A-A
_
w -
GUIDELINES FOR STANDARD 3/4"
r TYPICAL STREET SECTION WATER HOUSE 5ERVICE