SW8970320_APPROVED PLANS_20040527

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
DOC TYPE � ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC SATE
YYYYMMDD

N
T-)Dr1
SITE
z
AMSTERDAM WAY I
c�
v)0 pMIL Z W A� `A1yp5 pR. IL
C) rn 15.0 F0WPAY y
O
Z MARKET STREET ANKAAF-
wl51'puw
VICINITY MAP
NTS
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
RYE grain 120
ANNUAL EZA (Kobe in
P'redrnorlt and Coastal Plain.
Korean in Mountains) 50
Omit arrrwral l..p.a— when duration of torrrporery oovr In not to ereiaw
beyond Jurw.
SEEDING DATES:
mountains - AbaVe 25M ft: Feb. 15-May 15
Wwo 25W ft: Feb. 1-MM 1
Pladmont - Jan. 1-may 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow ncam!!!alldations of tall beats y20lb/ame gown ogrkal-
twal pnntow and 750 lb/acre 10-U-0oftK
MULCH
Apply
a or rnuich rrlrartnq idol A dial! bk dm ad rwarly straW can be
used as o mulch alcNalnq coal.
MAINTENANCE
Fwerullm rIfi Ruasd, refartwm and n+ulch im-
SPRING-SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
.9!E= RATE (1bZ99 1
POCACOtA BM#00M 5o
COMMON 9aAmx l 10
GOWN ULM 10
TALL FE MM 50
SEEDING NOTES
1. Where a nod appeaoua is dmbv4 wM serimm
2. use saran Bamarda grass arlly an an obw It Ca,rlot beasts a pout
8arm111 grams mW be replond wo S LB/Acre oodlpeds¢aoe
SEEDING DATES
AM 1 - JXY 15
SOIL AMENDMENTS
Apply bra and FORM ad teats. or ap* w/Acre wound
agrimiturd lllrlmsforlm and 500 1Ab um
10-10-10 frhlitar.
FOP­,�PAY 5FC-n.ON
W5
r
MAN
r
r / / rI f
Mal! FIFAW. i- •- FRAW 10 7 OF • l::
7'A
�I
Id.►�11�11i.'i;�
FU40� 4FI&VA1QC•7
,GH CA&VANIZEt7 WIM
ITW OVER 5MALL 12LkWTER
'kX ( 8 NIB5H .020 VVIM)
P00L 19.2
I
SELTIOIJ A"A
MSNION PONP NtEf 5TICIT,
lm
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
RATE M&MM)
RYE (groin) 120
SEEDING NOTES
M1OUKrAM - AlJr. 15-DEC. 15
COASTAL PLAIN and PMIOW - WrG 15-DEC 30
SOIL AMENDMENTS
Follow nearwrAWorw of soil teats or apply $000 LB/Acre g►atmd
agrlcudhmal tbrwdons and 1.000 LB/Acre 10-10-10 fertAlser.
MULCH
Apply 4.000 LB/Acre Strew. Anchor show by vft � . r+80w6
or a nwAch andralrq boat A didr with blades sal rwarly draight can be
MULCH
Apply Ana,or by °��a/Mrs rq w °In.�t� mWng6 or r*t owwq or by m'.lnr�abl, a „mAd!
b a A disk with bbdw sot rwaly sbaik jrt can be used as v mrrtdr
MAINTENANCE
RebrtMew In folm* April wft 50 LB/Aaw nMogau Rspod ow gowth n4ims.
Yay bo mowedow ady drew a year. Mhre s n" mppearo�oa is dammed, an*
Sartcmm and mas orm am needs
used as a nwdch onchsrhq tool.
MAINTENANCE
Repair pal refartlias dsnloQed stets bnnlsdideq. Tapdua• with50 LB/Acre
of dhogan in march. Kit s rwceasary to exterw twrrporary paver bayald
June 15, (M. d wdh 50 LB/Am Kobe (Pfwdrnorlt and Coo" Plain}
or Karmen (Yaarrtsbw} Mopedeza in late February or early mach
FALL�WINTERp
PERMANENT GRASSING DETAIL
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTURE
IRATE (b/�,1
RATE (1b/acm)
TALL FERM (MwW of two or
CERmAtf MNUEr 40
200
25
In the pmidrrrortt and mwwrtakm a rnau-stern rwd wwdalgramm toy be
NAwbl read al a rate of 50 LB/Acne
SEEDING DATES
SEEDING NOTES
m mMRIr - Alow
"J= -
MOLRRAM - MAY 15-AM 15
SOIL AMENDMENTS
PNMMOW - MAY 1-11t10. 15
OOWAL PLAN - APR. 15-AUO. 15
AApa* Mars and hrWm aooa(1 b moll Mash, or gphr 3.000-500o LB/Aws
1,,OIL" q Ar1m 10-1 Wier wlll. ww.. raft a! sandy scrim}) and
SOIL AMENDMENTS
Faior naonan oumnm or mod teats or apply 2.GDD W/A4w groaw
MULCH
ogrlcuftwal Amestaw and 750 LB/Acre 10-10-10 fer. izer.
Apply 4,0ap Ave wdn sbaw a epbd" tm er of anWlw e a AI mulch
MULCH
Anchar by with agl+dt. rorYg, r a by abrrpilg arch a mrrch
a+chalnq Wei. A disk .11t! bladar mat xaary oar► bar umad are a mWd
Apply 4,000 LB/Acre Straw. Anchor Shaw by Umi&q with oW-% noftq.
ardrorlrg tool
or a tmlleN anehorirq tool A disk witty Wades mot nearly straight can be
used as a mrrdu arldwrtng tow.
MAINTENANCE
�rrr��a��
MAINTENANCE ENANCE
F+ E* amm*V to 00 beds or apply 40 LB/Aam fta" InJ--y or
40 Lg is Saph,nber and 40 LB in Mmorrbr, from o 12-4-1, 18-4-4
ftefortplze "growth N not fully trdsqurois Reseed. refarNize and mulch Tm-
.y+,ay�r�',
.r t ° % =0 warm medllr, as this
inGaOap mborw Imasp fur dMsoou. Reseed. fertit¢e. and rrsdeh darlwged auras
"OsalotelyfoNowblg wositxr othr d
rnr1"o" mom to a hatght of 2'5-15 br0 a! ntwded.
6" CONC. 4(:KDO prysli-��y� `�' �+y7
611 X6r 1 XVV2.SIXWV223 vvmmt
VVIM FAt3ti;IG t-INF0FXXWNT
1 4
11 ABC 5TOW
PUMV5 ' f2 PAP R�-NL
-71 1 S 1-*7 C A Ir'th/Sf'1
1C7'
t7EMWING [PON FiELt2 CONI7hlON5.
00NTRAG11CR 5H&L 090W1NA1T
W/ ov"R Sr GPmCHNICAL
ENGIN FIR 110 t7E11 12m1w
AC11.IAt. PAVEMFW 5CC110N.
PAVF,M�N-r 5F,,C-n.ON
OUTLET
STRUCTURE
N
D.I. NO.' 1
TOP 21.4
1 W. 19.5
D.I. NO. 2
TOP 22.5
INV. 19.4
LIMITS OF DISTURBANCE
18" F.E.S. INV. 17.5
w/8'x8'x12" ENERGY
DISSIPATOR ---,,,,
--, N68'01'00"E,1° 200.00'
25' BUFFER
EASEMENT
EXIST. DITCH
EXISTING BUFFER TO
BE SUPPLEMENTED IF
NECESSARY
DETENTION POND
TOP OF BANK 23.6
FLOOD POOL 19.2
NORMAL POOL 18.0
BOTTOM 13.0
G't r.r.a. rl Y r O.d-
w/8'x8'x12,y NERGY
DISSIPATOf vl
I N I c NOTE;
I Q THERE ARE NO WETLANDS
ON THIS SITE
D.I. NO. 5
LIMITS OF DISTURBANC TOP 23.0
1 hlti� hlINll� hi4trw wKl11i *E¢�w IAae L� INV. 18.3} =w
O
120' I P
N
FPS
OPOSED EXPANSION '
12,000 SF
PROPOSED
EL. 25.5 +`�
lx1 " j: ' - -
I0 la"m wpm I11Riw PPP WIel411 No" P"m _ :. _ . ::::: - ■almli
zl I_ j I MATCH EXISTING
ASPHALT GRADE;
t ELEV 23.7f
DRIVE f `�MATCH ASPHALT EXISTING
I IN ( I ELEV 24.1 t
EXISTING BUILDING I
I 20,000 SF I I 00 10'x10'x6" DUMPSTER
F.F. EL. 25.5 +�"' PAD TO BE RELOCATED
�6 I I I ry�0 i o-h
II D.I. NO. 4
TOP 22.8
I c!'I INV. 18.9
2' RETAINING WALL
O I o
h; }:
in
T- _ `� I
o^_ ''_ OFF E - -,n to I
Aso D.I. NO. 3
TOP 23.0
�..r h �p � T--T�,l 1 a INV. 19.1
200,1
"RC 1 1 i ll I I -.
4" PVC SS
1 1 /2" PVC Ill I 4" C.O. 'Pr
��7, I I II ■Aw wl■l�
EXIST. DITCH - ,�
_ MATCH EXISTING REMOVE EXISTING CURB
PI INV. 9A± AND REST
- - - _ - - - - EXISTING CONDITIONS -
. \ /
1 I
I � I
I � I
I A I I
I I I
I I
SITE PLAN
I I 1 " = 40'
PROPOSED CURB &
GUTTER TO MATCH
EXISTING
4mST1 RCP
y. ` - EXIST. SS
AMSTERDAM WAY
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING. NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL
11. EXISTING SURVEYING PERFORMED BY STUART Y. BENSON, RLS AND SUPPLIED $Y THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13, THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 51.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICAL REPORT NO. DATED , BY
FOR ADDTIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
8. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
9, MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
_w.,#.», , RECEIVED
MAR 19 2004
�s s r�R A 1►tra �?� a sa y!!"re"+l�l
�►vw�r:rri-Iru�r.a3r71V1
PlktOd #
SEE
TOTAL AREA
2.46 ACRES±
ZONING
1-1
EXISTING ASPHALT AREA
20,200
SF
PROPOSED ASPHALT AREA
3,290
SF
EXISTING BUILDING AREA
20,000
SF
PROPOSED BUILDING AREA
12,000
SF
EXISTING CONCRETE AREA
300
PROPOSED CONCRETE AREA
100
SF
TOTAL IMPERVIOUS AREA
55,890
SF
REQ. LANDSCAPE AREA (8%)
1,900
SF
I
EXISTING LANDSCAPE AREA
750
SF
Q
PROPOSED LANDSCAPE AREA
1370
SF
-
REQUIRED STREETYARD AREA
3,500
SF
V0
PROPOSED STREETYARD AREA
3,595
SF
REVISIONS
Description I By
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LEGEND
\``fit{Ltkiltl►1f�,,
•``�N CAN
�
EXISTING SPOT ELEVATION
-
IcSSI /
ry�o
PROPOSED SPOT ELEVATION
'
SEA L
EXISTING DROP INLET
--v 17374 .��
RUNOFF DIRECTION
-m N
TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
DATE 3-10-04
EXISTING LANDSCAPING w/AREA
DESIGN PGT
DRAWN MBH
(125) LANDSCAPING w/AREA
PROPOSED STEETYARD AREPIATE PRINTED C 1
PROPOSED ASPHALT AREA MAR 1 7 2004
SHEET 1 OF 1
03123

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plump a AIXX t7 51nic us Or 9Ix ucfllf4.`
18" F.E.S. INV. 17.5 M�ON � � V I�i.�
w/8'x8'x12" ENERGY
DISSIPATOR �
DITCH
S OF
JRBANCE
W5
- - -
I �-6" x I'-0" x .COO ". AAVA.
HAM7ICA6 M12 FAta Na 51a4
I PA'JaJNG"
'110RRSERV
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a
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�
PARKING
ILL -ATE V 1,&". PMTS a WA"R5.
g" x V-o" x .080 64V ALLM. SIGN
TO WA19 "VAN AC4CE551t'7 Z".
DOLT TO W17, p05T WI1H 5/ B" CANVILLM
G�-_
PL.Al%? Nur5. B0LT5 & WA5HeR5
if
9" x V -0" x .060 51V AL L1M. 50"
TO IeBAf7 "MAXIMUM PrN►0Y 1100
20-37.6" , OMT TO VN7. P05T
r� WITH 3/ B" CANAL IAA PL.A11 7
u� � w- NJf5, 00LT5 & WA5WR5, 11�JISF t7
�NTION POND VAaaa5im-wa rMTWAIN? 4"x4" P05T.
OF BANK 23.6 -- -
DD POOL 19.2 a/z•a„n 4/2"KYW) "I I
MAL POOL 18.0 MAXIMUM z
rOM 13.0 PENALTY VAN 7N_= III
$ 100 /�'KM) ACCESS1 3/e•'crw� -` I I -I I I�
Ix' 12 I I IEI ICI I II I I--1 I !-I I I 4
*V -�N �*v -am z1 I M I ILj I=III.-
°''-„*„z -I 11-1 I MITI
T1 (CAL HMI IC4WM2 516N #NAIL
TE DATA
TAL AREA
2.46 ACRES±
'FiCc AkL
2,500
SF
(REHOUSE AREA
29,600
SF
INING
1-1
IRKING REQUIRED
SPACES
22
AKING PROVIDED
SPACES
24
-PHALT AREA
26,708
SF
)NCRETE AREA
2840
SF
NOSCAPING AREA
REQUIRED:
2365
SF
NDSCAPING AREA
PROVIDED:
2545
SF
Cr CONC.
=R PAD
Nr5
EXISTING SPOT ELEVATION
4
��o
PROPOSED SPOT ELEVATION
1.9
DROP INLET w/INLET PROTECTION
zan
PROPOSED LANDSCAPING w/AREA
TSF
aTSIrTEMTP�ORAR
Y SILT FENCE
P-�
LIMIS OF DISTURBANCE
V 0. 3
23.0
19.1
Q.I. NO, 2
TOP 22.5
INV. 19.4 � MR
I
AND P�kRK G a N �+ 4' C.O.;P I 50' GRAVELLED CONSTRUCTION
50' GRAVELLED CONSTRUCTION 7o
ENTRANCE (SEE DETAIL) (550) a ENTRANCE (SEE DETAIL}
iA
n2Orye 7 :� r srnNO Q- �-MATCH EXISTING
25'R-- 5 `- a TS �y - PIPE INV. 21.6t
M...' R'
EXIST. DITCH -- MIST-15" V. INv ��1 �P-40
----- ---- -�' -�1"r _ -EXIT SS`--
MATCH EXISTING
- PIS INV. T9 �t - - - AMSTERDAM WAY
----.----------- --------
_ N, MATCH EXISTING MATCH EXISTING- -
\ / ASPHALT GRADE 22.7± ASPHALT GRADE 23.1t
{ I
I
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SITE PLAN
I
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r� r
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%ML 0-WR R&W MMAL
AGTLSk
I. VATER AFTERS ARE TO B£ PROVIDED BY ThC CITY
Z ALL VA TER AIE7ERS AWT BE LX4TES VITAff F0LIC
RIGHT-DF WAYS AAOIL P £AS£A£NTS
3 WA TEA' KTERS SMLL A97T SE LLCATEB IN DRIVEVAYS
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EMPANFJAeW 6
w/ 5 LL WAY
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FOMPAY 5E�C110N
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50�.
"p z
TYPr Ir Sa7 COPPER TUBIAG
pLpRs,
SLOPED TO DFWN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
I �LVCwrLu�►Llaaess�Lr�La.aE4"Lr�-[5sI»rrt'ortr
1. VV
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
LM
2. K/k.^r10NJONrSCC� 5,1 � � At
19, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
r5CC �.���
t>"N ��sv PWWV
*11=14"004 WV
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
4. i�LKfO6" rH LnY%x LrAL rAven+I�Nr
WHHIJ2cum,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
6. I/ 0' VWA*LSLON JOW <94) 0=10V Af Va MAX Af SVVAV"
NIGHT REFLECTING.
.uwn", AT"LJCrtft%Mro Ad NOTIW ON *M K-AN.
20. DUCTILE IRON SHALL BE CLASS 51.
6. PN v 9ALrarxOrl'f*
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
FA1:AA4N4 CUM OR
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
1. WAW001 w/Osd-10/10WWAL,
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNiCAL REPORT NO. __ , DATED -, BY
FOR ADDTIONAL REQUIREMENTS.
*a MAX.3rACLNG
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
�-
'�"
•"
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
:�• ,.
3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
'
ENTERING STORM DRAIN PIPING.
5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
6. A 4 LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
FILMSOON
AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
8. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
Jow
PLAN PROVE TO BE LESS EFFECTIVE.
I/•4"'Id" vw w1AN
10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
Va"K1rF
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
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4AL-V PAW aZATING - I" x 1/ 8" MA#3NrA PARS. PA"N VAT H
lNft ..l CL", /rI ACH TO 1-1/ 4" x 1-1/ 4" xI/ 4" CALV/V
Ma.,! rKAAC.
MORi'oR ri?Aw To roP or Ol nxf STi�ddGfl e. ATYAQi GH.vMJ�t71N
VHER£ R/V WITH PERMITS TOP Or CwWC I OFtlf'ICC CS AMCSH ,020 Wl��
CAST I,PLAV AFTER BOX 2!5h
r4.0017 POOL 19.2
SlDEVAG4' r
16"
II
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- M& ELL£R H-1422
ALTER ral' V1I2 RISER 1iOt'rOM I3,0
FLFT VF66-2, VF77-I2
5CT10N A - A I i
1 1/2L' IQR e J�2M? SUVICE
NTS
STANDARD WATER VALVE BOX
r%Oa7 POOL, 19.2 & COVER MARKED C,fl. CONC. CURB & GUTTER
CONC. SIDEWALK
110
g
SEAL CLEAN -OUT \\
N012MN. POOL 18.0 STACK w/DUCT TAPE EXTRA HEAVY
(SEE NOTE 2) SOIL PIPE `- 1/8' BEND
AfU1H�l per' EXTRA HEAVY
4'S❑IL PIPE SEWER MAIN
PLUG w/4' SINGLE TEST
PLUG w/WING NUT 4' VITRIFIED CLAY
(SEE NOTE 2) TAPPING SADDLE
TEE OR WYE
(SEE NOTE 1)
VC01TOM 0.0 NOTESi
1. SEWER TAPS TO BE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES OR WYES ARE
INSTALLED IN NEW MAINS LAID BY THE
CONTRACTOR.
2. THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE C❑NNECTI❑N IS MADE AT C.O.
�UMELINES MR STANIAR0 CLEAN -OUT
SANITARY SEWER HNUSE SERVICE
NTS
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2,14 COW. IN C04+IC.
rN:.CI7 POW W-AM -
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REVISIONS
Description By
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SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONOTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL,
11. EXISTING SURVEYING PERFORMED BY STUART Y. BENSON, RLS AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14, ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SU8GRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT 7-
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION ALL AREAS SHALLa.
BE
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INORTH CAROLINA ENVIPCNYiNtTAL
MANAGEMENT COMMISSION
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DIVISION OF V:ATER QUALITY
IDa1LLl5AUG 1Rc17 A�
stormwatar Permit No Q U
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S E A L
S1• 17374
STORMWATER//�l��rrffILL41V1
GREGO���`�.
1
DATE 03-19-0
D E C E (V E
DESIGN PGT/SMF
DRAWN MLH
JUL 2 31997
PROJ �v320
DATE PRUM
rAL 1 9 1991
SHEET 1 OF 1
9671