SW8020908_APPROVED PLANS_20040227

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �D�U�d 0
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMMDD

Noe, SHEET NOTES
k TMXXK SHALL K PERFORMED IN ACCORDANCE IM
TBI THE LOCAL GOVERNING AUTHORITY. •
CO C_7
TEL 0.c . , l; �I
I•
id V4 y ;,�) •
'K CO APPLICABLE STATE. COUNTY. AND LOCAL
7: p
c
-N THE CONVACIOR SHALL O11TAm AND PAY FOR ALL gt$PECMK CMV"UOK EGAPl M
2, ALL DEMOUIION AND SUBSEQUENT CONSTRUCTION TO K IN ACCORDANCE WATH PERMITS ISSUED AND
EDP y
THAT MAY K RE"MD.
COP IL
[THE top 4 F OVARYLVAM FROM THE VOXrr-AMM On D$tAMM ARE DEENED MOCnAJtr BY 111NE OONTRACTOR, 24" 1 Ol
DETAILS OF SUICIN DEPARTURES AND REASONS THEREOF SHALL K SLIGNITIED TO IM ORM FOR REVIEW
NO DEPARTURES IRON THE CONTRACT DOCUMENTS SHALL BE MADE HHAIIHOUT THE MOTrEN PERMISSION Of
THE OWNER. 41 - reign RIM - 2D.35'
WZ 41 Hill EXISTING HmPROvEmrmTS DAMAGED 04 DESTROYED OURNO CONSTRucy" SHALL K REPLACED ON •
BENCH 18-85'
PP ,q MIOM TO INM =MtA& CONDITION, AND TO THE SATIWACTION OF THE OWNER OF THE IW*DvoitNl& •
TEL • li $6.44' 5,
>WC WV 5 CONTRACTOR SHALL REFER TO ARClmnEcvUNAL PLANS FOR OETAJILS OF BUI"= AM BURDM
MH 0 INV 15.14 WE� -
RIM - 23)1 2 SEAL
BENCH -1 16.57' ONE T. DJGOM AND/OR 00*R DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AMID/OR METHODS • -
c ASSOCIATED "IH THE PROTECT AS SET FORTH IN THESE 1i 15LU
WELL AV
-1 a. CONTRACTOR SHALL MAINTAIN AN 'AS BUILT' SET OF DRAvoll To RECORD THE ACTUAL LOCA11ON OF
WM Wu ALL P."C PRIOR TO 00$MAU"f� DRAWOM MOLL BE GIVEN 70 THE OWAM UPON COMPLETION OF Ill
PRMW KM A COPY OF THE TRAmisal LETTER (FOR RECORD mELPHAK) To THE EmOmmem
9 THE CONTRACTOR 15 RE"CMC " FED VERIFYING THE ACTUAL AND DACT LOCATION, SIZE AND
MATERIAL COMPOW" OF ANY DIISTING. WATER OR SEWER SERVICE PROPOSED FOR CMAECION 00 UK
i:4 SIGN ON Trig PROACT. THE R[IOC OF ANY UTILITY SOMCIES REQUIRED TO COMPLETE ANY PORTION OF•
a THESE CONSTRUCTION PLANS SHALL K THE RESPONSIBILITY OF THE CONTRACTOR.
Q,
LP,•
CONC 0 1 1 10, THE CONTRACTOR MUST, AT ALL TIMES. KEEP THE SES FREE FROM ACCL%KLA?Oa OF WASTE •
MATERIALS OR WON CAUSED BY Hill HIS. EMPLOYEES, OR HIS WM, ALL SHALL BE REMOVED
CAR' RE T C-1 !NTY FROM THE SITE ON A DALY &42&
T&
0
11. FINAL ACCEPTANCE OF VOW BY THE LOCAL GOVERNING AUTHORITY SHALL NOT K MADE UNITIL ALL
DR 73? OHM 540M ON THE APPROVED PLAN 15 COMPLETED•
Hill 1111111111 ILL 1111111111 HIlklil. I.I. 1.111111.1'7 9 P C '9 QD j I
AR I !�C GGI IN •r 1' 12. CONTRACTOR MAU. CALL *11MTH CAROLINA ONE CAW AT LEAST 48 HOLMS PRIOR TO BEGINNING
��AM,!IJNI LY C()� I CONSTRUCTION OR DICAVATION ON 97E TO Ill VOSTING UTILITIES LOCATED. CONTRACTOR TO CONTACT
wl�rc #
57�'fl ANY LOCAL U71UIIES 11HAT PROVIDE IHM DOM INDEPENDENT LOCATOR $E"X COMIRACYON SHALL
4
"MATEI.Y REPORT ANY DMOV"AMM TO THE DNMM
j z
W
MH iI
I ANY EXCAVAIM kUP K PALLED IN AND TAMPED AT THE CONCLUSION OF EACH W= PERIOD. AND
aL
RIM 20.64' 1 SP EQUWbNNT AND SLWftU RETAINED 70 THE CONSTRUCTION STAOM AREA.
ji i Y,
BENCH - 16.02' or SEQUENCE OF CONSTRUCTION ACTIVITIES • z
CONIC
CONTRACTOR SHALL INSTALL CONSTRUCTION FENCING TO ROUTE PEDESTRIAN ACCESS AWAY FROM
TEL W OD . ..... APPROX LOCATION.. J, M) UNDER ONE OF TELECOM CONSTRUCTION ACTIVITIES MR EACH AREA (SIJMWAW R NEW V1ALXWAi MMMO FOVMI
F OONSIRUC"4 MCH WALL AVAM 0=#M FOR MOM TKAN 40 HOURS,
CINI•
PIP c 0 z
1. OBTAIN PLAN APPROVAL AND 07M APftX,4&E PUMM 0 C>
LIP (TOP ELE 15.30)
2. FLAG OM ull AND MARK TO K SAVIED, IF ANY. FOR PROIECTM.
If; A
...........
-CONSTRUCTION MEETING UT" INSPECTION ON SITE. AT LEAST ONE WEEK PRIOR TO THE START OF •
S. HOLD PRE -CONSTRUCTION
- ------------
Will
hil �11 ANY LAND DUtUM04 AC11'AM
BRICK 4. INSTALL OMTRMM ENTRANCES. IW PROTECTION FENCE AM SILT 110111i DIM TEMPORARY EROSION
i' J / PAD CONTROL DEVICE3 AS REQAUD
ljx
L
VAN
�Op/ u'l � `., / /�' /•� ./ / -,bt. 1`Nr , - INSTALL PRE-IREAIXIENT BASIN AND MLIRAI" aASN,
X
4 C) WA ROAD 4. OMECTION SY btRWOM,
1181 IkV,11F.S 7. HARVEST ANY 7MM,
7114Q 6374.183'24�Qbj CONC N I•
a. POW Silt GRAOIll AND INSTALL ADDITIONAL MMN CONTROL. MAMOAL AS HMO.
lf�q 710.. PC 4.)IQ
N UNDER PAD 0. PROVIDE TEMPORARY 9MDIMG ON ALL MWFM AREAS THAT WALL BE Ill FOR 14 DAYS OR LONGER.
GROUND
•
LP TANK
.0 10, PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRAM AM 04 SEASON. FERTILIZE. •
�/ / 11YD PP /WATER AND E It I AS IMMMtIDD TO ESTAMM AND MAINTAIN VIGOROUS STAND OF GRASSIL
v Eli -SEPTIC EN
0 1. INSTALL STORM DRAINAGE SYSTEM AND OLL7 "MCMT TRAPS,
2. RAMIM BY INSPECTOR.
z
�,j
0
11 MILLIE CONSTRUCT" AND FINAL 1111HADIM
r 0
TEL
BOX A(�,�, r
Cvt S, ELC if LP 141,0=%ii 94&L SHE INSTALLED FOR ALL AREAS AT FINAL GRADE AND N SEASON, FERTUM
WAURM TO ESTABLISH AND MAINTAIN VOOROU3 STAND OF CRASS.
MINN
Of CMIRUCIM AND THE STE IS STAKM. (A) REMOVE ALL ACCUMULATED 15. AFTER COMPLETION
P SEDIMENT FROM PRE-TREATIMENT MENTION BASM AND DO�OK
4 SIGN t ;* , // % '� �_,F 4 `' r - REMOVE ALL •
r MMFOU" EROSION CONTROL hCAWtM SMOOTH All APPLYA&lUH__
•
THE
uwv
V,
)'AL APPROVAL By INSPECTION. •
LP
0 memo allow PIP •>_ TIC (D AF.7�1r I Ill INSPECT AND MAINTAIN ALL OMIN CONTROL LgAWM EVERY 7 DAY3 AND All EACH
NOTE: . , I SKINIFICANT RAWALk. I IMICHIM OR GREATER) AM DOCUMENT WITH INSPECTION m
Es ALL FENCES ARE CHAIN LINK. C 0
Ti% quom Solt �xl I
%ULT % :1 DEMOLITION NOTES Lu �c z
WOOD cow 0 W
ft / , - . , 0
Z TRAINING PAD MOWN ftftm • Of X: aJ
TEL i STRUCTURES >
ST I. W ORAMC IS TO 00" 01 7HE TREE COmSTRUCTOm AW.#S 4M TREE CIIIIIIi ROOT ;ONES,
` ,. �� :_, /:�
4,.
1;Vi 41 1 CLEANOUTS LOCATED IN AREAS Of DENIOUTION OR SUBSEQUENT CONSTRUCTION SHALL K PROTECTED FROM
A,-. H, DAMAGE AND HAMM 11) 111USH VAIN NEW ORADE,
PAD LW-41
I P POLE
I Al ITEMS AND EQUIPMENT REMOVED BY CONTRACTOR SHALL REVERT TO OWNER FOR REVILE OR DISPOSAL. •
If ":4 P�', 111
4mAnDrALTIk ATE%
4. REMOVE DMM M"M (.1i MMM) 10 FIRST 010 AMIr OR SAIN CUT TO OBTAIN A OEM
If J, I EDGE FOR HIM OOM5TRWIM•
. . ......... (SEE a
lf*RE ASPHALT SECTION IS REMOVED, CONTRACTOR IM&L USE A SAW CUT AT 14C UMITS OF DEMOLITION
CWAi LINK FENCE
TO MIA A CLEAN EML
2' 2 BEL
7.7.69
6, CONTRACTOR SHALL RESTORE THE LAY DOM AM STA&t4 AREA TO ORIGINAL OMOMONS AND TO INC
SATISFACTION OF THE OWNER, PRIOR TO DOMLaATM AT THE OONCLUSION OF THE Pill
•
7. CONSTRUCTION OF UnUM OUTSIDE THE LIMITS OF CONSTRUCTION FENCING SHALL K COORCO"710 "IN
SCHOOL.
ES SHALL !PERFORMED IN •
MOCUT". AND SIN DENT OONSTRLIC7M OF STORM DRAINAGE FACILITI K
LP•SUCH A MAKER THAT THE OLD PIPE AND SIRUCTUM ARE REMOVED AND MEW STRUCTURES AND PIPING ARE
q,, 4 4v
13RICK LP IMAIEDHATUY PUT INTO SERmCE. CONTRACTOR SHALL ENSURE THAT &TOM DRAINAGE 000 NOT REMAIN OUT
•
LP
0 0. illov 0 LP Di OF SERACE FOR LOW THAN 12 HOURS AT A TIME, PROWSOM SHALL K MAX TO MAINTAIN $701m WATER •
CONCb? Bux DRAINAGE MINING COKMIWX7M
FUEL AK�A
7,
A 9, REMOVAL OF ELECTRICAL UTLnM SHALL K DOE I THE LOCAL POWER COhPAW, •
RIM TEL Wv
ALA
7.31
0 RELOCATION Of OU7M UMJM 10 K COWI)KAIM WM THE LOCAL UITILITY FROWX".
0 INV. 7�09 LP �_Y C) POST
'4'._ UP 'DOI• CC :1. OVERHEAD ELECTRICAL SUN"= TO K RELOCAID OUT OF THE LuTS OF MIURSAmM By INE: • -C
RAMP co WHEN. X
PARKING
�•
.d METER PIP
R,� 10 VAULTS
1z bi LO ARE:A 12, WATER, SEM, ELIECTRICAL AND GAS UTILITY SERVICES TO K REMOVED TO THE PUBLIC III AND PUUOGIED •
OR TERMINATED AT A METER (AS APPROPRIATE). GENERAL CONTRACTOR TO SCHEDULE AND COORDINAIIE THIS
ASPHALT OHM WITH UTILITY PROVIDER. ­L Li 0 0
PARKING - i >
Cil - � OP
BY THE UTILITY PWAM CONTRACTOR SHALL SOOM AND CWMMMATE rrU WORK " THE
B K WALL R;.;,P t I& DZMWAL OR GAS UYIl SOtOM 10 BE RDKMM SHALL BE REMOVED AND 1111HELOCATED (AS SOCAMD)
X-, V T
777-1- 1 .%1- " APPROPRIATE SOrOM PROMM ALL SERVICES 94WW K MTAUM PRIOR 10 THE INSTALLATION OF •
C L", PAVEMENT, SMEWALK& CUM AND GUTTER, OR INISIALIATIONI OF MEN Ii• z OTHER PEW T wtm
bolkir
. I �. 10 208 14. WBE UTILITIES (70 BE 11HENICIVED) IMPACT THE FOOTPRINT OF THE WIN BUILDING, CONTRACTOR
.4 94AU DICAVATIE. AND REWW AN ADDITIONAL 2 FEET Or SIOLS TO EITHER SIDE OF Pli 1171i AC 07
80" TO REMOVE INIMITABLE SOLS, 02M SOLS SHALL BE UILIZED FOR BAOftL
TEL IWK SMS PSWOR14M IN ACCORDANCE WATH ODEMCA104 AND 97E PLAN. •
MH
0
S. THE ASSUMPTION IS THAT ?HE 12* RCP SMWn ROOF ORAN LINES FOR OALMM 310. CONTRACTION
94ALL 000004ECT SUBMWA" DRAINAGE AND AVERT STORMWATUt TO BASK ALL SUBSURFACE PIPE AND •
ei rCl�_-RITZ 4ND V..
# STRtXILWAM SHALL K REOM,
0 C5
TREE PROTECTION NOTES
ELM_ �. ! I -,`
L AT THE START OF GRADING K�AX14MG THE STRIPPING OF TOPSON. OR LOW" OF DISTINIQ GRADE
0 AROUND A TIMM A CLEAN, SHAM, VEHITICAL CUT WALL K MADE AT T04E EDGE OF THE ME SAVE AREA •
THE 'SAME INK AS OTHER OWSM CONTROL mEASum ARE HNSITALL90 THE TREE PROTECTION FDNMO
0 SHALL K MTALLED ON THE WE OF IM CUT PJ"MT AWAY FROM THE TREE MJW.
04
2. TWIST ORAGE OF MATERIAL FLL� OR E"LENT SHALL K PERMITTED WTHM THE PROTECTED AREA.
AND O TRESPA"NO SHALL K ALLOWED WITHIN THE WLNDARY OF IM PROTECTED ARE% AND SHALL K
qD 0 TEL 50 W= ON THE GRADING AND EROSION CONTROL PLANS AND POSTED ON THE PR07ECIM FENCE. A •
L •
PROTECTION HENCE CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN IM, AND MOISTURE •
P (,A/'I 1,301 FOR THE DURATION OF THE CONSTRUCTION SHALL BE INSTALLED AT THE SAME TIME As THE umm
2 J, 00f, CONTROL W.UUMM AM SHALL RERAN 01 PLACE LINK ALL CONIVAXIft IN THE VICINITY OF THE IBM
•
HAS KEN COMPLEIM.
I THICIE PMTMIM FDCM SHALL K MOTALLED PRIOR 10 OEMOLITNOM OPERATIONS N SUCH A MAWM
_17 ZhTTL SAFETY NOTES
0 4TPR -A� - I. OWSMK7" OUTSIDE THE TEMPORARY OMMMIM FENCE SHALL BE COQFdMATM VAIN SCHOOL AS 10 MEANLY AND ADEQUATELY SEPARATE ALL TRW TO K REMOVED FROM 111HENAmem VEGETATION. •
crill hidif
_6-Pyc HOURS, ANY EXCAVATION MUST K FILLED IN AND TAWO AT THE CONCLUSION OF CA W=
I . . PP AND EOUPMENT AND SUPPLIES REROMM TO THE CONSTRUCTION STAGING AREAL EACH PERIOD.•
CIA 2. ALL MATERIALS AND CONSTRUCTION SHALL REMAIN WnM THE OMDARO OF THE COlftYWOTIN •
vs
00 ri _ss- FOCNM F NECESSARY CONSTRUCTION FENCING OWN 0 REMOVED TO rAWTAW ACCESS BY THE •
IF CONTRACTOR FOR aiI4 MUST K REPLACED AT THE END OF E#,m PERIOD TO DIRECT
P
PLOWMAN 1111MI AWAY INN HAZARDOUS AREA&
RIM 9.72' APPROV•
H If /I & CCMTRWTICN FENCING SHALL K PIAM AROUND BLAB TO PROVIDE CONTINUED ACCESS TO THE ED•
BENCH - 4.V' al INLET BOTTOM FACILITIES O-ASLRDOMS MW&C COM7"MK NEW COM51RMTMN IN THESE AREAS SHALL K•
INV. 3 92 NORTH CAROLINA EW/:2CN'!Fr4TAL
GRATE 6 3' COORDINATED VAIN SCHOOL ADMP#S7itATNN, AND WOW SHALL K PERFORMED AS DIRECTED BY THE
10G INV. 4.1 SCHOOL. OR MINING OFr-SCHOOL. HOURS, VEOM4K AND DCMWM @W-MS. F�1.4 I A
LP SCHOOL Notxm
G4ATE 4.88'
DROP ll D4 4 CONSTRUCTION SHALL K DONE IN 9" A MANNER TO MAINTAIN ACCESS TO ALL RADOM WING
w ` ` `�` o° pA /JCRATE - 1 2-7- FC-6-2-U-4
INV, - 1.9, 114� 1.16'
CONC k DEMOLITION LEGEND z
WOOD IPICKET ECSTM CONCRETE •
0 1
N HONE E CONSTRUCTION AREA DEMOLITION KEY •0
ell F771 EXISTING COMORM (70 BE MMM)
0 K, DO NOT ENTER I REMOVE WOOD TRAINING STRUCTURES z
LP T CONC (1) REMOVE 0011911ING CONCRETE 3
1�' -ALT 11% DOPM ASPHALT (TO K REMOVED) u m
S P (Z) REMOVE EXWM STORM ORMIAGE PIPE 0 0 30
30' RCP (3) REMOVE EXISTING LIGHT POLE
POST &4" K 1.33 Lb Ill %TEL EXISTING BUILDING REMOVED) Cr
INV - 3.4' Z CIOORDIMI WITH UTILITY PROVIDER TO RD=TE DUSTING
F
cI LP TANK (ABOVE / BELOW GROUND) U
WAIMCWOWW SIGN & DEMOLISH EXISTING BUILDING 011STING VTXM (TO BE REMOVED)
GRATE 4.62' W-W cl m" AS ONDION ADM W
INV 0.21'
0 DITSTING MOSU CLASSIHOW TO BE RELOCATED BY OWNER
®REMOVE DSTNO WOOD DECK
CILL(�E
REmOvE Exwm ELccmHCAL unury SERVICE
METER OtAMOk UV OMPAW, ENTM MO CM K RDW") 00
1�5 Hill NNW sinuck ®REMOVE EK011i FOXE 0 W
ELC BOX 0 16, POILY L#ARCADE FABRIC z
MSTING VEGETATION M BE REMOVEID
M" 1: j�:: - EXISTING 7428 (TO BE REMOVED) U F 111.
REMOVE EXISTING CURB & GUM
z
MIN ELEC REHIci Dasixim wAnim LINE 0.1
YN
0 LP ADD ALTERNATE NO&OI DOMING ASPHALT PAVEMIDITIT LOM Or CC*ISTRt$Clnm cd I
DI 0 MH eft UP 0 END 1 0
MH CONC - OWMM SIGNS 70 K MAW 4W CV&4$t& IffA7HBUW4W MA=L#J- RELOCATE DIMING FINE HYDAI -------- - SAWCVr
WIN 0 WALLACE ROAD REMOVAL: PIPE - LErilm ARE TO K r TECH MIN., CLEARLY LEGIBLE AND VAM AS CETAILM
MH 0 MH 0 PIPE PAD INV= -1.21 SM ARE To BE PLACED NO CREA7EN THAN 5W ON CDM. SEE DEMOLITION NOTE 13 a
1, DCLiOtM AM REMOVE EXIS11MG MOM ASPHALT AND PLACIE 60 AT EACH END OF WEAR M41KOCTM FENCING AND W ON WITTER TODEAM ©REMOVE A PORTION OF Ill AND CHAIN FIERCE IDOSTING FENCE (TO BE REMOVED) III
0 GRAVEL SUBBASE IN AREA SHOWN ABOVE FILL WIH TOPSOIL, FOR OMTRwrom AREAS LESS INAN low IN PERNM PROVIDE No Lim T04AN ONE E�g •
0 c
ON GRADE TO PROVIDE POIll DRAINAGE AND SEED PER WTM mm pa All ROICIVE EXISTING DOMESTIC WATER METER
CO
i'Il, •
IP
•
0 ALARM 2. PROVIDE VALLEY GUTTER PER DETAIL ON SHEET Cl ATTACH WO MXGICLY TO FIM POSTS AND IFASW. ®COP DMINIG DOINESITIC WATOUK 10' OU'll BUILDING GROMC SCAM
M.PAPE ADJACENT PAR" SPACES AS g� TO DE
- Femcm Ham K &MWAM TmROLOMT OMINX=x TM OR iWAMMO FENCING 244L K
mEmAcm OOMAIMY TO mHaTTAm ACCOMIE SNEYT IMAM$ IN p000hpo- REMOVE 5' OF !EXISTING WATOWK AND CAP ON a
0 Roam DRIVEWAY OONW.01=. - ADNOWk I" OR FENCING WAY GE REaLmum BY LOCAL AUTHORITIES / PUBLIC UMM DOMESTIC ME OF METERS. WINTER TOB & EXTEND DOSING SOIL DRAE TO DWMG PAINING LOT. L42ED ON ACTUAL RED MOTION&
SYSTEM PUMP PROVIDE 4' Cl WTH w0i CE07EXTLE KTvM SUB -BASE 0 REMOVE EXW1NC WALK
AND CASIC. WOVEN GIVOTEKTILIE FABRIC TO K Will BOOK CONSTRUCTION FENCING WAXIVIE EXWINIO BIJOICK HEADWALL
HOUSE '::3 AMOCO 2002, DOOM 07-200 OR APPROVED EQUAL DETAIL
to
DEMOLITION PLAN - PHASE 1 TOTAL •
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> \' • 100032T NO. • REVISIONS • CONSULTANTS
o , ayes howe CARTERET COMMUNITY COLLEGE :TEYYARTENGINEERINGINC
ADDITIONS 4 RENOVATIONS
SSCCI ATION P•CRHECKED BY �
PRO �E 551ON �L dL
ARCHITECTS -DRAWN BY Tre.
wcAu -
1 11 W ,IT C
16 AUG. 02 MOREHEAD CITY, NORTH CAROUNA
I
-.4

WHERE NEW
CURBING IS
INSTALLED.
ROADWAY WIDTH M.-'
BE 24' FACE TO
FACE,
f
f
SHEET NOTES
f
I. ALL DEMOLITION, AND ANY St WENT 006T UCTIO N, SMALL BE PERFORMED N ACCORDANCE TAM �
THESE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL DOYELbINO AUTHORITY, •
a
I ALL DEMOLITION MCI SUBSEQUENT CONSTRUCTION TO BE N ACCORDANCE WITH PERMITS ISSUED AND
?P
APPLICABLE STATE, COUNTY. AND LOCAL COOES. •
•
I THE CONTRACTOR SMALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATION& EQUIPMENT, M. •
.
THAT MAY BE RE4UM,
EC)p
•
4. F DEPARTURES FROM THE WI ECIFIGITION6 OR ORAl16lOS ME DEELED NECESSARY BY THE (XTNTRACIOR, •
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE DOER FOR REVIEW. •
NO DEPARTURES FROM THE CONTRACT DOCUMENTS SMALL BE MADE WITIDIR 1HE WRITTEN PERMISSION OF
/
THE DIRT.
/ 6
•
d"r
5, DMSTINC IMPROVEMENTS DANA= OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR
RESTORED TO THEIR ORIGINAL CONDITION, AND TO THE SATWWTION OF THE OWNER OF THE NPROVEMENNTL
6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND 8U1 DNO
DIMENSIONS,
•
7, ENGINEER AND/OR OWNER OWLAM ANY ROLE N THE CONSTRUCTION YENS AND/ON METHODS
• Y
ISSS• 6
ASSOCIATED TAM THE PRO,ECT AS BET FORTH IN THESE PLANS,
•
'
& CONTRACTOR SMALL MAINTAIN AN 'AS BUILT SET OF DRAWNDS TO RECORD THE ACTUAL LOCATION OF
ALL PIPNO PRIOR TO CO CEA.MDNT. IRAMI NG6 SMALL BE OVEN TO THE OWNER UPON COMPLETION OF THE
• ,•,�� .,,Nk.
PROJECT WITH A COPY OF THE 1RANSWTTIL LETTER (FOR HEOORD KEEPM) TO THE ENGINEER.
•
„.,.. „N�`,��
B. THE CONTRACTOR1S RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND DUCT LWATIOM, SIZE AND
MATERIAL COMPOSITION OF ANY FWTNO WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE
ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERIACES REQUIRED 70 COMPLETE ANY PORTION OF
•
THESE OOISIRUC110N PLANS SMALL BE THE RESPOMSIBLITY Of THE CONTRACTOR.
10. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
•
MATERIALS OR RIRB1M CAUSED BY HIM, HIS DpLOdEB, OR HIS WORK. ALL MMIS SHALL LE REMOVED
FROM THE STE ON A DALY BASS.
11. FINAL ACCEPTANCE OF WORIC BY THE LOCAL GOVERMNO AUTHORITY SMALL NOT ME MADE UMTL ALL
WORK SHOWN ON THE APPROVED PLAN 15 COMPLETED,
I 1
17. CONTRACTOR SHALL CALL "MONTH CAROLNA ONE CALL' AT LEAST 48 HOURS PRIOR TO BEGINNING
6
li
CONSTRUCTION OR EXCAVATION ON STE TO HAVE DISTING UTLJiR3 LOCATED, CONTRACTOR TO CONTACT
: w
z
ANY LOCAL UTLNTIES THAT PROVIDE THEN OIN INDEPENDENT LOCATOR SERVICE. CONTRACTOR SHALL
•
U
IMMEDIATELY REPORT ANY DISCREPANCIES TO THE EN(MF,EL
"
u•
13. ANY EIKOAYA11014 MUST X FILLED N AND TAMPED AT THE CONCLUSION OF EACH NNdlK PERIOD, AND
•
•
rl�'
'
EQUIPMENT AND SUPPUES RETUNED TO THE CONSTRUCTION STAINING AREA,
SIGNAGE, STRIPING, AND MARKING NOTES
a
1, ALL SIGNA E SMALL CONFORM 70 STATE DOT STANDARDS. SNAKE SMALL BE INSTALLED BY
•
1tN{I
CONTRACTOR.
: V)
2. ALL LOT STRIPING AND DIRECTIONAL ARRaft SHALL BE WHITE REFIECrig PANT AND SHALL CONFORM
• Z
• O
+'
70 STATE DDT STANDARDS ARID SPECFXA70M
: U
•
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3. HANDICAP SYMBOLS SHOWN N THESE PLANS ARE FOR LOCATION AND INFORMATIONAL PURPOSES ONLY.
SEE OCTAL SHEET FOR ACTUAL CONSTRUCTION MEANS. METHODS, AND MARICNGS.
•
4, ALL TRAFFIC CONTROL DEICES, PAVEMENT MARKINGS, 9GK AND SIGN" WALL BE DESIG ED.
•
INSTALLED MID MAINTAINED N CONFORMANCE WITH THE STANDARDS SET FORM N THE MANUAL CN
INFORM TRAFFIC CONTROL DEVICE&
•
• 3
CONCRETE AND SIDEWALK NOTES
: o
1. CONTRACTOR SHAWL WEfERENCE THE ARCHMT IRAL PLANS FOR DIMENSIONS. "M AND MAY
S'ECFIpATIOEB, PROVDE CONSTRUCTION JOKM INWALMYS EVERY 10' (MAXIMUM). OR AS INDICATED IN
•
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AROKECTNAL PLAN S►EETSHEETS,Z
CS
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2. COMA PADS AND WALKWAYS; UMESS OTHERWHE NOTED. ARE 3000 PSL OF a TMOMOS WIN
W
OC W CC
9LLI 12'31Y w1.2 x w1WELDED WILE FABRIC THROUGHOUT.
• a
•
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S. DUIPSTER PAD SMALL BE 3000 PSI (2B DAYS STRDNGM). 6' *KKMM WITH r x r *cc X WN.O
•
WELDED RIME FABRIC MMOUGHC%lT.
: NN
04
4. DESIGN AND SPEOR7CAT10NS OF CONCRETE PAO FOR PROPANE TANKS TO BE PROVIDED BY NHeI_Hc
: Z \
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8011 i OF NOW C111lD11NA 1.
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CONSTRUCTION NOTES
+f EMU
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1. SLOPE OF ASPHALT AT KMNCAPPED PMNQIG SPACES AND ACCiSS AlSin SILL NOT 01)CEED 1/4'
PER FOOT.
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49
ACCESSIBILITY NOTES
1. ALL REQUIRED COTS RILL NEED TO BE TREATED AS AN ACCESSIBLE ENTRANCE AS PER SECTION 62.1.2
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VOL 1-C AND THERE OM MUST WEFT ALL RWAtEEwTS OF VOL I-C.
•
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2. STANDARD R7-Go RESERVED PARID1Ki AND YA7aMNN PENALTY 825E NOW 20-37.6 51GNI3 MUST BE
INSTALLED IN FRONT PARING SPACES, VAN ACCESSIBLE $ION($) MUST BE
•
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OF THE MA DICAPKD
PROVIDED N FRONT OF VAN ACCESSIBLE SPACES.
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GAS NOTES
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1. CONTRACTOR TO COORDINATE OAS UTILITY INSTALLATION TAM CAMPUS PHYSICAL PLANT PERSONNEL.
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•
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ADS] ALTERNATE
CONSTRUCTION NOTES
•
SEE SIDEWALK NOTES FOR SPECOCATIONS
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/ (SE- NbTE
MEANS AND MEMIDS
AND OONNSTRUCTTc sue' WIDE CONCRETE WALK
BE10W
® CONSVWCT 5' WIDE CONCRETE WALK
M CONCRETE DURMPSI PAD. SEE DETAL &IC
N
® INSTALL STEPS; SEE ARCH.
® INSTALL TO V CONCRETE SI EW AIX 7RANSMOIC
• J O
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® INSTALL 10 NODE CONCRETE SIDEWALK
®
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INSTALL It RIDE CONCRETE SIDEWIAU(
® INSTALL 15' WIDE CONCRETE SDEWALIK
:
® INSTALL CONC, SIDEWALK TO MATCH EXISTING
•
® CONCRETE SLAB; SEE STRUCTURAL DETAIL 2 ON SHEET S-8
:
® 24" CONCRETE CURB AND GUTTER; SEE DETAIL SHEET C-O.I
® FW8N CURB AND GUTTER
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INSTALL CONCRETE N.C. RAMP; SEE DETAIL SHEET C-5.1
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® INSTALL H.C. RAMP; SEE ARCH.
W
® TRANSITION TO FLUSH CURB
® TURN DOWN SIDEWALK; SEE DETAIL 5.1R
• S�-
® INSTALL 24" VALLEY GUTTER; SEE DETAIL 5AS
® MATCH STYLE AND WADTH OF CURBING; CCNSTRCUT CURBING
•
® INSTALL FLUSH CURB AT MECHANICAL YARD; SEE DETAIL S.IU
m INSTALL LIGHT DUTY PAVEMENT; SEE OCTAL SAM
• ` `
IN INSTALL HEAVY DUTY PAVEMENT; SEE DETAIL 8,11
• V
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® ASPHALT PAVEMENT REPAIM. SEE DETAIL 5,1A
• LL
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® INSTALL CONC, PAVEMENT
® BANKS STREET ASPHALT PAVEMENT REPAIR; SEE DETAIL 5,IT
INSTALL TEMPORARY GRAVEL DRIVE
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ADD ALTERNATE:
INSTALL WWI ACCE5s18LE H.C. SIGN; SEE OCTAL &ID
INSTALL N.C. SIGN SEE OCTAL 8,1D
•
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31
WALLACE ROAD REMOVAL:
NOT USED
; Q
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GRAVELTE
SUBBASE IN AREA SHOWN ASOW FILL WANT TOPSOIL,®
BOLLARDS.
INSTTALL ALL "VVAAN//CCAR PO4X PREFERRED PARING" SKIN; SEE OCTAL 3.1M
GRADE TO PRONIOE POSMVE DRAINAGE AND SEED PER 94=
® INSTALL CONCRETE RHEELSTOPS; SEE DETAIL SAP
•
2. PROVIDE VALLEY CUTTER PER OCTAL ON SHEET IM.I.
RESTRPE ADAMI NT PARKING SPACES AS SHOW TO DELINEATE
® PANT r WIDE STRIPING
® PANT a WIDE STRIPNG AT 4V ANGLE
• ■ ,
V
DRIVEWAY COMECRON.
® INSTALL KHAN LNK FENCE
1. EXTEND DO$TM1G SOIL DRIVE TO DUSTING PMMWNG LOT.
llt E TO DUMPSTER PAD OCTAL C5.1C
INSTALL ONE 5 LOOP IN -GROUND
m UND MTD. WAVE -TYPE BICYCLE RACK
PROMOE 4' CABC WITH WOVEN GEOTEX7ME BET EON SAS -BASE
42" HIGH
AND CAM WOVEN GEOTDRLE FABRIC TO BE MMAF7 11001L
AMOCO Z= DOWN CM-M OR APPROVED EQUAL
® MECHANICAL YARD; SEE ARCHITECTURAL FOR DETAIL
•
•
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SHADING LEGEND
PARKING DATA
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•
- DOSING CONCRETE PAVEMENT
PARKING REQUIRED I
F
I SPACE PER 600 SO FT PLUS
I SPACE PER OFFICE
. mc
L.I
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- EIOBTNO NULDING
K&L
H.C. SPACES
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HEALTH SCIENCE
BO 3
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-NEW CONCRETE / CONCRETE $IDEIWALKSy�
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- "on OF C NST"'C"G"
®ET08TING
- STNgYiO CIIRBING
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PARNUNi REOUIRM, " SPACES
OGSTING PAAKI�N' REMOVED: 108 SPACES ��
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®PARg1O
- FIAISH CURBING
NEEDED:
NOD-S$+125.136
E
3
PARKING PROVIDED:
136 SPACES (INCLUDES 6 t t 8 A001110NAL� N•
HANDICAP
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- ASPHALT PAVEMENT PATCH
SPACES) S
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GRAPHIC SCALE
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to V
illim
SITE PLAN - PHASE I
• TOTAL
•
•

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M I "jLR
rr000GE
S,ORnG�
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wnn r,
r r f 1 SHEET NOTES
I. ALL DEMOLJTION. AMD ANY 8UB8EODENT �4 SHALL BE FN7FORMED N ACCORDANCE TRTH
THESE PLANS AND IiPEGIFIGLTI(>t15 APPNLOyEp K 711E LOCAL OOVQtNIRIO AYTIORRC •
2. ALL Dp10U1R0N AND 9UB9E01RENr COILSIIRICTDN TO BE IN ACCORDANCE rHITH PERMITS ISSUED AND •
EOP - - APPLICABLE STATE, COUNTY, AND LOCAL COOES,
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CERTIFICATIONS, EQUIPMENT, ETC. •
•
- - THAT MAY BE REONIAED. • _
'--OF vVd }..� Ili •
EOP 4, F DEPARTURES FROM THE SPECFKA �HXt DRAIN ARE DEEMED NECESSARY BY THE OOIITRACTOR •
DETAILS OF SUCH OEPARTl1E9 AND RE THEREOF WALL BE SlBMTTED 10 THE OLDER FUR RE X •
EDP NO DEPARiT1RE8 FROM THE CONTRACT DOCUMENTS SHALL BE BADE WITHOUT THE 1041 PERMISSION OF 46
THE DKIMER,
•
® �y i•y - �" Q. E)OS— IMPROVEMENTS DAMA( OR DESTROIIED OLRWO CONSTRt1C110N SHALL. BE REPLACED OR • '
ORIGINAL CONpTON, AND 10 THE SATISFACTION OF THE ORNER OF THE IMPROY[MIDITH,
EIP !' ---..- j7j7` ` S. TOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BU M
257. ENGINEER y- W�I y �� •
ASSOCIATED MITII 711E PR'0,[GTp A5 8E7' FORTSCILAM ANY H THESE PLANS IN THE OONSIRUCIION
AND/OR METHODS : 15634
" fR CONTRACTOR SMALL MAINTAIN AN 'AS BUILT' SET OF ORAIMNGB TO 111E ACTUAL LOCATION OF
ALL PIPINO PRIOR M CONCEALMENT ORA OF THE ''.UL
PROTECT VAIN THE TIER • .,..uu.n+',,`,`
1R _rw A COPY OF THE 11E TRANSMITTAL HEELER (FOR RECORD Ili) TO THE QIO/EDt. •
I: THE CONTRACTOR K RESPONSIBLE FOR FOLD VF IFTNC THE ACTUAL AND EXACT LOCATION. SIZE AND
_ ^ 51GN MATERIAL COMPOSITION OF ANY E1G8TW Will OR SENIM SERNCE PROPOM FOR CONNECTION OR UK • Pa % s. L4 ctis;uxw_,.v,v cac r _ 1
ON THIS PRO,OCT: THE RELOCATION OF ANy UTILITY SERNCES IOQIRRED TO COMPLETE ANY PORTION OF
1HHESE CONSTRUCTION PLANS SHALL BE THE RES"ONSIBLITY OF THE CONTRACTOR. :
/ :�\ . �ci.;vcs.�.,xsvis.: x.+xr.:,.si�xss• x i ��- � �8)'_, ,'. . :
/ / �' �yt�' - _ '� .� - '- )•: �� 10. THE CONTRACTOR MUST, AT ALL TIMES, KW ONE PRESSES FRIZ FROM ACCIIMULATIOMS OF WASTE
t MAIEIIKS OR RUSEISII CAUSES try HIM, HIS DOW)IEES, ON HIS. 1UOIMt. ALL DEBMS SHALL SE RQNDM •
FROM THE SIRE ON A GAILY BASES. E �L.
ti T I r'., r S 11, FINAL ACCEPTANCE OF WORK BY THE LOCAL WAN" AIJTFORITY SHALL NOT BE MADE INTL ALL H.
l 3
IIORK 6HOrIN ON THE APPROVED PLAN IS COMPLETED
EIP A _ a r 12• CONTRACTOR SHACALL "11ORURS 1H CAROLINA ONE CALL' AT LEAST 46 MOM Ill TO BE5NIING
TIOM
CONSTRUCTION OR EXCAVAON SITE TO HAZE VITSIING UTLI11E8 LOCATEM CONTRACTOR TO CONTACT • z
LL � f
ANY LOCAL UTILITIES THAT III THEIR OWN 1110961 LOCATOR SERMCE. ODNIRACTOR SNAIL • 1
MI IEDIATELY REPORT ANY AlOISGEPTO THE ENGINEER • z j
°
'r` $ I& ANY MAVr11KN MUST DE FETED N AMC TAMPED AT THE CONCLUSION OF EACH ROIL PERIM AND
Suj
outL �r
f Fti
, . • � ti ; euA , -v;; � EQUIPMENT AHD 10.1PPt.lEb NHE7TRINFD TO THE CONSTLUC7101 sTAOMG AREA. . ,!
SIGNAGE, STRIPING, AND MARKING NOTES
1: ALL SIONAOE SHALL COIiORM 70 ST47E DOT STANDARDS. SIONAOE SIAL BE INSTALLED BY '
91
CONTRACTOR,
I I EIP ;� , ; z 2. ALL LOT STRIPING AND DAL IRECl10NAflRON$ ;HALL BE LIME REFLECTVE PANT AND SHALL CONFORM • O
T: '7 _,•...--_ 7 ''T .i ,�. :.' 1n STATE DOT STANDARDS AND SPECIFICATIONS. • V '13
,�� �,-..� 'S7 — •
/77 � J! '`-- .. - D: HANDICAP SIMUOLS SIDIMN M THESE PLANN5 ARE FOR LOCATION AND !F'pWAT10N10. P1JgPQSNS ONLY.
` •, _ - - - . ^ 4.ALL TRAFFIC GON7ROLAGTUAI PAVEMENT MARIDNIG:B, 9pN$ ANDFD SIGNALS g1A1L BE OE901EE0. •
IDUAL SHEET FOR
4.
W97ALLID AND MAINTAINED N CONFORMANCE IM7H 711E STANDARDS SET FOI IN THE MANUAL ON N
- ' � � � •-•-_-„- �,: UNIFORM TRAFFIC CONTROL DEVICES. •
" WAYNE WEST BLDG. , . �;,..... • "�
/c rm FFE z2.0o 2z.o
o q / 0S 81c _;H i` r-.."�''�-•-- CONCRETE AND SIDEWALK NOTES •
w.
71N
�/tiny: THE ARCHITECTURAL.
1d I =''�'Ol,II i. $ Un ,' P;. -i j CONC "'v ..._ - VECTFICAIIONS PROYI OOOONS�ETR VIOLA JOPM IN WALNMAYYS EYETFY 10` (YAfMW��OR AS INDICATED N � t�
N 74'97 .,5'N! Q
a _ ARCIOTECTURAL PLAN SHEETS, <p
r j -
PAO
wood 1V r • o
__.�.` ; P T dI r YCONNCRETE PADS AND wALKWAyS; UNLESS OTHERMISE MOTED. ARE 30D0 PSI, OF 4' T omm LATH : W
" � _/ ._____.�. 7 ,. CHAIN .I I x1 wto x will ■Lam VIBE FABRIC THROUpDUT. •
O
iU.ipion,:ui,uiutr .u:Tll ii,.fY. 4 w S.t f., 1. FENCE •
P
�U l.,,, hi.: .. ,. 3. DIIMPSTER PAD SHAH SE 30M PSI (2I DAYS STREMGTHA M THNCaMS, MTI 11' x I' RF4.0 X W4.0
-:.- lEL0E0 1r1E FABRIC THROUGHOUT, • N e(y
NO2'56'76'E �' - �^ !°My+,�M.'u, 1 ,a� w 1, DEIIAW AND EPEON:NCAITKtN6 Or` CONCRETE PAD FDII PROPANE TA■KS PROYpEp �� • Z
t I 9.72 27.6E ,� r%LY,r '� SEILMCE OF MORTI Q682ma (EMIL • p j
Ad,:: $ CONSTRUCTION NOTES w ` _o
g
- � ® _ '• - ASPHALT A7 AR1dtIO SPACES AND ACCESS AISLES SHALL r
7J 67 u�,, k :, Q7 SLOPER PE HANDICAPPED P N4 EXCEED 1/4"
2500
3r 07'),. M87'13't9"W f , � r ® � :
1J7 70 �" u ACCESSIBILITY NOTES
DECK
I. ALL REQUIRED 001E •NIL NEED TO BE TREATED AS AN ACCESSBLE DI:RANC.E AS PER SECTION 0.2.1.2 • m
r VOL. 1-C AND TIM DOTS MOT MEET ALL REQIAREMOITS OF VOL. 1-C. • z >
�? 2. STANDARD R7-66 RESERVED PARIOIG AM MAXIMUM PENALTY SnO 111 20-37.6 SIGNS MUST BE : w�R Y z
-jjCONC
PAID PRPa'OY ED IN FRONNTO FVANN SPACETHE HANIVICAPPED R IG !PACES. VAN ACCESSIBLE /1011(!� MUST BE a
r • d- I O�
r A + GAS NOTES .
y PAD `i `- t ems.:`6 .. 1_ CONTRACTOR TO oOOROINAIE GAS UTIJTY IMSTALLATIDN TI7M CAMPUS PHYSICAL PL.ANr PERSONNEL •
AS- TIDS
w•k`� Y - r - •
^ •
4 rat o x P;: :z •
FENCE
._. ...... :„> sea; -,;�.. y _ �+ ,-� •
.�
rIr-7D
5 ..� / 1 Y �I. \ •
I
ECM S
I
® 5'FJR1� JND '
I MARINE TECHNOLOGY BL G.� Q► 'a 111 Z
FFE 14,50 . RAMP
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ARCA
DIN
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CONSTRUCTION NOTES �l
m
All MCA
SEE SIDEWALK NOTE, ANsPECs+rAnows : V
r m I l MCA COARSTT1VC710N NIEMI$ AND MI •
M INSTALL W NOE CONCRETE SDEWALK :
INSTALL 6' TIDE CONCRETE SIDEWALK
CONC
n
® INSTALL NY WSW CONCRETE SIDEWALK
® INSTALL 1W LADE CONCRETE S"WALK
•
•
® IN57ALL 12' WE CONCRETE SIDEWALK
:
® NSTALL GRASSPAVEDAl- SEE DETAIL 5,Id
•
•
INSTALL 1 Q�-HEAVY DUTY OONCRETE SIDEWALK
:
®(10
® INSTALL 20` WIDE HEAVY DUTY CONCRETE SIDEWALK
:
® INSTALL CONCRETE H,C, RAMP; SEE DETAIL SHEET C-&I
:
•
•
•
•
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•
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•
0
•
•
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IN
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0 Hd,
PARKING DATA
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0 W ° u
PARLOIG REQUIRED : 1 SPACE PER SW 90 FT PLUS
•
N Hi
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SHADING LEGEND
I SPACE PER OFFICE
;
- COMM CONCRETE
1IIYdLAR SPATES N.C_ •�A1E9
HEALTH SCNEIICE GO S
MARTECH 22 1
• ♦A
2 Z
� z
f�F
EOSTNG SULDING
4ARICULTURE _- 1 -
70T.�— A 5 � / \
• A,
z 0 w
0 U 2
u
- Ndl LIGIIF DUTY CONCRETE/ CONCRETE SIDETWLMS
EXISTING PARKING REQUIRED: 96 SPACES
EXISTING PAICND REMOVED: 100 SPACES
W
R u H L
® �`Y Y.��� Irv-✓ f���
t
PARKING NEEDED: 101)-Wi25.136 r ��
PARIOLG FRONDED: d • 0 ADOI110NAL
•
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Co•
L 31
-NEW HEAVY DUTY CONCRETE SIDEWALKS ,
HANDICAP SPACES)
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Q AH
✓�
T .
����J✓ +�J'+✓
- LYlfi OF GOW7RUCIIDN
T ®
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- STANDARD CLRIBMD
:
'
®GRAPHIC
- FLUSH CURBING
SCALE
NA :
'
- ASPHALT PA•Ell PATCH
• N
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: G �-2
- GRASSPAVED AREAS
I �.: m'FL
•
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SITE PLAN - PHASE I]
• TOTAL

N
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r
0
4
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4,
WAYNE WEST BLDG. PARKING
MARINE TECHNOLOGY BLDG. PARKING
f
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Ei
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'Y BLDG.
1
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r. r
9' E' 8' S' g' g' 9'
. _.%�i
fumm
1 M•eI . 90 n -
WAYNE WEST BLDG. H. C. PARKING
SHADING LEGEND
- CKSTNG CONCRETE MVEMDR
- DGSTNG BULOID
- NEW 00NCRETE / UDNCRETE
. - LIMITS OF CONSTRUCTION
® - STANOMD CURBED
- FLUSH CURSING
HANKS STREET ASPHALT PAVEMENT
- ASPHALT PAVDENT PATCH
- LIGNNT DUTY ASPHALT
_ HEWf DUTY ASPHALT
SHEET NOTES
1. ALL DENOU110N. ANp ANY SUBSTOLIEIIT Hy(IISTRUCTICN, SHILL BE PERFORMED N ACCORDANCE WITH
THESE PLAINS AND SPELI7CA110N5 APPROVED IY THE LOCAL ODVEIININO AUTHORITY,
2. ALL OEMOLETON AND SUISO ENNT 0ONSTRUC110N TO TIE IN ACCORDANCE WITH PERMITS 19911EL AND
APPLICABLE STATE, COUNTY. AND LOCAL COOES
3. THE OONTRACTOR SMALL OBTAIN AND PAY FOR ALL INSPECTIONS. CERTIICATDMI6 EQUIPMENT. ETC,
THAT MAY BE RECTUM.
4. F DEPARTIIES FROM THE SPECIFrAlIONS OR DRAEINOS ARE DEEMED NECESSARY BY THE CONTRACTOR.
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF OVAL BE SUBMITTED TO THE OILER FOR REVIEW.
NO DEPMAM FROM THE CONTRACT DDCUMDITS SHALL It MADE NIRIOUT 1IE I ITTDN PERMISSION OF
TE OWNER.
a EXISTING IMPROVEMENTS DAMAGED OR DESTROYED OIJRIID CONSTRUCTION SHALL BE AEPL.AM OR
RESTORED TO THEIR ORIGUL MOTION. AND TO THE SATISFACTION OF THE OWNER OF THE NPROVE}EINTS,
L CONTRACTOR SHALL REFER TO ARCHITECTURAL FLANS FOR DETAILS OF BUICNGS AND BUILDING
DIENSIONS
7. ENOIEOL A O/OR OWMER MICLAIM MY TOME N THE CONSTRUCTION MEANS AND/Olt METHODS • SEAL
ASSOCAIED PITH 111E PROJECT AS SET FORTH N THESE PLANS, _ I66M
A CONTRACTOR SHALL MAINTAIN AN 'AS IULT' SIT OF DRAWINGS TO RECORD THE ACTUAL IACArm OF • ,qq,,
ALL PINING PRIOR TO CONCEALMENT. DRANIMDS SHALL IE 43YE N TO THE OEM UPOM COMPLETION OF THE Ir'"•N;ryl l N�',�
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO INE ENGINEER. • • •��"r�i3 T,%
9. THE CoNTRAOTCIt IS NESPONLSDLE FOR FIELD WEPIFMN6 THE ACTUAL AID E%ACT LOCATION, sm AID +
MATERIAL COMPLNTION OF ANY DGSING WATER OR SEVER SERVICE PROPOSED FOR CONBECAON OR USE •
ON THIS PRO,EOT'. THE VALDCATK;NI OF ANY UIIXTN SUM ES ROMID 10 COMPLETE ANY PORIM OF
THESE CONSTRUCTION PLANS SHALL BE THE Y OF THE CONTRACTOR.
10, THE OONTRACTOR MUST, AT ALL TINES, I� THE PREMISES FREE FROM 4CCUHIJLATOMS OF WASTE •
MATERIALS OR RUBBISH CAUSED BY HIM. HIS EMPLOYEES. OR HIS WORK. ALL. OEDR19 SHILL IE REMOVER
FROM THE SIZE ON A DALY BASIS.}
• U
II. FINAL ACCEPTANCE OF WORK BY THE LOCAL SOYERNING AUTHORITY SHALL NOT BE MADE urn ALL
WORK $NOUN ON THE APPROVED PLAN IS C OWPLETED. �1yi
IL CMTRACIM SHALL CALL 'NORTH CAROLNA ONE CALL! AT LEAST 46 HOURS PRIOR M BEGINNING
CLNSTRIX110M OR EXCAVATION ON SITE TO HAVE DOSING UTILITIES LACANI, COW7MIGR TO CONTACT • w
AMY LOCAL VILMES THAT PROVIDE THEN OWN I DEPDODNT LOCATCR SERVICE, CONTRACTOR SHALL • _
IrEdAIELT REPORT ANY DISCREPANCIES TO 111E ENgNQR. : W fE!rX
13, ANY MOCAVATION MUST SE FILLED N AND TAMPED AT THE CONKT.MSIOM OF EACH WORK PERIOD, AND + & ! {
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. : f
SIGNAGE, STRIPING, AND MARKING NOTES z
1. ALL SWAM 90AL CQMFOR M TO STALE GOT STADARDS. 1APNAGE SHALL BE NSTALLFD III • OZ
CONTRACTOR
2. ALL LOT SIRTPIIO AND ONECTDMAL ARROWS SHALL BE IRIIE RDlECTVE PANT AND SMALL CONFORM • 'S I(
TO STATE DOT STANDARDS AND SPECPIC*11O LS, a 0
•
3. HANDICAP SIMMS SHOW N THESE PLANS ARE FOR LOCA110N AND INFORMATIONAL PURPOSES ONLY.
SEE DETAIL SHEET FOR ACTUAL CONSTIUUCTDN REAMS. MERHODA AND MARKNOS. •
•
4. ALL TRAFFIC CONTROL DEUCES, PAVEMENT MA I(NK SIGNS, AND SIOIAS SHALL BE DESIGNED, •
NSTALLM AND MAINTAINED N COWORMANCE WITH THE STANDARDS SET FORTH N THE MANUAL ON
UNIFORM TRAFFIC CGMTROL OEVNCES. •
•
CONCRETE AND SIDEWALK NOTES :
•
1. CONTRACTOR SMALL IEFDENCE 'WE MOYIECMAL PLANS IN DIHEN SIONN3, JMTS AND PLAY • IY
AS CIFICAI M PLAN � 7RMTM ,DINTS N LIAUNWAYS EVERY 10' (MAXMW). OR AS INDICATED N : w
• o
2. CCNCREN PADI AND WALKWAYS: UNLESS CTBTIIMSE NOTED, ARE 3000 PST, OF 4- THICKNESS WITH •
12'•IY w1.9 • w1.9 WELDED TIRE FABRIC THROUGHOUT.
w
• D.
3. DUMPSIER PAD SHALL M: 3000 PSI (m DAYS STRINGTH), 6' TMICpNEBL M1H 6' ■ 6" Wk0 K WN.D •
MELDED WIRE FAMC THROUGHOUT. P�
4, OEM AND SPECIFICATIONS OF CONCRETE PAD FOR PROPANE TANKS TO BE MVM S,Y n= : o O
sFRurx aF NnwWH c.•rn r. rY • O \
CONSTRUCTION NOTES ! w o
1, SLOPE OF ASPHALT AT HADICAPPFD PAWN SPACES AND ACCESS AMU SHALL NOT DKCEED 1/4-
PER FOOT. •
ACCESSIBILITY NOTES :
L ALL REOURED COTS ILL NEED TO BE TREATED AS AN ACCEIMI DURANCE AS PER SECTION S.L1,2 : O m
VOL. I-C A* THESE DOTS MUST MEET ALL REQUIKDENTS Or YCL. I-C. • Z }
2. STANDARD R7-90 RESEIM PARKED AND MANN M PENALTY *= NODS W-S7.6 SIM MUST BE • w C4 Y Z
INSTALLED N FRONT OF THE HANIXAPPED PARKING SPACES. VAN AOISBLE SOKS) MUTT IE W We y Z
PROWDED M "ANT OF VAN •!YY� E SPACES. • O w r q
O
GAS NOTES a�
1. CONTACTOR TO COOROMATE GAS NIT ITV INSTALLATION WITH CAMPUS PHYSICAL PLANT PERSONNEL. •
•
:
CONSTRUCTION NOTES
SEE SDEWALX NOTES FOR SPECIFICATHM •
AND CONSTRUCTION MEANS AND METHODS •
m CONSTRUCT S' WIDE CONCRETE WALK :
IN CONSTRUCT 6' WIDE CONCRETE WALK •
CONCRETE DkMPSIS PAD,, SEE OCTAL &IC :
® ILI
INSTALL STEPS; SEE ARCS. _j Z
IHSTALL IS' TID 6' HODWRE'TE SIDEWALK TRANSITION. • A 0 C
® INSTALL 10' WIDE ODNCREIE SIDEWALK ; z
® INSTALL HE TIDE CONCRETE SDEMWX ; O
® INSTALL IV AIDE CONCRETE SIDEWALK
® INSTALL CONC. SIDEWALK TO MATCH EXISTING
® CONCRETE SLAB; SEE STRUCTIRAL OCTAL 2 ON SHEET S-B : `r U
M 24' CONCRETE CURB AM GUTTER,, SEE OCTAL SHEET C-5.1 • [ O
® FLUSH CURB AND CUTTER • fff y
E INSTALL CONCRETE H.C. RAMP. SEE OCTAL SHEET C-S.I : Z Z z
® INSTALL H.C. RAMPI SEE ARCH. Z W
® TRANSITION TO FLUSH CURB • (E/
® TURN DORM SIDEWALK TEE DETAIL .9.IR EL
® INSTALL 24' VALLEY GUTIM SEE DETAIL 5AS •
® MATCH STYLE AND WIDTH OF CURBNG; CONSTRCCT CURBING
INSTALL LIGHT DUTY PAVEMENT. SEE DETAIL S.IH •
® INSTALL HEAVY DUTY PAVEMENT, SEE DETAIL 3.11
E ASPHALT PAVEMENT REPAE� SEE DETAIL *.IA • �.J U
® INSTALL CONG PAVEMENT •
•
® BANKS STREET ASPHALT PAVEMENT REPAIR; SEE OCTAL SAY I�
INSTALL VAN ACCESSIBLE H.C. SIGN; SEE DETAIL &ID • aaE
INSTALL H.C. SIGHT, SEE DETAL 6.1D • _�
NOT USED :
INSTALL CONCRETE BOLLARDS W Q O
INSTALL 'VAN/CAR POOL PREFERRED PARKING' SIGN; SEE OCTAL 3AM • } - Q
® INSTALL CONCRETE WAEELSTOPS, SEE OCTAL SLIP •
•
® PANT 4' EDGE STRIPING •
® PAINT 4' WIDE STRIPING AT 4W APERE :
INSTALL CHAIN LINK FENCE • •
REFER TO DUMPSTE7R PAD DETAIL CS,1C : �1
® INSTALL ONE S LOOP IN -GROUND MTD. WAVE -TYPE BICYCLE RACK •
42' HIGH •
E MECHANICAL YARD, SEE ARCITECTURAL FOR DETAIL
•
•
•
•
•
•
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GRAPHIC SCAEE •
•
•
REPAIR r • • N w : CID
: O
•
IIW�90 B. • �
GEOMETRY PLAN • TOTAL • �
J
n

v 1 f J SHEET NOTES
r, ;:� /...... .._ .. _......... ..........._.-.._- W +,rirg rr „. ! •
TEL r
1, ALL DEMOLITION. AND ANY sueEaENr mismucnGI�c SHALL BE r+�FONaMEo IN ACCORDANCE wM
1 +.•
f nlaal THEE RAINS AND SPECIFICATIONS APPROVECAL D BY THE LOOOVERNN6 AUTHORITY,
I -- Pp OCO COP Z ALL DEMOLITION Ally SLNEOUDIT CON511WC11pN TO E N AOOOROMfE A01H PUM15 ISSUED AND •
1 '!,^,( EOP APPLICABLE STATE. cOuNTY, AND LOCAL CODES.
THE CWTRAOI R SHALL MAN AMD PAY FOR ALL
OP s NSPEC71oNeO, CEIIEf1C+L1ICN3 EgRry1DNT, ETC • -
...._.. - w W 24 OFFSITE MAY
�. '
` W� rn ''rr 'I' ,ulrr OON7RACTON,
REOIIIRED.
• m r + 'RCP 0 EUP 4 F DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED N I)M ARY SY THE •
--..-._-- .. • w� +rr rra+n DE
! TALS OF SUCH DEPARTURES AND REASONS TiIFIEW SHALL RE SUBMITTED TO THE OMER FOR KWW.
EDP NO D•
W DEPARTURES FROM 1HE OONTRAOT DOCUMESH NTS ALL BE MADE MIHOUT THE NIRTEN PEAIISSION OF •
WH THE DMEA1. •
i — •
RI BENCH 20
35' I 5. Oft-FNG 6ilPROYEIE11T5 DIWAOED OR DESTROYED DNRMNG COWTMXTIOII SNNl RE REPLACED OR
/ Ex. DI w_ _-w M. TO THEIR ORIGINAL oONDRTHON. AND TO THE SATSTACIICM Di THE 1TNlER OF THE IPROVEMENiS,
INV. F6.44'
MH p * TEL : tN
~ 6 Pvc WV r w e1T 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLAITS FOR DETAILS OF BUILDINGS AND OURARIO
MH
RIM : 23r66' _ W ~ `
BENCH -k 16.57' _' ONE 7. ENGINEER AND/OR OWNER DISCLAM ANY ROLE N 1LE CONSTRUCTION MEANS AND/OR Mrmm •
INV- 16.16' / 1 /wv w„ ASSOCIATED WITH THE PROJECT AS SET FORTH N THESE PLANS, - 166l4 °
•
• ` & CONTRACTOR SHALL BANTAM AN 'AS BULr SET OF DRATMIG$ TO RECORD THE ACTUAL LOCATION OF : D _. wm
f - _ .: w M ALL PRND PRIOR TO DDIIC ..WIT. ORAVNGS SMALL E GIVEN TO THE OMNER UPON COMPLETION OF THE • '''�„�VI'• `•�„
- 1 Ss--
` PROJECT VAIN A CDPT OF IHE TIWNSITTAL TITTER (FOR NEWER) KEEPING) TO THE EmGNW, • .3/.Mr3
THE CONTRACTOR IS RtlPCHONI,E FOR FIELD VEIKYNa THE ACTUAL AND EXACT LOCATION. SIZE AND •
SIGN MATERIAL ODMPOO11pN OF ANY OUTING WATER OR BEARER SEBATACE PROPOSED FOR CONNECTION OR UK �
\3 1 I
a ,
A �� .'�--.... _..'._. ON THIS PROJECT. THE RELOCATION OF ANY UTILITY 29AV10F5 NIEQlIAE6 1O COMPLETE ANY POI110N OF
THEE COgTRUCTION PLANS SMALL E THE RESPON9RLITY OF WE CONTRACWR. �
•
1 / y 10. TIE CONTRACTOR wMr. AT ALL TIES• KEEP Tam$ HE PFREE FROM AWTE UMULATKM OF WAS •
3. D!MC '' - MATERIALS OIE RUBBISH CAUSED BY HHM, HIS DMPLO"m OR IRS IYORK. ALL OEM SNARL E oDwy O .•a.r. et'
I ��D23 A Y
AL722
r . _ ® ® A TEt ' FROM THE SITE OM OAL OARS.
® +I
I f j y;, {•a-Il,uulllll¢'-nl;. :..I' illiIIIIIF` CU4B I - W FINAL A91 ON HE OF APPROVED
BY L THE LOCAL OOVEIIAIIG NIBIORIIY SHALL NOT E MADE UNITE ALL k
i"-: FlR$ EiYD 1 WORK $HHOIN ON THE IIPPROMFD PLAN IS COMPLETED.
4.,/ IL CONTRACTOR SHALL CALL 'NORTH CAROLINA ONE CAW AT LEAST 48 HOURS PRIOR TO BEGINNING �F it
f 1 CONSWAX ON OR DrAVATLON ON STE TO HAVE EIOOTMiG WIINS LOCAED. CONTRACTOR TO CONTACT • w A
1 = 1 ANY LOCAL UNIM THAT PROVIDE TIER ON wOO DDFNT LOCATOR SERVICE. CONTRACTOR SHALL • !
TEL RRIEDIA1ELY REPORT ANY OSMIPANLTES 10 THE DKI EER.
w III
RIIA . 2o.6a' f r 1 -ti p{STURBA C� _ SSINH A m II sP IS ANY EXCAVATION MUST E RILED N AND TAMPED At 1HE CONCLUSION OF EACH WORN PERIOD. AND
1.1 ii 1!':'ni .'A- i;f d ,• I. ! S
BENCH 1a.Oz' a - ._ I ¢ tINLITS d ® I I EQIIPIENr AM sARPLIEs RERRIIED ib THE cOISTRLICtION STAGING AREA, Ala III
Co. �.. _-... iT !Bn�l.ulmm'�Irll lar.aa'anI-II
ENV. ISS3'FXIuIM1 1 l:Id.nllV,r.:1.,uflkL' / _ •
? 1 � � urlurlr NOTES Z � �F
It, - S 1 H 2 NC •, - © SSMH 6 0 SSMia 6 ® r #6 V APPROX. LOCATION I f � � N71� M I. UNIDEROROLND UTILITIES SHOWN ON TM PLAN SHALL E NSTALLm PRIOR TO ANY OONSIRUC110N OF
OHE ` .L) SEE SHEET C3.3 FOR RUNE RI1H 6 PROFILE ® MH 4 ® ® :. - I -- - __-- OF TELECOM i i = AREA; %! CIR B AND GUTTER, CR CO OMM WALNR9 PADS. UTU1E5 1RRCH CANNOT BE • �'{
1 _ - CONDUITS E INSTALLED PRIOR TO OONSSIJCROI OF BTE NPRIDAD"18 SMA1 E PwA m WTH COIDIAT$ MERE TEY • 0
. • WO pp r.:P.. ).. ..JN....�.. -••• • _ (TOP ELEU15.30) _ CROSS SUOR I PROVEIEIIIS FOR INSTALLATION WU SUCH MVOOVIE 4MM ARE N PLACE. � ZO �]'I
n
�1 TEL
3
/ _ 6:- an IDUTSi16 ikDO. - • •••»•• _ TION. LALATIOM TAKEN FROM FAX 9EIk
J _
li.l Ill,.il�ll igll ill pp
- �...54 ..• •....... ..® / ', 2. WATERLINE LOCATION STREET •IT; AIRILT
BY $1ROUD ENQIEERRIQ OONIRACIOR TO FIELD 1B1IF'F lJ1CAl10N.
wM z'iTA SHALL COORDINATE UTILITYRVI UTILITY SERVICES VAIN THE BUILDINGMECHAMCAL PLANS,
m 1
y... s CON ACTDIF
/ - 4. CONTRACTOR SHALL E RESPONSIBLE FOR INSTALLM SERVICES TO WITHIN 5 FEET OF THE BULONO •
WMECIION POINT OR AS NOTFA N TE PLANS,
TRAFFIC OONTROL$ FOR ANY unuw um WT IN THE PUBLIC RIGHT —OF —SAY SHALL BE IN COMPLIANCE NTH
WAYN ST BLDG.
N r _ ' / / - I E «00FFE 22.0 i ® ®moo' mi m r - STANDARDS OF TE MANUAL ON UNIFORM TRAFFIC CONTROL DEVM (wTCD),
w_ - w !r'I I -�. ':'. utll ilil', J # v AD28 f _ & A L1CJ:NSED uTLITY CONTRACTOR MUST PERFORM ALL DIMITY MIRK INVOLVED IN CONSTRUCTN T#S PROJECT
/ FI ® 2,t',Bi:�_ wry r CONC L'NZJJ • Z
/ WV OPTICS - $.Bali ...is.•, 11LAlAI! PAO r - • 3
® Y _ 7. ALL OAS LINES N E LOCATED PER PYE OAANNMiB BY SAS UTILITY PROUDER. •
PQST A CONTRACTOR TO NSTALL TAPPING SLEEVE AND VALVE FOR THE CITY 10 PERFORM THE ACTUAL BORING INTO
x FENCE A.n. r r„ TTHE HE
041ID C. WATER LFE THE C!"ACTOR VLL TOM INSTALL THE REMAINING WAN= LINE FOR SEANCE TO
yJ
{D ... ... ` _ / r........ .w.. ....Ta...............a• ..i.. ._.. ................
... .x.i... - \
......
L? / - ®• ® ® -•�•• d d:,." y 7 A PROVIDE A 2' SERVICE CONDUIT TO PADING FOR TELEPHONE LIE NSTALLATIONL r�
. . .........
aw-
/ /•� - HFlLTRAT N BASIN \ MH34 - �' f M ONW4070 SHALL E RESPONSIBLE FOR NSTALLATDN OF METER BOX AND METER SETTER, METER 94ALL • � 6
3, / f'- AD49 ��n---OS---05-OS---OS---OS ^\ MFT3D•� TEL LAc I E PURCHASED FROM THE UTIITY PROVTOER BUT VILL E NSTAlm BY TIE GENERIAL CONTHGCTCII. � p �
�,, / / F
m �/ @ © Sox Etc `9 11. THE CONTRACTOR SHALL CONTACT THE LOCAL DEPARAENT OF PUBLIC UTILITY NSPECTON DIVA" AT : 1n �
O HOURS PRIOR WMS�1RUCTION ACTVIIE$ OF WhIll AND / OR SE E1F IPROVEIgRS TO • LA�.I �
AI50
LP
ERENM Of
�/ / ^ • Slsj -4 ® r ... ~ - pp TEL IAT� E MLIT INSTALLATIONS SHALL WIFOIM MS 70 THE TOOF MOREHHEAD CITY ENGINEER1W STANDARDS
1r sox
W ILL
Lp
,..®� /,. r, I ®MH31 _ ONE PP P WATER NOTES z m
DOMESTIC PHASE I: POND 13 I © TH T}COO A/C 1. WA 12' AND SMALLER, $HALL BE DUCTILE IRON PRE LEETNG THE REOUIRDENTS OF AM9-AWWA • >_
WATER / / 7 OUTLET 5 C151 �E CLASS ,TOO Olt PVC PPE MEEIMG TE REQURpenS. OF AWWA C-Oft CLAM 200, � V N Qw m�N`I,
VAULT ' w rN ®� // fr7
TEL - I I ..,.... ... I ® a0 3, WA SHALL MATERIAs:
' f CONC ` 2, ALL WATDIJIE$ SHALL HAVE MINIMUM! OF S $ :NET OF COVEN
_ � , P 542
Is r`, ;'1 TER SERMCtS FOR IM PRO.EC7 E OONSTRuCTED OF TE Fd10WNG `•' _a
I 31 1 1 P _ __. I 2 CONC
%� paE ISWING • FPRDTEC710N SEANCE DUCTILE MZON PPE t PVC C900o}
I lrn. '. e i I I 5 � . �}' E G7.1 — - r' } - .. ^ • !! If 4. BACN FLEW DEVICE FOR FIRE 0001EC71ON, DOMESTIC SERVICE. AND II IGATOI SHALL BE A DOUBLE CHECK i
_ VALVE ASSEMOLY FROM THE CHECK VALVE APPWM LIST MEETNP 10(JIL IC71011 REpuIELIpNI$ Alp •
__ i 3E / _ •� •— •� •� •� •� T �v PLACED NODE AN IRDEMOM VALT AS ID"TIED IN THESE PLAN& •
' 2' i _ �I I �� I 1 Y, _ ��° / C Ir ` c6 A FINE PArANIION BACKFLOW PREVENTER SHALL E INSTALLED N A VAULT. PER OETAL. ;
!r II AU72 f9 I f7 P ;�( RWN LIIV •
I 2 1 ,� j I ' r I' * 6G' / W _ K FENCE ! / PcRmm STORM DRAINAGE LINE, CONTRACTOR SMALL PROVIDE A MONWAM 1W
INV. / ® FiVY39 1 w 1 • aIr .........II .�.r,l�., nIImIII�F j \ 4'Mt�AL Nv. e" E., . (LENGTHr l SFWFP NOTES
71 ' �r;,,T^Numm6mmllMmRu�nr�Vhwui�_
1l i 11 Aril Irlllrl<�7'--II�--II- CONC
..r : 'M7fi�li•Llylll lllfi -M- -- � •�-
OHS �Mo-e
ETC - - _ - SS A- - SS- W5/S PP
65_
pp FXDI3
r f LP ��� iT \ tI ON
= 6.20'
RIM DROP NLET BOTTOM = -0.95'BENCH = 9.27
04V 3.92' . GRATE: 8HW NIN 4.50 W v,41*
-�
LP (t CROP kNLEN
QC, !I GRATE = 6.4' G ATE = 4.88
INV. _ 1.9, IN = 1.16'
•. JL,I II'Ih iu' 1 -"--�- .��....;�CONC
o \ ofV._ -
\ WOOD p(CKET F - 1
HONE ENCE'"--�
- ... 1' LC w- EXOUTL
Ln 21
O � t +
V T CONC 1
aovur 1
30" RCP 1
N INSTALL 6' ROOF OWN LINE AT MIN. IX SLOPE
•
{ 1
UNLESS OTHERME HIM
0
V
® INSTAL. STOW OWN SADDLE
® INSTALL PVC CUMIN PPE
�
® N$TALL CUSTOM MANHOLE
•
® INSTAL SUBMF1 sioLE PIRP N wmtDLL SEE DETAIL 3.7E
®�I wpALL STORM WATER LET SrA11O1: SEE DEAL &m
•
TIE ALL STIORY OIIANAGE LIES TO NEW MAMIKU
Y
W INSTAL 12" PVC PIPE TO OWN OF WWI ENSURE
•
POWIVE DRAINAGE NHO POND
® INSTAL 2" SCH 40
•
i
® INSTALL CONCRETE DDWAL PER Nmw Sm S!&01:
•
SEE OETAL 5AN
INSTALL FLOW 01$71EUFION DEVICE:
•
SEE DETAL 5.4J
® 16ML FLOW SPREADER; SEE DETAIL ON SHFff G-•,31
i
•
m INSTAL a' PVC SANRARY MER LIE
® INSTALL SANRARY SEWER MANHOLE
®
•
i
z
INSTALL 6' PVC SA6TARY SENER SERVICE
A ` 0 V1 >
INSTALL Bwmr ETHER CLEAMOUT
® INSTALL 4' CONCRETE MANHOLE NTH AIM EL EOTIOI 1415
•
i
W 4 N
I-
INSTALL 2' COW WATERLAW
•
•
4 4
z
® INSTALL 2 1/2' GOOD NATIMINE
•
u I-
® INSTALL r COW WATERIM
;
D a It
4 MARICULTURE
�i BLDG.r.�-� � _ 3.4�
$ FIRE HYDRANT 1 VIES SD MANHOLE VIEW
1 m s
C3.1 1 inch 30 ft. PRESIURE 12SI: STATIC a5 PSI SCALE
W INSTALL 6' CM WATERLINE
® INSTAL 2' DOMESTIC WATER METERI SEE MAIL 5,2N
�
O
� 0 U
t F
pf
Nt:
SCALE - C3,t 1 inch - 20 ft.•
Dl REM AL 46 PSI®
NSTAL 3' DOMESTIC MUTER METER SEE DUAL 5:20
® INSTALL 1' CROD VNTEALLLE
•
•
L U
= 4.62' m
STATIC 62 PSI
iR 1DRQONTAL OENp6; DECREES vPAIES
•
•
C'f W
0
- ?
's INV 4 D.21'
RESIDUAL56 POI
AND 161WE
z z
E) INSTALL 6'kb iAPPNO BLEEYE
:
` Z
UG METER
ELC Box O
r m,�liT l I,NINn�1rt' g
�MrN tx ' OPE °DMH ELEC 11
MH 0
G MH ® MH soa LP CONC O END
MH OUTLET p PIPE
m MH ® PIPE PAD INV= -1.21
Q
MH FUTURE WORK
MH AtiVIN . (NOT IN L__jC saw CONTRACT)WATM TOB
SYSTDI
PUMP UTLITIES NORTH OF MARINE TECH•
HOUSE C1,T SCALE I inch = 10 ft.
AMMO VIIWE
0 INSTALL 6' DOUBLE DETECTOR CNECN ASODSLY,
SEE DETAIL 5,2D
•
z U w
0 z
IMSTALL FIRE HYDRANT ASSEMBLY, SEE OETAL $.211
INSTAL r VALVE
•
•
M v
B •
�
•
W WI
•
•
•
L � I
oN
JJJ F
� a]
M
•
•
L 0
r "
i<'
o
GRAPHIC SCALE
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S
•
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• M M
•
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a
UTILITY PLAN - PHASE
I
• TOTAL

SHEET NOTES
1, ALL I CO"llZM9=WKft= ACCORDANCE NTH
AND A'X� V •
2. ALL DEMOLI'TION AND SUIPSOMM CONSTRUCTION 70 K IN ACCORDANCE NTH PER197S ft" AND
Epp cop APPLICABLE STATE, COUNTY. AND LOCAL COOEL
w- S. THE CONTRACTOR SMALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTOICAUNK EQUIPMENT, ETC,
THAT MAY BE REQUIREM
Eop 4 IF DEPARTURES FROM THE SPECWATIQNS OR DRANIM ARE DEFIED NECESSARY BY THE CONTRACTOR.
DETAILS OF A" DEPARTURES AND REASONS THEREOF SHALL K SUBMITTED TO THE OWNER FOR REMEW
Zop 140 DEPARTURES rmow THE CONTRACT DOCUMENTS 94ALI, BE MADE WITHOUT THE *bTflDd K1111141111ION OF •
w- Sri THE
S, DOS7W WW,8� DANAGED OR 10,0010 DURING C14� SHALL BE REPLACED OR •
-4r FEN,: I e IJS w-
RESTORED TO THEIR ORIGINAL COMOITICIM, AND TO THE SAWFACTM OF THE ORNER OF THE NPWMMNM •
44•
GI CONTRACTOR SHALL REFER 70 ARCHITECTURAL PLAINS FOR DETAILS OF PUR.0005 AND BUILDNG
ING
DIMENSIONS.
7. DMM SOLARI ANY ROLE IN THE CONSTRUCTION MEANS ANDI METHODS
TMZOI 01
ASSOCIATED PROJECT AS SET FORTH IN THERE PLANS,
& 00147WTOR 90ALL MAINTAIN AN *AS K4Lr SET OF DRANNOIS TO RECORD THE ACTUAL LOCATION OF
io
ALL PF94 PRIM TO CONCEALMENT. DRAWINGS SHALL BE GrYIN 'TO THE OWNER UPON COMPLETION (W THE
PROJECT WITH A COPY OF THE TRANSWIFFTAL, UuDI LETTER (FOR RECORD Kpwa) TO THE .......
�f six V"t I'\ 1 t THE CONTRACTOR 15 RESPOUll" FOR HELD VERlIFYING TIME ACTUAL AM D(ACT LOCATION. SIZE AM
SIGN MATERIAL COMPI OF ANY COSTM WAIN OR SEWER MOM PROPI FOR CONNECT" OR UK
PUT ANY POR110114 OF
`7- ON TOM PROJECT T94E RIELOCATION OF ANY UTILITY SERVICES REQUIRM TO CON
WICSE DONSTRUCIMIN PLANS MOLL RE THE RESP0001111111,11Y OF THE CONTRACT40C
0� 10 THE CONTRACTOR MUST, AT ALL TINES, KEEP THE PREMISES FREE FROM ACCLIMULAWNS OF WASTE •
MATERIALS OR RIAWW 0403M BY HIM, HIS DI OR HIS *W ALL DEBRIS SHALL BE REMOVED
AD22 j FROM THE SITE ON A DALY WAS,
AD23 I
11. FINAL ACCEPTANCE OF WM BY THE LOCAL GOVERNING AUTHOIM SHALL NOT K MADE UNIT. ALL
Ff
SHOWN ON WE APPROM PLAN IS COMPLETED.
CU46 fi It CONTRACTOR SMALL CALL "NORTH CAROLINA ONE CALL" AT LEAST 46 HOLM PRICK TO BECINMING • Lu
I C014SIRUCTION OR EXCAVATION ON STE TO HAW DOMM UW= LOCATED. CONTRACTOR TO CONTACT
IMMEDIATELY REPORT ANY ANCIES TO THE ENGINEER,
ANY LOCAL unum THAT PROYIDE TIMM OVIN INOCKNOENT LOCATOR SERVICE. CONTRACTOR STALL
A=
13, ANY EXCAVATION MUST K FILLED IR AND TAMPED AT THE CONCLUSION OF EACH WORIC PERJCD, AND
EQUIPMENT AND SUPPLIES REIUIRNED M THE CONSTRUCTION STAGING AREA
UTILITY NOTES z
41 1 UNDERGROUND UTILITIES SHOWN ON 143. " SMALL BE INSTALLED PRIOR TO ANY CONSTRUCTION 0 r
PAIIIiii = T&MAND QUTTEk OR CQM=TE =�EP%aITIE
MJ Qi iki�ll
IA 4.17. ..................... NITS MCH CANNOT SET IHEY
INSTALLED TION OF SITE IMPROVID"IS CONDUITS WHERE
Jr -
CROSS SUCI4 IMPROVEMIDIR FOR INSTALLATION AFTER SUCH IMPINhe"Ill AM IN RAM •Z
0
... . .... TION ON BANG STREET 15 AN APPROONATE LOCATION. C)
Z WATERLINE LOCA LOCATION TAM FROM FAX SENT 7T/ib r IA
;7 IT By STROUD mNomcERiNM CONTRACTOR To FIELD VERIFY LOCA 1ION.
7
0 0 CONTRACTOR WALL COORDINATE UTILITY SERVICES INTH THE SIL11LOING MECHANICAL PLANS.
C124
CONNECTION PONT OR AS NOTED N THE PLANS.
& TRAFI 60111ROU FOR ANY UTILITY WM "THIN THE PUKE MGMT-OF-WAY SHALL BE IN COMPLIANCE WITH
4. CONTRACTOR SMALL Ot RESPORMILE FOR INSTALLING 3UMM TO VITHIN 0 FEET OF THE BUILDING
AI)2�
c
WAYNE WEST BLDG.
STANDARDS OF THE MANUAL ON UhWM TRAFM CONTROL DEVICES (MU7CD)6
FFE 22.00 FFE 22. 0 N.
C A LICENSED UTILITY CONTRACTOR MUST PEW ALL UTILITY OW INVOLVED IN CON57RUCTM THIS. •
PROJECT.
4 cof4c C125
7. ALL GAS UW5 TO BE LOCATED PER POE DRANNOS BY GAS "M PROVIDER,
IS
POST & & CONTRACTOR 70 IMSTALL TAPPING SLEEVE AND VANE FOR THE CITY TO PERFORM '(HE ACTUAL
AD28
•
k# T-��OD �111"T DORM INTO
CFIAIN
IrritTHE EXISTING WATER LOWL THE CONTRACTOR WILL THEN INSTALL THE RINAINING U470 LINE FOR Surma To
L FENCE THE BUILOING,
rlT4�44 I
CLJ41
9. PROMOS A r SERADE CONDUIT TO BUILDING FOR TELEPHONE LINE INSTALLATION.
0
10. CONTRACTOR SHALL K RESPONISINE FOR INSTALLATION OF MIETER Oft AND METER SETTER. METER ?CALL • z
K PuRCI FROM THE UTILITY PROVIDER BUT WILL BE INSTALUD BY THE OEMERAL CONTRACTOR. D L
U) zeal $1, THE CONTRACTOR SMALL CONTACT THE LOCAL DEPARTMENT OF PUBLIC jTXTTY INSPECTION DrIASION AT 5
LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES OF WAWA AND / OR 11 r WPAK94DM TO
SCHEDULE A PRECONSTRUCTION CONFERENCE,
12, ALL U71UTY INSTALLATIONS SHALL CONFORM TO THE TOM OF MOREIHEAD CITY ENCINEENHO STANDARDS
LATEST EDITION.
00,11 -�.41431
WATER NOTES
z
AX I. WATERLINE& Ir AND SMALLER. SMALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF ANSI-AWWA i-- Co La
OUTLET 32 C161 PRESSURE CLASS 350 OR PVC PEE MEETING THE RVOIJIMEMENTS OF AWMA 0-9M. MASS 200. • 5, LAJ Z�
Lu
'ONC ---- 2. ALL WAIERIA43 SMALL HAVE A MINIMUM OF 3.5 FEET OF WI
�rj PAD LL) _j
4
I WATER SERVICES FOR THIS PROJECT SHALL BE OMTRUCTED OF THE FOLLOWS MI
'Zi 4: qDNC �rj
f DOMESTIC SERVICE PVC Coco A BRASS •
""PAD SWING FINE PROTECTION 89h4CE
PHASE It FINAL POWLL DUCTILE IRON PIPE & PVC C" •
4 BACO'LOW DEVICE FOR FOE PROTECTION. DOMESTIC SERVICE. AND INGATION SMALL BE A OMM CEO(
VALVE ASSEMBLY MOW THE alM VALVE APPROVED LIST MEETING LOCAL ANNSINCTION REOMMENTS AM •
PLACED NODE AN UNDERGROUND VAULT AS INDICATED IN TmESE PLANS.
•
5, FOE PRIVANI 9ACKFL0w PlEvEwfER SMALL BE INSTALLM IN A VAULT, PER DETAIL •
FENCE
6 WHERE WATERLINE CROSSES STIORM DRAINAGE UNE, CONTRACTOR 94ALL PWI A MINIMUM le
a17J� KTOM PIPM
•
Al SEWER NOTES
OUTLET
I. SANITARY SEVER CLE4NOUT3 LOCATED IN PAVEMENT AREAS SMALL K WAVY DUTY TRAFFIC BEARING CASTINGS,
m H 2. MAMMOLES LOCATED W PAVEMENT, CONCRETE OR OTHER WAFIFICKEO AREAS SHALL BE SET AT GRAOE
MANHOLES LOCATED IN OTHER AREAS (IL GRASS OR W)COED HAVE THEIR RIM RAISED
NOES ABOVE THE SURROUNDING GRADE. mAmNcLo IluBJECT10"pal"LILINATER WILTRA1101111 SMALL HAVE
WATER`rMT MANHOLE RINGS.
lu
& MR04M REQUIVIED SLOM FOR SEWER SE
e SEINER Soma zoo x SLOPE
5*SEV"WMM I-OOXSLOK
KV S' SEWER SERVICE MOO X SLOPE JU
4. LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR WRIOCAL CHAN= IN 1011RECTICH. MAXIMUM
SPACING KTWEEM CLEANOUTS SMALL BE 75 FEET
RAMP
METER 0 5, SEWER LINES NTH LESS THAN 3 FEET OF COWER SHALL K Cl SO Owl" ODIN PIPE. SEWER UNm NTH z
VAULTS GIRCAIM THAN 3 FEET OF COVER STALL SE AS NOTED BELOW •a
sl 4' - SCH 40 %E
61 SOH 40
rLO9 6, WR-35
F
04
... STORM NOTES
z
I. DEMOLITION, AND 51USSEQUENT CONSTRUCTION OF STORY DRAINAGE FACIUM SMALL BE PD"amEO IN SUCH •z
FOR LONGER THAN 12 HOURS AT A IM PROVISIONS SHALL K MADE TO MAINTAIN SIM WATER
A MANNER THAT THE OLD WE AND STRUCTURES ARE ft"I AM NEW 117"AM AND PIPING ARE
"I PUT INTO SMICE, CONTRACT= SMALL ENSURE THAT ST40FA DRAINAGE D= NOT REMAIN OUT OF
q SERVICE DRAINAGE DURINO CONSTRUCTION,
ELECTRICAL NOTES
1. THE CONTRACTOR TALL ATE THE LOCATION W ALL HION-VOLTAGE AND LIWW SYSTEMS ON STE
WTH MOREHICAO, CITY ELECTRICAL EN(PlEERING DEPT
GAS NOTES
O C,
1. CONTRACTOR 10 COOMOINATE GAS UTILITY INSTALLATION 01H CARPUS PI PLANT PERSONNEL
•
EX JB 30 UTILITY CONSTRUCTION KEY ! V
[P INSTALL STORM PIPE AS INDICATED •
SEE STORM TABLE FOR NnMI •
.. ..... SHADING LEGEND
p FX CH 37 EK67M STOW DRAINAGE
FE•
E A PHASE I SfORMI DRON04E •
•
PHASE 2 STORM DRAINAGE
D UNITS Or CONSTRUCTION
5--i'
IN v,•
• z
0
0 u '30"
u 4
•
F
D; • U
Z 4 b Ws
z 0
z
Z
• • cf) < I
• z 1w,
z
z
w W• r
L w
• 0
Co
21 •
•
mc
GRAPHIC SCALE gi!
• C-4
-j•
(INMIT)
30 IL
UTILITY PLAN - PHASE 11 a TOTAL 0
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• PROJECT NO. • REVISIONS • CONSULTANTS
100032 ®10/31/03 PER OWNER WrEWART ENGINEERING INC
• CHECKED BY = "
RPL
-DRAWN BY
rr a•znrno F�n•acmac s
(10

v
SHEET NOTES •
"IM_ _.,, 1, ALL DEMDIUTON, AND ANY 9UBSEd.OIT OONSTRUCTIOM. SHALL BE PERFORMED N AOCONOAMCE WITH 71ESE
PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL QOVUMG AUTHORITY.
s
L ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE N ACCORDANCE VAIN PERMITS ISSIAW AND APPU-&^E •
GOP EOP STATE. COUNTY. AND LOCAL COOM
y (� �r a :;'; •
3. THE CONIRACT0IT SHALL OBTAIN Alb PAY FOR ALL NSPEC7IONS, CERTk1CA110M15, EQt1PlElIT, ETC. THAT MAY NE • -
, REQUIRED, •
)04HO
24" RCP OFFSRE EO4. F DEPARTRES FROM THE SPECIFICATONN OR DRAWINGS ARE DEEMED NE�SARY BY TIE CONTRACTOR,OETAL6OF SUCH DEPARTURES AND REA90NIS TEAEOF STALL LE 9UB161TEU 40 1fE OMIET FOR RENEW. NO DEPARTURES
EDPFROM TIE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE VRITTDI PERMISSION OF THE ONNOLMH
35'0. E*SING I PROVEMENTS DAMAGED OR OES1ROVE0 OU*M CONSTRUCTION MALL BE RENtMFD OR RESSTORED TOREI - 2 16. BENCH - 15.83' THREE ORIOMIAL OONOITION. ANO 14 THE 9A745FACT10N GF TFE 011FEIt OF THEE IIPR4YiMEtfTS.INV. - 16.44' � ,,,,..,.. E1L d.� _ :Ir � - 6. CONTRACTOR SHALL REFER W ANdNT7C7URAL PLANS FOR OETAIS OF NUI.DN69 AND BUILDING OIMQMSIOMS. •
MH _ _ _. - I = .+ 7. ENGINEER! AND/OR OWNER D IN INESE ANY N THE CONSTRUCTION MEANS /W0/OR METHODS ASSOCIATED 1M1H
L 794b •
RIM - 23,88'
BENCH = 16.57' 1 _ THE PROJECT AS SET FpRiX
1 •M , , x C ~" ♦ -- / 0. CDNTNACIOR SHALL MANTAN AN 'AS BOLT" SET OF DRAWINGS TO 11E ACTUAL LOCATION OF ALL 4S63s '
INV. - 18.76' s 1 ._ / 7Q �+ a - PIPM PRIOR TO CONCEALIE'NT, ORAMNGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT
r ^' R WITH A COPY OF INC IRANb6TTAL LETTER (FOR NEC = KMDVC) TO IRE ENOIEEIL a
9. THE CONTRACTOR I$ RESPOmME FOR FIELD VENm YNo THE ACTUAL AND CI ACT LOCATION, SIZE AND MATERIAL : ',r~N •"!;.r.r
C 110N OF ANY EWINGTM TEN OR SEVER SERVICE AM
PORTION DOF THESE USE
CONSTRUCTIONONISPROJECT
. •
r
r - ---
- __ _
THE ,ION a- ANY UTIJ SER1N}C1EE5, REQUIRED To
THE
EE
-te- r Y.SO \ ,-_. ` 1BY N , T EMPLfTIEES. OR HIS PREMISES
ALL ACCUMULATIONS OF U47E FROM THE SITE :
-y..-.' SHALL BE THE
OR NI1BB19H CAUSED lAlST OF.BII9 SHALL •
RESPONSIBILITY OF THE CONTRACTOR
AT ALL KEEP THE PgEW5ES
DAILY BASIS.
17.50 z - '--a--_.� aw.rs Ij.
•
��C 17.60 � .� � iL� % � .,. It. FINAL ACCEPTANCE OF MIORK BY THE LOCAL OOVEibNiG AUh10RFtt SHALL NOT BE MADE UNiL ALL Vldll( 9NOVM ,
17.50 j- - i ON THE APPROVED PLAN IS COPLEX& • u t{�
j •.!.-.d' �,,;,,•,:I., ,,,:I.,,., r ":-� �i - WILED 7, j t IR CONTRACTOR SHALL CALL 'NORTH CARA.NA ONE CALL' AT LEAST 40 HOURS PRIOR M SEGINUM CONSTRUCTIONCONS F
_ '+ a M9.47 ... OR EXCAVATION ON SITE TO HAVE EMSTING UTILITIES LOCATED,
THAT PROVIDE THEIR ON INDEPENDENT LOCATOR SERVICE. CMMA GR SHALL IMMEDIATELY REPORT ANY
UTILITIESIOR TO CONTACT AKY LOCAL
LL �. tt _ - j i k - tal DISCREPANCIES 70 THE ENGINEER, • - ■ !.N
F ' _ i is .. - 1 I ... rK•. I& ANY EXCAVATION MUST SE FILLED N AND TAMPED AT THE CONCLUSION OF EACH MIOIK I•[NIDD, AND EQUIPMENT • ;`
AND SUPPLIES RETURNED TO THE CONSTRICTION STAGTIG AWA
n
027
RM 20.84• _ r -f 4.. , t1 cY„dgAlunula!i>F ?' �.,a:. - - - f µ,! r j
4 r 3'rk)*'u•+
,i!d;I,TI' ,9. • _ I _ NQTE •
BENCH = 16.02' - `"�`-'- - - ,' LOAM i+" I GENERAL GRADING S I ,t
INV. 7553 - .' r ~. ~. /. n tf.Ol i L ALL DIIJENSIONS AND GRADES 9HDMN ON THE PILAUS SHALL BE FIELD VERIFIED BY 11E OONiRACMR PRIOR t0 • Z
r .: CONC oar , yI"n' - 1 'y, - _ _ X ,a^rrryrlEma::i j r - CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER F ANY DISCREPANCIES EXIST PRIOR TO PROCEEOW 11M •
C 11,E 11,[I1 „'. - ` t .L, ..
'."":.' - VJ D .tl.•O - _ LOCATION = COIMSTRIICTIOM NE PION OR DIENWOMS OR GRADES INCORRECTLY THESE PLANS IF SUCH J
APPROX.
��." - OCDND TOM - HAS Y CONTRACTOR FOR ANY 110 GIVEN.
TD Y ON
M WE
...........a GRAIN v' - - - ,:o�«,.,, _ (TOP ELE 15 } _ • r HIT
NOTIFICATION DIME
I '�t,iD TO CONDUITS 3D _ O 1
.. ......... .� ..• = 2. WHEN HAND PLANING MULCH (HAY OR STRAIN) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WHAM 24 • U A i it
t,74 ......
.' . • •r • J y„"'"" "•. a _ HOURS OF SEEDNG • • li
•
� j t 7 -� � %L�: ;� 3, DURING UMSIMTABLI CROIMN' SEASONS, WLR,TI WILL BE USED AS A 7[FIPORART COVER d1 SLOPES THAT ARE • J y
0.
4411 OR STEEPER, MULCH VILL BE ANCHORED.
4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE NINSTALLEO AND INSPECTED PRIOR TO ANY GRADING OM 861E • Ix LJ
.y:' • /J _ ` ) ,. KEAN CALL FOR AN INSPECTION. • N �
TLf* 4. ? tMTr E& unrYyn a CONrF?.,, cRze t . _ ZO
.V. . s~ - S, SEdN1ENT/EROBCNI DEVICES MUST BE CFIECIdD AFTER EACH SFORY EVENT. EACH dtMCf IS 10 BE MAINTAINED
'21-00` Y'a k i lam ___ rAG)N - OR REPLACED F SEDIMENT A LSALATON HAS REACHED ONE HALF THE CAPACITY OF THE DE1Mi, • V
IL.o t1, y 7.2S I. , S -tii - - ,--,D` 6 T A PA ROW • ZZ Z Z 0: BERI.r., / j ".. 1N<c4W6 N;_�.i. `.,y, P ex. C 6 rr : Q W
9P0 ELEV T10N9 SHOWN ARE Wlg1pNT CROtAb OR GU77Q LIE. UNLESS O1HIEkWISE VOTED W
� ` p,< _ 7. CONTRACTOR SHALL OBTAIN A COPY OF THE REPORT OF SUBSURFACE NVESTICATION F AYAILABE AND FOLLOW • pp
OMICS `* ;+ ). �¢. mom � _ I � �'Wq�'r�'.IM7WYf+,,PA[i y �` ,« _ � THE RECOIIEHDAIOW FOR GRADING AND COMPACTION. ( } � W Q Z O
POST CONSTRUCTION
_ ya,�
d / „.. • a
�..r, GRADING CONTRACT R 1 W ERWMSE NOTED. ALL EROSION CONTROL DEVICES ME THE Ii�ONgIBIJT'( OF THE : yW� IW�1
t • 6 PVC k; U FENCE..- ,, • 6. a
I- .... a... .......w ......... a .............•.. $... } ...• .........................- -- 0 T BE ON FLb T TE JOB SITE.
WW
d
••••••• Y...., a • •K ••••••r••••••� _ A COPY OF THE APPROVED EROSION COTIRCL PLAN MUST a D: K d'
A
75
INflLTRA N BASIN / - AD 48 / __-_ .__. - _�_.__ ^"` y , in"��+ $ a - • z O H'I
17' I i GOMPACTIONNOTE Z \_
1. COMPACTION OF THE SOL UNDER PAVED AREAS AND NUILONG AND THE MAINTENANCE OF PROPER MOSIURIE • - \ \ Z
17.7Sx. CONTENT SHALL BE $O AS TO AT/ME' YE SIB% OF THE STANDARD PROCTOR MAUERUM MY DENSITY, : > O o N O
2. WHERE UTILITIES TO BE REMOVED} (FACT THE DFOOTPRNT OF THE NEW BIRJF� CONTRACTOR SNAIL EXCAVATE •
€ x`- - .. j AND REMOVE AN 71O M 2 FEET OF SOILS 70 1IE7t MOE OF AMID BELOW TO REMOVE Lmml 1TLd •
- :r y, �aOS'.. ~- 90LL CLEAN SOILS SHALL SE UTILIZED FOR BAWILL COMPACTIONOFTIESf 90LS SHALL BE PERFORM N •
l AOOONDANCE tMM SPECiIGVTEOIS AND SITE PLAN,
\ /CID
" EROSION CONTROL CONSTRUCTION SEQUENCE r
-- -, - - 1. OBTAIN PLAN AL APPLICABLE APPROVAL AND on+ER PEW.TS.
.M,Lu
�1SI f [ I .` ~3 LDMF / 2, FLAG WORK LIMITS AND NAM TREES M BE SAVED, F ANY; IN PROTECTION : aQ
e x
._..._._.__.... I - MEETING WITH IL9PEC10R ON SITE, i LEAST DI'E 1tEFNC POOR TO THE START OF ANY ��. `� � � �' 3. HOLD P�-caNsraucnaN A � � � s3
_._. I INY i. PAD
I r - LAND DISTTRBNO ACTIVITY,
I6.00 4. INSTALL CONSTAUC110N ENIRAVCES. TREE PROTECTION FENICE AND SILT TOM OTHER TEMPORARY E�EOSION •
r Iuuuulllll' NT •
e �t COFIROL DEVICES AS REQUIRED.
ST ING / t k I°♦ / •
S. INSTALL PINE-IAEANENT BASIN AND INFIL1RAl10N BASIN. •
6, N9PEIC1ION BY INSPECTOR.
Abi
Z r i , _ I d05 ' r,,•.......Z C N�JJNH FENCE sit 7. PERFORM STE CRACK AND INSTALL WO110NAL EROSION CONTROL MATERIAL AS NEEDED, •
a )rt r `11 ^' CI4 4hi38 ALL •
' -`w" I IV '� � \®� INY. - - _ � DISTMiBEO AREAS THAT WILL � IDLE FOR t4 GAYS OR LONGER.
•
r _ .•_. `
(LEN � `�,�.. S. PROVOf TEMPORARY SEWING ON •
IHIN-
... • 18
SEIL4tI1 TER PERMANENT CRASS SHALL EE N9TAl1FD FOR ALL AREAS AT FINAL GRADE Alb N FER1rI�. VIA •
_ 6. - �:: _ j I f AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN VIGOROUS STAND OF GRASS, •
. i. a' ,• r „ 4 ADi it I s q; NS S'S R - H BLOCIN' x �Y k Y �` q l ` ' ! _,j' {,''� 10. INSTALL STORY ORAINA.TE SYSTEM AND INLET SEDIMENT TRAPS,
ICsI BB INY.'- E t ,`*�•-.„1. 11. INSPECTION BY NSPECTOR,
1._ I INV. ro - t � 8" _ RDP t`k 12. COMPLETE CONSTRUUCRON AND FINAL GRADING.
•
A.7 BRICK.CT...
z ' •. • _ i
CONIC ' i iu
1 D"METAL - P✓L, ! DBOX . § / •. •
iR;3uL1 PAD 1 7.4 /j)f MH �� INv / NAND RESEED AS REQUITED TO ESTABISHH 1u10 MINT MGOROU9 AD OF MASS. 3, PERMANENT GRASS SIALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN IrVSON, FERIRJZE VM1ER • �(�
rf MARINE
E A r+ + J tJ1_.,�- - - RIM - 10.91' --OS� t1.1 ,•f: lALARM.[• �+�
=� IXEU"UR I� � L�V 1 BLDG.'
IL71.• , I .. _ - ,.,,,'"„' - '�".;�^'^"r$$,sq'.�f! - - BENCH 7.38' �� -` / - - - U14, AFTER OOMFIE110N OF CONSTRUCTION AND THE SITE IS STABILIZED, (A) REDO ALL ACCUMULATED SEDIMENT • �'j Z
ORIGINS OF / - INV. 7.09 �- _ 1, S P ,� POST ' FROM PRE-TREATMETNT DETENTION BASINS AND DISPOSE OF ACCORDINGLY, (B) RDK JE ALL TEMPORARY EROSION
CONTROL MEASURES. SMOOTH AREAS, APPLY MPROPMAIE GRASS AND (S APPROVAL BY 61SAMIGIR. •
." METAL - -'• •wv ,A `s I 1 NOT a �� ^ RAMP CO - . _ i • Z
d M4IT0 I I I DI EROSION CONTROL NOTES: i O O
EW O
..... ,. a S FOR 1R" F DRAIN P - _ • Of
-1 sP NJ
IS
AOPOFRKIH OF E f l _ Of
1. FIELD W99MIDOW MAY REQUIRE A001710NAL SEDIMI NTATION AND EROSION COMIRM MEASURES AS: DEEMED
ter' • �: - i - BLDG. 208 WAYNE 1 _ PARKING _ ; JJ _ . ... •
.. ' BLOCK L RAMP & PARKING 1 fly y
\ <; I '° ... L:' - ' Y ♦♦ iC rp, LQf-DING COCK WEST. 4 ! �. - - EOP - ON THE PLW 15 A VIOLAIM)N OF THE STAIE/HMUNTY EROdOM CONTROL
O
• L` ° ay + OUTLET ♦ T r r I - \ D4 ORDINANCE ERD 11USACBEYOND �T TO Fa LIMITS �N
=1 _
.. tV--_W .. MHT6 r?. R.l N� ?p . F C •
,.I y-
,•��a..^M,�, .._ . .....� 1 _ E f _ _ - Mac' NT SHALL BE ALA011a ro RUN OFF SIM F MOU NT I5 TLACIE,D OFF SITE. IT MIDST BE CLEANED ; z
>, 7.t 1 � ` O � I
S , ln
-:I •a. e,. _ ,.AD - t sr« \.tS - J Ci ♦.._ �ra. LVI $ __' .� 6� -
- p,, ♦ _ t ) - - 4, MEN NAM PLANIIIO. MULCH (HAY OR STRAND SHOULD SE UNIFODLY SPREAD OVER SEEDED AREA WIN N 24
_I i4.6D ,Fa tVp �- c , a ♦ I TEL_ V •`r _ -✓ .
F ° - - ; V.1S ) -r, 111 �y� _ "OURS OF SEEDING.
MFi a•,••• �' S ; / / S. SERCSIpN TION TO �SEDI ENT T YOUR EDEVICES MUST 8E INSTALLED AND NEPEC70 W41 H ENOUGH LEAD TIME FOR AN • 4%)
.. -� .. _� i s°' ',e• 14 `9"T PROKEN \ • O
- �•S„ ° . - .$ - - - F•- CONCRETE AND I I 'I �.�._-.. -_ - ,� f • �` /Y� 8. CONTRACTOR 70 REMOVE ALL CONCRETE PADS. FOUNDATIONS AND UNDERGROUND STR OCTURSS. SEE SURVEY FOR • ■ ` Vl
+,••.«. LE HG �' ASP (AL 7 AREA - ! r �' �` sa, 1 ? 917E FEATURES, V z L j
=.y ` i ( d - �- s of MAINTENANCE NOTES • r� n
sf' a _ f •:.IHI �,.- A':, a - s ILL i )) 1, _ gLK„� m 1. CONSIRUC710M AND MAINTENANCE OF ALL ERQ'uCN CMIF40L DEUCES OWL CONFORM TO THE STANDARDS SET : � O W
' 0 ♦ _ - 7B FORTH N THE NORTH CAROLNA DEPARTMENT OF ENVIRONMENTAL HEALTH AND NATURAL RESOURCES LAND QUALITY • � � �j
SECTION EROSION AND SEDIMENT CONTROL PLANINO LAND KO M MANUAL � O
\ - \ ...... ........ i .. wtsOO Few, ,� i - :3 J • c , 9 _.._ ._J ._ ' ,, p,` ,/ .�nr ` a' ?J OW OWNER IRES 0 IB E ANCE OF PERMREWON510LE FOR MAINTENANCE ANENT NT EROSION CONTROL EROSION I METHODS AIM COM IWCT*4 is : ��// Q S
- ) /EROSION CONIROL DEMO MUST BE CHECKED AM EACH 6TICIRM EVENT. EACH DEVICE IS TO BE • NL
S OOMFILEIE F ANY PERMANENT METHODS AM REOIIIED. •
HW18 F�(J838 r, ._... f.. .... a' ti .3, SEDIENT
_. MAODIIIGNAL DEUCES MUST BE NSTAILEDIF T ACCUMULATION HAS REACHED DINE ADdIIONNI LTHAIIE:LS HAVE MALF THE OEtIELOPED. CAPACITY a THE OEMi>E. •
... •
Fi V
t --•i - �__ _ 1LAM IS IjRMD DAYS FO M IS COLiLEDAY OF 0RC4RN0 COVEN SHALL BE PRONGED ON DNPOSED SLOPES �
��T ,I.,.IiI171111111tmmT� T CONIC �,>...,..... ANY PHASE Or ORADNO AMID PERMANENT GROUND COVER FCLT ALL OISITU� AREAS 1I11IM 1S WIpRIMO DAYS OR •
JRIII�WIIIIIINpIIIIIIIIIIIIIIIIHiI IIIu'II�:I1Jl IIIL:.I 11916NIIIIIIdgg. .". .. _.. ._,,- y.� /�"-' �,�'
Tor�r � , -T`-/ - 8+ `,�'^` 70 CALENDAR DAYS iOLLONNB COMPLETION OF CONSTIEVCT10M1 OR DEVELOPMENT FERTILIZE. VNLIER Alb YMITIW
r` M1 � A VIGOROUS STAND OF GRASS, i
r y /' S. SEGMENT SHALL BE REMOVED FROM 1000 THE MI ENNT FENCE ,MEN It BECOIES 0.S FEET DEEP AT THE •
^ . .. a _ FENCE TIE SEDIMENT FENCE SHALL SE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
MH NO WETLANDS EXIST ON -SITE. WHEN THE ELEVATIONS REACH THE-iREATNENT OEMLE9 lD THE DIIpl91pMS INOCA7E0 ON 711E PLAINS.
EX DI9 NOTE: 6. SEDNENT SHALL BE REMWEL FROM 1 E PRE :
\ RIM = 9,72' -� y P 1 Ll - F1D1MN4T •
,� I I t - •. 6.20' •
BENCH I_ 3 9Y7'7 '4 DROP-NLET V BOTTOM - -0.98' PHASE L POW A FL 7.00 USING INB(EL 13,00) AS A BENCIIlAN6C •
CRATE - 8-Y PHASE II POD B EL 4,00 USING MHSI(EL 13.2.'O) AS A SENC0MW •
I I ` PEASE II FINAL POD EL 7M USING MIDST EL 13,26 AS A KW MARK •
a ENV. �'i.l" /(T t ) •
y6 w ME M
Jl[ �.. - - BE SIAT THE POD ORAVDORN PIPES DO NO NE]COIE ELOCJQ:D BY SEDIMENT, NT, THEY D06 CLEAR SEDIMENT
DI RIP RAP OUTLET PROTECTION ♦,:. DROP INLET GATE 4 88'
IMMEDIATELY 10 TDIMIEN810NS INDICATED ON THE PLANS Alb CLEAN PIPE OF BEONENT, •
= ""�` �. E •
GRATE . 6,4' _
INV. - 1.9' IN 1.16'.
CONC
-. WOOD
c
LOCATION
LENIGIM
w1w
THONE9S
OUTLET 20
10
6
1 24
TWIT 17
12
Y
?A
OUTLET 32
10
6
24
TV 36
10
X
24
7. F SIDRNWIATER REMAIN N INFILTRATION BASIN FOR LONGER THAN 6 DAYS FROM THE RAIN EVENT. CLEAN SAM
•
' •.>.�� ..r .. TO DIMENSION INDICATED ON THE PLANS, BE SUE 10 REMOVE SOIL TO 4 INCHES DEEPER TIME DESIGN DIMENSIONS
•
MID REPLACE TAM 4 NICHES OF CLEAN SAND,
STORM DRAINAGE NOTES
:
0 ; �
GRADING LEGEND
STORM DRAINAGE COMPLIES vII H ARTICLE 13.3 OF THE UNIFIED DEVELOPMENT ORGwAmm
^i
• W
h
�
•
•
4 4
OUR - \ �•� - �X . 3 HEIGHT O CHANNELL + 34.50 - PROPOSED SPOT ELEVATION i J
^aa, 1 ♦ CONC a 1n4 2/
\ 1 44.50 - TOP / BOTTOM OF OURS ® : U h O
1� \ 1 D X
_ UTILITY CONSTRUCTION KEY + 44,50 • O I a
4 MARICULTURCC DG ' V RCP g
r ` BLDG. d INY
, h DI
id .ESTALL SEDIMENT MFASNtANO STICK
GRATE = 4.62'
' 1 % INV 0.21`
�t `♦ _rv. ! i - - g < lyl,, EROSION CONTROL LEGEND
F 1 yP
QINLET PROIECTIOI ,.,.,..--W - SIINTHM MAT MIN 7PSF PON SABLE SHEAR STRESS
I t t 10
MH
-TIP..- - TREE PROIEC11O1 FENCE - RF RAP ® ura Mnall r IDII I P If
\. M11 - , -
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TIN O NH OUiLET s r CONIC y r. END - COIS'INUCTION E117RANCE I I.I ' I I - UNITS OF CONSIRU07M
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GRi1pHIC SCALE
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CONTRACT)_
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ALL OOVSRNACROW SFMLL BE N
ACOORDMICE NI7N ADM CAROLNW
1 t..e • eo !L
r'r=
EROSIONGRADING
IO
& EROSION CONTROL PLAN - PHASE I
• TOTAL •
n
-
1zfQ6r!c' 9 23;31;w3 t1 ;L5ph1
I r•- 771T
III,

Ne •
SHEET NOTES
1. ALL DDNDLIar AND ANY SUBPROVED oy HE LOCAL
RUC BALL BE PQVipM1EA N ACCORDANCE MIM TERSE
PLAINS AND siPeaFlcsTloNs APPROVED er TINE LOCAL Auhldtln.
2. ALL DEMOLITION AND SUBSEQUENT COMSiRUCTIOK TO BE N ACCORDANCE WITH PERMI KSM AND APPLI-QM •
f0A SOP STATE, COUNTY, AND LOCAL CODES.
3. THE CONTRACTOR SHALL OBTAIN AM PAY FOR ALL INSPECTION& CERiS1CATION% EQUPMEMT ETG THAT WAY III
E A /
.�. REQAMRED. •
�`--t..... � i I - •,-' EOP 4. IF DEPARTURES FROM THE SPECIFICATIONS OR ORAVI ARE DEEMED NECESSARY BY THE CONTRACTOR. DETAILS •
zs _...-" - `. - _ - ... - __.. _ FROM
SUCH OCONTRACT AND REASONS THEREOF SHALL BE SUBMITTED TO THE OMER DOCVI SMALL BE WADE **n WRITTEN PERMISSION
THE
ND OEP �
- , / �.. EOP FROM 11E CONTRACT WI THE OF lIE 01IMR
R-la .. S. COSTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR RESTORED 70 •
THEIR ORIONAL CONDITION, AM TO THE SATISFACTION OF THE OWNER OF THE IMPNOVPrEHrB,INV•
; IL CO NIACTGII SMALL REFER TO ARCMTECTURK PLANS FOR DETAILS OF BULDINGS AND VALOiG DMENOI • , �
7. ENGINEER AND/OR OWNER DISCLAIM MY ROLE IN THE CONSTRUCTION MEANS AD/OR METHODS ASSOCIATED WITH a �,•`r`
TIE PROJECT AS SET FORTH IN DOM PLANS. �
SEA 4
& CONTRA" SHALL MAINTAIN AN 'AS BUILT' SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL i _ Isom/ -
ti� .6-Ifi' I 4 ! ', - -.;�:. / - K, •' PIPING PRIOR TO CONCEALMENT, MAIN,= @WALL BE GIVEN TO RIE OWNER UPON COMPLETION OF THE PROJECT • l
i
MOTH A COPY OF THE TRANSMIT LETTER (FOR NEGOID NKEEPINfi) TO THE ENfiNEERt.
9. THE CONTRACTOR IN RESPONSIBLE FOR FIELD VERFYII6 THE ACIVAL AND EILACT LOCATION, SIZE AND MATERIAL �,
COMPOSITION OF ANY EXRSTNC METER OR SEINER SERVICE PROPOSED FOR CONNECTION OR ARSE (N INS PROJECT. •
THE RELOCATION OF PAY UTILITY SERVICES NEQLMM TO COMPLETE ANY PORIION OF THESE CONBT0.ICIM PLANS •
y -- - .. SMALL BE THE MMPONSWILITY OF THE CONTRACTOR •
/ ,4 -
ALS
: - ,' b /! !� - - - -- 't �, •`. z �xs.,cTf� �,--cux -,s. - - ....: - p RUBBLSH CWSEO BY , HIS EMPLOYEES. OR HIS WORK. ALL DENNIS SMALLREMOVED FROM THE TEON A
ALL IS" KEEP THE PMRSES FREE FROM ACCUMULATIONS OF WASTE
».
CONTRACTOR MU9� AT
Y BASM
_conic •
1 £ \
`.M..:. j II!. FINK ACCON THE IFPROEPTANCE OF WIXZN BY THE LOCAL CQVFISWIIG AUTHORITY SHALL NOT BE WIDE WRITE ALL 7IDMIK SOW
'�� - . - - ADS ¢ i _ 'VFD PLAN IS OOLpLET D,
! • I�
ta1.1 h fr � + 11 � r
12, CONTRACTOR SHALL CALL "MONTH CAROLNA ONE CAW AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION • - �ll
C ! 1 ; ..:r:.3.x: rz.�cz-,zz���sw rvl.>_ .ss�ms>.:�s�c�szc�i:yam- -• IT,s,.,x.a. sxY>=,��u�,.>;G�c»+c== xs�.. W `. { To HAVE E=TNo UTRITEB LOCATED. CONTRACTOR TO CCNTACT ANY LOCAL UTILITIES
-zz- ` _ _ ._ ? - +y- - `.. - �! _ . THAT PROVIDE THOR OWN DISCREPANCIES TOO THE ENGINEER. INCEPINIDENT LOCATOR SERAI CONTRACTOR SHALL MEGIA1lLT REPORT ANY : � v
13. ANY EXCAVATION MUST SE FILED N AND TAN I AT THE CONCLUSION OF EACH WORK PERIOD, AND EOUPRENT � c9 19f
_ -, _ AND SUPPLIES. RETURNED TO THE COMSTRUCDOM STA004 AREA. • W L
r L' I --_' _ s r'- a.• AD�
1 a H
4 1/ .xiL-.� c `ti tiL tiy3J/ `r I i GENERAL GRADING NOTES
za, -__ }
i,,. 5 _ �� / - _ _ 1. ALL DIMENSIONS MO GRADES SHONNN THE PLANS SMALL BE FELD ti BY I E CONTRACTOR PRIOR W � A �
i .r
Cps �=° ` //,�- - _ -, - -- ._ '�"'\\ DOFLSTRIICTTOM, CONTRACTOR SHALL Fp RITE ENGIAE'E1R P ANY OISfP PNOR TO PROC®NG WITH : •1 p' �Ii
f� WOOS:' - - I �. OONSMLICTTON FOR NECESSARY MAN OR OADE CHANCES No EXTRA OO FEMSATIOi SMALL BE PAD TO • �L
s r
• • - MH 47 ! ....... _.. _.. ... _ - _.. Mr_ _ �• _ 7 CONTRACTOR FOR ANY WORK DOE OL E ro ONENSIOUS OR GRADES SHOWN INGO REWLY ON THESE PLANS F SUCH
15 - _
riF
• li
NOTIFICATION HAS NOT SEEM GIVEN. V)• !�[I
a SOIL DR .•".. '•��--'- , % J •.,,.• • ' na " ` ,,.�,�, 1' t' +i 3 2. RHEA HAND PLANTING, MULCH (HAY OR STRAIN) SHOULD SE LRIFORMLYSPREAD OVER SEEDED AREA WITHIN 24 � � �. ��LI
E MH -_ _ / /r Yi////iii //.. .. zr iL /i.y n
y ,,. °`�. , �,,, -- ._ HOURS OF SEEDED. • III.
i •
S. OVRIW UNSUITABLE MOVING SEASONS, "CH WILL USED AS A TEMPORARY COVER ON OWN THAT ARE
EEPER. MOLCI W L SE ANCHORED.
- ° 4;1 OR ST�
# j •
4. EROSION AND SEDIMENT CONTROL DEVICES MUST SE INSTALLED AND INSPECTED AW TO ANY GRADING ON SITE. • Ry Lu
PLEASE CALL FOR AN INSPECTION. • is =
...' 1i f AD29 x ♦ '
yl WAYNE WEST BLOC. r - C126 f _, _
.�'d S. sEDINErT oEv( MUST BE CiQO4D AFTER EACH STORM EVENT. EACH DEVICE Is ro llE MAINTAINED • 3
- W�ONE HALF THE CAPACITY OF /E �.QD i/ �'0 j y ADS-���-g^- -_. \� 6. SPOT ELEVA11pNS SFIORNT AA�ELIEH DRONING OR 01lTTER FROM' LINE.LNAESS OTfRRRSf TIDIED. • W 2cc
/ �1'.:``, F �IiIIPoWlllkillllltllih III I. "' _'/f CONC i O W W
.PIED POST At _.___- "' 7. CONTRACTOR SHALL OBTAIN A DOPY OF THE REPORT OF 91J6$LNlFAGE MVE8110A710N (F AVAILABLE) AND Fd10K • t] ,d
/ THE A FOR W
f 3 ! RECOMMERO TONS GRA1N0 AND OOPACTION. • Oc ` tr
CHAIN 1 ELI
ALL ER090N CON1R0. DEVICES ARE NNE IHESP0N18>BLIiY OF THE • W FENCE9 A COPY OF 71E APPROVED EROSION COMIIROL PLAN MIST BE ON FTI.E AT TIE .GIB SITE. 6 • (V
COMPACTION NOTE Z
qq
'r _ - - COMPACTION OF THE SOL UNOFA PAVED AREAS AND BOLDING AD THE HANTENAMCE OF PROPER IIDIBTUE � j � \ N \
YAIDMIM
SHALL 1E So As ro ACHIEVE Is1l OF THE STANDARD PROCTORDRY DENSITY. • O V4 O
o - - Ar gil,amlp,j t WHERE UTIIITES (WTI REMO�) IMPACT THE FOOTPRINT OF THE AND 1 SENOR SHALL EICCATATE �.
...-. - ADDITIONALABLE
SOILS. CLEAN SOILS SHALL B[ V11LRW FOR BACfflli. COMPACTION OF THESE SOILS SHALL ME PERFORM N �
/ 1 - _ ACCORDANCE WITH SPECIFICATIONS AD SITE PLAN.
joy
r F ;
e.
Y;eEROSION CONTROv CONSTRUCTION
o m
1 OBTAIN DAL PERK� r
w
- _7 - 1:' 1 ', I �/J £r+�:.\--'•_�f I � t;9tJi; `- � 2. FLAG NONE LY15 AND MARK TREES TO BE SAVED. F ANY. FOR PR61EC110N.
PAD ,r. dr- :Q. �15
3. HOLD P RE -CONSTRICTION hWI NG WITH IIPECTOR ON DIE AT LEAST ONE VM FRIER TO I E START OF AIY •CC C3LAD D4ILMANN ACTIVITY. •
_ '?-' ..;'PAD \ i a �: I • •
- �-. „� - ` _�,y • I j ° 4 7RAFICE4, TREE PROTECTION FENCE AND SLT FENCE; OTIEA TEMPORARY MOON
A A INSTALL PILE -TREATMENT BASIN AND INFILTRATION BASIN.
C INSPECTION BY NSPECTR.
FE1VC£ 7, PERFORM SITE G RAOING, AND INSTALL AOOTIONAL ER0810M CONTROL MA70M AS
i O
8. PROVIDE TEMPORARY SELOMQ ON ALL DISTLINSED AREAS THAT RILL BE ION FOR 14 DAYS OR LONGERR.
9. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRACE AND IN SEASON. FERn'� RATER �
AND RESEED AS REQINRED TO ESTABLISH AND MAINTAIN VTCOOIS STAND OF GRASS, •
"mac"""'** 10, INSTALL STORM DRAINAGE SISTEM AND INLET SEDIMEXT TRAPS.
1,
WJWECTOON BY
CON iSPECON •
j( 1:
4 It S AND FINAL GRACING. • W
- [Sox I& PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND M SEASON. �� METIER •
_ - iur J AND RESEED AS REMARED TO ESTABLISH AND RAMGOROUS STAND OF GRASS. : W
Q14 - 1C AFTER COMPLETION OF CONSTRUCTION AM INE SITE WI STABILIZED, T(�A)(SR}EMOVE ALL ACCI.WA ATED sEOMENT � � O
' •.... _.. '• + CONTRFROM OL MEAS FART DETENT�BS, INSAPAPPLY APPROPRIATEAND DISPOSE GR AND OBTAIN APPROVAL BY CTM • r`"` sR400TH• _1 _ a
• O z
EROSION CONTROL NOTES:
$- -...
1IgPEt110M5 MAYADDITIONAL SEDIENTATIOH AMID EROSION CONTROL MEASURES AS DEEMED
NECESSARY BY THE • V � K
INSPECTOR. \l U
•
•
•
IE/DOIR'1 • O
oil 2. ANY CRADID BEYOND THE LNNIIS SHOWN ON THE PLAN IS A VIOLATION OF THE STA TY EROSION OOtl1TOL
ONF OROINANICE AHD N9 9UB.ECT lO A FINE. • OC
day C !. NO SEDIMENT SHAH BE ALLOWIED TO RUN OFF SIZE F SEDIMENT IS TRACKED OFF SITE, ITMUST BE CLEANED i G
f y1 @'--, IMMEDIATELY. • iL •
4. RHEM HAND PLANTING, MULCH (HAY OR STRAW] 90" BE LINFORLY SPREAD OVER SEEDED AREA W47M 24
Hd1RS OF SEEDING, •
a EROSION AaD $EAIIENT CONTROL pE►1GEg MUST SE INSTALLED AND HNBPECIED 1M1H ENOUGH LEAD TIME FOR AN 4
M9BOO �
PEC110N 10 MFFT Yp1R RDULL (�
SiCONlt FEATREMOVE ALL CONCRETE PADS.FCURDATIONS AND IJNDEROROIJND STRUCTURES. SEE 91MRVEY FOR
TRACTOR TO y u
L
t 1l 1 �o MAINTENANCE NOTES o
F O 4
yt^\ 1. CONSTRICTION AND MAINTENANCE OF ALL EROSION CONTROL OEMCES SMALL CONFORM TO THE STANDARDS SET • W
' - - FORTH IN THE NORTH CAR0.DIA OEPARTNEMT OF DNViIRM ENTAL. HEALTH AND MARINA RESQUIOM LAD QLA TY • W
~ SECTION EROSION AND SEDIMENT CONTROL PLANING LAD DESIGN MANUAL.. • � .-
2 THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS CITING CONSTRUCTION, AND • 2
... `2" CANER NS RF,SPOq M FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER OO MTRIC710H WI • Q
COMPLETE, F ANY PERMANENT METHODS ARE AEIXARED. i
i •
= 3. SEOIIENIT/ERp!}ON CONTROL DEVICES MIST BE CHECKED AFTER EACNI STORM EVENT. EAUF DEVICE WI TD SE �
® •.. 'µ4'.,. ��"�"`•:,,.-_ `" - MAINTAINED OR REPLACED F OWBADIT AOLtMULATION HAS REACHED ONE HALF THE CAPACITY OF THE OEWX
ADDITIONAL DEVICES MUST BE INSTALLED F AMPONAL CK NMELS NAVE DEVELOPED ' _ `
• V
4. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 16 MORIIIO DAYS FOLLOWING COMPLETION OF •
ANY MMWX OF GRAGNG AND PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WPM 13 MGRIOD DAYS OR •
30 CAIDIDAR DAYS FO LOIWID COMPLETION BE CONSTRUCTION OR DEVELOPMENT_ FERUME, V ATER AND MAINTAIN •
A MORDLIS STAND OF GRASL
S. SEDIMENT SHALL BE REMOVED FROM SEND THE SEDIMENT FENCE WREN IT BECOMES OA FEET DEEP AT THE
FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. •
REMOVED FROM THE PRE
WIEN THEELEVATIONSBE REACHTHEFOyONRIW-TREATMENT KWM TO THE ONpMMONS IMMATEO ON THE PLANS, SEDIMENT SHALL
c PHASE 1: POND A EL 7.0E USING MHB(EL 1&00) AS A BENCHMARK �
4 PHASE 1: POD B EL 4,00 LOW MN31(EL 13.25) AS A BENCHMARK •
PHASE F FINE POND EL 7.28 USING MI IA28) AS A BENCHMARK •
•
BE SURE THAT THE POD ORAIDORN PIPES 00 NOT BECOME BLOCKED BY SEDIMENT. F THEY 00, CLEAN SEDIMENT •
IMMDIATELY TO TE DMMSONS INDICATED ON THE PLANS AND CLEAN PPE OF SEDIMENT
•
7. F STOTMNAIER REMAIN IN INFILTRATION BAN FOR LONGER THAN a DAYS FROM TIE RAIN EVENT, LEAN BASIN •
,4" �g TO DIMENSION 04NCAlED CM THE PLANS, BE SURE ro REMOVE 90L TO 4 INCHES. DEEPER TwTHANOEM ONENEWd : z n „ AND REPLACE WITH 4 MOMSAND.2 OF CLEAN SA.
W
STORM DRAINAGE NOTES : /fit o �
• W �N
NOTE: STOW DRANAOE COMPLIES WITH ARTKIE 13.3 OF THE LINIIED DEVELOPMENT ORDI AWL i < 4
NO WETLANDS EXIST ON-SITE.i - z
5 GRADING LEGEND o U 0
RIP RAP OUTLET PROTECTION • 0 In
• I� °v
+ 34.50 - PROPOSED SPOT FI,EVA110N •
44.50 • 4 OF
�oovtl' 44:50 - TOP / BOTTOM OF CURB i W I
..... + Hzz
• J
: z U
• Z .
A` O D Z
EROSION CONTROL LEGEND W
d
• R r
•
/. \ • R wk
-INLET PRO11e:CTd1 - SYNIFETIC MAT WITH 2PSF PERMISSIBLE SHEAR STRESS • m IJ E
IF L 3m
I
-11>- - TREE PROTECTION FENCE .Y r}y - RP RAP c n 7
• �0
CONSTRUCTION ENTRANCE - LILTS OF CONSTRUCTION • D r h
•
-SF- -SILT FENCE -SILT FENCE OUTLET GRAPFIIC SCALE ' •
- - CHECK DAM M a s
: Gp
�- - DIVERSION DITCH i O
s •MIA
ALL COMSTRIKTDN SMALL BEN 1 1a•! . 40 R.
ACCORDANCE RTH MORN 6NOLM •
masNON croN►Ra GRADING & EROSION CONTROL PLAN - PHASE It • TOTAL •
n
LOCATION LONGER WImH TIHIg9NEss IN
ouTNET 33 Lo a 24
CU4S 1a a 24
"mac"""'** 10, INSTALL STORM DRAINAGE SISTEM AND INLET SEDIMEXT TRAPS.
1,
WJWECTOON BY
CON iSPECON •
j( 1:
4 It S AND FINAL GRACING. • W
- [Sox I& PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND M SEASON. �� METIER •
_ - iur J AND RESEED AS REMARED TO ESTABLISH AND RAMGOROUS STAND OF GRASS. : W
Q14 - 1C AFTER COMPLETION OF CONSTRUCTION AM INE SITE WI STABILIZED, T(�A)(SR}EMOVE ALL ACCI.WA ATED sEOMENT � � O
' •.... _.. '• + CONTRFROM OL MEAS FART DETENT�BS, INSAPAPPLY APPROPRIATEAND DISPOSE GR AND OBTAIN APPROVAL BY CTM • r`"` sR400TH• _1 _ a
• O z
EROSION CONTROL NOTES:
$- -...
1IgPEt110M5 MAYADDITIONAL SEDIENTATIOH AMID EROSION CONTROL MEASURES AS DEEMED
NECESSARY BY THE • V � K
INSPECTOR. \l U
•
•
•
IE/DOIR'1 • O
oil 2. ANY CRADID BEYOND THE LNNIIS SHOWN ON THE PLAN IS A VIOLATION OF THE STA TY EROSION OOtl1TOL
ONF OROINANICE AHD N9 9UB.ECT lO A FINE. • OC
day C !. NO SEDIMENT SHAH BE ALLOWIED TO RUN OFF SIZE F SEDIMENT IS TRACKED OFF SITE, ITMUST BE CLEANED i G
f y1 @'--, IMMEDIATELY. • iL •
4. RHEM HAND PLANTING, MULCH (HAY OR STRAW] 90" BE LINFORLY SPREAD OVER SEEDED AREA W47M 24
Hd1RS OF SEEDING, •
a EROSION AaD $EAIIENT CONTROL pE►1GEg MUST SE INSTALLED AND HNBPECIED 1M1H ENOUGH LEAD TIME FOR AN 4
M9BOO �
PEC110N 10 MFFT Yp1R RDULL (�
SiCONlt FEATREMOVE ALL CONCRETE PADS.FCURDATIONS AND IJNDEROROIJND STRUCTURES. SEE 91MRVEY FOR
TRACTOR TO y u
L
t 1l 1 �o MAINTENANCE NOTES o
F O 4
yt^\ 1. CONSTRICTION AND MAINTENANCE OF ALL EROSION CONTROL OEMCES SMALL CONFORM TO THE STANDARDS SET • W
' - - FORTH IN THE NORTH CAR0.DIA OEPARTNEMT OF DNViIRM ENTAL. HEALTH AND MARINA RESQUIOM LAD QLA TY • W
~ SECTION EROSION AND SEDIMENT CONTROL PLANING LAD DESIGN MANUAL.. • � .-
2 THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS CITING CONSTRUCTION, AND • 2
... `2" CANER NS RF,SPOq M FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER OO MTRIC710H WI • Q
COMPLETE, F ANY PERMANENT METHODS ARE AEIXARED. i
i •
= 3. SEOIIENIT/ERp!}ON CONTROL DEVICES MIST BE CHECKED AFTER EACNI STORM EVENT. EAUF DEVICE WI TD SE �
® •.. 'µ4'.,. ��"�"`•:,,.-_ `" - MAINTAINED OR REPLACED F OWBADIT AOLtMULATION HAS REACHED ONE HALF THE CAPACITY OF THE OEWX
ADDITIONAL DEVICES MUST BE INSTALLED F AMPONAL CK NMELS NAVE DEVELOPED ' _ `
• V
4. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 16 MORIIIO DAYS FOLLOWING COMPLETION OF •
ANY MMWX OF GRAGNG AND PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WPM 13 MGRIOD DAYS OR •
30 CAIDIDAR DAYS FO LOIWID COMPLETION BE CONSTRUCTION OR DEVELOPMENT_ FERUME, V ATER AND MAINTAIN •
A MORDLIS STAND OF GRASL
S. SEDIMENT SHALL BE REMOVED FROM SEND THE SEDIMENT FENCE WREN IT BECOMES OA FEET DEEP AT THE
FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. •
REMOVED FROM THE PRE
WIEN THEELEVATIONSBE REACHTHEFOyONRIW-TREATMENT KWM TO THE ONpMMONS IMMATEO ON THE PLANS, SEDIMENT SHALL
c PHASE 1: POND A EL 7.0E USING MHB(EL 1&00) AS A BENCHMARK �
4 PHASE 1: POD B EL 4,00 LOW MN31(EL 13.25) AS A BENCHMARK •
PHASE F FINE POND EL 7.28 USING MI IA28) AS A BENCHMARK •
•
BE SURE THAT THE POD ORAIDORN PIPES 00 NOT BECOME BLOCKED BY SEDIMENT. F THEY 00, CLEAN SEDIMENT •
IMMDIATELY TO TE DMMSONS INDICATED ON THE PLANS AND CLEAN PPE OF SEDIMENT
•
7. F STOTMNAIER REMAIN IN INFILTRATION BAN FOR LONGER THAN a DAYS FROM TIE RAIN EVENT, LEAN BASIN •
,4" �g TO DIMENSION 04NCAlED CM THE PLANS, BE SURE ro REMOVE 90L TO 4 INCHES. DEEPER TwTHANOEM ONENEWd : z n „ AND REPLACE WITH 4 MOMSAND.2 OF CLEAN SA.
W
STORM DRAINAGE NOTES : /fit o �
• W �N
NOTE: STOW DRANAOE COMPLIES WITH ARTKIE 13.3 OF THE LINIIED DEVELOPMENT ORDI AWL i < 4
NO WETLANDS EXIST ON-SITE.i - z
5 GRADING LEGEND o U 0
RIP RAP OUTLET PROTECTION • 0 In
• I� °v
+ 34.50 - PROPOSED SPOT FI,EVA110N •
44.50 • 4 OF
�oovtl' 44:50 - TOP / BOTTOM OF CURB i W I
..... + Hzz
• J
: z U
• Z .
A` O D Z
EROSION CONTROL LEGEND W
d
• R r
•
/. \ • R wk
-INLET PRO11e:CTd1 - SYNIFETIC MAT WITH 2PSF PERMISSIBLE SHEAR STRESS • m IJ E
IF L 3m
I
-11>- - TREE PROTECTION FENCE .Y r}y - RP RAP c n 7
• �0
CONSTRUCTION ENTRANCE - LILTS OF CONSTRUCTION • D r h
•
-SF- -SILT FENCE -SILT FENCE OUTLET GRAPFIIC SCALE ' •
- - CHECK DAM M a s
: Gp
�- - DIVERSION DITCH i O
s •MIA
ALL COMSTRIKTDN SMALL BEN 1 1a•! . 40 R.
ACCORDANCE RTH MORN 6NOLM •
masNON croN►Ra GRADING & EROSION CONTROL PLAN - PHASE It • TOTAL •
n
LOCATION LONGER WImH TIHIg9NEss IN
ouTNET 33 Lo a 24
CU4S 1a a 24
ONF OROINANICE AHD N9 9UB.ECT lO A FINE. • OC
day C !. NO SEDIMENT SHAH BE ALLOWIED TO RUN OFF SIZE F SEDIMENT IS TRACKED OFF SITE, ITMUST BE CLEANED i G
f y1 @'--, IMMEDIATELY. • iL •
4. RHEM HAND PLANTING, MULCH (HAY OR STRAW] 90" BE LINFORLY SPREAD OVER SEEDED AREA W47M 24
Hd1RS OF SEEDING, •
a EROSION AaD $EAIIENT CONTROL pE►1GEg MUST SE INSTALLED AND HNBPECIED 1M1H ENOUGH LEAD TIME FOR AN 4
M9BOO �
PEC110N 10 MFFT Yp1R RDULL (�
SiCONlt FEATREMOVE ALL CONCRETE PADS.FCURDATIONS AND IJNDEROROIJND STRUCTURES. SEE 91MRVEY FOR
TRACTOR TO y u
L
t 1l 1 �o MAINTENANCE NOTES o
F O 4
yt^\ 1. CONSTRICTION AND MAINTENANCE OF ALL EROSION CONTROL OEMCES SMALL CONFORM TO THE STANDARDS SET • W
' - - FORTH IN THE NORTH CAR0.DIA OEPARTNEMT OF DNViIRM ENTAL. HEALTH AND MARINA RESQUIOM LAD QLA TY • W
~ SECTION EROSION AND SEDIMENT CONTROL PLANING LAD DESIGN MANUAL.. • � .-
2 THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS CITING CONSTRUCTION, AND • 2
... `2" CANER NS RF,SPOq M FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER OO MTRIC710H WI • Q
COMPLETE, F ANY PERMANENT METHODS ARE AEIXARED. i
i •
= 3. SEOIIENIT/ERp!}ON CONTROL DEVICES MIST BE CHECKED AFTER EACNI STORM EVENT. EAUF DEVICE WI TD SE �
® •.. 'µ4'.,. ��"�"`•:,,.-_ `" - MAINTAINED OR REPLACED F OWBADIT AOLtMULATION HAS REACHED ONE HALF THE CAPACITY OF THE OEWX
ADDITIONAL DEVICES MUST BE INSTALLED F AMPONAL CK NMELS NAVE DEVELOPED ' _ `
• V
4. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 16 MORIIIO DAYS FOLLOWING COMPLETION OF •
ANY MMWX OF GRAGNG AND PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WPM 13 MGRIOD DAYS OR •
30 CAIDIDAR DAYS FO LOIWID COMPLETION BE CONSTRUCTION OR DEVELOPMENT_ FERUME, V ATER AND MAINTAIN •
A MORDLIS STAND OF GRASL
S. SEDIMENT SHALL BE REMOVED FROM SEND THE SEDIMENT FENCE WREN IT BECOMES OA FEET DEEP AT THE
FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. •
REMOVED FROM THE PRE
WIEN THEELEVATIONSBE REACHTHEFOyONRIW-TREATMENT KWM TO THE ONpMMONS IMMATEO ON THE PLANS, SEDIMENT SHALL
c PHASE 1: POND A EL 7.0E USING MHB(EL 1&00) AS A BENCHMARK �
4 PHASE 1: POD B EL 4,00 LOW MN31(EL 13.25) AS A BENCHMARK •
PHASE F FINE POND EL 7.28 USING MI IA28) AS A BENCHMARK •
•
BE SURE THAT THE POD ORAIDORN PIPES 00 NOT BECOME BLOCKED BY SEDIMENT. F THEY 00, CLEAN SEDIMENT •
IMMDIATELY TO TE DMMSONS INDICATED ON THE PLANS AND CLEAN PPE OF SEDIMENT
•
7. F STOTMNAIER REMAIN IN INFILTRATION BAN FOR LONGER THAN a DAYS FROM TIE RAIN EVENT, LEAN BASIN •
,4" �g TO DIMENSION 04NCAlED CM THE PLANS, BE SURE ro REMOVE 90L TO 4 INCHES. DEEPER TwTHANOEM ONENEWd : z n „ AND REPLACE WITH 4 MOMSAND.2 OF CLEAN SA.
W
STORM DRAINAGE NOTES : /fit o �
• W �N
NOTE: STOW DRANAOE COMPLIES WITH ARTKIE 13.3 OF THE LINIIED DEVELOPMENT ORDI AWL i < 4
NO WETLANDS EXIST ON-SITE.i - z
5 GRADING LEGEND o U 0
RIP RAP OUTLET PROTECTION • 0 In
• I� °v
+ 34.50 - PROPOSED SPOT FI,EVA110N •
44.50 • 4 OF
�oovtl' 44:50 - TOP / BOTTOM OF CURB i W I
..... + Hzz
• J
: z U
• Z .
A` O D Z
EROSION CONTROL LEGEND W
d
• R r
•
/. \ • R wk
-INLET PRO11e:CTd1 - SYNIFETIC MAT WITH 2PSF PERMISSIBLE SHEAR STRESS • m IJ E
IF L 3m
I
-11>- - TREE PROTECTION FENCE .Y r}y - RP RAP c n 7
• �0
CONSTRUCTION ENTRANCE - LILTS OF CONSTRUCTION • D r h
•
-SF- -SILT FENCE -SILT FENCE OUTLET GRAPFIIC SCALE ' •
- - CHECK DAM M a s
: Gp
�- - DIVERSION DITCH i O
s •MIA
ALL COMSTRIKTDN SMALL BEN 1 1a•! . 40 R.
ACCORDANCE RTH MORN 6NOLM •
masNON croN►Ra GRADING & EROSION CONTROL PLAN - PHASE It • TOTAL •
n
LOCATION LONGER WImH TIHIg9NEss IN
ouTNET 33 Lo a 24
CU4S 1a a 24
,4" �g TO DIMENSION 04NCAlED CM THE PLANS, BE SURE ro REMOVE 90L TO 4 INCHES. DEEPER TwTHANOEM ONENEWd : z n „ AND REPLACE WITH 4 MOMSAND.2 OF CLEAN SA.
W
STORM DRAINAGE NOTES : /fit o �
• W �N
NOTE: STOW DRANAOE COMPLIES WITH ARTKIE 13.3 OF THE LINIIED DEVELOPMENT ORDI AWL i < 4
NO WETLANDS EXIST ON-SITE.i - z
5 GRADING LEGEND o U 0
RIP RAP OUTLET PROTECTION • 0 In
• I� °v
+ 34.50 - PROPOSED SPOT FI,EVA110N •
44.50 • 4 OF
�oovtl' 44:50 - TOP / BOTTOM OF CURB i W I
..... + Hzz
• J
: z U
• Z .
A` O D Z
EROSION CONTROL LEGEND W
d
• R r
•
/. \ • R wk
-INLET PRO11e:CTd1 - SYNIFETIC MAT WITH 2PSF PERMISSIBLE SHEAR STRESS • m IJ E
IF L 3m
I
-11>- - TREE PROTECTION FENCE .Y r}y - RP RAP c n 7
• �0
CONSTRUCTION ENTRANCE - LILTS OF CONSTRUCTION • D r h
•
-SF- -SILT FENCE -SILT FENCE OUTLET GRAPFIIC SCALE ' •
- - CHECK DAM M a s
: Gp
�- - DIVERSION DITCH i O
s •MIA
ALL COMSTRIKTDN SMALL BEN 1 1a•! . 40 R.
ACCORDANCE RTH MORN 6NOLM •
masNON croN►Ra GRADING & EROSION CONTROL PLAN - PHASE It • TOTAL •
n
LOCATION LONGER WImH TIHIg9NEss IN
ouTNET 33 Lo a 24
CU4S 1a a 24

u
R3.
564'00'00`�" 3.30
• 4.2
� � I o
BY
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k 3.30
PHASE I — POND A
. SCALE 1" = 20'
TOP OF BERM
EL 21.0
—{ �- 2'
TIE TO EXISTING
ALL FILL MATERIAL SHALL BE CLEAN SAND.
EXISTING TOPSOIL SHALL BE REMOVED AND
THE FIRST 6" SHALL BE TILLED INTO NATURAL SOILS.
5' O.C. 4"-45•
(TYP.) BEND
TOP OF BERM
EL 21.0
—i �_ 2'
t7it
C.O. EL 20.50
4'5'
4"7J7
RAL `.,
2"PYCFROM PHASE I: POND B 2" PVC FROM �v "
2"
4
PHASE I; POND A
REDUCER
NOTE; 2" PVC FROM PHASE I; POND A WILL BE REMOVED DURING PHASE II
CONSTRUCTION, CAP 45' LATERAL WYE AT THAT TIME.
FLOW SPREADER
NTS
f
i
Y
TIE TO EXISTING
rnfl�t 1 — rc�rv[1 0
SCALE 1" = 20'
1.2'
144'1a'59' r 2.25 '00'W
�R2.25
R2.25 12.8'
2.6'
4138'46'3,3'
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1 U1'p5 N90'OODa
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szs's'
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INFILTRATION BASIN
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,
<$y
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TOP OF BERM JEL 12.0
TIE TO NEW EL 12.0 16' i VEGETATED TIE TO EXISTING
GRADES y M fivr, ,••.�• ; 1 FILTER
DETAIL �����': ��� EL 9.00 STORAGE POOL
'
SHEET EL 8 00 NORMAL POOL
12" ON —SITE SOIL
GEOSYNTHETIC CLAY
LINER WITH
PERMEABILITY NO 4
LESS THAN
5x10"-9 CM/SEC
NOTE: 9' ON —SITE SOIL
— SURFACE SHALL BE SMOOTH, FIRM, AND FREE FROM VOID SPACES, VEGETATION, CONSTRUCTION WITH 9" PREPARED
DEBRIS, STICKS, AND ANY OTHER OBJECTS THAT WOULD CAUSE DAMAGE TO THE LINER. ORGANIC SOIL
— ON SITE SOIL TO BE PLACED ON TOP OF THE GEOSYNTHETIC CLAY LINER SHALL HAVE ALL PLANTING LEDGES
STICKS, STONES AND CONSTRUCTION DEBRIS REMOVED TO PREVENT DAMAGE TO THE LINER. E—
FINAL POND
0
VARIES
6" MIN.
------------ j-------------
-------------
MIN,
2'---1 1-2'
r 2' j VARIES [— 2' 1
STORM DRAIN SADDLE
NTS
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•
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293,
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6" MIN.
------------ j-------------
-------------
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r 2' j VARIES [— 2' 1
STORM DRAIN SADDLE
NTS
•
•
•
R18 25 — •
293,
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,
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•
I
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VARIES •
A 24" � A
•
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•
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•
•
•
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-
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24' RCP
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STORMWATER MANAGEMENT GRADING PLAN
• TOTAL
1r:ii?611995 71:33,5' ti1105phl

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C1Eu'34e-

SWW NVALLATDN LAITS
LATERAL SADDLE INSTALLATION DETAIL
FOR PVC ANTS ABS COMPOSITE PIPE
N,T,S,
may%/////'%%/////�
wnAL rAIIDLL VNNSTP SOL
IY mm: (*K row N
rlwg
I
110NNInes \ PIE rIAmE
r YIaDID
oW MLL LREIR Im1w
OF FR r GY, OF POE r wow rK *AWN=
Ir Q0. Or POE Ir YAmmum at *jA&ja
1, T rrp+IKEftor Irr10i1KrRAKILNLK
L YD NMI OR NuAM 4r a LANOR TO BE uND r an & MdIIIL.
L ALL IAOIVIIL "MOL rM1LL K WAILE OKWC YATDrA.
4, YKIOILL BULL K TAIOIO r r LAWN N TRAM AEA* Ir r
,IM-,wr0 OmEm
L 10 K VIED IM PC AND NL
TYPICAL TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS
FOR ABS COMPOSITE, C900-PVC, AND PVC GRAVITY PIPE
N.T.S.
5.2E 5.2D
5.2J
v
P1IOPmTT
LrK IrrLr 1F• NOOKpITAL RiAOAA1K r10r AYT DYIYCT.
NINNY AARAOE Now
IriO NMI
PR N7016WT, PUIOrI IIOEII[ To K
OCIR Uo91ANIAND
PnrrlydLM TO fYIlT.
_ o
LETTERS
a•e•rle Meam
NOTE; THREADS TO MATCH LOCAL FIRE
"
vp or Mot
DEPARTMENT STANDARDS.
nmoE am K AIo1E •LLOE
L �N���
a J
/� •
•PrTR
0
MOTH Dr 001m
VALVEIaL
$- r INK
coboh4cm Mew"
(TAM N or Lrm
4
I r-1 OX .I
MGM
ow PoLrom aArur
KTOmM CUM AID FRANK
RAT.
Oor an �= am 2002
SPOIL
WATERTIGHT MANHOLE RING AND COVER
N.T.S.
STAMPAM rAr1DIK
RID AID OOIR
1
r MANNOIE IOEAM POW
84
VIE FDW V* MEN ANOW
I
KLTE To NXT FAAK
NCY01rC TAm V s
10 SPAGER, UK MWE
TOOT lr
YAM UAL KTam
FAME AND OPAC OL
I/AINIDIi zws
AAW A 1QIDAL WLL MDT OA IR 1t
COIApT OR DAOEIIT POE
ALL IFf N0.L4 roll or•CFRLT PD—TE
•K "mm MALL K PALO MM MTr-
4' ow Iwomm ONDPr,
Carp ATMT
aI MM rKeR , C MY
E, T..
rOO
IO•T
r B
_ YAi YMT
SAW 0r YmTA rum
at PIKWT DESERT
---- amemD
STANDARD SANITARY SEWER MANHOLE
5.2I
a/r
r GAM VALVE
� THORM
*K TK ,L IH
� °I'°"�• T'�N 7 ausr, oEUYKn 0"rl.
rKr um PVC POE
WSTALL
oallc. low •LOoIID IIDK11IKm TNIL
IQWL
FIVE N1000- rwL W LMKLLLH SAM 0111M M 2W AIRFAAN CANINO MARK M
THE REmm OYAAsom Q OMIKIWI TIBD1 10L
I ANON PPE- r,ALL K UMU RM AIM 0,00-T• OR MACE 100 PVC AMRA W01-0
r GATE VALVE -r1A/L K AMM moo -as am LWT
OGYCIKX- MALL ALL K m o Pr wow AMC TRANrT on mg WC PPE WNW
MALL 0 O N 10 ETArDND KTAL
OI n YOK AND NLTI- ONCE IdMALLID AND W *OIL K WAM IM TO OOAIS W
r11AIw m YAK PAW,
fR HICWM PAL K IIITALIED N 7MK 10K'ICAL POWN4 A/ K1KX• M THE
A Ndw EVE.
STANDARD FIRE HYDRANT INSTALLATION DETAIL
N,T,S,
5.2C
773
FL61Nllpl
sum
1. �wL I� r r Nals ae vrL
: is 1 1YA�D� TMLU
41'42" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY
N.T.S.
5.2H
STANDARD MANHOLE RING AND COVER
N.T.S.
now Coum
iYE aceDL
of Yr
5.213
�_ IRDKL•um
} 010JAO! h'Y
.{
��AA. ♦♦
YAIrL LTEARAIICE--� �-- I .................
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L0. PrK rlAR � •R• YMT ILMOM AR" YAR fOli, Y LIR FHgiN 'Y II! RIXf, R �.
U%TR SEW 11K1R Imm •rAw COLLAR 441) T/KIIOT ODIR011sE
1'-r 11-O' 1'- I =0'
H®L
1. XE *mwL CTDN WWWAT*m M *mxT Now* ar no WE.
L Ae OTA AND KqL FOR IIIIIPIT ■ M LoOAIDMO,
A OWIETE rwL K 2000 PS t TWORT bWM
4 40 =02 YAI MALL K DFRMEY, AND T® TCKIKR.
L INEWN 00"W 110014 r "MM OF TWAT rACN(ID WMAKLAIN
AMYL K MC ArrO1M WIM AS SCM1 0* ITANDAID CEML
L •ACIILL TAWSD ON r LAXRO AS PER mAMYARO DUAL.
Y. ro no" MALL K EXPIRED FOR IDM DO0000.
L , JAI OCUM MAT K FlonNY NLOM ON NM ODD.
THRUST BLOCKING DESIGN DATA DETAIL
N.T.S.
co"coKTE Ime w sum
AT ALL Or OE1101 Nwowr
91111L FLAX I •"Im" Iwu
00 IEOYORLRrR
m or ow KID m m "mw 01 mo es MPIrR or RDDO
41310 !
r 7AWO ;
Ir 17,111 $
umm
1. OIK N WALKL AID IIOIIT, THE ffM AM AID YOLIE IILAIL K M10 PTM
2 UMIS Or INOW" WE PAW.
2 600MIE INALL ADT CWTACT 01,73 OR ENDS OF MEMMOIOAL ,DDT KADY.
STANDARD VERTICAL BEND DETAIL
N.T.S.
5.21A
ALL POE rNLL K IMPPKXO YT ILOX AY KrIKYI
PANT ALL PNCP I1 MAPLT MM OOAL TM •AM PANT
10 K U"10 M M MEL 111MM LDOM TIMM
MY P40T R ukim him
PII01T ALL POMO 7•ll rAri RPOKY PART
O R1DK AK LX rTlm A OIILC•1L A OFADw REAW KMK MALL
K Lin
6' DOUBLE DETECTOR CHECK WITH 3' DOMESTIC METER
N.T.S.
n
5.20
AiYAOY� ltilgp FW OrMWM
PAY OEM
111-0 IR'
7 4w-4 4w
PAD
,
•,
mOYR
. �. f` jr
a•-aI—
/�-
-4 *W
WA
T -Y".f IRA TAImEY fApOLL-�
VALVE BOX INSTALLATION AND EXTENSION DETAIL
N.T.S.
I till tit 11111111tillItI
7EE MRRICCTOI
5.2G
A
09k
1, OOAIPCER DIAL K 2100 PI,
L DER MALL Wr OMLAOT IM71
DM DDC OF 119PLUMCAL low "T1I1II.
A wis mon *TAIL amworl 10
mNDwD OEM
41 fE[ mANAM MOST MMAt TAKES
FOR AREA of 0000" Isoo ,
L ALL ISOM AND IFIYIEC7DIK KILL HAVE
MODRK TMOIIT IIOMM•
THOM SLOW AREA
V OO' IBD
STANDARD THRUST BLOCKING VIEWS
N.T.S.
KEAVIN KAM* AREAL FOR
Noreowft 104m POE KAKI
YAi ri TOT POMMNK R IN FAL (ALL AREA Of 00PNK P"
rar�������lYr�IYYIK�
fI1/7KS•� 1♦��__il•i_t•ii_�_i_if___s Z•�1•
— i t— SS
r-T•-1•rr•'��7rrrrO�iuYII�KI7•�is �i��TrrOIKw
IIIf ,Lr Irrrllm i� I�r � � �A Orry11rII KOOOr1IK EI�R
C TFrzsr • • i rr� A OOr� 0rr7� rrri A A �1—
t'.iK"1:'Tr rrTi iTi i 1• rrrr7� S ]� rrs_ i'i rrr 1_
f rir',""TREi�i�iT�iirrflRErF�rr1•i�tA�
YDfKGIL1+U11[ N 11! IIOgF OK"Ai-w� A1NE
we DIY' eYD rALAIe FOR Nsr,ArTE FOR A9rIWAL IAIEr7 FAo1R
5.2L
E
04TOMEN TOP
2" METER INSTALLATION
N.T.S.
•
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UTILITY DETAILS
U1
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40
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•
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4
rall•Ilp MIaE �
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UNP*0 = SOIL
New 0Aarat
r pp s1dIE
b�woaelmlEo •' nor. or @rE r I.NeM we aLtAeAmm
le oar per rm E ter htkv" sell GLE#Ao m
1. MOM aSplsms aNrNNae eN Mtk= C O.lLI M •tILL ell TAM
R,aM THE audE FACE r 111E Nlpea Ara MAtag.
2 NO MM OR BWAMa {r OR LARGER 10 all Ulm N ORLAL IIAOgiL
1 ALL Mces" HAMNN. 1grL W Nmm MATIK MAINaa"
4. IIOOaU 04FAL M LVM N r LAIM N 7AMIa At tr N RICH INR10 AREAS
TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS
FOR DUCTILE IRON, VITRIFIED CLAY & REINFORCED CONCRETE PIPE.
N,T.&
5.3D
l
01/r 1'-11/Y 6
a
O©
©D
N
1©1�D
s
7;,)v
TA39W SPLASTER 1/i' Nwn r Qarc
Now
CL,w tie e. % n]i CAf7010 eiFe 1 T4itPR[ LAR�R
3,-0,
am
4'-4' �� STANDARD DROP INLET AND CASTING
N.T.S.
SIULLOW TYPE
per a tNote N or"
_ elp�I No"
INTERMEDIATE TYPE (4'X4')
O ro s r OWw eru0
�.. ant
DEEP TYPE (5'x5')
low s nm N avn0
'•
a• raA
1*190%a
oot•
x'.
- .,.. NYT s ears. a•
%�•iriic
ter r is ev
,.
err
r
A aRMa
SLAB DETAIL
w A■
SLAH DETAIL
wI
Ta
wi�r�i. w�i sldi►� �
�--�
CONCRETE BLOCK OR BRICK CATCH 6ASIN
mm F10
arse
NOTES
0 - DEPIN OF ORAI AGE MATERIAL 2' MN
..
WM OF ORW404E MATERIAL 2' MN
TYPICAL SECTION OF UNDERDRAIN
N.T,5.
Sm ML
5.3F
BULDING MALL (INTERIOR)
r wwTVU*400F ELECTRICAL CONDUIT
W k.EA ,A»ICTION BOX
STRUCTURAL PLASTIC
3" SCREENED WNT
4r DIAMEitm -
CaNrnErE wEr 1E1L
VARIES
2" INLET PIPE
INy. soy
1`-
GUIDE PLATE
SWW CHECK VALVE •
DISCONNECT ASS 'Y.
4'-r
BLAU
r
r
Mail VA LT Le toot
HA%9 kocE we am
r ram• r
t
i r
ter
t2v
MaLl"y atbaaN
A01 APP t DNA �
J I r
ELAN _"`� •
•
NaM VA0.T LB MALL •
U
HLALMMY a2apN IIAtg tocoo am •
�Ai
Is
0
LOOM* 401IT QUIT
• Z #`
i •
• W II`r
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• J � F
1-I/4• Nary Z {
{.,g• • `y ��� in!to
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r s r♦ WIN r rf • W
F��- ti1Ra >P •
tY tY r �� I • p
tY tare • 0
W oo I rare vie w4wm M •
LLJ
1tlr Non k Nob N' , • z 0
coo ae gd11N1 sw Pan i La N « _ o • W d.
Qlalsl M ODiION - OO R 10-I
• a
•
•
2' METER VAULT 6DDA WITH 3" METER VAULT i
S. N.T.S. O OG
5.3C 5.3B « 5.3A : s N o
Elllll26 GRIM AW SPEaFWADW LEVEL CONTROL&
Pump on. of and alarm atle shall M omerdlod by four (4) rneratry tuW Root
PULP AMODELk awtal... S. - Old oombt of o m•rary tub• eels► aided i a
Pewlp shall be of too oantrlbgd too Nyers mMN W04 20 or •gaol vM an °0ar0•bn-^w•Wnt poypro 00% hou•Wq oleo a minYnw^ or to 2&,iw 2-rk•,
gIIPLIX CONTROL PANEL iagrdT•�bunk In prilar unit and asibmwabN type mow, Ine ptidOr unit @Haar SJDW/A iNlWed aaal•. The aline new be a weflctnH INequ a fe sit the
ter• oapaea t mwNatig d malarial In normal @harm ••w•g• hckbalq nasaldle i•ttb" be. With ne aplmu TM err eentral..hd be suspended Man stolsow
-EY CONDIT SEAL aat foralip objects supoh as - woodmouift
as :M atYriy UtOI 1R irony ihrA/�r line PymP @W ntbbar, DIM aaad =.S
t e0 that •d}t.NMMII ar repaoarMnt may M aeM ra110Ut aM We of
cat w uet•a
dlodhaq pine. 0b•db•N'q• Wdf be r PVC. ;u,•uenk
OPEItAlIN6 GONDI110N5: mp to tun one lounging cyde
Puny •hall ON a ocpooky tt phwtpb dyypat for �2e4�ehena so GPM at a total hood of 45 het shall mp to a far 26 74r BASIN COVER w/LOCKABLE HATCH we a 2 fIP mortar oPeltiYly o ]460 RPM.il cycle for 2 hoUwarVALVE EXTFx9dr NMIOLE PWW meter NINE be of elhe •ubooher•ile type rda0 3 Iwr•p~ at 3450 RPM STALE..
HAMMY
lad lot -flow
Ep N
unm tauAL
1.0 0rr11r MMM
a swim In � M
Moat ROM! me t to&
Molar shd be 460 role. Than OK" matan Old be eIEMA s typ..
.. A am pond "Whin q sta d atlas be pro* Go M - In0*pima, 1M motwtNq
staid Mtaa oonwt of minirwwt 2 galgeWd supped stand Wooded to mac .BIN eM
I deer m IM eorfr, t.o (21 ate angle to lM
TOP GF PLAMP 8rerlpv ELEV, I6.00
States INOLdh shall be of ON qW typo wine Class B Insulation goad for I30• C
( nt•sb•••n •p•r•tlK ompembwe. Ondlq heainq shd be flood whh
wpprta W*W •meal POW and
itadnleaa ate hord.pn. Tie sugpat sand ad mgla aapparq sfloA pa 000tsd .Ith ..,.a
b•••a-•n •p•Ry Debt and dId bar grove green i color,
alarm h adoaMb d that Wbrbaae bearings and seals and tralraMa hoot Mom
NMI, fW
a. ---....,
a"
+indlrpa and roar to auto rotors Which de non he" NMI•
I -Air
dln4afbW o d-fs•d
-- «.t: ,;.i _._ ,.. . ......:.:.sA"g �.\,...`.,^. •.,.., `t..F.� ..,,,,:.r-m
ALA1B,t;
�, ti �C%��Y':
\�
euperlar upablMbas melon aflaR clot bar oaedar•0 equal.
The slam shall hM g brlpht aid lash •Nrlq the hip TM
.:;�: ,.,� - ' TOP OF FINAL r,RIUrO F3Ev. tB.00
Motor dal have two heavy cAfr Oa11 baaringa to woppo t pur" emn Ina take
per water owdiiona
alarm Ilpht .i p• out .Moon UM .also and drops.
2e
Z3
Imdd aM thrust saw and • slgew yuNs outeWlp alr•atlr above too imw ••d
to ids rem bad aid sat are Tame p�h for dmnbr. Bea b•arihpe NwN
14. for SQOOD fN%Nra 0-10 III Sator anal be hoot athYYl itto motor
TECHNICAL SPECIFICATIONS
1.2
HORSEPOWER DUPLEX GRINDER PUMP BASIN PACKAGE
� RAIL MWNnnO FLANGE
A heel semar tTlsTnosol dad bar altaehfd to tap and a motor winding and
WITH DIRECT MOUNTED CONTROL PANEL
LIFTOUr aM1NN. t/4"
rod NaL000w
dad be oaNMated On 1MIM .Nth the mWeilo oontastor toll III am" best to
gap H mars w tsenpraew r•eaboo 221•F. 7herrw@at to raeM
autarhatkdy than molar seals Two Mot ovows. Nell be wood an 3 plea
OENERAU
Farrah aW sold a sully awnhWatl grindr pimp package oalwisting a aq (2)
TISIPHON
ntoto+I,
vbder pwwg+ end molars, bares awerlWy, Onto dedlsI pli deck vol shut
VALuµE P
aM .dray quick -connect dk• rd systaws, MR aMhabe, taw (4) lowd eantroa• eiakdue
aloof lorfl control trodtok jWCOM box, Dalai IhtYg aW eaMrd p".
2" RISER PIPE
TM iOOntan Nmatr poop and grOrWr a1noR dad M a /@Ift aeai+igeS stele
owoew to lake Purbro inlodr and griWr bwlpea•r.
All agJpm•nt dldl b• toctary istage6 Md=t far npw puknp. llgt fNtiop antral
pound mauntYlq hand aid ekarndlyr mantes omual ppnN•
TOP OF svtnu (,RQ%Mp ELEV. 1a00
eralar didl a per ," by t110 mCakalled NMda mON M INI lad(% wllh a ne
atlanlber b•t.sam too soda. ehanebr Mal Bar d Isla to 1@brtpate sq tea
BASH:
.. -
afN
aM to vomm Mat tram daft to auur then,
iM basin ehaM M 46' dametr, alto depth a shown in the Plane, Thelar-basin sea fU•
rnowa etftergiona anw tnae dire aiaafor rar+aos band bnysh�rwttL 11w baktb;M
DISCHARGE INVERT EL£v, 11,50
Bed row shin M oaNpan Ina e@rprnip and lapped to e flabuws a woo Ilght bond.
have our % A tteN mil -Boeotian pea anal M msided
M eleOVOdg old W tmounted b too as01 dhornbr a an•at my water anteriq
we Nurser tMaugh Ow Wvw ad. WW i the do dm shall mauoo g red
bnto`en bottom of OHN basin,
Mpht to OHMan at the emhe bare 7TNa signal NNIwE not otW molar but afnaM
BASH COVERT
NIGH WATER 'ALARM' ELEV, t 1.00
• t as a wo IINp aeri indimlYnq ssrrlw b requkdd
o6we Hhd be providedMM each basin aMMrrbly. Each oaver WHO have a
,
ASlUMWbwkk
IF wow
and alm k� disdoNb,, 1M •owi for Ndtdolbn and rarNtW of too *0 he" a mialomsm of two Pug
PURR IItiLLERk
and a bark hoW. Conan >I+aM be wrsvNocbd a non-7kid. b'Noa� pqa ate NIRh a
dud be a the on open
� ed type
mlrsrnrn 11dol sN a I". The, aevar ekd haw a alrve for mamtinq eM oanTral
tie og
unabotnxIM passige lhrou¢n gr's•W b+P t Mal be
a coat lam Ina afloll M 1lremded onto SwInlM@ stele shaft
pone rnounthq stand Ina an sib for jnoeae boa manum ants to ran d nN . iron
the jLmiion bar■ to too penal momaq slang, Carers did be ooaoa with a baked -den
spp000xkyy paint and shd be On oo1w. Cows did be bated to the basin with
grog grow
•obnlr• Steel erg ear4wa. Zino plotad nuts OWN be wnb•dded In too upper fang• of
&"aDER oalaBTwlcTfat,
too f wglw• bode for asi •arm reebm anae OW to WorOu".
i
Grinder -- - 111 dad moat a grbdar 'IV I aM shndphp rkq erW Old
be 1NNI Oreaty gkhdr
....,. °......
R b•bw the .mute anon inPdbr mbar
threaded ants etdden Malt aW " be looked The
RAL ASSEMBLES:
TM
., .
� .. ^0•w„
wow oat and water,
+may �_b1 shab be p4aasd Into ban haldaa M1alg• br am Nwnovd.
=
If t-art era tots n oaeaNrkeA altar I* Vol easy fag and Installation of too
puNga and lower ehatlk valves wittut need of pasomd onia�Srq too basYt Sbuatlwd
j 607TQM HOLDDOM .
`
dirt are Mraddad with tapped bo&1-aH noise oo dwt aaewe em be
Yana push a flog �hg � Winding a salty OM too
cd•n opoYMt
gale MaMata with guide yaks of suffbanl bowing atrwpth a p i i t bindin dial
bdt to sash pump. TM yoke dad mots own quit nab o} ".minimum of 1 bth
Ibergl000 betel
LAC PUMP "ON' ELEV. 5.50
Bade grlkr apdaa aM •h+debg rig Mal be a 41% stplNgss sad
Pips help m upper rd wpport aW the docmrq• dew, Law
w.rnlnan tram the an s odes. and N quitlad Into a ahaMwed
� in the
y aedkaps cases, A shoulder m each nests •hd bottom m we 44ohagg
"ON"
hardNh•d to li6-60 RoaM+gll C.
mass to fes ro aRlinment for a lack tyht sed. Dud "0' rlwpa etc of eat a h adb
sed aramtl eaalh noade R Is In io apsdWp A wwrMvma
LEAD PUMP ELEv. 4.50
�- RAILS. I" PIPE s
CORROSION PROIECT10MN
.Han Position. braW amMy
en the oben, Ad of the bAd be pro 'do to lade too parts toaefhr WA to pnewnt
bb'M srgss baNn MM OMM 1se and dawig 1•dmga The dedtage shall INN"
`
Ag Iia/1 dal M prpdMW III ye-ir•Oted tie phaspgtf aid ahamim rlsg orW to
and all RHIGINiAnd sustains; empoised � ��
01M
a apertlnq rtw P4ing to Modes'ge owbq .Min ppiq to a IN DI 51s •oupgnq
� 1 Ora bOaN mall.
2" DISCHARGE PIPE ,f
we" to be Al admNf be 302 etddHi etMLa
PUMPS "OFF' ELEY. 2.00
BEARNG ENO CAP:
CHECK VALVEL
A h" duty op" looded at rubber GOMW type dock valve with ant Oran body dad
"goal
tppar meter b•a•g map alhd be saprwaa adtbg for gay mom"
•IW nptaaentent
Ina a loan a too dadwape seal outembau and tR out with too 0-No
assmnbbs, TM wow design shall be ath to allow ear oper Nm noon rsgatirs It•w,
TM ties dsaa ins aripnrl to Operate of a
�DISOiARCf
POr1ER Commwpreuthi
p Yi too aa.r~wawNta:ad.
yaeNoh atatsd by low guilder paleloa,
CASE ..,g'
.v.. , .
Pawn oars and muol mad did be doubts aoaled. 1M paw and range
OWAK r Ned be *40 Strata ceded Will, apsey port oempoald aM ohm
elirrlped b Wp1ose .Nh rulMr seal buahty to seal alterInj9amM� ogalst
and to pro+lde for aoYl pule. Gana• dodo wNhstaW a phN1 a 3G0 pamd• NOV"a
A flat set stainless Ste h
Sov qt Hardee molded into the BNna N ftAbor gappa Ned
too hrnbh•a i order to pnraht ooN•ctbn of do" i the soak V", AM of eHmra
and be gtoWm ales.
meet UL rowAarnehta.
(ELEVATIONS FOR STRUCTURE NORTH OF PHASE I: POND B)
insulation a parr end emtrd elude dad be type 90tr/50N-A. Blo4""
oe
(DUPLEX)
and Per aordo Old haw a grim ="W grand 00"A Nor tat ouo&md to
meta /rpm•.
RAIL SUPPORT
DISCHARGE INWNa
Schedule, 40 PVC dsdlapa p*4 Ned 0 Nod to that satanry aborq•
3-10ullc (COVER f70.TS)
he•• IM ONW46 O and tambwt• at a r 41sol g ♦♦a" mounted an war
38 1n�2 DIA, B.0
basin at too MLpkt dwen i 1M plus. Tie dlodnage Range did haw a r
ECILIALLY 1 ACFD AS SHOO
NPi NO (48 bsaia) lion attocl,lp amend dbalrrgs pbPb4
SHUT OFF VALVE&
PVC tow union bell
~ of vdwe .ion T•flan •eabH and be furnished48
TOP OF PUMP
otTwo
an
men wm 2 Z• om tMInternal
wrha aktahNm yhondlae did he wNppe bd,th bS
424
I.TIAL TOPall
and M ehlppsd loose ter R11d
I'-6'
DIAMETER
CONCRETE
IM our
DIET WELL
TJM ilttm Mn Ntg be aom4Vaad of atntbNal ploow for corrakn nrlsanw and
f ed thteanw to owukty and maebanioal Thar
5"-3"
a quaee wome Junction box
atoll hew a lugy, ""Lied now that Is held A peas by �tour .) ••Pliht stanlsss
.
�....- sue.,.<...,...
steel scare with Deft of ade*wrTm alas ao that tray may essby 6e iotrllod aM
Tls I1eade
-. Y
2• INLET
fwro&od %coma too NMs a p@abd tads. a lM arena algid be touft
moapsill" go Snot ea rnKd pans are s0•••d iM ogvr gthaa W iatsl•d to Von
d0yy a by totdr
_
PPE
DISCNiAROE N
CC00nnTTRR00LL uoO
BRACNET, SBT
mabk UM jrweNn boa meals or a aorroebn-radetana• tathr to
pMnbt`rapp60 we eeutr Owing swwm
-
INV. 7.15
PLAN
An adeq@ate rrwlber at sealing-tWe cad grips ands be supplied for hcwlt nq pump
level 1HIe be
WATER "
2" BALL vuvE, PVC
and anad ore. awd grips shd mode of non-awl"J" macaw. wan
a PVC a nylon. and "I wwivo on ethic" Nod wound the wi• jlaiet The cord
.:
C.O.
HIGH
TRUE UMMCN, BLOCKED TYPE
Orlin Mel seal to per jectlon be. .41. an 0 tkrq r gooks[.
:.:^."''.
,,.
LAG PUMP "
b-
llM JNonetMan bark elMb haw PVC solvw veld •a" type mlddt hap a adequata eta@
to a00a1wMlt the NMlnbw at tip r@gLA Tar plug aid " OanOr+f apwatton,
LEAD PUMP "
line tits end be •@Ned by an addend EY type a•Ia-oR (srgpMl•d by whoa)
48" DUPLEX CONCRETE STORMDRAINAGE GRINDER PUMP STATION
w that tam the conwit r gqeroauuMeta will not antr the enalaim
TM baits of Now endoevre OM be of odoWdite sic• to oseanwnerlets the .Ise and
oermootarw for pump and awl control operation.
PUMPS "OFF"
N.T.S.
PUMP STATION BOTTOM
lIw wow runniq Mtwsen too am" po" and tie jnnetlon bark and M a•Ir�odsd
E V. OLE 70
aM lartsMd to 1M gulp end NvN canbaa by meem a ed@ -Wr e0ed and
iwNlaaa twat ladU r arrrg aarwe%W&
The jmtton bm shall be doOrAd to IEMA 6 standIrds far occasional aAwwergmw.
(ELEVATIONS FOR PHASE t POND A)
5.3G ^ (SIMPLEX)
•
•
OF
W
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V
•
•
•
•
•
NOTE: •
CONSTRUCT A DUPLEX PUMP STATION FOR
PHASE LPOND B. ONLY INSTALL ONE OF THE •
TWD GRIAIDIER PUMPS N THE PUMP STATION.
CONSTRUCT A SIMPLEX MANHOLE FOR PHASE
•
I.POHID A, INSTALL THE REMAINING PUMP IN •
THE SIMPLEX PUMP STATION. WHEN •
CONSTRUCTON IS CM2UIt ROAM THE PULP •
FROM THE SIMPLEX PUMP STATION AND INSTALL •
IT N THE DUPLEX PUMP STATION, THE SIMPLEX
MANKII INLL 74M BE CONVERTED INTO A
•
STORM DRANAOE MANHOLE. •
•
•
a
ale
a
•
Z
•
STATION ELEV, 12.25
U
0
e
] 2
•
•
GROUND ELEV, 11.25 •
•
•
e
•
°u
Fkill T
V
•
•
asc
F
M9
♦
♦
:
J
Z
y
Z Z
2
•
•
♦
A< 0
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w
0 W
Z
•
W
VERT ELEv. 10.00 •
m
>h e
M
LL
�a
m Z
M Or
iT
•
•ca
0
ALARM" ELEV. 9.00
F
n ]
i
a
IncIT
N
ON• ELEV. 2,70 :
•
•
GIa
•
ELEv. 1,70 •
�
i■i .a�
NON
O
s
5.3E ;
UTILITY DETAILS
•
TOTAL
%1

U
FRONT NEW
8' NO
VARIABLE AS DIRECTED BY THE ENGINEER
wow
\\\ a 60 MLO ML
17
_ EnLNa ' 1•W1 x NWI1 •AIL
/ 1 I
(PERSPECTIVE VIEW RRDa
NO WALE•MIA�.p• r WY EixRI am WAR dent
w447 dAa'r F"D 011 10i Me "MOM
4aRK 1N s ■{M1IN APE wan
(iul ML. FEW r w M4iaEL
r1rE1
•ROIL
~ INNS 1 Wr 40 OLra 6ROSL
1�..tW". AND
ms[
Met t1Or
SECTION THRU BASIN. FILTER AND CULVERT PIPE
NO SCALE
GRAVEL & RIP RAP HORSESHOE INLET PROTECTION
RT,S.
r
?I ::LIB � -:A'�"��'Lk,ilra! �' :i'•
lam IIDru= F1410 am
SMIIIEINC NAT 1111111 2P5F
IG�M00 s SOWNMr
N.T.S.
4 -
�x: '
r� A
�_
FLOW DISTRIBUTION DEVICE
N.T.S.
NOTES:
POSITIVE GRADE MIST BE PROMIM TO ASSUME Dft%KL IF SLOPE
EK09M 21L SEED AND MULCH MOWN, TRY NDT TO BI(OEED BaY (WON
VVflACRE88_ MFSlIL7� MAXIMUM OA - 5 ACRES WITHOUT SUPPORTING
vL:C6: o�aE® AT THE TIP OF SLOPES MIST OWN OM AN
APPROVED SLOPE SRAM, BERRt/OIrTN 6 MOST COM101tY USED,
O. MW+M COMPACHON OF ALL FILL B REQUIRED, ONERSDNS
SUFFICIENT TO UNIMC ALL SEDIM NT-LADEM STOIWWIM INTO A
SEDNEM CONTROL DEVICE MUST HE INSTALLED PRIOR TO CLEARING AND
GRUBBING OF THE AREA,
b. OIVERSDHB SMOUB BE LOCATED TO HeIIUE GARAGE OUWG
CONSTRUCTION OPOWICHS
d. D WBIBMOKIS SHp.L BE SEEDED, AND MULCTED IF THEY ARE TO
RDIAN N RACED OM 30 GOYS.
d. CHECK DEVICE AFTER EACH RAN. BUT ONCE A NEB( RBGIR)ENS,
REPARt AS NOCE'SSAR'F,
TEMPORARY DIVERSION BERM/DITCH DETAIL
N.T.S.
5AD
5AH
5.4J
REE PROTECTION NOT
AT THE START OF MADMNi INVOLVING THE STRIPPING OF TOPSOIL OR
LOWERING OF ENSTNG GRADE AROUP0 A TII A CLEAN. SHARP, VElIt AL
CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA THE SAME THE
AS OTHER ERO" CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE OUT
FURTHEST AWAY FROM THE TREE TRUNK.
NO STORAGE OF MATERIALS, FILL OR EQUIPMENT SHALL BE PERMITTED NtTIWN
THE PROTECTED AREA, AND NO V&SPASSNC SHALL BE ALLOWED VAIM THE
BOUNDARY OF THE PROTECTED AREA, AND SMALL IE 8O NOTED ON THE
ORADNQ AND EROSION CONTROL PLANS AND POSTED ON THE PROTECTION
FENCE A PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT 10
DEGRADATION BY SUN. VIND. AND MOISTURE FOR THE DURATION OF THE
CONSTRUCTION SMALL IE INSTALLED AT 1HE SAME TIME AS THE EROSION
CONTROL MEASURES, AND SHALL REMAIN N PLACE UNTIL ALL CONSTRUCTION
IN THE TACIRTY OF THE TREES HAS SEEM COMPLETED.
90 MAIFIOALS ,SHALL BE STOO(PLED, NOR EQUIPMENT PARKED tit REPLAMED.
NOR OIL OR GASOLINE DUMPED MTHN THE DRIP NE OF A TREE SCHEDULED
TO REMAIN.
IF WORT( IS REOUM(ED TO TAKE PLACE WITHHRN 1HE ORIPLI6E OF A TREE. THE
CONTRACTOR PERFORYIO SUCH WOAX YA L BE REQUIRED TO COORDINATE
PLACEMENT OF A PROlEO11YE BANNER OVER THE AFFECTED PORTON OF THE
TREES ROOT SYSTEM CONSISTNO OF 4 INCHES OF HARDWOOD MULCH BELOW
WOW LOGGING MAYS THAT ARE TOPPED OF VAIN 4 ADDITIONAL INCHES OF
HARDWOOD MULCH. THIS BARRIER SHALL BE SO4MXLM 10 BE REMOVED
WEDIATELY UPON COMPLETION OF WORK N THE AREA
TREES DANA= BY CONSTRUCTION OPERATIONS OR AS A RESULT OF
NEGLIGENCE ON THE PART OF ANY CONTRACTOR SHALL BE REPLACED BY AN
APPROVED TREE SURGEON WITH ALL COSTS BORNE BY THE CONTRACTOR THAT
CAUSED THE DAMAGE ANY TREE DAMAGED BEYOND SATISFACTORY REPAIR
SHALL BE RDKhW AND REPLACED AT THE EIWEENSE OF THE FEStO14IBLE
CONTRACTOR, REPLACCINNENT TREES SHALL BE COMPARABLE MARKET COST
AND OF A SPECIES SELECTED BY THE ARCHITECT,
�.
DUSTINGTREE TREE PROTECTION AREA B^
y DO NOT ENTER
PROTECTORA PARA LOSS ARBOI£5
J - - SIGN DETAIL
POST MAY Of EITHER 4'DIA PINE.
2' DIN. OAK, OR 1.33 LB/LF STEEL
M_ATHERPRODF SIGN
O/C MAX.. As sHDxN ABOVE
' ORANGE, UV RESISTANT,
i HKi1-TENSILE STRENGTH,
POLY BARRICADE FABRIC
OY
Q1RggADIE
INSTALL TREE PROTECTION FENCE r SIGNAGE PRIOR TO CALLWG FOR THE
INITIAL ON -SITE INSPECTION BY THE TOWN OF MOREHEAD CITY ZONING INSPECTOR.
NOTES;
- WARNING SIGNS 10 BE MADE OF DURABLE, 'WEATHERPROOF MATERIAL.
LETTERS ARE TO BE 3' HIGH MIN., CLEARLY LEGIBLE AND SPACED AS DETAILED.
- SIGNS ARE TO BE PLACED NO GREATER THAN 75' ON CENTER
- PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREA AM 75' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERK ETEH, PROMDE NO LESS TxA ONE
SIGN PER PROTECTION AREA.
- ATTACH SIGNS SECURELY TO FENCE POSTS AND FAERC.
- MAINTAIN TREE PROTECTION FENCE POSTS AND FABRIC.
- ADDITIONAL SIGNS MAY BE REWIRED BY THE TOWN OF MOREHEAD GTY INSPECTION DEPARTMENT
BASED ON ACTUAL FIELD CONpT1ONS
TREE PROTECTION FENCE
..
4'
TRMPFHRAIZY SEEDING SCHEDULE AND DATES Ff]R THE COASTAL PLAIN
'
1N ND PRPAILL10eM 2 TWAC
'16Q >INAPeOs
Is
0-20--0� HJN�.iAQ (AFIDI
ASPHALT TAM Pm GAL/ESL or Nam
�
'
3 Al�IMY E - IIIS 01
.•t:
{D CCIA !0 LRL/AC.
Y
AC.
NOMW OR ROES LEWAEWE2A (..M 80QNIA
Y WR sl)
i
FEN= s0 L•L/^IL
rOWN iu OR OK1LFWAfiA (WOAAtR01 Net ��
..
�
1 NAE•IARY SIi
Y
TAILIeWGI
'>
EKaamm a NOW uLPam (LwOMBHBO) m In Arc,
ROE MW 20 W./AG
'
FM •OM EI OR 91EM ADD 20 LN./AO. WWWA LEPOM4
PERMANENT SEEDING SCHEDULE FOR THE COASTAL PLAIN'
IOL2AM61 1LEARMIDlA/RAWW 10 uVA0.
A fAN1M01dn >b LRR/AQ
41MOM
GIMW t1eE[f 10 i0[/AL
AARL I - L15
;
`'*� ,.,.�!
„• .,,.,,,os�? ,,.ter � ' ,. ."
7 FIYNN t
SLOPE
E (p
an FILL ORO R .
MOPED
COMPACTED FILL
(TERM
1W ELEVATION OF STOBNWMLTER
S?OM V
DESIGN OF 5PILWAY5 �3
DWSTNO SLOPE
ORARIAAE AIEA TOR LENGTH
(AGIEWI � CLASS 1 RP -RAP fEIER FAING
2 6A
s u
Izo SIDE VIEW
D•EN5 SOWN ARE .MRRI
HEIGHT t WID7N DEIFJTMPRFB BY
COST" TOPOGRAPHY AM
SMWEMIT STORALE REDOUND.
KEY RIP RAP 1111111) Tie DAM
FOR STABILIZATION.
4P
FRONTME
IGNORE xOPE
STEP SEQUENCE
CHECK DAM
N.T.S.
5.4C
5.4G
i
r
SIDE VIEW
SIEEE POST
1104111111 RM FABIC
UGE SILT FEOICC ONLYY���RIWHEN OV= AIWA (ieD1EXTI.E FABRIC SILT FENCE
AM AND
�0 IN O TW FLOW.. OEM N
0 OF SILT FENCE MIST BE TUIM UFFRL" 36' s flllF SLOPE
2d"
uRID16TIMED FVIRRH IL-
�R B e1N COYNDI OVER wa
24" AMICIIOR RIaR'T AS OPENED BY ENGINEER
FCR NEPAIIR OF SLY MCC FAL'00 UM /O7 WISHED 210N[
FOR ANCHOR %HEIR ELT FENCE S VRP7M:W OA7CN DAM
SILT FENCE FOR SMALL DRAINAGE AREAS LESS THAN ONE ACRE
N.T.S.
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5.4P
NOTE.
STRUCTURAL STONE SHALL BE
({LASS "B-) STONE FOR EROSION
CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHALL
BE NO, 5 OR NO. 57 STONE.
CULT Me1K
- a" MIN
1• Y A%
1�
TOP VIEW
FRONT VIEW
SILT FENCE STONE OUTLET DETAIL
NIS
5.413
5.4F
+� moms :
. NWOT A 5 D7 E67 4Mr•1 :71w tlNwl
K UNG FAO 70 E f01 x 20'W x W10 AT APlNGM[ AT ALL PQNS # NPEW6 •
IM 9 LW& NS Ii OTTI 1p
A 11FIWmK 11N&Y Ir Ae1,7lf # M 0L11R AM
L T4MW W *ADM WUIFKNW 10 I/iLY 1NAMwOMMNR WANT •L pplq[p •
AOODOMI AX LARGE IV= N 10 N :
mQWoe°I'm R 0 eiAYM�MLQuM IAN.INO
t� uwl
4 MUST K NARIIMEO N A OM"M 0 X, let
WNGE WILL MmplT 111Ap•S ER KWpT pIF •
lW011[#1WmIL�O 0019uiL n b
• ` -�
NLRWWARTI KMv mdNE xA1Wtr. )b
EORM THE NImMTRy, MAT K CLEARED UP • 02
•• � /
H. CULT RM 1R 1111111 PMVNC N FLAIR S HALL K : Z "FL0
um SO Law OSY� Me IYm A 9"Mumm
SIOW
��p1� _ •
1Ra� EMRMIfY # WAMPeOR AREE3 BII�ITMTIE ri7iM! OR M rrW1') •
Peet ROOMY, •
ALp/�7R •
*ft1 D ONE PN21%110R�0.1pA %OMaEMIC ,"•,Ir:•� i}
FWIA11pWLY RLS'UI•WIL F9O01MRT An ioomim 04 • Z II
71E AHNAWGK KWASLrmutY PEE( Sa1sp lOIIDNT •
:EDUJ
• C ?S TI
FAMM WIW 1e01E W } 1
CROSS SECTION • z
• E
W it.,
TEMPORARY CONSTRUCTION ENTRANCE /EXIT 0
N.T.S. • za 1�tf
• Q � i.- 1
5.4Ai ,r sl;
1
1
tI1BL FDIR
1
1
1
i
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yTy ps # 1
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otDlrLoln 1
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ma
P4TIIMLY oOePLM STORM
I N I L K MROIECID 4T M 90 OF EAOI
DAY ON AOOORWAR[ WIN Ml[ 0914111.111.
10YEAR
Locallm
AmA
'A'
INANIity
T
RAbX1QI
'C
Diets
Sub
1LY
T
Rmgh1NRR
.1
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Rm
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1.
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Flux
Vd.
Flax
Da.
PIE
Mn, 51
REMARKS
I:oxar
Flom T6
Aa
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eft
IN
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O
CU40
MH47
0100
7.9
0.5
2.T7
2.77
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21.00
10
13.06
A111W1
10.
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15
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4.75
MFN7
MFI4B
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OD0
2.77
p.419
9B
21.30
12.9E
12.5E
1.053
4.34
IO.BO
75
-
MRCP
7.O
MH40
DA00
79
D
OM
2.77
0.013
113
21.00
12AS
11.3
1 1B
4.ZB
10.87
15
0,1
HOPE
7.3
A049
Mi50
0230
T9
DA
O.7S
3.4a
O.D13
15
15.50
112
11.0E
1.OW
4.51
11.90
15
Q.29%
HDPE
305
LIR50
MH51
ODDO
79
0
OA0
5.40
O.D73
50
17.75
10.9E
103E
JOSS
4.57
TIA2
15
02B1L
ROPE
6.55
MH51
MH7
04100
7.9
0
BAD
3.49
0.D73
!i0
16.50
10.25
8.6E
1.000
4.51
IFFO
15
02
HOPE
5
Fixn
NOTE: THE SEGMENT OFAD43
TO THE NORTH WEST CORNER
OF WAYNE WEST HAS BEEN ;
REMOVED. THE REMAINING
PORTION OF THE PIPE RUN
E SHALL REMAIN THE SAME.
/ati)n Aa [NEfIGATEa IN PLANS
BELL END of PIPE
TO FACE OF IVdL
PLAN
FOOTIMa
IMF GON4T. J03NT I8 U5E0O DONE
Q N 0 END ELEVATION '„Xn
t� OCWE 8 IN NIpe:LLL NITH AEINPORGED Ca 11- PIPE
T�\ ��T� PIPE slNc E P1rt n6Ue E PICK --
,r , 1 I
Qu 15' ,e E4 ao ae" w^ b a Ie :� oo ae AR"_-- 45"_
"S„ Y 3 ..2 5 .8 n3n n`n ^4 t Y .5: Yt
_1_.1 9fY- - `R 2 1 I a Y Y Y Y 3 Y
OWL a PILL a 2 a a 4 s a 3
L ] A 5
+• TOTAL ENS. 9 9 14 14 19 • 55 a B5 tY IY la 19 t8 4 TT 9Y
C... GPT1- G RTANGTIO Jo1017
OINENaIN• Asa CaGETE QUAI.TITIm
ELEVATION Uellq co gxm rTPE
_......._..-_...__ -_
LLagN GIESIEM6 6I UOLE PIP OOINLE PIPE
P x 6 - a T �8 roe N L ION
16" 9' 3" 1' 9" Y' 9" 214" • PT2• 1-6" 0.7x• 2" ]'. F" 1.0
1a" a'-]" ,• o�^ a'Y".�NiS^• io" -a-.' 1.o s'-7'. N'-11^: 1.a
4'-6" 8" to" ' a':o^ 1.6 5'a" 1 r-S RA
..80„ 4'-0' -ar-a•, 4'-]^ 41�" 11 Yt' S-2" a.a 4'-a" _sn
W. 15'-5" 2'-6'I 6'.6^ 4$L 14 .1 -0°- a.4 5'-0. 11'-01, 4.5
42" a'-T• 9'-1 e'.4^ !ly" 1111'x'-a^ ,.a s'-t0" Id'-a•1 6.0
4B' 7L2• a134" _ 11W,.-A" 6_0 6'-a" •-0° z1. 6.0
•NEE ■EEr a - -
n
®R
AD AREA [RAIN
CI CURB INLET
ru CULVERT
HW HFAOWALL
JR JUNCTION BW(
MH MANHOLE
TW TAILwALL
5.4L
STONE FILTER OR PLYWOOD INLET PROTECTION
N,T,S,
1. LAY M SOCK 04 LION WINE OF INS SVLCLM ON /q SD[ 00 1r SOTMON NOW 10 ALLOW
POOL ORNNOWL 1E FOUNDATION "" W DEAYAIM AT L[AV G RICH ODAN 1E OW OF
M /TOIM DRA•L FLAK SHE NOTION ROW OF M ■M AGOW M M # INE ORION DRAM
MR IAIERAL 11/POIT AND 70 AVOID "WHOM Wd OEERFIAN OOOIIRL / 1ETDM• OKE LASFAL
pYEAILY Af NAMDMK QOM pK OWAKLR(,Ep00 [IIID[ 11Nd10N aDOK OFD110L
I CURE MEIN IBM I/2-RGN me2r�L OM ALL KM WON* 10 HOLD CuvR M FLAG[
K00( = MM 4 RAT$ W1O MORROW IT 1) AN EEVI PLACED I � 0�07 li f D O E
III[ IIOEDF
1p/p1ARY smomwT
FOOL DENBO M6
I%N
WILNx.
BLOCK AND GRAVEL DROP INLET PROTECTION
N.TS.
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLACE 2 MB "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42'
AND OVER WITH A MINIMUM OF V COVER AND A LENGTH OF B" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
00 NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENOWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
' NOTE: ENDWALL LENGTHS SPECIFIED ON UTILITY PLAN
5.4E
5AK
o l+l A !111i
• Ill=
O
U 3
z
�
o c
Lul
w
1
O
0. 0.
w
a
T
L?n
W a O
a
o m
z >_
F- mLJ
0M U 3\
O U0. O
C,
•
N
�r
Z~u, L3
•
•
•
0�211
i
i�oCp IS
•
• `
�_�Zw
wHwC
• �M Z riww1 M
#i
• Z
u Fa
DU��
• O R
UU
G7 E N}L,}
• D �
• 4 F •
• U r
LUL DO �L
z J °
.40��
• W__I W 0
• ! Z
•CO 4M0N,.
LLLs
j Z
a J 6 Lu
OM
: A � 0 Z
W
a¢ CL d
D U HO �
(3
• R D Z
z J't
TA Wmg=
• M N W
• L ;i
i
Lu
o Ic
I � 0
i E '0
x to v3
wz��
•mc
•
F�,m
i
•
•
i p
SHEET a a
•
; G -5.4 •
5ANr 'a
•
• ,o
DETAILS • TOTAL •
BaB.oT
& EROSION CONTROL
1i �i ) ti' i ', 11t •. , 3 11 1 � `, '4 :,ti i 1 ;' ; 3 i I I 1 .
'I'fCl.�it9rti 23:C':2i ;~SC:Sde

u
EOP
Il t4 "
PI ANT LIST:
PLANTING NOTES:
.
ALL PLANTS SHALL MEET OR ERCEED THE MINIMUM STANDARDS SET BY THE U,S.0A4. STANDARD
•
EOP
FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN INC„
i
WASHINGTON, D.C.
•
MULCH ALL TREES AND PLANRNG BEDS As NOTED ON DRAWING, ALL PLANT ORouPPM ARE
EDP
CONSIDERED PLANAMO BEDS.
•
•
EOP
LANDSCAPED CONTRACTOR SHALL VERiY UTLITY AND STORM DRAINADE LOCATIONS IN THE
i
FIELD PRIOR TO BEGYINNG CONSTRUCTION,
•
•
LANDSCAPE CONTRACTOR WALL SEED AREAS DEPWATID ON PLAN PER SPECIFICATIOM
sEcnON 02920,
1�
LANDSCAPE CONTRACTOR SHALL INSTALL PLANTS DESIGNATED ON PLAN PER SPECIFICATION
EISECTION 02831,
OSTING VEGETATION MUST DE PROTECTED, NO EMW EMT OR
• Y ,
= "'
i�
DISTURBANCE MiATSOEVER IS PERMDTED INSIDE THE DRp LINE OF THE TREE
e'AWAW PI r&%r err a A&M FM I rATM 11F TRFF PROTECIM AlWAi.
1200 —
_ ?
CROwN OF ROOT BALL SHALL BEAR SAME RELATION
((OR SLIGHTLY ABOVE TO R ED GRADE AS R •
m�•.�r.AAn AOfiE TO PREvgVS PLACE ON SUBORAOE PEDESTAL
PNE BARK MULCH 75nMn (3") MIN.
CREATE SOl SAAICER Wlhi TOPSOIL 150mm (6) YIN. •
•
•
FOLD DOWN OR OUT AND REMOVE TOP I r]� OF BURLAP •
���•ar.i� IF NON-B100ECRAMBLE WRAP IS USED. fAEMOW TOTALLY. TOPSOIL w OR CLEAN SUBSOL BACKFlLL
PREPARED SUBSOIL PEDESTAL i o�
DOUBLE SHRUB aLANTNO 30
0
MIN, i
(12") : u i1 F]
CONIFEROUS TREE PLANTING - HEAVY DUTY • G ' 4
N.T.S. 0 e V U
• MC + F L
L V�
KEY
IND. IMIENVIC NNE NAME
ISM
SPACING
I ROOT
PtEMMM
N
6 p— *gI^k• RW Gods
r Ga Ir H mR
so
M"C wd
ay
IS Olk
r ovs Is N miK
Bes
MWWAd !p"Maw
AD
16 AM Tdo"t
•a, M N mR
w
N•LSIAd
PC
16 ohtu•nAla Plotoul p
•• lamrMM b SM& lo••.r
Mc
µ OArll•ra
IN 11•r1AE11
i
330 OWN RaM1
ry
100 ft
>W
176 a
u
300 .< ro•me••• 'AxnaW Dosimbbit
•
•
•
• ♦
• •
WO
zz
J Z
(yaN
_
i • /i�
o • W
z aW
W
D z
P :
•
0� F6
R
o i
n •
•Cd
W N W a
L W ;i
a
8
• .c
F
It �4
S � N
GRAPHIC SCALE
If plant counts on drawing differ from plant counts on plant list, than plant count on drawing shall govern. Mont height/caliper requirement
governs over container size. •
L Imb . to R •
PLANTING PLAN •TOTAL •
A •

CIVIL AND STRUCTURAL ENC I NEER:
STEWART ENGINEERING, P.A.
CONSULTiN6 ENGINEERS
Morrisville, North Carolina
(CIM) 380-D-150
hayes I howell
PRCFESSIONAL ASSOCIATION
ARCS 7C.,75
SOUTHERN PINES, NOR7H CAROL I NA
910-b�i2-'7316
MECHANICAL, PLUMBING ENGINEER:
PROFE5510NAL EN&NEERIN6 A550CIATION
CONSULTIN6 ENGINEERS
Charlotte, North Coroiira
(704) ?Id4-g5OO
G-O.i EXISTING CONDITIONS
G-I.I DEMOLITION PLAN - PHASE I
C-1.2 DEMOLITION PLAN - PHASE II
G-2.1 SITE PLAN - PHASE 1
G-2.2 SITE PLAN - PHASE II
G-2.3 GEOMETRY PLAN
G-3.1 UTILITY PLAN - PHASE I
G-3.2 UTILITY PLAN - PHASE II
G-3.3 SANITARY SEWER PLAN & PROFLE
G-4.1 6RADINC 8 EROSION CONTROL PLAN - PHASE 1
G-4.2 GRADING & ER05ION CONTROL PLAN - PHASE 11
6-4.3 570RMWATER MANAGEMENT 6RAD1N6 PLAN
G-5.1 SITE DETAILS
6-5.2 UTILITY DETAILS
G-5.3 UTILITY DETAILS
G-5.4 6RADIN6 e ER0510N GONTROL DETAILS
L-I PLANTING PLAN
DEGEMBER 15, 2002
ELECTRICAL ENGINEER:
HAAS AND KENNEDY ENGINEERING, P.A.
CONSUL7IN6 ENGINEER5
Charlotte, North Coroiino
(104) 333-65clO
C�'�F��'�kFT uC)Iu�I�"�L�iIT�' u()LL1�,C��{;ADDITIONS & RENOVATIONS
MOREHEAD CITY, NORTH CAROLINA
NORTH GARCLfNA LINV; . "!.4`ATAL
MANAGE1;4ENT CGtc':''I �iVN
DIV151ON OF WATER ULIALITX -A
1 Z - Fe6 zcv_5
RECEIVED
DEC 19 2002
DWQ
PROD # `♦�� U Div L?
Projact No. G1005
STOR.MVNIATER
MANAGEMENT
PLAN
CART
SET NO.
I

O
h,14 Co
I - O O O C
Cur c OFPIP
3
3 rd
RIM - 2^
W\' <.
RIM ?3186'
LIENCM ! 16.97' - --
NV - 7 v6' ! iC wRL OAF �s
WIN P
ss-
IN
LP
COONC. !
TEL
rs -
1
RM
BENC.�t 1 t G2� � , r'� � _ ` 1 i Q 1 Ji'.
Iva- 15.53'
Mk r j CONC ~+ ��r !x - I
OHE '� ! TEL IrQOD
ELC / NRICII
/ r et cove ), PAo
WM
la
x f t P
oPTc UNDER .-OCR AD I_Jx 1 P �r
cHou ND
L� TANK I� f TEL
/ l
'•1 /� \ I
S
rlrD PP �r I LI _ _ __...... .-.. I� r_, jlrlj�J�
f ,, ra. i � . -- _ - lil
I
EP IC
BO ELC
I ... TEL L
�- c�• 0Gb SP MII I I X I ! `+ I,1
� LPG r r
!! ` V �l j U
`7A` 21' 24'METAL PIPE
{\\ SCN aI r _ _ ORIGINS OF METAL
12' RCP �_2 _ G _ PP
,
/
- 4
I
NOT KNOWN-SD---� - �
_- -50--' - 50'--Sp
INV-
1E�T: \ j _12•RCP D. 1rw5v. o"F FFP
T ✓ i!$ fI '} 6.6 Al I- Irl,C, RL. •EHA'�NZ L!Nn, CDO Qp/C '>' - �iri,�
.,, L . \ � I . I :v. / WOOD . r.,P i. DRIVE
�1• i�l r� '"�� 1 TRANING +.u=; II PAD
D
TEL STRUC CURES
Ix
INV. LIGH � +�
RCP r �- { I PAO
-
I
'� ! ,, j; �"l �. b�• _ '' - INV. � 21 _ _ �
6"METAL IVY. B' / 11l
8.6 pVC z - -{ LP 1
INV. E.
10"RBUBBLR
_ T�
INV. _ ! -, HEADWALL
ORIOrNS III
-OS- �
�,r NOT KNOWN 1NY.
LP 1 LP Wr .I J ... a-7
L1111'A
VY, f F `OSd" ROP 1J L❑ --- CONIC 10"META L ~Q - I PAD �xI7.a/!NV I1j/ Gov �'
r
I li I i R'M _ tC 91 �Q TEL
ALARM /
BENCH - 7.36' �� ri
p �I �R G1i9S OF + $ l Nr 7.0? �S �I La POST
's- -- _i a METk 1I- _
CCNC� TrI Tom_. NPP
OT xr:owN ' _ _ !t Mc - =� i 2
f lI ! 1 1 r �, -- •� i I' o'�
PAP�IyG I � ff
li CO, 1 I I Q S FOR
1 O META, PIPE �G y O Lp - E� - IS
_
II i n4l i f L �� QI ISsI ROOF ION OF
URA PORTION CF
BLDG- 208 WAYNE + ASrnA T i - t.,,.. eLeC� LP
WEST- PARNIk �.
G v I}
T
I CONCRETE
/ I L
Ell I .... �� INv� 9.0'
i E'`L O +i LJ J 'yV A I� IL '���` --..._ • \\\ \\ ,� O`O�
2
HYD
fIfLimr /
V M �6°PVC -� 'w >_
�-i--7
COr i cx Ct7eL.E I I 30" RCP - _ `M - _ _ M - -M _ \ __—-�� _
kl ! yn `INV 4.8' /
r PP
/
$'PVC ,'z-55-
r' f WVS
uc ELc �-�n - ---ss
PP Ss-- SS- Sg-
I MH - LI- ON
I RIM = 9.7?' -
f BENCH = 4.�T rr `Lp / - __-_ DROP INLET .-._� = 0.20'
/ INV. = 3.92 I��'r '_/ C GRATE - 8-3'MIS
1 p BOTTOM -0.9b'
INV, = 4.1' -
I _
©4 �{
h LP \ DNop INLET G 4TF = 4.88'
n ` fc r 1 GRaTz = 6 A
WOOD -_
`���'CK'T rENCt
/ LP �, I TIZANS \ lr..DtiC 1
YYY 30" RCP
-` INV 3.4' �
nI
i
GR.NIE = 4,62'
/ - - INV -- 0-21'
)? MH O U6 I METER
ELC Box r
I Il' MH •._-_.__-_. ____-__...- - � _. _--__. I In
�5 MN 8 P
601 ELEC N
�� DIID �ND
��� MH I it LP
MH MH OUTLET 1 �DN(- P
PIPE o i fJJ FAD PIPIPEMM MH III INV= -1.11
O
MH `/�h�
"-' ALARM I
MH
STORM
WATER r _ T„5
SYSTEM
iii �\
, V rT l "r 7 r rj r� - 1 5
Ash STROUD ENGINEERING, P.A.
181-A NO HIGHWAY 24MOREHEAP
CITY• NC 28657
[phone]MollJOSEPH
T. CHANCE, P.L.S.
ill!
TOPOGRAPHICAL AND LOCATION SURVEY
•
CARTERET COMMUNITY COLLEGE
MOREHEAD TOWNSHIP, CARTERET COUNTY. NORM CAROLINA
•
:
•
•
No. NAME TYPE
•
:
•
109 HRD BLOC- - ASBESTOS SIDED OFFICE
•
115 STRUCTURE - MASONITE SIDED OFFICE PR
PROGRAM OFFICE
• {n
208 D_ wq F WEST - TIN METAL BLDG.
• G
•
VOCATI(1I SHOP
Al CLASSROOM BLDG.
: 7
•
210 MAINTENANCE BLDG. - BLOCK BLDG.
• X
2t2 MARIICULTURE BLOC- - TIN METAL BLDG.
301 ROBERT B 1H]WARD - BRICK BLDG-
CLASROOM BLDG
•
•
3705 LAW ENFORCEMENT BLDG. - VINYL SDED k BRICK
• C' W
• Z
3801 MOBIL CLASSROOM
; UN I�'' , Lu
3901 MOBILE CLASROOM
• LSO C Z
\
• "-o = a r` �
SETBACKS
•
15' FRONT
(ALONG R/w OE
•
US HWY 70,
•
WALLACE RD.
ar BANKS ST.)
•
15' REAR
•
C
7' SIDES
•
•
: W
Z
-A
LEGEND
J O a
EIR IRON ROD
ZJ
EXISTING
Ell EXISTING JRON PIPE
•
;
EPK EXISTING PK NAIL
ECM EXISTING CONIC. MON-
ERRS EXISTING I SPIKE
SIR SET IRON ROD
• ` U
• r
•
CP CALCULATED POINT
I HIGH
IT -
± O O'-
MEAN WATER
%F NOW OR FORMERLY
• Z' Z
M MAP BOOK
PG PAGE Do DEED BOOK
z
; W
PP POWER POLE
•
LP LJGHi POLE
•
SIR SERVICE POLE
ONE OVERHEAD ELECTRIC
•
•
EEC ELECTRICAL PEDESTAL
TRANS ELEC. TRANSFORMER
TEL TELEPHONE PEDESTAL
• O
• ,n r
CTV CABLE TV PEDESTAL
WNI WATER METER
• V , r
-y
WV WATER VALVE
U
• L
I HYDRANT
c0 Cl OUT
• O
EOP EDGE OF PAVEMENT
• " ` Li!
C)
• � ^ p
• u �
• � Q
•
• V
•
•
•
•
:
•
•
•
•
•
•
•
•
•
•
• �Itl
• r
>ry
• - a
• d d
Z
�
• 0 N Ud
• ,9 _ U
z
• d I
• 1
C—'
z
:
=�
J A ,
1
;ca
o
• C n `.
• �
• � q C
• U
GRAPHIC SCALE
:
p t5
,]C
•
• GP
•
N
O
•
1 incL - 30 It
. 4
•
EXISTING
CONDITIONS
0TiiTFL

.���--.�'}.--� f 'ri; _ �Ir _._.`°�'''i��'�i4,''1•'•.1'ii.. _ _ 'I'• �.�..«.� _1._ s_.�.__.��r- {"�_,_._i-�`F_L�•s" •° :II. '.yam__ �..� _1 . .
MH
RIM = 20,64'
BENCH = 16 02
INV. = I5-5S'
�'�—'�- OHE _
CP
y/� 99Z�
/ O/
PP - :i'F' 2 -
&VI ,. ,
/ ore /
/ 3
/ , / -M,
//� q//
/ / i I
_ /
/ a i; K
/
i
C
o""
/ i
A �y �O t
A, 2 A
�� SIGN }
/ OLP
ESTIC
�iER /%.
\UST II,II+II-I
i
TEL KA ffib
.
40
V
! __ ShIEETNOTES
_�
a ! `- ` r - _ r £r _ -- G' i1 I - 1 I r' I f 1_ ALL DEMOLITION, AN➢ ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH
r - _ CO 7 -�`- - ! !S I! , I l + THESE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL GOVERNING AUTHORITY. •
VI' .`� PP O C 1 l,lrl 11}1!!@:diHr II U?,1IrAlggil frl-,- ---- _� _ 1 - � l ' 1 j 2. ALL OEMOL!ADN AND ST 65£NU£NOCA COD£5.� Tb BE IN ACCORDANCE WITH PERM€T£ ISSUED AND
I - j I I APPLICABLE S7 TE, COUN Y. D L
o 7 .. uuluri!'f In,+lr! _aa �: r'_OP m - ! 1
3 i - i.� r _ _ r I'i;31;!/f Ilf'N717f1!!I'! =�.6_ '•!IN4A .lU I
GGY
I - 5 ��� j - A, lAfrrlv,,;,91 �_ ~�--�.- f J r 3- THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL WSPECTIO^15. CERTIFICATIONS, EQUIPMENT, ETC- •
i 1 I THAT MAY BE REQUIRED.
i - _ _ J - _ __ - W ,N,l Il i,.'j"i;lifNrN l rN:i 11:;-�-=�_,yl .` .. - �' /,,... : -
p aI ._ - w �. „rrlO,p, r F
PP -.:..-• .11 I . -' r �` w _ IIII�;L"j?"II rH; lily F-op 4. IF DEPARTURES FROM THE SPECVFIREASONS OTH REOWF NSHALLRRE SUBMITTED ETO THE OWNER OR RENEWR i
- - - , l� _ / DETAILS OF SUCH DEPARTURES ANO
-�--' �-w f lilr 1.. f,lll}�Ip1 rl rrr r, EOp �'/ NO DEPARNRES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
g�� w._ l r'1tI:NlAllf Mr,' / THE OWNER.
3' O+c'�"'� I, �-_. -W_ if1!!1l ll_ - HIM 7_035 /'_1' a
I � O� - 9 f-`.3 , , _ -- W--l'!'llrlll llllCrrl in; ;r >3CNC,1 1 6 65' _ 5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR •
} _ „If, L -a RESTORED TO 111EIR ORIGINAL CONOkT10N, ANO TO THE SATiS�ACT€ON OF THE OWNER OF THE IMPROVEMENTS. •
Pp Q ! I f F - ,f�l! �__� �t TEL �'' 1��: �lll r fly NV_ = ib_S4' 1 '- ` r
H 3 I I _- `I! - _ 6 P, , _ WV 't / \ 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING •
/ MH i V I _ :G 1lj '.E PP _ W:r3 r t DIMENSIONS. FCC
RIM - 231R8 L ` - - v'li . __, 7. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS ANG/OR METHODS r 4 '4 , -
OHE
h7 s f _
DENCH ! 16-°a7' � _ -- -` ' , L, '� 1, _ ASSOCIATED NTH THE PROJECT AS SET FORTH IN THESE PLANS. • - S Iwu I _
INV = T}6., 5' 1 WELLN ® p �� y w 8, CONTRACTOR SHALL MAINTAIN AN -AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF O `ti.,,,�,,..r'��'-
i :: , � I W'M - _ 'Am WM ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON CCMPLETION OF THE • '',p'4(/L La ,•`
1 _ 1 ='sz �Ws f - _ PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER. i,°r.r
! I > ''l �� - - I f,r ( _ SS' - SS_ 9. THE CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND
! � '� �` A'' - 1 'I I MATERIAL CDMPO51110N OF ANY EXISTING WATER OR SEWER SERVECE PROPOSED FOR CONNECTION OR VSE •
\\\ I �- y `- _-_ _ 11�, - 1 SfG^1 ll1 ON THIS PROJECT. 1HE RELOCATION OF ANY UTfUTY SERVICES REQUIRED TO COMPLETE ANY PORTION OF •
\ - N ' - _ _ i ,f THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR •
, ? LP . �� •
' '� _ ! I'L _ Jl 10- THE CONTRACTOR MUST. AT ALE- TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE r
r CONC i�j �"I, $. I' " I MATERIALS OR RUBBISH CAUSED BY WIM. HIS EMPLOYEES. OR HIS WORK, ALL DEBRIS SHALL 8E REMOVED
l `> T = TELL? If I FROM THE SITE ON A DAILY 8A$IS. • rL
CA „ RETi CO, 1�J Opp
1 --=T- �'- �� _= " ,. iJ.af - Li'�I)} . C ING AVTFEORITY SMALL NOT BE MADE UNITL ALLm^ fI1
_i. y + 11 11. FfNAL ACCEPTANCE OF WORK BY THE LOCAL GOVERN Z
O� lIJ ,. .f .'.::. - --.:' :' ::: .J!, ,6T `P'U.'': "()u l,'.. -ft. �, ! WORK StkOWN ON THE APPROVED PLAN !s cOMPLETED. � z RA EII
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+i - - ' --:' , .. - - ' - _ r j 12- CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL' AT LEAST 48 HOURS PRIOR TO BEGINNING • w a h
ur . s._ �; C',^f T; F �� ! ! 11 1IffJ CONSTRUCTION OR EXCAVATION ON SITE TO HAVE EXISTING UTlLIT1E5 LOCATED, CONTRACTOR TO CONTACT • lyl �A $°f
OJd ! -' \1, - (i `. r \'- - _ I f11� it T E THEIR OWN INDEPENDENT LOCATOR SERVICE. CONTRACT R SHA
I I �� / I f I i� ANY LOCAL U ILITIES h1AY PROYIO 0 LL : _ $i•
�� - +- f:;a;:; - - _ - ! P l .1 Il !I IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER. • 0 F1
- 3 I':, - g' _): < `��\` 1/ !'. l a 4 • ,Z Y3t'e
o la ; - ,tt:_- r �Q� i C'!� �" I 13- ANY EXCAVATION MUST BE FILLED IN AND TAMPED A7 THE CONCLUSION OF EACH WORK PERIOD, ANO a
'�ANCE n,,:alrgA / . � sP w st B
i '"U " RD-�a'aI611V1 I:< ,N ,+. '.' I EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA_ gl
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i} �u� nll �\\ rf SEQUENCE OF CONSTRUCTION ACTIVITIES z II
uno, - 1 ¢ Alt
;�� I CCN �1Jf41� 'I;IAplq,l}Il �d nV -1C111 ;i!::l ' f' r 'f CONTRACTOR SHALL INSTALL CONSTRUCTION FENCING TO ROUTE PEDESTRIAN ACCESS AWAY FROM • < p Eg g
�'°� C WC" t �� _ Ci'? F l\\ - it CONSTRUC710N ACTIVITi£S FOR EACH AREA SUBSURFACE, NEW WALKWAYS, BUIiDkNC FOOTP121NT, ETC- UNDER •
ra L•r,'- 1 TEL Vfl _ _ -` -- II - ( CONSTRUCTION, WHICH WILL REMIAN DISTURBED FOR MORE THAN 48 HOURS. ) • J"�
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I _ PP L_P I _ U = �=�� 1- OBTAIN ?LAN APPROVAL ANp OTHER APPLICABLE PERMITS. O fF{
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�' f� 'J I' n _"i - 2. FLAG WORK LIMITS AND MARK TREES TO BE SAVED, IF ANY, FOR PROTECTION. • ®_,
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4' ' / /'Tun TI I 'Llnl fill! T `� ,`
`,fi:., a'. : i .� rill fi x .:. .' ".: .>, �5 ,,.. l _
% / T /y1r:. ;—.-" „ ' - 3- HOLD PRE -CONS RUCTION MEETING PITH INS?ECTOR ON SITE. AT LEAST ONE WEEK PRIOR TO THE START OF
_/ = / / / / / / i -. , ; ..._ - ... '' ^.jcL- - 1 illy!';;'. lr lr I ,�� - ANY LAND DISTURBING ACTIVITY.
+/ -, .t /' , .. g O r ~ITN, !III,!Ir., -
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/ •' // a - 4-IN TA N TRU TI NTRAN ES TREE PROTECTION FENCE AND SILT FENCE' OTHER TEMPORARY EROSION
�)1 i . � / i, / / � � - �� BRICK 1 - l E 5 LL CO S C ONE G ,
I i / / Ir- - CONTROL DEVICES n5 R£QUERER
- i % / _ - -,"m ' TAN{ I -
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/ // / /" . - b; J.� 'r"L rt- �Ai,L �'.�4.. - I 6. I S ECnON BY 1NSPEC OR.
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R / i- ...ICI 1 - t 1 P F a TALL ADDITIONAL EROSION CONTROL MATERIA A N -
9E $ - l- 8. ER ORM S11E GRADING. ND INS L S EEDED
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OPiIC / /' / UNDER TM+MI '� x '•T -
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' ,/ / i - _ _ .4i z +9PIiG;nn , - PR VI MP N ALL DISTllRB AREAS THAT W I F 14 A R R
l' / - - - _: ,.. GRGUNb ;3 '.;--', ..If 1.lTI:I'PI - & I� D Y IN L L
r 11.�1 9 0 E 7E ORAR SEED G 0 Ep LL BE D E OR U YS I] ONCE
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l / i :-... .:: ..,`. - ;:. I_P TANK = c r,G' ~::: , AYNifl L-�I - •
/ - - .: _ ' ,,ELL. 1,l11' ,ih.. - 10. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE.
L,l O ".� / / ' i / , '.. e .. - lr: ,5L, .,_r �_ r ��. 11,.!,:Ir;,r: WATER AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN VIGOROUS STAND OF GRASS.
HYD PP _ .. / _ -. - ' G SEPTIC::�:T: fro' E f
_ .////�f/ ir. i . "_.: ' -- - ,f_,.�_��J� j 1 11. INSTALL STORM DRAINAGE SYSTEM AND INLET SEDIMENT TRAPS. •
•I ': 9 _ ,�I - / / - - I I �� 12- INSPECTION Br INSPECTOR- ✓I
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1 ..-.,I . / /, / "" / /i / i i n __ _ _ _ ____ _ -. ,� TEL uC ! :I a! - ' i 1,' COMPLETE CONSTRUCTION AND FINAL GRADING. • 0
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/ / - _ 1,- 1LPl 14. PERMANENT GRA55 SHAll BE INSTALLED FOR ALL AREAS AT FINAL GRAf7£ AND 1N SEASON. FERTILIZE,
..x, % /i f - =E z O I, WATER AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN VIGOROUS STAND OF GRASS.
rT ''/ :f:J °.✓ / --tNVZ+t,•' 2:.? :AL:PIR� '=y I,:. _... i' {
J
/ / - � � -I--� T "' 4..M T £ - `iro '" 1'l 11 AFTER COMPLETION OF CONSTRUCTION AND TH£ SITE 15 STABIL€ZED A REMOVE ALL ACCUMU ATE
/ ��yrrr / - 1 ORIGINS OF . - M -f - '� ( ) L R •
�� / _ -I 7:2 _ - -_ DPP -- ��� f �,� SEDIMENT FROM PRE-TREATMENT DENTIDN BASENS AND DISPOSE OF ACCORDINGLY, (1?) REMOVE ALL •
/ / , // r�:{{ 12" RCP j� - ll h TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREAS, APPLY APPROPRIATE GRA55 AkD OBTAIN •
m, ill' " ,.' / / / / -l. I OT KNOWN ".gyp - , _ _ !For w - - v Cl:r,;' W, SV�� APPROVAL BY INSPECTOR- •
.. '. 3 -, i( / / % / / /' . / `'N I l ENV. ,.. , ,. ::. ) ���, 1 I�
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--' /' / `/ / / _ �1 12°RCP �' Q} NQTE: INV. V .,T --��� - g - PP 'i l 1 p NOTE: INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH • Z }
=i -,T, / j i _ . 1;5� C* jjA/C - _� , d SIGNIFICANT RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS. • r. �;
. , ALL Ft,dC„_ ARE CHAIN LINK_ ,T _ c ___ x • UJ
_ // / ` > ,
I!Ih.djF' �. :� // /� / / % �% WOOD .+. ' - -
- r. r. Ol. L?RIVry ,-re +Jo Y z�
/ / �1 DEMOLITION NOTES
/ Y) TRAINING ✓ tiF - !1"r,, F D �� ` ' ~~ _ I �Y TIT . Opp w Q V
' ••Y� % STi2lICTURE� '� I l } 1- NO GRADING IS 70 OCCUR IN YHE TREE CONSTRUCTION AREAS OR TREE CRITICAL RQOT ZONES. tr p ` 0. EX -
L'r /\ - - mil- - r - :� : 1.1
.1 x - ,�IA �/ � j/ / - - €' U = _ __ _=\\GONG ril LIGHT o I, �' t'+ 1} 2. CLEANWTS LOCATED IN AREAS OF DEMOLITION QR SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM
al j // / '` 7 a _ _ PAD POLE "" " l C I +tit, , ❑AMAGE AND RAISED TO RUSH WITH NEW GRADE.
f
IluEllirr�� 4u - ' JJ I '// 1 5 / / 1 £ -_-?' ? '>•": Cr,-: - II 3. ALL ITEMS AND EQUIPMENT REMOVED BY COT1RACTOR SHALL REVERT TO OWNER FOR REUSE OR DISPOSAL- •
_;I 11 =E. Ar ADD AL.T�•,Frt��NATE
�!' ' - - bt � 1 / , _ - - -' I f- I< '' 4. REMOVE EXISTING CONCRETE (WHERE REQUIRED) TD FERST COLG JOINT OR SAW CUT TO OBTAIN A CLEAN
ff , r = I ',sF, :. �` r _. _ ! TQ--�L H �� Il� {�EE N 1V, �g EDGE FDR NEW CONSTRUCTION.
- - /,, .fR�2,t 'S _ v Lrh,{ FL NCI._ �; ��j 5� WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW GIJT AT THE LIMITS OF DEMOLfTION
rg -A L I� - } d n W / 7 ,� ; � BEL0 ', ` TO OBTAIN A CLEAN EDGE. •
- r I e. 31 ��- - S :.q.",1J �L C ,,' L• _ _ li 1 /� V 1
I'1lI- �i •. II EI_ _.i - jI I . - i� / } 6, CONTRACTOR SHALL RESTIDRE THE LAY DOWN AND STAGING AREA TO ORIGINAL CONDITIONS ANp TO THE
' - 3) INN. - ~` Y 1 r � - , � t-i' f } SATISFACTION OF 1NE OWNER. PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. •
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a x,� ! ! �'R': ! �� 7. CONSTRUCTION Oi- UTILITIES OUTSIDE THE LIMITS OF CONSTRUCTION FENCING SHALL BE COORDINATED YIITH a
IIk� r _ �' _ c .. •
-� 2j.� - ��_ x �j ,13 tfi 11,' � � f, vo �- sckob.
INV, _� 1 IN _ __ x��� - �� ,i I �� 8 & DEM�JTION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED IN •
=� _ .. 10.5' - w - - _ _ _ t 11 0��1 SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVEC AND NEW STRUCTURES AND PIPING ARE
_ ,u1 U :.'1 - . _ + i I- '_=1--.,--.--..�. 7 1 6R:CTK� �TC'Rh' �� ` , PLIND %LP IMMEDIATELY PUT INTO SERVCE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT •
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_ -!� 4 LP 1'� ': '�. NIit IIIiIIAIIIhLgHpf111ffHIHlilHllllEf.-I f `�0Y -`e•• DROP - r j!�r ,+- ram/ OF SERVICE FOR LONGER ITfAN 12 1HOU RS AT A TIME. PROmS10N5 SHALL BE MADE TO MAINTAIN STORM WATER
o'f 4D '2 Qi- n_ .a Q _Q_ 3Q _.��-� € I'.� Fj i CP LC - o Q LP ti ` / 90X I I fy,k / y>Y plj -�.. :.. _/ DRAINAGE DURIIyG CONSTRUCTION, • lJ
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O\\\�, 4RE`I- I'.. E - - ! I - RIM = 10 ,' V OS ' 1 -1 ;'/ \r�G / C' S. REMOVAL OF ELECTRICAL UTILITIES SHALL BE DONE BY THE LOCAL POWER COMPANY-
_�� I 11I` _� :'-: f -F -- / f ° TEL ALARM r a
. - ! ilfl IIN'I .I H!ry;f�Jr BENCH-= 7-36' / oe' !v WV 1 •
_ a _ ,I pS` Lp' 1, P POST 10. RELOCATION OF EXISTING UTELI71E5 TO BE COORDINATED N7TH THE LOCAL UTILITY PROVIDER(S}. •
INV. 7.Oa � /
I� -•y •d. - 1' © L�I __. _.. _. ._�_ ��I i� ,(/��\>`}`�' \ LP I� 11. OVERHEAD ELECTRICAL SERVICFS TO BE RELOCATED OUT OF THE LIMITS OF DISTURBANCE BY THE • -1 Q
'i _ CONCRET6� - . •'! _ _� - - R:II I Ili .. ''I- - _ RAMP i� C� F \\ "" �Q / (�/ �/` == APPROPRIATE U7ILVTY PROVIDER- • O Z
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_ , METER �J -/ -
:PARKING av '�' - r ..f h f�'��-_ = - �, ' 1/3 _ - _ - L� _ _ I-- J
a l SF ! - - i n LP __� `/ iz`'LIS FiYr3 12. WATER, SEWER, ELECTRICAL AND GAS UTILITY SERVICES TO BE REMOVED TO THE PUBLIC R/W ANO PLUGGED
1 L - I -
��: - � ,1 V" f � I - : 1"j z SIGNS - .. CP � - _ OR TERMINATED AT A METER (AS APPROPRIATE)- GENERAL CONTRACTOR TO SCHEDULE AND COOROINATE THIS , q
a ?`. ���= s �r '.r -.. :I ASPHALT o °_ ELELp':i = �tl - _ _ - - _�_� WORK KITH UELITY PROVtOER.
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����_ 1• f\ ,¢; �_' Z A - EEL _ �� l 13. ELECTRICAL OR GAS iJTILETY SLR14CES TO BE REMOVED SHALL SE REMOVED AND RELOCATED (AS TED �
-�-- --- i " .- � { .El' ! F �`'�?O BY THE UTILITY PROVIDER. CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS WORK WITH THE u- ® Of
{ 'T" 1 } `'- C-':u-__'" TC - - � _ _ 1`F �' APPROPRIATE SERVICE PROVIDER. ALL SERVICES SHOULD 8E INSTALLED PRIOR TO TkE INSTALLATION OF • -y O
' 'J' � 1 - I: R - E : 4 -T \ 27 C PAVEMENT SIDEWALKS CURB AND GUTTER OR INSTALLATION OF OTHER PERMANENT FEAT R - • - Z Z
4 �, _ -�' z
,�? J CaDNCRETE ., _ ,rf�h " } i _ - „1 � _ ., _ `��� 14, WHERE UTILITIES (TO BE REMOVED) IMPACT THE FOOTPRINT OF THE NEW BUILDING, CONTRACTOR • �/
AREA; = C - - f �� 1 • of
-J r �_, - - !{iGf • 6 a - - ! - 1 .t i - -�`:: �t� �f� SHALL EXCAVATE AND REMOVE AN ADDITICNAL 2 FEET OF SOILS TO EITHER SIDE OF PIPE, AND ! F00T •
f _ - , I l- - a ,+_ -/ - - -� BELOW TO REMOVE UNSUITABLE SOILS. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL- COMPACTION OF
TEL O ,' I' INN-= 9.0' .y�, _. _ bye, q �- '" -- ' }; .!ti-"-- THESE SOILS PERFDRMEU IN ACCORDANCE Hfl TH SPEC+FiCATI0N5 AND SITE PLAN.
M I'i _i1 f J ��,.'• { �- = � j `.-" _ \ 15- 711E ASSUMPTION IS THAT THE 12' RCP SERVICES ROOF DRAIN LINES FOR BUILDING 2T0. CONTRACTOR
' 4 Pl L4 ! ,I � \, - SHALL DISCONNECT SUBSURFACE DRAINAGE AND DIVERT STORMWATER TO BASIN- ALL SUBSURFACE PIPE AND • >
�.
=JI i ' "I .. - _. � , G .I, - 1. _ ! a f I' _ ! l \ !� i� STRUCTURES SHAIi BE REMOVED. r \ U 1 H
I osc z r rvtA a ' l f �� 1_ f l • �J U
j -' -''�'' 1 n f , �� Ii `o,� TREE PROTECTION NOTES i Z o
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I _ jt} f o I.. •�' I- 4- ! c V `'��` rr _ _ 111 vn� S, 1. AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE • !fl f O LEI
11 - !I f - I -�i t A I +r+ , AROUND A TREE, A CLEAN, SHARP. VERTICAL CUT SHALL BE MADE AT TH£ EDGE OF THE TREE SAVE AREA • ll-1 2
"' o = j' f y' ; �,1 �6'r THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING �I _ �
I
=`� _3 r [4 {' ' \ SHALL B£ INSTALLED ON THE SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK. • [�
, __ jI ` . . ' .Y _ n / 2. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED WTHIN THE PROTECTED AREA, Q
�i` ._� ,y1p' _ 1 w AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. AND SHALL BE •
., - (9 { I _1 - "f Y = TF` -' //// IV/ SO NOT£0 ON THE GRADING AND EROSION CONTROL PLANS AND POSTED ON THE PROTECTION FENCE. A
Gij/t � JJ "'� !I 1 / // E j��-'t PROTECTION FENCE CEINSTRUCTED OF MATERIAL RESISTANT TO DEC-RADATf�I BY SUN, wlNp, AND MOISTURE •
fl, L�� � __ o - 'G 7i,,j /.� „1 hH:., IY (. j_��;Ir FOR THE DURATION OF THE CONSTRUCTION SHALL BE INSTALLED AT THE SAME TIME AS THE EROSION
77i//„ M -,PVC - ,I �- \� M n: V / CONTROL MEASURES, AND SHALL REMAIN Ik PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES
fir HAS BEEN COMPLETED. e \
-�" -_ ;tU''G''ECHOTllllll lIl - `"..R - �`- -r . Q-� a -�_ CONC 'N^ '� SAFETY NOTES 3. TREE PROTECTION FENCING SHALL BE INSTA>-LED PRIOR TO DEMOLITION OPERATIONS iN SUCH A MANNER
�� _ 1 - �° I �I;II€III {II r'�:i FhIATrHU II' 111L11: • m'TIRItliryYYXCIHHH'�TNN-` �I AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES TO BE REMOVED FROM REMAINING VEGETATION- •
I TI!hIIIIIHII IPIHI� INV 48` -m-�-:-u-- ,-�--�� I / I. COhISTRUGTION OUTSIDE ;HE TEMPOgtARY CONSTRUCTION FENCE SHALL BE COORDINATED WITH SCHOOL f
!-+-er,� \ T� - E"��•- � � ` 6'.pVC 7 HOURS. ANY EXCAVATION MUST BE FILLED IN AND 'AMPED AT THE CONCLUSION OF EACH WORK PERIOD,
- I ?.I - _ - A` _P '- -_ �M ' -- {. �a --� ,w I - pp ,( AND EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA.
Ir' = ij / H�� - -!-{ ` fl PYC �- 55 " f 0 -'Y�� 2. ALL MATERIALS AND CONSTRUCT ON Sd ALL REMAIN W HIN T fE BOUNDARIES OF TH£ CONSTRUCTION
I = UG ELC _ - ` - SS 55- - 55- W7 S FENCING. IF NECESSARY, CONSTRUCTION FENCING 'HITCH IS REMOVED TO FACILITATE ACCESS BY THE
_ T P v ` - SS- CONTRACTOR FOR CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT •
o - Pa _ / %
/ f I I LP�a: �L-___ J`L[_),`-Y 1 / - LF "UN PEDESTRIAN TRAFFEC AWAY FROM HAZARDOUS AREAS.
�(II' Ijilif MN �i�. f - 6.20'
l _ N RIM = g,72' :' / '� r'C U. CONSTRUCTION FENCING MALL BE PLACED AROUNC BUILDINGS TO PROVIDE CONTINUED ACCESS TO THE •
I _ aP MV CH_ `92, ___.. DROF INLET - \� - I30TTOM -0.3E'
FACILITIES CLASSROOMS DURING CONSTRUCTION- NEW CONSTRUCTION {N THESE AREAS SHALL BE
1 f F m G . _ = 5."' / - �__ COCIRDlNATED WITH SCHOOL ADMINISTRATION, AND WORK SHALL BE PERFORMED AS DIRECTED BY THE •
_ . -AP N� l III CY.EC' INV. = 4.? �j i�l "� 1� r SCHOOL, OR DURWC OFF-SC{lDOL HOUR$, WEEKENDS, 4WD EXTENDLp BREAKS.
l I li 1 11 �y �t 4. CONSTRUCTION SHALL 8E DONE IN SUCH A MANNER TO MAINTAIN ACCESS TO ALL BU401NG5 DURING
�� g, LP & jj DRCF INLET SCHOOL HOURS-
\ c / i! _ GATE = 4.88
Q v v �� �� III �.. - 6
\ --- ca c
�c gs�� u1 Lil it®in lr� - _ 11_ / Ili Nti. a 40 DEMOLITION LEGEND 2
NI1 . -. ! 1 I- to
,b / \ f_ C� T --.. --,- _ - _- - - E%TIEING CQNGAETE
AIG'N = NONE 4'�rJOD I(jcC EI FENCE t �' III �1 CONSTRUCTION AREA DEMOLITION KEY ¢ n
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' - w- I' o $ REMOVE Wb%D TRA NENG 57RUC7URE5 `EXISTING CONCRETE (70 BE REMOVED) : Q
HJPKH ll.. 1xL . e DO NOT ENTER n -
" -`- T#"ANS CONC i1 - 1� U REMOVE EXISTING CONCRETE ><'.,:
.'.'� I"a J - EXISTNG ASPHALT {TO BE REMOVED) • C 10
rDli I REMOVE EX15T3NG STORM DRAINAGE PIPET`" - • ♦� C
t 30" RCP = "' �` , � REMOVE EXISTING -CHI POLE V I� `'
�_ `' -( INN J.4' ''I III 1 POST 35ALL 6E L33 LB / FT STEFl r5] COORDINATE WITH UTILITY PROVIDER Tp RELOCATE EXISTING - EXISTING BUILDING (TO BE REMOVED) a : C
- 1 .i : 6 UI wEAniERPrtoDF stew LP TANK (ABOVE / BELOW GROUND} 0 • , -
.!` 1 ('iR /-!'TF - 4,E A' J DEMOLISH E%STING BUILDING '_ - EXISTING UTILITY {TO BE REMOVED}
/ III AS THORN ABOVE Z • '� L
_ f l„'i c r L.. J s'-o" o/C Mnx. r Z L
f N a INV 0.21' R' Q EXISTING M 8LE -ASSROOM TO BE RELOCATED BY OWNER
Cep REMOVE Ex DYING WOOD DECK : L 7
I� l �1' o o - I I 5 9 REMOVE EXIST NG - C7RICAL UTILITY SERVICE - EXISTING ITEMS {TO BE REMOVED) \ • co d c U
_ r .O UG _ 1 METER
ORANGE. SI RESISTANT, REMOVE Ex TNG 'VICE • U'��
I 1 o 1 5 HIGH BARR C STRENGTH. Z
Q `* POLY BARRICADE FABRI4 / • p 2
�MH O �' ELC f Box `E EXISTING 1 CTATrOV TO BE REMOVED • 2
I y : "al - EXISTING TREES (TO BE REMOVED) am
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MH i/�//�7n�//%f ill!. Ills rl; lr L-I'kr ELEC I �� sUa�ADE -` z �) REMOVE Exc-ING WATER LINE _ • u Up
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i/ O /' \ I ADD ALTERNATE: ,`��4 REMOVE E%STING-�'HgLT PAVEMENT Ili L1411411 iulll LIMITS OF CONSTRUCTION I` • P' I
Dl MH 509 LP ,! Il CONC _N[r - WARNING SINS TD SE MADE OF DURABLE; WEATHERPROOF MATERIAL. `a RELOCATE EXISTING FIRE HYDRANT ________ - SAWCUT Q • O w F
MH MH 011TLET WALiAGE ROAD REMOVAL: PIPE - LITTERS ARE TO BE 3' HIGH ON_ CLEARLY LEGIBLE AND SPACED AS DETAILED. • r,
PIPE PAD - SIC-NS ARE TO BE PLACED NO GREATER THAN 50' ON CENTER.
t SEE DEMCLITIDN NOTE 15 • r< 7,
MH MH 0 1 j f ! 1. DEMOL€SH AND REMOVE EXISTING BROKEN ASPHALT ANU INV- - ).23 _ PLACE Slily AT EACrf END OF LINEAR CONSTRUCTION FENCING AND 50' ON CENTER THEREAFTER- I, - EXISTING FENCE {TO BE REMOVED} •
1 JJ IJ GRAVEL SUBBASE IN AREA SHOWN ABOVE. FILL N7TH TOPSOIL, - FOR OONSTRUCID N AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS THAN ONE yv,yd REMfIVE A FORTIOh OF POSE AND CF4NN FENCE •
MH ® I I I GRADE TO PROVIDE POSITIVE DRAINAGE AND SEED PER SPECS. SIGN PER AREA L7 REMOVE EXISTING UCMESTIC WATER METER
�/�/� f - ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 9 CAP EXISTING DOM=STIC WATERLINE 10' OUTSIDE BUILD€NG GRAPHIC SCALE' •
OO ALARM I 2. PROVDE VALLEY GUTTER PER DETAIL ON SHEET CS 1 - FENCING uUST BE (MAINTAINED THROUGHWT CON -LOTION. TORN OR WFATi1FTEED FENCING Sl A BE Go •
I i__ RESTRIPE ADJACENT PAR3SING SPACES AS SHOWN TO DELINEATE
MH III REpLACEO IMMEDiATEEr TO MAINTAIN ADEWATE SAFETY BPRR€ERS FDR NON -CONSTRUCTOR PERSONNEL � REMOVE 5' OF EX:c ''NCI WATERLINE AND CAP DN a aA Im •
O STORM DRIVEWAY CONNECTION. - ADDITIONAL SIGNS OR FENCING MAY BE REWIRED BY LOCAL AUTHORITIES / PUBLIC UnUTIES
WATER I TOg BASED ON ACTUAL FIELD CONDITIONS- DOMESTIC SIDE 0' METERS. • d
SYSTEM __ _ _ 3. EXTEND EXISTING SOIL ORIVE TO EXISTING PARKING LOT- ', I !REMOVE EXISTING WALK •
PROVIDE 4" CABC WITH WOVEN GEOTEXTILE BETWEEN SUB -BASE ( Dg FEE,) • cl - I I • (j
-`, _--r PUhllfl _ AND CABC. WOVEN GE07EXPLE FABRIC TO BE MIRAFI 60OX, CONSTRUCTION FENCING � REMOVE EXISTING ?'LOCI( HEADWALL • !
.: HOUSE �7 AMOCO 2002, EXXON GTE--200 OR APPROVED EQUAL. OE7AIL 1 3Tvch = 30 it : Q
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Y---- , , I 1. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED iN ACCORDANCE WITH
I ; 't� r r THESE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL GOVERNING AUTHORITY- •
f -IL--___
� _�- -fj� I I 2. ALL DEMquTION AND SUBSEQUENT CONSTRUCTION TO SE !N ACCORDANCE WITH PERMITS ISSUED AND •
�� OP I �' if `�' j li APPLICABLE STATE, COUNTY. AND LOCAL CODES. s
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i I � II _ 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT. ETC. •
___ THAT MAY $E REQUIRED.
----�._______ 4. IF DEPARTURES FROM ISE SPECIFICATIONS OR DRAWINGS ARE DEEMEO NECESSARY BY THE CONTRACTOR, • -
�r2 DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNFR FOR REVIEW. •
`- ��- - - __ EDP NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
``-- THE OWNER.
)*`_� - � _ 5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR •
~��1�- - / RESTORED TO THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS. :
` I /- •
3 T �'1 qJ N 1 ,�" 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING .
. 1.`i Yam,- DIMENSIONS_ • '*_1'
11 t'':
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r1'�► - Ir it - ' r'- ,yam 7. ENGINEER AND/CR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS - i � y@�
l $ --~-Pi--'!Ir - - T/ W, ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS- ♦ = i }SB;Sq IyT�
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f e 8. CONTRACTOR SHALL MAINTAIN AN 'AS BULLY SET OF DRAWINGS TO RECDRU THE ACTUAL LOCATION OF ♦,,,,s'V
I ' �'� '- _ ALL PIPING PRIOR TO CONCEALMENT- DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE • �����4* L
_._-- _ 3 I - 'f T PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER. • nlnm .,- I'� o iIi j ' ? ! r " 9. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION. SIZE AND
I' r - i i i ! MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE •
j �`?. Ii f _ i - 1 SIGN f1 ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERVICES REWIRED TO COMPLETE ANY PORTION Of •
. `\
s ILA® ljjj1 THESE CONSTRUCTION PANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. •
�1 '
_ 1;i' ., i�,I� fr „ , it 10- THE CONTRACTOR MUST. AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE •
I I II j1 I, -j 1f MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE REMOVED r
, .�-�N �g ? , I, (r ,j .. _:l f 1 f FROM THE SITE ON A DAILY BASIS. : �wp .� eTyi'
��. , 1 t' ° I f.;,--z k4-._;- {;,'.'., �1 IL FINAL ACCEPTANCE OF WORK BY THE LOCAL GOVERNING AUTHORITY SHALL NOT BE MADE UNiTL ALL • z g �E'
f1 F__i!t I' r q + Ir WORK SHOWN ON THE APPROVED PEAK IS COMPLETED. w `I
I}' a 3 ^' %" `- dr' r' i 1,' :1 f i 12- CONTRACTOR SHALL CALL 'NORTH CAROLINA ONE CALL AT LEAST 4$ HOURS PRIOR TO BEGINNING • �= L
f j
1, I+', , I ) ! CONSTRUCTION OR EXCAVATION ON SITE TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT • LLI
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t''�i r JJ 'I f ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN INDEPENDENT LOCATOR SERVICE. CONTRACTOR SHALL ?it
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�:___ i �I .1 � f -_ Ij IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER. • 0 Y�I
/ 3 ; .1 I f w ( ''-,� 13. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND aG I
11 f
1- If f �. ' i) J! EQUIPMENT AND SUPPLIES RETURNED 70 THE CONSTRUCTION STAGING AREA •11
., ii IIx, fJ ff SEQUENCE OF CONSTRUCTION ACTIVITIES ; � j F� im
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/ - I jJ li CONTRACTOR SHALL INSTALL CONSTRUCTION FENCING TO ROUTE PEDESTRIAN ACCESS AWAY FROM • � i� ; FF
��4,., / 1 - - I�1' :_'f - I r CONSTRUCTION ACTIVITIES FOR EACH AREA (SUBSURFACE, NEW WALKWAYS, BUILDING FOOTPRINT, ETC) UNDER 1 'I #
-� _ e _ � /J CONSTRUCTION, WHICH WELL REMAAN DHSTURBEO FOR MORE THAN 48 HOURS. r v7
~ � f; ( '" `f F T. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. • p r EI1
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' -. --- - - I ).i 2. FLAG WORK LIMITS ANU MARK TREES TO BE SAVED, IF ANY, FOR PROTECTION, s A tE;,
11 1.'; I.,? 1 _ ! 3. HCLD PRE -CONSTRUCTION MEETING WITH INSPECTOR ON SITE, AT LEAST ONE WEEK PRIOR TO THE START OF •
// \,1 -/ _��s - _ .� ANY LAND DISTURBING ACTIVITY_ •
°'� �d mx I 0-g I I' 4. INSTALL CONSTRUCTION ENTRANCES, TREE PROTECTION FENCE AND SILT FENCE; OTHER TEMPORARY EROSION •
f „� _ i, CONTROL DEVICES AS REQUIRED. •
I ;.#- 6. `� 5. INSTALL PRE-TREATMENT BASIN AND INFILTRATION BASIN. •
-_ ..__
F'
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3 __ _ A I 5_ INFECTION BY INSPECTOR- •
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r �-r [. NC i� jr 7. HARVEST ANY TIMBER.
,rN1V! fr1 _ p I !,[_ s S. PERFORM Si TE GRADING, AND INSTALL ADDITIONAL EROSION CONTROL MATERIAL AS NEEDED,
rr r' 1ud, ryl j �WDOO f T- _
i 0 t`�"` ~-w�_/ i !9 'DST & r II+W, - 9. PROVIDE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE FOR 14 DAYS OR LONGER.
i I I -_1A3N I l r II, _ 10. PERMANENT GRA55 SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERRDZL, •
I + �u F,1 CE +J r li+ "`� WATER AND RESEED AS REQUIRED TO ESTAIRLISH AND MAINTAIN VIGOROUS STAND OF CRASS.
3f 'rr,.~�J 1c l 1
i�____�r� 1, i 14 i j 11_ INSTALL STORM DRAINAGE SYSTEM AND INLET SEDIMENT TRAPS _
IIu1'�i;fKrurrr�le,r Ilf,r
I FAIN !i 12. INSPECTION BY INSPECTOR.
1 �� T3_ COMPLETE CONSTRUCTION AND FINAL GRADING. Z
s �_ A rNrr y'Nli; .47rWq i Ij i C,
_ I f - !ld�fi J/ �,f -r +I V p.l' 14. PERMANENT GRASS SHALL HE INSTALLED FOR ALL AREAS AT FINAL GRADE AND !N SEASON, FERTILIZE, Lr'
1. ,1. i ' 1 t.V ,-,I::bU ,1Vl - WATER AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN VIGOROUS STAND OF GRASS- Lj
�� _ `ds . ,•'4'V l rG (:Hl1 LY,"M ,rZ if pV;AA,01
,,.b Y- •
jV � 15, AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STASIUZfD, (A) REMOVE ALL ACCUMULATED
~ '-~'_ ! �/!/ SEDIMENT FROM PRE-TREATMENT DETENTION BASINS AND DISPOSE OF ACCORDINGLY, (B) REMOVE ALL •
71AY,P.itT1'�IFFifi' I ; ' _ 1 I'- j " TEMPORARY EROSION CONTROL MEASURES. SMOOTH AREAS, APPLY APPROPRIATE GRASS AND OBTAIN •
`'YY II91 fl N! 1 Jflr;1 ` _. I+ i r 1Vl, 1, APPROVAL BY INSPECTOR •
:_�:!.:11 ri r I rllr!II',`w A r, r 1- p �t` _r .
_ - ECT OSION CONTROLjDA/C H,N✓✓.IL� :I �f 1�y- SIG I !C N N Lt (0.5 I CHES E TE) ND DOCUMENT WITH INSPECTION REPORTS. • - 0 O
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'ice DEMOLITION NOTES . �`"1 y SJ
GON'C , •
4\ _ O0 I��JJ 4`
C LL [ jj PAp i I. NO GRADING IS TO OCCUR IN THE TREE CONSTRUCTION AREAS OR TREE CRITICAL ROOT ZONES. : '� O CJ j
p 1 'I p SWIM, Ir ' I 5 �^ 2. CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUC7EDN SHALL BE PROTECTED FROM • • • •
14 L e I - 't'" DAMAGE AND RAISED TO FLUSH OATH NEW GRAPE. ±
- it f," ,t
- __
t 3. ALL ITEMS AND EQUIPMENT REMOVED BY CONTRACTOR SHALL REVERT TO OWNER FOR REUSE OR DISPOSAL- s
���
1 I" 1 4. REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW CUT TO DETAIN A CLEAN •
I I � EDGE FOR NEW CONSTRUCTION. •
r,:, DHA N ! I. IL%„� •
cL'r- I INK Ff-MCA. ? I � � _- S. WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF DEMOLITION
ez I 4 - I � 1 � �,�- TO OBTAIN A CLEAN EDGE. •
11-..
1 y /-- :f � --� ~ , 6. CONTRACTOR SHALL RESTORE THE LAY DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE •
z , - L = I j -i� �� SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PRO,iECT.
Z 1 - `I r 7 - � y ' r (4 7. CONSTRUCTION OF UTILITIES OUTSIDE T}iE LIMITS OF CONSTRUCTION FENCING ALL BE COORDINATED 'MTl-i 0 /
X"-` --� �I / -i I II I •I SCHOOL 0 \
-cq-�� I 11 8_ DEMOLITION. AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED IN
'� !f' _ II I N. SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE
- �� \,-J/ III:. IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT •
'(I Ili, OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER : tu
f 00 j'~ I DRAINAGE DURING CONSTRUCTION. • 0
1 Q�vvaL% \ 9. REMOVAL OF ELECTRICAL UTILITIES SHALL BE DONE BY THE LOCAL POWER COMPANY. W
A , : kD
Q 1., 10_ RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDERS}" • -1 Z
P�
J PQ'T / � � - 11. OVERHEAD ELECTRICAL SERVICES TO BE RELOCATED OUT OF THE LIMITS OF DISTURBANCE BY THE O O Z
I I F R 1 L) _ APPROPRIATE UIIUTr PROVIDER,
�� j i I-dAL-TS Yt, - _ O
_��i I / 12. WATER, SEWER- ELECTRICAL, AND GAS UTILITY SERVICES TO HE REMOVED TO THE PUBLIC R/W AND PLUGGED I�`a K
-'- - `1; I _ _�`� OR TERMINATED AT A METER (AS APPROPRIATE), GENERAL CONTRACTOR TO SCHEDULE AND COORDINATE THIS � `" Q
} \t /, _ _ � - //�--= WORK WITH UTILITY PROVIDER. ♦ U
t` _r �Y r! 13. ELECTRICAL OR GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED AND RELOCATED AS INDICATED • F_
{ ) • F
_ `-\�0 ;,{ BY THE UTILITY PROVIDER, CONTRACTOR SHALL. SCHEDULE AND COORDINATE THIS WORK NTH THE O tr
N
� F O
- APPROPRIATE SERVICE PROVIDER. ALL SERVICES SHOULD BE INSTALLED PRIOR T THE IN
l -
C `
�L O E INSTALLATION OF � -
O PAVEMENT. SIOEWALKS, CURB AND GUTTER. OR INSTALLATION OF OTHER PERMANENT FEATURES. • Z
k kI "Fs\ _ j, Ztu
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, r� ,- \ � 1a. WHERE DTiLIRES TO BE REMOVER IMPACT THE FOOTPRINT of THE NEWBUILDING, ' J , ( } E OFCONTRACTOR n/
`� �iL
. j I � 11 1; smell SHALL EXCAVATE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF PIPE, AND f FOOT
�/f - - ,, I - _- BELOW TO REMOVE UNSUITABLE SOILS. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF •
` � ',I �,JTHESE SOILS PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND SITE PLAN. : y .d
-_-�- 15. THE ASSUMPTION IS THAT THE 12" RCP SERVICES RDOF DRAIN LINES FOR BUILDING 210. CONTRACTOR • r�
, SHALL DISCONNECT SUBSURFACE DRAINAGE AND DIVERT STORMWATER TO BASIN. ALL SUBSURFACE PIPE AND • O V ! }
I// STRUCTURES SHALL Bf REIMOVED. • z ~
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%` <o :2F TREE PROTECTION NOTES • O Q
) � , & I. AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE • S
J 9, AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA LLI
M CONTROL A T THE SAME TIME AS OTHER EROSION CON OL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING s - O
/F } SHALL BE INSTALLED ON THE SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK, • � � �
J 2. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED 'WITHIN THE PROTECTED AREA, •
AND NO TRESPASSING SHALL BE ALLOWED WITHIN TYRE BOUNDARY OF THE PROTECTED AREA, AND SHALL BE �
\'/ f 50 NOTED ON THE GRADING AND EROSION CONTROL PLANS AND POSTED ON THE PROTECTION FENCE. A •
LST C1 i PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE •
f7 i�!!IXJNI: 1. ILLS- FOR THE DURATION OF THE CONSTRUCTION SHALL BE INSTALLED AT THE SAME TIME AS ME EROSION +
CONTROL MEASURES, AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES `
HAS BEEN COMPLETED. ♦ k)
SAFETY MOTES 3. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO DEMOLITION OPERATIONS IN SUCH A MANNER •
AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES TO BE REMOVED FROM REMAINING VEGETATION_ •
1. CONSTRUCTION OUTSIDE THE TEMPORARY CONSTRUCTION FENCE SHALL BE COORDINATED 'WITH SCHOOL •
HOURS. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, 4- REMOVE EXISTING ASPHALT WITH LIGHT DUTY EQUIPMENT IN ORDER TO REDUCE THE RISK OF IMPACTING .
AND EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA, THE 36" OAK TREE. IMMEDIATELY AFTER ASPHALT IS REMOVED, OLL WITH DIRT TO BRING GROUND UP TO •
2. ALL MATERIALS AND CONSTRUCTION SHALL REMAIN WITHIN THE BOUNDARIES OF THE CONSTRUCTION EXISTING GRADE AND PLACE TREE PROTECTION FENDING AROUND TREE AT DRIP LINE. •
FENCING IF NECESSARY, CONSTRUCTION FENCING WHICH IS RLMOVEO TO FACILITATE ACCESS BY THE
CONTRACTOR FOR CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT •
PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS- •
•
•
3- CONSTRUCTION FENCING SHALL BE PLACED AROUND Bll€LCINGS TO PROVIDE CONTINUED ACCESS TO THE
FACILITIES CLASSROOMS DURING CONSTRUCTION. NEW CONSTRUCTION IN THESE AREAS SHALL BE •
COORDINATED 071i SCHOOL ADMINISTRATION, AND WORK SHALL BE PERFORMED A$ DIRECTED BY THE •
SCHOOL, OR DURING OFF SCHOOL HOURS, WEEKENDS, AND EXTENDED BREAKS. •
•
4. CONSTRUCTION SHALL BE DONE IN SUCH A MANNER TO MAINTAIN ACCESS TO ALL BUILDINGS DURING •
SCHOOL HOURS, •
•
. z
r DEMOLITION LEGEND rjf}f '
• U s _ m
QrJ PIKER -EXISTING CONCRETE H r Q N
113-
• d Ley i
NTER DEMOLITION KEY • - -
- EXISTING CONCRETE (TO BE R£Mgv£p)
`7 DEMOLISH EXISTING BUILDING + O 0 r 0
- FXVS7ING ASPHALT (TO OF REMOVED) (] REMOVE EXISTING CONCRETE AND WALK ; N r ,
POST SHALL BE 1.33 LB / FT STEEL �j REMOVE EXISTING STORM DRAINAGE PIPE • P I T I y U
'' - EXISTING BUILDING (FO 8E REMOVED) $) REMOVE WATEREXISTING LIGHT POLE Q F� k- T
WFAIHERPRpDF SIGN REMOVE WATER LINE AND CAP i D 7
AS SHOWN ABOVE 7 REMOVE EXISTING ASPHALT PAVEMENT + L ZI
EXISTING UTILITY (TO 6E REMOVED} • Z
'� REMOVE EXISTING BLOCK WALL • z
C) REMOVE METAL RAMP * < Z
iORANGE, UV RESISTANT, l� � • 0) 0 r!,
I` _I - , 'POLY aRPoCAOE FABRIC EXISTING ITEM ( BE REMOVED) ) R£MRVE SGEXISTING / \ • C � (, z
\`f� z S TO ED ELECTRICAL UTILITY SERVICE
...
\1\ -- I �..1- �� , .� �� REMOVE FORCE MAIN AS INDICATED AND CAP T In ?
TOB
I
1 i
�� CONIC I
PAD f
I j
I
_______j
PUMP
ITQusE �
C
s118GRADE na
I �,
1
- EXISTING TREES (70 BE REMOVED)
-
BOTH ENDS
•
�•
L.; P%
;
L 4
�' SEE TREE PROTECTION NOTE 4
- :
iif�,
s '
-WANOTES
- WARNING SIGNS TO BE MADE OF LE MATERIAL.
tllEl ':I I:I
- LIMOS OF CONSTRUCTION
�� REMOVE GRAVEL DRIVE
•
:
D
IT API
1
IGH .. CLEARLY LEGIBLE AND
LETTERS ARE TO BE A HIGH MIN.. CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS ARE TO BE PLACES NO GREATER THAN 50' ON CENTER.
._ ---
_ SAWCUT
•
L `�11,
O
_ N
- PLACE SION AT EACH END OF LINEAR CONSTRUCTION FENCING AND 50' ON CENTER THEREAFTER.
- FOR CONSTRUCTION AREAS LESS THAN ITIO iN PERIMETER, PROVIDE NO LESS THAN ONE
Fz�q-
EXISTING FENCE (70 BE REMOVED)
•
SIGN PER AREA
- ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC-
t'.�wc.'
T`
GRAPHIC SCALE
- FENCING MUST BE MAINTAINED 7HR000HOUT CONSTRUCTION. TORN OR WE4TNERED FENCING SHALL RE
=-
- DRIVE
•
•
GIB
0
ED REPLACMMEDIATELY TO MAINTAIN ADEQUATE SAFETY BARRIERS FOR NON -CONSTRUCTION PERSONNEL
�GRAVEL
o cI
rI
- ADDITIONAL SIGNS OR FENCING MAY BE RE001RED BY LOCAL AUTHORITIES / PUBLIC UTILITIES
:
N
BASED ON ACTUAL HELD CONDITIONS.
•
O
CONSTRUCTION FENCING
( IIK FEET )
•
�j I
DETAIL
1 inch 3D t't
•
_
4
DEMOLITION PLAN -
PHASE I I :
•
• 70-rA_
- _ .,_._ ._. - _ __ --___
_..._._
�', w LL i
. ..

V
f SHEET NOTES ;
ALL DEMOUTION, ANp ANY SUBSEQUENT COr15TRUCTION, SHALL BE PERFORMED IN ACCORDANCE NTH
THESE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL GOVERNING AUTHORITY-
,r Pll rr.,rnnrf.;hrr~ _ ' f 1 i •
J i i i 2. ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE wIYH PERMITS ISSUED AND •
j
r T i i1 �'!��+' hl rlflfir;l; ri;,[i flrrll r; + Ir I1'+rr:r;rS.
lh 711(U'Y1'lA1lNrll{:I ��r] + f - �+ 3APPLICABLE COUNTY. R CAL THE CONTRACTOR OBTAIN AND PAY
Y FOR ALL INSPECTIONS, CFRTIFICATIONS, EAUIPMENT, ETC •
f j f •
THAT MAY BE REQUIRED. : -
EnA J _��J P
- _ - rlp7lli-:'ia,grlrrl rl;~ -_---~~- 4. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, •
'�J� DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL 6E SUBMITTED TO THE OWNER FOR REVIEW. •
ryfhr,r;llr lrrllHlF lHlHr';r �~~�EGP NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
l,l:r fY a<i!'lill T"hPr �� / THE OWNER.
5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR •
RESTORED 70 THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OMMER OF THE IMPROVEMENTS.
6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING
DIMENSIONS. • _��F�
7. ENGINEER ANO/CR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS • =z
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. • 1'S834 _
it =
j a - N79'31'4i n \
8. CONTRACTOR SHALL MAINTAIN AN A$ BUILT SET OF DRAWINGS TO REGARD THE ACTUAL LOCATION OF • �'� A Q�E C�^.��
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OMER UPON COMPLETION OF THEEB
� �''•,',4UC L�•``
I / - ,`'22 - _� I PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER. • """
I
) 9. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE ANDi •
i-,
SIGN MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE •
28 SPACES n J¢ ,II ON THIS PROJECT. THE RELOCATION OF ANY UTIU7Y SERVICES REQUIRED TO COMPLETE ANY PORTION OF
IE! THESE CONSTRUCTION PLANS SHALL BE THE RESPONUBILJTY OF THE CONTRACTOR_ ;
1 10- THE CONTRACTOR MUST, AT ALL TIMES. KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE •
�' J ■ i MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE REMOVED •
_ "l'-'1 Epp j`TYP- 12 SPACESF3l �il 111'i, Irr J FROM THE SITE ON A DAILY BASIS. • wv�.poum .�.
!jj 11. FINAL ACCEPTANCE OF WORK BY THE LOCAL GOVERNING AUTHORITY SHALL NOT BE MADE UN€TL ALL • i�
O w r i WORK SHOWN ON THE APPROVED PLAN IS COMPLETED. • T IS-
\ it I •i
N6• rr �z ' �.�� �EIF '- 12. CONTRAC70R SHALL CALL "NORTH CAROLINA ONE CALL" AT LEAST 48 HOURS PRIOR TO BEGINNING • w �,.
E1J -�--r i �I f +f r+ +I (I CONSTRUCTION OR EXCAVATION ON SITE TO HAVE EXI51ING UTILITIES LOCATED. CONTRACTOR TO CONTACT • w oc
! I I I I 1 I r r' li i I ■ + fj ANY LOCAL UTILITIES PEAT PROVIDE THEIR OYM INDEPENDENT LOCATOR SERVICE. CONTRACTOR SHALL • -�U, LL
IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER. • Z27 SPACES
is
r o t -
_ D1S�URBA�C�
© y f 13. ANY EXCAVATION MUST 9E RETURNED
IN AND TAMPED AT THE CONCLUSION OF EACH WORK PEfi1DD, AND • M'
- L „ Iyu�Vlur,!n0ntuiLlul;uNPIu1I nilVllil,lull lwln c„r;nlla,uulnn cl :�P 27 SPaCE.S` I 5 f 1 C 7_�
■■ I J EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. • f
J '.1AL,I^r,Illrin.,.1 3'3'6„_I r
o� ,,� _
����� ', hA �MI?1eY '�r:i�:1E11!I IIH�J''UV li IIIII lhnlHlil fi-I'. !
WOOD BE INSTALLED BY
• 11 I 51GNAGE, STRIPING: AND MARKING NOTES
/ ? 2 I�+' 1. ALL SIGNAGE SHALL CONFORM TO STATE DOT STANDARDS SIGNAGE SHALL • e
11�\\ L� - J f. CONTRACTOR. • In" 1
L
ICAf AL LOT STRIPING AND DIRECTIONAL ARROWS SHALL RE WHITE REFLECTIVE PAINT AND SHALL CONFORM
• O ,F5F5p55�
TO STATE DOT STANDARDSSPECIFICATIONS.•1� 2 STAN AkD U Orr A b
- �• M E
!III f rP.I - 1 _ '.-,:7r sue, a4 4..:�.a+ i' � '3a., � - •
d. Ilff.:IIN' - .. ,_.,:"�r� a;.� --� - v. / .lcl,rll -
J� fA IIWI,rII - '`Sr+'�aT' 3. HANDICAP SYMBOLS SHOWN IN THESE PLgN$ ARE FOR LOCATION AND INFORMATIONAL PURPOSES ONLY. •
SEE DETAIL SHEET FOR ACTUAL CONSTRUCTION MEANS, METHODS, AND MARKINGS. • I � � / w�s"Y<}
p5 _ �; - / / / / / / I -:,>> �; ., ,d', .4 1 ♦j:. L ..,1.i + 1; f rI I':r" - _,,��\. _ •
O / /
/� :, '� � r •?,r '+VA 4. ALL TRAFFIC CONTROL DEV3CE5 PAVEMENT MARKING SIGNS AND SIGNALS SHALL BE DESIGNED,
'' INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET FORTH IN THE MANUAL ON (1F
��0 �-- / // i �//. i / / ! ,ry I`--,: C .;.. f, `.. =,. `.,r K3" "eFT ,. '�°• F-' - f � UNIFORM TRAFFIC CONTROL DEVICES. •
� m� `� n.r., , / // / .�� •€� _ ' S^ ��;fa t x �; 7 a; 1;���. ,uu!r! -�:-. 2, r � -
r
t
�� .i... -, ,� i i �r� �� / / / .,� � ,ice ''�. i% �- ,fir>a 'ti -:/-� 4 `e, ^� � x �.�, �' t r, \� �7h,A f,.l� _ _ �' 1 • �
i
k CONCRETE AND SIDEWALK NOTES •
.- / •.: , / / ' it 'ate ` ® in;.:., '�'.` ,y„ ;xkn 1i l t;. _
- - � / ` / / � � ,T ,,,. "`:;�:.., , k<,.'�! •s,._ ',�- ,,gr 1. CONTRACTOR SHR LL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS JOINTS AND INAw
r., i s tY.-:.�.,.. t.. - -
IINIrIN'li I�;i I;rp - / i I* ,:U*f °,, :y r�s'A, y3 S =? c. 7 -r. - r:,;. , - r SPECfFICATi0N5. PROVIDE CONSTRUCTION JOINTS IN WALKWAYS EVERY 10' MAXIMUM OR AS INDICATED IN
` • jieONe rZ _ (MAXIMUM),
,f - �/ , / / / / i / DOUBL`c c"-� '�I -"`-?; `H .51 �"u„- - , •*-l-q Yg p',' , r1 !u_''.trq:r;;W PAT
J J _ �f ARCHITECTURAL PLAN SHEETS. : ❑
/ WIDE GATES ® J ; n, _ ;I" L o M,rl i
/ emu' i _ m •
a:JT & 2. CONCRETE PADS AND WALKWAYS: UNLESS O7HERWSE NOTED ARE 3000 PSI OF 4" THICKNESS WITH 0'
4f Al
/ / LC"
ll. f� LJ - • W
/ a.'.,:'. _ �,'W&itlJ'�I! 'Ifll;' 12"x12" x1.9 >< w1.9 WELDED WIRE FABRIC THROUGHOUT. • R
F_Ilrflllifl •
�� LNCF , � Ail rrrl;f';'Ii�rJr
� / !P N8J'73'ECM - ;_1 - "� - j1 Jpy "-.-''� 3. DUMPSTER PAD SHALL BE MOD PSI (2$ DAYS STRENGTH), 6- THICKNESS, WITH 6" x 6" WA.O X W4.0 •
3+"W" �:_ 1 WELDED WIRE FABRIC THROUGHOUT. •
35W N
4a'\ 118. a5 = N 11 1 %� /lam
INP TRATICN ITANIN NO2'S6'16"E j(J _ 1 ary 1i i 1` 4. DESIGN AND SPECIFICATIONS OF CONCRETE PAD FOR PROPANE TANKS TO BE PROVIDED BY PUBLIC • z \
9.72
27.80 SERVICE OF yPA,,�, CAROLINA�PSNCI. Cj
k f _ ' / / �'AIHI♦Eul]NIU�{IIn1111!I�uNINIuhlllifNlnlI3GI NIUNIIIWIInJll3lul Illlnll� � i k I • V7 \
\\������a •, , � / / � / / / �j - I I; i ., �� l � � 1 , I' I � l' CONSTRUCTION NOTES
z j [f _ ■�
/',X 1. SLOPE OF ASPHALT AT HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1/4" Q
i _ _ I PER FOOT. •
SIGN / / /. - .� V7 -` 25,00 - �T�1
/ - f -� / / .,' 'L7^W `� N6T43' 99"W _ z._.J i I
/ _ i / _ _ 137.7C 1 I ACCESSIBILITY NOTES
- CP I' _ I J �` "'�_ i. AL REQUIRED EXITS 1NL NEED 70 BE TREATED AS AN ACCESSIBLE ENTRANCE AS PER SECTION 6-2-1-2 • O m
/ i ,% �,• / % I -.-� I _ II f ` VOL. 1-C AND THESE EXITS MUST MEET ALL REQUIREMENT$ OF VOL. I-C. • Z }
// f i PHz�E !: POND 6 � • ❑ ,�.�
2. STANDARD 117-110 RESERVED PARKING AND MAXIMUM PENALTY E250 NCGS 20-37.6 SIGNS MUST BE 1-1 nI Y L
T II II II-'.1,1l1ifl /; �I m� f I 1� CDNC i 1 INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN ACCESSIBLE SIGNS) MUST BE • j CD U z "I
G
/ `-, o '� li PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES. • U W J \
;G f/
Ej PAD � • �Q TL �u
cokc E waft i! GAS NOTES ;
- •
PAp STING I `�"�� 111 1. CONTRACTOR TO COORDINATE GAS UTILITY INSTALLATION WITH CAMPUS PHYSICAL PLANT PERSONNEL.
._Y / I
�ul��yj4luu''I L'I(t SPACES
N86'72'r 1 "W T
E7 SPACES � � I
rJ-_- J I INKZ.. I Ll'.�I �-`j _r .\ 11 I -. r, I / •
A
LA z �F Vy
.SO•' 1J Ir k';,S s r F,,.y1+J, I ; s i , `�."x i - -li 1
� � t
�.. � �'. t,`�, � "� �^ 7ff»> � � �f ..:.IIIII-���38��--���` x � � ' i I � ! •
CONSTRUCTION NOTES •
AD ALTERNATE I
P,..,. 1
i� ��� _ �y _ r .��+,�-.- r _ � � �I NI!T11
l��l�rlll paIIIIIINiIh� SEE SIDEWALK NOTES FOR SP£CIFICATYONS �
.� �i 1-r� AND CONSTRUCTION MEANS ANp METHODS
/ (SEE NOTE
- vs r- -.� PAD I'
! x r lr C) CONSTRUCT s' WIDE CONCRETE WALK
1 i I h �T� I BE10 FAI CONSTRUCT 6' WIDE CONCRETE WALK • j
_`C x 4 +i , - BRA NJNHI 7IIIY �i / i `(
4- k. j � _ � � QpR � 1 [I� CONCRETE DUMPSTER PAD, SEE DETAIL 5.10
WHERE NEW ©€NS7ALL srEPs; SEE ARCH. -I
CURBING IS ;4 = yll ;t ��_ RAMP, COO Q �_ i iD INSTALL 5 TO fi CONCRE� SIDEWALK TRANSITION. �,J�
1 KE INSTALL 10' WIDE CONCRE� SIDEWALKINSTALLED. 'ri]I a PHASE
a - ~~ i t ; a
v I ©F INSTALL 1$' WIDE CONCRETE SIDEWALK `
ROADWAY WIDTH TO V
[TIT73 �� INSTALL 15' WIDE CONCRETE SIDEWALK • Q
BE 24' FACE TO^` % T . I ASPHALT k- H INSTALL CDNC_ SIDEWALK TO MATCH EXISTING V
'r I - SIJ. t ,T'? ` I 2i . B';:=r WALE RAYF - 'y z PARKING _ r _ \
FACE. li _ © a ,D-c ,U -, .cr. ( �f _ pP % � 9 CONCRETE SLAB: SEE STRUCTURAL DETAIL 2 ON SHEET S-8 • } J =
_ �• gip- > srs r :. ! \ ! i / - +r 0 24" CONCRETE CURB AND GUTTER; SEE DETAIL SHEET C-5.1
tI \�O/v it
"" FA FLUSH CURB AND GUTTER ! a
INSTAL CONCRETE H_C. RAMP; SEE DETAIL SHEET C-5-i
SEE AR,CHIT�,CTURAL. � X _ W
= W IB� � INSTALL H.C. RAMP; SEE ARCH. •
I - (� iJ L - - li-
=;I® ° PLAN,FOR DETAILS . ' z '�.i !j �� TRANSITION To PLUSH CURB
-� TURN DOWN SIDEWALK; SEE DETAIL 5.1R •
I IN THIS, AREA a - Q - -��
TEL 1 ®` f v � � T P �_ h� --- z �11 �I _ - - ® INSTALL 24- VALLEY GUTTER: SEE DETAIL 5.1S
MH - f - i _ _ i MATCH STYLE AND WIDTH OF CURBING: CONSTRUCT CURBING
INSTALL FLUSH CURB AT MECHANICAL YARD SEE DETAIL 5-1U • V
INSTALL LIGHT DUTY PAVEMENT; SEE DETAIL 5.11­1 ,, ll (�
INSTALL HEAVY DUTY PAVEMENT- SEE DETAIL 5.11 • V ACFHr
�OiSl�f NSTAASPHALLTCONC. PAVEMENT PAVEMENT
SEE DETAIL S.IA
71
a f JJ� O !� '.1� ��, <'' Ld
BANKS STREET ASPHALT PAVEMENT REPAIR; SEE DETAIL 5-i T ♦ _
INSTALL TEMPORARY GRAVEL DRIVE LU
�� �C�A ADD ALTERNATE: [I INSTALL VAN ACCESSIBLE H_C. SIGN; SEE DETAIL 5.11) � p
aga� _ FA INSTALL H.C. SIGN: SEE DETAIL 5.10 g
,. a':•- '� : d ---� / .`-. NOT USED
t 1NALLACE ROAD REMOVAL: •
INSTAL CONCRETE $OLLARDS
1 DEMOLISH AND REMOVE EXISTING BROKEN ASPHALT AND •
GRAVEL SU® INSTALL VAN/CAR POOL PREFERRED PARKING SIGN: SEE DETAIL 5.1M •
iri�yrr� I➢ IA-';:,`�;,! ,�,: ,; I Ini / GRADE TO PROVIDEBBASE IN AREA SHOWN ABOVE. FILL WITH TOPSOIL. POSITIVE DRAINAGE AND SEED PER SPECS. INSTALL CONCRETE WHEELSTOPS; SEE DETAIL 5.TP •
7i/iy,Fii i _ r Q y / PAINT 4" WIDE STRIPING • `
PROVIDE VALLEY GUTTER PER DETAIL ON SHEET C9.3. • j
� PAINT 4" WIDE STRIPING AT 45' ANGLE
r LJ"ml'IT!FIfi17;,„ryl,L'1. P ,'I, Illllllli ,I IIIII fn.-lfil�"16 - \ RR VEW Y CONNECTION.
SPACES AS SHOWN TO DELINEATE INSTAL CHAIN LINK FENCE
J IUnhpP119f141..illl lrlNllll;';p;111+fllllflul� _\ V-� �� __ J INSTALL ONE 5 LOOP IN --GROUND MTD. WAVE -TYPE BICYCLE RACK
�A -C _7E7ufIIIIIIIaII
! r - ®/ ��i1111113EllliEllllll{il E \ - \ -` EXTEND EXISTING SOIL OR1VE TO EXISTING PARKING LOT. 42" HIGH •
'ROVIDE 4" CABC WIT'r{ WOVEN GEOTEXTILE BETWEEN SUB -BASE
' .GUN --- 1 ND CABC. WOVEN GEOTEXTILEOFABRIC TO BE MIRAFl 600X. I] MECHANICAL YARD; SEE ARCHITECTURAL FOR DETAILS •
'��- -` <MOCO 2002, EXXON GTF-200 R APPROVED EQUAL
•
o •
I = o - I �`
'. IIIIIi11II �i�'� I JI ,"r Eop
1 RH
t l
231 a.
' 586'55'C9"E • •
•
1 I
•
-��,�
• ^� otJ1>� G sfcM NIDOL P. KLT FENCE
-- _ _ • s a
/ ® z
1 'IrN�C II Irl'�1gGihllt«.0 a Iw ul � � ' � � f i •
1 /
oNc • V L
I I CDNC
• O J
MARICUL7UR E BLDG. . - t SHADINGLFG£ND d
E%(STING CONCRETE PAVEMENT o • L C y
r PARKING DATA z25 �1
C+' II - EXISTING BUILDING PARKING REQUIRED : II SPACE PER 600 SPACE PER OFFIC O FT PLUS \ : _ ` _j � 7 Z
r�f {rr�j rI��I 0
Ij �N ® iUi € - NEW CONCRETE / CONCRETE SIDEWALK$ BUILDING NAME REGULAR SPACES 3i_C. SPACES
ii y�/i MH (O��fau'�A1l7II. r.4 _ f , �. J, -111
iOq tt - 1 -LIMITS OF CONSTRUCTION
V a MAR CTMLTURE SCIENCE
08 1 •
MAkICOL - 22 1 - STANDARD CURBING TOTAL NEEDED 120 -�- a • W fiJ �I p
MH o • I` fi ICI S 7
r EXISTING PARKING REQUIRED, 98 SPACES •
i^ f 111Jflll:11911uf I III P.ii6n, IIrE 1 i -FLUSH CURSING c 0
MH ® r jI
pI MH 0 - --. j CONC EXISTING PARKING REMOVED: 109 SPACES m r
MH
UTLEF
- MH MH O OPIPE j PAD i PARKING NEEDED: l09-98+125=136 � •
_ Q PARKING PROVIDED: 136 SPACES (INCLUDES 6 • 1 J
- ASPHALT PAVEMENT PATCH
i HANDICAP SPACES)• f �,
MH I FUTORE WORT( I
O MH ALARM ' (NOT IN 11 GRAPHIC SCALE
® sroRM i (CNTRACT) i =--��J • CID\,
WATER iTpO O
IN FEL
SYSTFM I �- - a
L inch = 30 ML • �
•
SITE PLAN - PHASE I • TCTAL •
711! L; r '
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FFF 14.50
RAMP.
SIGNS
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MARICULTURE BLDG,
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SHEET NOTES
1_ ALL DEMOLITION, AND ANY SU95E9UEN7 CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH
•
•
THESE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL GOVERNING AUTHORITY.
•
•
2. ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
•
APPLICABLE STATE, COUNTY. AND LOCAL CODES.
:
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS. CERTIFICATIONS, EQUIPMENT, ETC
THAT MAY BE REQUIRED.
•
4_ IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
:
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNNER FOR REVIEW.
•
NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WATHOUT THE WRITTEN PERMISSION OF
•
THE OWNER.
•
•
5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR
RESTORED TO THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS.
•
,/,y'•
6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING
DIMENSIONS_
• QY_ y '_
7. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS
• t 7agJc
ASSOCIATED EWTH THE PROJECT AS SET FORTH 1N THESE PLANS.
A 15834 `
• ?Ol f,MgNE �y�:
B CONTRACTOR SHALL MAINTAIN AN 'q5 BUILT $[T OF (DRAWINGS TO RECORD THE ACTUAL LOCATION OF
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
• q H' `
• '"•,'4UL
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER.
9. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND
MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECT+ON OR USE
•
ON THIS PROJECT. TkE RELOCATION OF ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF
•
THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR -
10- THE CONTRACTOR MUST, AT ALL TIMES. KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE REMOVED
FROM THE SITE ON A DAILY BASIS.
11. FINAL ACCEPTANCE OF WORK BY THE LOCAL GOVERNING AUTHORITY SHALL NOT BE MADE UNITL ALL
WORK SHOWN ON THE APPROVED PLAN IS COMPLETLO.
•
=U' �R
!
•
12. CONTRACTOR SHALL CALL -NORTH CAROLINA ONE CALL' AT LEAST 46 HOURS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION ON SITE TO EXISTING
E
HAVE UTILITIES LOCATED. CONTRACTOR TO CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN INDEPENDENT LOCATOR SERVICE. CONTRACTOR SHALL
s
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IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER.
•
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•
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13. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND
EQUIPMENT AND SUPPLIES RETURNLO TO THE STAGING
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CONSTRUCTION AREA.
•
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SIGNAGE, STRIPING, AND MARKING NOTES
I_ ALL SIGNAGE SHALL CONFORM TO STATE DOT STANDARDS. SIGNAGE SHALL BE INSTALLED BY
CONTRACTOR.
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2. ALL LOT STRIPING AND DIRECTIONAL ARROWS SHALL BE WHITE REFLECTIVE PA
PAINT AND AND SHALL CONFORM
TO STATE STANDARDS AND SPECIFICATIONS.I•�f1
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DOT
3- HANDICAP SYMBOLS SHOWN IN THESE PLANS ARE FOR LOCATION AND INFORMATIONAL PURPOSES ONLY.
:
SEE DETAIL SHEET FOR ACTUAL CONSTRUCTION MEANS, METHODS, AND MARKINGS.
•
4. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED,
•
INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET FORTH IN THE MANUAL ON
N
UNIFORM TRAFFIC CONTROL DEVICES.
•
•
CONCRETE AND SIDEWALK NOTES
1. CONTRACTOR SMALL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS, JOINTS AND INLAY
Q
SPECIFICATIONS. PROVIDE CONSTRUCTION JOINTS IN WALKWAYS EVERY TO- (MAXIMUM), OR AS INDICATED IN
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ARCHITECTURAL PLAN SHEETS.
• 4
•
2- CONCRETE PADS AND WALKWAYS; UNLESS OTHERIWSE NOTED, ARE 3000 PSI" OF 4' THICKNESS WITH
•
r F T T2 xl2 •I 9 w 1.3 WELDED WIRE FABRIC THROUGHOUT .
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D.
•
3 DUMPSTER PAD SHALL BE 3000 PSI (28 DAYS STRENGTH). 6' THICKNESS, PATH 6" x 6' W4.0 X W4.0
WELDED WIRE FABRIC THROUGHOUT.
• N
4 DESIGN AND SPECIFICATIONS OF CONCRETE PAD FOR PROPANE TANKS TO BE PROVIDED BY PUBLIC
• \
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RVJ_f'.E OF KORTH CAROLINA (PSNCI.
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CONSTRUCTION NOTES
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1. SLOPE OF ASPHALT AT HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1/4'
•
PER FOOT.
•
ACCESSIBILITY NOTES
1. ALL REOUkRED EXITS WWLL NEED TD BE TREATED AS AN ACCESSIBLE ENTRANCE AS PER SECTION 6.2.1.2
• J }
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VOL. 1-C AND THESE EXITS MUST MEET ALL REQUIREMENTS OF VOL. 1-C,
•
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2. STANDARD R7-Bq RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.6 SIGNS MUST BE
• U IN y Z �
INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN ACCESSIBLE SiGN(S) MUST BE
PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
•
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GAS NOTES
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I. CONTRACTOR TO COORDINATE GAS UTILITY INSTALLATION WITH CAMPUS PHYSICAL PLANT PERSONNEL.
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CONSTRUCTION NOTES
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SEE SIDEWALK NOTES FOR SPECIFICATIONS
ANp CONSTRUC17ON MEANS AND METHODS
•
1 INSTALL 5' WIDE CONCRETE SIDEWALK
INSTALL 6' WIDE CONCRETE SIDEWLKKc
•
LI�@i INSTALL B' WIDE CONCRETE SIDEWALK
:
�j INSTALL 10' WIDE CONCRETE SIDEWALK
•
Op] INSTALL 12' WIDE CONCRETE SIDEWALK
•
•
INSTALL GRASSPAVED AREA', SEE DETAIL 5.,J
j INSTALL CONCRETE H_C- RAMP; SEE DETAIL SHEET C-5.1
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PARKING DATA
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PARKING REQUIRED = 1 SPACE PER 600 SO FT PLUS
PER
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• 7 p
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1 SPACE OFFICE
NAME REGULAR SPACES H-C. SPACES �
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SHADING LEGEND
HEALTH SCIENCE
MARTECH
90 3 —
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' EXISTING CONCRETE
MARICULTURE
TOTAL NEEDE
06 1
120 5
s
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PARKING
- EXISTING BUILDING
EXISTING
EXISTING REQUIRED:
EXISTING PARKING REMOVER
9$ SPACES
109 SPACES
•
•
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pl r°1% w P
DWI
_ NEW CONCRETE / CONCRLTL SIDEWALKS
PARKING NEEDED:
109-98+125-136
•
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1 11 1 i 1 iI 1
-LIMITS OF CONSTAUC ION
PARKING PROVIDED:
136 SPACES (INCLUDES 6
HANDICAP SPACES)
•
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- STANDARD CURBING
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- FLIJSN CURBING
GRAPHIC SCALE
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- ASPHALT PAVEMENT PATCH
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{ IN FEET)
•
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- GRASSPAVEp AREAS
inch = W 1 tE
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SITE PLAN - PHASE II
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WIDEBCATES
�b352 C6'
53.33
WAYNE WEST BLDG.8G'94
FFE 22.00
15 -j
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17
j'TYP. 12 SPACES
53.67'
72,94' FFE 22.0
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WAYNE WEST BLDG. PARKING
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MARINE TECHNOLOGY BLDG. PARKING
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9'
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FLUSH CURB
I inch - 20 fL
WAYNE `:VEST BLDG. H. C. PARKING
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FIST
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CtAIP: 1 I
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FENCE
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SHADING LEGEND
- EXISTING CONCRLTE PAVEMENT
-- EXISTING BUILDING
- NEW CONCRETE / CONCRETE SIDEWALK
- LIMITS OF CONSTRUCTION
- STANDARD CURBING
- FLUSH CURBING
BANKS STREET ASPHALT PAVEMENT RE
- ASPHALT PAVEMENT PATCH
�61
LLL
LIGHT DUTY ASPHALT
- HEAVY DUTY ASPHALT
SHEET NOTES
1- ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH
•
THESE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL GOVERNING AUTHORITY.
•
•
2- ALL DEMOLI TIOH AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
•
•
APPLICABLE STATE, COUNTY, AND LOCAL CODES-
•
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS. fQUIPMEN 7, ETC.
THAT MAY BE REQUIRED.
+
•
4_IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
:
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW.
•
NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
•
THE OWNER-
•
•
5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR
:
RESTORED TO THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS.
fi_ CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING
•
DIMENSIONS.
• a
7. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MLANS AND/OR METHODS
SEAL
: E TSB34 Iy
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
S. CONTRACTOR SHALL MAINTAIN AN 'AS BUILT' SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF
PIPING SHALL BE GIVEN TO THE OWNER THE
• �., p ��,.�
ALL PRIOR TO CONCEALMENT- DRAWINGS UPON COMPLETION OF
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER.
9. THE CONTRACTOR {S RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND
•
MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE
•
ON THIS PROJECT. TIE RELOCATION OF ANY UTLiTY SERVICES REQUIRED TO COMPLETE ANY PORTION OF
THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
•
10- THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES. OR H15 WORK. ALL DEBRIS SHALL BE REMOVED--arw
8j
FROM THE SITE ON A ONLY BASIS-
pal
11- FINAL ACCEPTANCE OF WORK BY THE LOCAL GOVERNING AUTHORITY SHALL NOT BE MADE UNITL ALL
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WORK SHOWN ON THE APPROVED PLAN !S COMPLETED.
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12. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" AT LEAST 48 HOURS PRIOR TO BEGINNING
ix
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CONSTRUCTION OR EXCAVATION ON SITE TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN INDEPENOFNT LOCATOR SERVICE- CONTRACTOR SHALL
•
z
;•
IMMEDIATELY REPORT ANY DISCREPANCIES TO 7H£ ENGINEER.
w
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13. ANY EXCAVATION MUST BE FILLED 1N AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND
CONSTRUCTOR STAGING AREA.
F
$
1
�s
EQUIPMENT AND SUPPLIES RETURNEO TO THE
•
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SIGNAGE, STRIPING AND MARKING NOTES
T. ALL SIGNAGE SHALL CONFORM TO STATE DOT STANDARDS. SIGNAGE SHALL BE INSTALLED BY
CONTRACTOR.
• -Ci
:
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2. ALL LOT STRIPING AND DIRECTIONAL ARROWS SHALL BE WHITE REFLECTIVE PAINT AND SHALL CONFORM
•€
{
TO STATE DOT STANDARDS AND SPECIFICATIONS.
• v
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3. HANDICAP SYMBOLS SHOWN IN THESE PLANS ARE FOR LOCATION AND INFORMATIONAL PURPOSES ONLY,
SEE DETAIL SHEET FOR ACTUAL CONSTRUCTION MEANS. METH005, AND MARKINGS.
•
4. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED,
•
•
INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET FORTH IN THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
+
CONCRETE AND SIDEWALK NOTES
:
T CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS. JOINTS AND INLAY
•
SPECIFICATIONS_ PROVIDE CONSTRUCTION JOINTS IN WALKWAYS EVERY 10' (MAXIMUM), OR AS INDICATED IN
ARCHITECTURAL PLAN SHEETS-
•
2. CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 4" THICKNESS WITH
•
12"x12' w1.9 x w1.9 WELDED WERE FABRIC THROUGHOUT,
3. DUMPSTER PAD SHALL BE 3000 RD (28 DAYS STRENGTH), 6" THICKNESS. WITH 6' x 6" W4.0 X W4.0
WELDED WIRE FABRIC THROUGHOUT.
•
4. DESIGN AND SPECIFICATIONS OF CONCRETE PAD FOR PROPANE TANKS TO BE PROVIDED Y@ -� I�
• �'
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SER1gCE OF NORTH CAROLINA (PSNOI,
•
• J
CONSTRUCTION NOTES
1. SLOPE OF ASPHALT AT HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1/4'
PER FOOT.
•
ACCESSIBILITY NOTES
:
1, ALL REQUIRED EXITS WILL NEED TO BE TREATED AS AN ACCESSIBLE ENTRANCE AS PER SECTION 6.2-1.2
•
VOL. I-C AND THESE EXITS MUST MEET ALL REOUIREMENTS OF VOL. 1-C.
• Z
}
•
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2- STANDARD R7-8n RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.b SIGNS MUST BE
C) N w
INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN ACCESSIBLE SIGNS) MUST BE
• LOJn Y
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PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
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GAS NOTES
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a� _LD' E
T CONTRACTOR TO COORDINATE GAS UTILITY INSTALLATON WITH CAMPUS PHYSICAL PLANT PERSONNEL,
•
r
•
•
CONSTRUCTION NOTES
•
SEE 90EWAUK NOTES FOR SPECIFICATIONS
AND CONSTRUCTION MEANS AND METHODS
• ,h
[] CONSTRUCT 5' WIDE CONCRETE WALK
: v
1A CONSTRUCT 6' WDE CONCRETE WALK
11 f
1B CONCRETE DUMPSTER PAU; SEE DETAIL 5.IC
• 6L-i
1C INSTALL STEPS; SEE ARCH.
-A O
15 INSTALL 5' TO S' CONCRETE SIDEWALK TRANSITION-
•
C
1LE] INSTALL 10' WIDE CONCRETE SIDEWALK
•
©F INSTALL 18' WIDE CONCRETE SIDEWALK
IG INSTALL 15' WIDE CONCRETE SIDEWALK
• EO,
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IH INSTALL CONC. SIDEWALK TO MATCH EXiS71NG
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® CONCRETE SLAB; SEE STRUCTURAL DETAIL 2 ON SHEET S-8
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24" CONCRETE CURB AND GUTTER; SEE DETAIL SHEET C-5.1
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VQl FLUSH CURB AND GUTTER
• Z
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VQl INSTALL CONCRETE H.C. RAMP; SEE DETAIL SHEET C-5.1
:
0 INSTALL H.C. RAMP; SEE ARCH-
W
TRANSITION TO FLUSH CURB
+ N
rl TURN DOWN SIDEWALK; SEE DETAIL 5.1R
• !�-
INSTALL 24- VALLEY GUTTER; SEE DETAIL S.1S
:
MATCH STYLE AND WIDTH OF CURBING; CONSTRUCT CURBING
[3J INSTALL LIGHT DUTY PAVEMENT; SEE IIETAIL 5.1H
O
INSTALL HEAVY DUTY PAVEMENT; SEE DETAIL 5.11
• (n
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ASPHALT PAVEMENT REPAIR; SEE DETAIL 5AA
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® INSTALL CONC. PAVEMENT
IUD PAVEMENT
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BANKS STREET ASPHALT REPAIR: SEE DETAtL 5-IT
INSTALL VAN ACCESSIBLE H.C. SIGN; SEE DETAIL 5,10
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9k INSTALL H.C. SIGN; SEE DETAIL 5.ID
: R/
NOT USED
•
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0
4 INSTALL CONCRETE BOLLARDS
7
1{ INSTALL 'VAN/CAR POOL PREFERRED PARKING" SIGN; SEE DETAIL 5-1M
• `-- (�
15� INSTALL CONCRETE WFlEELSTOPS; SEE DETAIL 5.1P
4i
•
59 PAINT 4" WIDE STRIPING
PAINT 4" WIDE STRIPING AT 45- ANGLE
•
:
IN57ALL DUMPSTER SCREEN
j INSTALL ONE 5 LOOP IN -GROUND MTD, WAVE -TYPE BICYCLE RACK
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42' HIGH
•
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1 inch = 20 R
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GEOMETRY PLAN
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BENCH 3 16,57
INV. = 1:E. 16, f WELL
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BENCH = 16.02' ^�iILL fI;I [!11':O„SIfd,LVLI'1.:1gW,11
INV. - 15.53'EXMHi I 1'w d,Lw ! ! rVlnNlei!;,,i,I,hW. / S
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55
OHE � 11W,1k1t1` - r
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f j SHEET NOTES ;
i
� ,. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE PITH •
THESE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL GOVERNING AUTHORITY •
) � V 2. ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
•
FOP W V f , 7 APPLICABLE STATE, COUNTY, AND LOCAL CODES. •
0 I i •
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS. EQUIPMENT, ETC. •
- THAT MAY BE REQUIRED- •
-----� 1 4.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, r
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBIMlTTED TO THE OWNER FOR REVIEW-
E(P _ NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF •
f17111_11r1;'!fl'lI'.0'71 roIL, ,~ �� MII ~
THE OWNER-
r_n1ir, RIM 20,35' •
EENCH = i6.85' - 1 / 5- EXISTING IMPROVEMENTS DAMAG£p OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR •
A,f 11v4, _ `6.44' CJ 1 RESTORED TO THEIR ORIGINAL CONDITION. AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS. •
TLL
•
PP a ° PVC W-1 r 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING 'Ck/.
DIMENSIONS. • _ "gV `9
_ • i
�- ---- fI SE
OHf w 7 ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS _ u
y,�✓ W-- ASSOCIATED NTH THE PROJECT AS SET FORTH IN THESE PLANS- • 'yp �1�7`'="
P'i 8. CONTRACTOR SHALL MAINTAIN AN 'AS BUILT- SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF �O�q "wl
WVM ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE • "''•,'i� LOW`.``"
f - PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER 11O
` 55
S. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND
_ O f' SkGN �r MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEM'ER SERVICE PROPOSED FOR CONNECTION OR USE •
ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF
THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
111 THE CONTRACTOR MUST, AT ALL TIMES. KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE •
r MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE REMOVED • wwIa
TEL i y f FROM THE SITE ON A DAILY 6ASI5. • tls1
AD23
_ 1 f II. FINAL ACCEPTANCE OF WORK BY THE LOCAL GOVERNING AUTHORITY SHALL NOT BE MADE JNITL ALL R 3Ei
V! it ME HYD 1 WORK SHOWN ON THE APPROVED PLAN IS COMPLETED. • 0IK a�I
� �� � r • z
j+I V f 12. CONTRACTOR SHALL CALL 'NORTH CAftOLINA ONE CALL' AT LEAST 48 HOURS PRIOR TO BEGINNING ILI
• ¢ W I
` I 7 CONSTRUCTION OR EXCAVATION ON SITE TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT
riI I! I ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN INDEPENDENT LOCATOR SERVICE_ CONTRACTOR SHALL • Z ¢1'.,
11�■ P7'- rIII IMMED'ATELY REPORT ANY DISCREPANCIES TO THE ENGINEER. • z gl>
13, ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND • FFq
! f EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA_ ♦ i$ a{
UT[L1TY NOTES �
m{:{
i H71f.rd'IrFr! (, r - M f g- UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF • S� T ��
f I - PARKING AREAS, DRIVES, CURB AND GUTTER, OR CONCRETE WALKS/ PADS. UTILITIES WHICH CANNOT BE ♦ �'
'x Jam' INSTALLED PRIOR TO CONSTRUCTION OF SITE IMPROVEMENTS SHALL BE PROVIDED WITH CONDUITS WHERE THEY • U�ig
CROSS SUCH IMPROVEMENTS FOR INSTALLATION AFTER SUCH IMPROVEMENTS ARE IN PLACE- • I_ P t
- 1 • 2. WATERLINE LOCATION ON BANKS STREET IS AN APPRO%1MATE LOCATION. LOCATION TAKEN FROM FAX SENT g f
- � 1 s
- I'TBrT�"-• _ BY STROUD ENGINEERING- CONTRACTOR TO FIELD VERIFY LOCATION- � • �-'•
\\\�� 3- CONTRACTOR SHALL COORDINATE UTILITY SERVICES WITH THE BUILDING MECHANICAL PLANS. •
4- CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SERVICES TO WITHIN 5 FEET OF THE BUILDING
NOTE
i
CONNECTION POINT OR AS NOTED IN THE PLANS-
/ •
5. TRAFFIC CONTROLS FOR ANY UTILITY WORK YITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN COMPLIANCE W+TH
STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), •
PIP
,' r, M � _ �_ ' ��'/ i 'fY / ' �. ,' , /, / ; / FEE 22 0 � W�,� � ,J f •
AD20 1 = 6- A LICENSED UTILITY CONTRACTOR !MUST PERFORM ALL UTILITY WORK INVOLVED IN CONSTRUCTING THIS •
IeT lT z-w PROJECT. •
/ rlg / / / i /� ,' ;�' ,L t • s fa .A`7 ❑ rlwu!-1•Ui.`L%:; ,,r Ci LC 1 - P
OPTICS ® N= z_ _' : 7. ALL GAS LINES TO BE LOCATED PER ME DRAWINGS BY GAS UTILITY PROVIDER.
I� , i ' 3g '�,< �` Es : k-*"5 `�s � u ,d ,e £zs.: tq 's• I•, ' ! -r-�C'''V:IyT� r x _ •
�.k"4fgh'Iflr'„'.,. I! _ •
� - % / �,.. rr•>c s r - f - .. 5 & -
�-, ,F-„ _ &CONTRACTOR TO INSTALL TAPPING SLEEVE AND VALVE FOR THE CITY TO PERFORM THE ACTUAL BORING INTO
�� LBO G O
:......-::: ..�...,.�..., ,.,c -�t:.�ai,, d.,Y .V=,. •,:" a�>.,,,,: "an<':,. .4 '.. ^I �_. WYrIYdIW':.:Ir; f- -
/ 1 _ �/ / // / / ---•- - - - ®,- .III. Idr 1 ),r r �6r i - THE N WATER LINE. THE CONTRACTOR WILL THEN INSTALL THE REMAINING WATER LINE FOR SERVICE TO •
_ Jr............i..r...... ....:a ................ e.. ":�:...i...... . .:?. :�. �............i ..i i.........,�.a....... , � '�= FENCv If j r ilk': 0!i:: l V E EXISTING
/ - THE BUILDING_ •
Y ••I'LC��� f 1r lI'f� 9. PROVIDE A 2• SERVICE CONDUIT TO BUILDING FOR TELEPHONE LINE INSTALLATION.
i INFI LTRAT N BASIN \ '/ , ,// / i J _-0 -GS---asp MH34 I -...:! "tf q! f111L_ 10- CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF METER BOX AND METER SETTER- METER SHALL • z
} / / c // TEL f BE PURCHASED FROM THE U77LITY PROVIDER BUT WILL HE INSTALLED BY THE GENERAL CONTRACTOR. •
V by / / r idk'hH11rtINII!!tl1111�WdiNitl kN,uNId1WIllhNji{kN!11lIN4PV10111lIlIIIIIN iI � Sou rli� JC{
C 7/ © MH30� BOX ELC f I 11. THE CONTRACTOR SHALL CONTACT THE LOCAL DEPARTMENT OF PUBLIC UTILITY INSPECTION DIVISION AT
o`' - - {I� 4r � `"7 ® _ = rli LP LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES OF WATER AND / OR SEWER IMPROVEMENTS TO • %L
! rI r SCHEDULE A PRECONSTRUCTION CONFERENCE, • Wx
SIGN _ / / / / c, _ --� - pP fl I 12. ALL UTILITY INSTALLATIONS SHALL CONFORM TO THE TOWN OF MOREHEAD CITY ENGINEERING STANDARDS
V i - / ;_ �/ / / f / / / riP g� U a TEL
fI� a LATEST EDITION •
,- (��.r-r/ % /r / / /i / y/� MH31 �, WELL - II 'L� �},
/ , i o ; oHE - WATER NOTES + o }
UOPJ I.�TC LP - - ®_..- -,/ I -f _/ ./ / // / _ _! 1 f PHASE I. POND B B C `''IA C. _yP-Py- lP Z Q }
j� /.-.I .�6_r (iENGTH=25FF) --✓-,- / \ `vf �' 1. WATERLINES, 12' AND SMALLER, SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF ANSI-AWWA • Q
14'ATER // I / r i OUTLET 32 I P'X,E l C151 PRESSURE CLASS 350 OR PVC PIPE MEETING THE REQUIREMENTS OF AWWA C-900; CLASS 200. • ~? g W
VAULT TI19n,rnllll , Irl = �:z
/ i
S f i2 // / / ��\ / /J LONG " `. y.€ _ 2 ALL WATERBNES SHALL HAVE A MINIMUM OF 3-5 FEET OF COVER • b
' PAD UO T0- U
T£Ls,,� / _ -I - �` Ls.:1 3. WATER SERVICES FOR THIS PROJECT SHALL BE CONSTRUCTED OF THE FOLLOWING MATERIALS: ♦ i J
/ j S' =T I f r7 _v CCNC ,�r.d LIGHT !� V DOMESTIC SERVICE PVC C900 & BRASS
PAD '? SWINC r `'{ FIRE PROTECTION SERVICE DUCTILE IRON PIPE dl PVC C900 • POLL 3 !I
- I i / / 1 5 / j Q, / I; it - C3,t .a �1 1 41 - • '{� WI 4. BACKFLOW DEVICE FOR FIRE PROTECTION, DOMESTIC SERVICE, AND IRRIGATION SHALL BE A DOUBLE CHECK �
- / „ ^- r� W� VALVE ASSEMBLY FROM THE CHECK VALVE APPROVED LIST MEETING LOCAL JURISDICTION REQUIREMENTS AND
oQ 11EI1II - !� /' - 'i4W1 PLACED INSIDE AN UNDERGROUND VAULT AS INDICATED IN THESE PLANS-
m& - 3 �!*.• N1` "� = J ` to I a r� / W 'I ! frf 111 5. FIRE PREVENTION SACKFLOW PRE VENTER SHALL BE INSTALLED IN A VAULT DI
D•
--- _ C�Aln7 _rNit Ff:VCE-- �il �I !f ' / � CB
6. WHERE WATERLINE CROSSES STORM DRAINAGE LINE, CONTRACTOR SHALL PROVIDE A MINIMUM 1EI •
_ CLEARANCE BETWEEN PIPES.
® 5 _ T - 6 �MH .. .� % si INV. ® I''N39 _
\\\\\`�I „III; b;IIdrP9rydll IL{fl'.I r(Fi - _-METAL INV. 8" (LENOT H=25FT) 0b , , SEWER NOTES •
l _
PVC _
INV. 6.4 x-��__
f LP
_ tl'1 ill, EIIIII' r' j ( ) - 1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARING CASTINGS-
o - D3 fix. sl 10"RUBBER - Mom, z •
••:,C4gV ••+•6 f Y-."p ~< P -4j, • AD1 ! ''' = 8.5 g1 0-. BLOCK __ram x f f I 1r 2- MANHOLES LOCAL IN PAVEMENT, CONCRETE OR OTHER TRAFFICKED AREAS SHALL BE SET AT GRApE.
o 1 \�1'I1 _ HEADWALL �� K`-�- II
• �`? A02 ��• „ -.-.TS,;, "'�„'', O•••• I Yi,,.',_ �y 1 =I ORIGINS RU BEER_�_tx-�_� ! MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX
Ir . _ _ NOT NOWN INv, r _ x_s� ! l� INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL HAVE •
_ H r. - '. �.- D -.- ! 4,7 `�oS 8'• DRIGP ~ I l~�-� /..._ ! WATERTIGHT MANHOLE RINGS. •
° _- I"= IT III;'W II!1111111i1P1 MILPOIflaRIIII INV. -_\ W _ L FORCE MAIN - LV iK' cON 1al,1ETAL O LP -r, / BOx 1 \II
_/I �f 3. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES. • ,n
` f( - �� MH7- `5 '' AREA PA[T - 7.4�/If Iti MHO` INV 1 .� PP GJR 4 4' SEWER SERVICE - 2-00 "1• SLOPE �J �(►
I� _7/ Irma 11� 1t.W� 1 ,a' 6" SEWER SERVICE - 1.00'Z SLOPE • V1
5t _ 3 r. I� - 3lillf.HPjid111 :,Ifri:I E3CNCH = 7-36' �� P¢Y' TEL '+'r'✓ ALARM 8" SEWER SERVICE - 0.50 X SLOPE •
AD1' ,' i C, p "I' n , x/-...:'A-'� q Ch:,GJNS :OF �;: 9, INV. = 7.09 � � - �� LP � P r�l POST • J
6 =, r r /fin. 7 ; T,,.,, 4, rhEThL - P�, _ LP 4. LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL CHANGES IN OIRECTION. MAXIMUM
' . FEET.
It ,;T W '+- i 1 PHASE I:l'; ! NOT KryGVrk - - - �- RAMPI r CC± 1 P� PP / + Z
I' T - - </ - ���� - I �� �� �� AW ��� 5. SEWER LINES WITH LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE, SEWER LINES WITH
•
A e �l I. 0 O
L _ DI 0 '12CTE: 10" METAL PIPE b o LP - _ , I VAULTS �'�� O
" ' 3 � 4 .. • thy` I I IS�FOR ROOF DRANAGE { ` 1 ���� - GREATER THAN 3 FEET OF COMER SHALL BE AS NOTED BELOW: • • 1
'FOR A PORTION DF I - ASP1+.A1.: SIGNS i P ��-.. I W ���/// 4_ $GN 4D V a
-I _
4 CK WALL I k!A�. -PAi2KiN„ �~ $CN 40 • \ O
_„c7,tiC OG:K - WEST- SDR-35 )
BLDG. 26S WAYNE T Z
TLET 20 - ¢' y� / __ E c L I ` \`cr, I k STORM NOTES ; Oly
? :ita:. v.• ti MH15 - o ��\O\,. n1 l h - b/R ` _ r J / IG f C, l + O
h
8 X 1, DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED IN SUCH
r .. ...s }T,•
A�9 - E•�••, ` ,J - L!J ,�\- A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPINIS ARE
�. 6[],° A010 e••• ,:3 _ .9� Ci )SIMMEDIATELY PUT INTO SERVICE CONTRACTOR SHALL ENSUREFIAT STORM DRAINAGE p0E5 NOT REMAIN OUT OF
} _ - ' III = SERVICE FOR LONGER THAN 12 HOURS AT A TIME PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATEREv
0 �- Q MHB \ _ 1 t"_ it _ - _ 'r y } __ - - - DRAINAGE DURING CONSTRUCl10N. •
•� .
TEL r s? p� eye �' �Y ILL
f
MH = ' N . •:' .jw
....., .; \ I �'1 "SHADING LEGS D ELECTRICAL NOTES
- - -- - - _ - -• - / _ __ 7 1 I _ +r-1' V 1. THE CONTRACTOR WILL COORDINATE THE LOCATION OF ALL HIGH -VOLTAGE AND LIGHTING SYSTEMS ON SITE
- • �• ° F .:.E c �� '-C :L • ! a ,!, �.... \ ... / WITH MOREHEAD CITY ELECTRICAL ENGINEERING DEPT_ • t , V l H-
_i°y'• EXISTING STORM DRAINAGE • V
LENGTH=2CIFTJ - f- ,I y �� .
ro GAS NOTES • �
Lt I ! I� \W r,. \ - PHASE 1 STORM DRAINAGE 1- CONTRACTOR TO COORDINATE GAS UTILITY INSTALLATION WITH CAMPUS PHYSICAL PLANT PERSONNEL • W _O
1 ' d k�1 `::°r ,� - y�S d 4�v Y is $ t'� \ - N'ci f 1- 'ST • W
1 ill - LIMITS OF CONSTRUCTION
l il� UTILITY GONSTRUCTION KEY : o
i . , • tu O
�,.. p,�'. s •�Esi;7t ��Tr�- �� ' - SYNTHETIC MAT WITH 2PSF PERMISSIBLE SHEAR STRESS © INSTALL STORM PIPE AS INDICATED •
FIRE HYDRANT - ••"•• •••• •£ -P 3 n;P - f �: / SEE STORM TABLE FOR INFORMATION
P� o V LE
meµ. -RIP RAP ® INSTALL 4• PRECAST MANHOLE • 1�
® INSTALL CURB INLET
H8 t_i EX JB 36 ma -� /�� ® INSTALL AREA DRAIN
(LENGT•
-
r
r
1-� .. _ !; PIilIlmllolPrlr,IFllfo IaT11� T4ulla'.IP:,;IT,aldvM
'� � o �.` ��1T1F{1��''4477�� ' 11A111711!:II!fNIMNIfkIM1lHkfil4WF�T � _ 1
�?AlII11IIIIIdJILLIlIIT& , -
�.---ram' - �'� -M 6•P,� __--M 1 `.� Vp: y PP
DOE
/I! ti' g a P .'I ELC PP EX DI 3 ss- $
O 11 P W �� LIF ANTI
! IIIIi1!ll!IlIFT RI1q (I Lp - _ -
c f RIM 9 , 2' C.O. �_� _ 1 = s 20'
/ BENCIH - 4,27 DROP INLET P.O.--•V _-0.96'
GRA_= ! 5' OUTSIDE BLDG. i \
i NEW INV IN 4.50 C INV 5.15 fl �VEL INV4!
=48,3' --I
LP I I'' [A f' "
Fs V`L,�... I _ 1 1 JROP INLET G*ATE _ 4. Fj3
s' 4Y f l } I' RA s-4'
I'R = 16
.9' IN'� � _ 1.16'
t
...-7,7
WOOD ff?IC E HONE ---tf K� I F ENOL
p-
-'. FnIIITPiHIdrIIHTi ArIfNFllltl x 1 ! u+
i - w I E7L DL7TL 21
uTi�
O ELC } oVy
C l C�`JC I In
LP V I T�f"ANS`
i
JEED INSTALL 6" ROOF BRAIN UNE AT MIN. 1% SLOPE
•
`,
UNLESS OTHERWISE NOTED
•
V
INSTALL STORM DRAIN SADDLE
INSTALL PVC DRAIN PIPE
INSTALL JUNCTION BOX
INSTALL CUSTOM MANHOLE
•
ENJ INSTALL SUBMERSIBLE PUMP IN MANHOLE: SEE DETAIL 5.3E
INSTALL STORM WATER LIFT STATION; SEE OETAIL 5.3E
TIE ALL STORM DRAINAGE LINES TO NEW MANHOLE
INSTALL 12• PVC PIPE TO ORIGIN OF 12'RCP; ENSURE
POSITNE DRAINAGE INTO POND
INSTALL 2" SCH 40
•
P INSTALL CONCRETE ENDWALL PER NCOOT STD 038-01:
SEE DETAIL SAN
INSTALL FLOW DEMOLITION DEVICE;
SEE DETAIL 5,4J
INSTALL FLOW SPREADER; SEE DETAIL ON SHEET C-4.3
E7j INSTALL a- PVC SANITARY SEWER LINE
rrrr
INSTALL SANITARY SEWER MANHOLE
•
z W N
INSTALL 6" PVC SANITARY SEWER SERVICE
A ` 0
INSTALL SANITARY SEWER CLEANOUT
8 INSTALL 4' CONCRETE MANHOLE WITH RIM ELEVATION 14.15
fl
•
"%w - Q tV
H
INSTALL 2' C900 WATERLINE
•
4 a
z
® INSTALL 2 1/2" C900 WATERLINE
•
U U I.
INSTALL 3' C900 WATERLINE
O
M R I C/-` I ! I TI I 1 30 RCP I 0 INSTALL 6- C900 WATERLINE • 0 :J Q
ql UL I URE I INv 3.a' G
FIRE HYDRANT 1 VIEW SD MANHOLE VIEW H 1O 2® INSTALL 2' DOMESTIC WATER METER; SEE DETAIL 5-2N •����'ff�I PRESSURE TEST. 5TATIC 65 PSf SCALE 1 inch = 3O ft. RESIDUAL 46 PS C3.1 SCALE ! inch = 20 ft. INSTALL 3' DOMESTIC WATER METER; SEE DETAIL 5.20 • L•.� r ' .W F
III J GRATE .-- 4.62 €9 INSTALL I' C900 WATERLINE : L ., Y
!ij 1 5TATIC 62 PSI ® HORIZONTAL BENDS; DEGREES VARIES 1111 ` 0
�R�z '_-- - IjviV = �.�J RESIDUAL 58 PS '� INSTALL 2 1/2' TAPPING SLEEVE AND VALVE • �/� Z Z
� INSTALL 6"XS" TAPPING SLEEVE AND VALVE • V ■
- }I
" METER 1 0
I zi ELC Box 0
MH
/ - ro
11\ MH �]. ELEC l
\ © �z l-rl IE1lLfl'r ly, y,d Il ,IIII IF.'r Lp
MH
OF O MH gp6 LP i
�
.. MIT MH OUTLET --.... , :,o'V(. I 0 END
1pO0 MH O PIPE 0 f PA(: I V/F'�F).�?
MH `^h� ALARM I FUTURE WORKMH
v I . (NOT IN +1f
STORM CONTRACT)
_ WATER -- rDe
SYSTEM
_ - p U V p e UTLITIES NORTH OF MARINE TECH.
s - HOE 5E
SCALE I inch 10 ft.
,I
T f Ili
T.
i
1 Tom, . j fS(1
h< I- a
IW�
•iYy
IF'
''} +4 11 Il
17a (4.1
r 5!� I
�I 1_l
\
W
�
�fhl. �'(g �1d91 el'I
1
1111t
� �1•• �
I 1
S I z�ll
�. i it Y1-�.
/1
N INSTALL 6" DOUBLE DETECTOR CHECK ASSEMBLY:
SEE DETAIL 5-2U z
:
Z 0 �,
0 ` z
CY INSTALL FIRE HYDRANT ASSEMBLY; SEE DETAIL 5-215
INSTALL 2" VALVE
•
•
-
y7
• �
L7
)) I1 2
pp
3L
ro
•
Ca
m
•
C
s N 0
o
GRAPHIC SCALE r
•
�
�
• GA
•
�
N
O
( RI FEET }
•
• C7
L-h=sG n
.
a
UTILITY PLAN - PHASE I
• To -A( •

./
�ONC� 3
AD22 �.. �.......
, f
4 -
1 t:
hl [,
/
_.... -
P
O ON�
WAYNE WEST BLDG,
fi FIFE 22,00
��� �I � W ch�(� -' W---'� -- w.- � IIIiIIIII!IIIIIIII!7piVIIlllllllllll - IILW"..'
'� a�� I i � � rliri�%nlm�Il�rll��e�,4rlTm�mta€Ifi«II nfilrhlultmfi�rmli�fmli�i��
1 1 I
r / ! CU44 --
, f
SIGN '' I
CU45
4
EX INLET 13
PHASE H' FINAL POND
II
AD12 .M 6
'FDp
B
O WL_L
OUTLET 32
1
FFE 22.0
SHEET NOTES
ALL DEMOLITION, AND ANY 5UB5LOUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH
THESE PLANS AND SPECIFICATIONS APPROVE) BY THE LOCAL GOVERNING AUTHORITY.
' 2. ALL DEMOLITION AND SUBSEtlUEN7 CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
SOP r� r f APPLICABLE STATE, COUNTY, AND LOCAL CODES.
,
I
l
~�ION ~"'------ �-1 j + 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS. CERTIFICATIONS, EQUIPMENT, ETC.
f� THAT MAY BE REQUIRED. �
•
E.Op 4. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR.
EOP _ -- DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW.
- _ NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE VATHOUT THE WRITTEN PERMISSION Cr
THE OWNER.
5EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR
w-f RESTORED TO THEIR ORIGINAL CONDITION. AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS.
6- CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING • '�
f...-..- N� c. DIMENSIONS.'Ij �``` ¢�
7. ENGINEER ANO/OR OWNER DISCLAIM ANY ROLL IN THE CONSTRUCTION MEANS AND/OR METHODS S i ��
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. • O 1W34 +
• : A��•....�:
Ey
8. CONTRACTOR SHALL MAINTAIN AN 'AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ♦ � "`TINE
ALL PIPING PRIOR TO CONCEALMENT, DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE •"•,RbL 4lJ;•``�``
%'-I - - PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND
MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE
ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF
THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. •
10. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
y 1 + irrII 1 1 MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES. OR HIS WORK. ALL DEBRIS SHALL BE REMOVED
...j ij I I FROM THE SITE ON A DAILY BASIS. R T
M23 1 ,� 1 . - I� • o�
Z gm
11. FINAL ACCEPTANCE OF WORK BY THE LOCAL GOVERNING AUTHORITY SHALL NOT BE MADE UNITE ALL • as
WORK SHOWN ON THE APPROVED PLAN IS COMPLETED.Ir
i1 !1+ III 12. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" AT LEAST 49 HOURS PRIOR TO BEGINNING
I 1r �'l1 CONSTRUCTION OR EXCAVATION ON SITE TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT • s4 F
! _ , 1 .-- 1)I ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN INDEPENDENT LOCATOR SERVICE. CONTRACTOR SHALL • ZU-,a
�27 I - If W Ifs IJ: IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER. : z :€s�
I
13. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUS}ON OF EACH WORK PERI00, AND F 5i d EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. ♦ �m &I
$11
_ * I UTILITY NOTES • z :
r 1 I. UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF • !- �'
ap '
PARKING AREAS, DRIVES, CURB AND GUTTER. OR CONCRETE WALKS/ PADS. UTILITIES WHICH CANNOT BE'qq{
jfj I� INSTALLED PRIOR TO CONSTRUCT1pN OF Si TE IMPROVEMENTS SHALL 8E PROVIDED WITH CONDUITS WHERE THEY • (n ;•€k
r ' R CROSS SUCH IMPRCVEMEN7S FOR INSTALLATION AFTER SUCH IMPROVEMENTS ARE IN PLACE. • Z 1 gg
:A I 11 • - I s
f
U �I
• f +Ig kf
2. WATERLINE LOCATION ON BANKS STREET IS AN APPROXIMATE LOCATION. LOCATION TAKEN FROM FAX SENT
g'j�'y I 6eE•
_.am-� ,` -- _- - -
r
,:
} -_ s
Ely STROUD LNGINLERING CONTRACTOR TO FIELD VERIFY LOCATION.
3, CONTRACTOR SVI HALL COORDINATE UTILITY SERVICES NTH THE BllILO1NG MECHANICAL PLANS.
r
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4, CONTRACTOR SHALL BE RE5PONSIBi.E FOR INSTALLING SERVICES TO WWTHIN 5 FEET OF THE BUILDING
CONNECTION PONTEOR AS NOTED IN THE PLANS.
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5- TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN COMPLIANCE WITH
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STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (140CD).
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6. A LICENSED UTILITY CONTRACTOR MUST PERFORM ALL UTILITY •rORK INVOLVED IN CONSTRUCTING THIS
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2 ALL GAS LIVES TO BE LOCATED PER PME DRAWINGS SY GAS UTILITY PROVIDER-
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S. CONTRACTOR TO INSTALL TAPPING SLEEVE AND VALVE FOR THE CITY TO PERFORM THE ACTUAL BORING INTO
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THE EXISTING WATER LINE. THE CONTRACTOR WILL THEN INSTALL THE REMAINING WATER LINE FOR SERVICE TO
THE BUILDING.
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9, PROVIDE A 2' SERVICE CONDUIT TO BUILDING FOR TELEPHONE LINE INSTALLATION.
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10. CONTRACTOR SHALL HE RESPONSIBLE FOR INSTALLATION OF METER BOX AND METER SETTER- METER SHALL
BUT BE INSTALLED BY THE
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BE PURCHASED FROM THE UTILITY PROUDER ALL GENERAL CONTRACTOR.
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11. THE CONTRACTOR SHALL CONTACT THE LOCAL DEPARTMENT OF PUBLIC UTILITY INSPECTION DIVISION AT
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LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES OF WATER AND / OR SEWER IMPROVEMLNTS TO
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SCHEDULE A PRECONSTRUCTION CONFERENCE_
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12. ALL UTILITY INSTALLATIONS SHALL CONFORM TO THE TOWN OF MOREHEAD CITY ENGINEERING STANDARDS
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LATEST EDITION.
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WATER NOTES
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I. WATERLINES, 12' AND SMALLER SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF ANSI-AWWA
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MARINE TECHNOLOGY LDG
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! C151 PRESSURE CLASS 35D OR PVC PIPE MEETING TIIIE REQUIREMENTS OF AWWA C-900, CLASS 200.
2 ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER.
3- WATER SERVICES FOR THIS PROJECT SHALL BE CONSTRUCTED OF THE FOLLOWING MATERIALS:
W1 DOMESTIC SERVICE PVC C90O & BRASS
FIRE PROTECTION SERVICE DUCTILE IRON PIPE & PVC C900
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4 BACKFLOW DEVICE FOR FIRE PROTECTION, DCMESTC SERVICE, AND IRRIGATION SHALL BE A DOUBLE CHECK
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ii VALVE ASSEMBLY FROM THE CHECK VALVE APPROVED LIS7 MEETING LOCAL JURISDICTION REQUIREMENTS AND
PLACED INSIDE AN UNDERGROUND VAULT AS INDICATED IN THESE PLANS.
5. FIRE PREVENTION RACKFLOW PREVENTOR SHALL BE INSTALLED IN A VAULT, PER DETAIL. �
w tiHAl1 6- WHERE WATERLINE CROSSES STORM DRAINAGE LINE, CONTRACTOR SHALL PROwD£ A MINIMUM 1B"
CLEARANCE BETWEEN PIPES.
z I I 1 SEWER NOTES
I r 1 SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARING CASTINGS.
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2- MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFICKED AREAS SHALL BE SET AT GRADE.
MANHOLES LOCATED IN OTHER AREAS (LE. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX
INCHES ABOVE THE SURROUNOING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL HAVE •
WATERTIGHT MANHOLE RINGS. �
3. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES: • ul
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4" SEWER SERVICE 2,00 % SLOPE • v
aC' 6" SEWER SERVICE - 1.00 % SLOPE
8" SEWER SERVICE 0,50 X SLOPE
ptiS f 4. LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL CHANGES IN DIRECTION. MAXIMUM
F SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET. O 6
? 5. SEWER LINES WITH LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES WITH • O
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GREATER THAN 3 FEET OF COVER SHALL BE AS NOTED BELOW' �- 4" - SCH 40
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\"°4F i STORM NOTES O o
1. DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED IN SUCH • Z Z
A MANNER THAT THE OLD PPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE •
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IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF
SERVICE FOR LONGER THAN 12 HOURS AT A TIME_ PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER •
1 DRAINAGE DURING CONSTRUCTION. •
ELECTRICAL NOTES
_ 1. THE CONTRACTOR WILL COORDINATE THE LOCATION OF ALL HIGH -VOLTAGE AND LIGHTING SYSTEMS ON SITE O >-
WITH MOREHEAD CITY ELECTRICAL ENGINEERING DEPT.
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1. GONTRAC70R TO COOR0INATE GAS UTILITY INSTALLATION WITH CAMPUS PHYSICAL PLANT PERSONNEL. W
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UTILITY CONSTRUCTION KEY
INSTALL STORM RIPE AS INDICATED �
SEE STORM TABLE FOR INFORMATION
•
SHADING LEGEND
- EXISTING STORM DRAINAGE
•
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,'- - PHASE 1 STORM DRAINAGE •
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® - PHASE 2 STORM DRAINAGE •
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U'17IL1TY PLAN — PHASE I 0 TC'TAi-
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PLAN VIEW
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HORIZONTAL SCALE 1" = 40'
VERTiCAL SCALE 1"=4'
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SHEET NOTES ;
1. ALL DEMOLITION, AND ANY SUBSEOUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE
PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL GOVERNING AUTHORITY-
•
2. ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WIPH PERMITS ISSUED AND APPLICABLE
SOP STARL, COUNTY, AND LOCAL CODES.
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3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTION5. CERTIFICATIONS, EQUIPMENT, ETC- THAT MAY BE
REWIRED.
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4. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWNQ$ ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS
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OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR RENEW. NO DEPARTURES
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FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER-
•
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5- EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR RESTORED TO
THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS,
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6, CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.
7. ENGINEER ANO/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS ANO/OR METHODS ASSOCIATED WITH
THE PRO,ECT AS SET FORTH THESE PLANS.
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B. CONTRACTOR SHALL MAINTAIN AN "AS BUILT SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PR CT
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WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER.
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9 THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION. SIZE AND MATERIAL
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COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PRO.ECT-
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THE RELOCATION OF ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS
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S}4ALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
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10. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS
OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. A-L DEBRIS SHALL BE REMOVED FROM THE SITE ON A
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DAILY BASIS,
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11. FINAL ACCEPTANCE OF WORK BY THE LOCAL GOVERNING AUTHORITY SHALL NOT BE MADE UNITL ALL WORK SHOWN
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ON THE APPROVED PLAN IS COMPLETED.
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12. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" AT LEAST 48 HOURS PRIOR TO
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BEGINNING CONSTRUCTION
OR EXCAVATION ON SITE TI HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES
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THAT PROVIDE TttE3R OWN INLOCATOR SERVICE. CONTRACTOR SHALL IMMEDIATELY REPORT ANY
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DISCREPANCIES TO THE ENGINEER_
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13. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND EQUIPMENT
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AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA.
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GENERAL GRADING NOTES
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1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
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CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING NTHif
CONSTRUCTION FOR NECESSARY PLAN CR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
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NOTIFICATION HAS NOT BEEN GIVEN.
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WHEN HAND PLANTING. MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24
HOURS OF
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SEEDING.
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3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES THAT ARE
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4� 1 OR STEEPER, MULCH WILL BE ANCHORED.
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4- EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE.
PLEASE CALL FOR AN INSPECTION_
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5. SEDIMENT/EROSiON DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED
DR REPLACED THE
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IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF CAPACITY OF THE DEVICE.
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6, SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS OTHERWISE NOTED,
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7 IN CONTRACTOR SHALL OBTAA COPY OF THE REPORT OF SUBSURFACE INVESTiGAnON (IF AVAILABLE) AND FOLLOW
THE RECOMMENDATIONS FOR GRADING AND COMPACTION.
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B. CONSTRUCTON, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIDILTY OF THE
•
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GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
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9. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST RE ON FILE AT THE JOB SITE.
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COMPACTION NOTE
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1. COMPACTION OF THE SOL UNDER PAVED AREAS AND BUILDING AND THE MAINTENANCE OF PROPER MOISTVRE
CONTENT SHALL BE SO AS TO ACHIEVE 982 OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.
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2. WHERE UTILITIES (TO BE REMOVED)IMPACT THE FOOTPRINT OF THE NEW BUILDING, CONTRACTOR SHALL EXCAVATE
•
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AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF PIPE, AND 1 FOOT BELOW TO REMOVE UNSUITABLE
SOILS. Cl SOILS SHALL BE UTILIZED FOR BACKFILL- COMPACTION OF THESE SOILS SHALL BE PERFORMED IN
•
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ACCORDANCE WITH SPECIFICATIONS AND SITE PLAN.
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EROSION CONTROL CONSTRUCTION SEQUENCE
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- OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.Li
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2, WORK LIMITS AND MARK TREES TO RE SAVED, IF ANY, FOR PROTECTION.
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3. HOLD PRE -CONSTRUCTION MEETING WITH INSPECTOR ON SITE, AT LEAST ONE WEEK PRIOR TO THE START OF ANY
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LAND DSTUR81NG ACTIVITY.
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4. INSTALL CONSTRUCTION ENTRANCES, TREE PROTECTION FENCE AND SILT FENCE; OTHER TEMPORARY EROSION
CONTROL DEVICES AS REWIRED-
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5- INSTALL PRE-TREATMENT BASIN AND INFILTRATION BASIN.
•
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6 INSPECnO BY
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RIP RAP OUTLET PROTECTION
LOCATION
LENGTH (FT)
WIDTH (FT)
THICKNESS (1N)
OUTLET 20
10
6
24
TV 17
12
x
24
OUTLET 32
10
6
24
TW 38
10
X
24
X = 213 HEIGHT OF CHANNEL
UTILITY CONSTRUCTION KEY
EIIJI INSTALL SEDIMENT MEASURING STICK
EROSION CONTROL LEGEND
- INLET PROTECTION - SYNTHETIC MAT WITH 2PSF PERMISSIBLE SHEAR STRESS
177
- TREE PROTECTION FENCE [,;T, .�I - RIP RAP
- CONSTRUCTION ENTRANCE LL==IIIIII I - LIMITS OF CONSTRUCTION
_
CB IS INSPECTOR.
'
sy i MK 'ACE 'I + "� �7- PERFORM SITE GRADING, AND INSTALL ADDITIONAL EROSION CONTROL MATERIAL AS NEEDED. •
�: •
/ ~'rri 8, PROVIDE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE FOR 14 DAYS OR LONGER- •
9, PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE. WATER
W Lr 1 +�• J - AND RESEED AS REWIRED TO ESTABLISH AND MAINTAIN VIGOROUS STAND OF GRASS.
10. INSTALL STORM DRAINAGE SYSTEM AND INLET SEDIMENT TRAPS- • <
i I .L-., eft, 17, INSPECTION BY INSPECTOR- •
•
12. COMPLETE CONSTRUCTION AND FINAL GRADING. II 1
-- ' _ / • +WTI
V
13. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON- FERTILIZE, WATER
AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN VIGOROUS STAND OF GRASS.
ALARM / 14- AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, (A) REMOVE ALL ACCUMULATED SEDIMENT : Z
FROM PRE-TREATMENT DETENTION BASINS AND DISPOSE Or ACCORDINGLY- (B) REMOVE ALL TEMPORARY EROSION
CONTROL MEASURES. SMOOTH AREAS, APPLY APPROPRIATE GRASS AND OBTAIN APPROVAL BY INSPECTOR. O C
�- EROSION CONTROL NOTES:
I FIELD INSPECTIONS MAY REWIRE ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS DEEMED • Q
NECESSARY BY THE INSPECTOR.
• j
2- ANY GRADING BEYOND TILE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE. • �-- O x
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C 3. NO SEDIMENT SHALL BE ALLOWED TO RUN OFF SITE -IF SEDIMENT IS TRACKED OFF SITE, IT MUST BE CLEANED Z Z Z
IMMEDIATELY- •
WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24
H •
HOURS OF SEEDING. •
\ •)I` { 5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED WITH ENOUGH LEAD TIME FOR AN • +kT
_ INSPECTION TO MEET YOUR SCHEDULE.
G. CONTRACTOR TO REMOVE ALL CONCRETE PADS, FOUNDATIONS AND UNDERGROUND STRUCTURES, SEE SURVEY FOR O V R I}-
{�\ SITE FEATURES. • V
c ti� MAINTENANCE NOTES 0 oQ
1. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET • tu w
9q FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVARONMENTAL, HEALTH AND NATURAL RESOURCES LAND QUALITY • _
r \ of
SECTION EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL- •
• O
J 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS DURING CONSTRUCTION, AND W C�
OWNER IS RESPONSIBLE FIN OR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCtION IS • F- Q
COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED-
•
3. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT- EACH DEVICE 15 TO BE •
MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEICE. •
ADDITIONAL DEVICES MUST BE INSTALLED IF ADDITIONAL CHANNELS HAVE DEVELOPED. V
4. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 15 WORKING DAYS FOLLOWING CCMPLET70N OF •
^ ANY PHASE OF GRADING AND PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR •
�! \ 30 CALENDAR DAYS FOLL-OWINC COMPLETION OF CONSTRUCTION OR DEVELOPMENT FERTILIZE. WATER AND MAINTAIN
® A VIGOROUS STAND OF GRASS. •
•
5. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE •
FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. •
•
NOTE: 5. SEDIMENT SHALL Of REMOVED FROM THE PRE-TREATMENT DEVICES TO THE DIMENSIONS INDICATED ON THE PLANS,
j NO WETLANDS EXIST ON -SITE. WHEN THE ELEVATIONS REACH THE FOLLOWING: +
PHASE I; POND A EL 7,00 USING MH8(EL 13.00) AS A BENCHMARK •
\\` PHASE I: POND B EL 4.00 USING MH31(EL 13.25) AS A BENCHMARK
PHASE 117 FINAL POND EL 7-25 USING MH31(EL 13.25) AS A BENCHMARK •
` •
Y IMMEDIATELY
SURE THAT THE POND DRAWS INDICATED
PIPES DO NOT BECOME HOCKED BY SEDIMENT. IF THEY 00, CLEAN SEDIMENT
IMMEDIATELY TO THE DIMENSIONS iNpfCATEp ON THE PLANS AND CLEAN PIPE OF SEDIMENT. •
7. IF STORMWATER REMAIN IN INFILTRATION BASIN FOR LONGER THAN 5 DAYS FROM THE RAIN EVENT, CLEAN BASIN •
TO DIMENSION INDICATED ON THE PLANS. BE SURE TO REMOVE SOIL TO 4 INCHES DEEPER THAN DESIGN DIMENSIONS
AND REPLACE WWTH 4 INCHES OF CLEAN SAND. • Illlllllllllllllr Z �n
STORM DRAINAGE NOTES /� G CIO
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GRADING LEGEND STORM DRAINAGE COMPLIES WITH ARTICLE 13.3 OF THE UNIFIED DEVELOPMENT ORDINANCE.
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- SILT FENCE .. -HORSESHOE INLET PROTECTION
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GRAPHIC SCALE
- DIVERSION DITCH
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- CHECK DAM
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( IN PEST)
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ALL CONSTRUCTION SHALL BE IN
L inch 30 ttn
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ACCORDANCE WITH NORTH CAROLINA
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EROSION CONTROL SPECIFTGATIONS
10
GRADING & EROSION CONTROL PLAN -
PHASE 1
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WWII /, l

_ SHEET NOTES
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION. SHALL BE PERFORMED IN ACCORDANCE WITH THESE
PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL GOVERNING AUTHORITY
2. ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WTH PERMITS ISSUED AND APPLICABLE
Fop - _ _ LOP. - - STATE. COUNTY, AND LOCAL CODES_
z •
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERT1FlCATi0N5. EQUIPMENT, ETC- THAT MAY BE
tI- , _ - _.._ REQUIRED. _ : -
�s -" i _
- r- - _"4' `�� -� .I DEPARTURES FROM THE SPECIFICATIONS OR ORAWNGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS
�-
! „�. ..�•' i __ . -._ - DEPARTURES
---- ~~ ~� r� FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER-
�...+� -_✓24�.._ �.�-., "- :' -->� `�� EDP GPI
- � O SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW 0 -� E E L N
k; .. 5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR RESTORED TO
_. THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS.
6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR 13ETAJLS OF BUILDINGS AND BUILDING DIMENSIONS.
N CONSTRUCTION MEANS A S ASSOCIATED WTH ENGINEER A OWNER DISCLAIM ANY RpIF Y THE CONSTRUC ON EA S METHODS �
", THE PROJECT AS FORTH IN THESE PLANS. ND/OR • Q`Fr$9/' _
:!:F)E, f SEAL
_..
'TE C'H -F,.57 { I �, i ' ! ,'✓� "_-- - --- _ `, -r ~�q„ - I 8. CONTRACTOR SHALL MAINTAIN AN "A5 BUILT- SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL • s 151134 c
....... PlPTNG PRIOR 7O CON EALMEN7- DRAWINGS SHA L BE GVEN TO THE OWNE UPON C PLETIDN OF THE PROJECT #�
� ~�'` NTH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENiANLER- • �: A 'K!.YNC+V��
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL • '�U� L.:`"'�
-
'! COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT •
THE RELOCATION OF ANY UTILITY SERVICES REQUIRED 70 COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. a
- / II 10. THE CONTRACTOR MOST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS
OR RUBBISH CAUSED 8Y HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE SITE ON A
DAILY BASIS
11 FINAL. ACCEPTANCE OF WORK BY THE LOCAL GOVERNING AUTHORITY SHALL NOT BE MADE UNIT ALL WORK SHOWN
• e�'
_ ON THE APPROVED PLAN IS COMPLETED.
i I
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! AD2 F. yff�f
I I
'�fi 1) ( 1 12. CONTRACTOR SHALL CALL 'NORTH CAROLINA ONE CALL' A7 LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION • ZIP
f
2 } - I
If �f } OR EXCAVATION EI SITE TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR L CONTACT ANY LOCAL UTILITIES a
'};Y Ii I If j THAT PROVfDE THEIR OWTI INDEPENDENT LOCATOR SERVICE- CONTRACTOR SHALL IMMEDIATELY REPORT ANY
I _ _ �q�. - _..._,_- ...__. _, ;-.. � j ', � f DISCREPANCIES TO THE ENGINEER- � ,t
r
ZLL I
13. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND EQUIPMENT • _
AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA_ • Z 3t+'
AD27 - �! j �i- •�I'
IA: k f.+>. i. Y_t' f .11 -2t" - f ! -� ^n L _ i __r _ Y 1 I ' f `�+ • F $ jp
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G !
.`i GENERAL GRADING NOTES _ s
�,� �"- ' _ T + _ It 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SMALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO • Z
I
%/A _ �`^� _ I `I CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES E7(VST PRIOR TO PROCEEDING Wl?I • ? gs lut
t' 8 oNc�-' f y' �" - - € _ CONSTRUCTION FOR NECESSARY PLANORTGRADE CHANGES- NO EXTRA COMPENSATION SHALL BE PAIDTo
S IF SUCH • J ��
,.' �K _ E O DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE LAN • NOTIFICATION HAS NOT BEEN GIVEN • sIg
' � � + CONTRACTOR FOR ANY WORK DONE D
2 WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 • U_i
_- - \ -. /r ✓'/-. /T "r �,, ,:%l'�✓• i.:: ."aq. ..,. . ..R ..,. .. !' F •93 DRIVE -�- I` �� r/, ....: ... T:i../, ;%< i... ,..,,,i/s'/r /:•!� - - `^ ,s HOURS tl SEEDING. • •
/iG�, I.i, �� .` ✓�. . �.. ,r/, ,. l 1'-.� 3. DURING UNSUITABLE GROWING SEASONS, MULCH ALL BE USED AS A TEMPORARY COVER ON SLOPES THAT ARE •
r / i c ,l / ✓j 4' .' "* "-r�: - - FI Lo
4:1 OR STEEPER, MULCH WILL BE ANCHORED.
• O z
4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE
• 0-' W
PLEASE CALL FOR AN INSPECTION. N i
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ii I pAIY19 1 CI25?--' ,rd 5. SEDiMEN7/ER0510N DEVICES MUST BE CHECKED AFTER EACH STORM EVENT EACH pEV10E IS 1'D BE MAINTAINED • oU m U
WAYNE WEST BLDG. /= r
- - - - OR REPLACED IF SEDIMENT ACCUMk1LA710N HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE-
E , FFE 22.00 FrE 22.0 .;' I:'''=` c r ti • z Q
AD26Ln LLI
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ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR CUTTER FLOW LINE, UNLESS OTHERWISE NOTED.
W
II hV�11101lfsi:ll!LvII{II Tk ; , �yll •`'dllgrl - I.ON.. C� � - "tY` 7. CONTRACTOR SHALL OBTAIN A COPY OF THE REPORT OF SUBSURFACE INVESTIGATION (IF AVAILABLE AND FOLLOW • a 0 U
l�nlfryl:y;F�IJJ r PAD �. A� 1 - I - . S+ THE RECOMMENDATIONS FOR GRADING AND COMPACTION. ) • I Q Z
_
N MAINTENANCE 0. REMOVAL OF ALL EROSION CONTROL DEVICES ARE p
f% , o�/ >>r -� �� //l 1�L .<£!4.�� ) 8 DI G CONTRA MA UNL CE AND RE OL DE CES E THE RESPONSIBILITY OF THE
_ I
r f N I - - A I EI1 113Sf1 GRADING CONTRACTOR UNLESS OTHERWISE NOTED ohil1li�nioTfif - >(�Rffi�'r�T � I �` "' r I!k I I uu lu!I ICI ululi!!hH _ • �
/' j.-•/ }''. ,•. __ i � t � ,��� 11{'I IJIIIM1T11YlIIIIII{ 1.IiIIIIIIIINlIE11.lIIIH€ll1�.11111111.LH�11!Elllllli!il�fll ll EIEIN I I� - � FFiJCE' I � I � 0. d
��� / _ _ ��_••-'•• '•�'- I - 9 A COPY OF THE APPROVED EROSION CONTROL N M
y � _ C 1 - _ � � :I-- - - L PLAN UST BE ON FILE AT THE JOB SITE.
_ - - I&ufAi;'B�iNrIfIff __.,ie'_.i -)}....- • • N N
- _-,.d�,:�. - .PIT I II j ,.. ..! p
- COMPACTION NOTE z V
+IG:I,Jfudlll'Gil�l,l.Nld! II. f1 , - _ • O O 0 m
}I;;,.,, iI L� 1. COMPACTION OF THE SOIL UNDER PAVED AREAS AND BUILDING AND THE MAINTENANCE OF PROPER MOISTURE • - A \ \
_ CONTENT SHALL BE SO AS TO ACHIEVE 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.
nNtidp!,ed. '_ O O
S _
r ,i1�
! N
I. 2. WHERE UTILITIES (TO BE REMOVED) IMPACT THE F04TP3?IN? OF THE NEW BUILDING, CONTRACTOR SHALL EXCAVATE •
/ I - - _- � \ _ ;>. � � _ !: "' AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF PIPE, AND 1 FOOT BELOW TO REMOVE UNSUITABLE
SOILS. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS SHALL BE PERFORMED IN
/ y-, II 1 ,\ / /. F..: ,•� f ; ' �U'16r4ni,Fry NIvIII,,sr A II I ACCORDANCE NTH SPECIFICATIONS AND SITE PLAN. •
4� 5
I.�iT?, h !I m
m - _ �- - r` 5 �1 - - - - - - - y n: � z A/c �m � ,Iel:a r,,{v,.: EROSION CONTROL CONSTRUCTION SEQUENCE z �
4 -
I i- OBTAIN PLAN APPROVAL AND 01i1ER APPLICABLE PERMITS- • OT i..I
COL f I 2 FLAG WORK LIMITS AND MARK TREES TO BE SAVED, IF ANY, FOR PROTECTION
- I - �..aL.-_,... / ( - -_ / - 1 .f�•; I I - I :.fE `ir:; PAD cc S Y ,i,_f 3 Hal) PRE -CONSTRUCTION MEETING WITH INSPECTOR ON SITE, AT LEAST ONE WEEK PRIOR TO THE START OF ANY
,.--.. ....-.... ._._.__ 1 - ,, I
LAND DISTURBING ACTIVITY
4. INSTALL CONSTRUCTION ENTRANCES. TREE PROTECTION FENCE AND SILT FENCE, OTHER TEMPORARY EROSION
CONTROL DEVICES AS REQUIRED.
F+-.1• j ff •
5, INSTALL PRE-TREATMENT BASIN AND INFILTRATION BASIN.
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_ • �T � ���'t, � , / _, 1 - 6, INSPECTION BY INSPECTOR �
7. PERFORM SITE GRADING, AND INSTALL ADDITIONAL EROSION CONTROL MATERIAL AS NEEDED.
8. PROVIDE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT VALE BE IDLE FOR 14 DAYS OR LONGER,
9. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER
may`' AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN VIGCROUS STAND OF GRASS.
10- INSTALL STORM DRAINAGE SYSTEM AND INLET SEDIMENT TRAPS. <
m
!1- INSPECTION BY INSPECTOR- •
�.
12. COMPLETE CONSTRUCTION AND FINAL GRADING a�
13. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER • WV
AND RESEED AS REQUIRED TO ES7ASUSH AND MAINTAIN VIGCROUS STAND OF GRASS.
14. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, (A) REMOVE ALL ACCUMULATED SEDIMENT
3 _ I / r FROM PRE-TREATMENT DETENTION BASINS AND DISPOSE OF ACCORDINGLY, (B) REMOVE ALL TEMPORARY EROSION
��.�T CONTROL MEASURES, SMOOTH AREAS, APPLY APPROPRIATE GRASS AND OBTAIN APPROVAL BY INSPECTOR-
y / „RAMP
EROSION CONTROL NOTES: �- o
Y •Of
I. FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS DEEMED a
! - NECESSARY BY THE INSPECTOR- U
I, op 1
2. ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN I$ A VIOLATION OF THE STATE/COUNTY EROSION CONTROL • F-
� ORDINANCE AND 15 SUBJECT TO A FINE. r O Of
tj
J.l 0 NE C V 3. NO SEDIMENT SHALL BE ALLOWED TO RUN OFF SITE. IF SEDIMENT IS TRACKLV OFF SITE, IT MUST BE CLEANED • � O
IMMEDIATELY. z tu
4- WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24
HOURS OF SEEDING.
•
-
5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED WITH ENOUGH LEAD TIME FOR AN
INSPECTION TO MEET YOUR SCHEDULE.
•
O �F�
8. CONTRACTOR TO REMOVE ALL CONCRETE P0.05, FOUNDATIONS AND UNDERGROUND STRUCTURES SEE SURVEY FOR
SITE FEATURES.
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MAINTENANCE NOTES
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9
I- CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET
FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL, HEALTH AND NATURAL RESOURCES LAND QUALITY
_
-
SECTION EROSION AND SEDIMENT CONTROL PLANNING LAND DLSIGN MANUAL.
•
t.t
1•,
2. THE CONTRACTOR 15 RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS DURING CONSTRUCTION . AND
OWNER IS RESPONSIBLE FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION 15
COMPLETE, IF ANY PERMANENT METI+005 ARE REQUIRED.
•
Q
-
•
•
e
0
-
3. SEI MEN7/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TD BE
MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DENC£_
ADO1710NAL DEVICES MUST BE INSTALLED IF ADDITIONAL CHANNELS HAVE DEVELOPED_
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C�
1
' 1 s
4. GROUND COVER SHALL BE PROVIDEO ON EXPOSED SLOPES WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING AND PERMANENT GROUND COVER FCR ALL DISTURBED AREAS *THIN 15 WORKING DAYS OR
30 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT_ FERTILIZE, WATER AND MAINTAIN
•
•
A VIGOROUS STAND OF GRASS.
5. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE
FENCE, THE SEDIMENT FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
&. SEDIMENT SHALL BE REMOVED FROM THE PRE-TREATMENT DEVICES TO THE DIMENSIONS INDICATED ON THE PLANS,
WHEN THE ELEVATIONS REACH THE FOLLOWING.
PHASE I: POND A EL 7.00 USING MH8(EL 13.00) AS A BENCHMARK
PHASE f- POND B EL 4.00 USING MH31(EL 13.25) AS A BENCHMARK
PHASE It FINAL POND LL 7,25 USING MH31(EL 1&25) AS A BENCHMARK
BE SURE THAT THE POND DRAWDOWN PIPES DO NOT BECOME BLOCKED BY SEDIMENT IF THEY DO. CLEAN SEDIMENT
IMMEDIATELY TO THE DIMENSIONS INDICATED ON THE PLANS AND CLEAN PIPE OF SEDIMENT.
7. IF STORMWATER REMAIN IN INFILTRATION BASIN FOR LONGER THAN 5 DAYS FROM THE RAIN EVENT, CLEAN BASIN
TO DIMENSION INDICATED ON THE PLANS. BE SURE TO REMOVE SOIL TO 4 INCHES DEEPER THAN DESIGN 0!MEN5EON5 1
AND REPLACE WITH 4 INCHES OF CLEAN SAND- Z W m
STORM DRAINAGE NOTES . � 0 >
NOTE. STORM DRAINAGE COMPLIES WITH ARTICLE 13.3 OF THE UNIFIED DEVELOPMENT ORDINANCE. • < ¢ C
• I
NO WETLANDS EXIST ON -SITE.
GRADING LEGEND RIP RAP OUTLET PROTECTION i � 0
34,�= - PROPOSED SPOT ELEVATION O
♦ �• ¢ r T.
TOP / BOTTOM OF CURB
/a W n
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V, Z � o
ERO`ICN CONTROL LEGEND � c Z
• N ` / I- d
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- INLET PRO'E --'.ON � ,SYNTHETIC MAT WITH 2PSF PERMISSIBLE SHEAR STRESS / � • N ,� f< L
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ca----TP-�---- - TREE PRO = TON f7ENCE ''':', .:. / _ ` - RIP RAP - • �( NF
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♦ R h U
�- NH - CONSTRUC .JN ENTRANCE 1:'I i!!::III.{I - LIMITS OF CONSTRUCTION • d^:
1� - SILT FENCE OUTLET
_SF_- SILT FENCE GRAPHIC SCALE
• GD
- CHECK DAM 15 •
• N
- DIVERSION CIRH • O
( IN FELT
ALL CONSTRUCTION SHALL BE IN 1 rood = 30 tt, • • Q
ACCORDANCE WITH NORTH CAROLINA
EROSION CONTROL SPECIFICATIONS
GRADING & EROSION CONTROL PLAN - PHASE II ; • TMAL •
LOCATION
LENGTH (FT)
WIDTH (FT)
THICKNESS (IN)
OUTLET 33
10
s
za
cu4s
1s
B
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ht_..--�--'-- '-. ... _..;1.1.i:'!�,�1':•1'r'�'r[:se-G`_, ,..a .._ _�_�;1„_..._ ii! ,I :i_' .'1 ......:a'a:_:..:��i�i.�J._iS#��1'„".•_'•i.'n.l.�.L.i::j:�.�a�._�__.. 9
u
iA
PHASE I — POND A
SCALE t" = 20'
TOP OF BERM
EL 21.0
TIE TO EXISTING
2'
ALL FILL MATERIAL SHALL BE CLEAN SAND. \ 4' CLEAN SAND
EXISTING TOPSOIL SHALL BE REMOVED AND \`
THE FIRST B' SHALL BE TILLED INTO NATURAL SOILS.
TOP Or BERM
EL 21.0
—I 1— 2'
i�5.
+i �Typ-i
C.O. EL 20.50
4'-45' _
4"DiP LATERAL Y PVC FROM '
4" TEE M PHASE I: POND B
(TYP.) " 2' PVC FROM
4 2 ?H7LE i; POI+i'v A
REDUCER!
NOTE: 2", PVC FROM PHASE I: POND A MILL BE REMOVED vRING PHASE II
CONSTRUCTION. CAP 45' LATERAL WYE AT THAT TIME.
FLOW SPREADER
WIT —
m N 1 1 2" SCH
STORAGE POOL
NORMAL POOL
GEOSYNTHETIC CLAY
LINER 1NTH
PERMEABILITY NO
LESS THAN
5xW-9 CM/SEC
INFILTRA77ON BAST
SCALE 1" = 20'
TOP OF BERM
12.0
—EL
�l B'
VEGETATED
TIE TO EXISTING
ai. r.w-L�
:1 FILTER
:1
y ` „`••
\-12• V J--SITE SOIL
fu ic:
- SURFACE SHALL BE SMOOTH, FIRM, AND FREE FROM VOID SPACES, VEGETATION. CONSTRUCTION
DEBRIS, STICKS. AND ANY OTHER OBJECTS THAT YYOULD CAUSE DAMAGE TO THE LINER.
- ON SITE SOIL TO BE PLACED ON TOP OF THE GEOSYNTHETiC CLAY LINER SHALL HAVE ALL
STICKS, STONES AND CONSTRUCTION DEBRIS REMOVED TO PREVENT DAMAGE TO THE LINER.
FINAL 'RT
RN
9' ON-SITL SOIL
MATH 9' PREPARED
ORGANIC SOIL
PLAbl])NG -LEDGES
RECEIVED
FEB 0 4 2003
DWQ
PROS # SLI.I 4YC: 20 `l fig
6" MIN.
6- MIN.
2' 2'
6' MIN.
2' -1 VARIES r 2'
I
2 ,
1
VARIES
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2' I I ,..,•.
L� 1
I
1 1
PLAN VIEW
STORM DRAIN SADDLE
NTS
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•
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MH 331 PLAN
N15 2s' Rf� •
[ ;
CENTERED ON VAULT
SM. MAKINOLE COVER • w
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MH 31 _SECTION
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NTS
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VARIES 1s" NICA \ `l• �� 1r!' 11Cp
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MH 8 PLAN ;
NTS I : 0
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SIG. S' MANHOLE •
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MH 8 SECTION [� 4.3 •
•
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SCORMWATER MANAGEMENT GRADING PLAN ; •TOTAL
40
• -
4
4
4
4
4
4
. __ . ____ La _ .. _ -. ._ l '. '1l•}1�-� r: - ---T---•^7.
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azrzr�av�q r•;czs;e4 c1��sp�s

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MAR)CULTURE BLDG,
PLANTING NOTES.
•
'
ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET BY THE U.S.D.A. STANDARD
•
FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN INC-.
:
WASHINGTON. D-C
•
--- - _
MULCH ALL TREES AND PLANTING BEDS AS NOTED ON DRAWING. ALL PLANT GROUPINGS ARE
: �'
--- ------
-- - CONSIDERED PLANTING BEDS.
•
------- LANDSCAPED CONTRACTOR SHALL VERIFY UTILITY AND STORM DRAINAGE LOCATIONS W THE
FIELD PRIOR TO BEGINNING CONSTRUCTION-
stn
LANDSCAPE CONTRACTOR SHALL SEED AREAS DESIGNATED ON PLAN PER SPECIFICATION
•
•
/
- -
SECTION 02920.
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LANDSCAPE CONTRACTOR SHALL INSTALL PLANTS DESIGNATED ON PLAN PER SPECIFICATION
/f
CAR.
--- -- ----- ---
SECTION 02931.
;•`yU�H
i
_
EXISTING VEGETATION MUST BE PROTECTED. NO EQUIPMENT OR
DISTURBANCE Wi1AYSOEVER IS PERMITTED INSIDE THE GRIP LINE OF THE TREE
CANOPY. PLEASE SEE PLANS FOR LOCATION OF TREE PROTECTION AREAS-
0 -
1200 �? -
•_ �-+_
CO
ZLEILE SHRUB PLANTING
PLANT LIST:
KEY No. SCIENT19C NAME jCOMMON NAME SIZE I SPACING ROOT REMARKS
.ry
6
Junip•rus virginlona
Eastern Red C•dar
2" col. 18' H min-)
BIB
Matched Specenrns
ov
I
Ouercus vlrginiana
Live Oak
2' col (8 H mIP
Bk8
MatC'xd specMnens
Matd-d Specimens
os shorn m Ion relative 'I- Cla . Ma1or•s
AB
18
Acer bum Branum
ITid,t Maple
2" cd. (S' H min-)
B&9
PC
16
Pistacla chfnensis
lChinese Pistachio
Bh8Si,—
2• col. ' H min.
Mc
44
Myrica ceritwo
'Wm M tie
4" ht-
B&B
Mddlr d ecimms 2 Tree Iorm c ens in Morlecn Court rd
No
18
Neriump
d r
JE
350
Iuneus eftusus
JSoft Rush
3• ne.
IV
700
Iris vir iniana
Blue Flog Iris
Sc
175
Scirpus cypefinus
Woolgross
3' ht.
LR
3OC
Leucothee recemosa 'AxAlons
CaOstal Dogbobble
It plant counts or drawing differ from plant counts on plant list, then plant count on drawing shall govern. Plant height/caliper req_:-ement
governs over container size,
z30
Y;N- i
CONIFEROUS TREE PLANTING - HEAVY DUTY
N.T S,
MULTI -STEM TREE PLANTING (WINDY SITES)
N, r.5
DECIDUOUS TREE PLANTING - HEAVY DUN
N. T...
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•
•
RUBBER HOSE ON EACH Ma10R STEM- ALL
MAJOR STEMS SHOULD BE WIRED TOGETHER. • `C
z
SET TREE AT ORIGINAL GRADE • _
•
MULCH PINE BARK OR WOOD CHIPS 75mm (3") MIN •
SOIL SAUCER: USE PREPARED TOPSOIL 150mm (6•) MIN. •
• CC
WOOD STAKES (3) IN FIRM SOIL •
•
ROPES AT TOP OF BALL SHALL BE CUT- REMOVE •
TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED • O }
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PREPARED SUBCRADE PEDESTALLJ : M s 7
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VISIBILITY. • Q
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• `` J
SET TREE AT ORIGINAL GRADE O• V q �
MULCH. PINE BARK OR WOOD CHIPS SO— (3") MIN, • r
SOIL SAUCER USE PREPARED SOIL 150mm (6') MIN- J U
WOOD DEAOMEN (3) • O
•
ROPES AT TOP OF BALL SHALL BE CUT. REMOVE : — Z Z
TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL • Z
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PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT V
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LOCATE ANCHOR STAKE 450mm(18-) AWAY ``ROM TREE TRUNK •
ON SIDE OF PRFVA{LING WIND. T-RAIL IRON STAKE OR •
ACCEPTABLE WOODEN SUBSTITUTE. ANCHOR FIRMLY. •
:
CROWN OF ROOT BALL SHALL BEAR SAME RELATION •
(OR SLIGHTLY ABOVE) TO FINISHED GRADE AS B •
BDRE TO PREVIOUS GRADE- PLACE ON SVBGRADE PEDESTAL. •
PINE BARK MULCH 75mm (3-) MIN, •
CREATE SOIL SAUCER WITH TOPSOIL 150mm (6') MIN. •
FOLD GOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP
IF NON -BIODEGRADABLE WRAP IS USED. REMOVE TOTALLY, •
T6PSOiL MIX OR CLEAN SUBS011, BACKFlLL •
PREPARED SUBSOIL PEOFSTAL
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PLANTING PLAN c . L •

"CC POST CAP
----
NOTE:
DTOLLARD HEIGHT TO BE 5'-D"
AT DOMPSTER ENCLOSURE I
6TO STEEL PIPE-
I
FILL WITH CONCRETE
ANCHOR PIPE IN CONCRETE
PAINT OSHA YELLOW
FOOTING 2'-0'x2'-0'x2'-8"
Sjl DEEP
CONCRETE CURB
III I
II -
I
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--III
I 2'-07A
BOLLARD
N'Es
--- FILL RIRFGRIDS WITH TOPSOIL,
LAI% WITH LIME, FERTILIZER,
AND TOP MTH SEED AS SPECIFIED
PLASTIC CELLULAR TURF=D
T" SAND BED
- 4' AGGREGATE BASE
REINFORCING FABRIC
PREPARED SUBGRADE
I
}-
I
I
PLASTIC CELLULAR TURFGRID ON AGGREGATE BASE
NTS -
ANC 9%a CIA D5RIEf PIN
T -6,'-
6'
PLAN
I
ELLl/AT1DN
0 0 2 a4%5'9'
PRECAST CONCRETE WHEELSTOP
NTS.
4- OF 057 C
NON -WOVE
GEOTEXTILL
FILTER FAB
51 l E
5.IJ
5.1P
1 0
FLUSH CURB AT MECHANICAL YARD
NTS
5.1U
RESERVED
PARKING
HEIGHT OF R7-8P RESERVED PARKING
SIGNS AS PRESCRIBED BY N-C.
DEPARTMENT OF TRANSPORTATION
MANUAL ON UNIFORM TRAFFIC
CONTROL REVILES, SECTION 2A-23,
PART 11.
CCE�IB
I
NGI'FNR
O
250
O
I
4.4 TREATED POST -
PAINT TO MATCH BUILDING
SLOPE TO' OF CONCRETE
FOOTING TO DRAIN
G" 0-D. X 5' HIGH PIPE
FILLED W/ CONC.
RESERVED PARKING SIGN pm
(V HANDICAP PARKING SIGN (VAN ACCESSIBLE)
HA%MUM PENALTY $.250
NOTE:
PROJECT MANAGER HAS THE OPTION TO LOCATE HANDICAP ACCESS
SIGNS ON FACE OF THE BUILDING AT LOCATIONS THEY DEEM IT
ALLOWABLE BY CODE AND APPROPRIATE.
POST MOUNTED HANDICAP SIGN
N.T.S.
-1" 1-2
---2'ASPHALT
H-BINDER
T J
PREPARED SUBGRADE
-.P
ASPHALT PAVING ON AGGREGATE BASE (HEAVY DUTY)
N.T.S
-IF WIDTH IS LESS THAN 5' -
8' ABC TO BE REPLACED NTH
4' H-BINDER
ASPH
6' CONCRETE
4' AGGREGATE
COURSE BASE
SUBGRADE TO
)ARD PROCTOR
NOTE:
PORTLAND CEMENT CONCRETE TO HAVE
A 2$ DAY STRENGTH OF 4000 PSI
ASPHALT TO CONCRETE TRANSITION
N T.S,
5AD
5.11
OIL!
TYPE 1-2
10' ASPHALT REPLACEMENT
TYPE I 2
H 0'
t D
I Q
MILTED TRANSITION
0
EXEsr. SUB -RASE n
.
/
�a
..__�_0•
B' ABC STONE
BAC1cFILL, TAMPEQ
UNDISTURBED SOIL
IN 6' LAYERS
/
\
PIPE
4'-6" S57 STOP£
� ---r- UNDER PIPE
BANKS STREET ASPHALT PAVEMENT REPAIR
N T.S.
x x x�
4 O
x
Q E ) pINN 11NK FENCE
ARCPATECTVRAL FOR CET"
t X
1 ° x
x x
k
n
Q Q
6' CONC- W/6" X fi4-0
X W4-0 WELDED WIRE FABRIC
NOTES
T. FOOTINGS FOR GATE POST SHALL BE 3--6" DEEP AND T' DIA.
DUMPSTER PAD DETAIL (TYP)
VAN
CARPOOL
RESERVED
PARKING
4.4 TREATED POST
PAINT TO MATCH BUILDING (t4
SLOPE TOP OF CONCRETE
FOOTING TO DRAIN (t)p)
SLIT I
POST MOUNTED VANICARPOOL SIGN
N-S-
aGpQ PSI CONCRETE NOTE: RAMP AREA SHALL
RECEIVE A DETECTABLE
DEPRESSED CURB WARNING SURFACE OF
{3/8" UP)TRUN€CATED DOMES AND
COLOR TO CONTRAST MATH
Al"NING SURFACES PER
_ ADA REQUIREMENTS _
RAMP SIDE ROPES NOT
Tn ExcEEo i:iz PER
PI ADA REQUIREMENTS
LOCATiQJV OF WHEELCHAIR RAMP
7. NORTH CAROUNA CENTRAL STANf 136-44 44 REQUIRES THAT ALL STREET CURBS BEING
CONSTRUCTED OR RECONSTRUCIEO FOR MANTNAN,a PROC£pURrr, TRAFFIC OPERATIONS REPAIRS,
CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER t 1973 SHALL PROVIDE
WHEEL AIR RAMPS FOR T CH AE S 0 1E PHYSICALLY HANDICAPPED 4 ALL INTERSECTIONS OW, I BOTH CURB AND
GUTTER AND SIbEWALKS ARE PRDVIOED AND AT TI-EEfl A NTS F PEDESTRIAN F IN ! O 0 0 EDESTIR LOW. ADDITION
SECTION B C OF THE 1573 FEDERAL AND HIGHWAY SAFETY ACT ALK IRIS PROVfED I OF CURB RAMPS ON
ANY CURB CONSTRUC110N AFTER JULY 1 1976 WNEhIER A 40EWALK IS PROPOSED INITIALLY OR h5
PLANNED FOR FUTURE HATE.
21.
WELL CHAIR RAMPS SHALL BE PRONO£D AT LOCATIONS AS SHOWN ON THE PLANS. WHEELCHAIR
RAMPS SHALL BE LOCATED AS INDICATED IN THESE DETAILS.
�MSMCTION NOTES
3. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1'/I' (12:7) IN RELATIONSHIP TO THE GRACE OF
THE STREET.
4- IN NO CASE SHALL THE W{DTH OF WHEELCHAIR RAMPS BE LESS THAN 40' (3-47). WIDTH MAY EXCEED
40- IF NECESSARY.
PAVTMENT OR STRUCTURE.
5. USE CLASS "H' CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE
SURFACE-
6 A 1/2" EXPANSION JOINT WILL BE REWIRED WHERE THE CONCRETE WHEELCHAIR JOINS ANY RIOD
ADDITIONAL NOTES
7. T1•E INSrDE PEDESTRIAN CROSSWALK UNES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII
WHERE MARKED (SEE NOTE 15).
a- THE WHEELCHAIR RAMP SHALL BE LOCATED 50 THAT THE BEGINNING OF THE WHEELCHAIR RAMP WALL BE
TWO FTET FROM THE INSIDE PEDESTRIAN CROSSWALK LINE.
9 THE AWTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIOTH IS REQUIRED
TO ACLOAIMODATE THE PEDESTRAN TRAFFIC.
10. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES
ARE RECUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN. OR OTHER LEGAL
REOU,
REMiNT.
11. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FT
ET BACK OF PEOE57RIAN CROSSWALK.
12. AL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF
UNIFORM -RAF FIC CONTROL DEVICES PUBUSHED BY THE FEDERAL HIGHWAY ADMINISTRATION- ALL PAVEMENT
MARKINGS SHALL BE DONE BY OTHERS.
REGUES- FOR CLARIFICATION OR ASSISTANCE ON SPECIAL PROBLEMS MAY BE DIRECTED TO:
DE PT. GE TRANSPORTATION
OIMSION Or HIGHWAYS
HjCHwA- DESIGN BRANCH
HI GHWA" BUILDINGS
R ALEi G'I. NC 27611
DEPRESSED HANDICAP RAMP
NJ S
i
1/4' BITUMINOUS EXPANSION
JOINT AT EXISTING OBJECT
(I.E. WALL, WALK, CURB, ETC.)
-,
1/4' TOOLED CJ SEE PLAN (10' If
TOCLED 1
S..CRING PATTERN EDGES tI4 O.C.MAX.) I
1
�I
I •.
mil. � I � I I .L- I �i 1 4T"_ III :I
II
98.5 COMPACTED Sll8(J2ADE
IN UPPER 32"
YP CONTROL JOINT TYP. EXPANSION JOINT F.J- A WA! L
NOTE:
3000 PSI 28 DAY STRENGTH CONCRETE FOR THICKNESS, SEE PLAN
USE 3/4' BITUMINOUS EXPANSION JOINT A MAX. OF 20' O.C. AND WHENEVER CONCRETE
WALK MEETS FIXED OBJECTS (IE. CURBS. BLDG. ECT.)
CONCRETE SIDEWALK SECTION
5.IH,
HANDICAP PARKING SIGN B EACH
SPACE SEE PLAN
FLUSH CURTI
WHEEL
WHEEL
f/a
WHEEL
STOP
STOP
STOP
P
t
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R. O�
VAN
I R. O.
I HC
�` y. O.
' TYPICAL
PACE SPACE ACCESSIBLE SPACE SPACE
HC SPACE
n
NOTE:
ALL PARKING STRIPING SHALL BE
HC PARKING DETAIL. 4" WIDE PAINTED LINES USING
N T WHITE TRAFFIC MARKING PANT
i
NGrEs
EXPANSION
AT 1.
10' MAXIM.: V BETWEEN CONSTRUCVON JOINTS.
15' MAXIM'.-M BETWEEN CONS7RUCTION JOINTS
ON MACHIN -OURS-
2.
1/2" EXPANSION JOINT EVERY 90'-
3-
3D00 PSf C.: "+CRETE MINIMUM. 4' SLUMP MAXIMUM.
4.
LQUIU MEMBPANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION P026-2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND
STRUCTURES
5,
ALL CONSTPL:TION J01NTS SHALL BE FILLED
WITH JOINT F:LLCR AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 546-01.
VALLEY GUTTER
N.T.S.
{
5. Is
NOTE: BASIC DESIRED D•AENSIONS ARE INOCATEp.
CONSTRUCTION SHALL CYMAPLY w/ LOCAL AND
STATE p.0-T. DETAILS AND SPEq ACAT10N5.
��N��OTES 55gg q{L 5T'Iq�FR pTE
NOi L� 5 B &Re P[q CUBIC YWARp, R PEAR BAG.
FORM 4US7 BE ACCEPTABLE TO ENGINEER.
GUTTERCURB AND (SPILL
N.T.S.
A T ftPLhCEMENT
♦ �(fA78a>r
TYPE 12
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a ?ADDITIONS RENOVATIONS " c� r1 � .w.EN°IN�ERIr+°I
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16 AUG. 02 sow a ti ,�T, oi tiA �e�Hv

FlNISNED 4GBaDF --r
FINAL BACI(i
J
uNOESTGR6E0 SAIL
2 d
INTIM. 13ACKIXL
6" 167 STONE '
whil Il IS fi' f 0.0- OF PIPE 6' I Melt" st CLEARANCE
ENCOUNTERED --'-IE
17 O.D. OF FIFE ,12UAHW14 9DE CLEARANCE
Mir."
1. Til"chi REAM SHORING AND BRACING. DMFMlONS SHALL DE TAKEN
FROM THE INSIDE FACE ST THE SHORING ANO BRAOING.
2 NO ROCKS OR BOULDERS 4" OR LARGER TO DE USED IN INTIAL B.,
ALL BAC1alLL MATERIAL SMALL BE SUITABLE NATIVE MATET+A_
4- BALI(FlLL 51 BE TAMPED W A' -YFRS IN TRAFQC AREAS, Ir IN NON TIEAFFIC AREAS
TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS
FOR DUCTILE 1RON, VITRIFIED CLAY & REINFORCED CONCRETE PIPE.
NJ S-
PLASTER 1/2"-- 1•-3" MINI
1
3'-6' STANDARD
D 1'-6' MIN.
R
81/4'I� I'-4 1/2` I B
3
SECTION B-B�
MIGRgTEAWRAGE WEIGHTS
FRAME
Al
CASTING SHALL MEET A S.T.M.
CLASS 'C" CDNC - SPFCIRCAr DN FOR t� A$$ 30
t/2 0 OR BETTER
NO24. 4 CASTING 11SEp wITH 12' 75"d: IS' PIPE
24 .36 CASTING USED W74 24 PIPE OR LARGER
CUSS 'B' CONG-
— 3 O"
9
STANDARD DROP INLET AND CASTING
N.T.S.
SHALLCIN TYPE
INTERMEDIATE TYPF (4'X4')
DEEP TYPE
is rain Or LEi N aF IM)
I5 Ffef fa 20 rElr M DE"
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NOTES:
D DEPTH OF DRAINAGE MATERIAL 2' MIN
w = WIDTH OF DRAINAGE MATERIAL 2' MIN
TYPICAL SECTION OF UNDEREIRAIN
N?. S.
BUILDING WALL (INTERIOR}
2" WATERPROOF ELECTRICAL CONDUIT
DUPLEX JUNCTION BOX-_....�
STRUCTURAL PLASTIC
3" SCREENED VENT
4B' DIAMETER
CONCRETE NET WI
VARIES
• 2' INLET PIPE
i
INV. B.OS
GUIDE PLATE -J
i
Si CHECK VALVE R
DISCONNECT ASS'Y,
1 PUMP STATION aoTTOM _-
ELEV. 1.00
CLEAR OPENING
ALARM LIGHT
DUPLEX CONTROL PANEL
-EY CONDUIT SEAL
48" BASIN COVER W LOCKABLE HATCH
r VALVE EXTENSION HANDLE
24'
RAIL MOUNTING FLANGE
LIFTOUT CHAIN, 1/4"
Tap HOLDDOwN
2" ANTISIPHON
VALVE, PVC
2" RISER PIPE
BOTTOM HOLDDOWN
fi. 6'-0
i
I o
PLAN
HALUPAY SIILT64O
ACCESS DOOR WTTI
LOCWNC POST CAST IN
TOP EW PL aR APPROVED
901E: VAULT LID SHALL
HAVE LOCKI BAR
1". Duty Ruets, /
Sedum 1. Jo'm1
4 al
G e
12- it
'
-- - --A.—
-_
- --- ---
SUMP PAN kF ND W"
CENTER Or 9077M
SECTION
5.3C, ;5.3BLJ
�
III GRINDER PUMP SPECIFICATIONS LEVEL CONTROLS: :
Pump on, off and alarm levels shall be controlled by four (4) mercury tube float •
PUMP MODEL switches- Switches shall consist of a mercury tube switch sealed in a 122
Pump shop, be of the centrifugal type Myers model WHRH2O or equal with Cr corrosion -resistant polypropylene housing with a minimum of 18 gauge, 2-wire, SJOW/A • }
i to oil built i der unit and nlbmersible t otor. The jacketed cable- The cable shall be of sufficient length to reach the junction boa with •
n gr y n grin ype m grinder unit shall no splices. The level controls shalt be suspended from stainless steel bracket so that • 7 y
a capable of macerating all material in normal storm sewage incWdirubber reasonable adjustment or replacement may be done without the use of any tools. Level controls • r tp
amounts of foreign objects such a$ smaE3 woad sticks, plastc, thin , and st,a}I be UL/CSA listed. W
the pike to a tine slurry that will pass freely through the p.:mp and 1-F 2
discharge pipe. Discharge shall be 2' PVC. Run Cycle configuration: • OO W 7�
-- Allow pump to run are pumping cyd3e • LY C-)
OPERATING CONDITIONS: - Delay next pumping cycle fafor 24 hours 7
Pump shill we a copadty of 50 GPM at a total head of 45 feet shall - Allow pump to cycle for 2days
•
use o 2 HP motor operating of 3454 RPM. _ Delay next pumping cycle for 27 hours
•
P CONTROL PANEL MOUNTNG STAND' •
Pump
motor shall be of the submersible type rated 3 horsepower at 3450 RPM. A control panel mounting stand shall be provided as shown in the plans- The mounting •
Motor shot! be 460 volts. Three phase motors shall be "E57A B type. stand shall consist of minimum 2 galvanized support stand threaded to mate w7h the
Stator winding shag be of the open type with G¢ss B insulation goad for 130' C sleeve on the cover, two (2) steel angle supports to support the control panel and •
Top of PUMP STATION ELEV. 1B.bD (266' F) maximum operating temperature. likii g housing shall be filled with stainless steel hardware, The support stand and angle supports shall be coated with •
clear high dielectric oil that lubricates bearings and seals and transfers beat from
haked-an epoxy point and shelf be grass green in color.
windings and rotor to outer shell. Air filled motors which do no( nave the •
superior disspating capabilitles of of -filled motors sha11 nu: be considered equal. ALARM: •
The alarm shall have a bright glow and Hash during the high water conditions. The •
-- TOP of FINAL GROUND FLEV. 181 Motor shall have two heavy duty ball bearings to support it - ; shaft and take alarm light will go out when the water level drops. :
radial and thrust loads and a sleeve guide bushing directly can the lower seal •
to take radial load and act as name path for seal chambe u9a11 bearings shall •
be designed for 50.000 hours 8-10 r£e. Stator shalt be heat shrunk into motor TECHNICAL SPECIFICATIONS •
haasing. 2 HORSEPOWER D�JPLEX GRINDER P1JMP BASIN PACKAGE :
A heat sensor thermostat shall be attached to top end of motor winding and WITH DIRECT MOUNTED CONTROL PANEL �
shall be connected in series with the magnetic contactor coil in central boa to GENERAL W
step n motor winding temperature reaches 221'F. Thermostat to reset Furnish and 'rnstalV n fully assembled grinder pump package consisting of two (2)
automatically when motor cools Two heat sensors shall be used an 3 phase grinder pumps and motors, basin assembly, internal discharge piping check wives, shut •
motors. off valves, • Buick -connect slide rail systems, lift chains, four (4) level controls, stainless •
steei level control bracket, junction box, inlet fitting and control panel.
The common motor pump and grinder shaft shall be of #A15 stainless steel •
threaded to take pump impeller and grinder impeller. •
All equipment shall be factory installed except far grinder pump, inlet fitting, control • O Q
panel mounting stand and externally mounted control pone]_ •
SEALS: • z
Maser snail be tested b two mechanical seals mountec tandem with o seal • J
70P OF INITIAL GROUND EEEY. 13.04 pro y BASIN • O
chamber between the seals. Seal chamber shall be ail Gres to lubricate seal face The basin stroll be 48" diameter with de th as shown in the Ions. The basin shall be • VY
ontl to transmit neat from shaft m ester shell. p p • ^ Q
molded of fiberglass reinforced polyester resin manufactured by the ioy-up and spray • „ U
Seal face shot] be carbon and ceramic and lapped to a ictless of one light band technique to assure that the interior surface is smooth and resin rich. The basin shall r /S
DISCHARGE INVERT ELEV 11.50 have o minimum wall thickness N inch. A steel anti -flotation plate shall be molded a >
iota the bottom of to basis •
An electrode shall be mounted in the seal chamber to defect any water entering e b s Ir
the chamber through the lower seal. Water in the chamoe- snail cause a red — Z O
fight to tum an at the coatral box- This signal shall not stag motor but steal! BASIN COVER: • Z Z
out as o warning only, indlcoting service is required- Steel basin covers shall be provided with each bosh assembly. Each cover shot heve o • W
-- HiGH WATER -ALARM" ELEV _ 11.00 hinged access opening properly srrzed for instotation and removal of the grinder pump •
and check valve assemblies- The access opening shall have a minimum of two hinges
PUMP IMPELLER: and a lack hasp. Covers shall be constructed of non-skid, tread- plate steel with a
The pump impeller shall be of the recessed Myers type to ❑rovide an open minimum thickness of 9i"- The cover shall have a sleeve for mounting the control •
unobstructed passage through the volute for the ground sands. impeller shall be panel mounting stand end an elbow for junction box mounting and to run all wires from •
of cast Iran and shall be threaded onto stainless steel s^ the junction bav to the pane) maunting stand. Covers shall be coated with a baked -on •
epoxy point and shall be gross green In color. Covers shalt be Felted to the basin with t
stainless steel cap screws- Zinc plated nuts shall be embedded in the upper Range of • le \ V i r-
the fiberglass basin for corrosion resistance and to prevent turning. • lJ U
GRINDER CONSTRUCTIONS •
Q Grinder assembly shall consist of grinder impeller and shrewd-g ring and shall (� Q
be mounted directly below the +wiule passage. Grinder imcd'r to be RAIL ASSEMBLIES: _V
Ad onto stainless shaft and shall De locked with screw Gad washer_ The The lift -out rat! system assemblies shall permit easy removal and installation aF thetu
shredding ring sh.11 b, pressed into iron holding Range for easy removal. pumps and lower check valves without need of personnel entering the ho tin. Structural • Lrl
Flange shall be provided with tapped back --off holes se that xrews can be guide brackets with guide yokes of sufficient bearing strength to prevent binding shall — O
used to push the shredding ring from housing. All grinding c' solids sBali be bolt to each pump. The yokes shall mote over guide rai€e of a minimum of I inch • „` ll 0
— LAG PUMP "ON" ELEV. 5.50 from action of the impeller ogorost the shredding ring. fiberglass pipe running between an upper rail support and the discharge case. Lower • W �]
discharge nozzles, downstream from the check valves, sholt be guided into a chamfered ll
Bath grinder impellers and shredding ring shot be of 440C s:cnless steel cavity in the discharge case. A shoulder on each nozzle shall bottom on the discharge • u
hardened to SB-60 Rockwell C. case to insure alignment for a leak tight seal. Dual '0" rings shall effect a hydraulic •
eel around each nozzle when it is in its operating position. A brace, earl
-- LEAD PUMP "ON' ELEV. 4.50 s Pe 9 P Y removable
RAILS I" PIPE from the top of the basin, shall le provided to lock the parts together and to prevent
CORROSION PROTECTION: I'v1e surges irnm breaking the seal and allowing leakage. The discharge case shoo have •
An koo castings shall be pre-treated with phosphate and chrxlic rinse and to a discharge opening with piping to discharge opening with piping to a discharge coupling • V
be painted before machining and all machined surfaces exposed to the sewage through the basin woil. •
•
2" DISCHARGE PIPE water to be re -painted. All fasteners to be 302 stainless steel, •
CHECK VALVES.
-- --- PUMPS "Of F" ELEV. 2.00
SEARING END CAP: A heavy duty spring loaded elf rubber flapper type check valve with cast iron Doily shall •
Upper motor bearing cop shall be separate casting for easy "'a..nting be on integral part of -the discharge seal assemblies and lift out with the pump •
assemblies- The valve design shall be such to allow for operation when ne rive heads, •
and replacement. g" op ga
up to 5 feel, are encountered. The valves Shan be designed to operate at all NOTE- •
POWER CORDS: pressures in the sewer system created by the grinder pumps. •
CONSTRUCT A DUPLEX PUMP STATION FOR
-DISCHARGE CASE •
?ewer cord and contra} cord shall be double seated. The po•e• and control A flat eel stainless steel spring, internally molded into the Bull N rubber flapper, shall PHASE [:POND B. ONLY INSTALL ONE 4F THE r
conductor shall be single strand sealed wit., epoxy Potting co";curd and then be famished in order to prevent collection of debris in the check valve- All fasteners TWO GRINDER PUMPS IN THE PUMP STATION. •
clamped in place with rubber seal bushing to seal outer jock:: against leakage CONSTRUCT A SIMPLEX MANHOLE FOR PHASE •
shop be stainless steal. •
:
i I •
I I •
I •
t j
111 •
I I I
� I
•
16' •
HAumar 52R484B , S • I
I[ OR APPRavEO EWAL ------��� f • ��
SEAL
t I • -
:D } 16834
PLAN
• ®,".,"ham El,
NOTE: VAULT LIE SHALL •
NAVE Uri BAR
ACCESS OM WITH
6 2 m
ACCESS DOOR WITH
- LOCKING POST CAST Z ® Ee
IN TOP DR APPROVED . a z' 4
EgUAL Ch
BROOM FlNSH AND EDGE TOOL - 1 • w
•
z Ift
w � e
yg¢C
4 5
"" 1-1/4-I BLITYl RUBBER- ._. • J p gr 3 pT
SEALANT N Jai T
I_
I`r
5_a
•
♦
O
L,
r
A
c3i
�BYg
•
I
1
.....12'i
:
co
I
I
•
36'
•
LIFTERS i _�
•
O
�
1Y
I
•
U
12' S0 % Y OP .IMP OEPRESS1pN
!
•
f
•
al
z
s"
LU
4
•
Z
z
Si PAN h TT IN
CENTER a BOTTOM PST
- CONFORCI
a
_ REINFORgNG H-2
O IF
•
�
•
6" DDA WITH 3" METER VAULT
z
N'S
CD
(ELEVATIONS FOR STRUCTURE NORTH OF PHASE L POND B)
(DUPLEX)
i
s
TING
i RUL uNiul BLcxL,l TYPE
48" DUPLEX CONCRETE STORMDRAINAGE GRINDER PUMP STATION
NTS
and to provide far stain pull. Cords sholh withstand o pull o. Cv pounds to
meet U.L. requirements.
lnsulatron of power and control cards shall be type 50w/50w-4 Both control
and power cards shall have a green carrier ground conductor •'ot attached to
motor frame.
DISCHARGE PIPING.
Schedule 40 PVC discharge piping shall connect to the stotior�f discharge
(COVER BOLTS)base lift assemblies and terminate nt o 2" discharge Range -red on the
DI A. B.C. basin at the height shown in the plans. The discharge flange shall have a 2"
aCEO AS SHOWN Ni hub (48 basins) for attaching external discharge piping.
SHUT OFF VALVES:
PVC true union ball type shut off valves with Teflon seats she. ce fumished
os an in tegrol paK of the internal pipe assembly. If the die:^nrge depth is
mare than 2 feet from the surface extension handles shaft be s_pi,lied.
INLET FITTING
A one piece inlet fitting far 2 SCH 40 pipe shall be shipped loose ?or field
installation as required by the installation.
JUNCTION BOX:
Tla junetia box shall be constructed of structural plastic for coresion resistance and
of adequate thickness to provide stability and mechanical strengtt. The Junction box
shall have a fury gask.bi cover the] is held in place by four i _rlptive stainless
steel screws with heads of adequate size so that they may eosita ce Installed and
removed Witte
ui the use of special toots. The heads of the screws shall be totally
encapsulaled so that no metal parts are exposed. The cover shy he fastened to the
main body of the junction box by means of a totally corrosion-•esistance tether to
prevent dropping the cover during service -
An adequate number of sealing --type cord grips shot be supplies Ix incoming pump
PLAN and level control cords. The cord grips shall be made of non-arrasive material, such
O, PvC or nylon, and shall make on effective seal around the wire jacket. The cord
grips shall seal to the junction box with on 0 ring or gasket.
The junction box shall hove PVC solvent weld socket type condo.` sub of adequate size
to accommodate the number of wires required far pump bird ]eve control operation.
The incoming wires shall be sealed by an external EY type eol-c" (supptied by others)
o that condensation from the conduit or groundwater will hat el ter the enclosure. The interior of the enclosure shall be of adequate swir III— to oaaurrr-d.te the es and
connections for pump and level contras operation.
The wires running between the control panel and the junction bee shall he color -coded
one fastened to the Pump and level controls by means of adequately sized and
insulated twis! lock or crimp Connectors.
The FNnction box shall be designed to NEMA 6 standards far occasional submergence.
FA
L POND A. INSTALL THE REMAINING PUMP IN •
THE SIMPLEX PUMP STATION. WHEN
CONSTRUCTION IS COMPLETE, REMOVE THE PUMP •
For THE SIMPLEX PUMP STATON AND INSTALL •
IT IN THE DUPLEX PUMP STATION. THE SIMPLEx
MANHOLE WILL THEN BE CONVERTED INTO A •
I
STORM ORAENAGE MANHOLE.
I
a
�
Q 4
•
TOP OF PUMP STATION ELEV. 12-25
\] t J
v E/
12 • p
r UQ
•
U
d
.;
..r✓`_, �^' INITIAL TOP OF GROUND ELEV. 11.25
24'"r •
I
OF
�
7 G
• �
1
C v;
•
•
Nw
__
-
1i
•
DISCHARGE INVERT ELEV. 10.00 •
N G Z
qi hl d
-
3w
�
C O
HIGH WATER "ALARM' ELEV 9-50 •
a -
1 T
LAG PUMP "ON" ELEV. 3 •
•
•
I",-7p
-
•
- LEAD PUMP "ON" ELEV. 2.70 •
: GD
•
------- PUMPS 'OFF" ELEV. 1.70 •
•
N
_
TTOM
�g�.�
•
15.3E'
Q
(ELEVATIONS FOR PHASE E POND A)
(SIMPLEX)
7UTILITY DETAILS : • Taut.
•
- - T" T - - - ;.�; -ter-- -T I
r ,

TREE PROTECTION NOTES
e A1s 1 AM RAP(SEE � Ir4At wA, eELD AT THE START OF GRADING INVOLIONG THE STRIPPING OF TOPSOIL OR
LOWERING OF \ \\` EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL IF I I CUT SHALL AT THE EDGE THE TREE SAYE AREA THE SAME TIME AS OTHER MADE MADEEROSION CONTROL MEASURR ES ARE INSTALLED- THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT
FUR
� FURTHESHEST AWAY FROM THE TREE TRUNK.
NO STORAGE OF MATERIALS, FILL OR EQUIPMENT SHALL BE PERMITTED WITHIN
\g,�_ Sinuu i r STONE - TI.01 . ]-gyp, AW. f THE PROTECTED AREA, AND NO TRESPASSING SHAG_ BE ALLOWED WITHIN THE
'�Y luaawE yv,� BOUNDARY OF THE PROTECTED AREA, AND SHALL BE SO NOTED ON THE
GRADING AND PROTECTION
ONCE CI, PLANS AND POSTED IA THE PROTECTION
!! I FENCE. A PROTECTION FENCE CONSTRUC7E➢ OF MATERIAL RESISTANT TO
k DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE DURATON OF THE
CONSTRUCTION SHALL BE R+[R BF,•I eaw INSTALLED AT THE SAME TIME AS THE EROSION
CONTROL MEASURES, AND SHALL REMAIN IN PLACE UNTIL ALL. CONSTRUCTION
ITAYEL r wP
"1't-R��PEC7!'fE _VI y.W IN THE VICINITY OF THE TREES HAS BEEN COMPLETED
WA -
NO SCALE RAP ,DI
e rcs••n m AwWn Dem..c Pry �>s � NO MATERIALS SHALL BE STOCKPILED, NOR EQUIPMENT PARKED OR REPAIRED,
Rut TRAw ID Aa[S a ..e NOR OIL OR GASOLINE DUMPED WITHIN THE DRIPLINE OF A TREE SCHEDULED
TO REMAIN.
IF WORK IS REQUIRED TO TAKE PLACE WITHIN THE DRIPLINE OF A TREE, THE
+. F� in1-T RwAP�,E,lowi, I CONTRACTOR PERFORMIING SUCH WORK WALL BE REQUIRED TO COORDINATE
PLACEMENT OF A PROTECTIVE BARRIER OVER THE AFFECTED PORTION OF THE
TREE'S ROOT SYSTEM CONSISTING OF 4 INCHES OF HARDWOOD MULCH BELOW
WOOD LOGGING MATS THAT ARE TOPPED CC WITH 4 ADDITIONAL INCHES OF
R
w xo1r. HARDWOOD MULCH. THIS BARRIER SHALL BE SCHEDULED TO BE REMOVED
- FArwc
.wss 1 RP -RAP IMMEDIATELY UPON COMPLETION OF WORK IN THE AREA.
IWAS APE
IAINRUIALCIITARE 05] KAsNE, STOVE
TUNLESSLQ DTIERNY TREES DAMAGED BY CONSTRUCTION OPERATIONS OR AS A RESULT OF
NEGUGLNGE ON THE PART OF ANY CONTRACTOR SHALL BE REPAIRED BY AN
_ _ _ APPROVED TREE SURGEON WITH ALL COSTS BORNE BY THE CONTRACTOR THAT
SLCTi.,)\_ 7HRJ DASf�`: 'L'�1� AN' �,-_1: R Ff 'I CAUSED THE DAMAGE. ANY TREE DAMAGED BEYOND SATISFACTORY REPAIR
NO SCALE SHALL BE REMOVED ARID REPLACED AT THE EXPENSE OF THE RESPONSIBLE
CONTRACTOR_ REPLACEMENT TREES SHALL BE COMPARABLE MARKET COST
AND OF A SPECIES SELECTED BY THE ARCHITECT.
GRAVEL & RIP RAP HORSESHOE INLET PROTECTION
N.T.S.
d54D
TREE PROTECTION AREA IT,
EXISTING TREE DO NOT ENTER
PROHIBITO ENTRAR / ZONA y
PROTECTORA PARA LOS ARSpI_E$
SIGN DETAIL
OC3T MA, OE EITHER 4'0IA. NNE.
2" DIA OAK, OR 1 S3 LU/LF STCEL
WL AiHF RFRCO% 5 �A+
r
�i�i �1Er- - UKANGE UV Fi 111 ANT,
n hIGH-TENyLE '•IRENGTti.
F,k Y BARRIG0,.F I ABRI^
SUBGRAOE �o
z
INSTALL THEE PROTECTION fE NCE 31 51GNAGO F PRIOR TALLING FOFT TI It
NIT-A� ONSITE INSPECTION 13Y ILL TOMDF UORFHEAD CITY ZONING INSPECTOR.
NOTES
WARNNC 1414 TO BE NAns OF DURFBLE. NFIa-<RPROI AA1TiPI,1L.
FTTTR RE TO BE 3 I'.n IN , DI.LCSLE Nn SPA'EG AS BE SAILED.
SIGNS A< IC BE PL CET, NO CR A'ER THAN 15' ON CEN.Ek
-- PLACE :iCN AT EA- P END OF LINEAR TREE PROTECTION AREA AND 75' ON (.'ENTER THEREAFTER
- FOR TREE PROTECTION AREAS LESS THAN 200' IN PER3METER, PROVIDE NO LESS THAN ONE
SI CN PER PPGII.CBON AREA
AT741H SIi NS SECLRE-V :° FFNC. PGS'S AN' FABRIC.
M t!h AL" RE F`RCT_C'ON FEN E -57.5 ANJ I'sBPC
ADDI S NS MAY 5E RECUR O 5� HE TOWN Cr NCRFHFA,,, C; "Y ,I.SPECI!ON OFTIARTMENT
,,D ON ,.,UAL "ILO '.GN)IT`ONS.
TREE PROTECTION FENCE
-^1I--'I�! �II.NIr�.11 „I'!'I'."""
TEMPORARY NG SCHIADVLZ AND CATESFOR
THE COASTAL PLAIN
SEED so PRFyMUTIM
NOT[- REINFORCE FILTER MN
LIME
10-10-20
2 TORS/AG
1.000 LBS/AC.
SYNTHETIC MAT AN 2PSF
PERMISSIBLE SHEAR STRESS.
C-20-0
500 HIS/AC. (AFTER SEEDING)
SEED PER SEEDNG SCHLOULE.
ASPHALT TACK
200 G /EON OF MULCH
SEEDING M%TUFF
VEGETATIVE FILTER
(FEBRUARY , - APRL 30)
TAU. FESCUE
50 LBS/Ac.
N.T S- ,
PEW,.COLA BA,RAQRI
10 LBS/AC.
'S'r4
AM
KOREOR KOBE LESPEDE7A (SCNBFED)
SO tBS/AG
-�L..
1
TALL FESCUE
50 L8S/AC.
OR ROBE LESPE0E2A (SCARIFIED)
50 LBS/AC.
SRONWN
BROwHTT1P ARMLET
25 LEIS/AG
(SEPTEMBER I -- JAMIARY 31)
1�
7 4YV d' 1' MIN S
Ni-,ill 11
CONIC 18'
7
sf
cCNC
FLOW DISTRIBUTION DEVICE
Nil -
NOTES:
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF SLOPE
EXCEEDS 2X, SEED AND MULCH DMFRSION. TRY NOT TO EXCEED 5X (HIGH
VELOCITIES RESULT). MAXIMUM CA. - 5 ACRES WITHQUT SUPPORTING
CALLS. DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO AN
APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED,
D. MACHINE COMPACTION OF ALL FILL IS REOu1RED. DIVE R5" 5
SUFFICIENT
TO DIRECT
ALL SEDIMENT -LADEN STORMWATER SAID A
SEDIMENT To DEVICE MUST BE INSTALLED PRIOR TO CLEARING AND
GRUBBING OF THE AREA.
b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURING
CONSTRUCTION OPERATIONS.
c. DIVERSIONS SHALL BE SEEDED MID MULCHW 0 THEY ARE TO
REMAIN IN PLACED OVER 30 DAYS.
5. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
5.4J
TEMPORARY DIVERSION BERM/DITCH DETAIL
N.T S
TLLL FE�(SIE BO L„S/AC.
KOREM OR xaBE IESPE0E2A (1R5G1R61E0) 60 UM/AC.RYE
RYE IGRA4I) 25 LB./AC
FOR SLOPES 2-1 OR STEEPER ADD 30 Les./AC. SERI LLWEDEZA
PERMANENT SEEDINQ SCHEDULE
FOR THE COASTAL PLAIN
MISEEDING M
COMMON BERMUOAGRASS
10 L135./AG.
PD494COLA BAHIAGRASS
W LBS/AC
GERMAN MLJLT
10 L95./AC
PLANING DALES
APRL , - J , 1S
+ 2* MIN
SLOPE 2:1 /
rd6
MAX _ - - ob I z
IF/
NATURAL GROUND -
Fill OR CUT SLOPES
y - -
SLOPES
COMPACTED FILL
BERM
TOP ELEVATION OF STORNWATER
ii WASHED r{F - T,MAXSTONE z
DESIGN OF SPILLWAYS
.- ,-�' 7-
DRAINAGE AREA WEIR LENGhl1
EXISTING SLOPE -
(ACRES) (FT) NI
CL455 7 RIP -RAP--~ FILTER FABRIC
1 4,0 1
2 G.0
�.- VARIES
3 &0
4 10.0
s 12-0
LON
MENSIgtS SHOWN ARE MINIMUM
EXISTING SLOPES
NI
HEIGHT d WIDTH DETERMINED BY
_
- LXISTNG TOPOGRAPHY AND
VARIES
-
- - SEDIMENT STORAGE REGUIREDKEY
�...
RIP RAP INTO THE DAM
1.1.
FOR STAB; 12ATION.
TAP
FRCNTvl W
EU05 TTNG SEOPE
EP Eg!,I�?vCr.
CHECK DAM
Q
I
f
PpSt -Development phase I
5AN
FRONT VIEW
A' LNk •
' vnH�aei As D�REc rtl:er TyE Era;;,Nr f:H -- • .
MIN 10 GA
LANE WIRE
I T1PIFu xnTEc
I .. _. _.... / NOTES: •
)I a-f4GoCT 2 5 OR 057 WASHED STONE SHALL
SIT E F RIG !I� / - i I � OE USED, PM 70 BE 50L % 20'W X s'R AT EECRI u 4 9TE Is STMIu�E�55 @ • -
YM 125 GA A MINIFREQUENT EHEP(S OF THE DEVICE Mu �
TERMEDIATE a. RABOlG RADIUS SUFFICIENT TO TNCLT MANTENAHCE YU51 PROV41Ep
IN -
WE7E5 a - / r / -'I: I•. j ACCCAHWO]AlE LARGE TRl1D(s IS TO BE •
\f li 1 POUNDED :
Y Y SHOULD BE `1I I I PROVIDE FOR M)AXMIUTILITYOBY CATELLT0 1 /
MIN l0 GA ! ` Y �' -.. '�, - , / / �.� / \ FI 3 t EN GRADE CONSTRMSTUCTION VEWCJ.ES.
1A
LINE MRE I � ��.
REi MILL PREVENT TRACKING ADIRECT CT •01PFLO��ONTG�PERIODICIc WIN, STONEL. RE-G"o •
NECESSARY: KEEP SOIF HANDY. . 3 h 70 s°
SIDE VIEW 4. ANY MATERIAL RAGCH STILL MAKES IT / • 1 1 ( 6 `FPS • = 15834 �'��
ONTO THE ROAD MUST BE CLEANED UP
MMFOIEL AY. 1 ti �M 0 % O
� - I t CYF � : l OFNCINEE'� A,
STEEL POST 1RlAN(i F $PFixlt ND1F5 6 4 'Y Y . � _. E' • •. 4 t " r
N W F i
USE SILT FENCE ONLY WHEN DRIUNAGE AFEA I, III FN'GVE RE FABRIC 1 SIT FENCE OR TREE PROIECTgN FENCE SHAtt BE !�b��a �{'v'
GEDTEI(TILE FABRIC SILT FENCE USED TO LFAT RWRESS AND EGRESS TO CONSTRUCnON 41�
DOES NOT E710EE0 1/4 ACRE ANO NEVER SIN -� ENTRANCE ONLY. p •
AREA OF CONCENrA0. ED FLOW. 2' - 3' 57ONE - OP'Q� •
e 2 IF CONSTRUCT ION ON SITE IS SUCH GNAT LAI 5 NOT {S'JRCE STONE OR RR BALLAST) Q?O
END OF SILT FENCE MUST BE TURNED UPHILL. 3, 1; n REMOVED BY VE ICIRAR TRAVEL CWR THE STONE, THE •
FILL SLOPE TIRES MUST BE WASHED PRIOR 10 VEHICLES ENTERING NE •
i PUBLIC ROIY.
•
DEBRIS K CONSII THE P BLIC THCS UG PJu YTH
"T"O T, THE PlAX1C 1I1p A ANO IN THE CMEEPIIWc
w FIN NpBTT ALL CUM TP1E AREA AF10 s INN TEE
FINANCIALLY LLRESPO RESPONSIBILITY
PTY FORS) AS b9XCATED DII _... .3C`�__--._ ._ T5 AN A it
THE FINANCIAL RESPOISF311TY FORM. Z $ m 1
I I I EA GRADE rX15lING ROADWAY
UNDISTURBED EARTH - -
1 _�
I - _
LS- YN C9WE3i OVER SKIRT y AFABFaC UNDER STONE • z • J iy
4 I ANCHOR SKIRT AS DiFECTED BY ENGINI j CROSS SECTION •
f AS z 1J�It
• F J]yy] IIII[[((
.t r FOR REPAIR OF SILT FENCE FAILURES, USE 157 WASHED STONE • o if
FOR ANCHOR WHEN SILT FENCE IS PRoTE:'• G CATCH BASIN TEMPORARY CONSTRUCTION ENTRANCE /EXIT • _ }�;I
SILT FENCE FOR SMALL DRAINAGE AREAS LESS THAN ONE ACRE
NT.. .. _
I
5.4B
I
NOTE: TOP VIEW
STRUCTURAL STONE SHALL BE
PM.
{CLASS "B-) STONE FOR EROSION SET FENCE sLT FENCE
CONTROL PURPOSES,
SEDIMENT CONTROL STONE SHALL
BE NO 5 OR NO. 57 STONE.
SET FENCE x
1 � I I-
�V
'b{ 3�n1AX.
SEDNACNT
CONTROLS STRUCTURAL
STONE STORE
FRONT VIEW
SILT FENCE STONE OUTLET DETAIL
N rF.
10 YEAR
IpFAM%I
Area
-A- -
I,Bero
Y
"' II
pi6r+,
Sub
M'
TOW
RwBM•44
TN'
I LA
Pin
11B.
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• PROJE--T NO. • REVISIONS
ha es howe CART R 7 COWU'N1,�Y CCLLEe 100032
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_ �I�I®I�IC.� � �I�t® Y'�'��®I�1� •CHECKED BY
P R O F E S S I O N A L - A S S O C I AT I O N RPL
- ARCHITECTS •DRAWN BY
a 0 VJC/LEE
l 3 5 W E S T C O N N E C T I C lJ T A V E.
4 / G 1 l^ nn 0, _ u C G 11 �I NI FG Nj,l, ?T H CA ROLI NA 28387 MOREHEAD CITY, NORTH CAROLINA
• CONSULTANTS
STEWART ENGINEERING INC
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PO Box 12(154 RTP, NC 27709
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NORTH CA ROLI NA 28387 MOREHEAD CITY, NORTH CAROLINA
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• hayes howell CART R 7 C®�Il% V Iv (7 I C®1.L. 6 to PROJECT N0. •REVISIONS
� 100032
o A T I O N • CHECKED BY
a A�� 1 i 1®NIB I$ RENOVA71®N5 RPL
P R O F E S S I O N A L A S S O C I
ARCHITECTS •DRAWN BY
• • • LEE
1 3 5 WEST CON NECTI CUT A V E. MOREHEAD CITY,
N PINES NORTH CA ROLI NA 28387 NORTH CAROLINA
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16 AUG. 02 SOUT H ER
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STEWART ENGINEERING INC
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• PROJECT NO. • REVISIONS • CONSULTANTS
hayes howell ���� ��MMU� I fiY®�� 100032
1 �..,....... STEWART ENGINEERING INC ; �af� ppo.
O I� p�IfiI®I�l�I�®Y71®I�l5 *CHECKED BY _�=2= r� m
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P R O F E S S 1 O N A L A S S O C I AT I O N
ARCHITECTS PO Box i2054 RTP, NC 27709
• D RAW N B Y Tel. [phone] Fax [phone]
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• PROJECT NO. • REVISIONS
100032
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• CHE BY
P R O F E S S Z O N A L IN S S O C I A T I O
RPLCKED
ARCHITECTS
*DRAWN
WY
VJCLEE
/
16 AUG. 02
1 3 5 w E S T C O IN IN C T I C U T A V E.
SOUTH ERN PINES NORTH CA ROLI NA 2S387
MOREHEAD CITY, NORTH CAROLINA
• CONSULTANTS
STEWART ENGINEERING INC
PO Box 12054 T NC 2 70980.87
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