20110614 Ver 1_Site Plan_20110701

TRANSMITTAL
H I G H F I LL 5565 Centerview Drive, Suite 214
INFRASTRUCTURE Raleigh, North Carolina 27606
ENGINEERING, P.C. Tel[phone] Fax[phone]
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To: Beverly Strickland Copies: File --- D
Administrative Officer JUL �0!11'2,n
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DWQ -Program Development r
NCDENR yy�NRL�- VOpen* U� s
Mail Service Center 1650 �rnvarera
Raleigh,NC 27699-1650
Branch
Date: June 30, 2011
From: Jeremy Allen HIE Proj.No.: HIL 1101
Subject: Orange Grove Road Water Improvements
WE ARE SENDING YOU:
® Attached ❑ Shop Drawings ❑ Samples
COPIES DATE NO. DESCRIPTION
1 CD containing signed plans in TIFF format
COMMENTS:
intelligent solutions..sustainable infrastructure

C) RANGE GROVE ROAD WATER IMPROVEMENTS
TOWN OF HILLSBOROUGH
HILLSBOROUGH , NC
US ,® PE SCHEDULE OF DRAWINGS
SHEET TITLE
COVER VICINITY MAP AND SCHEDULE OF DRAWINGS
—
C 0.0 SHEET LAYOUT GENERAL NOTES ABBREVIATIONS AND LEGEND 0
C- 1 .0 SEGMENT A — WATER LINE PLAN & PROFILE, STA. 0+00 TO 10+00
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C 1 . 1 SEGMENT A WATER LINE PLAN & PROFILE, STA. 10 +00 TO 20+ 50 0
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C- 1 . 2 SEGMENT A — WATER LINE PLAN & PROFILE STA. 20+50 TO 29 + 52 .
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C 2 .0 PUMP STATION DEMO AND SITE PLAN
J C -2 . 1 PUMP STATION DETAILS U
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C - 3.0 SEGMENT B — WATER LINE PLAN & PROFILE STA. 0+00 TO 12+00 -
- SEGMENT B — WATER LINE PLAN PROFILE, 1 TO 23 + 50
C 3. 1 8� O LE, STA. 2 00
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►Yo P MP C -3. 2 SEGMENT B & C — WATER LINE PLAN & PROFILE, STA. 23 +50 TO 34+ 39 Iz
E 0.0 ELECTRICAL NOTES LEGENDS AND DETAILS0
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® — ELECTRICAL ROUTING AND GROUNDING PANS AND DETAILS
PROJECT E 1 'O
ED— 1 EROSION CONTROL DETAILS —
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®� MD- 1 MISCELLANEOUS DETAILS
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Fax [phone] 026481 INF F�TRUC URE
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Firm License No. C-2586
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SEAL NOT VALID UNLESS SIGNED AND DATED SEAL NOT VALID UNLESS SIGNED AND DATED
MNAL DEMON NOT RELEASED HIEPC PROD. NO. HIL1 101
FOR COONS` RUC TMN JUNE 2011

GENERAL NOTES: ABBREVIATIONS: m
1. EXISTING SURVEY DATA PROVIDED BY STEWART ENGINEERING, INC. FOR ENGINEERING PURPOSES ONLY, LEGEND
NOT FOR RECORDATION. AFF - ABOVE FINISHED FLOOR w
AWWA AMERICAN WATER WORKS ASSOCIATION v
2. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT BO - BLOW OFF SYMBOL N SYMBOL EX. DESCRIPTION I °4 25 -
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES. B- - SOIL BORING N0. C � C , � ® / r �
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3. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK AND SURVEYS REQUIRED TO PROPERLY CL - CENTERLINE AIR RELEASE VALVE ASSEMBLY V I Z ® w
A / s g Z
CONSTRUCT THE NEW WATER TRANSMISSION MAIN FROM CONTROLS SHOWN. EASEMENTS SHOWN ON CMP CORRUGATED METAL PIPE
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DRAWINGS ARE APPROXIMATE. FOR EXACT EASEMENT LOCATION, REFER TO ACQUISITION PLAT MAPS. CMU - CONCRETE MASONRY UNIT Y w o 0
TELEPHONE / CABLE PEDESTAL �► U
CONC - CONCRETE Lam`i / a� o
4. AT LEAST TWO BUSINESS DAYS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY / X 2
ENGINEER AND APPLICABLE REGULATORY AGENCIES THAT HE IS PREPARED TO COMMENCE. NOTIFY CT - COURT ` TREE/SHRUB (DIA & TYPE SOMETIMESku
fk°, z
NCDENR LAND QUALITY SECTION AT 919-791-4200 FIVE WORKING DAYS PRIOR TO CONSTRUCTION. DI - DUCTILE IRON ��� r� ���� NOTED) / �''�Z. ® �
DIP - DUCTILE IRON PIPE 2
5. CONTRACTOR SHALL CALL NC ONE CALL FOR UTILITY LOCATIONS PRIOR TO DIGGING. U/ 2 m
DR - DRIVE O CCID SEWER CLEAN-OUT '` W M to
6. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE EX - EXISTING N
PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE EOP - EDGE OF PAVEMENT 00 CONTOUR
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING, DRILLING, AND BORING AND JACKING FFE - FINISHED FLOOR ELEVATION �G� t
OPERATIONS BY OBSERVATION ELECTRONIC DEVICES HAND DIGGING AND BY PERSONAL CONTACT WITH r
OBSERVATION, a ' FG - FINISHED GRADE + 100 .� SPOT ELEVATION /�� N N
THE UTILITY COMPANIES TO DETERMINE THE ACTUAL LOCATION OF ALL EXISTING UTILITIES IN AN EFFORT C, Q
TO AVOID INFLICTING DAMAGE TO THOSE UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FL - FLANGE END N M
UTILITY RELOCATION COSTS IF REQUIRED FOR CONTRACTOR'S METHOD OF CONSTRUCTION. THE FM - FORCE MAIN
CL �,�,. • ,�° �,:�•. WOODS LINE, CLEARING LIMIT �
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM DAMAGE TO THE EXISTING GV - GATE VALVE
UTILITIES ARISING FROM CONSTRUCTION OF THIS WATER MAIN. SUCH COSTS INCLUDE LOSS OF UTILITY HDPE - HIGH DENSITY POLYETHYLENE `°"�' /�.
REVENUES. IF NECESSARY, CONTRACTOR SHALL ARRANGE FOR RELOCATION OR TEMPORARY SUPPORT O r SEWER & STORMWATER MANHOLE �
OF EXISTING UTILITIES SUCH AS POLES, CONDUITS, CABLES, WATER AND SEWER MAINS, STORM DRAINS, HPN - HYDROPNEUMATIC
ETC. INV - INVERT
, I CATCH BASIN / GRILL BASIN
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7. CONTRACTOR SHALL MAKE EVERY EFFORT TO PRESERVE PROPERTY IRONS MONUMENTS OTHER IP IRON PIPE
PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, LF - LINEAR FEET
MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL MIN - MINIMUM �� �,. WELL OR BORE HOLE
BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. MH - MANHOLE
MJ - MECHANICAL JOINT �( POWER OR TELEPHONE POLE
8. CONTRACTOR SHALL CLEAR AND GRUB THE CONSTRUCTION CORRIDOR AND ALL UTILITY EASEMENTS ONLY MON - MONUMENT G /
TO THE EXTENT REQUIRED FOR WATER MAIN INSTALLATION. CONTRACTOR SHALL MAKE EVERY EFFORT NIC - NOT I CONTRACT
TO PROTECT TREES THAT WILL NOT BE REMOVED DURING CONSTRUCTION. - - .. FIRE HYDRANT ASSEMBLY
OC ON CENTER
9. BUILDING LOCATIONS ARE APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. NOT NTS - NOT TO SCALE N ` w l GATE VALVE '
ALL BUILDINGS ARE SHOWN.
PE - PLAIN END
` p x' F. /
10. CONTRACTOR SHALL REPAIR ALL DISTURBED DRIVEWAYS, PAVED OR UNPAVED, TO EXISTING OR BETTER PJ - PUSH-ON JOINT BALL VALVEI•) �� r°
CONDITIONS. GRAVEL AND EARTHEN DRIVEWAYS SHALL BE REPAIRED WITH MINIMUM 6" COMPACTED PL - PROPERTY LINE GAO
STONE OVER THE DISTURBED WIDTH. PP - POWER POLE
BUTTERFLY VALVE
PSI - POUNDS PER SQUARE INCH
11. CONTRACTOR SHALL RESTORE/REPLACE ALL DISTURBED SIGNS, MAILBOXES. STORM DRAINS, ETC. TO PVC - POLYVINYL CHLORIDE c�`�` O
ORIGINAL CONDITION AND LOCATION AS SOON AS THE CONSTRUCTION PROGRESSES BEYOND THAT PVMT - PAVEMENT �° UNDERGROUND POWER
LOCATION. IN NO CIRCUMSTANCES SHALL POSTAL SERVICE BE INTERRUPTED TO PROPERTIES ALONG
THE CONSTRUCTION CORRIDOR. R/W - RIGHT-OF-WAY
R or RAID - RADIUS ------��°�� •�°� OVERHEAD POWER
12. ALL ROADSIDE DITCHES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO PRE-CONSTRUCTION RCP - REINFORCED CONCRETE PIPE / ���`� '�N �ARp��''%,
CONDITION OR BETTER AND STABILIZED WITH STRAW AND NET MATTING UNLESS OTHERWISE INDICATED. 0� �/
REQ'D - REQUIRED UNDERGROUND TELEPHONE
RD - ROAD / G '
13. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO INSTALL THE WATER MAIN <(O° - SEAL =
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF SITE. RJ =RESTRAINED JOINT - - - r4 OVERHEAD TELEPHONE �,��• ° _ 34361
STA STATION /
NO BURNING WILL BE ALLOWED. ' / 2q•I
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SR STATE ROAD
GAS LINE
TH K - THICK
14. RELATIONSHIP OF WATER MAINS TO SEWER. (T15A: 18C .0906) TOS - TOP OF SLAB
(A) LATERAL SEPARATION OF SEWERS, FORCE MAINS, AND WATER MAINS: WATER MAINS SHALL BE WATER LINE
LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL TS&V - TAPPING SLEEVE AND VALVE � SEAL NOT VALID UNLESS SIGNED AND DATED
TYP. - TYPICAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION IN WHICH CASE: U/G - UNDERGROUND SEWER LINE ("1'N SHEET KEY N
(1) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM UT - UNDERGROUND TELEPHONE 1" - 500'
OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR W/ - WITH � SEWER FORCE MAIN
(2) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN WL - WATER LINE
LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION WWF - WELDED WIRE FABRIC or FENCE 3 STORMWATER PIPE
OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE # or LB - POUNDS
SEWER. UNDERGROUND FIBER OPTIC LINE
5/SD-1 - DETAIL CROSS-REFERENCE (DETAIL 5
(B) CROSSING A WATER MAIN OVER A SEWER: WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION ON SHEET SD-1 IN THIS EXAMPLE) EROSION CONTROL NOTES: CONSTRUCTION SEQUENCE:
THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE _SF SILT FENCE
SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18-INCH VERTICAL 1. ALL EROSION CONTROL DEVICES SHALL CONFORM THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIGHFILL
SEPARATION IN WHICH CASE BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF ... ... WITH THE NORTH CAROLINA EROSION AND SEDIMENT DEVELOPING AND SUBMITTING A DETAILED WORK SEQUENCE
CENTERLINE OF DITCH OR CREEK 1 N I R A S 3 R U C T U 7 °
DUCTILE IRON PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. CONTROL PLANNING AND DESIGN MANUAL. TO IMPLEMENT THE WORK SHOWN WHILE MAINTAINING
CONTINUOUS OPERATION OF THE PUMP STATION AND EX. E N i N E E F i, R t02, R C.
(C) CROSSING OF A WATER MAIN UNDER A SEWER: WATER MAIN AND THE SEWER SHALL BE x FENCE 2. THE ESCAPE OF SEDIMENT FROM THE WATER LINE WATER LINES. THE FOLLOWING GENERAL WORK SEQUENCE
CONSTRUCTED OF DUCTILE IRON PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE ALIGNMENT SHALL BE PREVENTED BY THE IS PROVIDED TO SHOW THE INTENT OF THE DESIGN.
POINT OF CROSSING. WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. TREE TYPE ABBREVIATIONS INSTALLATION OF EROSION CONTROL MEASURES AND CONTRACTOR MAY SUBMIT AN ALTERNATE APPROACH FOR 5565 Centerview Dr, Suite 214
- PROPERTY LINE PRACTICES PRIOR TO CONSTRUCTION. CONSIDERATION. ALTERNATE APPROACHES WILL BE Raleigh, North Carolina 27606
15. CONTRACTOR SHALL CONFINE WORK HOURS FROM 7:00 AM TO 6:00 PM MONDAY THROUGH FRIDAY APPLE - AP REVIEWED BASED ON CONTINUOUS RELIABLE OPERATION OF
UNLESS NOTED OTHERWISE. CONTRACTOR SHALL CONFINE LANE CLOSURES FROM 9:00 AM TO 4:00 PM ASH - AS PERMANENT EASEMENT OR R/W 3. CONTRACTOR SHALL USE EROSION CONTROL DEVICES THE FACILITIES. Tel: [phone]
MONDAY THROUGH FRIDAY ON THE FOLLOWING THROUGH STREETS: ORANGE GROVE BEECH - BE o
BLACK WALNUT - BW SHOWN AND ANY ADDITIONAL DEVICES NECESSARY TO Fax: [phone]
16. AT LOCATIONS WHERE A WATER LINE IS INSTALLED WITH LESS THAN 18" SEPARATION FROM STORM BRADFORD PEAR - BP CHECK DAM CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. CONTRACT I (SEGMENT Al www.hiepc.com
DRAINS, THE TRENCH SHALL BE BACKFILLED WITH CLASS M (FLOWABLE FILL) CONCRETE UP TO THE BURFORD HOLLY - BH 4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY 1. CONSTRUCT 12" WL, TEST, AND PLACE INTO SERVICE. Firm License No. C-2586
OUTSIDE DIAMETER OF EACH PIPE. CATALPA - CID
CEDAR - CR INLET PROTECTION MAINTAINED DURING ALL PHASES OF CONSTRUCTION
17. CONTRACTOR SHALL DESIGN, INSTALL, AND REMOVE ANY TEMPORARY MEASURES NECESSARY TO COTTONWOOD - CW UNTIL THE COMPLETION OF ALL CONSTRUCTION 2. CONNECT 12" WL TO PUMP STATION. intelligent solutions..
PROPERLY INSTALL, FLUSH, TEST, AND DISINFECT THE WATER LINE ACCORDING TO CONTRACT CRABAPPLE - CA m" ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN sustainable infrastructure
REQUIREMENTS. CREPE MYRTLE - CM STRUCTURE OUTLINE STABILIZED. 3. MOVE SERVICES TO 12" WL.
CYPRESS - CY Y 5. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL
18. CONTRACTOR SHALL DESIGN AND IMPLEMENT TRAFFIC CONTROL PER NCDOT OR TOWN OF HILLSBOROUGH DOGWOOD - DW Ir,k° BENCH MARK 4. ISOLATE EX. WL AND ABANDON VALVES. (f)
GUIDELINES AS REQUIRED. ELM - EL � �. �'��I BE INSPECTED EVERY SEVEN DAYS OR AFTER EACH
_ RAINFALL EVENT THAT EXCEEDS ONE-HALF INCH.
GUM GM "'' WATER METER DAMAGED OR INEFFECTIVE DEVICES SHALL BE
19. WHERE POSSIBLE, WHEN INSTALLING WATER SERVICES, CONTRACTOR SHALL MAKE A REASONABLE EFFORT HACKBERRY - HB CONTRACT II (SEGMENT B.C. & PUMP STATION) W
TO PLACE SERVICE LINES UNDER CURB AND GUTTER WITHOUT DAMAGE TO CURB AND GUTTER. HICKORY _ HK REPAIRED OR REPLACED, AS NECESSARY.
HOLLY HY [ - ] BORE PIT 6 UPON STABILIZATION OF THE CONSTRUCTION 1. CONSTRUCT 8" WL, TEST, AND PLACE INTO SERVICE.
.
20. IF CITY OR STATE DOT ALLOWS EXCAVATED MATERIAL STORAGE ON PAVEMENT, A LAYER OF COARSE IRONWOOD - IW
SAND, SCREENINGS OR ACCEPTABLE ALTERNATIVE SHALL BE PLACED ON THE PAVEMENT PRIOR TO LOCUST - LC CORRIDOR AND APPROVAL BY ENGINEER, CONTRACTOR 2. INSTALL TEMPORARY PUMPS AND RELATED ISOLATION > Cn
DEPOSITION OF EXCAVATED MATERIAL. ®fin'gym: LIGHT POLE SHALL REMOVE AND PROPERLY DISPOSE OF EROSION
MAGNOLIA - MG � PLUG/CAP. � III �
MAPLE - MP CONTROL DEVICES.
21. LANE CLOSURES OR CONSTRUCTION SHALL NOT OCCUR ON OPPOSITE SIDES OF A STREET OR MIMOSA - MM 3. DEMO EX. PUMP STATION. 0 �
INTERSECTION SIMULTANEOUSLY. PEAR - PR SPRINKLER 7. CONTRACTOR SHALL SEED, FERTILIZE, AND MULCH L
_ PECAN - PC ALL DISTURBED AREAS WITHIN 15 CALENDAR DAYS OF 4. CONSTRUCT PUMP STATION AND PLACE IN SERVICE.
22. ALL TRAFFIC SHALL BE RESTORED TO TWO-WAY TRAFFIC AT THE END OF EACH WORK DAY. PERSIMMON - PS GUIDE WIRE LAND DISTURBING ACTIVITIES. � L
23. BORE AND JACK PIT LOCATIONS MAY BE SHOWN ON THE PLANS AND MAY BE SHOWN WITH DIMENSIONS. RE DTIP = RRT 8. CONTRACTOR SHALL PROVIDE A CONSTRUCTION 5. MOVE SERVICES TO 8" WL. _ •J __J
THE LOCATIONS AND DIMENSIONS SHOWN ARE TO CONVEY GENERAL INTENT OF THE LAYOUT. POPLAR - PP ENTRANCE AND ADDITIONAL EROSION CONTROL
CONTRACTOR SHALL SIZE AND LOCATE PITS AS REQUIRED FOR WORK AND WITHIN EASEMENTS AND SIGN 6. ISOLATE EX. WL AND ABANDON VALVES. L D 0
REDBUD - RB DEVICES AS NEEDED FOR ANY MATERIAL LAY DOWN,
RIGHTS OF WAY SHOWN. -�..._P STAGING AREA, EXCAVATED MATERIAL STORAGE OR (-- 0 Z LW
RED OAK - ROSOU WOOD - SW ELECTRICAL TRANSFORMER ANY OTHER AREAS DISTURBED BY CONSTRUCTION FOR 7. REMOVE TEMPORARY PUMPING AND OPEN VALVES. < 0 <
SWEETBAY - SB MORE THAN 7 CALENDAR DAYS. M 0 W
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SYCAMORE - SY WATER VAULT _j D
�ta° i WAX MYRTLE - WM NOTE: CONTRACT I CONTRACTOR WILL NOT BE ABLE TO _j p 0
CONNECT 12" WL TO PUMP STATION UNTIL CONTRACT II _
WHITE OAK - WO $`° 4 GAS VALVE CONTRACTOR IS READY TO PLACE NEW PUMP STATION INTO Q 0 °� Z
WILD CHERRY - WC SERVICE. FUTHERMORE, PUMP STATION CANNOT BE PLACED 0 � O
WILLOW - WW as
ZELKOVA - ZA MAIL BOX IN SERVICE UNTIL 12 WL IS READY FOR SERVICE. J D
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SEGMENT A SCALE: 1 it to= 401 C- 1 .2
VERTICAL: 1 = 49
1

W W m
EX. Pi'C®aPER RY LINE ( �P,) g � 4 ' `
® �- �' ° / �`�� RELOCATE OHE w
C� �_ SERVICE UNDERGROUND w
g' °^ + "
X, 8,��� FY��r�L. �- 8" DI 90' BEND W/ THRUST � � �°`
� t
1' ...; a r 6 BLOCKING (SEE 15-33/SD-2) t (SEE 2/E-0.0)
Ld
Pump SKID AND PWR PANEL TO BE RELOCATED ��° �`` ����� �- � ��� � Z
BYPASS PUMPING DURING PS CONSTRUCTION r R
8" DIP S 8" DIP .`)
(SEA 2/C 2.0 FOR LOCATION) RETURN PUMP SKID fft 12 DIP (FROM 900 BEND TO PS) o
Jo OWNER AT END OF JOB SEE DEMO NOTE 8 . .� � � — � �, 8" GV W/ BOX �,�°` � 0 �
� C ) � SEE SHT. C 1.2 FOR 12 WL CONTINUATION
r r, e"'� O
f
3" WL • 8°' ABOVE GRAD PUS OUND CONNECTION (SEE o 0
EX. TELEMETRY PANEL, RELOCATE { j �°° ¢� 12 DI 9� AND W/ THRUST BLOCKING (SEE 15-33/SD-2), , a� � 3/C-2.0), MIN. SEP TION FROM ADJACENT GV W
- ` 8 _ INSTALL TEMP. PLUG AND PRESSURE TEST. COORDINATE BEND �' � ° Uj
0 �
FOR BYPASS PUMPING s.°° �. EX. `��vAA c E� �,,AL/E c o •tP .
° = .. wa} LOCATION WITH WATERLINE CONTRACTOR. <° ' ", ,, m
/ MIN. SIZE C-2.11 FOR ALL DETAILS. PS SITE PIPING
� 0
e EX. 15 HP PUMP ENCLOSURE, ;k , ,a" � m �,
RELOCATE FOR BYPASS PUMPING `� �• — — �,f SEE SHT.
` , /12"X8 DI T VV --THR ST BLOCKING (SEE 15 33/SD 2) SHALL PASS PRESSURE TEST BEFORE SETTING PS ON 0
rY
ABANDON EX. VALVE IN PLACE m CONC. SLAB. _ �'
(TYP.), SEE 1/MD-1�Gv W/ Bob � � r rti� W
• o-� :I!�.� I G E� �
W
m
REMOVE EX. PUMP AROUND CONNECTION _ RELOCATE EX PUMP SKID AND PIPE TO EX.DI REDUCERS (SEE 2/C 2.1 FOR SI E)
TO MIN. 3' BELOW GRADE. ` "` ABOVE GRADE CONNECTION. PUMP SKID
� RETURN TO
r' v
OWNER (SEE DEMO NOTE 8) X. ��IL € , POLL 7°(P, � � 3 �. � :<�
" � "� .0 CONNECTIONS ARE BELOW GRADE.GRADE
_ CONTRACTOR TO INCLUDE BELOW
`i
�,✓7 .��p,_,.` G $ t f.D [ 8� DI � ,�
ABOVE 'a i's a�kk�,,:�1 i..h,�. ^o.� 4
`sL 90' BEND W/ THRUST BLOCKING (SEE 15-33/r @ -L) FITTINGS. PLACE SKID ON 8 CABC
� P F<i I A I'k€,' I s,� _ E 0 r t
INSTALL TEMP. PLUG AND PRESSURE TEST. COORDIIIA BEND y ,m
_ LOCATION WITH WATERLINE FJCO CTOR. ° '� `° `r k
a` F IE I,°(C E
i -;Af Y: 2# x — UATION .
® ,m� ., ` SEE SHT. C 3�0 FOR 8 WL NTIN E GENERATOR� � c
..,«..w. <.. ;V�.._,� , ..,,2..._L._ , ; e"F ._ 't;., °4'` 4 k r"'. TO F5 •MJ ..., fd'+`"� '"�,� .8 �^'et.N((®�';...,p y{^�['p�� Y€"�1`q Ug�t:^,{� °41d A i�' 4
} '' b°:. ✓ € r°" `S `i,"* k. • IN
Ct.e t�4.� t t:0 F"F'y t�k'• P l l t e rouS'k .m....
"� ,....`
® ~ri °n„ ®• `".,'°., ✓. a. �.< "'""^. tm.'".a' �°"` .. '.�EASEMENT
�'i;�. s' R F �`° iA ��.,.. `4.. P .r r D"'r g e i a 'k B`,,.n
TM �. " A. �cug4�`5y(T _� DIP (FROM 90' BEND TO PS), �" E �®
�" d ' SEE /C-2.1 R SIZE
�.X 4 0 I�o`��.!,€� �e�e°`. ;. FENCE
2 0 LE
^tip . \ P 4'X4'X6" CONC. PAD AT DOOR
f' i..'r\« G I ["•.. T" € TRANSFER" S'eI t E I s
�` r� ram-G� i
'. t� ,G ..,�it;S E X rt �+E N cE k't.�`'"`TOR
�P
® r^ Y t "�`..4 ^ iY i A ,S'k ,� {�1 >
Ill,
"' �.r d'`� E l . �"�.'6�i,vl �p r U L a" r`m`;P P F,10 FF"+,e
° A REMOVE EX. FENCE. DELIVER ;p a� `"' DE t
a FENCE, POLES, AND GATES TO
` INSTALL 6 CHAIN LINK FENCE W 2 SETS OF
r� OWNER (SEE DEMO NOTE 8). REMOVE PUMP CAN AND BACKFILI. /
M DOUBLE GATES INSIDE EX. EASEMENT AS SHOWN.
F�`Ya "°i,,'i S"`rfi, r
,e,• G w� £� rr 0 FENCE SHALL BE 9 GAUGE OR LESS (THICKER
WIRE) GALVANIZED W/ BLACK FUSED—BONDED
,,^6°�° f{""�u,
� < F VI COATING. (SEE 6/C-2 1)
` DI PLUG REQ D AT DOWNSTREAM TEE (ON f
a� �� (M X. �.'r "� r / �s � VINYL •
MAYO ST.) BEFORE ANY EX. PUMP STATION ' t �x
E X, SIB{ i)P"
4 • DISCHARGE PIPING DEMO (SEE 2/C-2.0)•
LLJh PLUG OPEN PIPE END WITH MJ PLUG OR
NON—SHRINK GROUT. FESSIOy�
s✓ t t { s.K F n 4., .' <<N
_ SEAL _
m I
026481
67
�� c 1'
a f, � - /
NOT ,? OFF SLUMP SUM PS BID. SHO sD, /
?, y+�` ///
} T0�" NDICA I PLUG LOCATION ONLY. S `k NGINEE .. `
SHT. 0"& FOR TIE—IN TO EX. WL D
DITIONAL WL CONSTRU ON ®. StA
D 5
}
SEAL NOT VALID UNLESS SIGNED AND DATED
1 PLAN - MAYO PS DEMO
SCALE: 1 = 10
is s
, .cif
k
g 44}}g k
i 8 , 160 PSI HDPE PIPE W/ BUTT FUSED JOINTS
PHASE 1 DEMO FOR TEMP. ABOVE GROUND BYPASS OPERATION.
�� CONNECT 15 HP PUMI� SKID TO ABOVE GRADE
PUMP AROUND CONNECTIOONS W/ HDPE.
HIGHFILL
PHASE 2 DEMO
��; (DISINFECTION AND PR RE TEST REQ'D) � + F �`
�� j�~� � �" k�+� tag Y�
AFTER BYPASS PUMPING I , , .r '` `; �" Ira
NO LONGER NEEDED
t CUT HDPE PIPE INTO 20' §gvnONS AND DELIVER
DEMO SEQUENCE AND NOTES: gm TO OWNER (SEE DEMO NOTE :8)
5565 Centerview Dr, Suite 214
CLOSE EX DOWNSTREAM VALVES (SEE NOTE 2 . CUT PIPE Raleigh, North Carolina 27606
1. RELOCATE EXISTING 15 HP PUMP SKID AND TELEMETRY PANEL. ` ) Tel: [phone]
CONNECT POWER, TELEPHONE, AND ANY ALARMS. CONNECT TO � gink, � AND INSTALL MJ PLUG W/THRUST OCKING. CAP OPEN
ABOVE GROUND PUMP AROUND CONNECTIONS AS SHOWN ON u? PIPE END WITH MJ PLUG OR NON—SHRINK GROUT. OPEN Fax: [phone]
`Y VALVES AND CHECK FOR LEAKS. PLUG IS REQUIRED PRIOR
2/C-2.0. ®v�� k "Y4 NI PIPING r � www.hiepc.com
2. REMOVE EXISTING PUMPS AND MOTORS FROM PUMP CAN (ONE � ,;:� � � � TO ANY EX. PUMP STATION DISCHARGE •PIPING DEMO.
30 HP AND ONE 50 HP), SEE NOTE 8 BELOW. PLUG MUST BE LOCATED AS SHOWN, UPSTREAM FROM NEW Firm License No. C-2586
PDOWNSTREAM 0 F PUMP STATI 0 N AS SHOWN. � � � ��� � TS&V'(SEE SHT. C-3.0 FOR PROPOSED t'S&V LOCATION)
3. INSTALL D LUG
4. DIG AND REMOVE ALL PHASE 1 DEMO ITEMS AS SHOWN. r; intelligent solutions..
BACKFILL WITH SUITABLE MATERIAL AND COMPACT IN 6" LIFTS.
, sustainable infrastructure
5. FOR PHASE 2 DEMO, ABANDON PPE AND VALVES IN PLACE (SEE
6. ALL MATERIAL AND EQUIPMENT DEMOLISHED SHALL BE REMOVED Cn
AND PROPERLY DISPOSED OF BY CONTRACTOR.
7. WHEN PROJECT IS COMPLETE AND NEW PUMP STATION ISt "}. Z
OPERATING PROPERLY, REMOVE TEMPORARY BYPASS PIPING. `" L V)
8. COORDINATE WITH OWNER TO DELIVER AND UNLOAD THE :h
FOLLOWING ITEMS AT LOCATION DESIGNATED BELOW.
w d � i `. W
LOCATION: 715 DIMMOCKS MILL ROAD, HILLSBOROUGH EAR° .ROVE i�°��� >
P'UI•'P a`F',"..A+iceND CON4"�IE�!It €Yti I_L
• EXISTING 30 HP AND 50 HP PUMPS AND MOTORS FROM 0
EXISTING BELOW GRADE PUMP STATION. 8" DI 90• BEND, (FL X FL) /` 4
y ry
LJ
• EXISTING 15 HP PUMP SKID. 8" DI BLIND FLANGE �--
• EXISTING ABOVE GRADE PUMP AROUND CONNECTION (SUCTION
SIDE ONLY). �� f ' Y
• TEMP. ABOVE GRADE HDPE BYPASS PIPING. CUT INTO 20 n,
SECTIONS (OR LENGTHS SPECIFIED BY OWNER), �j, L U
• EXISTING FENCE, POLES, AND GATES. N 8" DIP, (FL X PE) O Z Z
�— of Q
FINISHED GRADE `S Q m Z
C�
"a4ti _j_ Z) 0
_ r
® O LW
NOTES: "
_ MIN. 6 BEYOND RESTRAINING GLAND TYP. W m 0
z C ) � O
1. ALL NEW INSTALLATIONS SHALL BE INSIDE EXISTING PUMP ° Z
STATION EASEMENT OR EXISTING RIGHT—OF—WAY. °` 0
2. COORDINATE WITH TOWN OF HILLSBOROUGH TO CLOSE OR OPEN
°° L ® 0
ANY VALVES. TOWN PERSONNEL SHALL VERIFY ELEVATED TANK , ' ° >
LEVELS BEFORE CLOSING ANY VALVES. d°
3. RESTRAINING GLANDS SHALL BE USED ON ALL FITTINGS ON THISPLANo
'. 8" DI MJ 90• BEND W/ 2 - MAYO SITE PLAN SHEET (EXCLUDES PS FITTINGS). °�° BQ.: d•° RESTRAINING GLANDS SCALE: 1" = 10' V)
4. PRIOR TO CONNECTING TO EITHER EXISTING PUMP AROUND 8 DIP, (PE X PE) °
CONNECTION, OPEN VALVE AND THOROUGHLY FLUSH PUMP
AROUND CONNECTION PIPING. 3,000 PSI CONCRETE, EXTEND W 0-
MIN. 12" FROM BEND IN ALL
DIRECTIONS.
Q �-
3 D ETAIL - PUMP AROUND CONNECTION �
NTs GRAPHIC SCALE o
10 0 5 10 20 40
PROJECT N0.
HILL1 101
( IN FEET
1 inch = 10 ft. C—2.0

FLOWMETER WITH DIGITAL DISPLAY
w w m
_w
DISCHARGE Ld
w
PRESSURE
GAUGE
OfLd
NOTES: g z
VENTILATION BLOWER 1. ALL BELOW GRADE FITTINGS ON PS SITE D ® 0
� o
SUCTION CONTROL PANEL SHALL BE RESTRAINED JOINT FITTINGS. Uj
PRESSURE 2. CONCRETE ENCASE ALL PIPING UNDER
GAUGE HEATER PS W/3,000 PSI CONCRETE EXTENDING w
12" IN EACH DIRECTION FROM PIPE
OIMUNHUM DEHUMIDIFIER
WALL AND UP TO CONC. SLAB.
EATER WITH U
DEHUMIDIFIER
BENEATH VENTILATION M
_z
6" DRAIN INTAKE FLANGED CONNECTION SHALL BE PRECISELY m
C/L C/L COORDINATED WITH PS MANUF. SO THAT
PUMP 11 PUMP 21 °O°O°O0
LOCATION AND BOLT HOLE PATTERNS MATCH.
SUCTION-,,.,. 006000090
°°°°
°
°°°°
°°°°
0 0 00000000 IN. 6" N o
ISCHARGE
MIN. 6"
1 1 : • •CONCRETE SLAB i
OUVERED BLOWER 78" FROM FLOOR .: .' '.: d SEE 5 C-2.1
RESSURE GAUGES
740
PIPE
I MIN. 36" SUPPORT MIN. 36BUTTERFLY VALVE (FL) NOTE:
/ NTg INTAKE 1 ° 1 ° r (TYP.) PUMP ALL FITTINGS FROM PUMP THROUGH
24 ABOVE IN. 1 STATION MIN. 18
�� `3k° ���� BASE 8 CHECK VALVE (FL) BUTTERFLY VALVES SHALL BE FABRICATED TO
FLOOR SPACE FOR EX. TELEMETRY PANEL STANDARD DUCTILE IRON LAYING LENGTHS.
r
' ' ` ``� 36" FROM FLOOR (36"H X 30"W X DIP (FL X PE), MATCH
NEOPRENE 8"DP). CONTRACTOR TO MOUNT EX. PS PIPE SIZE CONCENTRIC REDUCER
FLOOR I ONSITE TELEMETRY PANEL IN PS AFTER DI RJ BEND W/
MAT SETTING PS IN PLACE. THRUST BLOCKING, FLEX CONNECTOR (FL)
MATCH PS PIPE SIZE
DIP (PE X PE) MATCH
BUTTERFLY VALVE (FL)
PUMP CONTROL PANEL PS PIPE SIZE
90° BEND
36" X 80" DI RJ REDUCER, 12" X PS PIPE SIZE ECCENTRIC REDUCER
DOOR
12" DIP SUCTION DI RJ REDUCER, PS PIPE SIZE X 8" 8" DIP DISCHARGE FLEX CONNECTOR (FL)
CARO
1 PLAN — PUMP STATION FLOOR PLAN 3 DETAIL — PUMP SECTION TYPICAL
SCALE: NTS SUCTION AND DISCHARGE RISER PIPE LOCATIONS SHALL--", SCALE: NTS
BE PRECISELY COORDINATED WITH PS MANUF. 0 "` SEAL _
= 026481
/////1;jIIIIW\\
SEAL NOT VALID UNLESS SIGNED AND DATED
2 PROFILE — PUMP STATION
SCALE: NTS
10' MAX. HIGHFILL
ALUM. TWISTABLE I N R�L STIFa L� G ,€R F
WIRE TIE (TYP.) �s I� s t �3� '�G ����
4000 PSI CONCRETE LINE (TYP) ����TOP RAIL
PAD #4 BARS 12 O.C.E.W. 5565 Centerview Dr, Suite 214
BUILDING � � , , ,� >rI �� „�
�x� ,� �°; � �� � � �.�� ,w��, ���� � � Raleigh, North Carolina 27606
",✓"ntpa',!1' ,�6a.
wz � .�" `' , �°.. Tel: [phone]
COORDINATE REQUIRED = �� Fax: [phone]
DIMENSION W BLDG. xv" y �
ANCHOR SYSTEM 3/4" CHAMFER � rA www.hiepc.com
(SEE 4/C-2.1) 80
� ti Firm License No. C-2586
U
IN. 4"
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(NOTE 2) 00III-1I I-1I I-1I I-1I I-1I I-1I I-1 I -1'''` :-1I I-1I I-1I I-1 sustainab/eint�astructu�e
;; • =1 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 I I :: � I-1 I I- _
ANCHOR BOLT AND TIE PLATE
PUMP STATION BASE TYPE, SIZE, AND NO. BY PUMP W
STATION MANUFACTURER 12 6" ABC UNDER ENTIRE SLAB
CONCRETE SLA W
4" BARS AT 12" O.C.AROUND PERIMETER BELLED CONCRETE POST
a . FOOTER (3,000 PSI Q
CONCRETE) TYP. ALL POSTS
v
. ®. NOTES: ELEVATION �
1. SLAB SIZE SHOWN ON SITE PLAN IS APPROXIMATE. ADJUST DIMENSIONS OF
MIN. 3" CLEAR SLAB FOR BUILDING ANCHOR SYSTEM AND FOOTPRINT OF BUILDING SUPPLIED.
2. COORDINATE REQUIRED DIMENSION W/ BLDG. ANCHOR SYSTEM (SEE 4/C-2.1) _
� `� Li
W Oz
4 DETAIL — PUMP STATION ANCHOR SYSTEM 5 DETAIL — PUMP STATION SLAB 6 DETAIL — FENCE � o
< m = z
SCALE: NTS SCALE: NTS SCALE: NTS C�
ID 0
O
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0 OJ
z Cf)
LJ ® CL
0
CL' Cl-
0
Li
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Q
0
PROJECT NO.
HILL1101
C-2. 1

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BLOCKING (SEE 15-33/SD-2) 0) 11 AND WL IN PLACE W
T­ 0 1
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(­',',H' � 2ull
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8w 22.T DI BEND W/ THRUST `R r, \N IN & J E'-'F E R S 0 N G, B R,'O W�T,,!, / '� w
CASING (MIN WALL THICKNESS 0.25*) & _­_ " -____ w
1-1 / Uj
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BLOCKING (SEE 15-33 /SD-2) It ?I �X_ i 8* DI CARRIER PIPE (SEE 2-30/SD-1) I R(l 2 / "I 1� z z
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8* X 12w TS&V ' 1"',1 i) 0 / 1�
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1, 1,� Lu "I CONNECT TO EX. 4w WHERE � � 2 X
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W/THRUST BLOCKING / "Ill /I I p _j I MIN. 10w SEPARATION W/ 8w 1 f.
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(SEE 15-33/SD-2)if // // ,I , ,,,,"-� A li� I-1i 11 i "t w
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81* 45' DI BEND W/ THRUST ", �C�/,I / :; "'Ill!" /1� �: Cn
1; I / I ") / f`� RECEIVING PIT T�\ � � 2 D
BLOCKING (SEE 15-33/SD-2) I " / ,,, 't�,, ", '11�
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11 11� , " I, " � \ I (n
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Lf- \,1111'�_, ' 'I'll,
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1, 1 I" 711
I
�11`11 � 0() ,��,,� ... � I ''A ­­1, �k
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" 11"� V111 R SHALL
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-I'-- ____ ��r_­p 1; 11,�V�l I I .......� / \ ',�,,, " " - '�_",_ CONTRACTOR SHALL PROVIDE 4" DIA. TEMPORARY COORDINATE PS DOWNTIME FOR T_ �
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11"�� I Z_ ,I , ­11 , I,", 1 ,,,, I , """'T, \ ,1\ "Z��', FIRE HYDRANT ASSEMBLY FM CONNECTION W/ TOWN. t� !R
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11"� � � I I _,,�­�__,_'_ 1*
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'� �,1 I NTI111", "1. �__'_11_7_11 11", VAYS.
- " 11 _11. I / SHALL MAINTAIN ACCESS TO ALL DRIVE 1� I '-, CD
, T"; " I �/ � I'll ", , il I \ "\%1\ 1, I- -1 11 I - , ","I � I 7 1
1 V ,�.-­11 I '7­­'--�,_� ,"__1 '10 UR. CONTRACTOR
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...... I.", I 115 11� , ) \ , �, 1, . -";�`�=,._': -­,", """" �_t LAY-FLAT HOSE IS NOT ACCEPTABLE. I
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IRaleigh, North Carolina 27606
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IFax: 919-882-9762
IlIIwww.hiepc.com
iFirm License No. C-2586
655
intelligent solutions..
I620 655 sustainable infrastructure
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2 PROFILE STA. 23+50 TO 29+25 SCALE: 1" = 40:
SEGMENT B SCALE: 1" = 40 0 VERTICAL: 1 4 VERTICAL: 1 4'

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GENERAL NOTES AND SPECIFICIATIONS: ABBREVIATIONS: SYMBOL LEGEND:
1. ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND A AMP >> REMOVABLE ELEMENT
INCIDENTALS REQUIRED TO INSTALL AND TEST, COMPLETE AND READY FOR OPERATION AFC ABOVE FINISHED CEILING
ALL ELECTRICAL WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS & IN CONTRACT AFF ABOVE FINISHED FLOOR I I CONTACT (NORMALLY OPEN)
SPECIFICATIONS. AFG ABOVE FINISHED GRADE
AIC AMPS INTERRUPTING CAPACITY CONTACT NORMALLY CLOSED 6" WIDE YELLOW WARNING ® o
2. ALL ELECTRICAL DEVICES, MATERIALS, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE ATS AUTOMATIC TRANSFER SWITCH '� ( ) TAPE WITH BLACK LETTERS.
LABEL-LISTED BY AN APPROVED THIRD PARTY TESTING AGENCY AND SHALL BE BFF BELOW FINISHED FLOOR ',�, THERMAL OVERLOAD RELAY TAPE TO READ: CAUTION
It Z N
INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE MANUFACTURER'S BFG BELOW FINISHED GRADE ELECTRIC LINE BURIED BELOW. TOP OF GROUND ROD, g
INSTALLATION PROCEDURES ALL APPLICABLE LOCAL AND STATE BPS BOOSTER PUMP STATION MATCH FINISHED GRADE Z �'
RECOMMENDED N - GROUND --- E-- X
_ 30" MIN. OR 6" BELOW 300 v w
CODES, AND THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. C CONDUIT = = I I= I I-I I. t�1 �== FROSTLINE (WHICHEVER o
CID CONTROL PANEL s 1� = 1EE1I1__1 IS DEEPER)
HP MOTOR WITH HORSEPOWER - I -- _6I FINISHED GRADE w
3. THE CONTRACTOR SHALL CONTACT THE LOCAL ELECTRICAL UTILITY AND OBTAIN, IN CU COPPER - -- ' a
WRITING, THE MAXIMUM AVAILABLE FAULT CURRENT AT THE UTILITY SERVICE POINT. D DEEP
THE CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT, CIRCUIT BREAKERS, DACT DIGITAL ALARM COMMUNICATOR TERMINAL GEN GENERATOR WITH KW
DISCONNECTS, FUSES, AND PANEL BOARDS HAVE A FAULT CURRENT INTERRUPTING D.E. DUAL ELEMENT
RATING GREATER THAN THE AVAILABLE FAULT CURRENT. IN NO CASE SHALL THE DED DEDICATED CIRCUIT = =RED GROUND RING) GROUND ROD SHALL NOT BE
INDICATOR LIGHT (G GREEN, R )
FAULT CURRENT INTERRUPTING RATING BE LESS THAN 10,000 AMPS. DT DRY TRANSFORMER BACKFILLED �-ANGLED MORE THAN 30° FROM
4. PROTECT EXISTING UNDERGROUND UTILITIES DURING CONSTRUCTION. EG EQUIPMENT GROUND S SINGLE POLE SWITCH EXOTHERMIC WELD CONNECTION VERTICAL. ANGLE AWAY FROM w
FRCP FIRE ALARM CONTROL PANEL TREATED WITH TWO (2) COATS SHELTER OR PAD WHERE N Q
5. COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION FAA FIRE ALARM REMOTE ANNUNCIATOR O METER TELCO, CONTROL,
SO AS TO AVOID CONFLICT DURING CONSTRUCTION. FIT FLOW INDICATING TRANSMITTER SENSOR, OR COLD GALVANIZED PAINT POSSIBLE. to
" FMC FLEXIBLE METAL CONDUIT ALARMS CONDUIT �3/4" DIAMETER COPPER CLAD
6. USE COPPER CONDUCTORS W/ 600 VOLT THWN-THN INSULATION, UNLESS FRP FIBER REINFORCED PLASTIC CT CURRENT TRANSFORMER (TYP)
OTHERWISE NOTED. GEC GROUNDING ELECTRODE CONDUCTOR STEEL GROUND ROD 10' LONG.
TERMINATIONS SHALL BE RATED FOR 75 DEGREES C. AT LEAST 8' OF GROUND ROD
GEN GENERATOR
7. ALL DEVICE GFCI, GFI GROUND FAULT CIRCUIT INTERRUPTER SPD LIGHTNING ARRESTOR, TVSS, SPD 12" IN CONTACT WITH SOIL
8. UNDERGROUND CONDUIT SHALL BE RIGID PVC (SCHEDULE 40). USE RGS FOR ELBOWS. H HIGH ® FUSE
ABOVE GROUND AND INTERIOR CONDUIT SHALL BE RGS. HP HORSEPOWER POWER CONDUIT (TYP) NOTE: TYPICAL SPACING
IBC INTERNATIONAL BUILDING CODE
E MADE IN ANY CONDUIT WITHOUT A 6� CIRCUIT BREAKER FOR ALL UNDERGROUND
9. NO MORE THAN 360 DEGREES OF BENDS SHALL B IG ISOLATED GROUND
CONDUITS. r �
JUNCTION BOX OR PULL POINT. JB JUNCTION BOX
10. CONNECT POWER AND CONTROL WIRING IN ACCORDANCE WITH MANUFACTURER WIRING KW KILOWATT DUPLEX RECEPTACLE SUBSCRIPT DENOTES TYPE
APOGEE
DIAGRAMS. LS LIMIT SWITCH GFI DENOTES GROUND FAULT INTERRUPT PA
MBJ MAIN BONDING JUMPER WP DENOTES WEATHER PROOF C � �.�I���� Group,
UTILITY TRENCH DETAIL Road
11. PROVIDE ADDITIONAL SUPPORT FOR DEVICES, FIXTURES, EQUIPMENT AND FEEDERS MCB MAIN CIRCUIT BREAKER 2 j�GROUND R 0 D DETAIL 7II Dill
02
WHERE THE BUILDING CONSTRUCTION IS NOT SUITABLE FOR DIRECT MOUNTING. MCC MOTOR CONTROL CENTER HOMERUN CONDUIT Suite ,
MLO MAIN LUGS ONLY SCALE: NTS SCALE: NTS
12. CIRCUITRY TO SWITCHES, RECEPTACLES, AND ALL OTHER DEVICES SHALL BE R I � 1N.C. �2 7
MOV MOTOR OPERATED VALVE L= DISCONNECT SWITCH
TERMINATED ON THE DEVICE'S SCREW TERMINALS. MTP MAIN TELECOMMUNICATIONS PANEL
THERMOSTAT
13. GROUND RODS SHALL BE COPPER CLAD s�10'-0" x 3 4" . GROUNDING CONDUCTOR N NEUTRAL ® THERMOSTAT � License�� 6���3
NEC NATIONAL ELECTRICAL CODE NATIONAL Apogee r ject tt 2010
SHALL BE 2 AWG BARE TINNED SOLID COPPER UNLESS NOTED OTHERWISE. S WALL SWITCH, SUBSCRIPT DENOTES TYPE
UNDERGROUND BONDS SHALL BE BY EXOTHERMIC WELD. PC FIRE PROTECTION ASSOCIATION NO SUBSCRIPT DENOTES SINGLE POLE
PC PHOTOCELL
14. ALL PANELS SHALL HAVE TYPED, COMPLETED DIRECTORIES INDICATING EQUIPMENT PHIT PH INDICATING TRANSMITTER 2 DENOTES 2 WAY D DENOTES DIMMER
SERVED, OR SPARE, OR SPACE. PIT PRESSURE INDICATING TRANSMITTER 3 DENOTES 3 WAY P DENOTES PILOT LIGHT
PM POWER/PHASE MONITOR 4 DENOTES 4 WAY M DENOTES MOTOR STARTER
15. ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL, BREAKER, AND/OR PRI PRIMARY co-* MOV ACTUATOR
PARTICULAR EQUIPMENT MANUFACTURER'S SPECIFICATIONS. PS PRESSURE SWITCH
RGS RIGID GALVANIZED STEEL . ty L SERVED ,`����r�iirrrrr����
sa 'PCP'
L V . .� ,0 €� � � ��� CAR
16. FOR ALL UNDERGROUND CONDUIT, BURY A MINIMUM OF 24 BELOW GRADE. c- 3/4 X 10 COPPER CLAD STEEL DRIVEN GROUND ROD .� �N ®�
LOAD SUMMARY PCP 1 P-2 . 3 AUNT FAN ,,,� o '•
RTU REMOTE (OR RADIO) TELEMETRY UNIT -- EXTERIOR RECEPTACLE P GFI .18 1P 0 '••sS •. �,,
17. PROVIDE TIME-DELAY FUSES (E.G., TYPE FRN-R) TO ACCOMMODATE MOTOR STARTING SE SERVICE ENTRANCE
SECONDARY RECEPTACLES �,
{ 0 1 P 20 I ' 4 °I -2 n E ERGE C `LIGHTING
'
SECSEC �� .�v.,v�� .v,��..�.w,N..w � � �_� _�__._��r� �,� �� .__�.I���.��Y.��7��
INRUSH CURRENT. �TT I - SE
SPD SURGE PROTECTION DEVICE ----c- 2 AWG BARE TINNED CU UNLESS NOTED OTHERWISE 1 P 1 p_2 __ 03 E RI R I KITING DEHUMIDIFIER 0'.5 � #4 i - I
18. WHERE NOT SPECIFIED OTHERWISE, CONDUCTORS SHALL BE 2-12 AWG, 12 AWG EG, SST STAINLESS STEEL 33 6
PCP CONTROL POWER s - I 0. 0 1 P 7 ! TM1 P 2 �� i.,. 0.17 1 LI HTIN i
SOLID COPPER. NEUTRAL CONDUCTORS SHALL HAVE WHITE INSULATION. GROUND TCL TOTAL CONNECTED LOAD h �.I ._
,
DESCRIPTION INSTALLED DEMAND DEMAND �nra.n .r .,,�u - - ,a g u� - . - JSPA E '�.,�0''•. G�N��••' N_.��
CONDUCTORS SHALL HAVE GREEN INSULATION. CONDUCTORS LARGER THAN 10 AWG TDL TOTAL DEMAND LOAD SPACE j _ y
SHALL BE STRANDED. TRANSF TRANSFORMER kVA FACTOR kVA -__... _ - ___ __.. - v -
RTU DIALER MONITOR CONDITIONS K HEATi�ATTCAR
- I 1 I .,... SPACE �i��i %
TVSS TRANSIENT VOLTAGE SURGE & SPIKE - -- --- -- - -- 1P 20 --- r�„rir►�`
50TA6� . 3 0.19 (SUBTOTAL
19. SEAL AROUND WIRE ENTERING JUNCTION BOXES & CONTROL PANELS TO PREVENT THE 67.5 _
TYP TYPICAL LARGEST MOTOR 54 1.25 s; -,
- , r
SEAL
.. t . 4 1. 5
0 PANELS
. USE NON-HARDENING
KINGS A
MIGRATION OF MOISTURE INTO THE CONTROL
UL UNDERWRITERS LABORATORIES ALL OTHER MOTORS 54 1.00 54
THE FOLLOWING CONDITIONS SHALL B
COMPOUND IDEAL CAT No. 31-601 (OR EQUIVALENT). UNO UNLESS NOTED OTHERWISE FROM TO NNENEC -E _
MONITORED. PANEL PCP OTHER 3 1.25 3.75 Ci6 P. 75 C. RATING 120 240 V PIS LOAD TYPE ,
UPS UNINTERRUPTED POWER SUPPLY LOADS 3.3 1.00 3.3 MOUNTING SURFA KVA
CE ND
20. NO INSTRUMENTATION SUBSTITUTES ARE PERMITTED WITHOUT PRIOR APPROVAL BY PANEL LA FACTOR
OWNER REPRESENTATIVE. REQUESTS FOR ANY SUBSTITUTION SHALL BE SUBMITTED NOT VF® VARIABLE FREQUENCY DRIVE 0.24
ISOLATED GROUND BUS LIGHTING .0 .1 3 125% .04
LATER THAN 15 DAYS PRIOR TO BID SUBMISSION DEADLINE. W WIRE 1 UTILITY POWER LOST ATS RTU * GENERATOR LOAD 60.8 74.6 I CIRCUIT'BREAKERYESGENERAL USE I �1 100% 0.18 ' .7
WP WEATHERPROOF
_ ...__ _
SERVICE E D 0 RECEPT _rm
F
TOTAL LOAD kVA 114.8 128.E � 0.76 � �� �� � � 000 _ 0
TOTAL DEMAND AMPS 154.7
MINIMUM AIC (K AMPS) 10 MOTORS AND 0.5 0.70 125 0.66 0.56
2 GENERATOR RUNNING (REPORT) GEN RTU .. �, m � �� � �� �
* PUMP CONTROL PANEL TO BE EQUIPPED WITH MCB TINE 40A EQUIPMENT`T - vrt 0 60 I 0 0a F 100% 10.50 0 00
INTERLOCK PREVENTING OPERATION OF BOTH PUMPS BUS TING 10A _ i r �m
3 GENERATOR FAILURE GEN RTU SIMULTANEOUSLY UNDER GENERATOR POWER. NEUTRALRATING 1
i
j HIGHFILL
TOTAL KVA PER PRASE 1.24 1.65 I 1 1. 7
4-20 VA OUTPUT FROM FLOW FLOW -_.._ �__ _._
4 METER METER RTU ___T___._ T T .LDEMAND AMPERES PER PHASE 12 16 INFRASTRUCTURE
5 POWER FAILURE PCP RTU
ENGINEERING, P.C.
PANEL i FEEDER(TOTAL VA .26
u TA.L A X 1000 TOTAL AMPS
VOLTS 14 5565 Centerview Dr, Suite 214
6 INTRUSION INTRUSION RTU PANEL "LA" Raleigh, North Carolina 27606
ALARM
Tel: [phone]
Fax: [phone]
www.hiepc.com
Firm License No.C-2586
Intelligent solutions...
PACKAGED DUPLEX sustainable infrastructure
PUMP STATION, WIRED
BY SUPPLIER,
INSTALLATION & FIELD
g WIRING BY CONTRACTOR GATE FENCE
EXIST'
1
4 POLE � ,g N� � � GENERATOR FLOW W
� INTRUSION METER T�,�i'�ST+�PC\r"E F� 3-3/0 AWG I
E Y UTILITY � 6 AWG EG
ALARM
4 r ,01, �d;? 3 Uf�t 2" C
I I I 3 C./)
O
EKS I f ,J ? 0A NOTE: PCP I 1 5
TO BE
IS ° c - ��r,mmFI"TI ,� yr ,� it 2-10 AWG, PUMP
C� rS �- INSTALLED BY
� �=�(ST�� � JUNCTION BOX I L- W
200 , FUSES. - _U 1, v RACK 10 AWG EG, PUMP
3/4" C I Q RTU
,r MANUFACTURER 1" ALARMS C
REPLACE EXISTING COPPER CD
GROUND WITH 4 I
FLEXIBLE BARE
AWG GEC & 4 AWG _ - __ ATS - _- PCP - --- STRAP OR 1/0 AWG O Z
MBJ C ST G TC T iC E 8 AWG MBJ pM SPD I
s �4 �A I 7.5 KVA 8 AWG GEC STRANDED WELDING CABLE -J
ti - TRANSFER :-,t# T 4 H, 1 480V PRI 30� o-�
Q
EXIS7Ni- A,T1..1R,4L. IGAS _ 4 Q m Z
l _` I �) �� T�� {( `�° /��i 1120/240V SEC N 0 RVSS 50HP I � W I--
E ` ��k It SET, rf�0D ��\N, v'- V �p w�J �';_.i kJ �i E...'T t\F-1 t F
' %77 Sf 7 v, ,p ad (�F I _f;T cP I-r I 115A\
� � 3-8 AWG � � O W
8 AWG EG �-�
l , - N - RVSS 50HP 2 AWG BARE TINNED I_,_ m
3/4 C _ ( CADWELD TO POST SOLID COPPER O
1 j CONTROL & ALARMS CONDUIT TABLE 0 � J _J z
--- t 40A PUMP CONTROL PANEL 'PCP' 480V I KEY CONDUIT FUNCTION WIRING
TO GROUND SYSTEM 3: 2 Q Q
t R�
E 2 _ E N G 3�, 3W EUH EXISTING EXISTING ATS CONROLS & GEN EXISTING + GROUND GATE/FENCE POST 0 U
p 3 KW ( 1/2 ALARMS 6 14 AWG TO SITE GROUND SYSTEM W
3-12 AWG 3-4 AWG 2 " GENERATOR & ATS ALARMS 16-14 AWG
PANEL 'LA', 120/24OV, 1 O
1�, 100A NEMA 1 12 AWG EG 8 AWG EG PER � U
ENCLOSURE, 40A MCB IN 3/4" C IN 1-1/4 C O3 1" FLOW MANUFACTURER W
I ! I
EXIS NIc- 4 FENCE GROUNDING DETAIL -I
-XI-7 --�� (MIN 4LLJ
-3/0 REMOVE EXISTING I ® 2" PUMP STATION ALARMS TO SCADA 20-14 AWG
�) SCALE: NTS LLi
AWG 6 AWG EG, MBJ O5 1/2" INTRUSION ALARM 2-14 AWG CD
IN 2" CONDUIT)
Q
L:j SINGLE- LINE DIAGRAM 5 CONTROLS AND MONITORING DIAGRAM ry
SCALE: NTS SCALE: NTS O
PROJECT NO.
HIL1 101
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. CONTROLLED, 1/6 HP, 1100 CFM
f,
^� AT 1/4" STATIC PRESSURE,
E" -1 t , �ET{IR , E'_' 78 FROM FLOOR
I
PRESSURE GAUGES
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4
r ,4 � MIN. SIZE 9 x 12.5 PS � --- 1 , Consulting Group, PA
BUILDING, W CONC. SLAB. VENT INTAKE PUMP 1 PUMP 2
/ NEC
73 Chapel Hill, Road�b. SEE DETAIL 2/E-1.0. 24" FROM FLOOR WORKING SPACE FOR RELOCATED SuiteSPACE TELEMETRY PANEL Raleigh, 277
`.
36 FROM FLOOR (36 H X 30 W X (9 i2p
tt S
2" GENERATOR POWER AND 1" ALARMS 7.5kVA 8"DP). CONTRACTOR TO MOUNT Fax( It9)358-7423
TRANSFORMER EX. ONSITE TELEMETRY PANEL IN C License? -1348
CONDUITS FROM ATS TO PUMP STATION
PS AFTER SETTING PS IN PLACE. A oge Project 231 233
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'LA —3
'A.. MOUNT INTERFACE PANEL
MANUAL I 12" FROM FLOOR
4 .REMOVE EX PUMP AROUND
� \ OVERRIDE
CONNECTION TO MIN. 3' 'LA'-4
BELOW GRADE GFI
" c .
PS SUCTION AND DI` CHiARGE PIP' G. �; �� k �v.° ,`�����iii►►►►��,��
SEE 2,,�' —2^ FOR DETAILS. P �I TE '� / f,4 ���
PIPING SHALL PASS PRESSURE TEST / PANEL LA —
^_
LL
e
/ .�� EX. ABOVE GRADE �• .• SS •• �,
BEWP
t ORE SETTING PS CN` CONC. SLAB. �` �� 'LA'-6 GFI ��`� •••-9
/ GROUNDING PUMP AROUND I 'LA'-1 PUMP CONTROL PANEL,
ELECTRODE CONNECTION 2-12 AWG 12 AWG PROVIDED AND INSTALLED BY = SE
„' YARD LIGHT (TYP.) SUPPLIER.
/ CONDUTOR EG IN 1 CONDUIT 33 6
N, GENERATOR I MOUNT 10 AFGAr
INTE / ft
FOR
SE
BLOCK HEATER AND
BATTERY CHARGER ( " � EXIST NG A SCEPT N®ONDUUTS ��� �N••G�N•�`�� ���
INTERCEPT AND RE—USE D. C A �.
2 GENERATOR �,
POWER CONDUIT
CONDUIT EXISTING GENERATOR AS FEASIBLE ►►►►►►,►,���
/ .J -
X. UTII TY POLE (TYP.)--� '� ���� � @ 1" GENERATOR
k � � ^ CONDUITS AS FEASIBLE
t=
ALARMS CONDUIT
CONTRACTOR TO MAINTAIN
/ EXISTING POWER AND
TELEMETRY PANEL
1
CONNECTIONS TO PUMP
o SKID DURING
CONSTRUCTION.
�„ ,D 2 SHELTER LIGHTING 8c POWER PLAN
RELOCATE EX. PUMP
AND PIPE TO EX. ABCVE
k; SCALE: NTS
GRADE CONNEC_FION
HIGHFILL
e
° ` / INFRASTRUCTURE
EX. WOODEN UTILITY RACK WITH 2O0A ENGINEERING, P.C.
AUTOMATIC TRANSFER SWITCH AND DISCONNECT
RELOCATE TELCO TERMINAL BLOCK. EXTEND PHONE LINE TO
TELEMETRY PANEL. CONTRACTOR COORDINATE WITH UTILITY 5565 Centerview Dr, Suite 214
+ v / TO MOVE SERVICE TO THIS POINT. 9
Ralei h North Carolina 27606
42
BOND TO NEAREST
Tel: [phone]
FENCE POST (TYPICAL)
\ � Fax. 9 762
EX. �S�U�I GENERATOR www.hiepc.com
2586
as
j F=� Firm License No. -
3/4" GENERATOR BLOCK HEATER
Intel/i sustainable iinfrastructure
AND BATTERY CHARGER CONDUIT
; /% 4° "\ •° �`* FROM PUMP STATION PANEL 'LA' LIGHT FIXTURE SCHEDULE
EX. S`GN
# OF WATTS/ MANUFACTURER CATALOG Z
SYMBOL LABEL LAMPS VOLTAGE DESCRIPTION
CHAIN LINK FENCE INSIDE EEC. BALLASTS FIXTURE NUMBER W
r{` ' EASMENT AS SHOWN
4' GENERAL PURPOSE INDUSTRIAL LITHONIA MODEL# LLJ
tI
L2 32 M OR APPROVED >
E ° PS EASEIi�ENT -- °r LEGEND: A 2 1 55
FLUORESCENT LIGHT FIXTURE EQUIVALENT 0 �
UNDERGROUND D
CONDUIT EXTERIOR BUILDING MOUNTED WALL PACK LITHONIA MODEL# n 0
GROUND ROD EXOTHERMICALLY B 1 1 32 120 LIGHT FIXTURE WITH FULL SHIELDS AND TWS 32TRT 120 PE
OR APPROVED EQUIVALENT
MOTION SENSOR ACTIVATION ry WELDED TO GROUND RING � cf�
(SEE DETAIL 3/E-0.0) CD __j
GROUNDING CONDUCTOR, 2 AWG BARE
EXTERIOR BUILDING MOUNTED LITHONIA MODEL#
————c— C 2 1 21 120 EMERGENCY LIGHTING WITH EXTERNAL AFN EXT DB (, ® Q
TINNED CU UNLESS OTHERWISE NOTED
F • GROUNDING BOND BATTERY OR APPROVED EQUIVALENT (--
W z L1
\-B", 160 PSI HDPE FOR TEuIP. �
WIRING SYSTEM—BRANCH OR LITHONIA MODEL# O Q
INTERIOR BUILDING MOUNTED EMERGENCY =
ABOVE GROUND BYPASS OPERATION. D 2 1 5.2 120 ELM627 N DL Q m
` CONFECT I-IP PUMP SKID TO FEEDER CIRCUIT LIGHTING WITH INTERNAL BATTERY OR APPROVED EQUIVALENT
ABOVE GRADE PUMP AROUND
_j O
Z WIRING SYSTEM—SWITCHED BRANCH
CONNECTIONS tl/ DPE, — — OR FEEDER CIRCUIT 0 z
* — CATALOG PART NUMBERS SHOWN ARE FOR DESCRIPTIVE AND QUALITY STANDARDS ONLY, NOT TO BE USED FOR ORDERING Q m �--- Q
0
WITHOUT VERIFICATION. ENGINEER SHALL NOT BE RESPONSIBLE FOR MISMATCHED OR INACCURATE PART NUMBERS. J
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BASIC SERVICE ROUTING & GROUNDING PLAN 0 U
SCALE: 1" = 5' Q:�
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PROJECT NO.
HIL1 101
E-1 .0

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Z
W
k
VARIESA ' �� DOWNSLOPE STAKE X
S DIRECTED BY ENGINEER 10 MAX. o �� UPSLOPE STAKE o
F#OP STRAND MIN.N. � 0 �`
STAY WIRES MIN. ° SILT U m
12-1 2 GAUGE 10 GAUGE ° p 4
CE 1
g D
Q Q 50 MIN. FLOW DITCH `�
N o o � � >
O _ .
L-
� ,
r r
+H+j
cal J ® 2' MIN. 6' MIN. MATTING \ NUj
57 WASHED STONE 12 OR WIDTH OF \ Q
N
� z EXISTING � ��. PROPOSED DRIVEWAY, � �
F : I T fl: 5 ROADWAY � �„ „ WHICHEVER IS
#57 '�f,UASHE�f TONE � � " r�,. GREATER.
\ / BOTTOM STRAND A \ / PLAN VIEW . TOP VIEW
/ \ MIN. 10 GAUGE // \
\
„ . " �" „ " , 2' STAKE
�. , ' . otl�
' UPSLOPE STAKE
\ / \ 10' MIN. . : I„= C ��k
/ OR AS SHOWN ON PLANS PLAN
EX GRADE
I4 I
} sC�� y
'a 4 ��
6', MIN. [ I �:
STEEL POST . --,-XN
,� EXISTINGROADWAY -fir x� 2' DOWNSLOPE . . „STAKE . .w
" IJ MATTING 4 I
111 I I STAKE CROSS SECTION
Wh
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... .. ... ... .., ... .. ., ��".N....'7��
NOTES: FILTER FABRIC — _ _ ,�4„, = , :
III(1=11111=11111i1=11111-1� —IIII I—lilll�lli—11111— �1111=11111=11111=1iN1-111( 11111=11111=11111—_ —I =11 i1-1 it�11111=11111 j/\\/\\j
6 MIN. ��p�, R \ VEE DITCH
1. WIRE SHALL BE A MINIMUM OF ® GROUND LINE :�/���/` '
32" IN WIDTH AND SHALL HAVE A FILTER FABRIC 2 UPSLOPE STAKE
FILL - �
AA
MINIMUM OF 6 LINE WIRES W/12" SLOPE cj II{I( CROSS SECTION, STAPLE
STAY SPACING. \j\ 699 FRONT VIEW EX. GRADE
2. FILTER FABRIC SHALL BE A
\ \ MIN. NOTES
MINIMUM OF 36" IN WIDTH AND //A//A TRANCE(S) SHALL BE LOCATED TO PROVIDE:
SHALL BE FASTENED ADEQUATELY VA/V\/\\ \ \ I €I
TO THE WIRE AS DIRECTED BY //A//A//A//A// A o ®_ �
THE ENGINEER. A/\/\/\/\ / ®o- i �� � � �r _ � "A ,. ,, ,� ��. 1. MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. TURNING RADIUS SUFFICIENT TO ' ti r� 1�7� `� ° „ � �
\ \ \ \ \ \ 1 3 ." � s r� , 13'F, } " ( EE �iIiIIIIiIII/�
3. STEEL POST SHALL BE 5' 0" IN // / / / /% % I ACCOMODATE LARGE TRUCKS SHALL BE PROVIDED.
� �� :��_ ���ti, r �, I� MATTING —l : E.�419 �° 2 DOWNSLOPE STAPLE ��
V\ VA VA V\ VA NUJ '`°'�`��� '` '``'```�� �� ` 2. MAINTAIN IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD STAKE CROSS SECTION �N
HEIGHT AND BE OF SELF //A//A//A//A// AU-j „.Q �-1.5 p� ............
FASTENER ANGLE TYPE. \/\/\/\/\/ / v) ° „�Mn ONTO STREETS. CROSS SECTION '�." �p�ESSIOW y
/\ 00 op 3. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL TRAPEZOIDAL DITCH ;
_�L ``' S IIP` ��t�itl �� 4 2' MAX AT MAINTAIN AS NECESSARY. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD = SEAL
ANCHOR FILTER ////// CENTER SHALL BE CLEANED UP IMMEDIATELY. NOTES: 34361
FABRIC SKIRT /\\j\\ }m k .mmi I {i r s . o�QQ ��p o Q 4. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE 1. USE MIN. 12 EXCELSIOR WITH A X " R SECTION.
6® .'
PROVIDED. 2. USE 2 WOODEN SAKES { 2 2 CROSS SE
I—II- 4' TO 6' ( 1= 5. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS 3. ONLY INSTALL WATTLES TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE ��F�F
STABILIZED. AND SCOUR DITCH SLOPES. ,,/ MY A.
6. UTILIZE FILTER FABRIC IN CLAY SOILS. 4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO '�011411II1 ``�
WEDGE WATTLE TO BOTTOM OF DITCH. SEAL NOT VAUD UNLESS SIGNED AND DATED
CROSS—SECTION VIEW 5. PROVIDE STAPLES APPROX. EVERY 1 LF ON BOTH SIDES OF WATTLE AND AT EACH END TO
SECURE IT TO THE SOIL.
TEMPORARY SILT FENCE SILT FENCE STONE FILTER TEMPORARY CONSTRUCTION WATTLE
2-01 2-02 OUTLET 2-03 ENTRANCE 2-16
DETAIL TITLE DETAIL TITLE DETAIL TITLE DETAIL TITLE
HIEPC 7/30/2010 NO SCALE HIEPC 7/30/2010 NO SCALE HIEPC 7/30/2010 NO SCALE HIEPC 5/31/201 1 NO SCALE
DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE
#57 WASHED STONE STEEL POSTS HIGHFILL
CLASS 1 RIP RAP � ��; ��� �� � � :; ���°° ��f��
1 THICK x 2 HIGH (MIN) 1/4" WIRE MESH I `A � > �{ � U LLE
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1.5'
TOP ELEVATION OF STORMWATER
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�_ \ Raleigh, North Carolina 27606
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'•.: .:• o a� Firm License No. C-2586
CLASS 1 RIP—RAP FILTER FABRIC
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DRAINAGE AREA WEIR LENGTH 1 SEDIMENT STORAGE AREA ' '`°'°^%Q-O� °�"��°°� *49 too*
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ACRES FT (VOLUME BASED ON 3,600 CU. FT./DISTURBED ACRE)
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4 10.0 EXISTING SLOPES
1 5 12.0 0
DIMENSIONS SHOWN ARE MINIMUM V)
STEEL POSTS �
= CLASS 1 RIP RAP
#57 WASHED STONE Q
NOTES: —II VARIES TOP OF EMBANKMENT 2'eg WIRE MESH—HARDWARE CLOTH � <
9g � 3' MIN. 23 GA. MIN. & SHALL HAVE LLJ
1. HEIGHT 8c WIDTH DETERMINED BY � _ �_ � 1 � 1 MIN. 1/4" MESH OPENINGS
EXISTING TOPOGRAPHY AND — - I— F�0 3 �� ,,, ��
SEDIMENT STORAGE REQUIRED. I— 6"-1' �I- �� }' 2 I #57 WASHED STONE L1J U
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2. KEY RIP RAP INTO THE DAM ,�> 't HEIGHT: Q 0 0
FOR STABILIZATION. LLI
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QQ 1 1 MIN. .I 2' MIN.
U
1 UNDER STONE
3. WHEN DITCH LONGITUDINAL SLOPE > `'`�' o ° '�' '-�' -J
IS GREATER THAN 2% (0.02 FT/FT) —I -j— I- � 57 WASHED STONE Ell L]
MAX. SEDIMENT DEPTH � 1' L O
INSTALL CURLED WOOD MAT UPON I_ # co
REMOVAL OF TEMPORARY CHECK DAM. _ SEDIMENT TI �; STEEL POST Q O
STORAGE SECTION DRIVEN 1 S J
ZONE 2' INTO GROUND 0 z J
FRONT VIEW NOTES: = Z
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2-04 2-11 2-14 C D
DETAIL TITLE DETAIL TITLE DETAIL TITLE
HIEPC 7/30/2010 NO SCALE HIEPC 7/30/2010 NO SCALE HIEPC 7/30/2010 NO SCALE Q
DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE ry
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PROJECT NO.
HILL1101
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REMOVE EX. VALVE b �` `' �Q
PLUG OR CAP v � 9, � � kk
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REMOVE EX. VALVE BOX a � REMOVE EX. VALVE BOX • PIPE W/ CONC. MIN OF 6 N
�t r}t ,• a. MEET THE THRUST BLOCKING ; COVER IN ALL DIRECTIONS. \
�. � REQUIREMENTS FOR 90° BEND AS ° :a
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COVER VALVE DOWN TO
EX. WL TO BE
CONCRETE FACE AREA SHALL
4, kk ,ice t. �, t o • PIPE W/ CONC. MIN OF
ABANDONED IN PLACE ' ` �z � ,,r MEET THE THRUST BLOCKING MILk
t � kr,k � REQUIREMENTS FOR 90° BEND AS d 6 COVER IN ALL t
s k ` SHOWN IN DETAIL W-10/SD-2 g' DIRECTIONS. .,
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�� kk, iti' titr°� - ° ' • a: "• REMAIN ACTIVE
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1. LINE STOP SHALL INCLUDE ,
TAPPING SLEEVE,
PIPE END VALVE, PILOT DRILL, STOPPER, COMPLETION PLUG, AND
EX. WL TO BE EX. WL TO PROTECTIVE CAP AND THE FINAL TAPPED PLUG SHALL BE
ABANDONED IN PLACE NOTES: REMAIN ACTIVE RATED FOR A MINIMUM 150 PSI.
NOTES: PLUG OR CAP 2. INSTALL LINE—STOP PER MANUFACTURERS INSTRUCTIONS.
PIPE END 1. CLOSE VALVE. 3. ONCE LINE—STOP INSTALLED AND WATERFLOW IS STOPPED,
1. CLOSE VALVE. 2. SEVER PIPE AND REMOVE FROM VALVE. CUT AND PLUG OR CAP BOTH ENDS OF PIPE.
2. REMOVE UPPER VALVE BOX AND VALVE BOX COVER. 3. BLIND FLANGE VALVE END. 4. INSTALL CONCRETE AROUND LINE—STOP AND CAPPED END OF
3. FILL VOID AROUND VALVE WITH CONCRETE TO WITHIN 6" 4. PLUG OR CAP ABANDONED PIPE END. PIPE.
OF EXISTING GRADE OR PAVEMENT. 5. REMOVE VALVE OPERATING NUT, UPPER VALVE BOX AND 5. AT GRADE REPAIR TO MATCH EXISTING SURFACE.
4. AT GRADE REPAIR TO MATCH EXISTING SURFACE. VALVE BOX COVER.
6. FILL VOID AROUND VALVE WITH CONCRETE TO WITHIN 6" OF
EXISTING GRADE OR PAVEMENT.
7. AT GRADE REPAIR TO MATCH EXISTING SURFACE. I C,q����'''%,,
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NO SCALE NO SCALE NO SCALE %,,,//jjMAii P\\\�
SEAL NOT VALID UNLESS SIGNED AND DATED
HIGHFILL
I N F 1, A S T R T IJ R E
5565 Centerview Dr, Suite 214
Raleigh, North Carolina 27606
Tel: [phone]
Fax: [phone]
www.hiepc.com
Firm License No. C-2586
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2' LONG 4 BAR ® STRAIGHT LINE EACH SIDE ® Q
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1'0" O.C. EPDXY NEAREST EX. CONTROL
GROUT INTO EX. JOINT IF WITHIN 4' OF 8' MIN.
SEE PIPE 1 ' 1 ' UNDISTURBED PVMT AND PAVEMENT 1 ' (TYP.) TRENCH. CARRIER PIPE TO BE STEEL CASING PIPE
BEDDING DETAIL SUB—GRADE (TYP.) DIP AND EXTEND 4'MIN
PLAN Q
PIPELINE 6" COMPACTED �` ` . PAST BOTH ENDS MASONRY ENCLOSURE AT
OF CASING. 0
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BEDDING DETAIL ;I_�_ I I_I i. TRENCH WITH EX. PVMT UNTIL -PAVING IS COMPLETED. PIPE SIZE WALL ® STEEL CASTING
O.D. THICKNESS — ® - - - -
4"-12 NOTE: ALL ENCASEMENTS SHALL EXTEND /
16$0 0.250" FROM DITCH LINE TO DITCH LINE IN CUT Q�OUS10*4 q
18$9 0.250" SECTIONS, 5' BEYOND THE TOE OF SLOPErA
24" 0.250" IN FILL SECTIONS, AND 10' BEYOND THE _ SEAL
301$ 0.312" EDGE OF PAVEMENT IN SECTIONS WITH NO SECTION = 034361
36" 0.375" DITCH OR FILL AREA (PER NCDOT) ®Z�•11
48 0.500 NOTE: NCDOT STANDARDS REQUIRE THAT "A" AND "B" BE %, . .FMGINEE�.
EQUAL TO OR GREATER THAN THE DEPTH '�D'� OF THE BORE ''''�i% FMY A P�-��`�`�\
PIT BASED ON A 1:1 SLOPE. IF DISTANCE A" IS LESS THAN
DEPTH "D" AS INDICATED BY THE PLANS, COMPLY WITH SEAL NOT VAUD UNLESS SIGNED AND DATED
NCDOT "STANDARD TEMPORARY SHORING FOR MAINTENANCE
OF TRAFFIC" DETAIL.
ASPHALT PAVEMENT REPAIR CONCRETE PAVEMENT REPAIR BORE & JACK UNDER STATE BORE PIT (TYPICAL)
2-22 2-30 ROAD (NCDOT) 2-31 DETAIL TITLE
2-2® DETAIL TITLE DETAIL TITLE
DETAIL TITLE
7/30/2010 NO SCALE HIEPC 7/30/2010 NO SCALE HIEPC 7/30/2010 NO SCALE
HIEPC 7/30/2010 NO SCALE HIEPC
DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE
HIGHFILL
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HIEPC 5/24/2011 NO SCALE
DETAIL I.D. REVISED DATE SCALE
O
PROJECT NO.
HILL1 10 1
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. . . . . . . . . .
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NOT-PAVED AREAS. NOT-PAVED AREAS. . . . . I . . . . . . .
-- - - - - - BE POINTED TOWARDS FIRE TRUCK ACCESS.
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15-11 DETAIL TITLE 15-12 DETAIL TITLE 15-42 DETAIL TITLE 15-43 DETAIL TITLE
HIEPC 7/30/2010 NO SCALE HIEPC 7/30/2010 NO SCALE HIEPC 7/30/2010 NO SCALE HIEPC 5/24/2011 NO SCALE
DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE DETAIL I.D. I REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE
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49 39 20 10 8 NOTES: 0 < (A 0 0 C/)45 78 N D
90 144 90 72 36 18 15 1 REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE IN THE N w Uj 0 Uj Uj Lj 1 0
TRENCH SIDE AT AN ANGLE OF 900 TO THE THRUST VECTOR. 0 1- 0 1- a PLUG/TEE 102, 64 51, 26, 13, 11 2. REACTION AREA CALCULATED BASED ON 150 PSI TEST PRESSURE AND 1.5 SAFETY FACTOR. (n U- 0 Of Uj 0
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3. GENERAL SOIL PROPERTIES: QUICKSAND = 1,000 #/SF; GRAVEL/COARSE SAND = 1,600 #/SF; Uj
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SOFT CLAY = 2,000 #/SF; MODERATELY DRY CLAY, SAND-CLEAN DRY 4,000 #/SF; DRY X 1- 0 W -j
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90 225 141 113 57 29 23 5. WIDTH OF BLOCK SHOULD BE BETWEEN 1 X AND 2X BLOCK HEIGHT. 11­-
6. CONSULT ENGINEER FOR FITTING OR SIZES NOT SHOWN.
PLUIG/TEE 160 100 80 40 20 16 7. CONCRETE SHALL BE 3000 PSI. C) :,p, 4., > U�
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8. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 1 0 0
36 11.25 45 29 23 12 6 5 -j I- z - X A A
9. ALL FITTINGS SHALL HAVE CONCRETE THRUST BLOCKING UNLESS NOTED OTHERWISE. 0 :;� z w 010-1
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DETAIL I.D. REVISED DATE SCALE DETAIL I.D. REVISED DATE SCALE
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on 100' TO SOD' . Firm License No. C-2586
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9- REMOVE LANE AGAINST THE C FLOW, BEGINNING WITH DEVICESOLD THE STREAM SIDLE OF IC. � � w _
4- P S WORK AREA AT THE MA3LIMlBi SPACIN13 IN TO S TI THE SPEED LIMIT. , Z cc LL.
z z S- CL AT THE ER SPAS T PING S3 DISTANCEIS I TO THE F . CO
( TO 1101.41 SHEET S) � � M G) M � � 0 F—
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AT INTERSECTIONS WITH R AHEADSIGNS ( -�7a) APPROXIMATELY 260 FT. IN ADVANCEOF THE F
LAGGER ca VNERE INTERSECTIONS ARE SIGNALIZED AND PLACE SIGN" IN THE FLASH � 0
s- STAND IN �- fn STATIONARY OR PORTABLE SIGNS t!.
LEQ NR ONEM MOTES FOR PILOT GAR OPERATIONS 04 CA
1- USE PILOiWHEN DIRECTED BY THE ENGINEER.
2- IF ROADIMY WIDTH IS LESS THAN 22 FEET (EDP TO EOP)® COMES MAY NOT' BE REWIRED ALONG WORK AREA,
AND AT DIGRESSION OF THE Eft. MAY BE OMITTED WORK IF USING A PILOT CAR. 0
PORTABLE SI®N (NOTE: CONES ARE ALMYS REW1M IN THE UPSTREAM AND DOMMEAS TAPERS).
r3 FLAGGER S- MOUNT SIGN -4 'PILOT CAR FOLLGIIII VER AT A VISIBLE LOCATION ON THE REAR OF THE PILOT VEHICLE.
EE'T T g DIRECTION OF TRAFFIC F 4- DO NOT INSTALL THAN ONE®(1) MILE OF LANE CL , BEGINNING OF THE T PROJECT NO.
THE ENDTHE LANE TO SHEET 1 OF S EE'f 4 OF 4 SHEET 4 OF 4
1 1 s- SE REST AND I WITHIN THE LANE 'LIMITS ABOUT OF SAFE AND INGRESS � �� � � � HILL 1 10 1
RM DRIerL� " DURING ING AND PILOT CAR TI 1 1 O
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