NCC233314_Site Plan or Location Map_20231107

WALLBROOK OFFSITE UTILITY IMPROVEMENTS
ROLESVILLE , NC
WALLBROOK LANDCO
SCHEDULE OF DRAWINGS
Y l SHEET TITLE
- J , COVER VICINITY MAP AND SCHEDULE OF DRAWINGS
,' C-0.0 GENERAL NOTES
` C-0.1 LEGEND, ABBREVIATIONS AND SHEET LAYOUT
C-0.2 TECHNICAL SPECIFICATIONS
I-J 2 \___
C-1 .0 VIRGINIA WATER DRIVE STA 10+00 TO STA 18+75 EROSION AND SEDIMENTCONTROLI
L---- , ilkilx • ED-1 .0 EROSION CONTROL DETAILS o
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� ED-2.0 EROSION CONTROL DETAILS APPROVED PLAN LJ
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ED-3.0 EROSION CONTROL DETAILS DATE
U cif; SD-1 .0 STANDARD DETAILS PERMIT NO. S-SEC-094784-2022
R�koroov
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SD-20 STANDARD DETAILS Wake County Environmental Services
MILLS RD J TD-1 .0 TRAFFIC CONTROL DETAILS Sedimentation&Erosion Control
O • / TD-2.0 TRAFFIC CONTROL DETAILS
919-856-7400 _J
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. _ ENVIRONMENTAL CONSULTANT SIGNATURE _
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5------- - o PROJECT LOCATION O I-
CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION ~
....
PUBLIC IMPROVEMENT QUANTITIES Plans for the proposed use have been reviewed for general compliance with applicable codes.This W
limited review,and authorization for construction is not to be considered to represent total ~
/ PHASE NUMBER 0 cn
_ , \ compliance with all legal requirements for development and construction.The property owner,design L_
consultants,and contractors are each responsible for compliance with all applicable City,State and L_
NUMBER OF LOTS 0 Federal laws.This specific authorization below is not a permit,nor shall it be construed to permit any 0
violation of City,State or Federal Law.All construction must be in accordance with all Local,State,
LOT NUMBER(S) BY PHASE 0 and Federal Rules and Regulations. Y
NUMBER OF UNITS 0 Electronic Approval:This approval is being0
issued electronically.This approval is valid only upon the CC
signature of a City of Raleigh Review Officer below.The City will retain a copy of the approved plans. m
LIVABLE BUILDINGS 0 Any work authorized by this approval must proceed in accordance with the plans kept on file with the J
City.This electronic approval may not be edited once issued.Any modification to this approval once Q
OPEN SPACE 0 issued will invalidate this approval.
r
City of Raleigh Development Approval
-
l NUMBER OF OPEN SPACE LOTS 0
City of Raleigh Review Officer
1011
PUBLIC WATER (LF) 0
\ I PUBLIC SEWER (LF) 875 LF
/ \ PUBLIC STREET (LF)-FULL 0
1 PUBLIC STREET (LF)-PARTIAL 0
APPROXIMATE SITE ADDRESS: 250 VIRGINIA WATER DR, ROLESVILLE, NC 27571
PUBLIC SIDEWALK (LF) 0
1 VICINITY MAP WATER SERVICE STUBS 0
SCALE: 1"=1500' SEWER SERVICE STUBS 0
Traffic Control and Pedestrian Plan(TCPED)Notes:
•Prior to any work that impacts the right-of-way,closing or detouring of any street,lane,or ATTENTION CONTRACTORS SITE PERMITTING APPROVAL
sidewalk,the contractor must apply for a permit with Right-of-Way Services.Please direct any 2703 Jones Franklin Rd., Suite 201
questions to [e-mail]. Water and Sewer Permits(If applicable) Cary, North Carolina 27518
•The City of Raleigh requires an approved Right-of-Way Permit for work on any public street or H I G H F I I I Tel [phone]
sidewalk and NCDOT road within Raleigh's Jurisdiction. The Construction Contractor responsible for the extension of water, City g City's ye Fax [phone]
9 The of Raleigh consents to the connection and extension of the Sewers System as �u a i,ri,�,,/ I N F R A S T R U C TU R E
•A permit request with a TCPED Plan shall be submitted to Right-of-Way Services through the sewer,and/or reuse,as approved in these plans,is responsible for shown on this plan.The material and Construction methods used for this project shall conform to the °"RZN CIiR� www.hiepc.com
City of Raleigh Permit and Development Portal. contacting the Public Works Department at(919)996-2409,and the standards and specifications of the City's Public Utilities Handbook. �.�°+. p", '. .C/y'oy ENGINEERING,P P.C. Firm License No. C-2586
•Prior to the start of work,the Client shall schedule a Pre-Construction meeting with the Public Utilities Department at(919)-857.4540 at least twenty four City of Raleigh Public Utilities Department Permit#S-5180 QOFE$$/�1
Engineering Inspections Coordinator to review the specific components of the approved plan, ��� Engineering is our profession.Service is our passion.
hours prior to beginning any of their construction.
and ensure all permits are issued. EAL 0
The City of Raleigh consents to the connection and extension of the City's Public Water System as -
•At TCPED Plans shall comply with all Local,State,and Federal requirements and standards, - 038689
includingbut not limited to: Failure to notify both CI Departments in advance of beginning shown on this plan.The material and Construction methods used for this project shall conform to the 3
fY City g standards and specifications of the City's Public Utilities Handbook. ?d�. R Lg(v, .O
• Manual on Uniform Traffic Control(MUTCD); construction,will result in the issuance of monetary fines,and require -P ..._NGINEE, ..`P.\\.�
• Public Rights-of-Way AccessibilityGuidelines PROWAG City of Raleigh Public Utilities Department Permit#N/A ..
9 Y (PROWAG); reinstallation of any water or sewer facilities not inspected as a result of '/7,/: OSC s"
• American Disability Act(ADA)requirements; this notification failure. ��r��innun,,,,,, HIGH FILL PROJECT NO. CSE2201
• Raleigh Street Design Manual(RSDM). The City of Raleigh consents to the connection and extension of its public sewer system and SEAL NOT VALID UNLESS SIGNED AND DATED
•All public sidewalks must be accessible to pedestrians who are visually impaired and/or extension of the private sewer collection system as shown on this plan.The material and TOWN OF ROLESVI LLE PROJECT NO. CD 22-06
people with mobility concerns.Existing and alternative pedestrian routes during construction Failure to call for Inspection,Install a Downstream Plug,have Construction methods used for this project shall conform to the standards and specifications of the WALLBROOK LANDCO
shall be required to be compliant with the Public Rights of Way Accessibility Guidelines Permitted Plans on the Jobslte,or any other Violation of City of City's Public Utilities Handbook. SEPTEM BER 2023
(PROWAG),the ADA Standards for Accessible Design and the Manual on Uniform Traffic Raleigh Standards will result in a Fine and Possible Exclusion from
Control Devices(MUTCD). future work in the City of Raleigh. City of Raleigh Public Utilities Department Permit#N/A
•All permits must be available and visible on site during the operation.

PROJECT SPECIFICATIONS 3 3 o ro
%orOg t � PART 1 - GENERAL I
LEGEND _ 1. CONTRACTOR SHALL COMPLY WITH CITY OF RALEIGH DESIGN STANDARDS. p
/Si/ _ 2. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR GRAVITY SEWER PIPE, MANHOLES, PAVEMENT, AND ALL OTHER MATERIALS.
SYMBOL(NEMO SYMBOL (EX.) DESCRIPTION *J 3. RECORD DRAWINGS: SUBMIT RED-LINED RECORD OF CONSTRUCTION DRAWINGS AND COPIES OF PRESSURE TESTING. 3 ~o
4. WARRANTY: THE CONTRACTOR WARRANT THE GRAVITY SEWER AND INSTALLATION WILL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR ONE YEAR FROM
UTILITY PEDESTAL(SIZE/SHAPE VARIES)
❑� rc� INSTALLATION. o o
{c" f'` TREE/SHRUB(DIA.&TYPE SOMETIMES $ - 5. INSTALL ALL GRAVITY SEWER AND MANHOLES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
4i.2 y NOTED) !GAS 6. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RALEIGH TO SCHEDULE SPECIAL INSPECTIONS. i k E 4
O © SEWER CLEAN-OUT V - m m
I PART 2 - PRODUCTS o
100 tor. CONTOUR / 1 14 I I IP 1. POLYVINYL CHLORIDE (PVC) GRAVITY PIPE: 0
,5, w 2
A.GENERAL: o
100 1 SPOT ELEVATION \ m
1. ALL PVC PIPE SHALL BE DESIGNED IN ACCORDANCE WITH AWWA M23 PVC PIPE - DESIGN AND INSTALLATION AND THE UNIBELL HANDBOOK OF PVC PIPE DESIGN AND w
CONSTRUCTION BY THE PVC PIPE ASSOCIATION. o:
�.� -CL- ��. _ WOODS LINE,CLEARING LIMIT 2. PVC MATERIALS SHALL COMPLY WITH ASTM D1784 AND D3034.
• O SD FO SEWER,sTORMWATER,&FIBER OPTIC / I \ 3. SEE DETAILS 5 ON SHEET SD 1.0 FOR TRENCH BEDDING REQUIREMENTS. i m v m E
MH \ B.SEWER MAINS: co 1-
a
® n rn CATCH BASIN/GRILL BASIN � PIPE SIZE AND SDR SHALL BE AS SHOWN ON THE DRAWINGSo p_ 2. PIPE SHALL HAVE AN INTEGRAL ELASTOMERIC-GASKET BELL END. GASKETS SHALL BE IN CONFORMANCE WITH ASTM F477.
WELL ` OillIt1.
3. NOMINAL PIPE LENGTH SHALL BE A MINIMUM OF 13 FEET.
i --�1, C.SEWER SERVICES:
,0_,`
Ir. -POWER OR TELEPHONE POLE 1. PIPE AND FITTINGS SHALL BE SCHEDULE 40 OR 80 AS SPECIFIED ON THE DRAWINGS.
FIRE HYDRANT ASSEMBLY , 0 1.0 E2. SCHEDULE 40 FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM D2466. SCHEDULE 80 FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM
D2467.
3. JOINTS SHALL BE SOLVENT CEMENT WELD. SOLVENT CEMENT SHALL BE IN ACCORDANCE WITH ASTM D2564. JOINTS SHALL BE MADE IN STRICT ACCORDANCE WITH THE PIPE
GATE VALVE \ ilflit°
MANUFACTURER'S RECOMMENDATIONS INCLUDING NECESSARY FIELD CUTTINGS, SANDING OF PIPE ENDS, JOINT SUPPORT DURING SETTING PERIOD, ETC.
lilt
iril 2. PRECAST CONCRETE MANHOLES:
I•I ICI BALL VALVE A.PROVIDE MANHOLES MADE OF PRECAST CONCRETE SECTIONS IN CONFORMANCE WITH ASTM C478, THE DRAWINGS, THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK, NC
FLOODWAY BOUNDARY si ir.., Nqa,/� DEPARTMENT OF TRANSPORTATION, AND THE REQUIREMENTS THAT FOLLOW:
,, N(' B.GENERAL:
E -DBE- UNDERGROUND/OVERHEAD POWEREll ,', sYq 1. PRECAST CONCRETE MANHOLES SHALL BE AS MANUFACTURED BY TINDALL CONCRETE PRODUCTS, INC., ADAMS CONCRETE, HANSON PIPE AND PRECAST, LINDSAY PRECAST,
-°T UT UNDERGROUND TELEPHONE ', 111111116
liii C.COATNGS OLDCASTLE, OR APPROVED EQUAL.
TEL OVERHEAD TELEPHONE 1111
I
'', '` / 1. WHEN APPLYING COATINGS TO NEW MANHOLES, COATINGS WILL BE APPLIED ABOVE GROUND (BEFORE MANHOLE COMPONENTS ARE INSTALLED). AREAS TO BE COATED SHALL
TEL MEET COATING MANUFACTURER REQUIREMENTS FOR SURFACE PREPARATION. JOINTS SHALL BE COATED AFTER MANHOLE INSTALLATION.
D.EPDXY:
0 GAS LINE all 1. THE EPDXY SYSTEM SHALL BE A SPRAY APPLIED, TWO COMPONENT, 100% SOLIDS, SOLVENT-FREE EPDXY DEVELOPED SPECIFICALLY FOR USE IN THE WASTEWATER
A111111114: ENVIRONMENT. EPDXY LINER SHALL BE RAVEN 405, MANUFACTURED BY RAVEN LINING SYSTEMS; DURA-PLATE 5900 OR 6100 MANUFACTURED BY SHERWIN-WILLIAMS;
x-w- WATER LINEIIIIII PERMA-SHIELD H2S SERIES 434 AND PERMA-GLAZE SERIES 435, MANUFACTURED BY TNEMEC, OR APPROVED EQUAL.
1
2. APPLICATION PROCEDURES FOR THE EPDXY LINING SYSTEM SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, INCLUDING MATERIALS HANDLING, uumn,
ss ss SEWER LNE _ / MIXING, ENVIRONMENTAL CONTROLS DURING APPLICATION, SAFETY AND SPRAY EQUIPMENT. °°0\.\ ... R6/*_ \ 3. THE EPDXY LINER, WHEN CURED, SHALL HAVE THE FOLLOWING MINIMUM CHARACTERISTICS MEASURED BY THE APPLICABLE ASTM STANDARDS REFERENCED HEREIN: �.�pFESSIrI'�JrM-Fs- SewER FORCE MAN 1) HARDNESS, SHORE D ASTM D-2240 70 /ice./Tar
11111/7 2) TENSILE STRENGTH ASTM D-638 >7,000 PSI • SEAL ✓✓✓(6���------
STORMWATER PIPEIIIIII ` , 038689
3) FLEXURAL STRENGTH ASTM D-790 >10,000 PSI gigg/203 i
4
IIIII4. WHEN CURED, THE LINING SHALL FORM A CONTINUOUS, TIGHT-FITTING, HARD, IMPERMEABLE SURFACE WHICH IS SUITABLE FOR SEWER SYSTEM SERVICE AND CHEMICALLY %�t' NCINEE �,V
ro ro UNDERGROUND FIBER OPTIC LINE li:
\ • �' ,.'���I RESISTANT TO ANY CHEMICALS OR VAPORS NORMALLY FOUND IN DOMESTIC SEWAGE. /NJ.P,OP\���r x _,. x FENCE 5. THE LINING SHALL BE COMPATIBLE WITH THE THERMAL CONDITION OF THE EXISTING SEWER MANHOLE SURFACES. SURFACE TEMPERATURES WILL RANGE FROM 20'F TO ,,,,�rr1 Lll ,1Txxo F. SEAL NOT VALID UNLESS SIGNED MD DATED
0 o GUARD RAIL WI . /III" 1.E.PRECASTCONCRETE SECTIONS:
VII ISIFP
1. MINIMUMAS WALL THINOLKHICA SHALL
WIT BE 5-INCHES.S
-- PROPERTY LINE 4 2. BASE: CAST MONOLITHICALLY WITHOUT CONSTRUCTION JOINTS OR WITH AN APPROVED PVC WATERSTOP IN THE COLD JOINT BETWEEN THE BASE SLAB AND THE WALLS.
' MINIMUMHETHICKNESSTHE BASE SHALN BE 6-INCHES.
PERMANENT EASEMENT OR R/W 3. THE WIDTH OF THE BASE EXTENSIONS ON EXTENDED BASE MANHOLES SHALL BE NO LESS THAN THE BASE SLAB THICKNESS. EXTENDED BASES SHALL COMPLY WITH THE
' ' /�� ,` DETAILS ON DRAWINGS.
STRUCTURE OUTLINE(SHAPES VARY) 4. RISER: MINIMUM LAY LENGTH OF 16 INCHES.
/I 5. CONE: ECCENTRIC OR CONCENTRIC CONES MAY BE USED ON 8 THROUGH 12-INCH MAINS. CONCENTRIC CONES SHALL BE USED ON ALL 15-INCH AND LARGER MAINS.
TEMPORARY BENCH MARK ' z 6. TRANSITION SLAB: PROVIDE A FLAT TRANSITION FROM 60-INCH AND LARGER MANHOLES TO 48-INCH DIAMETER RISERS, CONES, AND FLAT SLAB TOP SECTIONS. THE
, MAXIMUM HEIGHT OF MANHOLE OVER THE TRANSITION TOP SECTION SHALL BE 12 FEET. TRANSITION SECTIONS SHALL NOT BE USED IN AREAS SUBJECT TO
® WATER METER IP
' I - 'W ,' 111111181111
VEHICLE TRAFFIC.
7. FLAT SLAB TOP: DESIGNEDOFIT FOR 0 TRAFFIC LOADINGS O DEFINEDAN T ASTM ITEMS TO BE CAST INTO SPECIAL TER SLAB TOPS (I.E. RING, COVER, VENT BASE) H I G H FI L L
V///X SEWER ABANDONMENT , SHALL BE SIZED TO FIT WITHIN THE MANHOLE ID AND THE TOP AND BOTTOM SURFACES. PROVIDE A FLOAT FINISH FOR EXTERIOR SLAB SURFACE. INFRASTRUCTURE
I , 8. PRECAST OR CORE HOLES FOR PIPE CONNECTIONS. DIAMETER OF HOLE SHALL NOT EXCEED OUTSIDE DIAMETER OF PIPE BY MORE THAN 3-INCHES. ENGINEERING,P.C.
LIGHT POLE 4 ,,,,,m i 9. LIFTING DEVICES: DEVICES FOR HANDLING PRECAST COMPONENTS SHALL BE PROVIDED BY THE PRECAST MANUFACTURER AND COMPLY WITH OSHA STANDARD 1926.704.
,,
F.JOINTS: 2703 Jones Franklin Rd,Suite 201
�o LIGHT n OR R/W MONUMENT , 1
1. MANUFACTURER IN ACCORDANCE WITH TOLERANCE REQUIREMENTS OF ASTM C 990 FOR BUTYL TYPE JOINTS. Cary,NC 27518
- , 2. MINIMIZE NUMBER OF JOINTS. DO NOT USE RISER SECTION FOR MANHOLES UP TO 6 FEET TALL AND NO MORE THAN ONE RISER FOR EACH ADDITIONAL 4 FEET IN HEIGHT. Te1919-481-4342
< GUY WIRE 3. FLEXIBLE JOINT SEALANTS: FLEXIBLE JOINT SEALANTS: PREFORMED BUTYL RUBBER BASED SEALANT MATERIAL CONFORMING TO FEDERAL SPECIFICATION SS-S-210A, TYPE B
AND ASTM C990. Fax [phone]
C: X XI SEWER REMOVAL 4. EXTERNAL SEAL: POLYETHYLENE BACKED FLAT BUTYL RUBBER SHEET NO LESS THAN 1/16-INCH THICK AND 8-INCHES WIDE. www.hiepacom
CASING AND CARRIER PIPE kg iti
G.INVERTS: Firm License N.C-2586
1. BRICK AND MORTAR OR PRECAST CONCRETE INVERT CONSTRUCTED TO THE WIDTH OF THE EFFLUENT PIPE.
• MAILBOX "'T 2. FORM AND FINISH INVERT CHANNEL TO PROVIDE A CONSISTENT SLOPE FROM INLET(S) TO OUTLET UP TO 6-INCHES. Engineering is ourprotession.
1 3. CHANNEL WALLS SHALL BE FORMED TO THE SPRINGLINE OF THE OUTLET PIPE DIAMETER. Service is our passion.
-- TEMPORARY CONSTRUCTION EASEMENT 4. FINISH BENCHES AT 60 DEGREES TO MANHOLE WALLS. PROVIDE A 1/4-INCH RADIUS AT THE EDGE OF BENCH AND TROUGH.
WETLANDS BOUNDARY04,
H.FLEXIBLE PIPE CONNECTORS:
SUBSURFACE TEST BORE 1. PROVIDE FLEXIBLE CONNECTORS FOR PIPE TO MANHOLE THAT CONFORM TO ASTM C923. LOCATION OF CONNECTORS SHALL VARY FROM DRAWINGS NO MORE THAN
�'� iliferpopo 1/2-INCH VERTICALLY AND 5 DEGREES HORIZONTALLY. BOOT SLEEVES SHALL HAVE STAINLESS STEEL EXPANSION BANDS AND PIPE CLAMPS THAT MEET OR EXCEED (� 0/ I ASTM C923.X ITEM TO BE REMOVED 4, ,, I 1St%
I.STEPS: Z 0
1. STEPS ARE NOT ALLOWED INSIDE MANHOLES.
r////1 ASPHALT/CONCRETE REMOVAL& 2. STEPS SHALL BE PROVIDED ON OUTSIDE OF RAISED MANHOLES WHEN TOP ELEVATION IS GREATER THAN THREE (3) FEET ABOVE EXISTING GROUND ELEVATION. Q
RESTORATION Tr, J.SEWER SERVICE: LLJ J
-coo-Lro- LIMITS OF DISTURBANCE LINE / 1. PROVIDE PVC WYE SEWER SADDLES FOR SERVICES ON PVC MAINS. SADDLES SHALL BE SOLVENT WELDED AND FASTENED WITH DOUBLE STAINLESS-STEEL BANDS. >O
2. PROVIDE A CAST OR DUCTILE IRON WYE SEWER SADDLE FOR SERVICES ON DUCTILE IRON MAIN. SADDLES SHALL BE "GENECO E40" SEWER SADDLES OR APPROVED EQUAL W
cr
----- CRITICAL ROOT ZONE / CONSISTING OF A VIRGIN SBR GASKET COMPOUNDED FOR SEWER SERVICE, A DUCTILE IRON SADDLE CASTING, A 304 STAINLESS-STEEL ADJUSTABLE STRAP FOR L-LJ
- _ - FASTENING THE GASKET AND THE SADDLE CASTING TO THE SEWER MAIN, AND A 304 STAINLESS STEEL ADJUSTABLE CIRCLE CLAMP FOR SECURING THE SERVICE LINE INTO 0_ _
*. rcn TREE CONSERVATION AREA LINE 1 I THE SBR GASKET. (n
IPE:
OPERMIT/RECORD BOX LOCATION 0��pp� 3 AE NCC SEMEE T PP PE SHALL BE HIGH STRENGTH SPIRAL WELDED STEEL MEETING ASTM A-252, GRADE 2 STEEL, WITH MINIMUM YIELD STRENGTH OF 35,000 PSI. PIPE LENGTH, °r, 1
as` SIZE, AND MINIMUM THICKNESS SHALL BE AS INDICATED ON THE DRAWINGS. z Z z
❑❑ CONCRETE WASHOUT B.PIPE SUPPORT - Q <
Li
1. PROVIDE PIPE SUPPORTS DESIGNED AND MANUFACTURED FOR THE SUPPORT OF THE CARRIER PIPE SIZE AND MATERIAL TO BE USED WITHIN THE ENCASEMENT SIZE ~ _1 (')
-sn-sr- SILT FENCE ry INDICATED ON DRAWINGS. SUPPORTS SHALL BE DESIGNED TO CARRY THE PIPE AT THE SUPPORT SPACING SPECIFIED AND MEET THE FOLLOWING REQUIREMENTS: O j Z
rThlSHEET LAYOUT /!�\ 2. BAND WIDTH: 8 INCHES FOR PIPES 14 INCHES AND UNDER AND 12 INCHES FOR PIPES 16 INCHES AND OVER. (fl LLJ Et w 0
-'P-rn- TREE PROTECTION FENCE IiVlll�ll 3. BAND AND RISER SHALL BE 14 GAUGE STEEL. RISER SHALL BE CHANNEL SHAPED. BAND WITH RISERS SHALL HAVE A FUSION BONDED PVC COATING OF A MINIMUM m O H-
SCALE: 1" 10-MIL THICKNESS. BAND SHALL BE BOLTED TOGETHER WITH STAINLESS STEEL BOLTS, NUTS, AND WASHERS.
-sr/n-sr/rn- COMBINATION SILT FENCE&TREE I Cr) Q K
PROTECTION FENCE 4. RUNNER SHALL BE A MINIMUM OF 1 INCH WIDE AND NOT MORE THEN 1 INCH SHORTER THAN BANDWIDTH. PROVIDE TWO TOP AND TWO BOTTOM RUNNERS FOR PIPE PIPES 1_,_ a
yys 12 INCHES AND UNDER. ENL_ LLJ
q pu, SILT FENCE OUTLET C.THE CARRIER PIPE SHALL BE CENTERED WITHIN THE ENCASEMENT PIPE. N 0 CC
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D.PROVIDE MORTARED CASING SEAL ON EACH END OF THE CASING. coPIPE INLET PROTECTION12l m
U O Q
CHECK DAM 0
ABBREVIATIONS: FM - FORCE MAIN PJ - PUSH-ON JOINT THK - THICK NOTE: ALL CONSTRUCTION SHALL ADHERE TO CC 0
GV - GATE VALVE PL - PROPERTY LINE TOS - TOP OF SLAB CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
IA
INLET PROTECTION m Z
AWWA - AMERICAN WATER WORKS HDPE - HIGH DENSITY POLYETHYLENE PP - POWER POLE TS&V - TAPPING SLEEVE AND VALVE CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION __ILJ
C WATTLE ASSOCIATION INV - INVERT PSI - POUNDS PER SQUARE INCH TYP. - TYPICAL J CD
CL - CENTERLINE IP - IRON PIPE PV - PLUG VALVE U/G - UNDERGROUND Plans for the proposed use have been reviewed for general compliance with applicable codes.This Q LJ
CB - CATCH BASIN LSE - LANDSCAPE EASEMENT PVC - POLYVINYL CHLORIDE limited review,and authorization for construction is not to be considered to represent total J
EROSION CONTROL MATTING U.N.O. - UNLESS NOTED OTHERWISE
CMP - CORRUGATED METAL PIPE LF - LINEAR FEET PVMT - PAVEMENT UT - UNDERGROUND TELEPHONE compliance with all legal requirements for development and construction.The properly owner,design
;�,.r, �� consultants,and contractors are each responsible for compliance with all applicable City,State and
�; TEMPORARY CONSTRUCTION ENTRANCE CONC - CONCRETE L.O.D - LIMITS OF DISTURBANCE R/W or ROW - RIGHT-OF-WAY W/ - WITH Federal laws.This specific authorization below is not a permit,nor shall it be construed to permit any
p�� CPP - CORRUGATED PLASTIC PIPE MIN - MINIMUM R or RAD - RADIUS WL - WATER LINE violation of City,State or Federal Law.All construction must be in accordance with all Local,State,
y�4:4� ;r a RIP-RAP BANK STABILIZATION CT - COURT MH - MANHOLE RCP - REINFORCED CONCRETE PIPE WWF - WELDED WIRE FABRIC OR FENCE and Federal Rules and Regulations.This approval of this electronic document is only valid if the PROJECT ND.
1/j/X//%I STREAM STABILIZATION DIP DUCTILE
IRON MJ -
PIPE NIC - NOT MECHANICAL
CONTRACT REQ'D - REQUIRED
or LB - POUNDS document has not been modified and the digital signature below is valid: CSE22O 1
RD - ROAD 5/SD-1 - DETAIL CROSS-REFERENCE (DETAIL
DR - DRIVE OC - ON CENTER RJ - RESTRAINED JOINT
5 ON SHEET SD-1 IN THIS
EX - EXISTING NTS - NOT TO SCALE STA - STATION C-O.
EOP - EDGE OF PAVEMENT PE - PLAIN END EXAMPLE) City of Raleigh Development Approval
SR - SFCONDARY ROAD (STATFI

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i� �� = PIN# 1758.11-65-1927 A\� �V PLN EX. SSMH160905��\��\ 4' DIA- /
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/ -s '1r=�" e _ \ \��\\SEX. 20\SANITARY \ \\\ �~ / �� / EX. CREEK EX. COMMUNICATION \ AND REPLA /SSMH al / / RIM: 34MH109110 p m
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/
s ss� /1 L- a •• a �� �\ PER BM 2003, PG. 647 \ \ �S 8' PVC SEWER W 123.46 > �' LC` / �j�� REl 1�- _W"_/ p yr a-� EX. 12"
=� _ -- - - _ --,� \��--�\- \' \\\� PVC SS 7Y/� / / X SS H169377 _� ";C �� �4" HDPE \82\ � LF OF 12"PVC SEWER _ AV� -���0�1-... // E7� k '�� O o 1 '' o
/ / EX. TREE, . ���w���AA �3 sV� �\ L /�" L = '@ �„ �F1�5.
--- _EX_. SSMH (B OTHERS) 6.10' 1 TYP �� AA�V� A� �� A _ 7� ��� � 1 �L 1 �� /EX�f,2 �337.0 �i. - / � ��• Oir3 - � o o _
INV IN=3381'N
INV OUT= S.0"SE LOCATE AND TIE IN i� *3/4 / \ �� \ � ' ----5----
-- CL=329.8' \
( ) EX. $EWER SERVICE I X"''�� � 3\�\34p ,�P� ', -- Av-315 \V ���� l /'- ''''�/25, / /i // /� _. i- • -�
LA RALS TO 12 REMOVE AND REPLACE EX\ <oe OffA V�V\ .� A A A �\ /j //j�� e1 ♦//� � -
----_ I REMOVE AND R E �, , \ F E�'P \\ I // -g0' t!� / - EX. FIRE HYDRA 7E o., r '� \ F I I i ,A //�/iG/> L1A/ N.
ASSEMBLY, TYP.NT
254SY(8.5'x410')OF ASPHALT ATH GRAVITY SEWER,TYP. 8"PVES�/281(23 LF �- A a
D\�
_I �� OF 12�PI SS - y o 32n �fs���� .� Ex •GUARD // ®./
D AL i-30.02.1 1.0 o)o, o 1 / \ ti ) 35 'o \. \
(SEE ) o I EX. RErr41NING�N(AL J 'RAIL 5/& •. ---\\\ \
- �I m ro I -�r °J 3 V � s ty �� - SILT FENCE OUTLET, TYP. c , / .. ,a,• ♦i
ss ♦ z� SEE SW 20.24 ED-1.0 /// o /„ ��Y <_ _ _ _ _ N/F
_wroa a o� , EX. SMH155759 \ �' �� 4EX- 12" PVC SS
� `� m--ro^ w a IM: 354.89" \ - / ) %LI-% / o // \ JACQELI NE BURTON
t_
�X SSMH 1�'93Z61, m v �u1 \\ \ k ..
-' RIM 347 0' cJ I I roman EX. SSMH157032 a ( FES INV=338 3'\ /% i I/ / , / � <\ D.B. 13342, PG 1591
w a 1 c�a ^ 'n o a OD " j /i / 1 `�_ B.M. 2005, PG. 917
INV. IN=3 9.70'(E) V _ro za cc '^ RIM: 349.6' \ A\\�jj/ii / - I oy EX. 8" DIP SS 3 �� G \_ 'N,. PIN 1758.11-75-2376
- � �� z z �'un 12� 3 \-'--//ii � ,--,(o m.1'''''')-
�o ,��. �,..
INV. OUT-339` ) ro� amo� >a o-`O o2c6a.� \V �d'4 \\\ \\ \\, - /�i- / w a.- / • l"/ ' r Z° REMOVE EX. SSMH165691 p ,l° < #
env I I ` \ 335-iii
�o ro " I .a EX 8' PVC SS :'!�3'� / / I � / tL`.,> my
�> a n a \ ro.- �`!- : / ' RIM=33�' 1i \s
zmma.� m ^N o J-. C. LLC t a \�. i �1 /.. TOP 337.2' '� S
-i- -P��� 'a�_'n .^ zwrnooj� z��o� I N/\"� 't`S.• \� \ , 340- l.d� ►.I //" vim,-o.�
> Q , o_ e- tO 2 ro CARLTON GROUP \ �i s CL 329.3' o o s 9` INS=333.1'(W) e/ \\;
\ \ m o a m°�m z ~ m`� D.B. 11427. PG.\88� v�" r �y aY", / ��;�� \o s-qo2 / 3
m a of m Z m I 2008. PG.\6� :r�•\\7 X"' _
r e�LVe-We wie�An� w,a \ M. CI 3460' FES = 4. %jcc o .fy \//B
wia- a w-sry,� S " SPIN# 758.11-65-17 -- - / //
_a w- _ o z �.,,G. Nv 343 2i`�,. :.\ NV 32 4'q \ ��G���NV OUT= of M� N/F
'ifs / 332.95'
- " �� i BRIAN W. & KATHLEEN DIXON
\ " 1 rw \• '°� Aye .: r �' o / > \�. rc
w " 2 y
.�� 4�w - r ��L �� �c /� / / \ � ��� D.B. 14e23, Pc. 2670
_ CONSTRUCTION--ENTR�GICE� .„ �. a°x. � ` \ 257.58 LF 12"PVC SS o° A // I'- B.M. 2005, PG. 917
\ \'� DETAIL SW-20.9 D=1. o _AAO' .,. - 7 / 'o
�IRGINIA WATER DRIVE ( �/ - '\EX. GUA� RAIL #
- N / / O P b (T / PIN 1758.11-75-2292
VARIABLE-WIDTH PUBLIC R/W 'CURB INLET PROTETION � 'm`n «�s1� \ \ 0 a'O ' ~ �/
- �g a=3so.4 ! / SSMH-N�.2 ...ABANDON EX.8"PVC .�. 0 \ �
_ _ _ _ - 7TP.) SEE 31-15/ED-1.0 ; \ \ a' l �� wwnrnrr,
_ INV=346.7' SEWER W�PLOWABLE G. 9�v�?\ \
EX. SSMH153448 r7r CI=350.1' ► �� o FILL 3.00�92y �R el" EX. 12" ^ 'Q,*\...cARO(/'�
88:78 LF OF�2"PVC SS-
EX. \ S- 2 7, �.' FESSIr 2
SANITARY SEWER BYPASS PUMPING NOTES: - RIM: 366.12' INV=a3 7�5'",w� EX. STREAM REMOVE APPROX. 40 LF v�° PVC SS 0� Lam.•
6 Ina
1. SEE PROJECT NOTES ON SHEET C-0.0 FOR BYPASS PUMPING CENTERLINE \ OF 8"PVC SEWER, �cc 9�� N/F ' EAL
-sw xiw-"iw-s,w-w /
REQUIREMENTS. w REMOVE EX.SSMH169410 AND (PER COUNTY \NECESSARY TO INSTALL ,��iP \ TONYA C. & ^ ,-_-
,-'1- 038689 -
2. SEE CHART BELOW FOR SUGGESTED BYPASS PUMPING PLAN. TBM (SPK) REPLACE W/SSMH NO.1 GIS DATA) 12"SEWER \o�"� EX. SSMH102574 I KEVIN L. BULLOCK 8
N=785,557.81' \ N/F , I D.B. 11754, PG. 2326 `- 92620Z3 ?
EX SSMH169410 RIM=328.8' (/
E=2,156,645.79' \ THE VILLAGE AT ROLESVILLE \`� INV. IN=322IR I B.M.# 2005, PG. 917 %�Pj'•tNCI EEC.SP\�\
I I RIM=346.9' ABANDON MANHOLE IN PLACE 9'(N) I9
ELEV=358.44' INV IN=335.9'(N) ANDON EX. 8" SEE DETAIL 1 SD-2.0 \ HOME OWNERS ASSN INC. / INV. OUT=322.T(S) PIN 1758.11-75-1198 0,N P.OS ' "�
PVC SS W� ( ) D.B. 11965, PG. 1371 I I \
,/'hnNLE 1160)� "
WAW3ROOK: SUGGESTED SEWER BYPASS PUMPING PLAN INV OUT=335.8'(S) PLOWABLE FILL \ B.M. 2005, PG. 917 sca Not vwo UNLESS slcNeo AND DATED
AVERAGE PEAK REROUTE EX.SERVICE Ex. SSMH165692 \ PIN# 1758- 1-75-3115 N/F \
\,.„
I /
PHASE SUCTION DISCHARGELATERAL TO 12"SS RM=343.7' ROLANDA L. TIRADO & /
NO. SSMH SSMH WORK TO BE PREFORMED DAILY FLOW FLOW N/F INV IN=334.4'(N) MICHAEL OFFORBUIKE I I'' I
(GPM) (GPM) CARLTON GROUP OF NC, LLC EX. 4" SEWER LATERAL INV OUT=334.3'(E) \ D.B. 12111, PG. 1322
D.B. 11427, PG. 882 FROM POOL HOUSE B.M. 2005, PG. 917
EX. REPLACE GRAVITY SEWER B.M. 2013, PG. 922 \ 1758.11-75-0290 I I /
SSMH165692 AND MANHOLES FROM -STA 133 340 PIN# 1758.11-65-639< (A��40X. IOCATIOR^. -\ PIN#
EX. 14+25 TO STA 18+75
1 GRAPHIC SCALE BENCHMARK:
SSMH102574 1 PLAN - STA. 10+00 TO 18+75 V 1. TBM (SPK) LOCATED APPROXIMATELY 95 FT WEST OF MANHOLE 2
EX. TIE IN TO EX. SSMH114338 350 900 ���'YYY'"' 40 0 20 40 80
SSMH109110 SCALE: 1" = 40' NOTES:
=_= 1. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
REPLACE GRAVITY SEWER 2. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND H I G H F I LL
Ex. INFRASTRUCTURE
( IN FEET) SPECIFICATIONS.
SSMH169376 10+00 TO STA 14+25 1 inch= 40 ft. 3. CONTRACTOR SHALL CORE DRILL EXISTING MANHOLE TO ACCOMMODATE ENGINEERING,P.C.
NEW LINE SIZE.
4. MODIFY EXISTING MANHOLE TROUGH FOR NEW SEWER LINE. 2703 Jones Franklin Rd,Suite 201
5. ALL EXISTING AND NEW MANHOLES TO BE EPDXY COATED, SEE MANHOLE
360 360 EPDXY LINER NOTE. Cary,NC 27518
6. STEEL ENCASEMENT (MIN WALL THICKNESS 0.50") AND 12" SDR35 PVC Te1919-481-4342
SEWER. CENTER THE PVC SEWER PIPE ON THE STEEL ENCASEMENT PIPE
SO THAT THERE ARE NO JOINTS WITHIN THE STEEL ENCASEMENT. Fax [phone]
www.hiepc.com
HZ - Firm License No.C-2586
3 O vN 355 o vie 0 3-�S 'a a 355 Engineering is our profession.
✓ S z,. I cn in'in Service is our passion.
up in ui
o $ �~ /- I °o' .ornn"I - - - EX. SSMH114338 - 4' DIA. Public
t oo 0 05 woo X. 12 WL Za a i.1 5 La STA. 18+75.35 Sewer Collection/Extension System
Sown , m ram 2^'D�o
rn RIM: 338.45
"rZ NOJ°'N'"' `ga v INV IN: 329.10' IL' (V✓�
350 \ s O _- M n EX. 1�" RCP ,x z z_ .z 3 350 The City of Raleigh consents to the connection and extension of the
z an _ INV IN: 328.95' 12" (EJ I-
m - nZ'zCity's public sewer system as shown on this plan.The material and
m vrm £ m C =z 0 i�� INV OUT: 328.90' 12" (S; Z
\ - - X F > N Construction methods used for this project shall conform to the W O
\ wm ur <^ C 8 8 standards and specifications of the City's Public Utilities Handbook.
X IV ol< 3 LIJ
\/ / ,r r r'f M .- N Pity of Raleigh > O
\ �-�- \ O t O.. 0 ' Public Utilities Department Permit#SS780 O 0
345 e z O aN O g 345 Authorization to Construct See digital signature 0 O
�» l o
rc_- I
REMOVE M •
NNMM
i Er. SSMH185691 Zr "' 0 Q
k\ EX. GRADE ~j 0 I-
10 LF OF 20"STEEL ENCASEMENT z z T'
340 1 SEE 340 I- _1 w � CO
' 0_5
EL
�' EX. 12" DI � � CO W �w W
-- �I WATERLINE O Q W
335 _t-•. .lij 11 -'�� _ 1 335 CV W Q
12"SEWER(BY OTHERS) - - -� CV O
123.46 LF 9DR35 12" PVC 0 1.05% iI� - _
Q
281.23 LF SD i35 12" PVC 0 0.43% 88.78 IF 8DR35 12" PVC 0 1.050 NOTE ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS EC 0-
330 ABANDON EX. 8"J' 257.58 LF SDR35 12" PVC 0 0.78% - . - 330 m CC
PVC SEWER IN _ CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION J
AYYKUX. Zb IU IUY IA J
- - - - PLACE, (TYP, 10' BOX CULVERT ��71� Q
Plans for the proposed use have been reviewed for general compliance with applicable codes.This
INSTALL CONCRETE CRADLE limited review,and authorization for construction is not to be considered to represent total
(SEE DETAIL 5-49/SD-2.0) EX. 18" RCP compliance with all legal requirements for development and construction.The property owner,design
124.33 LF SDR35 12" PVC 0 1.53% consultants,and contractors are each responsible for compliance with all applicable City,State and
Federal laws.This specific authorization below is note permit,nor shall it be construed to permit any
325 325 violation of City,State or Federal Law.All construction must be in accordance with all Local,State,
and Federal Rules and Regulations.This approval of this electronic document is only valid if the PROJECT NO.
9+50 10+00 11+00 12+00 13+00 14+00 15+00 I ;+:iil 17+00 18+00 19+00 document has not been modified and the digital signature below is valid: CSE22O1
PROFILE - STA. 10+00 TO 18+75
SCALE: 1" = 40' C-1.O
VERTICAL SCALE: 1" = 4' City of Raleigh Development Approval