SW6130202_Site/Utility Plans_20130212

L E S/TIE KEYS GENERAL NOTES z co o z W W
JEFFERY B. HOGLEN & I ;i , 1 1 T.GRAVEL STRIP ALONG EDGE OF PAVEMENT PAVING SPECIFICATIONS: (VERIFY W/ GEOTECHNIC'AL ENGINEER) UJ O Q W W fA H m. UJ
WIFE TONYA C. HOB GREGORY R. OWENS H ~ - 4 O O O
DB 343 PG 667 1 EXISTING SEWER MANHOLE DB 452 PAGE 129 2 NEW CONCRETE SIDEWALK SEE GENERAL NOTES AND DETAIL ON SHEET C8.0 .. NORMAL DUTY HEAVY DUTY U Co O F- F W.
RIM 186.50 1 i" SF9.5A OVER 1" SF9.5A OVER- �_ O Q 0 } w
ZONED R-12 1 - 3 NEW ACCESSIBLE PARKING SIGNAGE SEE DETAIL ON SHEET C8.1. 2.119.OB OVER 2" 119.0B OVER D] !n 1- Z 0) -
INV. IN: 192.39 (1Z) RESIDENTIAL '1 6" CABC OVER W CABC OVER Z LL Q O Q Z O 0
I INV. IN: 192.48 x 4 NEW PAINTED ISLAND (4" WIDE„ SAFETY YELLOW IN COLOR). IW-100% COMPACTED SUBGRADE 24 =100% COMPACTED SUBGRADE LL Q a Z 0
INV. IN: 193.31 (4") 1 3} C3 Z o O Q
INV. OUT: 192.22 I S NEW DUMPSTER PAD & ENCLOSURE CONCRETE DUMPSTER PAD & APPROACH APRON SHALL Q � Z CO) W Z 0 F- O
BE 7" THICK, 4,00D P.S.I. CONCRETE OVER 4" CABC OVER COMPACTED SUBGRADE DUMPSTERS 1. - ALL CONCRETE SIDEWALKS SHALL BE FULL C THICK 4000 PSI CONCRETE W11" DEEP GROOVE cc Q - V Ir W Ci
- '� oyk+• >SEE WATER SERVICE BLOWUP- - -�� "- _ SHALL BE SCREENED ON 3 SIDES. SCREENING TO BE V OPAQUE WOODEN FENCE SEE DETAIL CONTROL JOINTS AT INTERVALS INDICATED ON SITE PLAN. PROVIDE EXPANSION JOINTS W W 0:) O � W W
tl0/ry^ °per yy THIS SHEET .� x , ONSHEET C ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHILL NOT EXCEEDW. _ (L Z Q J W 0 zExin'
HYDRANT j �. '� - ' 6 NEW HEAVY DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET THIS SHEET. 2, ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. Imo. a CO a 0 m a
s - WMAPKI2 BUFFF3t - - - - -' I ` 7 NEW NORMAL DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET THIS SHEET. Z LU X 0
20' REAR - -- -' I 3. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION & SIZE OF WATER, SEWER CONNECTIONS & W cc
PINEWOOD AVENUE _ - - - - - ROOF .
■,e�eumaraHrosvur aa--' '. - ,' _-.
I I 6 NEW LOADING SPACE PER AND TENANT REQUIREMENTS DOWNSPOUTS
- �■,■e.anlur•+ • gETBACK20'6UFFER - Cl I- { lit CODE SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS FEATURES STAIRS C
--0"'" �- 1101E M M- - M - - 2�,REAEt - - -- '- '- { z I _ 9 NEW ACCESSIBLE RAMP/DEPRESSED CURB, IN ACCORDANCE WITH N.C. ACCESSIBILITY 4. FKJILDI HANDRAILS, ETC. In U) CO r O
-- I 113 ADA & CITY OF RAEFORD REQUIREMENTS, SEE DETAIL ON SHEET C8.1. W 0)
Ip f h x,�� 5. DRIVEWAYS SHALL BE CONSTftuCTED TQ STATE &LOCAL CODES. 7) 3 W N 'r•
= '1 O ' i i ' -' NEW -DRIVEWAY. DRIVEWAY TO SE TO NCDOT STANDARDS. SEE DETAIL 848.02 ON SHEET CS.I. O Q F-
m I to S. ACCESSIBLE PARKING: of > > N
1 I S2 o NEW CONCRETE WHEEL STOPS. ALL WHEEL STOPS TO BE DOWELED TO PAVEMENT AND (a
1 1 I rJ - m Im I - 1 LOCATED 2' FROM FACE OF OBSTRUCTION, EDGE OF PAVEMENT AND FACE OF CURB. PAINT Z • Z
ITT _ a. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE TiHAN1l4'. PER p -
{ x - WHEEL STOPS SAFETY YELLOW. FOOT ACROSS THE SPACE Z -� -0
.APPROXIMATE LOCATION OF NEW FAMILY DOLLAR PROTOTYPICAL MONUMENT SIGN 9". MAX ¢ m O ~
I Z (; { ..• r _ i Elm
DAYNE CAPPS CJiUMPLER -{ I HEIGHT OF V. 6. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS NTH A DROP OF 2' m O D'
i DS 438 PG 638 1 OR MORE. J
J - ' I { CONCRETE PAD FOR COOLER CONDENSER
- TRACT TWO
F.., - .. .. _. ag® \ r ' I TAX PARCEL# 694340801056 I " \ _ -.. CONCRETE PAD FOR. HVAC UNIT a MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWAL10 SHALL BE 6.0% (1:2D). Q -
Qto I
S .: r .. I 1213 E, PROSPECT AVENUE I : NO -... d. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED PARKING : m Ln (�
T� I - ^ I ZONED NS(NEIGHBORHOOD BUSINESS) { OZ 0 8" DRAW CURB. SEE DETAIL ON SHEET CS.],. SPACE SIGNS A8 PRESCRIBED BY THE N.CD.O.T. MANUAL ON UNIFORM TRAFFIC W
I eD { C .... Go 11 .. .. " .*as VACANT 0 \ CONTROL DEVICES & APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7.8, O = h -
( .. - ... 9,677 i- -.. _ PARKING P C ) SEE �- R7-0BD SIGN 8 HERE APPLICABLE, AN ACCESSIBLE' SIGN. M .. .... .. .. I Bg SO•� I m NEW LONG TERM BICYCLE AD AND WA RACK (3 SPACES). 8 DETAIL SHEET C8 1. CABLE y W �.
■ ' 8 BUILDING C� y ` NEW KEYSTONE KNEE WALL. TO BE DESIGN46UI 7.. THE CONTRACTOR SH LL VISIT THE SITE & FAMILWiIM HIMSELF YNTH THE EXISTING
`P I aaec I Y is+
O
.. 6,320SF NEW STOP SIGN (MUTCD R1 -1, 30" X 30'T CONDITIONS BEFORE SUBMITTING HIS BID
BRATCHER I D y 8. ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF W IRISH DB 358 PG 842 � I l'4i ^g f FDS# 70649 I ' { II ?I� 2 Q o CONSTRUCTION. IN CASE OF CONFLICT. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO 0
' O I - ... ... m' NEW STOP BAR. SEE DETAIL ON SHEET Cs.1.
SLIDE 386 PLO_ T 1 ' I { - �p THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK.. -
LOT 1� 1 �I { m m
ZONED R-12 I I - " - I - { n F - 9. THE PROPOSED GRADES AS SHOWN IN THESE PLANS ARE THE FINISHED GRADES UNLESS _.
VACANT. ' 1 { - I .+ 3 8 I { x _ - - OniERWASE NOTED. 0 O
r TYPICAL 2 I I _ 10..9HE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL, INCLUDING THE Z v/ m-
W HORIZONTAL & VERTICAL CONTROL POINT'S. THE CONTRACTOR SHALL MAINTAIN THIS W N
PROVIDE ALL BENCHMARKS, STAKES, GRADES, LEVELS, & LINES NECESSARY FOR - U O
1=Z:II 6 I ,r r _ : " f . f .. ... I I { I CDAMAGE CONSTRUCTION.MOVEMENTCONTRACTOR(S)
FRFRCMA EQUIPMENT V40RIUNG AROUND CONSTRUCTION STAKES. THESE Z W Q Cl) I Z
> I Ot 2 .. y r 1 ' I I I CONSTRUCTION STAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL OWNER APPROVES W W S -
I Q Q 1 ®® I / THEIR REMOVAL ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION U UJ z n
F a. Ix-
o K .. t .. k.0 4 48.8 I /� ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGES BY THE O Z O ' z z U � to
r. ... (A15 A e �. Q• / I zw
... . - .. { ,, LEGENJD CONTRACTOR AT No COST TO THE OWNER.. 2az
5 C
II W I ... .. ... / • ... ... - I / - ALL EXISTING I DAMAGED AS A RESULT CONSTRUCTION OPERATIONS tV/,� LU CL o
"..BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER. SQL Z V! - ell
-
-2« EXISTING WATERLINE --- w----W----W-- D > c
' I Z_ - O < /. .. ..1.. .. {:" - ....T�. s....'.. .'. I - - 12. ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAWCUT. W W Q U COI.
laze{ I . EXISTING SEWER LINE
O .- .. I& BURNING ON. OR NEAR THE JOB SITE WILL NOT BE PERMITTED. •p LL
w F { EXISTING SEWER MANHOLE S
I ... .. .. .. ..... ... .. 95 R ASTM D 698 TECH FOR 10....
UJ (41 1 I 1 ..... 6 .: { { I O 4. ADDITIONALSHALL BE m
13:Q I {.. -I I PROPOSED WATERLINE w-w-w--
W i I I - -
yaD - .. ... .. - 15 UPON COMPLETION T THE SERIAL & CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL a0 C
OHTK_ORNEfj ' I 2o_FRIiNER- - - - - - - _ PROPOSED ER METER ucnoN RELATED MATERIAL a DEB _ I P WATER ® coNsrR DEBRIS. �
1 t t4 -" -'B -T 16. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF LO
7 _ _ - PROPOSED BACKFLOW PREVENTER CONSTRUCnON.
•w, I. � ` m • g7REE1YARD SBBI
1 -�`� '�' c•ox PROPOSED SEWER LINE ss----ss-- 17. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. p •4y
WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE N CARO
{IS r -�- - j - �- "gff PROPOSED SEWER CLEANOUT Q oergwEo FROM THE AFFECTED FECTEO PROPERTY owNERl3). ,.`�OQ jESSipti
TE----
ea�na- _TB. 18. COORDINATE ALL CURB & STREET GRADES IN INTERSECTION WITH CITY & NCDOT INSPECTOR. - J fix
r ( • WA • _ _ - - - 117ZLITY /CEVS ?Q SEAL
�•. ••". ama,.anm ra.E w-- 19. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ON CURB. ; 12557 -
20. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. SEE SHEETS 0 �S
ro- '"'-"-"-fOL �.�-- - ® EXISTING PRIVATE 3W DOMESTIC WATER METER TO BE USED BY NEW FAMILY DOLLAR STORE �i "Y,p., ..EI
1 1 I -- --ro- ,� BUS•INE `SS �1 &C82 FOR EROSION CONTROL PLANS. • •. •••-qw(�� �... �:7
`°-- US -HIGH pLw R - - - - NEW PRIVATE 3J4" DOMESTIC WATERLINE (SDR 21. PVC). (NOTE: NO. PVC ALLOWED WITHIN 5 FT. 21. THE LOCATION OF EXISTING unuTlES, STORM DRAINAGE STRUCTURES & OTHER ABOVE & ••��••�� •T T.
•,•��'ZO -
- ----
1-ro-----"- PG OF EITHER END OF BACKFLOW PREVENTFR SUPPLY SIDE OF BFP SHOULD BE TYPE K SOFT BELOWGRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT 16 THE CONTRACTOR'S ��•�•• •�•
--��O COPPER) PROVIDE -13LOC 0NG A8 8HOWM ON SHEET 05.2. RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH
_ - PRIOR TO START OF CONSTRUCTION.
.---.---w----fO'"'--- I { --- © NEW PRIVATE 4" PVC SEWER LATERAL O 2.0% MINIMUM SLOPE PROVIDE CLFANOUT8 O 50' de
ANDATALL BEND AND VERTICAL DIRECTION CHANGES. OWNER SHALL ARRANGE FOR & PAY 22. ALL ROAD IMPROVEMENTS AT HWY 401 TORE COORDINATED WITH THE CITY AND NCDOT
-..-,M---
II _ --'M----''---- ATERLINE _,:t Y Y ,'} w REQUIRED TAP FEE &CAPACITY CHARGE FOR SANITARY SEWER. PRIOR TO CONSTRUCTION.
.�yr---�/+�---Y11- �, �, •4.; y. - .c " ` �t'� •� � ' ". O NEW PRIVATE 1' IRRIGATION WATERLINE(SDR 21 PVC) WITH 1" METER AND 1" REDUCED 23. ALL ROAD IMPROVEMENTS AT. E. PROSPECT AVENUE TO BE COORDINATED VNTi THE CITY _
,. ., - PRESSURE ELACKFLOWPRE•VENTIONASSEMBLY INSTALLEDABOVE-GROUND WITHIN
--- wr-- 6.• W TERLINE w_-- -_ • -- 4 PwoRTocoNSTRucnoN.
w----p
--- -- _ _ --yyL --•W� -------�tlJ,,-_I�wc_--q--- a• �" .' ,?.x fir. •,... :y...-.y;': Un LOSUR -. 24. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS) MUST BE SUBMITTED TO THE CITY OF
- ENC E PER CITY OF RAEFORD REQUIREMENTS.
I _�' -e.- e■ ,r.• wRy.:.�,y;NEW 1 (DOM. WATER) REDUCED PRESSURE BACKFLOWPREVENnONASSEMBLY INSTALLED , RAEFORD ENGINEERII�aDEPARTMENT PRIOR TOCON8TRlX:TON. r^
-••"�.-I -... a,o ,. -', IEOE9*------01"'-- ABOVE -GROUND WITHIN ENCLOSURE PER CITY OFRAEFORD REEQUIREMENTS. V♦
r I I �- '* ?' igiq , �„ IL• Im+Ir „„�+�- "`»'��- _ 25. NON-STANDARD ITEMS OE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RAN REQUIRE A R(W
-. ENCROACHMENTAGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
OF TIE 41 PVC SERVICE TO EXISTING 12" SEWER LINE. Q
s� mm----n aee•,•w Zw+o1r _-�._�_-"�`-_'M1`� BEFORE INSTALLATION.
SHIVSWAMI CORPORATION 1 I ? Z
DB 665 PG 888 O EXISTING 3/4"DOMESTIC WATERLINE L"L�
' ---' 26. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. R IS SPECIflCALLY
_I SHNSWAMI CORPORATION I ZONED HC(HEAVY COMMERCIAL) UNDERSTOOD THAT ME DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR Z
DB 449 PG 889 VACANT - \ -OH NEW V IRRIGATION WATER METER IN BELOW -GRADE BOX SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF I W O
OWED HC(HEAVY COMMERCIAL) CONSTRUCTION. RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE �•
NEW M IRRIGATION LO URE TO
PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND. BFP
I RETAIL \ ASSEMBLY AND ENCLOSURE TO BE TO CITY OF RAEFORD STANDARDS COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES a � Q Q -
REGULATIONS OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION THE
BUTTERBALL LLC O NEW 1"TEMPORARY PLUG FOR IRRIGATION LINE MOLE OR ANY PART OF THE WORK, IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, I- V Z
DB 925 PG 529 \ - ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
SLIDE 414 PLAT 4 I. I I 19 SEWER EASEMENT W
ZONED IL(LIGHT INDUSTRIAL) - CONTRACTOR 27. ALL CONSTRUCTION SHALL MEET THE CITY OF RAEFORD. STATE OF NORTH CAROIJNA & ALL LU
COMMERCIAL I $ I I I oa- 1 Ila • DEVICES TO MOM CODUNTY PUBLICC WORK8..DEPARTMENT FOR APPROVAL PRIOR TOE•L'TI0r) .OTHER APPLICABLE STANDARD. - f1 co O J
LJ.�
INSTALLATION 2& BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 811. ITS THE LAW. ' A 0 Z... od
20. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT FROM BUILDING v, 0. Cl W
11TILITV NOTES INSPECTIONS. O Cc
1 Li- W 0
■ 1 I T .. .•" �" . CONTRACTOR SHALL COORDINATE MATH THE PROPER UTILITY COMPANIES &GOVERNMENT 30• EXTERIOR EXIT DISCHARGE ILLUMINATION ! LIGHTING SHALL BE REQUIRED FROM ALL EXITCC co W -
_ AGENGES PRIOR TO COMMENCEMENT OF WORK TO THE PUBLIC WAY IN COMPLIANCE WITH NORTH CAROL INA BUILDING CODE (NCBC) N W _ � A
DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES, ETC., ARE TO Lim r � V /
O ' I CENTERLINE UNLESS OTHERWISE NOTED.
• THE OWNER SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK ALL. W
S lIl
PERMITS & LICENSES NECESSARY TO ACCOMPLISH WORK PERMITS CAN INCLUDE, BUT ARENOT LIMITED TO NO DOT ENCROACHMENT.PERMIT, GRADING PERMIT, &!OR UTILITY VICINITY MAPOOMPANY'S PERMIT:FOR THE WORK TO BE PERFORMED ON THEIR RESPECTIVE FACILITIES.
�■4,■ �■ S A , E ( • ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSEELF WITH. -
PIB VE�EMT /7U•1 TVHLEGENMD SITE
�J ' THE THE JOB SITE & LOCATION OF ALL EXISTING FACIU71ES & UNDERGROUND UTILITIES
Q w � e SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY �
wr - -vim -} I RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR UNDERGROUND UTILITIES AD
/ THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS, & IF DAMAGED, THEY SHALL BE
SEWER SERVICEPIPETABLE D ; RE�PAIREDORREPLACED TOTHE SATISFACTION OFTHE OWNER ATNOCOST TOTHE OWNER.
NORMAL DUTY ASPHALT SECTION V
• THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS, CATCH BASIN GRATES & ANY CTB
STRUCTURE STRUCTURE INV' INV. , - - OTHER UTILITY ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRADE
SIZE LENGTH SLOPE MATERIAL Z N � 1 � Engineer
UP DWN - UP DWN . THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES & THEIR APPURTENANCES TO W B -
HEAVY DUTY ASPHALT SECTION BLDG CO 2 4" 11.86 2.00% PVC 195.42 795.18 m J '
REMAIN ON SITE FROM DAMAGE WRING CONST2UCTION.OPERATION& \\\ Drawn By
"• SEWER CLEAN -OUTS TORE PROVIDED AT ALL BEND ON 8.0 OR LESS LINES. CLEAN OUTS
C0 2 col 'Cl 31.83 2.00% PVC 195.18 194.54 2/7/13
SHALL BE PROVIDED EVERY 50' ON 4"(3.LINES & e"PJ. LINENS. SEWER LATERALS TO BE PLACED - - SCALE: 1" - 2,500'
' - AT A MIN. SLOPE OF I W PER FOOT ON 4"2 LINES & 118 PER FOOT ON 8"0 LINES. = Date "
C01 TAP 4" 81.69 200% PVC 194.54 192.91 f
NCDOT RAN ASPHALT SECTION • WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAN 18" CLEARANCE, OR WHEN THE Revisions
CO 3 TAP 6" 201.25 1.00% PVC 195.83 193.82. - SEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN & SEWER LINE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN AVRAWING INFORMAT/ON '-'"2"3EIEWSED°IIwp9TeE alcL°aunE _
C04 Co3 5' 10.00 1.00% PVC 19s.93 19s.83 WATER SERVICE BLOWUP SCALE:1°=10' STANDARDS FORAMINIMUMLATERALDISTANCE,MEASUREDATRIGHTANGLESTOTHE Y.7r5ry9gLyBEpppEgyHp:gEaEaT
SEWER, OF 14Y ON EACH SIDE OF THE CROSSING WITH FULL SECTIONS CENTERED Al- THE TRUE - PLAN
PW r"A/G REHQ!!//PAFAFAN VTS' CONCRETE NOATAW L APUTY MEA VY PUTY PA VEMENT SECTION POINT OF cRosslNG.
_ CONSTRUCTION _ NORTH NORTH
MINIMUM REQUIRED VEHICLE PARKING: (*RETAIL") PA VEMENT SECTION" PA VEMENT SECTION * PA VEMENT SECTION �' IN NCDOT AMMT-OF-WA Ya` 9 MUPPON COMPLETION OF CTOR TIO& BEFORE ACTIVATION RVEY NOF SEWER LINES & TO THE WATER
1 SPACE PEER 300 S.F. - 8,320 S.F. = 28 SPACES 6" PORTLAND CEMENT C C COAT I T ENGINEER
---
REQUIRED) REQUIRED) TACK REQUIRED)
F . THERE SHALL BE NO TAM, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS,
TOTAL REQUIRED SPACES = 28 SPACES- REQUIREED)
PROPOSED NEW VEHICLE PARKING (ON -SITS: '1 I FIRE DEFT. CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED c✓6 o x
TOTALF'ROP08ED=288PACES :.::•.:,..:'•:....,•..;:,•;•,
... `..... , '....... ' - „�� TO THE SUPPLY LINE BETWEEN ANY WATER METER ITS CITY OF RAEFORD-REQUIRED txa� Norm CaroNnaC9//Cw1br daEµp _
• .. alb �t
REGULAR SPACES = 23 SPACES •; •'.:....: •. BACKFLOW PREVENTFR _ � Call811 More YOU D%g
ACCESSIBLE SPACES = 2 SPACES (INCLUDING 1 VAN) IN NCDOT RAN E E
" 71-2 OVER • CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO RELOCATE ANY EXISTING
REQUIRED LOADING SPACE: STONE STONE 4" HB OVER UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS NDER +••+0 +•a��� -
1 LOADING SPACE PROVIDED. SIZED PER CITY OF RAEFORD STANDARD - 6" CABC OVER THE SCOPE OF THIS PROJECT MUST BE.REL.00 RELOCATED, & SHALL BE INCLUDED IN THE - -
2C-10D%COMPACTED . CONTRACTORS BID. .GRAPHIC .SCALE Project Number
SUB -GRADE 487-036
- - - • ALL CONSTRUCTION SHALL MEET CITY OF RAEFORD AND NCOENR STANDARDS
COMPACTED SUB E SUBBASE SUBBASESU- _ Iq 16 8D ID 199
• ALL ON -SITE PRIVATE WATER AND SEWER LINES TO BE MAINTAINED BY OWNER _
-ALTERNATIVE PAVEMENT SECTION FOR BOTH " - CONFIRM WITH GEOTECHNICAL ENGINEER FOR r w
NORMAL AND HEAVY DUTY PAVEMENT OUTSIDE OF THE PAVEMENT SECTIONS AND SUBGRADE. NOTIFY - CONFIRM WITH NS AND HNICAL ENGINEER FOR -CONFIRM WITH NS AND SUREHNICL ENGINEER FOR . ALL STANDARD ER MAINS
lCITY OF RAEFORD UTILITY SEPARATIONS MUST BE PROVIDED FOR C 4
NCDOT RIGHT--OF-WAY. WAY. ENGINEER IN CASE OF CONFLICT. PAVEMENT SECTIONS AND SUBGRADE. NOTIFY PAVEMENT SEASONS AND SUBGRADE. NOTIFY WATER AND SEWER MAINS (TIT )<$'0
ENGINEER IN CAST? OF CONFLICT. ENGINEER IN CASE OF CONFLICT.
1 anon - Bo n" Sheet 4 of 13