SW6130201_Site & Utility Plan_20130222

CONCRETE
PA VEMEN7
GU2 1 MULIIPUKI W' O.0 1 Z.uu7b 1 Gg4.ao I Lgg.OD rW1:
PRMAL DUTY 1MRAVYOUTY
%COMPACTED 5UddA.1"t I SUBBASE
* - ALTERNATIVE PAVEMENT SECTION FOR BOTH * - CONFIRM WITH GEOTECHNICAL ENGINEER FOR
NORMAL AND HEAVY DUTY PAVEMENT OUTSIDE OF THE PAVEMENT SECTIONS AND SUBGRADE. NOTIFY
NCDOT RIGHT-OF-WAY. ENGINEER IN CASE OF CONFLICT.
* - CONFIRM WITH GEOTECHNICAL ENGINEER FOR
PAVEMENT SECTIONS AND SUBGRADE. NOTIFY
ENGINEER IN CASE OF CONFLICT. -
pAAFAM A9.PEouiAFE"Ewrrs A 7-M KEYS GENERAL NOTES co 3 o it -:
Q Lu
NEW 1'-W CONCRETE CURB AND GUTTER. SEE. DETAIL ON SHEET C8.1. PgVING SPECIFICATIONS: (VERIFY WGEOTECHNICAL ENGINEER) LU GEOTECHNICAL Q W Z = m W
Q NEW CONCRETE SIDEWALK SEE GENERAL NOTES AND DETAIL ON SHEET C8.1 . NORMAL DUTY HEAVY DUTY F- F- U m d O o a
1- 53 NEW ACCESSIBLE PARKING SIGNAGE SEE DETAIL ON SHEET C8.1. 2• IS19 0 OVERR 2" 119.OB VER I* SFS.5A OVER m � ~O U H Z Q) CC
UKr-
6" CABC OVER 8" %ABC OVER 0 KI4 ZZ LL Q O.O Q Z Z. O
O
4 FEATHER CURB AT TERMINATION POINTS. SEE DETAIL ONSHEET C8.1. 18" 100% COMPACTED SUBGRADE 24" 100% COMPACTED SUBGRADE a. a a
5 NEW DUMPSTER PAD & ENCLOSURE CONCRETE DUMPSTER PAD & APPROACH APRON SHALL Q r Z W Z F U
BE 7" THICK, 4,000 P.S.I. CONCRETE OVER 4° CABC OVER COMPACTED SUBGRADE DUMPSTERS 1 ALL CONCRETE SIDEWALKS SHALL BE FULL 4• THICK 4000 PSI CONCRETE WW/1• DEEP GROOVE CC Ec- - cl)U LU U 0
RD6 SHALL BE SCREENED ON 3 SIDES. SCREENING TO BE 8' OPAQUE WOODEN FENCE PROVIDE CONTROL JOINTS AT INI7ERVAlB INOICA7790 ON 817E PLAN. PROVIDE EXPANSION JOINTS 0 W W U U O U W W
TWO PIPE GUARDS PER DUMPSTER, SEE DETAIL ON SHEET C8.2. ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED W. W Z L M
0 ZQOW.
LLI
6 NEW HEAVY DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET THIS SHEET. _ cr M J m U
2.. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. H D. Z La.0 O D.
7 NEW NORMAL DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET THIS SHEET. 3. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION& SIZE OF WATER, SEWER CONNECTIONS & W = O Q
8 NEW LOADING SPACE PER ZONING AND TENANT REQUIREMENTS ROOF DOWNSPOUTS'
4. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS, FEATURES, STAIRS & HANDRAILS, ETC. cn m n O
8 8". DROP CURB. SEE DETAIL ON SHEET C8.1. LLJ .-. 01
S. DRIVEWAYS SHALL BE CONSTRUCTED TO STATE & LOCAL CODES. � W N r-
NEW DRIVEWAY. DRIVEWAY TO BE TO NCDOT STANDARDS. SEE DETAIL 848.02 ON SHEET 08.2 O < F- N n
NEW CONCRETE WHEEL STOPS. ALL WHEEL STOPS TO BE DOWELED TO PAVEMENT' 8. ACCESSIBLE PARKING: AND z U Z
LOCATED 2' FROM FACE OF OBSTRUCTION, EDGE OF PAVEMENT AND FACE OF CURB. PAINT e. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 1/4"-PER p
WHEEL STOPS SAFETY YELLOW. FOOT ACROSS THE SPACE. Z Q
APPROXIMATE LOCATION OF NEW FAMILY DOLLAR PROTOTYPICAL MONUMENT SIGN "I". MAX Q m O
HEIGHT OF V. - b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2• m
a
CONCRETE PAD FOR COOLER CONDENSER OR MORE. Uf�
m MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5.0% (120).
CONCRETE PAD FOR HVAC UNIT } I=) cod. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED PARKING ()
GRASSED ISLAND SPACE SIGNS AS PRESCRIBED BY THE N.C.D.O.T. MANUAL ON UNIFORM TRAFFIC In LU �
CONTROL DEVICES & APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7S, 0 = n
NEW ACCESSIBLE RAMP/DEPRESSED CURB, IN ACCORDANCE WITH N.G ACCESSIBILITY CODE, R7SD "PENALTY• SIGN & HERI5 APPLICABLE, NAN ACCESSIBLE• SIGN. LU M
ADA & CITY OF RAEFORD REQUIREMENTS. SEE DETAIL ON SHEET C6�. 0.
NEW STOP SIGN (MUTCD Rt -1. 3(" X 30-) 7. THE CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THE EXISTING 0
CONDITIONS BEFORE SUBMITTING HIS BID. (y>J
NEW STOP BAR. SEE DETAIL ON SHEET C82. S. ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF LU
CONSTRUCTION, IN CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO 0
THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK.
LEGEND 9. THE PROPOSED GRADES AS SHOWN IN THESE PLANS ARE THE FINISHED GRADES UNLESS
OTHERWISE NOTED. Ili � CD
WATERLINE ----w�---�'■----vb-- 10. THE CONTRACTOR SHALL SUPPLY& ESTABLISH SURVEY CONTROL, INCLUDING THE VVZ v/J - N
HORIZONTAL & VERTICAL CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS W N
EXISTING SEWER LINE ----ss ---ss---ss-- CONTROL & PROVIDE ALL BENCHMARKS, STAKES, GRADES, LEVELS, & LINES NECESSARY FOR CC L U
CONSTRUCTION. CONTRACTOR(8) SHALL PROVIDE ADEQUATE SUPERVISION TO PREVENT f Z
- DAMAGE & MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE W Q co co Oi
EXISTING SEWER MANHOLE QS CONSTRUCTION STAKES SHALL REMAIN IN PUKE & BE PROTECTED UNTIL OWNER APPROVES Z W - CC CC
THEIR REMOVAL ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION O U LU f`
PROPOSED WATERLINE - w-W-w--. ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGES BY THE LL Z Z_ Z ^ t
CONTRACTOR AT NO COST TO THE OWNER. r .'RO C9 � U v
ZiL
PROPOSED WATER METER ®. 11. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL v� J O ro
BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER. MZ (%) WQ Z LL
PROPOSED BACKFLOW PREVENTER a 12. ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAW -CUT. W U g y
%O
PROPOSED SEWER LINE ss----ss- €
13. BURNING ON, OR NEAR THE JOB SITE WILL NOT BE PERMITTED. � - � U.
Ln
PROPOSED SEWER CLEANOLIT 14. ALL FILL SHALL BE COMPACTED TO 95% PER ASTM D 898. SEE GEOTECHNICAL REPORT FOR 3 Ln
ADDITIONAL FILL REQUIREMENTS. I
15. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL LL C
CONSTRUCTION RELATED MATERIAL & DEBRIS. p
IO
18. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF 2
CONSTRUCTION.
��
17. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES.
• �••••
••i•
WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE
• (,,/{/,(
'�N ••i
OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).
•• w•••. %C �
oQ`•r'FEss/o*•y •;
"77L/TY KEY$
18. COORDINATE ALL CURB & STREET GRADES IN INTERSECTION WITH HOKE COUNTY COUNTY &
Q 24* 4 7
k
NCDOTINSPECTOR.
0 .SEAL f.•
12557 i
O EXISTING 8" WATERLINE
19. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF OS% ON CURB.
©NEW PRIVATE 3/4• DOMESTIC WATERLINE (SDR 21 PVC). (NOTE: NO PVC ALLOWED'JNTHIN 5 FT.
OF EITHER END OF BACKFLOW PREVENTOR. PROVIDE BLOCKING AS SHOWN ON 8HEETC8.2
20. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. SEE SHEETS
*i9�Q -• "K..1 Nt�:•'••'� �• A
•i• zT�•••••••� 3
C8.1 & C62 FOR EROSION CONTROL PLANS.
•.• O
•., oN T . �•Zj`L
ONEW PRIVATE 4" PVC SEWER LATERAL 20% U SLOPE SEE PIPE CHAR PROVIDE.
C ,MITE-� ( T).
21. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES & OTHER ABOVE &
BELOW -GRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THE CONTRACTOR'S
�•�■� •■ u•
CLEANOUTS G W We AND AT ALL BENDS AND VERTICAL DIRECTION CHANGES. OWNER SHALL
RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH
-
ARRANGE FOR & PAY REQUIRED TAP FEE & CAPACITY CHARGE FOR SANITARY SEWER.
PRIOR TO START OF CONSTRUCTION.
ONEW PRIVATE 1" IRRIGATION WATERLINE (SDR 21 PVC) NTH 1" METER AND 1" REDUCED
22. ALL ROAD IMPROVEMENTS AT. HWY 401 TO BE COORDINATED NTH THE CITY AND NCDOT
PRESSURE SACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND WITHIN
PRIOR TO CONSTRUCTION.
' A
ENCLOSURE PER HOKE COUNTY REQUIREMENTS.
ONEW 3/4" (DOM. WATER) REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY INSTALLED
23' ALL ROAD IMPROVEMENTS AT N. PARKER CHURCH ROAD TO BE COORDINATED WITH NCDOT
PRIOR TO CONSTRUCTION. -
Q
ABOVE -GROUND WITHIN ENCLOSURE PER HOKE COUNTY REQUIREMENTS.
O 15M GALLON SEPTIC TANK. SEE SHEET C8.4 FOR DETAILS.
24. PE SEALED SHOP DRANNGS FOR RETAINING WALLS) MUST BE SUBMITTED TO THE HOKE
COUNTY ENGINEER PRIOR TO CONSTRUCTION.
U.
© SANITARY SEWER CLEANOUT AT BEND. -
25. NONSTANDARD ITEMS TIE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RNV REQUIRE A RNY
Z
ENCROACHMENT AGREEMENT NTH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
-J
NEW 1"IRRIGATION WATER METER IN BELOW -GRADE BOX
O
BEFORE INSTALLATION.
�. Q
O
ONEW 1" IRRIGATION RPZ BACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND. BFP
20• THE ENGINEER WALL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY
UNDERSTOOD
O
Z
ASSEMBLY AND ENCLOSURE TO BE TO HOKE COUNTY STANDARDS
THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR
OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF
OSUPERVISION
NEW I" TEMPORARY PLUG FOR IRRIGATION LINE
TE
CONSTRUCTION. RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLECOMPLIANCE
Q
NTH THE CONTRACT ULE8 &
=
• CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL METERS AND BACKFLOW PREVENTION
REGULATIONS OF ANY PUBLIC OR AUTHORITY RAVING JURISDICTION OVER THE
�
Z ^
r•�
DEVICES TO HOKE COUNTY PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO
INSTALLATION
WH
MOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES,
ASSUMES. NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
T
i
i O
r
27. ALL CONSTRUCTION SHALL MEET HOKE COUNTY, STATE OF NORTH CAROLINA & ALL OTHER
APPLICABLE STANDARD.
Z
UU
W
UTILITYy NOTES
CC
Z
�- -
• CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES &GOVERNMENT
26. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 811. INS THE LAW.
�■
, ` Y
AGENCIES PRIOR TO COMMENCEMENT OF WORK.
20. NO OVERHEAD POWER LINES EXIST WWTHIN THE PROPERTY LIMITS OR LESS THAN TEN. FEET
OUTSIDE E LIMITS.LIMITS.Q
_ (n L
v'
• DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES, ETC„ ARE TO
W O
1-
CENTERUNE UNLESS .OTHERWISE NOTED.
30. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT FROM BUILDING
� (L V
• THE OWNER SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING. OF ANY WORK, ALL
INSPECTIONS.
Z
le
PERMITS & LICENSES NECESSARY TO ACCOMPLISH WORK PERMITS CAN INCLUDE, BUT ARE
31. EXTERIOR EXIT DISCHARGE ILLUMINATION / LIGHTING SHALL BE REQUIRED FROM ALL EXIT
NOT LIMITED TO HOKE COUNTY ENCROACHMENT PERMIT, GRADING PERMIT, WOR UTILITY
DOORS TO THE PUBLIC WAY IN COMPLIANCE WITH NORTH CAROLINA BUILDING CODE (NCBC)
Q _
COMPANY'S PERMIT FOR THE WORK TO BE PERFORMED ON THEM RESPECTIVE FACILITIES.
1008.
• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
THE THE JOB SITE & LOCATION OF ALL EXISTING FACILITIES & UNDERGROUND UTILITIES
VICINITY MAP
SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY
■
RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR UNDERGROUND UTILITIES
THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS, & IF DAMAGED, THEY SHALL BE
REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER..^--
• THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS, CATCH BASIN GRATES 8 ANY
2"
L a
c ~
OTHER UTIUTY ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRADE
/
)N
• THE CONTRACTOR SHALL PROTECT UNDERGROUND UTIUTIES & THEIR APPURTENAINCES TO
CTB
REMAIN ON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS.
/%_ �
eu
ngIn
/ \
• - SEWER CLEAN -OUTS TO BE PROVIDED AT ALL BENDS ON g' 0 OR LESS LINES. CLEAN OUTS
/%
��
U B
SHALL BE PROVIDED EVERY 80' ON 4"0 LINES & WO LINES. SEWER LATERALS TO BE PLACED
j `
I
AT A MIN. SLOPE OF 1W PER FOOT ON 4"0 LINES &'1/8" PER FOOT ON 6"0 LINES.
i
/ ✓
Drawn By
• WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAN 18" CLEARANCE, OR WHEN THE
1 /30/1 3
SEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN & SEWER LINE SHALL BE
ate
CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN
SCALE: 1" =1 500'
Revisions
STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE
�j
SEWER, OF 10' ON EACH SIDE OF THE CROSSING WITH FULL SECTIONS CENTERED AT THE
DRAWING /NFORMAT/ON
I.2M2M3PER HOKE COUNTY C0MleIs
POINT OF CROSSING.
• UPON COMPLETION OF CONSTRUCTION & BEFORE ACTIVATION OF SEWER LINES & WATER
MAINS, THE CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY INFORMATION TO THE TRUE PLAN
PA VEMENT SECT/ON ENGINEER NORTH NORTH
lAf NCOOT R/GHT=OF=WAY* • THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS,
FIRE DEPT. CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED -
TO THE SUPPLY LINE BETWEEN ANY WATER METER &ITS HOKE COUNTY -REQUIRED , r
ACK COAT IF ' • - BACKFLOW PREVENTOR. v
.
REQUIRED) CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO RELOCAT EANY EXISTING North camillO! p�.cw/UTILITY E SCOPE OF THIS PROJALL ECT MUST B RFACILITIES ELLOCATED, &HICH LICT VOTH SHALL BE INNCLUHE PDED NETHERS UNDER�Ca//811 Befom You Dig `o IN NCDOT RNV CONTRACTORS BID. EE3" 1-2 OVER 4" He OVER - • ALL CONSTRUCTION SHALL MEET HOKE COUNTY, NCDENR AND NCDOT STANDARDS��*^^
W CABC OVER Project Number
SUB -GRADE
SERVICONTCES..TERMINATICTOR O OBE ONcTERMINATING
DEN�i n o oKEcOLAND
iYSTANDD STANDARDS. RANOBEVAER GRAPHIC SCALE 487-038
•COMPACTED SUBBASE - ALL ON -SITE PRIVATE WATER AND SEWER LINES To BE MAINTAINED BY OWNER 30 o t8 30 80 t90
* CONFIRM WITH GEOTECHNICAL ENGINEER FOR • ALL STANDARD NCDENRIHOKE COUNTY UTILITY SEPARATIONS MUST BE PROVIDED FOR
.PAVEMENT SECTIONS AND SUBGRADE. NOTIFY WATER AND SEWER MAINS ( Di 7937 C4
ENGINEER IN CASE OF CONFLICT. Sheet 4 Of is
1 1IIoh = 30 &