SW6130402_APPROVED PLANS_20130418 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMITN O.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM DD

I
VICINITY MAP
NTS
SITE KEYNOTES:
FLOOD NOTE
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE.
IT IS LOCATED IN ZONE X"AS DEFINED BY HUD F.LR.M. COMMUNITYPANEL
NUMBER 3710958400J, WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006.
Ol
CONSTRUCT 2.0' CONCRETE SPILLING CURB AND GUTTER PER DETAIL SHEET
j
O2
CONSTRUCT 2.0' CONCRETE CATCHING CURB AND GUTTER PER DETAIL SHEET
O3
CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET
O4
CONSTRUCT CONCRETE HANDICAP RAMP PER DETAIL SHEET
O5
HANDICAP PARKING STALL
©
INSTALL HANDICAP PARKING SIGN PER DETAIL SHEET
(D
CONCRETE PAVEMENT PER DETAIL SHEET
®
ASPHALT PAVEMENT PER DETAIL SHEET
O
TRANSFORMER PAD BY GENERAL CONTRACTOR, PER ELECTRIC COMPANY
LOT3
PROPERTY OF HMS KIDS, INC.
SPECIFICATIONS, (COORDINATE SIZE & LOCATION WITH UTILITY COMPANY)
PLAT BOOK 2010, PAGE 735
1�
CONSTRUCT DUMPSTER PAD AND TRASH ENCLOSURE, SEEARCHITECTURAL PLANS
N/F
11
CONCRETE WHEEL STOP PER DETAIL SHEET
TRI-ARC FOOD SYSTEMS, INC.
DEED BOOK 2799, PAGE 213
* 1®
BUILDING MOUNTED SITE LIGHT, SEE LIGHTING PLAN
*Q
POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN
1®
PAINT 4" WIDE STRIPE, WHITE
1©
PAINT 4" WIDE STRIPE @ 45°, 2 FEET APART
1�
PAINT TRAFFIC ARROWS PER DETAIL SHEET
1©
PAINT DRIVE-THRU PAVEMENT MARKER
-
`rS.
DM
RIMH 367.04' 'NN �� \ "NO UTURN' GENERAL NOTES: ?
COULD NOT ACCESS) SIGN m
\ DBL. DI �` �� 15" RCP TRAFFIC "' 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY
\ RIM = 367.05' PREPARED BY: AND FROM DEVELOPER PLANS PREPARED BY.'
\ \ INV. IN (IA7 = 363,50'/` SIGNAL BOX - - ROAD COMMERCIAL SITE DESIGN LARRY KING &ASSOCIATES
\ \ INV.OUT (N} = 363.05' ` qA (typ') SIGN 8312 CREEDMOOR ROAD 1333 MORGANTON ROAD, SUITE 201
q ^ I q/� RALEIGH, NORTH CAROLINA 27613 FAYETTEVILLE, NORTH CAROLINA 28305
\ \ \\ \ \ `�t`� I (�^ /Fp TELEPHONE: [phone] TELEPHONE: [phone]
/0 1. - <iy FAX [phone] FAX [phone]
\
O \ /q Ty °G 2st. Z THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE O
sAy� B�jC �� 'O'`liy AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCA TION OF
�pY/ UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
UTILITY ELECTRIC HATCHI O<7 �� � T /C Z �
POLE SOX DENOTES 7y �pc `� . leb yr0 tiF 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
J PERVIOUS G�Pe ��� / �'c(y AND LOCAL CODES. OW
/
O G\\ CONCRETE \ �i/. `� \\ '9 h 4. ANY DISCREPANCY /N THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO W
THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
O O 11 RESPONSIBLE FOR VERIFICATION OF ALL SETBA
EASEMENTS, AND DIMENSIONS
SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
S
TRAFFIC 5. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE
SMH �YS O / 2y, F\ \ SIGNAL BOX RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
RIM - 367.83' OCq ry /SR - (tYP') OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE W
INV IN (E) 362.83' \ Q 2 / O Oti CA �� "Nf
CONCRETE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROMALL OF ~
S J ^0' OG O Q
INV. OUT (W) = 362,58' S' O `� �� THE PERMITTING AND ANY OTHER REGULATORYAUTHORITIES. FAILURE OF THE O
ISLAND CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO
ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK
. • OG R</,y /Y �� ` "DO NOT ENTER"'; MANDATED BY ANY REGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN
9R, Q - . ` \ F \ �� \ \ ` \ AND "STOP" SIGN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTYANO LOCAL Z
C.B. QJ p `i - 9.0 `� CODES.
TIC = 367.84' Tr ti I �` ': .° , (IyPi 1 OL O� /y .
Fnh, `�` 6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
2
AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
`\ II Z `\``\ ° ho �gpGT / \ \\\\� 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
10 � � O A
�`� - 0-'• �y TF / 899" `�� SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM
15'R ````. mh y�`� �`� `. N 9.' • �A� OG \� \�`� OMH \ ANON3T ENTER'
DAMAGE.
RIM = 361.72' 8. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAINmi
�^ U
20'SANITARY
O`5 S O i �\� i .\ ` BSp • SEWER EASEMENT `�`� / INV IN (NW) = 358.22' UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY. Q L_ Z
SR `��� `:9CF B.O.M. 201Z OG `� / INV. IN (S) = 358.4T �• ('� `O (,3
`N�. O' `O sp, s ' 2 FIGS. 150-153 \ � INV. OUT (SE) = 357.72' 9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND70R MATERIAL
ti INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. 5z
G<o`NCSFT \\\`,` 4" SANITARY SEWER OG \ \ \ i ^y�GQ\\\\\ \ \ 10. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.
s0, 2 ,� @,y FORCE MAIN (PER C1 \ `' ,
CI_ FORCE
�' c'� ��� DEVELOPER'S PLANS) \ \ DBL. 11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
5R +-.�, BO OFS \`WU� \ RIM=361.66' ��
6 ` \ FIRE HYDRANT (TYP.) \ INV. OUT = 358\� �` 12. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS -FROM THE SITE 333
SITE IBM ON FLANGE \ .\ /Y `� �/,p, UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING ® "
6 R `�` BOLT UNDER SET SCREW �� / `�` O j \ `�;'PC,A CONSTRUCTION. Cco
1 5 l 8 IN \ I` ELEV = 363.85' ` G \ �� //LLJ
a
i 60° 3R .\ a 0 ,� `` (NAND 88) ` ` \ /�� WATER 13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION P
20 OL `� �DQ VALVE \ LIMITS"BROOM CLEAN A TALL TIMES.
` `� \
14h 11 2 � 2 11 ,�``� `.\ IRRIGATION �\ j \ �NX, 14. GENERAL CONTRACTOR WILL ERECTAND ILLUMINA TEA SITE IDENTIFICATION SIGN, PER
�h\aQ /40 / 1 O PV } ® 6 24 S 11 \\ \ -,CONTROL VALVE �i \ \ OWNER'S SPECIFICATION. COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE V
S L I \ `.
15. FINISH CURB AND WALK ELEVATIONS SHALL BE 6"ABOVE FINISH PAVEMENT GRADE n_
y �' 1 GREPSEM2p12�\ 49-
\ UNLESS NOTED DIFFERENT ON PLAN. ^
8 �•MCNI
150'153 `� -^`�� SSS' G \ \ \� 16. CONTRACTOR SHALL ENSURE THAT ADEQUATE SITE LIGHTING IS PROVIDED <
6 Q� / �'O `' 1 PGS \I ; 11 yP - \� PER OWNER'S SPECIFICATIONS.
1 / J
30'R ) O 11 155R1 07i \ \ \ 17. ALL RADII DIMENSIONS ARE TO FACE OF CURB. C
/ h. o; y. j 1 1 r r \ \ 18. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS J
�' ' s \ OTHERWISE INDICATED. O
/ 1 Lt 1 / / / WATER G
* 1 SAFETY RAILING, COORDINATE WITH ARCHITECT TELEPHONE /S.�P�/ JO3 16 / 1 LIGHT j i VAULT O
® PEDESTAL ® OB Atp `SO• POLE / // /CONCRETE PAD \ 19. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE
ASPHALT-•�
1
1® SITE IDENTIFICATION SIGN, MAX HEIGHT 15" MAX AREA 200 SF, COORDINATE WITH
(typ.) OJ
SIGN VENDOR AND COUNTY
/
® EXISTING FIRE HYDRANT
ELECTRICMETER /
©1 MATCH EXISTING CURB & GUTTER
C.B. UTILITY /SS/
® MATCH EXISTING ASPHALT PAVEMENT
/
. 367.61' POLEDMH
© ASPHALT/CONCRETE TRANSITION PER DETAIL
/
M RI
R/= 367.50'J
•.,.
*® INSTALL MENU BOARD AND SPEAKER
O /
© PATIO AREA, 2.00%MAXIMUM SLOPE IN ANYDIRECTION, COORDINATE
SEATING WITH ARCHITECT"f
0,
*® COKE PREVIEW BOARD
*© INSTALL DIRECTIONAL SIGNAGEAS NOTED
1 / 60° �h
® INSTALL "STOP" SIGN PER NCDOT AND MUTCD STANDARDS
G
©9 PERVIOUS CONCRETE, SEE DETAIL SHEET"
* ITEMS SUPPLIED BY WENDY'S CONTRACTOR
nMH
/ A
SITE LEGEND
SPILL CURB
HANDICAP RAMP
HANDICAP STALL
CONCRETE
PERVIOUS CONCRETE
PROPERTY LINE
-�
SIGN
•
BOLLARD
EX. FIRE HYDRANT
FENCE
-X-X-
so
POLE MOUNTED AREA LIGHT
O
PROPERTYCORNER
F.F.E. =XXXXX
FINISH FLOOR ELEVATION
� - •i 1 (typ) DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY LW=
isf '/ / G MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN J
Q 2?'O.O ; 1 //• W \ ACCORDANCE WITH THE SPECIFICATIONS.
It
U w
20. ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS
THAT ARE PLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND
15'R If 112R MULCHED WITHIN SEVEN (') DAYS.
21. THE CONTRACTOR SHALL VERIFY LOCATIONAND ELEVATION OFALL UNDERGROUND
UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
THE PLANS AND 'WHERE SHOWN ARE ONLY APPROXIMATE THE CONTRACTOR SHALL ON
HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION
�/
SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHERr; 06.6 / OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE
SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
' S ! �>L 7 8 �`\ ti KO Qs / • '/ / STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL U O)
20'R `�` ,co S� / / NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA Z 0
"ONE CALL"AT 800-652-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. O
00• CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. Q 3 «�
?
22. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND C) 0C 0
!p Q?h SHALL CONFORM TO LOCAL REGULATIONS. Qct
® •�Q to
„ r ; - vy7 L' "/ •.o / b ICE Q� / / �� yQ� i / 23. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER Z�- w t0
Q�Q• BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 98% OF THE U
' HATCHING - d .. 2 j / / / 3� 0 / STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT. Ltl Q
O r / G v / / PUBLIC UTILITY AND C cti
co
DENOTES - t O / / J / 24. THE CONTRACTOR SHALL MAINTAIN AN AS -BUILT" SET OF DRAWINGS TO RECORD THE N
PERVIOUS y wJ / / STORM WATER Z
/ ACCESS EASEMENT EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL SE GIVEN TO fq Z W 20'R Q CONCRETE '•©g / / / �Q- / BOOK OF MAPS 2012,
(typ') i i i Q i / PAGES 150-153 THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL j- Q M n
ryh• b: / / / / / r LETTER TO THE ENGINEER. W (n W Q `"
zto
® �h .�05• j / j �� j / 25. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND 3 w a LIJ
SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND
THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE
�O j / MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.
e0 7 20 1 / If�
i / ! 26. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
20' SANITARY SEWER EASEMEN i i i Cif // ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
p BOOKOFMA 520f$'FAIJES•15D STATE, COUNTYAND LOCAL CODES.
2 85 LF 2 - Q•- �j JG / 27. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING V
.Q/ LOT 2 DIMENSIONS. Q Q Z
\
NORTHGATE SUBDIVISION 28. ALL PARKING LOT DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. W (� (4 Co
PLAT BOOK 2011, PAGE 641 Z W W
O8 PTY) jS1 j N/F 29. CONTRACTOR SHALL COORDINATE EXACTS OF HVAC CONCRETE PADS WITH 0 UI Z
/ \ / 14 / MECHANICAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS. = Q
SEWER QOOc a Q: Q� RALPH HUFF HOLDINGS, LLC j co Vt
CLEANOUT \ - ,a I.. , - - n J / PLAT BOOK 2012, PAGE 150 30. ALL SEEDING, TEMPORARY AND PERMANENT, TO 8E INSTALLED TO LOCAL REGULATIONS :
\ 5'R INN/O / i / OTC % / AND STANDARD PRACTICES. uc
"nin s 0
i i i 1� i / 31. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF Q Q Z
THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS J = Q
20'R r i / SPECIFICATIONS". 0 2 Q Q
N 32. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION a
20'R `J' �i / / i i IG� PURPOSES ONLY.
O 2 0^ / / j O.J / 33. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE ® L�L
n50 % j er / IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM.
20'R/LIGHT
/ / POLE r / 6 34. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED
% LOT 6 / / / CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
NORTHGATE SUBDIVISION 1 ��� r (tYp')r r
r / / COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
/ PLAT BOOK 2011, PAGE 641 /jSoo 1 20 0 / / a7y �G� / CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
N/F ? O 1 i ^ j i r e6 �O / THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYAND NOT BE LIMITED TO
/ ELMWOOD HOLDINGS, LLC 1 wN x` NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND
i �` / �`�
PLAT BOOK 2012, PAGE 150 k" n If/ HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OFANYAND ALL LIABILITY,
/ REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
BOOK OF MAPS 20121 PAGES 15
20' DRAINAGE EASEMENT '�r i / ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN W
1 o• `./ /
PROFESSIONAL
1 FIRE HYDRANT g11E DN�riyyy
SITE IBM ON FLANGE "•n,S7G G.B. (UNDER CONSTRUCTION) 1 / r �. j / / BOLT UNDER SET SCREW G� C CORpO Q : 2 . �. ; 0; LIM0 1*,
I i r • `c APP uv � of v
TOP OF BLOCK = 357.26' _ / 1 �. ELEV. = 359.83' 9� < o? ...
INV. OUT=352.26' SMH 1 I Iq /hh S i 11 i� / ( ) 6t O -- C� i r V Se d::cumenk i+,.
NAND 88
_ �orih C oNnP
RIM = 357.85' L��
em des
INV. OUT= 34 7.85' r "�. �nfon Ry w�'� 1 n dl :e vna h.
PROJECT NO. BRI-1301
UrZn� 'f
1 I I SEWER \\ N� ',J :`x c� 1Y YDZ FILENAME: BRI1301-SP
I I / J CLEANOUT ��• Z�_z.oL3 DRAWN BY
WATER 11 i/�/ O�QQ // /Z {ti'P.I uum ea air, 5lTV,y-(7��eVd. .IWR
METER 1 i``Y \
(EMPTY) 1 rry 1I, \g, `
GRAPHIC SCALE
20 0 10 20 40
20' SANITARY
SEWER EASEMENT\ =
BOOK OF MAPS 201 Z PAGES 150-153 Iti.R r / \ \ ` L inch 20 ft.
CURVE TABLE
CURVE
I LENGTH
I RADIUS
TANGENT
CHORD
BEARING
DELTA
CI(FIELD)
46.43'
1 30.00'
1 29.31'
41.93'
N 14°0542"W
88°40'14"
Cl(RECORD)
46.41'
1 30.00' 1
-
41.92'
N 14°03'19"W
SCALE.
1 "= 20'
DATE' 03-2013
SHEET NO. C-2