SW8050416_Approved Plans_20050825

CITY OF WILMINGTON DEVELOPMENT INFORMATION: BUILDING DIMENSIONS SEE SITE LAYOUT PLAN EXISTING AREA TABULATION
NOTICE: EXISTING UTILITY LOCATION
PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY,
TRAFFIC NOTES ,;
NAME OF DEVELOPMENT: CHICK-FIL-A RESTAURANT AREA: 4625t SQ FT. IMPERVIOUS AREA 0 (ZERO) STORM DRAINAGE FACILITIES, GRADING & PAVING, AND OTHER RELATED
NUMBER OF SEATS 174 CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL t � � �, '
UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED "'
MAGNETIC 1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND HEIGHT DISTRICT: N/A PERVIOUS AREAk,E; \
APPLICANT NAME: CHICK-FIL-A; INC. ACTUAL BUILDING HEIGHT: 19 -6" MAIN BUILDING TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY
FOR DRIVEWAYS SHALL BE THERMOPLASTIC AND MEET CITY 5200 BUFFINGTON ROAD ( ) ( ) AGENCY FOR APPROPRIATE FIELD LOCATION MARKING. THE CONTRACTOR
AND/OR NCDOT DETAILS. ATLANTA, GA 30349-2998 25'-0" (PARAPET) WOODED 65,906 SF 100.OQ%
2. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OUTSIDE OF BUILDING OCCUPANCY A2 SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE i R
THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY PHONE No, [phone] NUMBER OF STORIES ONE (1) TOTAL AREA 65,906 SF (1.513 ACRES) BEEN LOCATED & MARKED TO PERFORM THE WORK IN A SAFE MANNER r
OWNER.
P.O.C. - MR. KEVIN KILGORE TYPE OF CONSTRUCTION 5B WITHOUT DAMAGE TO EXISTING UTILITIES. aka ,
3. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO ENGINEER: G. ROBERT GEORGE AND ASSOCIATES, INC. NEW DEVELOPMENT AREA TABULATION zf 3R"R
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM P.O. BOX 32158 REQUIRED MINIMUM BUILDING SETBACKS
TRAFFIC CONTROL DEVICES) STANDARDS. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL, I, s�
4. THE CONTRACTOR SHALL CONTACT MR. TOM PLATT WITH CHARLESTON, SC 29417 IMPERVIOUS AREA AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, r . �' 1i`
Q5, KEY STONE PHONE No. 843 556-4261
RETAINING TRAFFIC ENGINEERING, PH 910-341-7888, WHEN WORK IS ( ) FRONT (MILITARY CUTOFF Rd) 75' PRIOR TO CONSTRUCTION.
WALL `\\ PLANNED WITHIN THE VICINITY OF ANY TRAFFIC SIGNAL FACILITIES, P-O.C. - MICHAEL S. WHITE, P.E. (REDUCED SETBACK ONLY PERMITTED WITH ADDITIONAL STREET BUILdINGS 4,$37 SF
AT LEAST 48 HOURS PRIOR TO BEGINNING THE WORK. YARD PLANTINGS AS REQUIRED IN SECTION 18-212 OF THE CONCRETE & SIDEWALKS 11,433 SF SITE PLAN DESIGN NOTES & KEY PLAN
T.W-=32.27 5. THE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANY PROPERLY ADDRESS: 6891 SWAN MILL ROAD (TRACT 3) CITY LAND DEVELOPMENT CODE.)
r.w.=32.24 BROKEN OR MISSING SIDEWALK PANELS AND CURBING. MAYFAIRE COMMUNITY CENTER ❑1 DIRECTIONAL ARROW 1
6:
MILITARY CUTOFF ROAD RIGHT SIDE-(ADJCENT WETLAND) N/A PAVEMENT 24 626 SF C4.0 %
2
❑ DRIVE-THRU GRAPHICS ?.
KEY STONE LEFT SIDE -(PUBLIC R/W) N/A SUBTOTAL 40,896 SF (62.05%`,
RETAINING WALL IS A=46d8'36"
ALONG PROPERTY LINE R=51.00' ADJACENT ZONING & LAND USE: ZONING LAND USE
0 STOP LINE GRAPHIC
L=41.07' REAR -(ADJACENT WETLAND) NA/ PERVIOUS AREA C4.O 4 520Q Buffington Rd.
A=87d43'10" FRONT - (E) N/A MILITARY CUTOFF ROAD ❑ PAINTED HANDICAP PARKING SYMBOL
40 41 R=25.00' RIGHT SIDE - (N) N/A WETLANDS LANDSCAPE/PLANTING 25,010 SF (37.95%) C4.0 Atlanta Georgia,
L=38.2T jw, LEFT SIDE - (S) N/A PUBLIC R/W PARKING SUMMARY ❑ TYPICAL SIDEWALK DETAIL WITH FRAME PATTERN 5
16A 322g RAISE ELEVATION OF C4,0Q34-2995
20 EXISTING MANHOLE REAR (W) N/A WETLANDS REGULAR SPACES 52 TOTAL AREA 65,906 SF 1.513 ACRES
w (SEE GRADING PLAN HANDICAP SPACES 3 ( ) ® CURBED HANDICAP RAMP DETAIL C4.0
AND SITE UTILITY PLAN)
�� � �# ,���� '�y �z 32� LOT SIZE: 1.513 ACRES TOTAL 55 ❑7 CHICK-FIL-A MAIN ENTRY HANDICAP RAMP 7 ReVISIOns,
48�' f RF & y END OF \ MINIMUM PARKING STANDARD (1 SP/4 SEATS OR 80 SFGFA) C4-0 7A
�4 s A=48d59' 28"
INSTALL CITY APPROVED a �, T' S7 R=41.90' ZONING INFORMATION: 7A HANDICAP RAMP WITH FLARED SIDES
� � � � ��zL+. ,xr=•� `` � ; �, � SFr F L=41.90' RAILING MAXIMUM PARKING STANDARD (1 SP/2.5 SEATS OR 56 SFGFA) ❑ C4-0 Mark Date B
DIRECTIONAL ARROWS FOR TRAFFIC x� q�N� 48 \ (NOT USED)
x.8 CONTROL, USING CITY APPROVED ? "' 4 ti MINIMUM = 39 SPACES
THERMOPLASTIC PAVEMENT MARKING ' ay '' h. n f x `, G �q�l T �a INSTALL CITY APPROVED EXISTING ZONING: MX (SHOD) ® TYPICAL SIDEWALK DETAIL WITH CURB &GUTTER
MAXIMUM = 62 SPACES � $-19-05 MSW
MATERIAL IN ACCORDANCE WITH Ii� 32,I DIRECTIONAL ARROWS FOR TRAFFIC EXISTING LAND USE: VACANT STATISTICS. C4.0 1
CITY DIMENSIONAL REQUIREMENTS,z- z ? . yes cM z� 3? 9 CONTROL, USING CITY APPROVED S O 3 A
r�
s". es THERMOPLASTIC PAVEMENT MARKING PROPOSED LAND USE: RESTAURANT TAX PARCEL I,D,#: R05000-003-101-000 ® 24" CURB AND GUTTER - CATCHING &SPILLING
IV, MATERIAL IN ACCORDANCE WITH
SQUARE FOOTAGE BREAKDOWN: ADD HANDICAP
TY DIMENSIONAL REQUIREMENTS. C4.0
10 STANDARD PARKING STALL &STRIPING DETAIL. 10 ACCESSIBLE SIDEWALK
8"SS \ \ti x WARNING/CAUTION: UNDERGROUND DINING A 1525 SQ. FT. ❑ NEUTRAL AREAS SHALL BE MARKED WITH 4" WIDE C4.0
4; 44 INSTALL SAFELY RAILING DINING 8 298 SO. FT.
-'' 8" `�D 5.v�a ,x ALONG TOP OF EXISTING ELECTRICAL FACILITIES. STRIPES AT 48" O.C. UNLESS NOTED OTHERWISE.
wv SS �' � '` �' `� '� �• ;�`�'��,'� �, ! RETAINING WALL. � ORDER AREA 320 SQ. FT.
8"W 8"W '$� - W „"'S "� THE CONPRIOR OTRACTORTHE SSHALLTILONCAOTE AND EXPOSE (BYILHAND 1,507 SO. FT. LAY AREA 309 SQ. FT.11 (NOTTRASH EUSED'E FOUNDATION PLAN 11 Mark Date By
KITCHEN/SERVICE C4.0
EXCAVATION THE EXISTING UNDERGROUND ELECTRICAL
..:,Xt. a RESTROOMS
ALT. DRAINAGE PLAN
CABLES RECENTLY INSTALLED BY OTHERS, AND MEASURE 415 SQ. FT- 12 TRASH ENCLOSURE 12
��¢ h ��coh I THE ELEVATION AND SIZE OF ALL CONDUITS AND CABLES. MISCELLANEOUS C4-0
ELEVATIONS SHALL BE MEASURED AT A MINIMUM OF THREE (VEST/STORAGE/ 13
a � �,, T 13 TRASH ENCLOSURE ALT. FOUNDATION PLAN
PE -INSTALL �/ �,3 �qo A LOCATIONS WHICH SHALL INCLUDE THE TRANSFORMER PAD, MECH f ETC.) C4.0
- (NOT USED)
>B CP. x - YEILD SIGN Y$ h z3 F r '; 403 eao �FT� ys� MIDPOINT, AND THE RIGHT-OF-WAY. THE CONTRACTOR SQUARE FOOTAGE:
CURB „ SS.MH. SHALL COORDINATE WITH THE ELECTRIC COMPANY AND/OR 14
PE INLET RIM 30.76 34° " p E V f) `:'" / 2 T3 gG q�'F 14 DRIVE THRU PLAN VIEW
,, 43 rt; ri. I r. y' S F,S qti UTILITY LOCATOR SERVICE, AS NECESSARY. REPORT RESULTS RESTAURANT 4,625 SQ. FT. ❑
<, INV.: 24.33 h':z,; r, 3 , Sp,. OO. �qa s9 SERVICE YARD 139 SQ. FT. C4.1
sopgyf. .oy Ty OF MEASUREMENT TO THE CHICK-FIL-A PROJECT MANAGER
qi qs S'v 15 DRIVE-THRU ISOMETRIC VIEW QDT
F 1 6 gs �Fs F FOR EVALUATION TO DETERMINE IF ANY SUBSURFACE Sea
CONFLICTS WILL EXIST FOR NEW FACILITIES CONSTRUCTION. SEAT COUNT:
16
L=87°9',zh fi","fi 339 ?oQ zo DO NOT INSTALL ANY ON -SITE FACILITIES UNTIL EVALUATION DINING "A" 140 SEATS 16 DIRECTIONAL SIGNAGE
ss 4 ryA IS COMPLETE AND AUTHORIZATION TO PROCEED WITH 34 SEATS C4.1
DINING „B"
ON -SITE INSTALLATION IS RECEIVED FROM THE CHICK-FIL-A TOTAL 174 SEATS ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM
x , o
ALL DRIVEWAY MARKINGS s \ „; F. c�1 y OJECT MANAGER. TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF
AND STRIPING SHALL BE F \
TRANSPORTATION.
THERMOPLASTIC.of
quo �r+i
iOW AWAY ZONE
REMOVE PORTION OF EXISTING F ❑ ❑
\ mod' 9 1 t�%V 2Q 16A STOP SIGN, STOP)
16B HANDICAP SIGN
0 40 41 \ o L� n' '
CURB AND GUTTER TO �. '° eft x ,
ACCOMMODATE NEW CHICKEl
-FIL-A o a, \ YARD INLET \ '�• ' . R YSO' /-
y� RIM. (UNDER
DRIVEWAY. REPLACE WITH mo h A A� CONSTRUCTION) \ 2�i� x / J' C' 12 33 INSTALL SAFETY RAILING • 00 z; W
CONCRETE VALLEY GUTTER rn a n INV-: 27sT \\ ° tic N
z A \ 24 3
ACROSS ENTIRE DRIVEWAY. ALONG TOP OF EXISTING (NOT USED)
o \ h RETAINING WALL. WAY WAY �i�� °•. �C' es
A �`� 16 "CIRCLE BUILDING Eli
.....•••' ee
N - v_ EXISTING FOR DRIVE THRU" DO NOT ��+
[PORTION OF EXISTING or u
REMOVE PORTION OF ��\z41 P A- / Q SIe a'Xs' CONCRETE e0
o m SIDEWALK TOL�"' +�,_ (/ TRANSFORMER \
EXISTNG SIDEWALK AT q s, a �� f Mp
NEW CHICK-FIL-A DRIVEWAY AD "RIGHT "
DIRECTION" DIRECTION"
/( less
P ENTER
m �\
9�`�i--4ra�7'5" I39.. �R !� _
% A 16d46'S"
z a CONNECT TO B GAF,�__ r4 32
o r m q EXISTING SIDEWALK 4� % 46 R=37.00' [NOT USED)
R- 1� t10° 16 "WATCH FOR 16E
f , 2.55' 1 2 L=10.83' " "ONE WAY" SIGN
�� 9lT,, / 1 SC 6' PEDESTRIAN SIGN
o SIDEWALK SHALL BE �\ /t ' �04T( %' . ` 5>(USE APPLICALBLE DIRECTION)1 6F"DO NOT ENTER"
CONSTRUCTED TO IT]
17
/
\ HANDICAP ACCESSIBLE '��.
TRACT 2 ROUTE STANDARDS. \ 25 26 33• 7' T 17 CONCRETE LANDSCAPE & IRRIGATION PROTECTOR
"COMMUNI TY CEN TER
END CURB WITH { * �' h ::,',<�..., 1 8 (?C4D1
\ .:,i 1 .. u, x.e �':4r,. �� ��J '! 1 t v :/ 'I'zS ' .I `i Af'i ❑MAYFAIRE i LLC YARD INLEr A TAPER ON EACH°'v CONCRETE WHEEL STOP DETAIL .� 45 a { gEND OF Z
O SIDE OF LANDING \ y�?v, / G 1 r-co
MAYFAIRE DEVELOPMENT PHASE H \ SERVICE LINE CLEANOUT (SEE UTILITY DETAILS) 24 \ \ � K 8' p RAILIN 19 S S w cv as
(FUTURE DEVELOPMENT) / �y y.. " x;., '� 04 �- . ' •S C4.1
p16T 16D acv MAP BOOK 46 PAGE 214 PROPT TYPI
CAL LIGHT POLE BASE
DETAIL
C
cn
FOR F
J , 39' S" r , \
\ RELOCATIOf"" \ a� ��s LPs. fG SEE V!/ARNING HANDRAIL ELEVATION z
\ J C
C411
\ _ NOTE. _ x.- f 12.78' 6' •
En
21
" ► / - 22 TYPICAL ADA RAMP AND HANDRAIL G>r
s - - - p�- (NOT USED)
-`
3
., , • r• h 1 77' 23 gC41
L E G E N D RELOCATE EXISTING FIRE F 10 12 78'1 y< �.y ��"..,Yh� A=E2d45'S7"- -----� ,.?.s. PIPE BUMPER POST DETAIL�HYDRANT A A LOCATION r,: 9' ~:. P "kti,�r z _PF IPS Q dlQ R 25.00_ 15 23 �
5 AUTOMOBILE PARKING BUMPER POST DETAIL W @�
PROPERLY LINE IRON PIN FOUND OR SET 5 FEET BEHI NEW \ R 5 2 ' x L=27-39' 23A 23A Q w �
n I C4.1 z J
ADJACENT RIGHT-OF-WAY LINE CHICK-FIL-A C B. AF \ ?�• %'` Pf n, - •'`�'� �O I � � 1a41' l� � rn
.: �• xIF 37 I A=65d27'S6" (NOT USED)
Q m 2 , �' R=37.oO' rW 24 24 z A M
r s 1 , o O L=42 28' 2� TYPICAL PAVEMENTS SECTION w
CENTERLINE A IV :$ \ ! P>` O „ I ❑ EC ON C4.2 W E" n�u
> e C3 .� rw
NEW cuRe &GUTTER (CATCHING) 8 I 23.07' 25 TRANSVERSE & LONGITUDNAL CONTRACTION JOINT 25 a sin �0
I- - - mil/ C4.2Z co
® A
NEW CURB &GUTTER (SPILLING) INSTALL "CITY" A \ \ \ _ IS y
APPROVED HANDICAP INSTALL "CITY° - 4 ' 20 26 TRANSVERSE 8c LONGITUDNAL DOWELED CONST. JOINT C4.2
EXISTING CURB & GUTTER
GROSSING SIGNAGE. APPRovEd HANDICAP \ PE �= / �� � ��77
LK ° CROSSING SIGNAGE. _ a 37 31 27 CONCRETE APRON @ TRASH ENCLOSURE &E2x oEXISTING CONCRETE SIDEWA }CONSTRUCT NEW 6 6 "_ ''39' i 0' 38NEW OONCRETE SIDEWALK �R.=235JC�1 W o
"CITY" APPROVED \ eE L-as-sz', 55.79' 28 CONCRETE PAVING DETAIL © DRIVE THRU LANE 28 W
/ 14.21' j2 a C4.2 G
-SD SD= EXISTING STORM DRAINAGE AND STRUCTURE HANDICAP RAMP. .J \�
p� \ Ar 4 5 f 8 44 , t ` t T_ a�f5
NEW STORM DRAINAGE AND STRUCTURE B'XB' CONCRETE a o 29 MENU BOARD & CANOPY ORDERING STATION O
7RANSFORMER m o ? LJ
17 EXISTING CONTOUR LINE PE PAD P / '` '` '- �,� ,, �' a g rm M a m 30 FLAGPOLE
17 FINISHED CONTOUR LINE� C `V ECX SERIES 50 FOOT FLAG POLE PACKAGE, BY APPROVED
INSTALL CITY APPROVED P� \�� �' ° > ❑4
+ °a EXISTING GRADE HIGH VISABILITY CROSSWALK USING a z C 2O `
a� ❑=Jm�n� VENDORS; THE FLAG COMPANY OR ATLAS FLAGS.
o THERMOPLASTIC PAVEMENT MARKING / / }I 2
o- MATERIAL IN ACCORDANCE WITH
+ 6- EXISTING GRADE, TOP OF CURB, OR CONCRETE ° E V !d% 45 2 29 y N 31 GREASE TRAP (SEE UTILITY PLAN)
' CITY DIMENSIONAL REQUIREMENTS- p n � \ � s * `-cnn
-�-X 398,0 FINISHED SPOT GRADE, FLOW ARROW \ '� 1 6
G \ (AA46d45`56"(� A 66d22'1
' 32 TRANSFORMER (PAD MOUNTED)
x® FINISHED SPOT GRADE, TOP OF SIDEWALK/CURB ❑ ❑ �" \\ IR 20 oo' I- 13 1 oo' DUMPSTER/STORAGE BUILDING (SEE ARCHITECT PLANS)
43 44 \
x M-e-c, FINISHED SPOT GRADE, MATCH EXISTING GRADE
PP INSTALL NEW "KEYSTONE" � Z�� \ - � � � -
100' S.H.O.D. 34 CHICK-FIL-A PRIME SIGN (NOT USED) STORE
EXISTING POWER POLE, OVERHEAD ELECTRIC
WIRE RETAINING WALL AND RAILING S r--�� _ � � � � ��� ,-� 16B
LINE AND GUY ' } I BUILDING SETBACK' I�T�+
ADJACENT TO RIGHT-OF-WAY LINE L L A=s7d39'44" ` 1 r 24 36
UNDERGROUND ELECRICAL LINE BACK -OF -SIDEWALK (BY OTHERS). PROPOSED L.P. \\\P-5•oo 1 j:, 37 SERIES O 3 A
35 CHICK-FIL-A "ENTER" SIGN (NOT USED)
EWALK CONDUIT ONLY
u000 CHAINLANK EXISTING FENCE LINE (WOOD OR CHAINLINK) REPLACE ALL DAMAGED SID \ (TYPICAL) r E og _ n
TO MATCH ORIGINAL CONDITIONS.Of
5 35A CHICK-FIL-A "EXIT" SIGN (NOT USED) AUG 2Y TRACT 3.
EXISTING SEWER MAIN AND MANHOLE \ A 90dU'0"
s a f _} R 5 oC' PRE- Y C TR
W.V. EXISTING WATER MAIN WITH VALVE �P��® L-7 & I 10' tilr SELL MENU BOARD T
-7.85` x �,< ...• , 1 Playground �� 36 COM IVI U V I I
-�37 BITUMASTIC EXPANSION JOINT, TYPICAL. INSTALL EXPANSION JOINT
-- �V--G-� EXISTING GAS MAIN AND VALVE OR METER EDUCED ❑ UIL MAYFAIRE
'-- - �' _ 100- 24 8g 75' R BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITH B DINGS, A T
PED Or EXISTING TELEPHONE LINE AND PEDESTAL CLEARANC 5.15'^�P -- -
PROPOSED LIGHT POLE ° a I J I I Iy Q �,� BUILDING SETBACK CURB &GUTTER, AND OTHER CONSTRAINED OBJECTS.
iI i ( a O p A=90dD'o" (SEE CONDITIONS) 3$ SITE CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR THE WILMINGTON, NC
R=25.00'Cn
11 DS ROOF DOWN SPOUT " 2, �/ L=39.27' EXACT DIMENSIONS OF THE BUILDING AND THE LOCATION OF
- 30 DOORWAY UTILITIES, ETC. CV
® EXISTING MONITORING WELL AL
S, S, Ar' � i�" L ii �,/' Y�
15" O EXISTING TREE, SIZE &SPECIESJ'
I., 2$;, c A E1L'I ry, LIT SHEET TITLE
A=68d41 7" 52.00' , 27.26 ❑: 39 GATES TO BE INSTALLED BY BUILDING f7t�IT(ACTOE� (dhfiM 1I 'SION
0 - OAK, P - PINE a w R=20.o0' 121.28 DUMPSTER STRUCTURE. COORDINATE 4VC�IET�A� ER QIJALItY SITE
n-=23.98' IN �i1 o'J
20 10 0 20 40 INSTALLATION.
50' SHOD `���Jy, �T
14
SCALE 1 "=20' Y lti 28 - - PARKING SETBACK 40 SAWCUT EXISTING CURB AND GU�EiE6� g
Feet COMPLETE NEW CURB AND GUTTER CONNECTION ID �6
Scale CURB INLET w 40 REDUCED EXPANSION JOINT BETWEEN NEW A%b4D,.E.wS H,4d% Imo."�"LAN
TOP: (UNDER CONSTRUCTION) 121.28' - - - PARKING SETBACK 41 THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL, DWG EDITION 011
NOTICE: PEDESTRIAN SAFETY RIM. (UNDER CONSTRUC770AI IPS. A=79d3'10" 20
INV.: 24.05 CURB R-32.00 A=9Od0'O" (SEE CONDITIONS) SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL
INLET L=44.15' A=7d48'27" 9 R=37.00'
THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE 15' R.CP- R=20.00' L 58.12' r-• MEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFIC ❑ P rel i m I n a r
EACH WORK AREA FROM PEDESTRIAN TRAFFIC AND TO INSURE SAFE L=2.73' 1 _ � y rloV r n AND TO ASSURE PUBLIC SAFETY. Y
PEDESTRIAN PASSAGE AT ALL TIMES. E
':IITAI 8C% Submittal
M �A o 0--'DN 42 CONCRETE VALLEY GUTTER ENTRANCE DETAIL C42 For Construction
THE CONTRACTOR SHALL ALSO UTILIZE SAFETY WARNING SIGNS, rn rn <I 1 ��' C _ ,uTY
BARRICADES, AND OTHER RELATED MEASURES, AS NECESSARY.
THE CONTRACTOR SHALL COORDINATE PERIODICALLY WITH THE41 43 RETAINING WALL DETAIL 30
PROJECT MANAGER TO REVIEW SAFETY CONCERNS AND ADVISE OF CHS8233.95' F.E.S
ACTIVE WORK AREAS. cN=33.95' INS: 24.00 � 44 G4.2 31 Job No. 0 1659-2
ARC=34.1T r F'..:;,,; i10•-
RAILING SECTION ADJACENT TO RETAINING WALL C4 2 Store 1424
R/W m R=86.00' ��` 45 &32SIDEWALK HANDICAP RAMP #2
�. Date-6-28-05
\� £Lp - _ 46 SIDEWALK HANDICAP RAMP #3 &,33PE Rom+' - Drawn By Msw
PE P.O.B MAYFAIRE PHASE I J
(2)YARD INLET PE 47 SIDEWALK HANDICAP RAMP #4
N.C-D.O. T. R/IY L�DICA77oN (E�42) Checked B y: G RG
DITCH 30' R-GP. E`- PE----_ P£ IRON REBAR WITH_ MAP BG1pK 43 PAGE 344
- - - -' 30' R.C.P, N.C.D-O-T R/W DISC
(2)YARD INLET 48 CITY OF WILMINGTON PAVEMENT MARKING ARROW SYMBOLS D50 J
30" R.C. P.
3o R-C.P. (ALL SYMBOLS SHALL BE THERMOPLASTIC PAINTED) C5 0 Sheet
N
I
rn
--S0821'57"w - NOTICE: _
3.53' ALL DIMENS _iN5 ARE MEASURED FROM FACE -OF -CURB, zz4z
OLD R/w OLD R/W FACE-OF-S-IRUCTURE, EDGE -OF -PAVEMENT, OR
- - OLD R/W _ - _ - - - - _ _ - - - - _ _ _ _ - _OLD R/W - - - - - - - - - - - - - - - - - - - CENTERLINE, AS APPLICABLE, UNLESS INDICATED
OTHERWISE.

` STORM DRAINAGE SCHEDULE TEMPORARY SEEDING SCHEDULE NEW HANOVER COUNTY SEDIMENT AND
(10 YEAR EVENT) FOR SEDIMENT & EROSION CONTROL EROSION CONTROL MAINTENANCE PROCEDURES
CONDUIIT STRUCTURE GRATE Q GRATE Q PIPE Q PIPE PIPE 0 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR g�
I.D. LD. A C Tc I REQUIRED AVAILABLE REQUIRED SIZE (SLOPE) AVAILABLE REMARKS (REFER TO SHEET L1 , LANDSCAPE PLAN, FOR FINAL LANDSCAPE PLANTING AND {
Gj�ETi % GRASSING REQUIREMENTS.) STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, , ggggf,� l y
MA C BUT IN NO CASE, LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS � x tea.
1.2 0.15 0.80 5 7.00 0.84 5.5 - - - --- - - - NEW IN -LINE CURB INLET Shoulders, Side Ditches, Slopes (Max 3:1) WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. �� e
I 1.2-1.1 0.15 0.80 5 7.00 ---- --- 0.84 15" 0.4% 4.42 NEW CONDUIT
( ) 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP -DRESSED WITH ff
1.1 0.20 0.80 5 7.00 1.12 _ 5.5- --- --- --- NEW IN -LINE CURB INLET DATE TYPE PLANTING RATE AN ADDITIONAL TWO (2) INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. za1 5
12-1.1 0.35 0.80 5 7.00 1.96 15" (0.4%) 4.42 NEW CONDUIT ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY x�qa
Aug 15-Nov 1 Tall Fescue 300 Ibs/acre REMOVED. CONSTRUCTION ENTRANCES SHALL BE INSTALLED USING
Nov 1-Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs/acre
2" TO 3" AGGREGATE OR #4 STONE AND WILL HAVE A MINIMUM DEPTH OF
--- --- ---
r 3 0.17 0.80 5 7.00 0.95 5.5 NEW IN -LINE CURB INLET Marl acreb 300 -Apr 15 Tall Fescue Is 4'
P � SIX (6) INCHES, AND A MINIMUM WIDTH OF 12 FEET AND LENGTH OF 50
5- KEY STONE \ 3-2 0.17 0.80 5 7.00 _-_- _-- 0.95 15" (0.4%) 4.42 NEW CONDUIT Apr 15-Jun 30 Hulled Common Bermudograss 25 Ibs/acre FEET. \Q. RETAINING 2 0.13 0.80 5 7.00 0.73 5.5 - --- --- NEW IN -LINE CURB INLET Jul 1 -Aug 15 Tall Fescue and 125 Ibs, acre
d WALL 2-1 0.30 0.80 5 7.00 1.68 15" (0.4%) 4.42 NEW CONDUIT *** Browntop Millet or 35 Ibs/acre 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
T.W.=32.27 1 0.24 0.80 5 7.00 1.34 5.5 --- --- --- NEW IN -LINE CURB INLET *** Sorghum -Sudan Hybrids 30 Ibs/acre GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
Slopes (3:1 to 2:1) APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED''
T.W.=32.24 1-EX 0.89 0.80 5 7.00 - - - - --- 4.98 18" (0,4%) 7.19 NEW CONDUIT & WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
EX EXISTING DROP INLET Mar 1-Jun 1 Sericea Lespedeza (scarified) 50 Ibs/acre,
KEY STONE 27,.1 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
RETAINING WALL IS Marl -Apr 15 Add Tall Fescue 120 Ibs acre x I = 4r
�P ) / BECOMES 6 INCHES DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
ALONG PROPERLY LINE Mar 1-Jun 30 or Add Weeping Love grass 10 Ibs/acre REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
4 0.33 0.80 5 7,00 1.85 5.5 -- --- - - - NEW IN -LINE CURB INLET
___ ___ Mar 1-Jun 30 Or Add Hulled Common Bermudagrass 25 Ibs/acre WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS UNUSED WITH
4-5 OUT 0.80 5 7.00 1.85 15" (0.3%) 3.83 NEW CONDUIT Jun 1-Sept 1 Tall Fescue and 120 Ibs/acre g FOOT STAKE SPACING. 5200 Buffington Rd.
5 OUTFACE TO EXFILTRATION AREA Atlanta Georgia
_W T-- *** Browntop Mullet or 35 Ibs/acre
*** Sorghum -Sudan Hybrids 30 Ibs acre
MATC '� ,�" 2e 9 / 5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT
fic. %` r ❑2 And Tall Fescue 120 Ibs/acre REACHES 2.0 FEET BELOW THE TOP OF THE RISER. GRAVEL WILL BE 30349-2998
x2's9 INSTALL EROSION WARNING/CAUTION: UNDERGROUND Sept 1-Mar 1 Sericea Lespedeza (unhulled - unscarified) 70 Ibs/acre CLEANED WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
Tk, CONTROL SILT FENCE ELECTRICAL FACILITIES. LONGER DRAINS PROPERLY.
(Nov 1 -Mar 1 } And Abruzzi Rye 25 Ibs/acre
PRIOR TO THE INSTALLATION OF ANY ON -SITE FACILITIES, THE CONTRACTOR Revisions:
SHALL LOCATE AND EXPOSE (BY HAND EXCAVATION) THE EXISTING 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
UNDERGROUND ELECTRICAL CABLES RECENTLY INSTALLED BY OTHERS, AND *** MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO Mark Date B
ti TEMPORARY Reseed according to optimum season for desired permanent vegetation. MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. y
'\' 0 z$- � � '�'�' r MEASURE THE ELEVATION AND SIZE OF ALL CONDUITS AND CABLES.
10 - a1- - 3 k Do not allow temporary cover to grow over 12" in height before mowing, otherwise fescue
4 ?ly 32 ELEVATIONS SHALL BE MEASURED AT A MINIMUM OF THREE LOCATIONS WHICH may be shaded out.
32>, =, a SHALL INCLUDE THE TRANSFORMER PAD, MIDPOINT, AND THE RIGHT-OF-WAY. y 7. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF Q 8-19-05 MSW
\ ` k'� 7 �' �. 33a �tK\ THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC COMPANY AND/OR ANY PHASE OF ACTIVITY, INCLUDING SLOPES, SWALES, STOCKPILES AND
8„S \ MATCH `. !-P•S. _ �.3z82 UTILITY LOCATOR SERVICE, AS NECESSARY- REPORT RESULTS OF NOTICE: THE CONTRACTOR SHALL FOLLOW THE CONSTRUCTION ANY OTHER UNSTABILIZED AREAS. ADD HANDICAP
S MEASUREMENT TO THE CHICK-FIL=A PROJECT MANAGER FOR EVALUATION TO SEQUENCE LISTED BELOW THROUGHOUT CONSTRUCTION. ACCESSIBLE SIDEWALK
SS
` DETERMINE IF ANY SUBSURFACE CONFLICTS WILL EXIST FOR NEW FACILITIES 8. NO LAND DISTURBING ACTIVITY SHALL BEGIN ON -SITE UNTIL THE COUNTY
\ 8 ,. b. CONSTRUCTION. DO NOT INSTALL ANY ON -SITE FACILITIES UNTIL EVALUATION IS NOTIFIED AND A PRE-CONSTRCTION CONFERENCE IS HEALD.
x 2, IS COMPLETE AND AUTHORIZATION TO PROCEED WITH ON -SITE INSTALLATION 1. OBTAIN A LAND- DISTRUBANCE PERMIT AND SCHEDULE A PERCONSTRUCTION
g' W g W _g' 8.1W S _ X31 � � CONFERENCE WITH THE ENGINEERING DEPARTMENT, IF REQUIRED. 9. A COPY OF THE "LAND DISTRUBING PERMIT" AND THE "APPROVED PLAN"
� ; .� `'� ; ' .(�'�. -'- _ IS RECEIVED FROM THE CHICK-FIL-A PROJECT MANAGER. Mark
I'
MUST BE KEPT ON SITE AT ALL TIMES. IVI a rK Date B
< ❑ `�'"'g SS ��. � �,, f � r� �, g° `?�s2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, Y
34 ? \ SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.
INSTALL TEMPORARY 4� 3so �34 CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY
v ' �_ a' 3 , 06 a 5❑ #1.1 DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
PE GRAVEL CONSTRUCTION �� s,� ,; r GENERAL NOTES AND ADDITIONAL REQUIREMENTS
ENTRANCE. \-` t d k'. �aA
Ie,. RCP cuRB�°o J4D3 DROP \ as ti�yF ny 3. COORDINATE WITH THE ENGINEERING DEPARTMENT FOR AN ONSITE INSPECTION, SEDIMENT AND EROSION CONTROL PROCEDURES
MArcH ; ssMH. c ? 9�3 •, INLET °jr Tc qSF
PE INLET 'v37. R5rp o IF REQUIRED.
- 30.76 .n 1. DURING CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR
i i r 3225 2�, T.E.=32.00 40 9P
/j
NV.: 4.33 v� ' so' I.E.=28.21 h'qA Fsti
s I �. 3. BEGIN CLEARING AND GRUBBING. MAINTAIN EROSION CONTROL DEVICES THROUGH SHALL INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS
o� RCAF (:` 1 J �,z �rr�6�j OOti Q�9AFSAF� Ty�G�� CONSTRUCTION, AS REQUIRED AND NEEDED. ROUGH GRADE THE SITE. INDICATED ON THE DRAWINGS. DURING EACH PHASE OF SITE Seal
' ° 33 ' ?W, 4cFfie CONSTRUCTION THE CONTRACTOR SHALL ADJUST, RELOCATE AND/OR
6 {
�339 w aoR4o 4. INSTALL STORMWATER FACILITIES AND PROTECT INLETS WITH BLOCK AND GRAVEL REINSTALL AS APPLICABLE ALL EROSION CONTROL DEVICES AND
4T Tti�� INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN MEASURES NECESSARY TO PREVENT SOIL EROSION AND SEDIMENT
k,-34 20s ON THE PLAN(S). BEGIN CONSTRUCTION, BUILDING, ETC_ DISCHARGE FROM THE SITE. b
A x:31. ' ``c 60 ��r DRAINAGE FOR DUMPSTER\
F 10 1 \ s sT 5, STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH 2. IN ADDITION TO STANDARD INLET PROTECTION AS DETAILED,
\ { q 02 PAD WILL DRAIN THRUVEGETATI
' oP4 MATCH s" {` NEW PIPE ` <pycApo�q�l/� REAR WALL OPENINGS. p \ AREAS W� HIN 151NDAYSTCH LININGS, OF COMPLETION OFAANYYPHASDE OFDMULCH CONSTRUCOIODENUDED ALL OVER ALL FRAMES AND GRATES TOAGE STRUCTURES SHALL
GEOTEXTILE FABRIC PLACED ` ♦ �! A����.o
• F ,, a R \ I.E.=27.70 ® /� Fly SORT PREVENT SEDIMENT ENTRY INTO
32sD ® I /TF /Ojlj \ NEW STRUCTURES AND CONDUITS. ALL SEDIMENT SHALL BE CLEANED
INSTALL EROSION 82'-18"RCP E �� 4� OF 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, OUT OF STRUCTURES AND CONDUITS REGULARLY. •` ��•'•• `• �i s.
o \ CONTROL SILT FENCE YARD INLET d'•2 I @ /NGCy/Ck\ CALL THE ENGINEERING DEPARTMENT FOR AN INSPECTION.to
eco� saw ��zr
RIM. (UNDER 1 p0 T /�
a t 0 �'
,CONSTRUCTION)\N �' 1 3. SILT FENCE SHALL BE MAINTAINED AROUND THE PERIMETER OF ALL
Np �q 7. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT EARTHWORK AREAS TO PREVENT SEDIMENT TRANSPORT ONTO ADJACENT
a A lAfV - 27.61 O S 3Y. ? #i s
oN\� ,o •� BASINS, ETC., AND APPLY SEED OR STABILIZE ANY RESULTING BARE AREAS. PROPERTIES, AS APPLICABLE.
c cs CONNECT NEW 18' RCP � `� � '� ! 3q 7
NZ y TO EXISTI-I06 DRAINAGE 9 v^ ro s 3 �" T S/ RT/SILT
s` '•, \
Z 2 a STRUCTURE: RECONSTRUCT �\ cy ' _t , 2sD "` 39s w, EXISTING / TF' aN 4. INLET PROTECTION AND Si LT FENCE FILTER BARRIERS SHALL BE INSTALLED �e O� .,•,..,•,r �'��
> o 3 AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND LANDSCAPING �`� `♦
J� <T 4/
AS NECES�kRY TO COMPLETE ( \ `'o _. i S az =- y � ,3 / ' ,3 �, ' 18 8'x8' CONCRETE �F/ dR OF
CONNECTI(1I- RAISE TOP �, ' s s 2s 4SO % TRANSFORMER Rq//� CA/j IS INSTALLED. �y ♦.+
v ' ELEVATION TO MATCH NEW 3 �/O Cff ��� nsa♦♦
FINISHED BADE=32.50t OG\ O 2.5 3200 SEE WTING PAD
a s Z T PRIOR TO P ij' r' NOTE.
5. THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION
N3TIALLINO�ANY ON -SITE I\ Q
\ SOF ° O ^ 3y 3gp0 SO
+ o�y2m� qF FACILITIES: cG L ^ REOCCURRENCE OF DAMAGE. CONTROL MEASURES
�8 DAMAGE AFTER DISCOVERY AND REINSTALL ADEQUATE CONT
� � y�F " � t .��,. X ` 6 AS NECESSARY TO PREVENT
3 j \ 3 , \� . CONTRACTOR SHALL INSTALL TEMPORARY GRAVEL DRIVEWAY AT EACH
7
\ \ o l \ CONSTRUCTION POINT OF ACCESS TO LIMIT DEPOSITS OF EARTH AND
TRACT 2 ,.�• -• _.
ty, OTHER HAULED MATERIALS ONTO THE ADJACENT PARKING LOT. THE
"COMMUNITY CENTER \ a \ s Q x 34.ao 34.so 3
°x , P ". • w „ , o �� 3 p� s2,� CONTRACTOR SHALL ROUTINELY CLEAN ALL SEDIMENT DEPOSITS AND
MAYFAIRE !, LLC \ TARO INLET � .\ \ � � ' :,.�.� .� _. 3, x ,,,
INSTALL EROSION DEBRIS FROM THE ADJACENT PARKING LOT AS THEY OCCUR. iJ
A RELOCATE EXSTING \r �40 . • ..�
MAYFAIRE DEI/ELOPMENT PHASE I! 20 F\ FIRE HYDRANT 5' \ x� ..:•_ Q \���. . �E. ' L` :. r._w CONTROL SILT FENCE \ Z
(FUTURE DEVELOPMENT) ) / BEHIND NEW CURB. \
MAP BOOK 46 PAGE 214 \ / '» WATER, �� ' \ 32-30 C�2 co
a VALUE o� ;'•i� �° �` Pti-�- _
�� � � :. �,,z �-�'♦11 W to z� .,.,
\ _ 32 C 33.70 Drive-Thru ; �J y z C11
DRAINAGE PLAN NOTES DETAIL KEYS
px 8 X £IP SD35
t0 STANDARD CATCH BASIN INLET PROTECTION a
:` ❑ C7
\ wV,oa aa
Ix
LEGEND AFC ' TOP OF WALL \ i+ s€� 8 ❑9 c�. A t hY. z s� o
30 t 33.00 \ ` ` ', c L' _ ? a INLET PROTECTION L us
,a ti '\ Lb + 7E 32.4D I ty� R ECTION SYMBOL
A E
IPF IPS s k l o l =. 2�> Gvl Z Z E�
hUND OR SET l ❑ ❑ # /t CA ❑1 a #1.2 i �' 8 b7 w a
PROPERLY LINE IRON PIN F \ 1 5 1�i> .co
' + L - r'' 0
ADJACENT RIGHT-OF-WAY LIN , \ �1 4 k ¢ -- "IN LINE"I `� D36 o z Ga O
"IN LINE' \\� ED,
s.2 aSILT FENCE DETAIL CENTERLINE s CURB INLET \ FEE'�* s CURB INLET s"x4".'S WYE ' C7 �, a
\ \ o T.E.=32.00 utTH CLEANOUT t
NEW CURB &GUTTER CATQHING A� > T.E.=32.00 ❑ D38 z
( ) �, t I.E.=28.51 LE.=33.20 6 ? 3 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL o
I.E.=28.03 '' `� , a�
x .. "4" a u NEW CURB & GUTTER (SPILLING) f P \ \ 9 :, v `}c?3_s C7
;a. Oo XiX 3 10 34 fi0 ." :J4_23 A 33.00 t W
EXISTING CURB & GUTTE / \�..`„ `O. Zy�S O r>=
{ U
P
8 X8' CONCRETE+ '`,
x TYPICAL CULVERT TRENCH SECTION
EXISTING CONCRETE SIDEWALK \ - - ❑
t 7RANSFORMER P� \" ig `33.00� o i c p o a C7
NEW CONCRETE SIDEWALK PE•� ; X 33.40 $ 16E.432.8OE
A PE PAD I, k, 33.50 I 34.60 N r t 73 fi n
e ; 32.50 X X X rCAUTION: ' + t s gg O m ni A
SD SD- EXISTING STORM DRAINAGE AND STRUCTURE ! q � � ® ^� S i ^� ,py o rh 5 DRAINAGE STRUCTURE DETAIL D41
/ s' QE}� s "" t ) ROOF DRAIN LINE CROSSES 6 _ 1 U C ❑
NEW STORM DRA115AGE AND STRUCTURE s / i �,A s / 33.70 > OVER SEWER SERVICE LINE �J - t a n\ a C7
' ! ; / b ( == COORDINATE INVERT ELEVATIONS
F TOP WALL ' % O \ OF EACH FACILITY TO PREVENT
4_
n EXISTING CONTdUR LINE' I E ` ', 34.10 CONFLICTS. (SEE SITE UTILITY t ' 2 " ❑ CONNECT TO EACH ROOF DOWNSPOUT AT
33.0 a e t 3 , Nn 6
FINISHED C1JT0UR LINE (rl 2 / L ° ';. `t + PLAN, SHEET PSI} A _ `4 S f t . BUILDING WALL ABOVE GRADE USING FLEXIBLE 35
FERNCO COUPLING TO JOIN DOWNSPOUTS TO
+ m EXISTING tRADE I r' . 4 6"x4' S-WYE X t C4.2
c „ I ' UNDERGROUD RODF DRAINAGE CONDUITS AND
s 32. O -f`� �;-a LE-323 • .. "„S.�'D
+w° EXISTING GRADE, TOP OF CURB, OR CONCRETE 6 i o INSTALt­Et ION '# x' } 1 I E FITTINGS.
[CONTROL SILT FENCE ' 4
STORE
X 398.0 FINISHED SPOT GRADE, FLOW ARROW ,• �- , , -t - t'' 't� r .. 34.10 ' 6 - r
0 d a ''; ❑ FFE=34.70 e1 I a #4 7 DUMPSTER STORAGE ENCLOSURE BY BUILDING CONTRACTOR. x® �` FINISHED SPOT GRADE, TOP OF SIDEWALK/CURB 1 ❑ / SERIES 0 3 A
PROPOSED L.P. �`t \ L`, 8 r W COORDINATE ALL GRADE CHANGES AND SPECIAL REQUIREMENTS
x M.E.G. FINISHED SPOT GRADE, MATCH EXISTING GRADE CONDUIT ONLY!' ? N LINE"
PP j� (TYPICAL) �i s
EXISTING POWER POLE, OVERHEAD ELECTRIC r' ? � O' � ' �� ��' .;:- X .._ CLEAxJOUT � + f �i` WITH SITEWORK GRADING.
LINE AND GUY WIRE . W ` i [ i `� rt 3'" I.E =3i.96 I N (tiURB INLET TRACT 3
o p # T.E.=32.00
' ❑ ❑ 3.00 I.E.=24.50 ® COORDINATE WITH BUILDING CONTRACTOR REGARDING ALL MINOR
9 � t' �`
UNDERGROUND ELECRICAL LINE j iI t #2 �a =� l t32.it I 3 i0 3460 1 34=70 t
'° I \ mts. ; 33.60 Playground / >� _ ? €F X 26,zrt f GRADE CHANGES AT PERIMETER SIDEWALKS ADJACENT TO BUILDING. COMMUNITY C TR
r „IN LINE" �s- x € rn ::.
woon CHANUNK EXISTING FENCE LINE WOOD OR CHAINLINK) # `1`c �'6 -
3 g3, 9 COORDINATE GRADING WITH UTILITY INSTALLATION.
( CURB INLET 32.7s RD `
EXISTING SEWER MAIN AND MANHOLE �> 7 �' /' T.E.=32.00 , TI ` / M i I f 3" AT M A YEA I R E
f i I.E.=2&35 I l ! \
` ,/ 3 ° ` 1' f ♦ s I "� I "'/-x �� 10 COORDINATE GRADING INTERFACE WITH EXISTING ACCESS ROAD. WI LM I N GTON N C
pd EXISTING WATER MAIN WITH VALVE ' w t A ` nf, M d } DO NOT DAMAGE EXISTING PAVEMENT OR OTHER FACILITIES.
Gv � ❑
EXISTING GAS MAIN AND VALVE OR METER PEED 32.55 33.50 X 4.40 34.40 I. nD ■� i+� .._ ,..� ?
Qr EXISTING TELEPHONE LINE AND PEDESTAL,, 7 ` o� + ❑-
_ i r 4� x 34 _ t # S' j I X PROPOSED LIGHT POLE J �£� ,. <, TOP OF WALL t
•-❑ �> a a 33.0 Ic SHEET TITLE
❑ DS ROOF DOWN SPOUT ,r d, ''� , '� ■ � I � � � � ,��,;Fr, "t'=�•*j.= 11 ENERGY DISSIPATOR DETAIL & FLARED END SECTION @51
EXISTING MONITORINII•'41'/ELL j 1 - / Ap �y A
q\
15„ O s -
EXIUIN�r' 1 EE, SIZE & SPECIES f / q `. t
CC x! 32 b00 33:00 O d 3 f s 1
OAK, P - PINE ` F M
J% CURB INLET a a _
' J
J j TOP (UNDER CONS7RUCTIDN) ( 0 7 a, �' u. fM11 1 pl p ., f ° l
3 ._ _.. _.__ _ _
a-._ _
Rnu.- (UNDER coNsnzucnoN) 1 _ 2-� �. �'. , "`1• ,..,.I _�, ._._ ,�,� ' � I _ {
r INV.: 24.05 t CURB � � - � !� _I .J �.. l 1... � NNW I -1_. _ �. i ! �� I 1 � .. , � s < . ,..w r, t�
- INLET r, - / 3
- w . _ __._
�.. DWG EDITION
M
,� F RED E
w-
� �3o ADDRESS ry
�- .,..,. _ SITE
.� N_ INE._�M-_.,m D �Prelimina
-_. CUR3 INLETI m \ ice" ----�._..-,-„ .. • ... CONNF,GZ-R(�3F"�RAIN P}r. .� '",,., / n,..'� 91 SWAN MILL ROADSubmittal
r % t v INSTALS tNr�
:E:- 1i LINE TO DRAINAGE.w k b.�a
.._. �, - �_ .
, .,2�" .. t - � _-. _.� _m_� w. L.E. z�� sr�uc�Tu.�
S A or Construction
a -... R)P-RP
SB239 41'W _.
�•7
ROL _m ���"
_... ._ 3 20
SILT FENG`E
1-
0 M
CH=33.95' �� -_ __, n_._'_ _ c -
� � IN't7.-24.D0 � _.:...,.r� __....-.,_wr_ .._m__• _.- _ ._...�.,�� -.� � Job No.
LE. 28,00
-� �' 40 1 659
a., ARC=34.17( i a:: .,+ -.. _, �_ -�'� 5. SCALE 1 -20
- _,.. _ - Y 25
„ R=86 Off% �\ rc . Y 2.3 ,._ §.. a
.k
I _m. 1
_ _.
.
�"` star 1424
.: 2-
9 _ .
\?.,a _,,w - _ _ to ;6 28 �5
m
�LA , PORTION OF CHICK-FIL-A `" �' NOTICE EXISTING
_ w_ _ ... _
Da o
(2)YARD INLET PE PE„ ,�, m )% < R UTILITY LOCATIONS
�,m. E.I.P. --- Drawn By Msw I.
P O.B. MA Y£AIR£ PHASE / p�
PE SITE DRAINING TO PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY,
E INFILTRATION AREA #8 ncc.D.o.r. R wD£olcAnoN
3D RC.P. / Checked By
DITCH _ "1::----eE pE IRON RESAR W7H MAP 900K 43 PAGE 344 STORM DRAINAGE FACILITIES, GRADING & PAVING, AND OTHER RELATED GRG `o
-..-..-..-.._..-.._.°._..-..-.._.._..-..- 30-RCCP- N.C.D.O.T. R/WDISC
(2)YARD INLET CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL
3D" R.C.P. UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED _Uj
I 3D" R.C,P. TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY Sheet
AGENCY FOR ,APPROPRIATE FIELD LOCATION "MARKING. THE CONTRACTOR
r
SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE
BEEN LOCATED & MARKED TO PERFORM THE WORK IN A SAFE MANNER
- „- - - - -SOS 2i'S7"l/V - WITHOUT DAMAG'',E TO EXISTING UTILITIES.
3.53'
THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL,
"OLD R/W - - - _ - - - - - _ _ _ 0LD R/W
OLD R/W - - OLD R/W AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS APPLICABLE 0
PRIOR TO CONSTRUCTION.

l
30'
30'
RIM: 31.05
INV : 23 64
- 8 .SS\
wv SS
8 "W 8 "W -
R. C.P. C-7
CURB INLET
RIM: (UNDER
CONSTRUCTION)
INV.:
N.C. t
29.76 X
x 30.67
N 5 E T „A „ rA /O
l/V
S�
MA YFA IRE PHASE
N. C. D. 0. T. R/W DEDICA TION
MAP BOOK 45 PAGES 318 THRU 319
-------CP&L R/W-
w
4'
4>
EASEMENT BOOK 2605 PAGE
0691
- _>NCNG
------------------
o-----GAS
I'
LINE -
1'
-
�
1'
1'
NCNG EASEMENT BOOK 2605 PAGE
0692
\
9,
9,
OLD WEST R/W
MILITARY CUT-OFF ROAD
S.R. 1409 2
LEGAL DESCRIPTION Surve ofs Notes: a
Tract "3" 1.513E acres lease area is located on site of a 69892E acres .m N Z ae ' 7 SURVEYOR'S COMMENTS RELATIVE TO TITLE COMMITMENT
1.) T
RETAINING WALL 1S „ pG o y #: 64392, Revised U70/2005
Being all of Tract 3, 1.513E Acres, as the same is shown on map of "Community Center' Mayfaire L LLC Mayfaire Phase II (Future Development) development known as Community Center' Mayfaire Development Ro z o
ALONG PROPERTY LINE recorded in Ma Book 46 Page 209 of the New Hanover Coup Registry,North Carolina Beira more Phase H. This development ° o SCHEDULE B - SECTION II EXCEPTIONS
\ P $ County g particularly described as follows pment is currently under construction (water, Ec RY <
\ commence at a point located in the west right-of-way line of U.S. Highway No. 17 Bypass/Military Cutoff Road (Public Right -of -Way Varies) sewer; parking areas; roadways; etc.). y W E p
as the same is shown on map of "Mayfaire Phase II, N.C.D.O.T. Right -of -Way Dedication" recorded in Map Book 45 Page 318 ofthe a.) The premises surveyed is zone "MX"(Mixed Use) call city of S SITE } Standard Exceptions:
RETWAAIL ING S 67` 2 4'33 "W \ \ New Hanover County Registry, North Carolina at its intersection with the Phase I and Phase II Mayfaire Development dividing line as the same Wilmington Planning Department [phone].
ARC = 69.99' is shown on map of "Mayfaire Development Boundary Phase Line Recombination" recorded in Map Book 46 Page 204 ofthe New Hanover b.) Landlord: Mayfaire L LLC a 1) Rights or claims of parties in possession not shown b the public records.
_ Y Pu
C H = 69.50' County Registry, North Carolina; said point being the POINT OF BEGINNING; thence along and with said right-of-way South 08 degrees c.) Address: Military Cutoff Road Wilmington, N.C. 28405 �r 4� z Surveyor's Comments: Shown on survey.
R- I 70.❑ 0' 21 minutes 57 seconds West a distance of 3.53 feet to a N.C.D.O.T. Right -of -Way Disc; thence following along a curve to the left (Arc=205.65 , d.) The 1.513E acre lease area is vacant; no improvements.+ �� P PARKER FARM RD
\ Radius=11560.13') and with said right-of-way a chord which bears South 06 degrees 49 mimrtes 46 seconds West a chord distance of 205.65 feet 2.) N.C. grid monuments within 2000' of this site are destroyed ��� 17 2 Easements, or claims of easements not shown b the public records. Surveyor's
3 7 32 2 7 12 A \ to a point located in the north boundary line of Common Area "K' Ma op (F Right -of -Way 3, rwo o ) y p y
/2 2 ¢ \�. \, P dary yfaire Development Phase II afore Public Ri y ) To the surveyor's knowledge North Carolina Natural Gas, a � � Comments: Shown on survey.
- � HVaries/Road) as the same is shown on map of "Community Center" Mayfaire L LLC Mayfaire Phase R recorded in Map Book 46 Progress Energy Time Warner Cable, and Bell South services will
S RETAINING WALL R
E / Page 209 of the New Hanover County Registry, North Carolina; thence along and with said north boundary line thence be provided to Chick-fil-a, Inc., a Georgia Corporation net ground 3 Encroachments, overlaps, boon
following a cure to the right (Arc=34.17', Radius=86.00') and having a chord which bears South 82 degrees 39 lease area e� m ) P , boundary line disputes, or other matters which would
\ 4. The right of wa for Military Leo o be disclosed by an accurate survey and inspection ofthe premises. Surveyor's
X 31.75 A/y minutes 41 seconds West a distance of 33.95 feet to apoi - thence following a cure to the left {Ar�154.2? , )y tary Cutoff Road does affect the property. Radius=230.00') and having a chord which bears South 74 degrees 49 minutes 49 seconds West a 5.) Fema flood zone information: this tractComments: Shawn on survey.
is located in zone "C" ps Sri Oi DR DALE DR
26.89 distance of 151.40 feet to a point; thence South 55 degrees 36 minutes 53 seconds West a distance areas of minimal flooding (not in a 100 year flood zone).
eOO R v o
Y ) �o 07 feet to thence
of 1684) Any lien, or right to a lien, for services, labor, or material heretofore or hereafter
having a chord which bears South 67 degrees 24 minutes 33 seconds West a distance community panel number 370168 0085 E, September 3, 1992.
.ence following a cure to the right (Arc=69.99', Radius=170.00') and for reference -see: FIRM New Hanover, County North Carolina FF o ,. QQ
\\ \ GJ ,P o VIKr c w i furnished, imposed bylaw and not shown by the public records. Surveyor's
°s. ape f Comments: Not related to matters of landsurveying.
7 \ \ of 69.50 feet to a in thence North 31 de ) Local public utilities: -30 ,ja_ ` A & point; grew 21 minutes 50 seconds East 6. 3 ro : ,
- \ y�S a distance of 456.07 feet to a point; thence South 84 degrees 34 minutes a.) Electric: Progress Energy Carolinas, Inc., contact Sid Livingston tiF �� 5) Rights of dower, homestead or other marital rights ofthe
� - \ F \ 14 seconds East a distance of 171.02 feet to the point of p: 910-350-3425 f- 910-350-3460 e: sid livin aiLcom w $ spouse, if any, of any
29.96 \ A \ j2 \ `\� Po grtOII@P$� N 1� beginning; containing 1.513 acres, more or less. 404 Raleigh St., Wilmington, NC 28412 � individual insured or vested owner named herein. Surveyor's Comments: Not
related to matters of land surveying.
b_) Natural gas: North Carolina Natural Gas, VICINITY MAP 6) Taxes or special assessments which are not shown as existing liens by the public
OQ 7.95 32 \\� 27.18 contact Don Stevenes 910-763-1636
\\ \ \ 2�Q ti ox, r 9T0 \� 3? 82\3 \� \ cd) 1epo1�oBellsouth, contact Kenny 410 392-8712 records. Surveyor's Comments: Not related to matters of land surveying.
City Wilmington, Post Office Box 1810, 305 Chestnut St. N 0 SCALE
\ �� 2US Wilmington, NC 28402 Special Exceptions:
Water and Sewer: contact David Mayes p: 910-341-7807 Survey Reference
\ 3 �7 �(� \ A e. New Hanover Court 230 Market Place Dr., Wihnin y ag , , x 32 \ Q �� h ) ty: gton NC 28403 Hard R Parker Tracts Book 465 P e 18 Vans I, u, uI 7) Taxes for the year 2005 and subsequent ears a lien not yet due and payable.
W \ x 31.43 >� \\ \ Ofr T� NSF Water and Sewer: James S. Craig, P.E., Book 522 Page 041, Tracts 1,2,& 3 r q Y
" \ �Q qO / Suite- 9 M of surd Surveyor's Comments: Not related to matters ofland surveying.
N 31 " 21 ' 5 0 E p: 10-798-7139 ex.7135 Map Survey of a Portico, D.L. Gore, Harris #1 Tract
x 32 0-3 \ �x 26. 64 \� 9/� Storm Drainage: Adam Rahhal, Suite-1 910-798-7139 ex. 7142 and Hill and Suggs Tract for Hardy Parker by MIi ) ( )
\ \\\� &456.07' G� F9 $ P' Lander C.E., April 19,1950 8 Easement s to Carolina Power and Light Company recorded in Book 543, Page
7.) Local Private Utilities: Mayfaire L LLC 289; Book 560 Pa a 546; Book 639 Pa a 500• Book 878, Pa a 393; Book 1053,
x 30.68 I \ 0\. \ 9 Map BoBko44 P y s 27Thrurvey M38 abel S. Weeks Map Book 26 Page 137 Page 856 and Book 1230, Page 106, of the New Hanover County PublicRegistryContact: Daniel H. Rate Director of Consrrction30.69 I \ `�8\\\\�T C/ 6835 Conservation Way Map Book 44 Pages 59 Thru 71 reference being made to the records thereof for the full +
� " particulars. Surveyor s
\/ % Wilmington, NC 28405 Map Book 44 Pages 253 Thor 264 Comments: Blanket type easement; can not he plotted on sure ma
S SMH. , I \\ �/ M Book 45 Pages P'
Rl,4f 30.76 c� 33.00 � `! p �\ G Office: {910)256-5131 Map g s 79 Thru 81
RIM 0 76 ` N \ x 33, 74 3 �\ �\ �� \ Fax: [phone] Map Book 45 Pages 211 Thm 212 9 Easement(s)
�� Mobile: [phone] Map Book 45 Pages 318 Thru 319 ) to North Carolina Natural Gas Corporation rINIXecorded in Book 2605,
4v , x 32, 25 \ \ �\� S )F A� Map Book 46 Pages 201 Tbm 202 Lesend Page 689; Book 2665, Page 373 and Book 2665, Page 375 of the New Hanover
\ \\\\ \ SF \ E-mail: dhrah bellsouthsret M Book 46 Pages 204 T1uu 20sCounty Registry, g
� -� e@ Map � E.I.P.... EXISTING IRON PIPE Coup Public Re s , reference being made to the records thereof for the full
Map Book 46 Pages 209 Thru 214 LP.S. IRON PIPE SET particulars. Surveyor's Comments: Re: Book 2605, page 689 easement shown on
A AGE \ Map Book 47 Pages 86 Thu 87 C PROPERTY CORNER survey, easement located inside the ri ht-o -w o Highway#17B ass
26.89 �1OO /� P.O.B. POINT OF BEGINNING S f OY f YP
Military Off Road SR 1409. Re: Book 2665, page 373;
9^ D D D����� Z�\ X 25.60 EXLSTING SPOT GRADE Book 26h lic R1W Varies)
37B/ankei"ut- a easement; can not be plotted on survey map.
\ FSIO_
\� I N GRADi�/ p` I CRES
x 31 188 \ \ 3 g ; 3 \ \�\\ /r /�/F C \ A.C. APPROXIMATE g t1'P
R/W RIGHT-OF-WAY 1+0) Terms and conditions of Easement Agreement recorded in Book 2891, Page 468
S.D. STORM DRAIN of the New Hanover County Public Registry, reference being made to the records
S.S . SANITARY SEWER thereof for the full + "Blanket"
particulars. Surveyor s Comments: Blanket type easement
�x 34.37 ,�\�
M.H.RELN'HOLE can not be
RC_P. REL*vFORCID Plotted on survey map.
\ YARD INLET , X S�7.3,� 3}? \\\ py \ CONCRETE PIPE
\ \\� \ IN 3. LNVERT 11) A map recorded in Book 43 Page 344 of the New Hanover Coup Public
RIM: (UNDER I Q \ \\\\ S � $
CONS MUC RON) N \ \ \ \ \� E / W WATER LINT Registry, reference being made to the records thereof for the full particulars.
INV.: 27.67 0 F.E.S. FLARED END SECTION Surveyor's Comments: Shown on survey.
o c'p WEI'LAAND /
< \ I x 32.59 \ // \� 12) A map recorded in Book 44, Pages 27-38 of the New Hanover Court Public
3g FT CONSERVATION Registry,
ovv� o 'P' \ 06 %\ q/ reference being made to the records thereof for the full particulars.
N \ I N \ x X3 \� \�\\ /�jG, \ .jr (� PICAL) Surveyor's Comments: Shown on survey.
4 O \
33. 98 \ \ \ 13) Terms and conditions of the lease between Mayfaire L LLC, and Mayfaire
\v \ x 34.84 \\�\\� ` S SPE/B, LLC, Landlords, and Chick fil-A, Inc., Tenant, evidenced by the
\ ( \ - ���\� �02 Memorandum of Lease recorded in Book _ at Page _ ofthe New Hanover
X31.35 � x 32.19 ��j x 33.2� \\\�x�6.75 G Court Public Registry,
1 /�� � -\ \ \\ County reference being made to the record thereof for the full
O i FIRE / �/S \� \ O/J particulars. Surveyor's Comments: Not related to matters of Idiid'surveying.
z\ A \ \ \ �3�` YDRANT
\ �O 29. /x 32.21 14) Any inaccuracy in the area, square footage, or acreage of land described in
PARCEL 2 - C \ \ \ f / -A9c �9/� ` CIO.
\ \ S 23 \\�\ �� �� \ \ Schedule A or attached plat, if any. The Company does not represent or insure the
9.
(LEASE PARCEL)
24y � 5 31.6 5 / \ \\\ area, square footage, or acreage of the land. S urveyor's Comments: Shown on
� � \ ��y� �8j \\� � survey.
"COMMUNITY CENTER" \ / 2 1 / / / 20`� T �O�T/O \ x 34.58 \\�� \ \
MAYFAIRE 1, LLC \ y� XT- N \ \\�\ \
MA Yf Al RE DEVELOPMENT PHASE I / WA TER � / � �/ 15) Liability hereunder at the date hereof limited to the amount actually d to
VALVES 2 x 33.07\ \\�\ YPaz
(FUTURE DEVELOPMENT) I / / OS \ \ \\\� x\27.12 purchase the land. Liability shall increase as contemplated improvements are made
/ \ \\�\ \ RETAINING WALL IS so that liability hereunder shall be limited to said sum plus the amount acmall MAP BOOK PAGE YARD INLET PLUG \ I / / \ \ \\��\\ \\ ALONG PROPERTY LIN£ expended by the insured in improvements in good faith and without knowledge of
3 \� any defects in or objections to the title at the time the expenditure occurs. In no
\ 31. x \ I J S �A CA L 0 } \ \�S \\�\\\�/ event shall the liability of the Company hereunder exceed the face amount of this
X \ \\ Policy. Nothing contained in this paragraph shall limit any exception or any printed
\ II % /� % 33.19 \ 3 14 \\_ provision of this Policy. Surveyor's Comments: Not related to matters of land
l RA l� l 3 (1<513± i` i CRE ) 34.70 surveying.
\ � 1 \�
x 32.9 3330 8
�1- \ \\
COMM/ Y.%� E� TER MA YPA /RE ! LLC / / X
" +� x 26.45 16) Assignment of Declarant Rights between Brody Zimmer, LLC and Mayfaire L
\ ( 9 / / / 7) 4 / / \7.73 LLC recorded in Book 3997 at Page 846 ofthe New Hanover County Public
\ i \ Registry, reference being made to the record thereof for the full particulars.
MA YPA /FE PHA SETURF DE VL L OPML 1V T sarveyor'sComments: Not relatedtamattersofkandsurveying.
)
33. 27 x rL ` , 17) Declaration of Covenants, Conditions, Easements and Restrictions recorded in
MAP 800 46 PA GE 209 I I Book 3772 at Page 1 and re -recorded in Book 3788 at Page 1; Supplemental
�' / � � � 26.75
�o c< `�2 \ \ x j Ix Declaration and Amendment of Covenants, Conditions, Easements and Restrictions
33.33 / / ' ` for Mayfaire, recorded in Book 3997 at Page 850 of the New Hanover County
6� �'-����" �� \� / t lj Public Registry, reference beingmade to the record thereof for the full
rr 9_ x 34.23 I i i C xlSurveyor's Particulars.
C) ` 1 � O Comments: Does affect; document is 120+ pages; reference is made to
C Q O this document for review.
x 33.4 \� / The following exceptions apply to the "Mayfaire SPEB LLC" portion of the
\ �o� \ \ x 32.10\ 5 ! I I I p ~ �l prop rtv only:
l \ v
\ x 18) Deed
of(Trustee),rustanSecurity $rt among Mayfaire SPE/B, LLC (Grntor),C and Wachovia B atnAsociaton (Bank) r&I ,Necorded \ \ l W O N N O in Book 4006 at Page 290; and amended in Book 4531 at Page 556 ofthe New
\ x 33.78 / / 1 Co (} Hanover County Public Registry, reference being made to the record thereof for the
\ \\ \ / I I �l 1 \ Z (,I r r'1 full particulars. Surveyor's Comments: Not related to matters oflandsurveying.
ki
2698 x Ul
N3 n 19) Assignment of Leases recorded in Book 2891, Page 448 amended by the First
X 3 38 \1 Amendment to Assignment of Leases recorded in Book 3773, Page 307 in the New
/ ! I f
\ \\ x 33. 6U, I I I `L Hanover County Public Registry, as affected by Subordination, Non -Disturbance
/ 33.51 x I I I and Attornment Agreement among and
I as (or to be) recorded in Book at Page of the New
I I Hanover County Public Registry, reference being made to the records thereof for the
\ v x 33.68 I $
I I full particulars. Surveyor's Comments: Not related to matters of land surveying.
S 7 49' 49 "NV ) Assignment of Lessors Interest in Leases and Rents jointly and
i x,33.92 I ,� se erallobt Mayf ' SPE/B L J Y
ARC 154. 7'
C H -151 .4
�'
+
i
I I +
y y arre L,,- (Borrower); Mayfaire L LLC, in favor of
Wachovia Bank, National Association, recorded in Book 4006 at Page 312, and
R-1230.00
1
+�
I
Ix 25- 79
amended in Book 4531 at Page 575 of the New Hanover County Public Registry,
,' , I
I
reference beingmade to the records thereof for the fall particulars. Surveyor's
� \
1
�`
Comments: Not related to matters oflandsurveying.
x 33.76
24-54
b
The followin exceptions apply to the "Ma afire L LLC" portion ofthe property
� �
f
21) Deed of Trust and Security Agreement among Mayfaire I, LLC (Grantor),
rl1 I l ( � � Z TRSTE, Inc. (Trustee) and Wachovia Bank, National Association (Bank) recorded
(� �
in Book 3968 at Page 977 of the New Hanover County Public Registry, reference _ - -2 9 _ \ \ x 33.85 \ ' f 1 (n R being made to the record thereof for the full particulars. S urveyor's Comments:
Not related to matters o land surveying.
(, f
CURB INLET x 28.26 28.21 x \ \ \ \ I X) N,) j / C
TOP: (UNDER CONSTRUCTION) \ _ x 33.84 \ 34.12 - - / R 22 Absolute Assignment \ ) 37 - - O / CQ ) of Lessors Interest in Leases and Rents jointly and
RIM: UNDER CONSTRUC AON - 2 H - "-• \ � �, `' _ � - "x- ._.. - - 7 y
( ) \ _____33 - - - - - - - - - / Csjf / / severally by Mayfaire I, LLC (Borrower) in favor of Wachovia B National
INV.: 24. D,5 \ \ \ - _ - x 24- 27 Z Q ,
I P s \ \ - - - - ' - - - - - - - - - - � 3 L / Association, recorded in Book 3969 at Page 1 of the New Hanover County Public
\ x 29.0?� -32 - - - - - - - - - - - -
75,R.C.P. _ - - - 31- - -- / Registry, reference being made to the records thereof for the full particulars.
\ ��--------
_ 31_ - - - - - - - - - - - - - - Surveyor's Comments: Not related to matters of land surveyin
----- -- --3a� D / / / // �Zw g
SEE INSET „A" CURB 27.27 s..� \ \ � ` l -_ - - --30- - -- - - - - - __-_ - - - - - - � �- �--: / � W U F--
INLET c \ - - - - - _ 2 9- - - - - - - - - _ 29- - / ag ¢ d 23) UCC Financing Statement in favor of Wachovia Bank, National Association
2 \ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2B -- / Z Z recorded in Book 3969 at Page 9 of the New Hanover County Public Registry,
ABOVE ` - _ J LU t L reference being made to the records thereof for the full particulars. Surveyor's
27.29 -LH- - - - - - - - - - - - - - - - - - - - - - - - - - ti I / / O Comments: Not related to matters oflandsurveying.
S82 39'41 "W `x - - z
"� _ - - - - - - -27-- - - - - - - - - - - - - - - - - - - - - - - -26" X � Lu
26.57X ARC=34.1T - _--26--------------------- F 23.68
R=86.00'-----24- 25 -�----------------
23.76 ---- ---
�- 2 .o3 24------L75--- _-_-_--
--26- - - - - - - -_ - - - S06'49'46 "W - 23.89 ?_ Z5 . x 25.97 O
CH=205. 65 ARC=205.65' _ R=1 1560. 1.3 x 24.24 - -
25.21x1 x - - z PRELIMINARY
\Q. 25.98 x 25.65 - - 25.84
----------------------- _ R/w
2 YARD INLET INV: MA YFAIRE PHASE 1/ N.C.D.0.T R/W DEDICATION x26.57 EF.r'- - - NOT FOR REAL ESTATE
1NV.: 24.OD MAP 8COK 45 PAGES 318 THRU 319 P.°s.
DI TCH 30 " R. C. P. MA YFAIRE
tRDN P o N c_D. o. T. R,VG SALES O R CONVEYANCE
30 " R. C. P. (2)YAPD INLET N-C.D.O. L R SD8 ''S7"W
30 " R. C. P. 5- 5 A4AP BOOK 4
MA YFAIRE PHASE I � -
N. C. D. 0. T. R/W DEDICA TION MAP BOOK 43 PAGE 344 1 30 f P North C Nina
OLD R/14/ - - OLD R/W j I
MILITARY CUT-OFF ROAD S.R. 1409 PUBLIC R/W VAR.IS) APR 2 0 2005
U.S. HIGHWAY 1 # 17 BYPASS DTI u
P�OJ #
EDGE OF EXISTING PA VEMENT EDGE OF EXISTi'. _ - ; EMENT
aro
New Hanover County
I, Michael N. Underwood, certify that this plat was drawn my supervision description as shown
on the face of this plat ratio of precision as calculated by computer is 1/10,000 +that the
boundaries not surveyed are shown by broken lines plotted from information referenced that this
plat was prepared in accordance with "The Standards of Practice for Land Surveying in North
Carolina" witness my original signature, license number and seal this 21st day of February A.D.,
2005, "To: Chick-fil-A, Inc. and Colonial Title Company This is to certify that this map or plat
and tb- survey on which it is based is a correct representation ofthe land platted and has been
perfommed in accordance with "Minimum Standard Detail Requirements forALTA/ACSM Land
Title `.Surveys and meets the accuracy requirements of a Class A Survey as defined herein."
R 2 6 20
Michael N. Underwood, P.L.S.
License Number L-2962 �: �j V �p lam,
Seal or Stamp _.
O2005 Michael Underwood and Associates, PA
Revisions:
Mark Date By
A
Mark Date By
A
Mark Date By
A
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STORE
SERIES O3A
TRACT J AT THE
"COMMUNITY CENTER"
MAYFAIRE
DEVELOPMENT
WILMINGTON, NC
SHEET TITLE
ALTA/ACSM LAND
TITLE SURVEY
DWG EDITION CJ
■Preliminary
❑80% Submittal
For Construction
Job No. 1659
Store 1424
Date .2-11-95
Drawn By W- C.
Checked By: M.N.U.
Sheet

CITY OF WILMINGTON DEVELOPMENT
TRAFF-IC -NOTES IMPERVIOUS AREA -8 (ZERO).PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY,
NAME OF DEVELOPMENT:CHICK-RL-A RESTAURANT BUILDING DIMENSIONS � SEE SITE LAYOUT PLAN� STORM DIRMINAGE FACILITIES, GRADING PAVING, AND OTHER RELATED
- - -- CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL
PE��OUS ARE�
APPLICANT NAME- CHICK-F|L-A, INC.REA: 4025± SOF[
�--�UHLITY LOCATNG COMPANY. THE tONTRACTOR SHALL ALSO BE REQUIRED
' � NUMBER OF SEATS 174 TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY
5 FFN WOODED 858Od �F (lOODO%)
THE /RIGHT-CDOOFT-WDAEYTAAILRSE. TO BE MAINTAINED BY THE PROPERTY
.. ����`~��y8 HBGHT DISTRICT: N/A , ' '
~` '--N'` ---'- ^- ACTUAL BUILDING ME|��T� \�-O (MAIN BU|LD|N�)
PH0NE N « ACTUAL ----' - -- - '^ `-�- - —�� ' TOTALAREA O5,8U8 SF (l51J AC
' ''~^� '` 2�'-U (PARRAPET)
11
P/OC. - MRGREGGL0LU� ' '
BUILDING OCCUPANCY A2 WITHOUT DAMAGE TO EXISTING UTILITIES. Z§ -
`-3. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO NUMBER OF STORIES ONE
-�-
(1\ NEW DEVELOPMENT AREA TABULATION
PUBLIC MEET. MLTCD­(1vlANUAL ON UNIFORM Oil R
ENGINEER: G. R0BERT CBOR&E AND ASSOCIATES, INC.lYPEOFC0N�TRUCT0N 5B��m»��WKp0� BDX J2158
ALuwGpnm�nn'L�sNTRACTOR SHALL CONTACT MR. TOM PLATT WITH
IMPERVIOUS AREACH.
SC 29417 AND ELEVATION OF EXISTING UTILITIES AND STRUCTURE% AS APPLICABLE,/
PHONE No [phone] BUILDINGS 4Q37 SF -
-~�PLANNED WITHIN THE VICINITY OF ANY TRAFFIC SIGNAL FACILITIES, P:O�C. - M|CH*ELS. WHI7E, P.E. REQUIRED W|N|WuM BUILDING SETBACKS �
REmmm�S67~.AT LEAST 48 HOURS PRIOR TO BEGINNING THE WORK.
WALLCONCRETE & SIDEWALKS �O'8O4 SFSITE PLA
PROPERTY ADDRESS: TRACT J FRONT (MILITARY CUTOFF RD) 75'
``~BROKEN OR MISSING SIDEWALK PANELS AND MAYFA|RE COMMUNITY CENTER PAVEMENT 2&6C2l_5F [�� DIRECTIONAL ARROW
~` MILITARY CUTOFF ROAD RIGHT SIDE -(ADJC[NT WETLAND) N/^ ��� �����
���
~ ��l DR|VE THRU GRAPHICS
~-^
`` LEFT SIDE -(PUBLIC R/W) N/A SUBTOTAL 40`147 SF (OU.S27� �� -
^'
���-ADJACENT ZONING 8LAND USE: ZONING LAND USE��REAR -(ADJACENT WETLAND) NA PERVIOUS AREA [3] lJ�P L«� ���i�
RETAINING WALL / S\
ti�uj 1­2� J, MILHANY CLIFOrr ROAD PAINTED HANDICAP PARKING SYMBOL 4 b200 Buffington Rd.
RIGHT SIDE ,N) N/A WETLANDS PARKING SUMMARY LANDSCAPE/PLANTINC 2Z759 SF (391S%) 4
LEFT SIDE S) N/A PUBLIC R/W Atlanta Georgia,
EXISTING MANHOLE REAR (W) N/A WETLANDS El TYPICAL SIDEWALK DETAIL WITH FRAME PATTERN 5
REGULAR SPACES 52 —2998
PLAN -
�f - Dt I --" ( P6
RAISE ELEVATION OF 0
�C �4
20 AND SITE UTILITY PLAN) CURBED HANDICAP RAMP DETAIL (NOT USED)
INSTALL CITY APPROVED
DIRECTIONAL ARROWS FOR TRAFFIC 10 R"Q 00' RAIL NG ZONING INFORMATION: 1 PARKING SPACE FOR
=L, USJ 0 CiTY.APPROVED - 11 04110' A4� EVERY 3 SEATS) S03A STATISTICS' [fA] HANDICAP RAMP -WITH FLARED SIDES
PLASTIC PAVEMENT MARKING NOT -USED) Mork Date -By
MATER�AL IN ACCORDANCE WITH INSTALL CITY APPROVED EXISTING ZONING: MX - MIXED USE TAX PARCEL LD.#; R05000-003-1 01 -000 �Cv�o
DIRECTIONAL ARROWS FOR TRAFFIC SQUARE FOOTAGE BREAKDOWN: TYPICAL SIDEWALK DETAIL WITH CURB & GUTTER
CITY DIMENSIONAL REQUIREMENTS. EXISTING LAND USE: VACANT
A MARKING PROPOSED LAND USE: RESTAURANT DINING A 1525 SO. FT.
PAVEMENT :C0
MATERIAL IN ACCORDANCE WITH DINING B 298 SO. FT.
CITY DIMENSIONAL REOUIREMENTS. E 24" CURB AND GUTTER - CATCHING & SPILLING
44] INSTALL SAFETY RAILING
F PLAY AREA 309 SO. FT.
WIDE
R NEUTRAL AREAS SHALL BE MARKED WITH 4" 4.0
n, ALONG TOP OF EXISJINQKITCHEN/SERVICE 1,507 SQ. FT.
v STRIPES AT 48" O.C. UNLESS NOTED OTHERWISE.
WV FT.
RETAINING WALL.
N,31'21'50"E 1 TRASH ENCLOSURE FOUNDATION PLAN
(VEST/STORAGE/ NO Mark Date B y
456.07' Q
ME q F, �2 TRASH ENCLOSURE ALT. DRAINAGE PLAN
SQUARE FOOTAGE: _(NOT -U-SE-a)
IV 69) A
N N— Z--- 4,625 SO. FT. TRASH ENC OSU�E ALT. FOUNDATION PLAN
'
DINING "B"
COMSWU077aV) Seal
NIN
ALL DRIVEWW MARKINGS V4
TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF
ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM
AND STRIPING SHALL BE
REMOVE PORTION OF EXISTING
CURB AND GUTTER TO
F16 A] STOP SIG STOP 1116� HANDICAP SIGN
CONCRETE VALLEY GUTTER
INSTALL SAFETY RAILING
EXISTING
ONE (A
WAY
REMOVE PORTION, OF -6ZI "CIRCLE BUILDING
ALONG TOP OF
�ig FOR DRIVE THRU"
EXISTNG SIDEWALK AT
NEW CHICK -A DRIVEWAY 26" DO 1110T
M "RIGHT LEFT
DIRECTION" DIRECTION"
CONSTRUCT NEW SIDEWALK 4�j
(NOT USED)
APPROVED HANDICAP RAMP. imp
6'' PEDESTRIAN' SIGN
F1 "ONE WAY" SIGN
5' INSTALL VALLEY (USE APPLICALBLE DIRECTION) 116FI"DO NOT ENTER
SECTION
PROP'SSED LOCATION WITHIN THIS AREA. CONCRETE LANDSCAPE & IRRIGATION PROTECTOR 17
M END OF
CONCRETE WHEEL STOP DETAIL
RELOCATIO
MAYFAIRE 1, LLC WA TER SERVICE LINE CLEANOUT (SEE UTILITY DETAILS)
14 44' 6C4. I
RETAINING WALL IS TYPICAL LIGHT POLE BASE DETAIL
PROPERTY LINE C E-
YARD INLET
PL
HANDRAIL ELEVATION z
UG
Off �401,
4�18�k-o 0, -- PIPE BUMPER POST DETAIL
PROPERTY LINE IRON PIN FOUND OR SET EH - M P4
ADJACENT RIGHT-OF-WAY LINE 16- 4 1 L=2730' [lay AUTOMOBILE PARKING BUMPER POST DETAIL 23A
LL (Ci4. 1)
8 AL PAVEMENT SECTION Z
NEW CURB GUTTER (CATCHING) TYPIC
-4 7 e42
LO
5e442 pq
EXISTING, CURB,&. GUTTER
A ------ [2 71 CONCRETE APRON TRASH ENCLOSURE E­
SD== EXISTING STORM DRAINAGE AND STRUCTURE
RELOCATE EY 115: .21' 1-< CONCRETE PAVING DETAIL 0 DRIVE THRU LANE
TV '44-W- 1",
NEW STORM DRAINAGE AND STRUCTURE 4 i: Z MENU BOARD & CANOPY ORDERING STATION
HYDRANT AT A LOCATION OF
17— EXISTING CONTOUR LINE FEET BEHIND NEW CHICK FIL-A
FINISHED CONTOUR LINE
ICA ITI ECX SERIES 50 FOOT FLAG POLE, PACKAGE,
EXISTING GRADE
EXISTING GRADE, TOP OF CURB, OR CONCRETE r z �L-
U GREASE TRAP (SEE UTILITY PLAN)
FINISHED SPOT GRADE, TOP OF SIDEWALK/CURB
F� (PAD MOUNTED)
4=200W TRANSFORMER
FINISHED SPOT GRADE, MATCH EXISTING GRADE
DUMPSTER/STORAGE BUILDING (SEE ARCHITECT PLANS)
pp INSTALL NEW "KEYSTONE'
EXIST POWE LE, OVERHEAD ELECTRIC
UNDERGROUND ELECRICAL LINE ADJACENT TO RIGHT FHERS). BUILDING' SETBACK STORE
CHICK-FIL-A -ENTER" SIGN (NOT USED) SERIES 03A
AGED SIDEWALK
-EXISTING FENCE LINE (WOOD -OR -CHAINUNKi) REPLACE ALL DAM - -�f
TO MATCH ORIGINAL CONDMONS. 5
EXISTING SEWER MAIN AND MANHOLE
-04 (NOT USED) TRACT 3
EXISTING WATER MAIN WITH VALVE "w 11 -- , , '' ­ � '-f­ 6] PRE -SELL MENU BOARD
EXISTING GAS MAIN AND VALVE OR METER ARC= 15 2
PED M EXISTING TELEPHONE UNE AND PEDESTAL R-230.0 TypL60 Q, - — - — - — - 75' REDUCED [3:7] BITUMASTIC EXPANSION JOINT, TYPICAL. INSTALL EXPANSION JOINT
BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITH BUILDINGS, AT -MAYFAIRE
PROPOSED LIGHT POLE IBUILDING CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS.
11 DS (SEE CONDITIONS) SITE CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR THE
EXACT DIMENSIONS OF THE 13UILDING AND THE LOCATION OF
EXISTING TREE, SIZE SPECIES A 11d4I
R12 GATES TO BE -INSTALLED BY BUILDING- -CONTRACTOR WITH SHEET TITLE
M2098' 72118' V)
rri
INSTALLATION, T
N,) DUMPSTER STRUCTURE. COORDINATE WITH PAVEMENT
SCALE S.K0.D. S IT
'ARKING SETBACK C) SAWCUT EXISTING CURB AND GUTTER AS NECESSARY TO
Scale Feet
CAR NOT
T01- (UNDER C RU COMPLETE NEW CURB AND CUTTER CONNECTION. PROVIDE
U 0T`0'V' 40' EXPANSION JOINT BETWEEN NEW AND EXISTING CONCRETE.
NOTICE: PEDESTRIAN SAFETY RW. (UNDER CONSTR C770N) A� 121.28' Q PLAIN
INV: 24.05 I.P.S. F�fjjfj 0" �'ARKING SETBACK -t-. 4]. THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL, DWG EDITION 0.3- 1
0) r SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL
THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE 15' R.CP. R=20.00' R=37.00' C)
EACH WORK AREA FROM PEDESTRIAN TRAFFIC AND TO INSURE SAFE N; - - L=5&12' MEASURES. TO,.SEC.U.RE,..THE.WQRK AREA FROM EXISTING TRAFFIC
PEDESTRIAN PASSAGE AT ALL TIMES. CURB AND TO ASSURE PUBLIC SAFETY. OPreliminary
INLET -180% Submittal
THE CONTRACTOR SHALL -ALSO UTILIZE SAFETY WARNING SIGNS, 4�2 r
F CONCRETE VALLEY GUTTER ENTRANCE DETAIL
BARRICADEZ AND OTHER RELATED MEASURES, AS NECESSARY. ElFor Construction
THE CONTRACTOR SHALL COORDINATE PERIODICALLY WITH THE S82*39'41"If
PROJECT -MANAGER TO REVIEW SAFETY CONCERNS AND ADVISE OF CH=ZU4 95 Jill RETAINING WALL DETAIL
APC=Tk 1 @11% - 1
ACTIVE WORK AREAS. R=&iOo RAUNG SECTION ADJACENT TO RETAINING WALL Job No.
;?/W (C4 - 92 1424
(F,' 644-
Date
(2,11YARD INLET INV: 24.00 DICA 7/00A/ 1 @4
-__-.
MAP BOOK 45
4
m
�
_
v S082 1 '5 7'W C4.2
.......... J0 R. C. P. J. 5J' MAP 83gK F48] CITY OFF WILMINGTON PAVEMENT MARKING ARROW SYMBOLS bao
�
-Checked By: GRG-
(2)YARD INLET Ml =�
Sheet U-
a`
�
_
______ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ OL/) /�/�/
_ _ _ _ _._ ALL DIMENSIONS ARE MEASURED FROM FACE -OF -CURB,
�
o
o

--
�I
STORM DRAINAGE SCHEDULE TEMPORARY SEEDING SCHEDULE NEW HANOVER COUNTY SEDIMENT AND - -
�I, - 1O YEAR EVENT
� F O R SEDIMENT & EROSION CONTROL EROSIQN CONTROL MAINTENANCE PROLE®ORES �---->*
CONDUIIT STRUCTURE GRATE Q GRATE Q PIPE Q PIPE PIPE Q
l . ALL EROSION °�!
AGI��`gC! D! D• A C Tc I REQUIRED AVAILABLE REQUIRED SIZE/(SLOPE) E �/ 11 E (REFER TO SHEET L1, LANDSCAPE PLAN, FOR FINAL LANDSCAPE PLANTING AND ION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR ,3.
M ZE/(SLOPE) A4A, ABLE REM..RKS STABILITY
AND OPERATION FOLLOWING .EMERY RUNOFF .PRODUCING RAINFALL, �� -�`"`
GRASSING REQUIREMENTS:) S
i BUT IN Ni) CASE, LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS s
1.2 O.2,1 0.80 5 7.00 1.,18 5:5 ---WILL BE �AADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.11 'r x
--- --- NEW IN -LINE _CURB INLET Shoulders, _Side Ditches, Slo es Max 3:1)
1.2-1.1 0.21 0.80 5 7-00 ---- --- 1.18 15" (0.4%) 4.42 NEW CONDUIT
��� . 1.1 0.20 0.80 5 7.00 1.12 5.5 -_- ___ ___ P { 2- ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP -DRESSED WITH
NEW IN -LINE CURB INLET DATE TYPE PLANTING RATE ( � ,
.2-i.1 0:41 O,c�3i3 7: 0 AN ADDITIONAL- TWO (2) INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH: �:` '� '� ,�
1' ---- --- 2.30 1 3" (i :47) 4: 2 1�4E4+! CONDUIT ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY "A. fZ Aug 15-Nov 1 Tall Fescue 300 Ibs/acre
�• RETAINING WALL S Nov 1-Mar 1 Tall Fescue &Abruzzi Rye 300 Ibs/acre REMOVED. CONSTRUCTION ENTRANCES SHALL BE INSTALLED USING
I \Q ALONG PROPERTY LINE �' �
3 0.17 0.80 5 7.00 0.95 5.5 - - - --- - - - NEW IN -LINE CURB INLET Marl 1 Apr 15 fall Fescue 3170 Ibs�acre
2" TO 3" AGGREGATE .OR .4 STONE,AND .WILL .E1A1�E .A .MINIMUM DEPTH .OF sl.
3-2 0.17 0.80 5 7.00 o SIX 6) INCHES, AND A MINIMUM WIDTH OF 12 FEET AND LENGTH OF 50 11
� �� ---- --- 0.95 15" (0.4%} 4.42 NEW CONDUIT Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs/acre (
,1 2 0.13 0:80 5 7.00 O.73 5:5 -__ FEET �....,, ,. 50 --- --- NEW IN -LINE CURB INLET Jul 1 -Aug 15 Tall Fescue and 125 Ibs acre
\ . RETAINING 2-1 0.30 o.8a 5 7.00 ---- --- 1.68 15" 0.4% 4-42 NEW CONDUIT ***
WALL S67°24'33»W 1 0.24 0.80 5 7-00 1.34 5.5 --- ( �) Browntop Millet or 35 Ibs/acre
NEW IN -LINE CURB INLET *** Sorghum -Sudan Hybrids 30 Ibs/acre 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND 4
1
ARC=69.99' --- --- Slopes (3:1 to 2:1 } g y
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN __ '`-"
,'J �� CH=69.50' 1 -EX 0.95 0.80 5 7.00
-- - - - 5.32 18" (0.4%) 7.19 NEW CONDUIT &
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED i/ \
- R-170:OE7' EX EXISTING DROP INLET WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
i � Mar 1-Jun 1 Sericea Lespedezo (scarified) 50 Ibs/acre .1 r
7 � \ 4- SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT y r1- r� /f � �- Marl -Apr 15) Add Tall Fescue 120 Ibs/acre M„ �,�I 2.: ..
' � 4 RETAINING WALL 4 -0:2'7 Q:ao -5 - -_- _-- Mar .1-J, } I - -- - DIMENT FENCE WILL BE
BECOMES 6_ INCHES- _DEEP__AT TH,-E,__FENCE.,-- THE THE.. 1 _ NEW IN -LINE CURRB INLET Add Weeping �ave grasa 1.0 Ibs; acre REPAIRED A5 NECESSARY TO r _
_ ,may �t , 7.Ob 1 54 5.5 --- r, 3fl ar
�' ---- 1 54 15 ( MAINTAIN A BARRIER. SILT FENCt STAKES
\ -, ;� 4 5 0.27 L 0.80 5 7.00 --- 4%) 4.42 NEW CONDUIT Mar 1 -Jun 30S Or Add Hulled Common Bermudagrass 25 Ibs/acre
0 WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS UNUSED WITH 520Q Buffington Rd.
- I _ --..; - ��
5 OUTFA L TO EXFILTRATION AREA Jun 1-Sept 1 TOIL Fescue and 120 Ibs/acre $FOOT STAKE SPACING.
** Browntop -Mullet or 35 Ibs/acre -
_. :�c 31.75
> ., # MATCH �� 7� ❑
r ,� - ,< 30 / 5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT Atlanta UE'OrgIO,
i - 2 2 _ *And Tall Fes ue an Hybrids 120 Ibs/acre F O .FEET ,BELOW THE TOP ,OF .THE RISER. GRAY 3Q34-998
-.,
INSTALL EROSION ,REACHES
-- -_ ` ' _ -.,,,z. CONTROL SILT FENCE Sept -Mar ericea espe eza (unhulled - unscarified 70 Ibs/acre
_-w CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
„" "`. ll ` LONGER DRAINS P
2� ^-�-�, '' LON N BE PROPERLY. I EL .WILL .BE
And �_f. 4 t'-.,,. � �.. - � � (Nau .1 -Mar 1 j ,Abruzzi .Rye �r y
m<:r: a.�, � 33 �"` . -�+ �.� .Ibs -acre -
•- 6q
. -. I ID I g
- �_ , i'K � - a A DED S NECESSARY, AND
LL SEE AREAS WILL BE FERTILIZED, RESEEDED A ��
10 ) ` *** TEMPORARY : Reseed according .to .aptirnum season for desired .perehanent 1e etation. MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
Fw . : y
3 MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. M o rk -C U t-e B -1 � `< ,,h � . 3 4 1/1 ry \ Do not allow temporary cover to grow over 12" in height before mowing, otherwise fescue
n7.1 may be shaded out. 7- ALL .DISTURBF_1Jt.REAS WILL ,BE .STABILIZED WITHIN 1.5 .DAYS OF CEASE OF
X ` .,�. a I "'F ,. s, ?36 3a 1__
_ � - MArc ` ; r ,_7 ANY PHASE Of ACTIVITY, INCLUDING SLOPES, SWALES, STOCKPILES AND
_�__ . J
:3s\ � - I J ( 6 1. � CONSTRUCTION ANY OTHER UNSTABILIZ AREAS,
11• - ._ �. _ , R, NOTICE: THE CONTRACTOR SHALL FOLLOW THE ED
\ wv �2: ` } -� "`� ` '� SEQUENCE LISTED BELOW THROUGHOUT CONSTRUCTION.
' ;- �- ` , � _ ._` `�1`=� 8- ACTIVITY SHALL BEGIN ON -SITE UNTIL THE COUNTY
9A ,.
S M ; d t� c Q -- - - - N LAND DISTURBING BING
8 W 8"w S 8"w > _ r - %t �` Z _ - --- - -- -- ISNOTIFIEDAND A PRECONSTRCTION CONFERENCE IS HEALD.
- �° , _ � T �I OBTAIN A LAND-DISTRUBANCE PERMIT AND SCHEDULE A PERO NSTRUCT!ON
`� .4 - S
8 cis � ' �~. - :: - ":� * -- A� !V/ F/ CONFERENCE WITH THE ENGINEERING DEPARTMENT, IF REQUIRED. g
3' - �S \ - _ s a X N31 °21 50' E - ,off COPY OF THE LAND DISTRUBING PERMIT AND THE "APPROVED PLAN"
INSTALL TEMPORARY `,Q � r 456.07' \ S TA CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, .O.r.• t By
..\ r - e �_/ - �_� 33 4 ' , `,. .Z
•.,o° >- .4 - ;, s , Sg SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.
• KEPTON SITE .AT .ALL TIMES.
GRAVEL CONSTRUCTION " ' '' - ` = '
• �. CLEAR ONLY 4S .NECESSARY TO INSTALL THESE DEVICES_ SF TEMPORARY ----------_ _.._-.-_._
I I . I
�� y'�'Ci
I.- ,Y �� - _ SEED T_ _ _
- - ENTRANCE. t � t s _11 � m DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
#�
�8" p MATCH . € y MH. � M R iI ., •,,. „1N LINE" -
❑%�/ _ _ __ GENERAL NOTES AND ADDITIONAL REQUIREMENTS
5,... � �"-•µ CURB INLET- �- 3. .L:OORDINA I E -WITH THE EN - _ __ _ LNG - -- -_M-_ - -FOR AiJ ON - ,-- -INSPECTION, SEDIMENT AMD EPOS#O�II CONTROL -PR�OC-ED�II�'E.�
' 4 C. P' _ �✓ � ,,, 3 76 i..; ' - ,>F as >' f ..1 -
��\:F IN
3s = 32.25 .�_ T.E.=32-00 IF REQUIRED.
cuRe INLEr � `-.,, I.E.=�8.21 �'Y �.
* 1 \"ft / - '` '�q /-/ 3. BEGIN CLEARING AND GRUBBING. MAINTAIN EROSION 1: DURING CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR _
RIM. (UNDER u •'` /,Q S� SION CONTROL DEVICES THROUGH SHALL INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS
' „- CCNsrRuc.ntuaj _ _ , :� `= F / CONSTRUCTION, AS REQUIRED AND NEEDED_ ROUGH GRADE THE SITE-
1N,. Rol i I P 33 _ - , Sri, INDICATED ON THE DRAWINGS. DURING EACH PHASE OF SITE
CONSTRUCTION .THE .CON.TRACTOR SHALL -ADJUST, -RELOCATE -AND/OR Seal
�B 4. INSTALL STORMWATER FACILITIES AND PROTECT INLETS WITH BLOCK AND GRAVEL REINSTALL AS APPLICABLE A
a #yq4<atia IFS° f - `; - _ �. ���, \ MEASURES AS SHOWN NGR� "<, \ PROVED OWN MEASURES NECESSARY TO PREVENTOSISOILCaROSION DEVICES
SE AN
oiNG r `- -' \ ONETHE�PLAN(S). BEiNECNSTRUOfdO BUILDi(vG, ETC, SEDIMENT
TIN
10 § ,:,i '_ - \ DISCHARGE FROM THE SITE.
-_ - _ �� � -
" «. _, . -_ DU,M_P8TER DRAIN 5. STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH 2; IN ADDITION TO STANDARD INLET PROTECTION A
�> a NEW PIPE
2 ATCH I T.E.-34.30 VEGETATION, PAVING, DITCH LININGS, ETC. APPLY SEED AND MULCH TO DEN S DETAILED;
`=ti �_. � � \ .�; , - 1 _ ,� ' � y �. LE.=31.Q0 A�/� , AREAS WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION- ♦� ��
RAIN STRUCTURES V- T ED, PLACED
ALL DRAINAGE STR TURES SHALL HAVE GEOTEXTILE FABRIC
32.90 - S, T, , OVER ALL FRAMES AND GRATES TO PREVENT SEDIMENT ENTRY INTO eee �. -,
INSTALL EROSION 82'-18"RCP �E i n I c
@ 0. 0% }° _ ' OFj 4/� OF 6mv/. WHEN CONSTRUCTION IS COMPLETE AND ALL AREA NEW STRUCTURES AND .CONDUITS. ALL .SEDIMENT SHALL BE .CLEANED �R .: ; ♦,
4 o S ARE STABILIZED COMPLETELY, ♦ 4 . ' ''•.
CONTROL SILT FENCE YAi. INLET 9 �, s-
X RIM: uNnER� t `, F�T/pC,C/�, _ CALL THE ENGINEERING DEPARTMENT FOR AN INSPECTION. OUT OF STRUCTURES AND CONDUITS REGULARLY. ''♦AW y •-, r,, �,
corosrRucnoN .-y
INV--: 27.61 �' • 3. SILT FENCE -SHALL BE MAINTAINED AROUND THE .PERIMETER OF ALL : to
.J" W ,
S 3 7 7. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT . a : z • v� =
:, \N �, ---- _� -- _ �'' - -R 4 .. , ��� q EARTHWORK AREAS TO PREVENT SEDIMENT TRANSPORT ONTO ADJACENT + U • -
Q_ c'u CONNECT NEW 18" RCP r BASINS, ETC_, AND APPLY SEED OR STABILIZE ANY RESULTING BARE AREAS. . • +•+ 0�0 a : -, .
L c PROPERTIES; AS APPLICABLE: s \ TO EXISTING DRAINAGE � ' � 1 A ♦ p N =1 W "
px Q 3 . € STRUCTURE_._. RECONSTRUCT- ? 32Sq. - -=.: S/ORj/Q it
G _ - k, -z,�, A5 NECESSARY TO CC3MPL-EFE ! TF
g "_ 3 /,>7 O 4. INLET PROTECTION AND SILT FENCE FILTER BARRIERS SHALL BE INSTALLED 0 °GO ••• •' ��Ge♦♦
a CONNECTION- RAISE TOP I 32 S 3� =ate f(T-�Pq/ AND MAINTAINED UNTIL -CONSTRUCTION S COMPLETE LANDSCAPING ` * .
m o t \ a 3 C, I T I r�, ti •'• 1 e
_ 3" ELEVATION RA MATCH NEW i 0 r R9 n// /y -_ E AND il _ a .0
FINISHED GRADE=3Z:58f \: a }_ 32.5
^ °{ ��� - _ \ � - `'"'' /C '. IS INSTALLED. - �� ve
1 I \VERIFY INVERT PRIOR TO �` ,r. �, 6 NC %O k�F I�p�s *
INSTALLING ANY ON -SITE I \ '', v P �` �� r -. -
T/o
m
._ 5. THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION
I v vN FACILITIES. t `x �' p s 3�- '
, o cn , � <4v 0 3j. 00 $
R 2 m 'N - � x . 2.1 S 32Qo _ . ' , l DISCOVERY AND REINSTALL ADEQUATE CONTROL MEASURES
DAMAGE AFTER
.a 1 AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE.
3 ��,FIRE 3g bq
_y�
= , -_-.. ,_ # \ 1 HYDRANT , �v� ,r` _
- 34n,00 6. CONTRACTOR SHALL INSTALL TEMPORARY GRAVEL DRIVEWAY u`
t , � �xy
1, -.- -
\ r= �� x �a�`;. zy -CONSTRUCTION POINT .OF ACCESS TO L!PAIT .DEPOSITS 0 AY AT EACH
PARCEL 2- ✓ ' ` RELOCATE EXISTING �- !ice OJ, y 34.80 ,. 34.80 ``"' � - 11,;y 2 F EARTH .AND
FIRE HYDRANT 5' 3 _ ❑ � OTHER HAULED MATERIALS ONTO THE ADJACENT PARKING LOT. THE
�, , @ �� 3-
LEASE PARCEL BEHIND NEw CURB: "`� . ' . .. ;.,: + T �.. CONTRACTOR .SHALL ROUTINELY CLEAN ALL
�. cry V � .. I:I'I ; I � -� INIS ,ALL EROSION - - - - SAND
I _SEDIMENT DEPOSIT
:- cJ' 4 0 :.? �.y.. W DEBRIS FR
COMMUNITY CENTER / .. 2 ❑ ,. . '=` .',5 `� CONTROL SILT FENCE OM THE 'ADJAIEIJT PARKING LOT AS THEY OCCUR. v
tvfA y'T All2E .1 ,L.L.� WAFER'L 1` f �G? 3Z:30 - �'" 1, .
,
MAYFAIRE DEVELOPMENT PHASE 1/ VALVES I� o ro �' \, r280 A � '. 34;30 ' 3# 30 X _ ` - __ I Z "
.
to
4 cat =
:�
(FUTURE DEt/ELDPMENT ?F _ . , _ �°
t F �� _ 34.55 4 55 >4 � a; - RETAINING WALL IS I "
MAP BOOK PACE --- YARD; INLET \, \ s#, I ! J .1" v - _ �. �. _, ALONG PROPERTY LINE �. cc 01� PLUG -
X I 1 t El #1 1 I:P 32.00 ©O. ❑ 33:70 ri • 3 SO.- :, � W
4 32.80
8 1 .. 03 34.50 .i - w w'� U Z �3 �;
�\ -. -1 o
I � \ "IN LINE" 5
�2 . , �. OIAINACE PLAN !OTE DETAIL #BEY
?. CURB INLETaa ., x o 0
U _ ...,
T.E_=32.00 -� �- 341'0 34.7E X ..4.6 x 'O- ; ,`�`�: - l �` �` V
p z
, \ I.E.=28.03 �"'' __;n l ! �. 4•?O} ���'-�. 1 STANDARD CATCH BASIN INLET 'PROTECTION -
I _ _ r ❑ 4
w.
€. �a E N D i Q -. - .TOP .OF `fl�t�l g 8 _. O u
3Q 33.00 \. -' 9. x ,°, ' M..,. «. W CAI
I D35 d
-� �tI
IPF PROPERTY LINE &IRON PIN F IN T PROTECTION SYMB
r7 UO
LINa OR SET 1 "I �- i I , `' 4:27., I a LE QL �,.
33 32.4D
ADJACENT RIGHT-OF-WAY LINE ] _9� - /
1 t
..
�. >
IN LINE" I.E.=2s.00 �a,e A= -,� r , 1 ! I �� D36 C na
G �` \ / » CLEANOUT L- - ,..- 1 � 1 ,
-- cEtvTERLIraE $ 1 �?��'o °, - 71, SILT ENCE DETAIL00
1 , CURB .!NlLET x, _i C7 z A
NEW CURB &GUTTER (CATCHING) i 4 9 G 'lr 32.50 T-E.=32.00 i^ P. W E" Z
..00
.... ". .. _- i `• � �a, �..� 4tn'9. �'.,, < . _ I s� tI �- __,7v - �i s,.,7 '2' CIS ,,,� -
f , _ { Z�\ rn I.E.=28.51__ , : 6 \ p 2
e I„ 14 rx CUB R I _ --- l t �/
2
NEW R & GUTTER (SPJLLNG) \ �, p� ��o�,� �` ao ro 4 ❑ .r"'`_ _ s ❑ TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL z
EXISTING CURE & GUTTE' F CP 3 10 "' I i
- (D�
Z�w
,� i k 5s_ 7n I - a. 3 3 / 'JAM m 33.do l C O jz� W U O x
;' EXISTING CONCRETE SIDEWALK - ��- 2� \ - - ' - _ - y GLi W e['
9 33.00 34.70 i Y .O
A o \:° �s. - - - I 4 Tl r�i£AL Cl1LvERT 'T S39
NEW CONCRETE SIDEWALK ���� 'S _, - I� 8 - 1 ; O % RENEW SECTION C4 z�
-SD SD EXISTING STORM DRAINAGE AND STRUCTURE c3 -�S tF--\ I� 34.fiG I I 4 P.
S R RU c \' - n 32-50 33.40 X - I s ; rri _N -
g .yEVJ STORM DRAINAGE STRUCTURE 1 s<.J 11 - -
. pJ �I
1/ + p ` I ^ate ti �p 0 DRAINAGE STRUCTURE DETAIL D41 i
i
Li
17 EXISTING CONTOUR LINE TOP R, WALLV`•. O - - -
fi = - ; F C C7
{ 7 33.00 , ` ` �� \ 34.10 tn I i t$ z O � \ I
�%�
i3 FINVSHLD C NrOUR LINE W 1 t z
❑ _ ' ?�
a 9 - _ , _ - .. - f 6 � b to © COORDINATE WITH BUILDING CONTRACTOR FOR INSTALLATION OF ROOF
1
+�° EXISTING *GRADE INSTALL EROSION - - `' ° - I'�
��:5D Rt v1 O %�4iNfIGE CONDUIT THROUGH LANDSCAPE E AREA ADJACENT TO BUILDING
CONTROL `SILTENGE. 3
+"O EXISTING GRADE, TOP OF CURB, OR CONCRETE ''' _ 32,00 - r _ TO DIRECT ROOF DRAINAGE FROM DOWNSPOUTS TO PAVEMENT AREAS.
29 S
-X 398.E FI,NiSHEp SPOT GRADE, FLOW ARROW , x &
o #2 \ FEE=34.70 _ 41 t
❑ x
. -_21 34.10 A � ❑ DUMPSTER/STORAGE ENCLOSURE BY BUILDING CONTRACTOR.
x® v °'' FINISHED SPOT GRADE, TOP OF SIDEWALK/CURB F. ; -N I e �!/
`\ "IN LINE , ❑ fff F u4 COORDINATE ALL .GRADE CHANGES .A,D SPECIAL ,REQUIREMENTS STORE
x M.E.G. ✓ FINISHED SPOT GRADE; MATCH EXISTING GRADE \ CURB INLET \�iS $ tic d e WITH SITEWORK GRADING.
PP EXISTING POWER POLE, OVERHEAD ELECTRIC ,/ : "I A -E.T-E= 8.35 ' ��_ ,/ - - - - - I _ _ - ,_ *, i : ; If►1 LINE"SERIES LINE AND GUY WIRE I_E-=28.35 � x / - l CURB INLET ® 3 � \
COORDINATE
I - _ hj} N CONTRACTOR REGARDING ALL MINOR
I - ! 4 T-E-=32.00 I
C ORDINA WITH BUILDING TRACT
o
1\GRADE CHANGES AT PERIMETER SIDEWALKS ADJACENT TO BUILDING.
UNDERGROUND ELECRICAL LINE I r xy / 34_ " 3�,p0 , IT Jy
'u000 cHw✓uNK S74'49'49"W mr 32-55 3 t0 34:7 e IL'�
= Playground aa-,," 2 J ;
EXISTING FENCE LINE (WOOD OR CHAINLINK) , ` , ARC= 154.27' - _ 316a) X �} CLEi NOUT I - -,I• z
`H=151.4O' - I:E.=28:39 G ( � ❑ COORDINATE GRADING WITH UTILITY INSTALLATION.
-32,75 COMMUNITY CTR
6 CX 9 EXISTING SEWER MAIN AND MANHOLE i
��� r' R-230.00' 11 . v s
it
t `
/ ))■■
=dr EXITI[LG .WATER .MAIN .WITH -V°I V_E I - - I -- � - 1 O COORDIN t _ .. _ N :: ! ❑ ATE GRADING INTERFACE WITH EXISTING ACCESS ROAD. A T M A Y F A I R
G.V.
r .-' Y ; . '� - - I ; DO NOT DAMAGE EXISTING PAVEMENT OR OTHER FACILITIES.
v G--0c EXISTING GAS MAIN AND VALVE OR METER
`+' i
PEE) _�" - 1 - a{ ,�".'v., r' , ca•.. r', _ - - - J„� € s f - t i t ! I
❑T 'EriiSTitvb` TELEPHONE LINE ANII PEDESTAL,,." a '- -, -' .' �, - 43. ,tY I LM I I V V TOIv I V C
11 4,t1 a L _ 1 3 33.50 X =' 34 ;Oti3. ; _ G!_ `; ;' ; _
�_� PROPOSED LIGHT POLE w` r ' !1 ©F;OF`uiAL -_. _ x � - 1T ° -- - - _ ---
r s 33 00 34 S
sP
O ROOF DOWN SPOUT >> ,.. r I a >.. I _ t AC f
Ds �� -.. ;4 A SHEET TITLE
m r i} -1 Iw - 33.20\� - 3' 1 Q' r
EXISTING MONITORINE JELL _ ' ? I
15' 0 t` - . ��9 ti Z
EXIS1tN€3 TREE, SIZE &SPECIES f - 3 i 9 � T �IT �((��
I . 2. / c' - (n A 1 tl i.�a.
,...�.,.._., w_ __ ....._,..... _...e ". ,,,G. OAK P - PINE `S' _ /: j , Ui 2
r �ti 32,00 s ' 4, - . CN _ - - -
v
aAW INLET 1 ^I: , , - ; O G
^"' - -
s �,3.: ; Ix
® -- J !TQP (UNDER CONSTRUC77GN) ' ':k -- # I ` - f
I� � _ RR
.f
Rl4! (UNDER CONSTRUC71AA1) } -- _, i ., _.__ _ -.. -► - - i'`t 1 a 1 } / II
._: -
ill,
PLAN
1➢VV_- 24.05 I _ _< ---_ I I _- � f i r Z � R
. ;
- - _ - _ -
R-C.P- - - - - _ - - �?~' �'
C
t - ._ � --
�IC ,
CURB
-
_._ -_ -. _ FLARED
..- ...._, ..-. -1 _.. _ _.._ _, _._. ,. ,__ � 11 __ _ -_ . -- - -- -- - _�- � SECTION
_ _. _. _. _.._.w _ ... ._ _
-
_, - , �, LINE" `� "'"_
�. 4
_ .. _ , INLET 1 h_, �`-� - - ,-_ --._. - __ 2 ---- ------ ___ -� ;�.:3_. I E =4 30 P I P I I m I it a f y
"I - _ � .- . _._ - . _ _
I t - _ -- - ---- - - i
`` ' - -
- _� �tiRB-- ! N LET.- � k _
_.•. • __- m_ _ .. -. -- . _. ., . _ w_ - _..__ ._.. �. .•_ w._ _._.. _• , . - -- - -
�- r
� 7:E-32t?0 _ ❑g0� Submittal
0
S82 39'41 "W _ ��
INSTALL EROSION z � '�' '
,.r ..__ ..... - �,_ , _. _. u-_ _ ___ - ,� __ -- �-- �, _• .-:..., � _ _ - ..�,• v _ _--._ .. _- - --
___ u._ .. _ _w - . .- ._ _ , ._. ,_,•_ -
c H=��:95 _ - - _ _ __ _ - y _
^ ARC=34.17" n _ - _
.- i E` 28 63 -` .� .CONTROL •�IL� FENCE El -For CU IYI S l ((::! L,� I �.r:l
_ u __ _._ _ -r_ .w_ �F... -a_ _ _ __ _ _ x ,r . I - --- -._ -_ - � _ -___ _ . - _ ._ _ ­__ - -- - �_ - __
- -- _ - _
�. ' _. - - - - - �,-
_ _-_ ._ ._
I ..-. _ - - SCALE 1 =20 b �.
�.- -- _ -
., - - -- - - -- - - � .. z _ -._ - �..
- - - - _ - wA. __ _ -
_.__
10 0 20 40 J I Fjs� 'L
- ,_ ,-.,-._.._ ---- S06 = 5, _ - - -_ 3 X- Scale Feet l(�r 124
49'46 'W CH 2O5. 6 ARC=205_ 55'
R-/ : . ­ _: -
_._.- A -�
'� - - _ _. R - �ri Fi ..r _.-.,_ ---- __ r ___ ..,._. _ _ e r
` - r,
CIV_ Qate 4 19 ��_ -�
2 YARD INLET FEs n r r _r _ e E1.P. i4/W
i - 1 1NV: 24.0o PORTION OF CHICK-FIL-A 1 FMAP r" �� 5 PA -G. T- RIW DE,Di AT[OtV - TILITY LOCATIONS
..
_.. _. _. _. _. _. _. -. _.._ _. _. _. _. _ DITCH _. 30" R.C.P- I - iINFIL
SITE DRAINING TO MAP BOOK 45 PAGES 318 THRU 3T9 0_B, OT �rahAfn 1 • MSW I
ICE: EXISTING U
MA YFA/REP PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY
TRATIO„ AREA y�8 S08 21 57"W N_ C. D G T STORM DRAINAGE FACILITIES,, GRADING & PAVING; AND OTHER RELATED
g I IRON PJPE W/TH n /t l� I� C O K E D v G RG
,r N.C.D-O. r R%W DISC _
30 R. C. P. J. 53' MAP I '�' CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL
l4A:AYP/lRE PHASE J - __- BOOK 43 UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED
N. C. D. 0. T. R l�/ D�DICA TION MAP BOOK 43 PAGE 344 % / j fit? l R. C. P. _ _ I 30 " R C. P. TO COORDINATE r -
/ ' `' / / \ (2)YARD INLET �{RI CTIY .(S .N GESSr?,RY) WITH E H .APPLI-CABLE UTLLITY Sheet
/// \ AGENCY FORROPRIATE FIELD LOCATION MARKING. THE CONTRACTOR
- SHALL rit r P E THAT ALL EXISTING UTILITIES HAVE "I
BE NSIBLE TO ASSURE
1 _ TO STING s?E T E THE VJ(72K {V A jAFE i�9r�NIE2 _ ai
-` - I - - - - - WITHOUT GE S
., . I
-1 ,, Z
P LLD R W - -
_ - - - - -
- - -- - - - - _ _- - - - - - - - - -
- - - - - _ _ _ - -OLD R W - - - - - - _ - - _ OLD RAW THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL, �
C 3
- _
AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE- 0
PRIOR TO
CONSTR
UCTION.
ON.

r2 CONTROL JOINT
WHITE
REFLECTIVE
TRAFFIC PAINT
PAINT SOLID
PAINT SOLID
0 o
I
N I
I
a
ih
1'-2" V-p" 1'-2"
DIRECTIONAL ARROW
NOT TO SCALE
STOP
`BAR
6'
STOP LINE GRAPHIC
NOT TO SCALE
RAMP 2% CROSS
(BEYOND) SLOPE MAX.
RETAINING
CURB
VM
I I
SUBGRADE COMPACTED
AS SPECIFIED
SECTION A -A
IF CHANGE IN DIRECTION OR IF
RAMP EXCEEDS 30 FEET
NOTE:
INSTALL 1"
TOOLED RADIUS ON
ALL EXPOSED EDGES SIMILAR AS
SHOWN
ON CURB DETAIL
CURB (BEYOND)
CONCRETE FLUSH
WITH PAVEMENT
q b
\
81111 PAVEMENT
0
I
� m
4"
T
4"
I-
0
I
DRI
V
"vHRU
DRIVE—THRU GRAPHICS
NOT TO SCALE
Tt' DIAMETER (SOLID)
I
i
a"
o 7
I k
4" WIDE WHITE PAINTED)
LINE NON -REFLECTIVE
( TYP. )
PAINTED HANDICAP SYMBOL
NOT TO SCALE
4" THICK CONCRETE
SIDEWALK SECTION
1: 20 MAX. s SFF G9��
2i�� ijFF�S'
TEXTURED
.,..._. SURFACE
MONOLITHIC CONCRETE
HANDICAP RAMP (3000 PSI)
—TEXTURED SURFACE
CONCRETE CURB
& GUTTER
SIDEWALK HANDICAP RAMP
DETAIL NOT TO SCALE
HANDICAP STRIPING SHALL HA DETAIL FOR
HANDICAP PARKING
BE 4" WIDE PAINTED LINES SIGN
USING WHITE TRAFFIC
PAINT 24" TYPICAL CONCRETE
CURB & GUTTER SECTION
i. I
�L e`
it
60' DEGREE PARKING
"NO PARKING' AREAS
PAINTED NTH 4- WIDE
WHITE STRIPES 0 4'
ON CENTER SPACING.
NOTE: NOTE:
HANDICAP PARKING AND ACCESSIBLE AISLES PARKING STALL DIMENSIONING SHALL BE IN
SHALL NOT EXCEED 1:5 N 0 I SLOPE IN ANY GOVERNING ACCORDANCE WITH APPLICABLE COVE G
DIRECTION. IF ONLY ONE ACCESS ISLE IS AUTHORITY'S STANDARDS FOR THE DIMENSIONING
INSTALLED, IT IS TO BE A VAN SIZE. SHOWN ON THE SITE LAYOUT PLAN.
STANDARD PARKING STALL
NOT TO SCALE
4" WIDE PAINTED
PARKING SPACE STRIPES,
TYPICAL. COLOR: WHITE
9'
90' DEGREE PARKING
TRAFFIC MARKING PAINT
1. SURFACE PREPARATION- SURFACE I
MUST
BE CLEAN DRY,
R AND IN SOUND
CONDITION. REMOVE ALL OIL, DUST,
GREASE, DIRT, AND OTHER FOREIGN
MATERIAL TO ENSURE ADEQUATE
ADHESION.
2. RECOMMENDED SPREADING RATE PER
COAT: APPROXIMATELY 320 LINEAL FEET
OF STANDARD 4- STRIPE PER GALLON.
WET MILS: 15.0
DRY MILS: 9.0
COVERAGE: 100 SO. FT./GAL APPROXIMATE
SMOOTH TOOLED FINISH_/
AROUND ALL EDGES (TYP)
f.
" EXPANSION
JOINT
711
­1
F
7T,
BROOM FINISH CONCRETE
5'-0- (TYP)
-IIVJIIIL VI _/
TOOLED EDGE TO CREATE
PICTURE FRAME EFFECT
6"x6"x6 GAUGE WELDED
3000 PSI COMPRESSIVE WIRE FABRIC
STRENGTH CONCRETE
N N N -�{ I..�
2„ `_ 12" I
" PREMOLDED EXPANSION
JOINT FILLER, ALL EDGES" CONTROL JOINT
SQUARE.
EXPANSION JOINT CONTROL JOINT
TT TYPICAL CONCRETE SIDEWALK
NOT TO SCALE
5' MIN. 4' MIN, RAMP 5' MIN.
TRANSITION TRANSITION
} V 1 OH MAX. 1 V:1 OH MAX.
(— 1 V: 12H MAX. I
IV: 12H MAX.
EXPANSION JOINT
_z SIDEWALK / - SIDEWALK
CURB
rn
PAYMENT
DETECTABLE WARNING COMPLYING WITH SECTION 4.29.2 OF THE "AMERICANS WITH
DISABILITIES ACT" SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE RAMP.
HANDICAP RAMP w/ FLARED SIDES
NOT TO SCALE
SIDEWALK ELEVATIONS VARY - HOLD
FLUSH WITH FINISHED FLOOR AT
ENTRANCE WAYS. PLANTING AREAS
MAY EXIST BETWEEN THE BUILDING 4" THICK, 3,000 P.S.I.
AND THE BACK -OF -SIDEWALK (SEE CONCRETE, SIDEWALK," EXPANSION
SITE PLAN). EXPANSION JOINTS DO SEE DETAIL JOINT
NOT APPLY TO SIDEWALK SECTION VARIES
ADJACENT TO PLANTING AREAS. / SEE SITE PLAN CONCRETE CURB
AND GUTTER,
SEE DETAIL
NOTICE: ALWAYS ALIGN BUILDING EXPANSION JOINT PAVEMENT,
CURB AND SIDEWALK JOINTS. SLOPE 1:50 MAX AS SPECIFIED
BUILDING FOOTING
•' I l`111-III 1111+1=1111 III III_='
COMPACTED SUBGRADE AS SPECIFIED STABILIZED AGGREGATE
BASE COARSE, AS
SPECIFIED
NOTE:
CONTRACTION JOINTS AT 5'-D" O.C. TOOLED" (+g",-0") WIDE, 1" OR MAX. DEEP
WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s. UNLESS
APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN.
SIDEWALK WITH CURB & GUTTER
SECTION NOT TO SCALE
TRASH ENC_OSURE PLAN
GENERAL P:OTES
CRETE
RETURNED CURB HANDICAP
RAMP
NOT TO SCALE
PAVEMENT DIMENSION REFER PAVEMENT DIMENSION REFER
TO FACE OF CURB UNLESS TO FACE OF CURB UNLESS
INDICATED OTHERWISE INDICATED OTHERWISE
2-R 6„ 1„R
1" 6"
L
WR4
4 e
N
4 '' 4 a. td '.•d. d
d a
d
o- •
LV
AOSPILLING CURB AND GUTTER
OB CATCHING CURB AND GUTTER
CONCRETE FOR CURBING SHALL HAVE CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER
A MINIMUM COMPRESSIVE STRENGTH OF INSTALLATION SHALL BE REFERENCED THICKNESS MAY BE INCREASED AT THE EDGE
3000 P.S.i_ AT 28 DAYS. (CUT OR FILL) TO THE FACE OF CURB OF PAVEMENT TO MAKE BOTTOM OF GUTTER
PARALLEL WITH PAVING OF BASE COURSE.
CONTRACTION JOINTS AT 10'-0" 0_C. TOOLED 1/4" (±1/16",-O) WIDE, 1" OR MAX. D/4
DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS
APPROVED OR 'NDICATI=D OTHERWISE ON PLAN VIEW JOINT PATTERN.
9 24" CONCRETE CURB & GUTTER
C-4.0 NOT TO SCALE
�6" THICK 3000 PSI CONCRETE
APPROACH PA (TINT BLACK)
Y_p• WITH WWF 6 6 W2.9xW2.9
TYP-
O a
TYP.
O�
L Ott Jllt PLAN FOR LAYOUT PROVIDE POSITIVE DRAINAGE
o OF CONCRETE LOADING PAD. AT DUMPSTER PAD. j o
a
AW J INT SAW JOINT SAW JOINT N
2. SEE GRADING PLAN FOR
ELEVATIONS ON DUMPSTER
PAD AND DRAINAGE OF
INTERIOR TRASH EMBED GATE POSTS 1Q'-0" TOP OF
PROVIDE POSITIVE DRAINAGE 6" THICK 30 0 PSI CONCRETE ENCLOSURE. AND PIPE BOLLARDS
AT DUMPSTER PAD.[APPROACHa 6" THICK 30 0 PSI CONCRETE Y SLAB
P D WITH 3's AT-7 � o
# a � I [APPROACH PAID WITH #3's AT � I INTO 18"sx3'-6" �• 8"
3. 16" E CH WAY f N PROVIDE POSITIVE DRAINAGE f a Ln DEEP CONCRETE"
1
ON APPROACH PAD. 16" E CH WAY `' c,4
FILLED HOLE 12 -1 '" 12'-1 '" a
4. SEE SHEET'ARCHITECTURAL _
SAW JOINT PLANS FOR ADDITIONAL
DETAILS ON TRASH ram- SAW JOINT-
12'-7" 12'_7- ? ENCLOSURE. 12'-7„ TOP OF SLAB
o 12'-7" o I I I I o
EMBED GATE POSTS t ' 4 BLOCK LEDGE
AND PIPE BOLLARDS ` -' ' EMBED GATE POSTS
AND P �—
\
\
IPE BOLLARDS � LLARD
0' 6>,
N S
EDGE OF ----
/
SPREAD INTO 18"� E D _-
x3 6" VERIFY +;.m — INTO 18 �bx3 -6 VERIFY 6 6 BOLL .; -"
- = FOOTING DEEP CONCRETE - �� LOC-IA�O� -- --
DEEP CONCRETE - LQGATION-S-- _ —
FILLED HOLE _ LOCH VENDOR FILLED HOLE LOCAL 8' 6 8" 8'
o, VENDOR
ti
E
BLOCK LEDGE \ FD i ��
- � � - TYP
- � TYP - B L o0 OCK LEDGE TYP
L 'r
/ co l /
EDGE OF SPREAD 6'-8" 8" EDGE OF SPRE'_p• AD 4'_5• 4'_p" g'_2• 4g" 6'-8" 8" 8 FOOTING FOOTING 13 CIOVERIFY LLL ARD ION O
13>-0" IF INTERIOR DRAIN IS NOT 13 8
34'-0" i2'-5" PERMITTED, OMIT 8" BLOCK 34'-L. LOCAL VENDORS
34'-0" WIDTH AT FLOOR LEVEL,
BOTH SIDES, FOR DRAINAGE
OUTSIDE OF DUMPSTER AREA.
11 REFUSE ENCLOSURE FOUNDATION PLAN 12 EFUSE ENCLOSURE ALTERNATE DRAINAGE PLAN EC-4-'REFUSE EN
C-4.o c 4.o CLOSURE FOUNDATION PLAN (ALT)
NO T® SCALE NOT TO SCALE
NaTTO SCALE
Mark Date By
Q
Seal
o
f�•
w.
w
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CC
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STORE
Series S03C
TRACT 3
COMMUNITY CTR
AT MAYFAIRE
WILMINGTON, NC
SHEET TITLE
CIVIL CONSTR.
DETAILS
DWG EDITION
❑Preliminary
1180% Submittal
For Construction
Job N 0 1659-2
Store 1424
Date 3-21-05
Drawn By : Msw
Checked By: GRG
Sheet
C--4s0
GRG FILE: 1659-C4.DWG

20'' 0"
2'-0" CHAMFER
12'-0"
10'-0" 10'-0"
12'-0"
RAMP
LANDING LANDING
I
RAMP
24" CURB
i
�cs
AND GUTTER
:
CONCRETE
6" HEADER
CL
o
DRIVE-THRU LANE
CURB
v o
a'i
c>F
�' HEADER
v END 24' CURB
N
o
.6"
CURB
AND GUTTER
FACE OF CURB
_ -
8" EL.
x:
1'
'FACE OF BUILDING
EL. _ -2" 1
EL. _ -2"
L = -2'
L6"o PIPE BUMPER POST
COORDINATE WITH THE
LANDSCAPE ARCHITECT NOTICE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0
TO PROVIDE
LANDSCAPE BARRIER
14 DRIVE—THRU PLAN
C-4.1 NOT TO SCALE
3_0'
ENT DIMENSION
TO FACE OF CURB UN
" EXPANSION JOINT INDICATED OTHERWISE
NOTE: : �g
EXPANSION JOINTS AT 20' MAX. 8c ALL P.C.s, UNLESS
COORDINATE WITH THE
LANDSCAPE ARCHITECT
TO PROVIDE
LANDSCAPE BARRIER
APPROVED OR INDICATED OTHERWISE ON PLAN VIEW CURBING SHALL BE TYPICAL
JOINT PATTERN. PER STANDARD DETAIL
t. 'a • a < d <.t ' t <.
. d <
i - t<
Il II III � ICIIiI� I�11�1—III IIiI �II�III CONCRETE FOR FOR RADIUS PROTECTION SUBGRADE COMPACTED TO 95%
SHALL HAVE A MINIMUM COMPRESSIVE MAXIMUM DRY DENSITY (MODIFIED
STRENGTH OF 3000 P.S.I. AT 28 DAYS. PROCTOR).
STABILIZED AGGREGATE CROSS SECTION
BASE COARSE
17 LANDSCAPE & IRRIGATION
C-4.t PROTECTOR NOT TO SCALE
PAINT ALL RAILING
BLACK
VERIFY LENGTH (SEE SITE PLAN)
1" STEEL
✓, .�� 1 X 12 1 J- L4TS
4
Q•
~
"x
3R
1
TS
PI
ET
C�
o
GS
"
L0
A G
"
I K E
Qn1j
9"
N
Ll
[1,
H
Ll
L]
L]
Ll
N
1 x2 TS
r,
'd
° 4 .a .°• °, .°
a
d
CORE AND GROUT
SIDEWALK FOR EACH
POST
HANDRAIL ONLY FOR USE AT SIDE ENTRANCE WHEN REQUIRED.
21 HANDRAIL ELEVATION
C-4.1 NOT TO SCALE
ELEVATION
RAMPS AND HANDRAILS TO BE IN COMPLIANCE
WITH SECTION 4.8 OF THE 'AMERICANS WITH
DISABILITIES ACT'
'22 YPICAL ADA RAMP AND HANDRAIL
-4.1 NOT TO SCALE
NOTES:
1. PARKING ONE SIDE ONLY
2. 3,000 psi CONCRETE
6,10
CS
5�
2"�
"7'
2-#3 REBAR
1"0 TO 1J" 0
� 1
0
t
�' ¢ /HANDRAIL
DETAIL "A"
DRIVE— HRU ISOMETRIC
NOT TO SCALE
18" #4 REBAR AN RS DRIVEN FLUSH
WITH TOP TO SECURE CURB TO
PAVEMENT
CONCRETE WHEEL STOP
HANDRAIL
NOT TO SCALE
d�
t < t
< a.
I
I
I
I
I r
I t L <
8" SQUARE
DETAIL "B"
SET PIPE
IN CONC.
FOOTING
NOTE:
SIGNS SHALL BE FABRICATED USING
j S/F 0.08 NON -ILLUMINATED ALUMINUM
6F - DO NOT ENTER / DO NOT WITH VINYL COPY APPLIED TO THE
FIRST SURFACE,
a NOTE:
ENTER VERIFY COLORS WITH LOCAL
MUNICIPALITY.
30"
RED 'REFLECTIVE' R7-8a
COLOR 12" 12"x6"
1 "R BLUE 'REFLECTIVE'
M
CD
S T ®P VAN COLOR R7-8
`� ACCESSIBL WHITE 12"x18
'REFLECTIVE'
RESERVED COLOR RESERVED
WHITE 'REFLECTIVE' PARKING BLUE 'REFLECTIVE' PARKING
COLOR COLOR
�O R7-8
3"x3" SQUARE- 12"x18" V�•
ALUMINUM TUBING,
MEXICALI RED COLOR WHITE 'REFLECTIVE'
COLOR
'AAX;MUM R7-8D MAXIMUM
PENALTY PENALTY
o _`U 12 x9 $ 250
MANOR WHITE R7-8D
--—COLOR 12"x9"
2"x2" SQ.
TUBING
LETTERING STYLE TO
BE HELVETICA MEDIUM
NOTE: VERIFY COLORS WITH
LOCAL MUNICIPALITY.
6B - HANDICAPPED PARKING SIGNAGE
8"4 CONCRETE NORTH CAROLINA ACCESSIBILITY CODE
BASE
N
0
i
A
STOP SIGN & STANDARD
MOUNTING POST
1" ASPHALT 4" THREADED
OVERLAY BRONZE CLEANOUT
FINISHED GRADE PLUG.
PAVEMENT AREA 8" 8„ GRASS AREA
APPLICATIONS APPLICATIONS
i
CONCRETE COLLAR I LENGTH AS
REQUIRED
4" DIAMETER PVC UNLESS I (24" MINIMUM)
INDICATED OTHERWISE i
45' LONG SWEEP ELBOW
WYE (SIZE VARIES, SEE
PLAN VIEW)
FLOW — - — -
o"b"b"o b b o a o b b o b s
b o 0 0 0 0 0 o b o 0 0 0 0 0
0 o b b o 0 0 0 0 0 0 o b o b o<
babbb66664666666664666060 ObbbObf
bb(1�nbnbll6(SaAb[1666nb., 6..0,. .. bnbnb,
BOTTOM OF TRENCH
PLUG REQUIRED IF END
OF LINE
SERVICE LINE
A VEL
CLEANOUT NOT TO SCALE
MAX, RISE/RUN FOR ACCESSIBLE RAMPS
SLOPE
MAXIMUM RISE
MAXIMUM
HORIZONTAL
PROJECTION
1:12 TO < 1:16
30 INCHES
30 FEET
1:16 TO < 1:20
30 INCHES
40 FEET
RAMPS SECTION 4.8.1 - 4.8.3
*"ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER
THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL
COMPLY WITH 4.8"
*"THE LEAST POSSIBLE SLOPE SHALL BE USED FOR Y AMP.-:
*"THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 48"."
*SEE MAXIMUM RISE/RUN CHART FOR ACCEPTABLE SLOPES.
LANDINGS SECTION 4.8.4
*LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF
EACH RAMP. LA GTH SHALL BE MIN. 60" AND BE AS
WIDE AS RAMP MIN. 48'.
IF RAMP CHANGE I ION LANDING WILL BE MIN. 60"x60"
*"IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN
FRONT OR THE DOORWAY SHALL COMPLY WITH 4.13.6"
HANDRAILS SECTION 4.8.5 AND 4.26
*"IF A RAMP HAS A RISE GREATER THAN 6" OR A HORIZONTAL
PROJECTION GREATER THAN 72", THEN IT SHALL HAVE
HANDRAILS ON BOTH SIDES"
*HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE -
GRIND SMOOTH AND PAINT TO MATCH DARK BRONZE.
CROSS SLOPE SECTION 4.8.6, 4.3-7
*THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER
THAN 1:50.
*NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE
EXCEED 1:50.
24"
RED
CIRCLE
'REFLECTIVE'
COLOR
BUILDING
M FOR
WHITE
'REFLECTIVE'
DRIVE-THRU
COLOR
SERVICE
C
DRIVE
SIGN
24"
RED
'REFLECTIVE'
COLOR
RIGHT�g
WHITE
TUB
'REFLECTIVE'
V
i
COLOR
D
RIGHT TURN ONLY SIGN
24"
RED
'REFLECTIVE'
COLOR
E
M
AY
WHITE
'REFLECTIVE'
COLOR
NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA CONTRACTOR"
16 DIRECTIONAL SIGNAGE
NOT TO SCALE
REFER TO STRUCTURAL DRAWINGS
FOR ACTUAL POLE BASE
DIMENSIONS
INSTALL 2' FROM BACK OF CURB
TO CENTERLINE OF POLE BASE
CONCRETE POLE
BASE
TOP OF CURB
d a g
r t -A
STEEL POST CAP
6"' STEEL PIPE NOTE:
(SCHEDULE 80) FILLED BOLLARD HEIGHT SHALL BE
WITH CONCRETE 5'-0" AT DRIVE-THRU
WINDOW AND DUMPSTER
ENCLOSURE
PAINT BOLLARD WITH RED
EXTERIOR ENAMEL PAINT AT
DRIVE THRU. PAINT BOLLARD
WITH BRONZE COLOR AT ALL
OTHER LOCATIONS.
ANCHOR STEEL PIPE IN
CONCRETE FOOTING, 2' x 2' EXPANSION
x 2'-6" JOINT
ASPHALT PAVEMENT CONCRETE PAVEMEN-/
APPLICATIONS SLAB APPLICATIONS
. d <
t <
11—III—III—III—III <: �' -
11=1
=I 11=1 I I —I 11=1 I I I I I-1 11-1 I h I►=1 i 1-
' -III—III—III `° t <
40
11=III ... to d' . t<d.. d II I I (III I I Ilii
I I I i—III—III=1 I I=1 I I I
i�lll 111111�IIIIITI111�11_IIIIIIII�IIII,;,II
PIPE BUMPER POST
NOT TO SCALE
LIGHT POLE 24'
TALL (TYP.)
(D.O.T. STYLE SIGN - COPY
TO BE CHANGED AS NEEDED)
E
ONE WAY SIGN
6" IN LANDSCAPE AREA
24" IN PAVED AREA
GRADE
III-1 11=1 11=1 l 1=
I-
,, 11-111,;,111=
TYPICAL POLE BASE
NOT TO SCALE
STEEL POST CAP --�
4% 4' SQUARE STEEL PIPE
(' WALL THICKNESS) FILLED
WITH CONCRETE
PAINT BOLLARD WITH RED
EXTERIOR ENAMEL PAINT so
i
ANCHOR STEEL PIPE IN
CONCRETE FOOTING, EXPANSION
1'x 1'x2'-6" JOINT
ASPHALT PAVEMENT CONCRETE PAVEMENT/
APPLICATIONS SLAB APPLICATIONS
<
It III=111=III=I I I=I I I-1
I_I=III=1I 1=111=1 I I.<: 4 . <d�. 1=1 11-III=III-1 11=� I I
111--III— III —III III=III-1 I -I I i=1 I I-
-1 I a`11=1 11=
=1 11=11 I a N�< I I I I I I I I= I I I I� I
< III—EIII—l I
— — 1=1IElIF
= t< d a
— 'al
t<d k d' ,III,-111=1
�I I I-1 11-1 I I-1 I(-1 I I--1 I I III
EX
AUTOMOBILE PARKING BUMPER
23A
C-4.1
NOT TO SCALE
i3
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
0
Mark Date By
A
Seal I�
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STORE
Series SOK
TRACT ,3
COMMUNITY CTR
AT MAYFAIRE
WWINGTON, NC
SHEET TITLE
CIVIL CONSTR.
DETAILS
DWG EDITION
❑Preliminary
❑80% Submittal
For Construction
Job No. 1659-2
o
Store 1424
Date : 3-21-05
Drawn By : Msw
Checked By: GRG
Sheet
C-4,1
GRG FILE: 1659—C4.DWG

PAVEMENT THICKNESS
ASPHALT ASPHALT
SURFACE BASE
COURSE COURSE S.A.B.C.
REGULAR DUTY 1" 2" 6"
ASPHALTIC CONCRETE SURFACE
COURSE, AS SPECIFIED IN APPLICABLE
DOT STANDARD SPEC., LATEST EDITION.
EXTEND BASE 6" BEYOND
FOR APPLICATIONS WITHOUT
URB & GUTTER, SIDEWALKS,
BUILDINGS OR OTHER
STRUCTURES.
ASPHALTIC CONCRETE
BINDER COURSE, AS
SPECIFIED IN APPLICABLE
DOT STANDARD SPEC.,
LATEST EDITION.
.. ill
.. 11171"11'' "'...
APPLY PRIME COAT AS SPECIFIED IN
APPLICABLE DOT SPECIFICATION, AT AN REMOVAL &REPLACEMENT OF
APPLICATION RATE OF 0.25 — 0,28 UNSUITABLE SUBGRADE MATERIAL AS
GAL./SYD. SPECIFIED IN THE GEOTECHNICAL REPORT.
STABILIZED AGGREGATE BASE COURSE, AS SUBGRADE COMPACTED TO 95%
SPECIFIED IN APPLICABLE DOT STANDARD SPEC.,7 MAXIMUM DRY DENSITY (MODIFIED
LATEST EDITION, COMPACTED TO 98% MAXIMUM PROCTOR).
DRY DENSITY (MODIFIED PROCTOR).
(2)TYPICAL PAVEMENT SECTION
J4.2/
NOT TO SCALE
3000 PSI COMPRESSIVE
STRENGTH CONCRETE
6"x6"x6 GAUGE WELDED
WIRE FABRIC
X
¢ X X a
►_
11=► ► =� �- 1=1 I=I IEE I
SUBGRADE COMPACTED TO 957o
MAXIMUM DRY DENSITY (MODIFIED
PROCTOR)
CONCRETE PAVING DRIVE—THRU
LANE
NOT TO SCALE
MATCH WIDTH OF
EXISTING GUTTER /ALLEY GUTTER
& FACE OF CURB
MAINTAIN FLOW LINE OF
EXISTING CURB & GUTTER TOP OF CURB
BEYOND
SAWCUT EXISTING ASPHALT PAVEMENT
TO PROVIDE A STRAIGHT, SHARP EDGE NEW ASPHALT PAVEMENT
BETWEEN NEW CONCRETE AND ASPHALT
PATCH WORK.
NEW BASE COURSE
EXISTING ASPHALT
PAVEMENT
OdOaO O O O O O O ; a er O a o O O a a a
0000000000000 0000 , y . .4 aaaooO000aaa0000aoo0
OOdO0O0000 O O O O D
EXISTING 8" THICKNESS
BASE COURSE THROUGH DRIVEWAY
#4 REBAR AT 6" O.C.
EACH WAY
USING TYPE I ASPHALTIC CONCRETE
FULLY DEPTH ASPHALT PATCH
NEW REINFORCED CONCRETE
VALLEY GUTTER SECTION
CONCRETE VALLEY GUTTER
29 ENTRANCE WAY DETAIL
NOT TO SCALE
SEE SITE LAYOUT PLAN FOR
ANGLE AND MEASUREMENT
OF SPECIFIC SIDEWALK
SECTIONS, RAMPS, AND
LANDINGS.
a
VAR\ES SEE S\�E C'�PN
MONOLITHIC CONCRETE
HANDICAP RAMP (4000
PSI), TYPICAL (SEE
CURBED HANDICAP RAMP
DETAIL)
4" THICK CONCRETE
SIDEWALK SECTION
PROVIDE FLAT LANDING
AREA WHERE INDICATED z"
ON SITE LAYOUT PLAN CURB
RAMP (BEYOND)
RETAINING (BEYOND) -
NOTE: INSTALL 1" TOOLED CURB — c° CONCRETE FLUSH
RADIUS ON ALL EXPOSED WITH PAVEMENT
EDGES SIMILAR AS SHOWN ON
CURB DETAIL:.::';:'.:' PAVEMENT
SUBGRADE COMPACTED
AS SPECIFIED
SECTION A —A
SIDEWALK HANDICAP RAMP
32 DETAIL #2
C-4.2 NOT TO SCALE
PORTLAND CEMENT CONCRETE
MIN. 3000 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. 4" WIDE SAWED OR PREMOLDED JOINT,
12' MAX. SPACING, SEAL JOINTS WITH
POLYURETHANE SEALANT (SIMILAR AS
SHOWN ON TYPICAL SIDEWALK DETAIL).
r <
a a .d a a <d a
IIIIIiIIIIIiIill IIIill II'IIIIiIIIIIiIIIIIiIIlllllIIIlilllll II
SEE PLAN FOR SLAB PREPARED SUBBASE COMPACTED AS
THICKNESS SPECIFIED (95% MODIFIED PROCTOR)
TRANSVERSE AND
LONGITUDINAL CONTRACTION
JOINT
NOT TO SCALE
w
- z
Y�I
a}
w Q
QLI
Oil
:2 �_
SEE GRADING PLAN FOR WALL TOP 021
ELEVATION AND HEIGHT OF WALL. U 80�
NUMBER OF STANDARD BLOCK UNITS —
MAY VARY DEPENDING ON WALL HEIGHT.
I� CAP UNIT
"KEYSTONE" OR APPROVED EQUAL RETAINING
WALL. STANDARD BLOCK UNIT (8"Hx18"W
x12"DEPTH), TYPICAL, INSTALLED INACCORDANCE
qu
WITH MANFACTURERS INSTALLATION PROCEDURES
AND REQUIREMENTS. COLOR: TO BE SELECTED BY 8" TYP. 12"
OWNER.
FIBERGLASS INSTALLATION
PINS FOR EACH BLOCK
I
WEEP HOLE DRAIN
PIPE THRU WALL ® 20' O.C. —\\ I - —
6
PORTLAND CEMENT CONCRETE
MIN. 3000 PSI COMPRESSIVE
STRENGTH AT 28 DAYS.
DOWELED CONSTRUCTION
SEE PLAN FOR JOINT
SLAB THICKNESS
ji
i a'
ddNEXT SLAB " a < ` ' PREVIOUS SLAB
III—III=1 I I —I � I —I I —I � I —I 11=1 I I —I � I —III —III —I I
I—IIIIII=1 I I —III III— I I=1 I I
„ PREPARED SUBBASE COMPACTED AS
a GRADE A36 STEEL DOWEL SPECIFIED (95% MODIFIED PROCTOR)
14" LENGTH, 12" O.C. SPACING,
GREASE OR SLEEVE ONE END
TRANSVERSE AND
LONGITUDINAL DOWELED
2� CONSTRUCTION JOINT NOT TO
INSTALL SAFETY RAILING BEHIND
WALL AT LOCATIONS INDICATED ON
SITE PLAN. (SEE RAILING DETAIL)
CHICK—FIL—A
SITE
CURB PARKING LOT
FILL ALL VOIDS IN AND
BETWEEN BLOCKS WITH
3/4" AGGREGATE
3/4" SIZE AGGREGRATE BACKFILL BEPLACED
BEHIND WALL FOR DRAINAGE PURPOSES AND
GROUNDWATER RELIEF.
HORIZONTAL INTERCEPTOR 4" DIAMETER
PERFORATED DRAINAGE CONDUIT
CONNECTED TO WEEP HOLE DRAINS TO
FILL VOLUME BEHIND SIDEWALK RELEIVE HYDROSTATIC PRESSURE.
BETWEEN WALL WITH CONCRETE
:777-77-- — �-- GEQGRID SOIL REINFORCEMENT. NUMBER
OF LEVELS AND LENGTH AS REQUIRED BY
MANUFACTURER AND WALL HEIGHT
EXISTING SIDEWALK r- REQUIREMENTS. MINIMUM LENGTH SHALL
(BY OTHERS) m BE 0.7xH FOR WALL HEIGHTS OF 6' OR
�— LESS AND 1.0xH FOR GREATER WALL HEIGHTS.
16" MINIMUM DEPTH
OF BURIAL TO BOTTOM SUBGRADE & BACKFILL
OF FOOTING. COMPACTED TO 95% MAX.
DRY DENSITY (MOD. PROCTOR)
CONCRETE FOOTING/LEVELING
PAD WITH #4 REBAR p 6" -3
O.C. EACH WAY.
3o RETAINING WALL DE T IL
C-4.2 NOT TO SCALE
RAMP 2% CROSS
(BEYOND) SLOPE MAX.
RETAINING
CURB
CURB (BEYOND)
_CONCRETE FLUSH
WITH PAVEMENT
MPAVEMENT
SUBGRADE COMPACTED
AS SPECIFIED
SECTION A -A
4" THICK CONCRETE
SIDEWALK SECTION
1:20 MAX.
CURB & GUTTER--/
CONCETE
CURB GUTTER MONOLITHIC CONCRETE
HANDICAP RAMP (4000 PSI)
ASPHALT
PAVEMENT
NOTE:
INSTALL 1" TOOLED RADIUS ON
ALL EXPOSED EDGES SIMILAR AS
SHOWN ON CURB DETAIL
SIDEWALK HANDICAP RAMP
DETAIL #3
NOT TO SCALE
SCALE
POSTS (1 —1 /2" SCH 40),
6'-0" O.C. WITH REINFORCED
RODS AT BASE CONNECTION
TO MEET CODES.
1-1/2" SCH 40 PIPE
BOTTOM HORIZONTAL RAIL
FLANGE BASE PLATE
8%8" RAILING POST
FOUNDATIONS AT
4'-0" CENTERS.
RETAINING WALL
(DO NOT DAMAGE OR
DISTRUB WALL)
4 EACH 3/8" STAINLESS
42"
3000 PSI COMPRESSIVE
ASPHALT STRENGTH CONCRETE
PAVEMENT AND
BASE COURSE 6"x6"x6 GAUGE WELDED
WIRE FABRIC
N
X� X a X •..__ x. X .
raIcy, ¢..da a g
I =I I =I I =) I= I I=1
—I�I' I I�� III III SUBGRADE COMPACTED TO
2 EACH, #4 REBAR FOR g" 95% MAXIMUM DRY
CONTINUOUS (MODIFIED
MODIFIED
REINFORCEMENT OF
THICKENED EDGE PROCTOR)
CONCRETE APRON @ TRASH
27 ENCLOSURE
1-1/2" SCH 40 PIPE
TOP HORIZONTAL RAIL
3/4" ROUND PICKETS,
— 0.50 WALL THICKNESS,
6" ON CENTER
VARIES SEE SITE
LAYOUT PLAN
18" MIN.
'd d
NOT TO SCALE
RAILING:
RAILING SHALL BE "SUPERIOR" NON —WELDED
ALUMINUN PIPE PICKET RAILING, SERIES 550
WITH SATIN ANODIZED FINISH. RAILING MUST
MEET OR EXCEED THE REQUIREMENTS OF THE
SOUTHERN STANDARD BUILDING CODE AND
O.S.H.A.
RAILING HEIGHT: 42"
RAILING SYSTEM TOP RAIL, BOTTOM
RAIL AND POSTS SHALL BE 1-1/2" SCH
40 ALUMINUM.
PICKETS SHALL BE 3/4" ROUND AT 6"
ON CENTER, WITH A WALL THICKNESS OF
0-05" MIN.
MAXIMUM RAILING POST SPACING: 6'-0"
ASPHALTIC PAVEMENT,
AS SPECIFIED
STEEL ANCHOR BOLTS, 3" STABILIZED AGGREGATE
8» BASE COARSE, AS
MINIMUM INBEDMENT PER SPECIFIED
POST.
--- COMPACTED CONCRETE CURB
SUBGRADE AND GUTTER,
4000 P.S.I. MIN. STRENGTH SEE DETAIL
CONCRETE, AS SPECIFIED
8"x8" SQUARE.
RAILING SECTION
31 ADJACENT TO RETAINING WALL
NOT TO SCALE
0-02 (MIN.)
0.01 MIN.)
0.08 (MAX.)
0.04 (MAX.)
0.04 (NORM.)
0.02 (NORM.)
DROP CURB (STD.
A
SIDEWALK (5-STD-)
2'-6" CURB &
GUTTER SHOWN)
3"R 6"
B
SECTION B-B
_
12:1 MAX. RAMP
9"
I
SIDEWALK
X
ELEVATION
6-0" CURB
3'-4" MIN.
6-0" CURB
TRANSITION
DROP CURB
TRANSITION TOP OF CURB
GUTTER
4 ♦ L
VARIBLE SLOPES NOT SECTION A -A VARIBLE SLOPES NOT
TO EXCEED 12:1 (8-33%) TO EXCEED 12:1 (8-33%)
GRASS/UTILITY
STRIP AS APPLICABLE I i ]
SIDEWALK HANDICAP RAMP
1`% ' IT, A11 MA
NOT TO SCALE
®
• •
i�fi®�3i
®��I�IIIIIICJl:�
B=X—(A+9 ")
B= DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE.
BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0-04.
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
revisions:
Mark Date By
A
Mark Date By
A
Seal
Uv •o
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z•�i
W
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CSi —J 111
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STORE
Series S03C
TRACT 3
COMMUNITY CTR
AT MAYFAIRE
WILMINGTON, NC
SHEET TITLE
CIVIL COSTR,
DETAILS
DWG EDITION
❑ Prelim incry
177180% Submittal
For Construction
Job No. ; 1659-2
Store 1424
Date ; 3-21-05
Drawn By ;MSw
Checked By: GRG
Sheet
GRG FILE: 1659-C4.DWG
C-4.2

#57 WASHED STONE INSTALLED
AROUND ENTIRE PERIMETER OF
DRAINAGE STRUCTURE
INSTALL GALVANIZED HARDWARE WIRE
AROUND ENTIRE PERIMETER OF DRAINAGE
STRUCTURE TO CONTAIN STONE- USE
GEOTEXTILE FABRIC AS NECESSARY IN
ADDITION TO HARDWARE WIRE TO RETAIN
STONE AND STOP SEDIMENT.
AL POSTS AT ALL FOUR
NERS ,FOR HAR_D.WAR•.E WIRE
PORT,
CONSTRUCTION SPECIFICATIONS
1 GE , T..
OTEX {LE -FABRIC SHAL
L 4�E-PLACED -DE TW£EN THE -FRAME AND
GRATE
TO ACT AS A SEDIMENT FILTER. THE FABRIC SECTION SHALL BE LARGE
ENOUGH TO BE SECURELY WEDGED BETWEEN THE FRAME AND GRATE WITHOUT
-BEING -DISLODGE -BY FLOWING OR 'PONDING WATER.
2, SEDIMENT TRAP MAY BE CONSTRUCTED ON NATURAL GROUND SURFACES;
ON AN EXCAVATED SURFACE, OR ON MACHINE COMPACTED FILL, PROVIDED
THEY HAVE A NON —ERODIBLE OUTLET.
3. THEY MUST BE CHECKED AFTER EACH RUNOFF PRODUCING RAIN AND REPLACED
OR CLEANED AS NECESSARY TO INSURE THAT THEY WILL OPERATE AS INTENDED.
_STANDARD CATCH BA SIN
D35 INLET PROTECTION
NOT TO SCALE
.6' ..MAX. WITH WIRE .BACKING
8' MAX- WITHOUT WIRE BACKING
MIN. 12 1 /2 GA.
INTERMEDIATE —
W1RES
0
I
r�
GRADE
II�II�
.L}I-111_
1 -0
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
6" MIN-, COVER
OVER SKIRT OVERLAND SHEET FLOW
0 TO BE INTERCEPTED
w
SI OP FILL SLOPE
g ANCHOR FABRIC SKIRT BENEATH GRADE
IL AS 'DIRECTED BY THE ENGINEER
U FOR REPAIRS OF SILT FENCE FAILURS,
USE No: 57 WASHED STONE FOR ANCHORAGE
.6 WHEN SILT FENCE IS PROTECTING CATCH BASINS.
MIN.
SECTION VIEW
1. WIRE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
SPACING.
2. SILT FENCE FABRIC SHALL BE 7 1/2 OZ. WEIGHT AND A
MINIMUM 9F 3 IN .LDTH ,ANJ) ..5HAL,L .BE .FASTENE-D
ADEQUATELY TO THE FABRIC AS DIRECTED BY THE ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF —FASTENER ANGLE STEEL TYPE.
TIEMPOBARY SILT FENVC%.o DETAIL
STRAIGHT ARROW
NOT TO SCALE
DIVERSION RIDGE WHERE
GRADE EXCEEDS 2%
DIVERSION
RIDGE
m
j ROAD
ROAD
GEOTEXTILE FABRIC
LINER UNDER AGGF
SCR �00
0.
Q0
pp� a000000000
R o00000000000
G�Ss o 00000000000000
o.n. o
0000000000000000066
000000000000000000000
00000000000000000000000
mmmmm mmmA.mmA,mm A. m AmmAAmm A.. AA
o.00.
00000000000000000000000000000000
�0000000000000000 0000000000000000
00000000000 000000000000000000
-
-
00000Aoaoon. M�� �p�000b \
0 00000a 5 v\R 0000aoo \
000000o EO000000000a \\
.# SA3NE 0000- ��o000oao000000
- 0 LP.0000.000000000000
000000000000000000000
00000000o000000000000
8"MINIMUM o00000000000000000000
00_0_0aa0-0000000-0-00000000
aaaaooabaaoaaoi�0a00
000000000000000000000
0000000000000000000�
000000000000000100
0.0000,0.0-O.000OO.a
GEOTEXTILE FABRIC 0GO00.0,00
00000000
LINER UNDER AGGREGATE 0 0000 0 *\�
INSTALLATION
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL
VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE
FOUNDATION AREA. GRADE AND .CROWN FOUNDATION .FOR .POSITIVE
DRAINAGE.
IF THE -SLOPE TOWARD THE 'ROAD EXCEEDS 2ra, CONSTRUCT A RIDGE,
6 TO 8 INCHES HIGH WITH 3:1 SIDE SLOPES, ACROSS THE FOUNDATION
APPROXIMATELY 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF
AWAY -FROM THE PUBLIC ROAD.
.PLACE GEOTEXTILE .FABRIC .ON GRADED .FOUNDATION TO .IMPROVE
STABILITY, ESPECIALLY WHERE WET CONDITIONS ARE ANTICIPATED.
PLACE STONE TO 'DIMENSIONS AND GRADE SHOWN 'ON PLANS. LEAVE
SURFACE SMOOTH AND SLOPE FOR DRAINAGE.
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD
TO A SEDIMENT TRAP OR BASIN.
INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC
ROAD DRAINAGE.
TEMP-O-R--'A-'AGRAVEL 0' Ns' TftU1CT1ON
fL2/ ENTRANCE WAY RETAIL
NOT TO SCALE
BASE & ASPHALT
AS SPECIFIED
12" TOPSOIL (BACKFILL)
TRENCH EXCAVATION
ACCEPTABLE BACKFILL MATERIAL
AT 95% MAX. DRY DENSITY AS
SPECIFIED_ MAXIMUM LOOSE LIFT -THICKNESS
SHALL NOT EXCEED -8", AS SPECIFIED.
SELECT AT 95% APPRRACOFILL
VED
MATERIAL AT 95% MAX- DRY
DENSITY AS SPECIFIED
MAX.
TYPICAL CULVERT TRENCH SECTION
AMERICAN CONCRETE PIPE ASSOC. CLASS "C" BEDDING
NOT TO SCALE
RIGHT OR LEFT COMBINATION STRAIGHT AND COMBINATION LEFT AND
TURN ARROW LEFT OR RIGHT TURN ARROW STRAIGHT AND RIGHT TURN ARROW
COMBINATION LEFT
.AND RIGHT TURN ARROW
OTES
-ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR
PAVEMENT.MARKING .SYMBOLS.SHALL.NO.T BE,LQCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
-ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE ENGINEER.
DAIS: 3-20- STANDARD DETAIL aiOW y 0P WtLMtNGTON
'mimimN.lm _PAVEMENT .MARrUNGS Tw IC
REV1500DEW. DR15/Jlr 5 /17 I VVV mbols SNEERING
SD 1643 Y 5D 1 "3
CITY OF WILMINGTON
PAVEMENT MAFtKING DETAIL
NOT -TO SCALE
INSTALL TWO ADDITIONAL #6
REBAR AROUND PERIMETER (ALL
FOUR SIDES) OF OPENING AS
INDICATED.
BASE AND PAVEMENT, THICKNESS
AS INDICATED ELSEWHERE
6"
24" x 36" DRAINAGE CASTING MANUFACTURED
BY SUMPTER MACHINERY CO., MODEL # DIF
AND- DIG- 65-OR- APPROVED EQUAL UNLESS
INDICATED OTHERWISE
TRENCH BACKFILL / / /
COMPACTED AS SPECIFIED / / /
7
=�
WHERE MINIMUM COVER PRECLUDES
MASONRY ABOVE CONDUIT, USE 1"
MORTAR MINIMUM UNLESS INDICATED
z ,I
OTHERWISE.
t
\
DRAINAGE CONDUIT
(SIZE VARIES)
/
.�
DRAINAGE CONDUIT
.{`SIZE VARIES)
MINIMUM DIMENSION (EACHWAY)
FLAW
—
PIPE O.D. .+ A6"
UNLESS NOTED OR
APPROVED OTHERWISE
APPLICATIONS REQUIRING CASTING INSTALLED ON
REINFORCED CONCRETE TOP WHERE COVER FROM
TOP=.OF=..CONDUIT TO .TOP=.OF-CASTING .EXCEEDS V-4".
12" TYP.
ALL SIDES
APPLICATIONS REQUIRING A REINFORCED CONCRETE
MOWING APRON ON ALL FOUR SIDES TYPICALLY
REQUIRED IN ALL GRASSED AREAS.
NOTICE:
WHERE DOUBLE FRAME AND GRATE ARE INDICATED
ON THE DRAINAGE PLAN, THE MINIMUM GRATE
OPENING ,DIMENSION SHALL .BE .36"X42", NEENAH
MODEL# R-3457—C, OR APPROVED EQUAL.
SET .MAXIMUM .INSIDE -WIDTH -AND .LENGTH
OF STRUCTURE TO MATCH INSIDE DIMENSIONS
OF CASTING FRAME FRAME. CASTING FRAME SHALL
BEAR ON STRUCTURE WALLS ON ALL FOUR SIDES FOR
FULL BASE FLANGE WIDTH OF FRAME. WHERE
PIPE O.D. WILL EXCEED INSIDE CASTING DIMENSIONS,
USE REINFORCED CONCRETE TOP WITH CASTING
FRAME .SET AN -OR .ON TOP, AS APPLICABLE- WHERE .
PIPE CENTERLINE ENTRY ANGLE TO INSIDE WALL FACE
IS LESS THAN 60', PRECAST CONCRETE TOP SHALL
BE USED.
i-
TRaICH BACKFILL r?rrrirrrrri.
COMPACTED AS SPECIFIED
-SHRINK GROUT ON ALL EXPOSED
ASPHALTIC CONCRETE
PAVEMENT APPLICATIONS
PORTLAND CEMENT CONCRETE
PAVEMENT APPLICATIONS
INSTALL TWO ADDITIONAL #6
REBAR AROUND PERIMETER (ALL
FOUR SIDES) OF OPENING AS
28" x 36' INSET DRAINAGE CASTING MANUFACTURED
BY SUMPTER MACHINERY CO., MODEL # 4615-6212;
HEAVY DUTY, WT. 530 LBS, OR APPROVED EQUAL
INDICATED.
BASE AND PAVEMENT, THICKNESS
Z/4" . MASTIC EXPANSION
%JOINT ALL SIDES, TYPICAL
AS INDICATED ELSEWHERE
4.
CONCRETE PAVEMENT AS
INDICATED ELSEWHERE
.
MORTAR MI
_
y
UNLESS INDICA
2.5"
QTHER WISE
BACKFILL —
DRAINAGE CONDUIT
(SIZE VARIES)
DRAINAGE CONDUIT
SIZE VARIES
_ FLOW
APPLICATIONS REQUIRING REINFORCED CONCRETE TOP WITH
INSET FRAME AND GRATE EITHER WHERE CONCRETE PAVEMENT
IS INDICATED OR WHERE COVER FROM TOP —OF —HIGHEST CONDUIT
TO TOP OF CASTING IS LESS THAN 1'-4".
NOTICE: MINIMUM DIMENSION SHALL BE
24"x36", UNLESS NOTED OTHERWISE.
CURB INLET FRAME, GRATE, CURB BOX
MANUFACTURED BY NEENAH MODEL
#R-3246A, OR APPROVED EQUAL
BASE AND PAVEMENT,
THICKNESS AS
INDICATED ELSEWHERE i
NOTICE-
FOR JUNCTION BOX CONSTRUCTION USE THE SAME
CONSTRUCTION AS .INDICATED .BUT USE A ,SOLID
CASTING COVER, MODEL # MF-23 & MC-26L
BY SUMPTER MACHINERY CO., OR APPROVED EQUAL
UNLESS A DIFFERENT CASTING IS SPECIFICALLY
INDICATED ELSEWHERE.
24" z 36" DRAINAGE CASTING MANUFACTURED
BY SUMPTER MACHINERY CO., MODEL # DIF
AND DIG 65 OR APPROVED EQUAL UNLESS
INDICATED OTHERWISE
MORTAR FRAME IN PLACE,
3" MINIMUM THICKNESS ON
ALL SIDES, TYPICAL
BASE AND PAVEMENT, THICKNESS
6" /—AS INDICATED ELSEWHERE
8" CONCRETE BRICK _
SU FACES , 1 4" i i i i MATCH CROWNS SR APPROVED PRECAST
INSIDE AND OUTSIDE),
) / UNLESS INDICATED STRUCTURE
THICKNESS MINIMUM, TROWEL FINISH OVER ALL
MASONRY STRUCTURES OR MASONRY PORTIONS OF OTHERWISE
PRECAST STRUCTURES.
I , DRAINAGE CONDUIT
DRAINAGE (SIZE C0144BUIT \ (SIZE VARIES)
-- /� SAW CUT FLUSH WITH
- INSIDE WALLS, TYPICAL
FLOW INVERT ELEVATION
AS IN ICATED
.IYP- .ALL .SIDES
O O fl 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 o a 0 o 0- o o-o--a a a a
/ 000000000.00000000000<30a 00155
SUBGRADE COMPACTED J O 00 O 00 O O O O O O O O
AS SPECIFIED
6"-No- 5 STONE ENCASED / #4 BAR 6"
IN GEOTEXTILE FABRIC O.C. EACH WAY
NORMAL APPLICATIONS WHERE CONDUIT COVER
AND SIZE WILL ALLOW CASTING TO BEAR ON
ALL FOUR SIDE ..WALLS OF STRUCTURE.
\L— EREBAR O.C.
EACH DIRECTION
DRAINAGE STRUCTURE DETA�L CONCRETE TOP REFORCEMENT DETAIL
CONSTRUCT DRAINAGE STRUCTURE
TO ALIGN WITH CONCRETE CURB
& GUTTER ON EACH SIDE OF
CURB INLET CASTING.
W,m
�I=
IU
24' WIDE IL-
MORTAR FRAME IN PLACE,
3" MINIMUM THICKNESS ON
ALL SIDES, TYPICAL
rr rrr rrr rri
"IN -LINE" CURB .LET APPLI.CATI:ONS
APPLICATIONS REQUIRING A CURB INLET
FRAME GRATE, CURB BOX INSTALLED WITH
CURB & GUTTER.
NOTICE:
WHEN EITHER INTERIOR STRUCTURE DIMENSION EXCEEDS
TWICE THE LEAST CASTING OPENING DIMENSION, PROVIDE
IDENTICAL TOP AND BOTTOM REINFORCEMENT IN THE
PRECAST.CONCRETE TOP- .ALL STRUCTURES HAVING.INTE.RIOR
DIMENSIONS EXCEEDING 5'-0" SHALL REQUIRE INDIVIDUAL
SHOP DRAWING REVIEW AND APPROVAL UNLESS SEPERATELY
DESIGNED AND DETAILED ELSEWHERE ON THE DESIGN DRAWINGS.
OUTSIDE FACE
INSIDE FACE
--
-WHEN PIPE 'TO WALL
ANGLE IS LESS THAN
W USE CONCRETE TOP s
NOT TO SCALE
OE �
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Gp�
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lWPM
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INEIIIIIII
NEI
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INSTALL TWO ADDITIONAL #6
REBAR AROUND PERIMETER (ALL
FOUR SIDES) OF OPEMNG AS
SHOWN.
k. wha
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
ReviSibnS:
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STORE
SERIES S03C
TRACT 3
COMMUNITY CTR
AT MAYFAIRE
WILMINGTON, NC
SHEET TITLE
SEDIMENT
-CONTROL -&
MISC. SITEWORK
ET X11S
D.WG EDITION
❑Preliminary
❑80% Submittal
El or Construction,
Job No. —
Stol-e e 14.24
Date
t�
e•4-10-05
Drawn By ; MSW
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Checked By, -_
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2
UTILITY CONSTRUCTION NOTES
1. WATER DISTRIBUTION AND SANITARY SEWER FACILITIES SHALL BE CONSTRUCTED
PURSUANT TO "STANDARD SPECIFICATIONS" OF THE THE CITY OF WILMINGTON WATER
& SEWER DEPARTMENT. (FOR WATER AND SANITARY SEWER FACILITIES), EXCEPT WHERE
PROJECT MATERIAL, METHODS AND SPECIFICATIONS ARE MORE STRINGENT AS
DETERMINED BY THE ENGINEER'S SPECIFICATIONS. EARTH WORK, TRENCHING
AND BACKFILLING SHALL BE AS SPECIFIED IN THE PROJECT SPECIFICATIONS.
2. SOIL TESTING AND COMPACTION REQUIREMENTS SHALL BE STRICTLY ENFORCED AND
SHALL BE PERFORMED AS SPECIFIED. THE UTILITY CONTRACTOR SHALL BE
RESPONSIBLE FOR ACHIEVING THE REQUIRED DEGREE OF COMPACTION SPECIFIED
TO PRECLUDE SUBSIDENCE OF ROADWAY IMPROVEMENTS.
3. CONNECTIONS TO EXISTING UTILITIES SHALL NOT COMMENCE UNTIL VERIFICATION
OF LOCATION, DIAMETER, ELEVATION, MATERIAL, INVERT ELEVATION AND
EXISTING STRUCTURE SIZE AS APPLICABLE HAS BEEN PERFORMED BY THE
CONTRACTOR. THE ENGINEER SHALL BE NOTIFIED OF FIELD VERIFICATION
PRIOR TO COMMENCING WITH CONNECTION.
4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE WATER & SEWER DEPARTMENT(S) AT
LEAST 72 HOURS BEFORE MAKING CONNECTIONS TO EXISTING SEWERS AND WATER MAINS,
OR PRESSURE TESTING AND DISINFECTION OF NEW AND EXISTING WATER LINES.
5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO PAVING.
6. D.I.P. SEWER AND WATER MAIN SHALL BE INSTALLED AS INDICATED, OR
WHENEVER THE FOLLOWING MINIMUM CONDITIONS CANNOT BE MAINTAINED:
A. 10 FEET HORIZONTAL SEPARATION PIPE TO PIPE BETWEEN WATER AND SEWER
LI N ES.
B. 18 INCHES VERTICAL SEPARATION PIPE TO PIPE BETWEEN WATER AND SEWER
LINES. WATER LINES SHALL BE CONSTRUCTED OVER SEWER LINES.
C. THE CONTRACTOR SHALL INSTALL ONE PIPE LENGTH OF D.I.P. SEWER PIPE AT ALL
WATER MAIN CROSSINGS WITH LESS THAN 18" VERTICAL SEPARATION FROM THE
BOTTOM OF THE WATER MAIN TO THE TOP/CROWN OF THE SEWER LINE. D.I.P.
SEWER PIPE SHALL BE CENTERED AT THE WATER LINE CROSSING TO PROVIDE EQUAL
DISTANCE TO THE BELL AND MALE ENDS. FERNCO D.I.P. TO PVC COUPLINGS OR
APPROVED EQUAL SHALL BE USED AT ALL D.I.P. TO P.V.C. CONNECTIONS.
7, SEWER CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING MANHOLE FRAMES
CLEANOUTS, VALVES AND OTHER APPLICABLE APPURTENANCES TO REQUIRED
FINISHED ROADWAY AND/OR PLANTING AREA FINISHED GRADE ELEVATIONS.
8. WHERE 6 INCH DIAMETER SEWER SERVICE LINES ENTER MANHOLES, MATCH CROWN
ELEVATIONS WITH OUTLET SEWER CROWN, UNLESS NOTED OTHERWISE.
9. THE CONTRACTOR SHALL COORDINATE WITH THE THE CITY OF WILMINGTON. FOR
INSTALLATION OF ALL WATER SERVICE TAPS, WATER METERS, AND METER BOXES.
THE CONTRACTOR'S BID PRICE SHALL INCLUDE THE COST OF THE WORK
PERFORMED BY THE UTILITY DEPARTMENT (INCLUDING TAP FEES). TAPS SHALL
BE MADE INITIALLY IN THE CONTRACTORS NAME AND TRANSFERRED AT PROJECT COMPLETION.
10. THE CONTRACTOR SHALL INSTALL A BACKFLOW PREVENTER (FEBCO, OR APPROVED EQUAL)
FOR EACH WATER SERVICE LINE AS INDICATED ON THE DRAWINGS. INSTALLATION
SHALL INCLUDE BOX OR VAULT, AS APPLICABLE. THE CONTRACTOR SHALL COORDINATE
WITH THE CITY OF WILMINGTON. FOR INSPECTION, TESTING, AND CERTIFICATION OF
ALL BACKFLOW PREVENTORS. ALL BACKFLOW DEVICES SHALL BE INSTALLED IN
ACCORDANCE WITH CITY STANDARDS/SPECIFICATIONS. THE CONTRACTOR'S BID PRICE
SHALL INCLUDE ALL COSTS ASSOCIATED WITH DEVICE INSTALLATION, INSPECTION,
TESTING, CERTIFICATION, ETC. TO INCLUDE ANY FEES CHARGED BY THE CITY.
11. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE ARCHITECT DESIGN DRAWINGS FOR
THE LOCATION OF IRRIGATION FACILITIES PRIOR TO THE INSTALLATION OF WATER
DISTRIBUTION AND SEWER COLLECTION FACILITIES. REPORT ANY CONFLICTS DISCOVERED
TO THE ENGINEER PRIOR TO INSTALLATION.
DANGER/WARNING
DEADLY SEWER GASES MAY EXIST WITHIN
OPERATIONAL SEWERS. THE CONTRACTOR SHALL
FOLLOW ALL APPLICABLE O.S.H.A. AND OTHER
FEDERAL, STATE, AND LOCAL REGULATIONS WHILE
WORKING WITHIN ANY EXISTING SEWER MANHOLE.
0+00
DEPTH SCHEDULE
FOR HAUNCHING AND BEDDING
PIPE 4
4"-10"
12"-18"
24"
36"
n
6,.
8"
„
10
12..
EXTEND TO SPRINGLINE
GRASS AREA ASPHALTIC CONCRETE PAVEMENT REPAIR
APPLICATIONS FOR DRIVEWAYS & OTHER NON -STATE
PAVED ROADWAY SURFACES
FINISHED GRADE TRENCH EXCAVATION DETECTION TAPE ASPHALTIC CONCRETE, AS SPECIFIED
OM GROUND SURFACE.
EXISTING ASPHALTIC
F2"FR
— r PAVEMENT
0000000000 000 SAWCUT LINE
0 ni
8" STABILIZED AGGREGATE
BASE COURSE, AS SPECIFIED
SPECIFIED BACKFILL MATERIAL
D TRENCH EXCAVATION I �� 1� �� `� �� COMPACTED IN 6" LAYERS AT
F O (SEE NOTICE) I �� 11 ll �� 95% MODIFIED PROCTOR, AS
a w SPECIFIED.
0 o NOTICE:
1 L 1 CONTRACTOR SHALL EXCAVATE REQUIRED TRENCH
TO PREVENT CAVE-IN AND PROVIDE TRENCH
1 SIDEWALL STABILITY. TRENCH EXCAVATION SHALL
;p PIPE DIAMETER �� �l 1 �� BE PERFORMED IN STRICT ACCORDANCE WITH
n PLUS 18" MIN. OSHA AND OTHER GOVERNING SAFETY REGULATIONS
PLUS 24" MAX. TO INCLUDE ALL DEWATERING AND SHEETING &
SHORING NECESSARY TO INSTALL SEWER.
INITIAL N f r r
BACKFlLL if frr rrrl, APPROVED CLASS III BEDDING SOILS (02487 SYMBOL
SPRING LINE l / l / SM/SC COARSE GRAINED SOILS WITH FINES
PURSUANT TO SECTION 02200, 2.01)
HAUNCHING
BEDDING ¢ �� l �— GRAVITY SEWER/FORCE MAIN
L 1 L 1
000 0 p ° °° 0 O ° CLASS I BEDDING SHALL BE REQUIRED WHERE DIRECTED
FOUNDATION °0 O ° p ° °� 0 �p AND APPROVED. WHEN ON -SITE MATERIALS ARE
(WHEN REQUIRED) Z °0 O 000 4 p0 0 ° p0 UNSUITABLE OR GROUND WATER CONDITIONS CAUSE
D p p0 p 00 0p 00 00 ° I I TRENCH FOUNDATION INSTABILITY, CLASS I HAUNCHING
Q 0 0 _0 O O p I I AN
BEDDING AGGREGATE SHALL BE INSTALLED AS A
O
UNIT PRICE ITEM TO SPRINGLINE MEASURED AS ONE (1)
LINT OF QUANTITY PER LINEAR FOOT. WHEN
AUTHORIZED, ADDITIONAL FOUNDATION AGGREGATE SHALL BE
INSTALLED AND MEASURED AS A UNIT PRICE ITEM FOR
EACH 12" COMPACTED DEPTH.
EMBEDMENT COMPACTION SHALL BE THE MINIMUM DENSITIES
INDICATED IN TABLE 2 OF ASTM D2321-L.R.
PIPE TRENCH SECTION FOR
S40 GRAVITY OR FORCE MAIN SEWER
FINISHED
GRADE
PAVEMENT AREA
APPLICATIONS
4" DIAMETER PVC UNLESS
INDICATED OTHERWISE
45' LONG SWEEP
WYE (SIZE VARIES, SEE PLAN VIEW)
FLOW
NOT TO SCALE
4" THREADED BRONZE
CLEANOUT PLUG.
GRASS AREA
=1 I r-1 I I=— i APPLICATIONS
II LENGTH AS REQUIRED
24"MINIMUM
PLUG REQUIRED IF END OF LINE
FLOW
o a o o a a agar --GRAVEL
BOTTOM OF TRENCH
i SERVICE LINE CLEANOUT
1 NOT TO SCALE
BACKFLOW PREVENTER INSULATION
1. "HOT BOX' ENCLOSURE SHALL BE PROVIDED.
'HOT BOX". INC., LOCATED IN JACKSONVILLE,
FLORIDA. PHONE NO, 1-800-736-0238.
2- ALL TESTCOCKS, VALVES, PORTS, RELIEF VALVE, AND
OTHER APPLICABLE PARTS OF THE BACKFLOW
PREVENTER NECESSARY FOR PROPER TESTING AND
OPERATION OF BACKFLOW PREVENTER SHALL NOT BE
COVERED-
1/4- TURN FULL PORT
BRONZE BALL SHUT-OFF VALVES
NEW FIBERGLASS BACKFLOW PREVENTER
ENCLOSURE BY HOT BOX, INC., MODEL
H02, OR APPROVED EQUAL. (SEE
NOTES ABOVE)
TYPE K OR L COPPER TUBING
OR 1" MIN. GALVANIZED STEEL
PIPE FOR A MINIMUM OF 5 FEET
ON EACH SIDE OF ASSEMBLY.
CONTINUOUS ANCHOR
FLANGE AROUND ALL
FOUR SIDES.
FINISHED GRADE
SLOPE GROUND AWAY
FROM ENCLOSURE _
NOTICE-
BACKFLOW PREVENTOR MUST BE
INSTALLED IN ACCORDANCE WITH
THE CITY OF WILMINGTON WATER
DEPARTMENT STANDARDS.
REDUCED PRESSURE BACKFLOW PREVENTER
ASSEMBLY SHALL BE TYPE, MODEL &
MAKE APPROVED FOR USE BY THE WATER DEPT.
FEBCO 825Y OR APPROVED EQUAL
(PROVIDE 6- MINIMUM CLEARENCE FROM
SIDE OF BACKFLOW PREVENTER TO SIDE
WALLS TO PROVIDE ADEQUATE WORK ROOM.)
CMU SUPPORT BLOCKS
OR OTHER APPROVED
METHOD OF SUPPORT
3/8"-316 SS ANCHOR BOLTS
WITH 316 SS NUTS AND WASHERS,
MAX. 18" SPACING. 4 ANCHOR BOLTS
MIN. PER HALF SECTION.
HILTI "HIT" C-100 FASTENING SYSTEM
OR APPROVED EQUAL TO SECURE
ANCHOR BOLTS. 4" ANCHOR BOLT MIN.
EMBEDMENT.
z 2" PVC DRAIN
.- M CONDUIT
N1 []
FINISHED GRADE
I —III —III
—III-1 4" THICK CONCRETE SLAB
mom
COMPACTED -+ DIAMETER & MATERIAL AS
SUBGRADE INDICATED AND SPECIFIED
4'
6"MIN.
#3i4 STONE
FLOW FROM !-7ER
REDUCED PRESSURE BACKFLOW PREVENTER
DETAIL (3/4"-2" SIZE) AND "HOT BOX"
,41 FOR ABOVE GROUND INSTALLATION
VALVE BOX;
CAP MARKED WITH
"S" FOR SEWER
4" THREADED BRONZE
CLEANOUT PLUG.
4" DIAMETER PVC UNLESS
INDICATED OTHERWISE
45' LONG SWEEP ELBOW
WYE (SIZE VARIES,
SEE PLAN VIEW)
FLOW
NOT TO SCALE
CAUTION
CONSTRUCT COLLAR AS TRUE CIRCLE,
ADVISE USE OF 18"P.V.C. PIPE FORM.
COLLARS NOT PROPERLY CONSTRUCTED
SHALL BE DISAPPROVED.
10" 4,000 P.S.I. CIRCULAR CONCRETE
MIN. COLLAR AROUND VALVE BOX
�o
FINISHED GRADE
LENGTH AS REQUIRED
24" MINIMUM
PLUG© REQUIRED IF END OF LINE
a6o6aoao`/ GRAVEL
60 00000
On000�00�
BOTTOM OF TRENCH
"TRAFFIC 4TED'
SERVICE LINE CLEANOUT
NOT TO SCALE
45' WYE BRANCH OR
90` TEE IF D.I.P. —
4" THREADED BRONZE PLAN VIEW
CLEANOUT PLUG.
PAVEMENT AREA
APPLICATIONS
o°oOp°000°poo oao Oo°°Qa°°Qa°°pa°Oa
0 0 0 o a a a
LENGTH AS REQUIRED 4" DIAMETER PVC UNLESS
24" MINIMUM INDICATED OTHERWISE
6" DIA. SERVICE LINE UNLESS INDICATED
45` LONG SWEEP ELBOW OTHERWISE. MINIMUM SLOPE SHALL BE
1.0% UNLESS INDICATED OTHERWISE.
30` ELBOW
PLUG, TYPICAL L_ 6"x4" SINGLE WYE UNLESS BOTTOM TRENCH 6"
IF APPLICABLE INDICATED OTHERWISE CRUSHED STONE, MIN.
SECTION VIEW
SEWER SERVICE CONNECTION
D42 WITH CLEANOUT DETAIL
NOTES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
WHERE R/W WIDTH PERMITS
0 _6' rLARGE CAST IRON METER BOX
MAX —� I
2'-6"
MIN
TYPE "K" SOFT COPPER TUBING'
MU H-1422
METER YOKE W/12 RISER
FORD VF66-12, VF77-12
CITY OF WILMINGTON
D45 1 1 2" OR 2" WATER SERVICE
C5.1 SD 4-06
NOT TO SCALE
36
34
32
NOT TO SCALE
�A CURB STOP FORD F 21 OR 861, MUELLER H 15174 HAYS 4005 MP
© BRASS METER COUPLING MUELLER H 10890,
HAYS 5682 , FORD SPM-21 5/8"X3/4"
) METER YOLK W/LOCK STOP 9" RISER
5/8"X3/4" or 1" X MI)ELLER H 14118, FORD V41-9, HAYS 25000 SERIES
METER BY THE CITY 5/8"X3/4" or 1" X 1"
8'
WHERE R/W WIDTH PERMITS
CAST IRON METER BOX
"CIT1F1iIGl ll ".. �
LTYPE "K" SOFT
—CORP STOP: COPPER TUBING
MUELLER H15000
FORD FB 600
HAYS 4003
SADDLE REQUIRED FOR TAPS ON
PVC AND DUCTILE IRON WATER MAINS
SMITH-BLAIR 313, HAYS 5292-20 MP, JCM 406
NOTES:
6-INCH TO 9-INCH CLAERANCE REQUIRED BETWEEN
BOTTOM OF METER BOX LID AND TOP OF METER
"ALL SOFT COPPER CONNECTIONS ARE TO BE FLARED OR COMPRESSION"
CITY OF WILMINGTON
D46 3/4" OR 1" RESIDENTIAL WATER SERVICE
ate% SD 4-04
NOT TO SCALE
REMOVABLE CONCRETE SLAB
COVER
NEENAH #R-1772—C HEAVY DUTY
MANHOLE FRAME & SOLID COVER
� 3„ VENT-----]
28 24" INSIDE DIA PRE —CAST I
CONCRETE MANHOLE RISER PAVING
SECTION
26
24
22
�ObO�i•O�O'� •'00''J0000,
SEAL PIPING IN OPENINGS WITH NEOPRENE DONUT AND
NON —SHRINK GROUT, TYPICAL.
WAY CA. 6'Z
NOTE: U U 1000 GALLON
SET ON 0'-4" OF PRECAST CONCRETE
STRUCTURAL BACKFILL GREASE TRAP-
4'—On
TRAP CAPACITY SUBJECT TO APPROVAL BY STATE OR LOCAL
AUTHORITY. CONSTRUCTION MUST BE MONOLITHIC, INCLUDING THE
BAFFLE. TRAP MUST BE MEET H-20 TRAFFIC LOADING
REQUIREMENTS.
:D:4:7:: GREASE INTERCEPTOR
INTERIOR DIMENSIONS CHANGES ALLOWED TO
ACCOMUSH SIMILAR VOLUMES.
�I
C5.1 1 +00 2+00 3+00 SCALE (NONE) NOT TO SCALE REFERENCE DRAWING: PLUMBING PLAN SHEET P1 DETAIL #2 FOR GREASE INTERCEPTOR DETAIL
SANITARY SEWER PROFILE WARNING:
rnp\iKIF(-T T(1 FYICTImr_, CFWFR WANHnI F \/FRIFY
3 ¢ N "�s ✓2
3
O ll °
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
404-765-8000
DEVELOPER/OWNER
Revisions:
Mark Date By
Mark Date By
0
Seal
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STORE
S03C
OUTPARCEL All
DORCHESTER RD
N. CHARLESTON
SOUTH CAROLI N
SHEET TITLE
SANITARY SEWER
SERVICE PROFILE
& MISC. DETAILS
DWG EDITION 03.1
❑Preliminary
080% Submittal
For Construction
Job No. : 1654-2
Store 1424
Date .3-21-05
Drawn By MSw
Checked By: ERG
Sheet
-.1

DANGER/WARNING NOTICE:-eXh§T1Nd -UTQTV -LOCATIONS
CORE EXISTING MANHOLE TO INSTALL NEW 6- SEWER SERVICE LINE. -INSTALLATION--. OF BLANK, CONDUIT
DEADLY SEWER GASES EXIST WITHIN PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, -UTILITY PLAN DESIGN NOTES AND KEY PLAN
INSTALL CITY APPROVE INTERNAL DROP CONNECTION. REBUILD BLANK CONDUIT SLEEVES SHALL BE 4" SCH 40 PVC STORM DRAINAGE FACILITIES, GRADING & PAVING, AND OTHER RELATED
EXISTING INVERT CHANNEL AND LEDGES AS NECESSARY TO COMPLETE OPERATIONAL SEWERS. THE CONTRACTOR
"NEW CONNECTION. NEW 'SERVICE LINE I.-E.=25.62. UNLESS NOTED OTHERWISE. SLEEVES SHALL BE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL Ell THE CONTRACTOR SHALL PROVIDE THE NECESSARY FITTINGS TO CONNECT
SHALL FOLLOW ALL APPLICABLE O.S.H.A BURIED A MINIMUM OF 24��' -BELOW -FINISHED GRADE. UTILITY LOCATING -COMPANY. THE 'CONTRACTOR SHALL ALSO BE REQUIRED ❑
THE NEW SERVICE LINE EXTENSION TO THE EXISTING SEWER MANHOLE.
DEPTH OF BURIAL SHALL BE SPECIFICALLY COORDINATED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY CONTRACTOR SHALL V LOCAL WITH ALL EXISTING OR PROPOSED UNDERGROUND UTILITIES AGENCY FOR APPROPRIATE FIELD LOCATION MARKING: THE CONTRACTOR ERIFY SIZE, LOCATION, MATERIAL AND
CONTRACTOR SHALL RECONSTRUCT EXISTING MANHOLE TO RAISE THE AND OTHER FEDERAL, STATE, AND AL
TOP ELEVATION TO MATCH NEW FINISHED GRADE (T.E.=33.3±) USING THE
ADDITIONAL RISER(S) AND/OR NEW CONE SECTION. ELEVATION REGULATIONS WHILE WORKING WITHIN ANY AND DRAINAGE FACILITIES AT ALL CROSSINGS. CONDUITS SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE INVERT ELEVATION PRIOR TO INSTALLING ANY SEWER FACILITIES. MINOR
SHALL BE PROVIDED WITH REMOVABLE PLUG AT EACH END. BEEN LOCATED & MARKED TO PERFORM THE WORK IN A SAFE MANNER ADJUSTMENTS TO THE NEW SERVICE LINE INVERT ELEVATION MAY BE
ADJUSTMENT SHALL NOT BE ACCOMPLISHED USING -GRADE -RINGS EXISTING SEWER MANHOLE. WITHOUT DAMAGE TO EXISTING -UTILITIES. NECESSARY DEPENDING UPON FIELD MEASUREMENTS.
BETWEEN THE CONE AND CASTING (USE OF GRADE RINGS SHALL BE b43
LIMITED TO A MAXIMUM OF 3 EACH. FOUR INCH THICK GRADE RINGS.
Ptl-AINIW WALL IS C5.1 C5.1
ALONG PROPERTY LINE C-AUTION/WARNINQ
AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE,
ELEVATION SPOT SHOTS ARE NOT SHOWN ON PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL USE EXTREME CAUTION TO PROPERLY SHEET,
EXISTING THE SITE UTILITY CONTRACTOR SHALL COORDINATE THE INSTALLATION
NOTICE. FINISHED GRADING CGGRDINAT40N THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL,
RETAINING S67*24'33"W THIS DRAWING FOR CLARITY. THE CONTRACTOR SHALL OF NEW UTILITIES WITH FINISHED GRADING AND DRAINAGE FACILITIES SHORE, AND 0EWATE4R -EXCAVATION To COMPLETE THE CONNECTION IN -A
WALL AS INDICATED ON THE SITE GRADING AND DRAINAGE PLAN. MINOR SAFE MANNER, AND WITHOUT DAMAGE OR SETTLEMENT TO EXISTING
REFER TO THE EXISTING TOPOGRAPHIC SURVEY DRAWING
APC=69 99' FOR -EXISTING -ELEVATION IrIFORMATION WHEN 11-EING IN ADJUSTMENTS TO THE TOP ELEVATION .OF NEW UTILITIES MAY BE -NOTldt: FACILITIES, PARKING LOTS, AND ROADS.
CH=69.5'0, 1 EACH 4" DIAMETER, NEW CONSTRUCTION TO EXISTING. NECESSARY.
R- 170;00' METER,
-§&EbULE 46 PVC CONDUIT,
THE CONTRACTOR SHALL REFER TO ARCHITECTURAL
TYPICAL. SEE BLANK PLANS FOR THE EXACT LOCATION AND DIMENSIONS D 453, D 544,'
CONDUIT INSTALLATION NOTE. OF VESTIBULE, EXIT PORCHES, DOORS, RAMPS, F2 INSTALL CLEANOUT. USE TRAFFIC
7 RETAINING WALL -SPOVicr AREA, guiLbWd OWLN8048, AND THE RATED CLEANOUT IN ALL PAVEMENT AREAS AS REQUIRED. C5.1 C5.1
EXACT LOCATION OF UTILITY CONNECTION,. rl -] 1-1/2" WATER METER FOR DOMESTIC WATER SUPPLY.
F3
CONTRACTOR SHALL COORDINATE WITH THE WATER DEPT.
FOR INSTALLATION OF WATER SERVICE TAP, WATER METER, D45
_MXIGNETIC AND METER -BOX. CONTRACTOR'S -810 ALL INCLUDE SHALL N� DE
THE COST OF THE WORK PERFORMED BY THE WATER DEPT.
(INCLUDING TAP FEES). TAPS SHALL BE MADE INITIALLY IN
CONTRACTOR'S NAME AND -TRANSFERRED AT -PROJECT COMPLETION.
DOMESTIC WATER LINE SHALL BE TYPE K COPPER.
1 WATER METER .FOR IRRIGATION WATER SUPPLY. ON -SITE
46_
IRRIGATION LINES AND MATERIALS SHALL BE INSTALLED� BY C5.1
THE IRRIGATION CONTRACTOR AS INDICATED ON THE
F2 'IRRIGATION -PLAN.
CLEANOUT
wv
w 5Tl D P41 1 -.1 BACKFLOW PREVENTOR FOR DOMESTIC WATER SERVICE
v v 8-w - F
's
cp.; 'E 0 COORDINATE WITH ELECTRIC N31 *2 1'.50': C5.1
<
456.07' COMPANY to -EXTEND -SERVICE REDUCED PRESSURE ASSEMBLY
LINE FROM EXISTING FACILITIES
To BUILDING SERVICE THE CONTRACTOR SHALL INSTALL A BACKFLOW PREVENTOR (FEBCO,
LOCATION. SEE SHEET ES1 WATTS, OR APPROVED EQUAL) FOR EACH WATER 'SERVICE LINE AS
FOR ADDITIONAL INFORMATION. INDICATED ON THE DRAWINGS. INSTALLATION SHALL INCLUDE BOX OR
VAULT AS, APPLICABLE. . THE -CO TRACTOR, E .MH. CLEANOUT
RC JO. 76 C-A -SHALL COORDINATE WITH
.p
I.E.=27 THE WATER DEPT.
IAIV: !94_.33 .21 -FOR -INSPECTION, TESTING, AND CERTIFICATION bF
DUMPSTER DRAIN AND ALL BACKFLOW PREVENTORS. ALL BACKFLOW DEVICES SHALL BE
NON -FREEZE POST
SEE WATER DEPT.
CURB INLET s HYDRANT. INSTALLED IN ACCORDANCE: WITH
RIM: (UNDER PLUMBING STAN DARDS/S P EC I FICATIONS. CONTRACTOR'S BID PRICE SHALL INCLUDE
00MSTR� nb"j) DUMPSTER DRAIN LINE ALL COSTS ASSOCIATED WITH DEVICE INSTALLATION, INSPECTION,
V:
CAUTION;
Nux TESTING, CERTIFICATION, ETC,, TO INCLUDE ANY FEES REQUIRED BY
CROSSES OVER SEWER SERVICE
`"µ ? � �� {�4 �sis,F .� �•`'�-�, 18 r.h�, \" �" _ - <<C ~ � LINE. CALL. DRAIN LINE I.E.=30.36± CPW.
CALC. SEWER SERVICE LINE TOP OF
PIPE=28.32± ❑
1" BACKFLOW PREVENTOR FOR IRRIGATION WATER SERVICE.
(SEE NOTE 5, ABOVE)
REDUCED PRESSURE ASSEMBLY
N,
Arc
YARD INLET 'Q
71 GREASE TRAP AND VENT LINES TO BE INSTALLED BY SITE
F
CONS TRUC TION) %Kk UTILITY CONTRACTOR. - QO0RDA1�,TE__N5TA1LLATION WITH /D _47\\
J
INV: 276 E BUILDING CONTRACTOR AND ARCHITECTURAL PLUMBING PLAN
CLEANOUT CONNECT RESTROOM SERVICE LINE DOWNSTREAM OF GREASE
I E-28 00 TRAP OUTLET SIDE AT INVERT ELEVATION INDICATED.
If COORDINATE TOP ELEVATION OF GREASE TRAP WITH FINISHED
GRADE ELEVATIONS.
AQ- �2 D8 4" SEWER SERVICE LINE AND CLEANOUT FROM RESTROOM z I, w
FACILITIES TO BE INSTALLED BY SITE UTILITY CONTRACTOR. CLEANOUT
D43
COORDINATE INSTALLATION WITH BUILDING tb�fIRA;-� ' , '
I.E.=29.121 CTOR AND
k,
ARCHITECTURAL PLUMBING PLANS. SERVICE LINE SHALL C5.1
011.
BY-PASS GREASE TRAP AND CONNECT BEYOND THE OUTLET
31
��RANT SIDE.
P2
On w --- FA
ul T`
J FEL �NOUT
E =30.02J
(LEASE PARCEL) ARCHITECT PLUMBING PLANS.
PARCEL 2-C 3" VENT LINE TO BE INSTALLED BY SITE UTILITY CONTRACTOR. SEE
rti
by
6")<4" S-WYE
"COMMUNITY CENTER" WATER TELEPHONE SERVICE CONNECTION LOCATION. COORDINATE WITH
X-1
MAYFAIRE DEVELOPMENT PHASE BUILDING CONTRACTOR AND ARCHITECTURAL �PLAN$.
�)
V
(FUTURE DEVELOPYEN\1
RETAINING WALL IS
MAP BOOK PAGE --- YARD! INLET ALONG PROPERTY TINE
PLUG
DOMESTIC WATER SERVICE LINE CONNECTION LOCATION. SITE UTILIT�.`,
CONTRACTOR SHALL INSTALL DOMESTIC WATER SERVICE LINE FROM THE
N I �_Z )rive-Thru WATER MAIN TO THE THE MAIN BUILDING CUTOFF VALVE
?>, EXI�T NG_
ARCHITECT PLUMBING' PLAN).
I IRRIGATION GREASE TRAP (SEE
STRUCTURE
WATER METER 10
12 TWO­WA'� CLEANOUT (SEE BUILDING PLUMBING PLANS)
T E. =34:20±
M
PRESSURE BACKFLOW
INSTALL,' 1 " REDUCED
, t`°; \, 3
Jo I'E, OUT)=30.50
PREVENtOR ASSEMBLY AND
"HOTBdx" ENCLOSURE. x 4" KITCHEN WASTE LINE.
COORDINATE D43
MATE- WITH BUILDING CONTRACTOR AND
L ARCHfTECTURAL PLUMBING PLANS.
n
1-1/2" WATER METER FOR [14] GAS SERVICE LINE AND METER INSTALLATION LOCATION. SEE
DOMiESTIC WATER SERVICE. f
ARCHITECTS PLUMBING PLANS FOR SIZE REQUIREMENT AND EXACT
E=CONNECTION LOCATION. COORDINATE WITH GAS COMPANY FOR GAS
3z
31--2-01 1 -4/
SERVICE LINE INSTALLATION.
N,
F21
F5] �STALL 1 - 1 /2" REDUCED -13r. 55 ELECTRICAL SERVICE LINE CONNECTION. CONTRACTOR SHALL INSTALL 4"
ri
PRESSURE BACKFLOW PREVENTOR DIAMETER SCHD 40 PVC CONDUIT WITH PULL WIRE FROM EXISTING
<
ELECTRICAL FACILITIES TO THE NEW TRANSFORMER PAD. COORDINATE
"ASSEMBLY AND "HOTBOX"
CROSSING -OF -C-OND-UIT WITH OTHER UTLLITtE5,, ENCLOSURE. FOR DOMESTIC WATER _00NDUT -SHALL A rr, -4�, 10 rr, RE
SERVICE, BURIED A MINIMUM OF 36" BELOW FINISHED GRADE. ABRUPT BENDS
4"PVC
v N
Y
ra
41 C4 SHALL NOT BE ALLOWED, USE LONG SWEEP ELBOWS AND OTHER
1 4( rr,
0 ��J t I I - -0 Ill -� :z
NECESSARY -FITTINGS TO PROVIDE GRADUAL CHANGE8 IN 04ECTiON.
NOTICE:
-CONNECT To EXISTING 2" WATER
�?9 TRCOORDINATE I.E_ CONNECTIONS WITH INSTALL 2" SCH 40 PVC CONDUIT WITH PULL WIRE AND PULL BOX
SERVICE LINE PREVIOUSLY INSTALLED BUILDING CONACTOR PRIOR TO FOR TELEPHONE SERVICE LINE INSTALLATION. USE LONG SWEEP
BY OTHERS AND INSTALL NECESSARY INSTALLATION OF ALL UNDER GROUND
UTILIPM- 1AA&E MINOP.nELD K) C-�
RADIUS 90' AND 45� BENDS TO AVOID ABRUPT CHANGES IN
FITTINGS AND PIPING TO PROVIDE FORII
'A 1. co DIRECTION.
C_ ORQNATE H ARJUSTIMENTS, IF NECESSARY TO 0. WIT TELEPHONE CQMPANY.9013 51`fCIFI�,
DOMESTIC AND IRRIGATION WATER METERS,' COMPLETE CONNECTIONS. Oot (14 LOCATION OF EXISTING POINT OF CONNECTION.
\ `' 2 t
COORDINATE UTILITY
4ATE UTILI CLEANOUT SEWER SERVICE 'LINE TRENCH SECTION
SERVICE LINE
INSTALLATION WITH
'Yi,
,L E G E N D '1�1.1
_T, LANDSCAPE PLANTING❑ 4" 'DIAMETER, SCHEDULE- I+b
EACH
IPF IPS
PVC CONDUIT, TYPICAL. SEE BLANK
-SET PROPERTY LINE IRON PIN FOUND OR
CONDUIT INSTALLATION NOTE.
A
S74,49'49'\VV\
ADJACENT RIGHT Playground
-OF-WAY LINE 71
ARC=154.?
CENTERLINE CH:L- 151.40'
NEW CURB & GUTTER (CATCHING)
NEW CURB & CUTTER (SPILLING)
EXISTING Q3JR8 & GUTT9R
a. EXISTING CONCRETE SIDEWALK <
-NEW tbNC_RErE SIbEWALk
—SD SD-- EXISTING STORM DRAINAGE AND STRUCTURE
NOTICE:
SEE ADDITIONAL UTILITY
EXISTING CONTOUR LINE 13 Ln
J
=E�=— NEW STORM- DR41NAGE AND STRUCTURE
CONSTRUCTION NOTES ON
17 FINISHED CONTOUR LINE (LWOD? CONSTRUC770N) NM ls
V
AVV: 24.05
Rat (UNDER CONSTRUCTION) 0—
SHEET C5.
EXISTING GRADE
EXISTING GRADE, TOP OF CURB, OR CONCRETE '
X -4- 2— — — — — — — — --
15R.C.P.
(3) r-
P 0 LOW
FNIS -5P-QT rA 1 (31 C)
__FINISHED SPOT,GRADE, TOP,F SIDEWALK/CURB., CURB ­C00RDINATf_ WITF GAS COMPANY
INLET TO D(rEND GAS SER—CE EFNE-
4,1 :RfStl NG -GAS--M1AIf4-T-G-
RMSHED �SPOT ZRADE, MATCH EXISTING -GRADE
ETISfRd-�161hCR POLE, '6VI!7RHEKD'1LT�T_f'&f_ S62J9'41"Iff LEE�_ -4
ANQ
6H=Jj. 95' ARCHITECTURAL PLANS FOR SIZE
UNDERGROUND ELECRICAL LINE ARC=34.17' IRMUMLVERT.
_%1X5 -CRMUW R=86.00'
-EXISTING -FENCE LINE —6R GaAiNLUWK) - -----
RIW 1\ 26— — 4-
Z--\ — — — — — — — — — — — I — __ 1.
ISMG SEWS MAIN ANU AANHOLt 4
SOS'49'46"W ­2
—T, 7 CH . 05.65' ARC =20,5- 6,5'
>X"— EXISTING WATER MAIN WITH VALVE
G.V.
EXISTING GAS MAIN AND VALVE OR METER F. E. S. — — — — — .(2)YARD JNLET �VAYFAIFE.PHASE.11,&�C. COORDINATE WITH TELEPHONE R/w
PEG /AIV: 24.00 D. G. T R,,,W DEDICA ELP
M EXISTING TELEPHONE LINE AND PEDESTAL JD R. C. RON'COMPANY TO EXTEND SERVICE P. a 8'- 20 10
DITCH MAP BOOK 45 PAGES 318 THRU 319 F:61 20 40
POLE — -- — ­ LINE FROM EXISTING FACILITIES MA YFA IRE SCALE 1"=20' 11�
0-0 TO BUILDING SERVICE LOCATION. IRON PIPE WITH S0812 1 57 W
11 DS ROOF DOWN SPOUT SEE SHEET ES1 FOR ADDITIONAL AtC.D.O. T RIW DISC N- �C- D. 0. T✓ Feet
EXISTING.MON(TORING WELL MA YFA IRE PHASE I 30 R. C. P. INFORMATION. J. 5J' MAP BOOK 43
15' 0 EXISTING TREE, SIZE & SPECIES N.C. D. 0. T. RIW DEDICA TION MAP BOOK 43 PAGE J44 30 R. C. P. (2)YARD INLET 30 1?. C. P. NOT10E:
0 OAK, P PINE COORDINATION N OF UTILITIES INSTALLATION
THE CONTRACTOR SHALL COORDINATE WITH
LD R W - - - - - - - - - - - - - - - - - - OLD RIW EACH UTILITY AGENCY FOR INSTALLATION
OLD RIW OF SERVICE, ROUTE SELECTION, AND OTHER
ISSUES Pert INING TO INSTALLATION.
A
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
R e vi S i an S:
Mark Date By
A
Mark Date By
Seal
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STORE
SERIES 03A
TRACT 3
COMMUNITY CTR
AT 'MAYFAIRE
WILMINGTON, NC
SHEET TITLE
SITE
U i I ILITY
'LAN
.DWG- EDITION 03.1
1771Preliminary
F-180% Submittal
Elfor Constru,ction -
Job No. : 165§-� .
,.
Store 1424
Date :4 -1-9 -_05
Drawn By - msw
Checked
LL
Sheet
CV
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