SW8040416_APPROVED PLANS_20040423

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
f� APPROVED PLANS
l
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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SITE
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NICINITY MAP Nrs
R-15
CANOPY 0 1
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BUILDING I 1
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(COMMERCIAL USE) I 1 s 1 I
II
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51' 25.8' 17.4 c29.2 ao • m
(RESIDENTIAL USE) L 1 >
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1 f EIP e r � c � % � 1
• 4. r : �' • N 71 239.13' cNn I I
__-_-----__.. N��3E�s a..._�... _
w EIP WALGREENS ,� • Lp I I I
I � (520} 14' CANO v MONUMENT SIGN, 0 N a 1 I
I D 10 SETBACK.
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I 'A�s+ SIGN ao H R U
I ••' �. '. DO NOT 7
I FOUNDATION (200} " 0 1 I
PLANTINGS FOUNDATION ,. ENTER I 1
I { 140 SF} PLANTINGS SIGN y
I FOUNDATION (280 SF) MIN
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cn I PLANTINGS Y 1 Z 5' LLJ 1 1
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( m I {205 SF) SHARD O OD I I
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z� � I .: � .. •' 3 .�..•. � r2. I �. I I
cr
PROPOSED 105 x 138 BUILDING
� ' I
I 6861 MARKET STREET ' I
�j I •i '; 14.490 SF o 9 11
CD
a I `: FFE=51.5
I 77 I I
-
I 36' 21' 33.7' T� 138' :,3r' 19 26' 18' 1
IPS I.
I o — —18, 8' H WOOD FENCE
I � 15' .pO DUMPSTER/COMPACTOR
/�I
I 3 0• " " 1co
S33 1'08"W 5 92'
I rn (240) Y '` R7-8 HC . �';
FOUNDATION SIGN (VAN)
c 1 3' MO TABLE PLANTINGS Q 2 >
I m CURB (300 SF) AvSTYARD "`
I N CD
C46
N TURN DOWN WALK
I O
�p � •
I 09 (290)04
LOT f
16 r WALGREENS LED �3 Hx5 W LOW BUFFER
I I p oy PYLON SIGN, N _ ALONG FRONT OF PARKS `
N .mllo-10 SETBACK. �� C r i- h
I o
I
I Olt PE ESTR ACCESS EASEMENT EQUI ED (240) `^ PS
I END CURB ® ROW Rr (,nm WU170C S DEWA IS OFF E R GHT— F—W Y m � I
I 0low
9
BRICK0
I �� • �p ,, R �� w 12.5' STREETYARD (4020) ? SET IL `
p _ - I
NO ADDITIONAL DRIVEWAYS ALLOWED S43 04 21 .1 1 ' .S45.
ALONG MARKET STREET FRONTAGE. pr3 CURB UT
01 N
—/ ---- —— — — — — — — — — .--. — — — — — — — —
_ _ — — -- — -- — — — — _" — — -- — HANDICAP RAMP 150' STORAGE 50' TAPER CLOSE EXIST. DRIVE
17.3' 31.2'
36' 42.1 ' 212' 26.9'
110.7'
>r--.----�-- ---tea— �'---— — — — — — — —------` — — — — ——
MARKET STR EFT US HWY 17
(100' PUBLIC R/W)
(32,000)
i w
w
SITE DATA
LOT AREA;
1.41 AC.*
DISTURBED AREA:
1.83 AC.
ZONING:
RB
BUILDING USE:
DRUG STORE
TOTAL BUILDING AREA:
14.490 SF
BUILDING HEIGHT:
18 FT-
BUILDING SETBACKS:
FRONT:
we
CORNER:
50'
SIDE:
8'
REAR:
15'
REQUIRED PARKING:
36-64
PARKING PROVIDED:
45 SPACES w/2 HC
IMPERVIOUS AREAS:
ONSITE
OFFSITE
BUILDING do CANOPY:
15.160 SF
0 SF
PAVING/LOADING:
32,800 SF
9.540 SF
SIDEWALK:
1.580 SF
1,920 SF
TOTAL IMPERVIOUS AREA:
49,450 SF
11,460 SF
x IMPERVIOUS COVERAGE:
81 x
77%
LANDSCAPING:
REQUIRED
PROVIDED
STR.:ETYARDS:
GORDON ROAD 25'x164'
4.100 SF
3.600 SF
MARKET ST. 12.5'x284'
3.550 SF
4.020 SF
TOTAL STREETYARDS:
7.650 SF
7.620 SF
INTERIOR LANDSCAPING 8X
3,120 SF
3,280 SF
w/15 TREES PER ACRE
FOUNDATION PLANTINGS:
FRONT: 18' x 105' x 0.12
227 SF
320 SF
E. SIDE: 18' x 138' x 0.12
298 SF
300 SF
W. SIDE: 18' x 80' x 0.12
173 SF
140 SF
REAR: 18' x 105' x 0.12
227 SF
205 SF
TOTAL
925 SF
965 SF
TAX PARCEL:
XX
CAMA LAND USE CLASS:
RESOURCE
PROTECTION
FLOOD ZONE:
"C"
NOTES:
1. DIMENSIONS NOTED ARE FROM THE FACE OF CURB/SIDEWALK TO THE
FACE OF CURB/SIDEWALK. UNLESS OTHERWISE SHOWN.
2. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
SURVEY BY MICHAEL UNDERWOOD & ASSOC. AND PROVIDED BY OWNER.
3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY. TREE
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR
GROVES OF TRESS AND NO CONSTRUCTION WORKERS, TOOLS. MATERIALS, OR
VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
iIi C," ^LI'!A EI"; ,,^';'11:IITA
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Ct WATER CIJALITY
23 D Lax,
LEGEND No.
PROPERTY LINE
-�... ZONING LINE
Wod► Loa& La,,—: CITY LIMITS LINE
•'" NEW ASPHALT PAVEMENT
x:Y " :,• t: NEW CONCRETE
15" MAPS DAMAGED TREE TO BE REMOVED
12" OA@ REMOVE EXISTING TREE
12" GAa SAVE EXISTING TREE
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SITE
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Nam,
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o cNc3 CANOPY.
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2 DROP INLET SD s°
ONE STORY TOP 48.46 l
y INV. 43.99 I l
D BUILDING INV. 44.08 1
ADJACENT PROaRTY OWNER WILL z FF=49.58 r r 47 sg I�1
MAKE IMPIR EMENTS TO CONNECT O
EXIST. P D AREAS TO NEW DRNE, - 49 I I
INST DSCAPING AND IMPROVE R B l
R-1 5 DRAI E. NO NET INCREASE IN (COMMERCIAL USE) I � � OO
IMPERVIOUS AREA WILL OCCUR.
PRIVATE UTILITY COULD NOT t 48.0S
LINE TO REMAIN LOCATED END k 49. 13 48 43
OF PIPE 7.14 DROP INLET DROP 1 LET
TOP 49.00 TOP 16
iNV. 48.10 ' INV. 94 y I
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k �7 i I 4 coo �q'O 1 t 1 l
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4 0 71 0 RB k51 / o[' j 6 6�S' INV 45,2 i
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2"RCP INV 5.6 t ,,�
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k 4g / 1 RIM 4 .5 A o 9rr 8� --�� �` 50.72 �9y �� �38 }
o I 1 INV 45 3 ! 0
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1 50.8 �.. 51.4 6
I I m I 14,49a SIF ��r 4
1 J 9.23 k ,� I C UG
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46.1 � 98 � RIM 49.4
45.3 � Y
m ti 0.5 w- 1 1 1 INV I
I 15\ B T W.
1
50.7 1 1
S I Q ; 93 CO
_r- 1 • \ 1 1.2� Acre +/- ,7 z
57
3 1 n r
I I D 0.94 A s+ 1 8"FIRE k
V I ,� SO•'� S33' 1'08"W � 92'
1. � o z
4980 \ I 5 "� u• I
I m i 1.0 1 3 M TABLE DI 7 k 49. 1 0
O - `
1 1 CURB /� RIM 50.3 � / r 4 0. .0 b �n „l l
r I I .S INV 4 .3 \ I I :z
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OT4.3 � � � � � 1 0.5 = �
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62 co ay ° 15_
I 0 CURB INL T
1 p 5 0.6 , �v N 8.94T0 48. 3
gyp' r 0.90 = k 50.94 561, / �''(0j)
[ k \ rn I 0.1 0 NV. 4427
I O 0 f4 k 4 7 6 ` 0 44 .7 .8 6
I S n� ?+ 1 8 0 I • ,^ •3 a.2
/ Z \V / 1 A 0_ S \ 30'0 40 JINFILTRATION BED - ROW 3 O ID � %Q c„ 48
�. a I b 2
.8 I CB 6 \ VI CB 5 k 50. ti
I 15' COW WL `r d RIM 6 48 g ` U I RIM 9. q
k s0. I \ EASEMENT ��,. ~ I '� 2 I INV 5.3 •4 l 1 I T 33 NSF
09 BOT 3.3 !9A
/ ti
kd02
1.65 I �� Ir 51� o 52 6 1.3 SILT FENCE AT PROP LINE AND CLEARING LIMIT 3 SIDES coo \ C TS150.7 F TSF so 13
I j TSF SF k 4 TSF TSF TSF ,• f N p is
1 �-�, - - 1 Q A CURB WELT
�"" ' q- HP - 7 9 s� TOP 49.62
- =<E'-T
D�I�WEU "sP._ ._ �� 42'41s 4#'YIrO - _ SD '� p INV. 46.12
ALONG FRONTAGE. CUT ' ----- Cp ���� SS SS 15 � sp �9 �O-f- C� INV. 46.45
0 7S 1 .3 - _ - 49. 9 s�
s0 50 - _ - '57 -
k
- - - � DI P � � 3 4 W�ii METER W/ SS MANHOLE CURB INZE� 50 � u
- - -' - - - -- -- `._t_ -- _ _ 6" TAPPING SLEEVE & " RIM 50.33 � 9.9 � �
3 5 •8 CUT 1 WATER E ICE 0.0 y TOP 50.36
' ti\ 1.7 15 6" DBL. CHECK BACKFL ` INV. 44.31 HOLE IPd�.05
1.2 PREVENTER INL:i4LH(1X _ SD MAN
ro \ LL OF DIRT
IRRIGATION WM FOR NACG SS0 LE \
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1 - --- _ J- - - - - - - - - - - SS MANHOLE
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\ TEMPORARY GRAVELLED
} CONSTRUCTION ENTRANCE I
NOTES:
1. NO KNOWN WETLANDS EXIST WITHIN THE PROJECT LIMITS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES
PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR
DIRECTION AS REQUIRED DURING CONSTRUCTION.
3. ROOF DRAINAGE FROM THE PROPOSED BUILDING SHALL BE DIRECTED TO
THE PARKING LOT AND THE PROPOSED DRAINAGE SYSTEM USING DOWNSPOUTS
AND SPLASH BLOCKS. ALL ROOF DRAINAGE DRAIN TO THE REAR OF THE
BUILDING. REFER TO THE ARCHITECTURAL PLANS AND PLUMBING PLANS FOR
ROOF DRAIN DOWN SPOUT LOCATIONS.
4. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE
WATER SERVICE, BACKFLOW PREVENTOR, AND THE SANITARY SEWER
SERVICE THE CONTRACTOR SWILL FIELD VERIFY THAT ADEQUATE FALL IS
AVAILABLE FROM THE BUILDING TO THE SANITARY SEWER SERVICE OR MAIN
PRIOR TO CONSTRUCTION. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION OR
1 S' VERTICAL SEPARATION BETWEEN THE DOMESTIC WATER SERVICE AND
SANITARY SEWER SERVICE.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL
PLAN AND DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE
MUTCD, NCDOT AND CITY OF WILMINGTON STANDARDS.
6. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
SURVEY BY MICHAEL UNDERWOOD & ASSOC. AND PROVIDED BY OWNER.
7. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY
CRACKED OR DAMAGED SIDEWALK PANELS ADJACENT TO OR ON THE SITE
THIS INCLUDES ANY EXISTING DAMAGERD WALKS OR WALKS DAMAGED
DURING CONSTRUCTION.
8. PROPOSED SIDEWALKS ABUTTING PARKING AREAS AND DRIVE AREAS SWILL
BE TURN DOWN IN ACCORDANCE WITH THE DETAIL ON SHEET C3.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR
RFIOCATION OF ANY EXISTING CP+IIcI. POWER POLES /GUY LINES AND CPdcL
LIGHT POLES WITH THE OWNER AND CP&L. AS REQUIRED. ANY COST
ASSOCIATED WITH THE REMOVAL OF CP&L POWER POLES / GUY WIRES AND
CP&L LIGHT POLES IS THE RESPONSIBILITY OF THE OWNER.
10. WATER SERVICE BY CITY OF WILMINGTON AND SEWER SERVICE BY COUNTY.
CITY OF WILMINGTON STANDARD NOTES
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY', TREE
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES
OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING.
2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR
DRNEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT
STANDARDS.
3. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING
(RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET
NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO
INSTALLATION OF STREET NAME SIGNS.
4. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD
(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
5. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE
THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON
THE PLAN. CALL TRAFFIC ENGINEERING AT 341--7888 48 HOURS
PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
6. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
7. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING
OPTIONS.
8. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METERS) CANNOT BE RELEASED
UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR
FINAL APPROVAL CALL 343-3910 FOR INFORMATION.
9. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SWILL
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE (RPZ) BACKFI.OW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
10. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH
THE CAN'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910
FOR INFORMATION.
11. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CTTY WILL NEED
TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
LEGEND
PROPERTY LINE
ZONING LINE
III1 rI� IYIY liil as mA
CITY UMITS UNE
-��
DISTURBED AREA/CONSTRUCTION UMITS
NEW ASPHALT PAVEMENT
�. •��,. r s • . ,: •
:.
NEW CONCRETE
- - -48- -
EXISTING CONTOUR
--
PROPOSED FINISH GRADE
SPOT ELEVATION
47.50
PROPOSED TOP OF CURB OR
TOP OF WALK SPOT ELEVATION
TEMPORARY SILT FENCE
®
EROSION CONTROL AROUND INLETS
12CAD
REMOVE EXISTING TREE
12" 0A0
SAVE EXISTING TREE
SCALE: 1"1 = 201
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TREATED 1x4
CAST IRON METER BOX
8'
WIDTH
IFNI
C.I. BOX MAX 45"
& COVER
EP
ASNREQ DE TO REACH
OPTIMUM DEPTH TYPE "K" SOFT
FORD CORP STOP COPPER TUBING
FB
TYPICAL FAR SIDE
OR EQUAL
�- VARIABLE SLOPE 4 CURB STOP FORD 821, 551 SERIES,
1.5X MINIMUM OR EQUAL
MAIN NO ® BRASS METER COUPLING MUELLER H 10890
NIPPLE COMBINATION 1- ROCKWELL 315 SADDLE REQUIRED FOR TAPS 1" X 1" HAYS 5680
ON PVC AND DUCTILE IRON WATER MAINS © METER YOLK W/LOCK STOP 12" RISER
2- 6 INCH TO 9 INCH CLEARANCE REQUIRED BETWEEN 1' X 1" MUEI I H 14118, FORD V42-7W
BOTTOM OF METER BOX LID AND TOP OF METER. (ID METER BY THE CITY IN X 1
SEWER SERVICE DETAIL 1 II RESIDENTIAL WATER SERVICE
NTS NTS
DRIPLWE
3' MIN. STAKE
PROTECTIVE BARRP GRARODE ABOVE
� DE
TREES TO BE SAVED WILT. BE CLEARLY MAW.ED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER LS TO BE INSTALLED AT THE DRIPUNE.
DRIP LINE -- THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
TREE PROTECTION
NTS
STEEL OR WOOD POST
-
i
-
WIRE MESH FOR STANDARD FABRIC
604
STMIDARDx
STANDARD OR EXTRA STRENGTH
FABRIC
FT)R FAi i 4
FTLYER
eo
DIRECTION OF WATER FLOW
MADE
b
=KFABIRIG
ev DEEP !c 4'
NOTES:
1. SYN. F04CE FABRIC SHALL BE MIN. OF 30' IN MOTH WITH
30 LB/IN TENSILE STRENGTH FOR FABRIC
AND 50 LB/IN FOR DITRA STRENGTHANDJIRD
2. FABRIC SHALL BE CONTINUOUS LEN6M IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' 1N HEIOHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE:
4. WOOD POST SMALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN 00 MARE STAPLE
1" LONG OR THE MARES.
TEMPORARY SILT FENCE:
NTS
40d SPIKE
0.02 SLOPE
_! '"c:►, . •w: r' •K.'T'.� •r.;►,•.. �'K.;r•: �•�c.;►' '•�•.!rt �� RANI
BASE COURSE 1-3/4" RADIUS
SURFACE COURSE
5"MQ
NOLITHKI ISLAND
CLA
ASPHALT
TYPE A STONE
4" TYPE A STONI
COMPACTED SUBGRADE
9
STONEENT
�T 7
BAR.
CLASS A CONC.--\
a
I
TYPE A STONE SHALL 4" ABC STONE -
-EXTEND 6" BEYOND
CURB & GUTTER COMPACTED SUBGRADE -
SPILL OFF CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURS SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
1/4" WIRE MESH
' STEEL POST
SELF -FASTENER
TEEL ANGLE TYPE)
[2-
r.rr.rr�r•
g" ; NOTES:
1. SEDIMENT Q0NTRCL STONE
SHALL BE #5 OR #57.
2. WIRE MESH SHALL BE
SECTION A -A HARDWARE CLOTH 19 GAGE
MULTI --DIRECTIONAL FLOW MIN.
OPENINGS. �� 1/4"
INLET PROTECTION
NTS
NOTES:
1.
2.
3
4. ]�
5• JG
13. PPA
7. RE
CURB
LESS NOTED OTHERW[!�E.
((C7A SPACE SAME � AS SIDEWALK WIDTH.
IN t; BYT yWHERE IT ABUTS PAVEMENT
IT E.J.} REQUIRED AT 50' MAX. AT SIDEWALK 1ZR TOOLED
T1JI AND AS NOTED ON SITE PLAN. �J TNT
I5 I�LDG. FELT BETWEEN WALK AND ADJACENT
R UCTURE.
1/10 W.W.M. `
(2" EXPANSION
NNT MATERIAL
UPMSION JOINT (FJ
1/4"x1" DEEP w/AN
1/8"R TOOLED JOINT
CONTRACTION JOINT (C-J.)
1 1 /2"R
O
I
ABC STONE SHALL
�4XTEN A,rr_Br�rrO D
FLOW LINE CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PUN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
CASTING FLANGE
EXTENSION OR STACK
NU I It:
1. CASTINGS LOCATED OUTSIDE PAVED AREAS
SHALL HAVE A 2' X 2' X 6" CONCRETE
COLLAR.
2" ASPHALT ---
,__ �iir'�w".°".'�;:ar'.:{i�."SI.,�.=fi�E;�Jd�ai�.xi(4�i#_'S•="b
HEAVY DUTY LID
CASTING
MORTAR OVER FLANGE
1' MORTAR
2' STANDARD BRICK
"Oil ill r" 2 MORTAR
NOTES:
6THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATM IN PRESENT OR FUTURE PAWED AREAS.
"PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE
95% COMPACTION OR BACKFlLL IN B" LIFT$.
CLEAN -OUT CASTING BASES
NT5
0
TEMPORARY/PERMANENT
GRASS SPECIFICATION
111.119NI
1. CHISEL COMPACTED All EA5 AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL DOhIDTT10NS.
2. RIP THE ENTIRE AREA TO A E INCH DEPTH.
3. REMOVE ALL ROCKS ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AN UNIFORM!.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND Mix WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LOS. PER 1000 S.F.
5. COh T EARLIJ"L a U• ph AA *6.PULVERIZED. FIRM, UNIFORM SEED BED
4_6Es
S. SEED ON AEUFRESHLY �PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LOS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & MAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE %l EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES. pp�� 77E�
10. FERRTINUZATTIONONAFTERAPERMIANENTCTOR ONIS ESNTABUSHED TREATMENT, AND
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24X BERMUDA GRASS
20X TURF FESCUE
109 CREEPING RED FESCUE
24X ANNUAL RYE GRAIN
•BERMIUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF r8% AND
GERMINATION SHALL BE A MIN. OF 85X.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL. INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATON RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE P06SWLE.
2" TYPE 1-2 (NCDOT)
ON TOP OF 2 TYPE H BINDER
- 6" ABC STONE (NCDOl)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
LIGHT DUTY
PAVEMENT SECTION
NTS
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
TURN DOWN SIDEWALK
NTS
ASPHALT
2" TYPE 1-2 LNCDOT)
ON TOP OF 2 TYPE H BINDER
8" ABC STONE (NCDOT)
i
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FEED
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
HEAVY DUTY
PAVEMENT SECTION
NTS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
RESERVES VAN ACCESIBLE
1e PARKING
® SIGNS TO BE LT0.000?0 STANDARD
ALUMNA. BOLT m TREA10 WOOD
NiliiNUM POST WN 3/B" COMM
PLATM2! NUTS, BOLTS MYI9MIEAS.
ir
nnca
: a� r rNi
rrlllrloir -
aL'10 AtUMN1Ml OR TREATED 4W WOOD
MAXWAN
16 n
an
or
Lmw AIM
Aeon
TYPICAL HANDICAPPED SIGN DETAIL
6" THICK CONCRETE (3,000 PSI)
6x6-W2.9 X W2.9 WWM GALVANIZED
4" ABC STONE (NCDOT)
611 i' t
2" CLEAR
o 0
I -III -III- COMPACTED SUBGRADE
=� I --I SEE SPECIFICATIONS FOR DENSITY
NOTE: CONTRO JOINTS SHALL BE EVERY
15 FT. �11MAX-) AND EXPANSION
JOINTS HALL BE EVERY 50 FT. (MAX).
CONCRETE PAVEMENT SECTION
NTS
+ - + FRAME
MINIMUM AVERAGE WEIGHT
40 LBS.
PLAN
SECTION C
10.75'
4C-4 0.25'
" 1 R
lil
� ^ I
SECTION D
V-RIBS
COV
WATER IIMMU
IUM AVERAGE WEIGHT
20 LBS.
METER A
PLAN
1'-7 3/e"
a.25 1.75" 5 0
5.75" 5.75"
0.375
0
SECTION A SECTION B
WATER METER BOX
r 4;
PLAN
w
Z Y
0 to
� Y
U �
En
w O
N o
Z
� a
0
N
0
ON"
IF CURB HEIGHT IS 6", THEN:
"81' - 0 1.10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM.
"B2" - 0 1:12 MAXIMUM SLOPE, SIDE
FLARE "A" IS 72" MINIMUM.
4" SIDEWALK 6.
3000 PSI JOINTS
TOOLED 3,R
i 4'
CONCRETE 1 13":1'
CCOMPACTED
Tali;
6xs-10/10 W.W.M. +I ,
SUBGRADE
4' B'
SECTION
CONCRETE SIDEWALK CONTROL JOINT
1/2' ASPHALTIC PREFORMED 3'R
EXPANSION JOINT
w� •�. .6 12N
_ • .. � 1 raj ,o
h in
6x6-10/10 W.W.M. COMPACTED 4
SUBGRADE 3Tml I 111=
6' III II-�
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
Z
0
ui 4C
0=
V )
00
w z
W Q Z
.Z Z 0
W I-
J W0
l_ cc Z
Q
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Lu < -
o r
Z Ix ONO
F3 Lj C4
J
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alto LJ o0
a:: I -OD
La! 1n W
7 F- M
OOF= Q'v
O tin c i 1r=i v NN
Lo� E
WIn o 0
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w I I x
vpo po Y
+-�oa v
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0
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LT.J
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Z
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LW
0
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C
4 Z
0
�II II
�I I{
IIIIIII �IIIIII
II��� III II
II
03020
Des. CLS
CKD: CLS
DRAM: MVL
DATE:- 02/17/04
r•tqI I.,;,
1 l i r �_ -t ; •--� F- , -� r TT-1 1 71 i `-7� j't �, 7-----; } i ` r•
l 1�" 11i.. r � �I � a � I .. }y�'( S�'{� �,t,�•tl�,} 11+�
:s r
Ev:. i,{(;'v

A _ -Il s_llrh1:.!, i'2
SITE
Al
� VICINITY MAP NTS
r STREET US
(100' PUBLIC R/W)
HWY1 7
(1) 180BT
STUB INTO
INLET WALL
(4) 180SC
(1) 180BT
141'
— \1 CB #6 -J -: 'It
RIM RIM 49.6 RIM 49.6
INV OUT 4.3 (20) CULTEC 330 HD INV 45.3
SEE DETAIL CHAMBERS/ROW z
PLAN 2
#57 CHIPPED GRANITE 2" ASPHALT
VARIES CULTEC 1 BOSC
(49 5�MIN) 6" ABC STONE
48.8
45.3
44.8
CULTEC 330HD CHAMBERS
CULTEC F-24
IMPERVIOUS LINER
ALL SIDES, LAP ON TOP
SECTION A -A SECTION B-B
6 ROW INFILTRATION BED
NTS
47.8
10" SD
45.3
44.8
TURN LANE MARKING DETAIL
1 =20
330 HD
(78.2')
180 HD
(72.6') 330 HD �
#57 CHIPPED (6.3')
GRANITE
2" ASPHALT 180 HD
(5.0') 0
/17
6" ABC STONE
-00
a..
T.
co
M 0 M
M�
'-7
7
CULTEC 33OHD/18OHD CHAMBERS
CULTEC �
NONWOVEN FABRIC F-24
ALL SIDES, LAP ON TOP
ELEVATION SECTION
1 ROW INFILTRATION BED
NTS
(SEE PLAN SHEET C2 FOR LOCATION)
M
F-24
CASTING NOTE: 2' X 2' NCDOT
APPROVED 4' HIGH HEAVY DUTY
FRAME AND GRATE OR 2' DIA.
MANHOLE. MOUNTED ON 8' THICK
CONCRETE TOP WITH H-20 LOAD
RATING.
y C ELEV. FOR
STANDARD NCDOT PRECAST
.. 4'X4' BOX. H-20 LOAD
RATED. INSTALL STEPS IN
. � DL AND JL3.
12" PERF HDPE INV.=
12" PERF HDPE INV.=43.25
J
B01TO10=42.25 , �r?=I CLEANOUT BENCHMARK 3.0'
.. -`''kt'.�• '• FROM TOP OF D.I. ELEV. 45.5'
00 %',. oo CLEANOUT ELEV. =42.5'
o ,..
Oa000 pD0000000000p000000000 00
SEDIMENT TRAP 8- #57 STONE OVER
-5m02N MARIFI 60OX FABRIC
NOTE: PIPE ORIENTATION VARIES, SEE PLAN VIEW.
TYPICAL INFILTRATION DROP_ INLET_ DETAIL
�12' 12'�
xt ..
r.
3000 PSI CONCRETE
24" VALLEY CURB & GUTTER
2'-6"
—• „" _f.
CLASS A CONC. y v 1 1 /2"R
ASPHALT'3"R
.-
118"R' .. • tD
TURN LANE CURB SECTION
N
WHITE
'NOTE:. WHERE TWO WIDTHS ARE INDICATED, 'If FIRST
WIDTH APPLE'S FOR A iMMW WIDTH LINE THE SECOND
- - - WIDTH APPLIES FOR A '*W LINE. 1MIDEr LW6 ARE
REQUITiED WHEN DESI MTED IN THE PUIWS, OR WHEN
MRI:t:TED Iff 111E pONEER.
PAVEMENT MARKINGS
Line Types
NTS
8"
x
0
m a0
�LL.
00
LL-
0
U I.i.l
a�
z
r 2"
26" MIN.
HEAVY DUTY TRAFFIC BEARING
FRAME, GRATE AND HOOD.
NCDOT ROADWAY STANDARD
NO. 840.03 OR APPROVED
EQUAL NOTE: IF PRE —CAST BOXES
ARE USED THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING
THAT THE PIPES CAN BE INSTALLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
PRIOR TO CONSTRUCTION.
CONCRETE
BRICK
+
4"
L#4 ® 12" EACH WAY CONC. FTG.
TYPICAL CATCH BASIN
24" CURB AND GUTTER NTS
REMOVE EXISTING CONCRETE
CURB AND GUTTER. TIE NEW
PAVEMENT INTO EXISTING
PAVEMENT AT EXIST. GRADE.
THE CONTRACTOR SHALL FIELD
VERIFY THE EXISTING PAVEMENT
GRADE PRIOR TO CONSTRUCTION.
TIE NEW PAVEMENT
INTO EXISTING
AT EXISTING
GRADE
SEE PLAN FOR PIPE
ORIENTATI
963%
CONC. CO 4' X 4' BOX
CONC.
STANDARD NCDOT PRECAST
4'X4' BOX, H-20 LOAD
RATED.
FLOW
3000 PSI CON
6• #57 STONE
12'
_..."A1MUM
PLAN
T PAVEMENT
4•
SECTION
DROP INLET DETAIL
NEW 2'-6" NCDOT CONCRETE
CURB AND GUTTER NCDOT
ROADWAY STANDARDS NO.
846.01 REV. D
VARIES
2%
MINIMUM
PAVEMENT SECTION SHALL BE
2" S 9.5 A SURFACE COURSE,
2" 1 19.0 C BINDER COURSE,
8" ABC BASE COURSE
IN ACCORDANCE WITH NCDOT STANDARDS
TURN _ LANE & ROADWAY WIDENING PAVEMENT SECTION
NTS
PAVEMENT MARKER SPACING CHART
TYPE OF PAVEMENT MARKING
TYPICAL SPACING in FT
(speed limit <= 45mph)
Centerfines— —along through lanes
40
Centerlines——alonghorizontal curves
per Traffic Engineering
Skip Lines— — along through lanes
40
Turn Lanes —Skip Lines
40
Turn Lanes --Solid Lane Lines
20
Turn Lanes ---Centerlines
40
Painted Islands --White
20
Painted Islands --Yellow
40
Raised Median Islands
40
Other Markings
per Traffic Engineering_
GENERAL NOTES
—CRYSTAL/RED MARKERS SHALL BE USED ALONG WHITE PAVEMENT MARKINGS UNLESS
OTHERWISE DIRECTED BY TRAFFIC ENGINEERING. RED SIDE OF MARKER TO FACE
*WRONG -WAY" TRAFFC.
-PAVEMENT MARKERS SHOULD NOT BE PLACED CLOSER THAN 2 INCHES TO A PAVEMENT
CONSTRUCTION JOINT, EXCEPT WHEN PLACED BETWEEN DOUBLE YELLOW CENTERLINES.
-PAVEMENT MARKERS SHALL•NOT BE PLACED DIRECTLY ON PAVEMENT MARKINGS.
-PAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE YELLOW CENTERLINES SHALL
BE PLACED MID -WAY BETWEEN THE LINES, WITH A GAP BETWEEN MARKER AND MARKINGS.
40' 5' 1�•
nkm aitl bdom dmI. anhrii�
5' IV
egrlan anwnd h.nn.n � �a..hi6�
dolt
r
20'
1010 pbowk"tum
CENTER LINE OFFSET DETAIL
■
as
m
U
Q
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w
Y
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W
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Y
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U
V)
w
:
W
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0
—
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z
V
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a
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o
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Q o
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❑ c M
0 z
_
W Zo
Z Lu
Q W
J z
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J
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z co
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H O M
W N r 0 M
z �a<� a M
3: a v
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Ld Kr
U n to -�f
mv (n Z
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IIIIIII lllllll
Illy III II
TABLE I
EDGE LINE
OFFSETS FOR 2—LANE, 2—WAY
ROADWAYS
WITH UN —PAVED SHOULDERS
WIDTH OF
MAX. EDGE LINE OFFSET
MINIMUM LANE
TRAVEL PAVEMENT
FROM E. 0. P.
WIDTH
16 — 20'
2
8 — 10'
22'
2"
24'
1
26'
2'
11 '
28'
2'
12'
30'
3'
12'
32'
4'
12'
PAVEMENT MARKINGS
Offsets
NTS
111
ll
03020
cm CLS
cm CLS
oeWMr CLS
u+►rE:02/17p/04
,
SE AL '
•,
��U t✓I >f!1'�jr� Y
C-4,5
•T.
' l•;'_• `1'i'?•7�Il,�i' + i i i t�i.1' +�1.' l '� �r•�s�`I� rV �ti .y T F,-, II i I 1 S� S{,I',;
-Y• i. '- •� .. �.i!;.f.•I. � 1...- -.., ' ...r:l.� }' 't� �1 .•it F'15,. � f� � � i ,i 1..1;lty�4t�1 �.�r:.