SW8050427_APPROVED PLANS_20060221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 5 Di 2-1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 ooto 02 %k
YYYYMMDD

11
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STOP
SIGN N
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GRATE 3789 HDR INV (i ") S 32.20 HDR l-I/ SIGN .�' Lp
INV (15) 32.93 INV (4) N 3027 '
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1
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INV (15) 34. 16 INV (15" S 32.80 Rl 39. 18
INV (18 ) W 32.58 INV (12) 35.89
INV (12) E 35.981 1
ASPHALT AND
s
ORIGINAL RIGHT OF WAY N. FRONT ST.
LIMIT OF EXISTING
GRAVITY SEWER
TO BE REMOVED
REMOVE EXISTING
STORMWATER INLETS,
12' RCP, AND 15" RCP
k
\ REMOVE EXISTING
6' CHAIN LINK FENCE,
POST, AND CONCRETE
WV
\ d�
INLET
REMOVE EXISTING ELECTRICAL
INCLUDING -CONCRETE BASE,
LIGHT POLE, LAMPS, AND ANY
UNDERGROUND OR OVERHEAD
HARING. CONTRACTOR TO
COORDINATE REMOVAL WITH
PROGRESS ENERGY AND / OR
CAPE FEAR COMMUNITY COLLEGE,
AS APPLICABLE.
_ _ X x x-x-x`� x= u -u-u
S 0612'00" E 250.30' -- -- - Lp7 •-------
�PP GW SIG
8„W l 24' RCP
R M EXISTING 2% Q STREET
6' A CHAIN LINK
FENCE, POST, AND
CONCRETE _ / 66' PUBLIC RIGHT OF WAY
- - - - T �. -
WM
/
/
X\ EMOVE EXISTING ELECTRICAL
INCLUDINC,CONCRETE BASE,
LIGHT POLE. LAMPS, AND ANY
UNDERGROUND OR OVERHEAD
HARING. CONTRACTOR TO
COORDINATE REMOVAL
W/ PROGRESS ENERGY.
ORIGINAL CENTERLINE N. FRONT ST.
ORIGINAL RIGHT OF WAY N. FRONT ST.
LIMIT OF EXISTING-
-GRAVITY SEWER
TO BE ABANDONED
\PLUG EXISTING
GRAVITY SEWER
PP�\
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42 SSMH
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EDGE OF
,.PPAA�.VEEEM'EN
TE 31 60 l
26,35 j
j 3 END SAW CUT
\ REMOVE EXISTING 6'
CHAIN LINK FENCE,
POST, AND CONCRETE
REMOVE\EXISTING v\
CONCRETE CURB \ `
REMOVE EXI G \
CONCRETE I \ P ,�F1I ��
MAP BOOK 8 PAGE 60
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
444.4T
1 197.46
1
N 22'1541- E
1 195.84
C2
65.00
157.47
S 75'34 37 E
I 121.E
LEGEND
E.C.M.
EXIST. CONCRETE MONUMENT
SSMH
STORM DRAIN MANHOLE
PP
POWER POLE
LP
LIGHT POLE
CB
CATCH BASIN
WV
WATER VALVE
FH
FIRE HYDRANT
GW
GUY MARE
HDR
HANDICAP RAMP
®
EXIST. PAVING, STONE BASE, AND CURBING
TO BE REMOVED
- -SS- -
EXISTING GRAVITY SANITARY SEWER
- -8"W- -
EXISTING WATERLINE AND SIZE
moo' Rc�
EXISTING STORM SEWER AND SIZE
OVERHEAD POWER LINES
501140;
- SURVEI£M DECEMBER 2004.
- 1.579 ACRES TOTAL
- AREA COMPUTED BY COORDINATE METHOD.
- FOR REF71ENCE SEE D® BOOK 975 PAGE 440 ,
MAP BOOK B PAGE 60 AND MAP BOOK 12 PG 3A.
- ALL SI`k.ETS ARE PUBLIC.
- ALL DISTANCES ARE HORIZONTAL
- ALL BEARINGS ARE RELATIVE TO N.C. GRW (NAD 1927) DO 975 PG 40.
- NO N.C. GRID MONUMENTS LOCATED W RW 2000' OF INNS SURVEY.
NOTE:
ALL EXISTING IMPROVEMENTS AND EQUIPMENT TO BE REMOVED
(INCLUDING EQUIPMENT LEFT BEHIND BY CAPE FEAR COMMUNITY COLLEGE).
NOTE:
CONTRACTOR TO PROVIDE STONE BASE MATERIAL AS NEEDED AND MAINTAIN
DURING CONSTRUCTION TO ALLOW CONTINUOUS ACCESS TO ADJACENT PROPERTIES.
ANY CLOSURES WILL BE COORDINATED WITH THE CITY. IN NO CASE SHALL ACCESS
BE BLOCKED TO ADJACENT PROPERTIES.
REMOVE EXISTING ELECTRICAL A
INCLUDING -CONCRETE BASE, w
LIGHT POLE, LAMPS, AND ANY w
UNDERGROUND OR OVERHEAD ?
WIRING. CONTRACTOR TO z
COORDINATE REMOVAL
W/ PROGRESS ENERGY. u
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EDGE OF APPROVE[} a1zBcE 1
EMENT 11„W _ NORTH CAROLINA ENVIRONMENTAL °
MANAGEMENT /I 3
SDMH EDGE OF DIVISION OF �WigER UALP 02
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SAW CUT_ -�T 36"' RCP AS PER 1975 V's a
SAL VA 77ON f SIGN CITY MAP NUMBER 47-16 C/O CONCRETE CONCRE E OUDGE 0 EDGE OFT OF USE CURB
ARMY I EXISTING \ TELEPHONE
BUILDING I REMOVE EXISTING m
6' CHAIN LINK DRIVEWAY COMMUNICATION PEDESTAL EDGE OF a
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a
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272 N. Front St., Suite 500
Wilmington, NC 28401
910-254-0222
910-254-0228 FAX
C1ineDesign,kssoc.com
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
910.3972929 Ph.
910.397.2971 Fax
Email: cttOcttengineering.00m
CTT JOB#5603
ppff
PARKING
GARAGE
WILMINGTON,
NORTH CAROLINA
PROJECT:05054W
DATE: 2.1.2DD6
REVISIONS:
DATE
OcV, uff
V&911f114,
DRAWN BY:
H WL
CHECKED BY:
NI TA
DEMOLITION
SITE PLAN
C101

0.
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- I RIM 21.61
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IN (N &27")
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INSTALL SIGN 500 FT. _ SS RIM 21.47
ORIGINAL RIGHT OF WAY N. FRONT ST.
PROVIDE CONSTRUCTION
FENCING.
REMOVE POSTS &
PATCH PAVEMENT
AFTER CONSTRUCTION
ORIGINAL CENTERLINE N. FRONT ST.
OSOUTH OF BRUNSWICK ST. �- M INV (75) E 16.2
- SEE DETAILS SSMH
THIS SHEET HDRlM 21. 79 tea'• ��• RIf 2H7 1 ORIGINAL RIGHT OF WAY N. FRONT ST.
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COORDINATE WITH I
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CITY TRAFFIC AND GRATE 21, f4 STO 15 V (75'J E 1`7 70
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CITY TRAFFIC AND INV.
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IN APPROPRIATE
BA EME0NT
LOCATION X 1
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24'
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4" SCH. 40 PVC
1
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ARCH. PLANS FOR
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REMOVE EXISTING CURB /ND
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--EXISTING SANITARY SEWER UNE-
TO BE REMOVED OR ABANDONED
BETWEEN EXISTING SANITARY
SEWER MANHOLES -
SEE DEMOLITION SHEET
SEE LANDSCAPING PLANS FOR
PLANTING BEDS, HARDSCAPE
PAVING MATERIAL, AND
SURFACE PLAZA MATERIAL.
\ SEE ARCH.FOR CONC.
SIDEWALK DETAILS
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lNk4 2.B..05\ CONNECTION LOCATION -
O SEE FIRE PROTECTION PLANS `
„ BE NEW CURB & \
pp �, ` GUTTE - CONNECT
_w ;0 EXIS711.�G
SEE ARCHITECTURAL PLANS FOR
DETAILED HORIZONTAL LAYOUT
WITHIN PARKING GARAGE STRUCTURE. < ` \ Lp
® ENSIGN
WV
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ROAD
CLOSED
200 FT
ROAD
CLOSED
500 FT
O O O
ALL SIGNS AND PAVEMENT MARKINGS IN AREAS
OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
SIGNAGE DETAILS
SCALE: N.T.S.
LEGEND
E.C.M.
EXIST. CONCRETE MONUMENT
SSMH
STORM DRAIN MANHOLE
PP
POWER POLE
LP
LIGHT POLE
CB
CATCH BASIN
WV
WATER VALVE
FH
FIRE HYDRANT
GW
GUY WARE
HDR
HANDICAP RAMP
-SS-
EXISTING GRAVITY SANITARY SEWER
-8"W-
EXISTING WATERLINE AND SIZE
30" RCP
EXISTING STORM SEWER AND SIZE
OVERHEAD POWER LINES
R15'
RADIUS
FOC
FACE OF CURB
F/F
FACE OF CURB TO FACE OF CURB
OTEMPORARY
CONSTRUCTION SIGN (SEE DETAIL)
CURVE
RADIUS
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
444.47'
195.84'
N 22'15'41 " E
25 27'15"
C2
OMIT
-
-
-
C3
47.09'
36.25'
S 29'04'37" E
45'1635"
C4
510.47'
80.38'
N 3031'36" E
09'01'54"
C3
47.10'
36.53'
S 29 0051 " E
4537'42"
C4
510.47'
80.47'
N 3031'20" E
09"02'27"
LINE
BEARING
I DISTANCE
L1
N 06"12'00" IN132.53'
L2
N 35'02'45" E
78.26'
CONSTRUCTION SEQUENCE:
1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR EROSION CONTROL INSPECTOR.
2. INSTALL TEMPORARY CONSTRUCTION SIGNAGE.
3. INSTALL CONSTRUCTION FENCING.
4. INSTALL SILT FENCE, SILT SACKS, AND GRAVEL CONSTRUCTION ENTRANCE
AS SHOWN ON PLAN.
5. PERFORM DEMOLITION OPERATIONS.
6. ABANDON / REMOVE EXISTING SANITARY SEWER LINE ALONG FRONT STREET
(SEE SHEET C1.1 AND C1.2).
7. ONLY AS NECESSARY FOR DRIVING PILES, CUT SITE APPROX. 5' BELOW EXISTING
GRADE AND REMOVE MATERIAL FROM SITE. RE -SLOPE CONSTRUCTION ENTRANCE
DOWN INTO THE EXCAVATION.
8. DRIVE PILES.
9. ALLOW RAINWATER TO ACCUMULATE IN SW CORNER OF SITE, THUS ACTING
AS A SEDIMENT BASIN WHILE DRIVING PILES.
10. ONLY AFTER 24 HOURS OF DRY WEATHER, CONTRACTOR TO PUMP OUT ACCUMULATED
WATER IN SEDIMENT BASIN AND INTO FOUNDATION DRAIN CONNECTION.
11. CONSTRUCT FOUNDATION/RETAINING WALLS AS NECESSARY TO FACILITATE SITE LEVELING.
12. LEVEL SITE TO SUBGRADE ELEVATION (VARIES - SEE ARCHITECTURAL PLANS).
ONCE SITE IS LEVELED TO THE PROPOSED SUBGRADE, THE USE OF THE SEDIMENT
BASIN WILL BE TERMINATED. SILT FENCE SHALL REMAIN INSTALLED.
13. CONSTRUCT PILE CAPS.
14. INSTAL_ WATER, SEWER, AND STORMWATER, AND OTHER UTILITIES IN THE SUBGRADE.
15. INSTALL CONCRETE PARKING SURFACE FOR GROUND FLOOR. THIS SHALL BE DONE
AS QUICKLY AS POSSIBLE TO STABIUZE THE SUBGRADE SURFACE AND TO MINIMIZE
THE POSSIBILITY OF SOIL EROSION FROM SITE.
16. CONSTRUCT PARKING GARAGE STRUCTURE.
17. CONSTRUCT SIDEWALKS AND HARDSCAPE.
18. REMOVE CONSTRUCTION FENCING.
19. REMOVE TEMPORARY CONSTRUCTION SIGNAGE.
20. INSTALL PERIMETER LANDSCAPING AND MULCH.
21. REMOVE EROSION CONTROL MEASURES.
X I Qs (c © EDGEtt��FF GRAT29-32
__ 6' PAVEMEA% INV(7
337'-2" --- 8'-O" oQ GUTTER INV (15)
X I --- \ E 26.05
I OVERALL ',,,,p„, NE o UTILITY �
i ---- Isza sArc NEW 1.5" WATER METER EASE T REO'D
SIGN i sue° - FOR HOSE BIBS & _
IRRIGATION SEE DETAIL a� 4t NEW HANDICAP RAMP
w D. Rai - SEE DETAIL \
2
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SIGN SDMH W J N
_ EXISTING
X RIM SO14V 37.01 " SI N% v 2U , 4 e , TO REMAIN
GRATE TE 378.9 �HDR INV (1S'� 5 20 S 067?1J0 S0. NE C TE SID W D V IE 7R� EXISTING
INV (15) 3293 l iV (24) N _ SIGN -PP GW - -+ �2
75' RCP S - - - - - - - - - - - SIGN SDMH'
- - - - - - - - - - 9� TOREMN
I,(/1/ 24" RCP Rl 29.5B " O4 IN CURB/ISLAND
v 8'w CB wz WV-,5+1' INVI(42")E2zo9 8"W
8"W 8"W 8' W 8' W 11
a STREETGRATE 31,60 PROVIDE NE zw END -NEW CURB W 30) 5 22-38 _
2n d INV 26.35 w SIGN �' ( INS DETNLS hNIS SHEET
CITY DRIVEWAY zM �1"& GUTTER -CONNECT �� \
E.C.M. 66' PUBLIC RIGHT OF WAY w< __ `c2�_ TO_NEW-DRIVEWAY L EXISTING CONCRETE ISLAND SHOWN FOR
REFERENCE ONLY - SEE DEMO SHEET
�% - - - BARRICADES
MUTCD TYPE 1
In
RIMM3820 I ATROUENNG MS REO'D NlM (2 )' � 7H EDGE OF NEW
INV 31.58 I 1
INSTALL SIGN 500 FT. �- - SS SS - SS - CONSTRUCTION FENCING SS _ 22. 33 qt cal 1 k1 29, 79 PAVEMENT
PP I - IN 24.05 /
SOUTH OF BRURS1BA-U PP
SEE DETAILS \
OTHIS SHEET s: 7----------------________________ _- -JPP GW J GRATE 29.42 - - -- - -- J r(
Pc SIT N SIGN WM SIGN
INV 2.17
CB 15" RCP X Pr`)SIG COORDINATE SIGNAGE, TELEPHONE C
CRA 1L 37 86 ROAD /
INV (75") E 34.65 1 PEDESTAL
INV (15) E 34.62 X X X X 4 CONSTRUCTION FENCE
CABLE MATH CITY TRAFFIC, COMMUNICATION
CB SDMH
GRATE 790 RIM 3918 AS NECESSARY
INV (15') 34-16 CB INV (12) 5. 9 BOX EXISTING EXISTING I PAD
GRATE 37.93 I DRIVEWAY DRIVEWAY
INV (15) 5 3280 INSTALL SIGN 500 FT.
INV (18) W 32,58 1 LLI
INV (12) E 35.98 EAST OF SECOND ST. LLI
- SEE DETAILS
THIS SHEET
I z
30 15 0 30 Q
Q
NC GRID 1927 m
MAP BOOK 8 PAGE 60 SCALE IN FEET
1' - 30 ' I
EXISTING CURB AND
GUTTER TO REMAIN
�36" RCP AS PER 1975
CITY AAAP Al//AAR4-P 17 1G
X_
LP X
X
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8"w INV (21.39)
/ 8"W
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VICINITY MAP &A NN, I
Scale: NTS
SITE DATA
PROPERTY AREA 1.72 AC
NOTES:
1. VERIFY EXISTING LINE LOCATIONS AND
ELEVATIONS PRIOR TO CONSTRUCTION.
2. FOR TEMPORARY WATER CONNECTION
DURING CONSTRUCTION, APPLY IN
ADVANCE. WILL HAVE TO PROVIDE
RPZ BFP ON PROJECT SIDE OF WATER
METER BOX.
3. ANY PROPOSED IRRIGATION SYSTEMS
TO BE SUPPLIED BY CITY SHALL
COMPLY WITH CITY CROSS CONNECTION
CONTROL REGULATION. CALL 343-3910
4. BACKFLOW PREVENTER FOR NEW POTABLE
WATER SERVICE WILL BE INSIDE. RPZ
REQUIRED. SEE PLUMBING PLANS.
5. ANY BACKFLOW PREVENTION DEVICES
WILL NEED TO BE APPROVED
BY USCFCCCHR OR ASSE.
6. OWNER/CONTRACTOR TO CONTACT CITY
DEVELOPMENT SERVICES CONCERNING
LIGHTING REQUIREMENTS.
7. CALL NC -ONE -CALL BEFORE DIGGING
1-800-632-4949
8. CONTRACTOR TO COORDINATE WITH
CITY TRAFFIC CONTROL FOR DRIVEWAY
AND UTILITY WORK WITHIN CITY
RIGHT OF WAY.
9. EXCEPT AS NOTED, SURVEY INFORMATION
PROVIDED BY HANOVER DESIGN SURVEYOR,
DATED DECEMBER 2004 & APRIL 2005.
10. EXISTING WATERLINE VALVES LOCATION
PROVIDED BY HANOVER DESIGN SURVEYOR,
DATED DECEMBER 2004 & APRIL 2005.
11. EXISTING WATERLINES ESTIMATED FROM CITY
WATER SYSTEM MAPS, JAN. 2005
12. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON
CROSS CONNECTION CONTROL REQUIREMENTS.
WATER METER(S) CANNOT BE SET AND ACTIVATED
ON NEW MAINS UNTIL ALL REQUIREMENTS ARE MET
AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
CALL 343-3910 FOR INFORMATION.
13. WHEN PVC MAINS AND SERVICES ARE PROPOSED,
THE PIPES ARE TO BE MARKED NTH NO. 10
INSULATED COPPER WIRE INSTALLED THE ENTIRE
LENGTH AND STRAPPED TO THE PIPES WITH DUCT
TAPE. THE INSULATED WIRE IS TO BE STRIPPED
TO BARE WIRE AND SECURED TO ALL VALVES AND
FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL
VALVE AND METER BOXES FOR FUTURE LOCATION OF
FACILITIES.
14. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS
OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
15. ANY BROKEN OR MISSING SIDEWALK PANELS AND
CURBING WILL BE REPLACED.
16. TEMPORARY TRAFFIC MEASURES SHALL BE MAINTAINED
BY THE CONTRACTOR.
7
i
272 N. Front St., Suite 500
Wilmington, NC 28401
910-254-0222
910-254-0228 FAX
ClineDesignAssoc.com
1
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 29403
910397.2929 Ph.
910397.2971 Fax
Email: [e-mail]
CTT JOB #5603
ppff
PARKING
GARAGE
WILMINGTON,
NORTH CAROLINA
24419
II �_( Iz�
PROJECT.05054W
DATE: 2.1.2006
REVISIONS:
DATE
rt'j, S TAI.
EVIEW
DRAWN BY: H WL
CHECKED BY: MTA
SITE LAYOUT, SIGNAGE,
AND UTILITIES PLAN
C1I

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�J
Cr� m
1
30.BI7
\ 30.3IB
,pJ' \\ I
T
\ EXIT
CONSTRUCTION SEQUENCE:
1.
REQUEST PRE-CONSTRUC71ON CONFERENCE WITH NCDENR EROSION CONTROL INSPECTOR.
2.
INSTALL TEMPORARY CONSTRUCTION SIGNAGE.
3.
INSTALL CONSTRUCTION FENCING.
4.
INSTALL SILT FENCE, SILT SACKS, AND GRAVEL CONSTRUCTION ENTRANCE
AS SHOWN ON PLAN.
5.
PERFORM DEMOLITION OPERATIONS.
6.
ABANDON / REMOVE EXISTING SANITARY SEWER LINE ALONG FRONT STREET
(SEE SHEET C1.1 AND C1.2).
7.
ONLY AS NECESSARY FOR DRIVING PILES, CUT SITE APPROX. 5' BELOW EXISTING
GRADE AND REMOVE MATERIAL FROM SITE. RE -SLOPE CONSTRUCTION ENTRANCE
DOWN INTO THE EXCAVATION.
8.
DRIVE PILES.
9.
ALLOW RAINWATER TO ACCUMULATE IN SW CORNER OF SITE, THUS ACTING
AS A SEDIMENT BASIN WHILE DRIVING PILES.
10.
ONLY AFTER 24 HOURS OF DRY WEATHER, CONTRACTOR TO PUMP OUT ACCUMULATED
- _ _
WATER IN SEDIMENT BASIN AND INTO FOUNDATION DRAIN CONNECTION.
ORIGINAL RIGHT OF WAY N. FRONT ST. 11.
CONSTRUCT FOUNDATION/RETAINING WALLS AS NECESSARY TO FACILITATE SITE LEVELING.
12.
LEVEL SITE TO SUBGRADE ELEVATION (VARIES - SEE ARCHITECTURAL PLANS).
ONCE SITE IS LEVELED TO THE PROPOSED SUBGRADE, THE USE OF THE SEDIMENT
GCB
BASIN WILL BE TERMINATED. SILT FENCE SHALL REMAIN INSTALLED.
NA E 20. 90
INV (&z ") 13. CONSTRUCT PILE CAPS.
N&s 16,47 14. INSTALL WATER, SEWER, AND STORMWATER P 75'" ORIGINAL CENTERLINE N. FRONT ST. , AND OTHER UTILITIES IN THE SUBGRADE.
is \ 15. INSTALL CONCRETE PARKING SURFACE FOR GROUND FLOOR. THIS SHALL BE DONE
7SMH \ AS QUICKLY AS POSSIBLE TO STABILIZE THE SUBGRADE SURFACE AND TO MINIMIZE
RIM 21.47 `
INV (15') E 16.2THE POSSIBILITY OF SOIL EROSION FROM SITE.
M 21 51 � GB i 16. CONSTRUCT PARKING GARAGE STRUCTURE.
V (15) GRATE 20.97 ORIGINAL RIGHT OF WAY N FRONT ST.
76.5s �, - - 17. CONSTRUCT SIDEWALKS AND HARDSCAPE.
INV (15'2 E 7 �B -
\ S INV (15') S 77 /7 �� - - - 18. REMOVE CONSTRUCTION FENCING.
\ iq INV (75') W 76.84 \ WV
WV. (le) E 16. \ \ �� \ _k� 19. REMOVE TEMPORARY CONSTRUCTION SIGNAGE.
♦ ♦� 5'x24\\ �\ \ \ 23 , 20. INSTALL PERIMETER LANDSCAPING AND MULCH.
a - AMP I �© \ - - 21. REMOVE EROSION CONTROL MEASURES.
Orb ♦♦♦ \ \ �
7DP 19.8 ♦ \ o \
75' RCP ♦
\ ♦♦ \ LOD ON \_---
1 Tm 2i6� \ sN BACK OF \ 8,
\ URB 0
°[v v
E ENT EV \� 24.
T
RSA \
In " � N�' \4 . \TRENCH MAP BOOK AGE
8 P 60
15 13" NAR7H \
\ \ -f
k - IS" 70P 29.5 7 �� $ I A �v V ,\
+ a2°so 2a 29. 761,` PROVIDE SILT
28. 29.1 29. n \ 30.23 (30.5� ..t 9j2` ib A.I v ����V '\
R<1 za as ♦ e-s 1 �Fti% SACK, (SEE DETAIL)
\ \ 19 5
v
30.48
EROSION CONTROL:
°" S7
1.
ANY GRADING BEYOND THE LIMIT OF DISTURBANCE SHOWN ON THE PLAN IS A
117 ta swT,
VIOLATION AND IS SUBJECT TO A FINE.
117 133
2.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
j
133 \
540WAR
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
a
TA1l°R1
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
421
�a~�
e
MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
133+ < NI
AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
3.
ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER.
_
4.
IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 15
>
^7 z ys
S
CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
$
zJNETT
Q STg
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
o
NETT
3
GRANTED BY THE EROSION CONTROL INSPECTOR.
(n h
5.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
421
BLA°"'
Lu
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
"'
��~
SI TENSyI
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
ST
a
WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
Z
6.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE, INLET
ff
PROTECTION, AND SEDIMENT BASIN WHEN IT BECOMES ABOUT 0.5 FEET DEEP
ST
AT THE DEVICE. THESE DEVICES WILL BE REPAIRED AS NECESSARY TO
•"
" 'AUK
MAINTAIN THEIR EFFECTIVENESS.
3
7.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
; °ss sT
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
8
ARE CONSTRUCTIONONS
ORENTRANCE TO BE CLEANED SEDIMENT IS DEPOSITED ON THEE ASPHALT TAND CSTONE�WILL BE
VICINITY MAP
SEEDBED
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH.
PREPARATION:
Scale: NTS
LOOSEN CLEARED SURFACE (VOID OF ROCKS, ROOTS, AND VEGETATION) AS
1.
NECESSARY FOR SEEDING TO ACCUMULATE.
STORM JUNCTION ELEVATION SCHEDULE
2.
APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY
LANDSCAPE DESIGNER.
JUNCTION
NORTH
SOUTH
WEST
EAST
3.
TILL LIME AND FERTILIZER INTO SOIL UNTIL WELL MIXED.
NAME
INV.
INV.
INV.
INV.
4.
SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION.
SDMH 1
17.94
.94
REPAIR AS NECESSARY FOR EROSION MAINTENANCE DURING CONSTRUCTION ACTIVITY.
SDMH 2
]0.60t20.6045.
6.
USE TEMPORARY SEEDING SCHEDULE FOR AREAS WHERE WORK IS NOT OCCURRING
SDMH
SDMH 3
25.53
5.5.78
WITHIN 15 DAYS.
DO
SEE DETAIL
7.
USE PERMANENT SEEDING SCHEDULE IF PROJECT IS IDLE.
D12 ST2
25.57
25.82
8.
SEE LANDSCAPE PLAN FOR FINAL GRASS, PLANTINGS, TREES, MULCH, AND COVER.
D13 ST3
26.33
26.08
26.33
GRADING
NOTES:
D14
25.76
25.76
26.26
1.
PROTECT VEGETATION BEYOND GRADING LIMITS.
DI5
26.75
27.25
2.
COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
DI6 D16
17.60
17.35
3.
ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH
26.09
NO GREATER THAN 3:1 SLOPES.
RL2
26.42
4.
PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
RL3
26.66
5.
OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION
RL4
26.32
TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE
RL5
27.47
DIRECTIONS INDICATED ON THE PLAN.
__ y� v
v v v v 2 . �, � �„ \ \ v NEW 2.5 STANDARD CURB SECTION
+ 2a7s
v v '�' TYPE A" (SEE DETAIL)
TA 50- CONSTRUCTION _
y ENTRANCE \ \ - \Ai° �- \
s
x, A C
H 31.0 31.0 ��
- n
CN9 + 29. I + + 28 ' \
29 5 + v + + + \ �+ A �
'S H N \ m
5 31.01 1 31.0 v v q 31.0 \31.0 / 31.0 �� z H F v \v EXIST. RIGHT OF WAY LINE
-
1\2
\ 3 Taw \ \\\\\\ 829.0
01R~�LP \\?.
\ 70P 20.65 . \
X
W
\m
\
\
x
\ \
\sroP
��LJ \
Q
W
n W
U
W
U_
Q
m
S,
jw
30.25 \ \ 29.75
2975
,1-R�p
�+
7GW
+
\-
29
30.4
RL5--
O \\\ 2975 .7+3i0
A V
I 5\
\ \ \ O \
\
`I APPRONWATE PkE
-OAP LOCA WIN (TTA)
\ SEE _FBNMPATION MNSSTO
\
s701
+ 30.86
33
Rau
o
- - - _ - -
30.4 N .75
A
-
- \ \ \ \ O' S0' CONSI
\
\ - \
_ = ENTRANCE
\ I \
\ I
\
I
\ ,7 31. ` + A.0 + �
CB / HD LJ7Op'E DR H \ I S 2' 50 30'
GRATE 3789 15" RCP i SIGN a �r -34.00 /BACK OF CURB - � � �
INV (75) 32.93
8' W 8"W \ RIMSDMH PP B..W / 8•WEDGE OF PA VEMEN8„W
!NV 18" E 31.30
\ (15 J
�YV / \
(
(-'/ Tr-
I 2n `" STRE T
!NV S 3220I
\ INV 24") N 30.27
3
AV
A
A\ 66' PUBLIC RIGHT OF WAY
- Aii
-
\
LOD ON
/ PROVIDE SILT-
ssMH
RIM 38.20 ai
I
�\
M
/
BACK OF
FENCE
j INV 318 '
W
_ CURB
SEE DETAIL
T
I
W
\
ce
GRATE 3786
INV (15�`s`
SIGN\
\
\
\ \
- _INV(15) E 35.62 P�, I sh
N
\
\ 15" RCP
CABLE
CB\
J
BOX
~
GRATE 3 .90
\-
INV (10") 34. 6 (a - S
GRATE 3793
M X X�- X
'-X
l(
F
SALVATION
INV (15) 5 32.80 /A
9.
INV (18') w 3258 /
v (12-) ) 35.89
ARMY
INV (12) E 35. 98 I
I _
I
BUILDING
\ hg SIGN
\1+29.7
LAND DISTURBANCE DATA
DISTURBED AREA (AC) 2.1 AC
NOTES
1 SURVEY BY HANOVER DESIGNS: DECEMBER 2004 AND
APRIL 2005.
2 ALL ROOF DRAINS SHALL BE ROUTED TO STORM DRAIN
SYSTEM WITHIN PROPERTY BOUNDARY.
3. RECEIVING WATER IS CAPE FEAR RIVER AND IS
CLASSIFIED BY NCDENR AS "SC".
4. SEE ARCHITECTURAL PLANS FOR STRIPING, SIGNAGE,
SIDEWALK, CURBING WITHIN GARAGE FOOTPRINT.
5. ANY BROKEN OR MISSING SIDEWALK PANELS AND
CURBING WILL BE REPLACED.
6. CONTRACTOR TO PROVIDE STONE BASE MATERIAL AS
NEEDED AND MAINTAIN DURING CONSTRUCTION TO ALLOW
CONTINUOUS ACCESS TO ADJACENT PROPERTIES. ANY
\ STREET CLOSURES WILL BE COORDINATED WITH THE CITY.
GRATE 2a32 R� I \ \ \ IN NO CASE SHALL ACCESS BE BLOCKED TO ADJACENT
I \ ; INv (15) v PROPERTIES.
.9 �` PO 26.05 ` I \ \ \ 7. GROUNDWATER ELEVATIONS ARE APPROXIMATED
° �m ,3, -I- \\ FROM GEOTECHNICAL INVESTIGATION AND SITE VISITS.
LIMIT OF\ k�:E�XIST
NEW \ - PAVEMENT
- - aN411 Q
tiV m ® INV
22..
Why
LOD IVSDMH I
RIM 29.68
INV (42 "/ E 22 09
INV (30 ) s 22 38
INSTALL NEW
INLET OVER
S M
W
30 15 0 30 C2 G
��
O Z
Q.
SCALE IN FEET I m
1" = 30 1
Pm
V1 �Q
N
oI 1 Nry WO
Yf \ 30. TC cs, a
. S O 29 77 BC h r
IJ`I 3Q EXIST. W
29.77 BC W h X�_ \
'w 30.3 T Ex\I�T EXIST. R0 Is
"1 \ \ - 31 i - -=�-2X
29.88 3a6, 29.85 BC 30.51 TC W \� -
/I ` 29.9 Be i� �� SD \
�' 31.30 \
W SI(i� I N INV (21.339) \
.�"'
v 29.74 BC EXIST. W - � "� W h N -
JO 05 BC \ h 123X W
e"w ti h W
PC
3034 30.ec Tc \ \ I W W O
EXIST I pZ wQ \ vlN wg
2_ EXIS . 29.98 BC W a \� h U W
( 21 29. BC �m \ I �i UU AW 2`>
-1 jSSMH EXIST. W \ \ 0 // �' 1' o m /'s.,
2m \aRIM 29.79 30.15 BCINV 24.05 +k
SIGN
Ile
- SIGN
~
M h
O Q U U
W n.'
h
O O
W
HW
H
QZ
U
W W
~ W
GRATE 29.42
-vV 22,57
I
a d
INSTALL NEW INLET
g
OVER DUSTING CURB INLET
o
29.42 GRATE
ti
INLET PROTECn4iN
r1D� v
(SEE DETAIL)
°'wuNi
ro W U
m
'yam ^ W�
Whh
hWC'
"f
WMh "N100
W
y
W
Whh
'L
LEGEND
E.C.M.
EXIST. CONCRETE MONUMENT
SSMH
EXIST. STORM DRAIN MANHOLE
PP
EXIST. POWER POLE
LP
EXIST. LIGHT POLE
CB
EXIST. CATCH BASIN
WV
EXIST. WATER VALVE
FH
EXIST. FIRE HYDRANT
GW
EXIST. GUY WIRE
HDR
EXIST. HANDYCAP RAMP
RL1
PARKING DECK ROOF LEADER
SDMH1
STORM DRAIN MANHOLE
i
DI2
DROP INLET
TC
TOP OF CURB YEfliYY�l 'I
TW
TOP OF WALK
BC
BOTTOM OF CURB I
LOD
LIMITS OF DISTURBANCE
- - - SS - -
EXISTING GRAVITY SANITARY SEWER
- -8"W
EXISTING WATERLINE AND SIZE
° R°`
i
EXISTING STORM SEWER AND SIZE I
OVERHEAD POWER LINES
EP
EDGE OF PAVEMENT
+ 31.77
PROPOSED SPOT ELEVATION
+ 29 88
EXISTING SPOT ELEVATION
BC
0 0
FLOOR DRAIN LOCATIONS -
SEE PLUMBING PLANS
272 N. Front St., Suite 500
Wilmington, NC 28401
910-254-0222
910-254-0228 FAX
ClineDesign.As soc.com
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
910.3972929 Ph.
910.3972971 Fax
Email: ctt@cttengineeringcom
i C r JOB #5603
ppff
PARKING
GARAGE
WILMINGTON,
NORTH CAROLINA
PROJECT:05054W
DATE: 02.01.2006
REVISIONS:
DATE
DUCUihlW SUOMI Filth
w11L9 E
DRAWN BY: H WL
CHECKED BY: MTA
GRADING,
EROSION CONTROL,
& STORMWATER
PLAN
LCI e3

FOR SIDWALK
SEE PLAN 1/2' EXP. JT.� STD. & G
CURB &GUTTER
r 4" .,-
n
WHEELCHAIR RAMP t01 9
4" WIDE PAINT STRIPES, YELLOW, DEPRESSED CURB
2 UNIFORM COATS. APPLY TO SECTION A -A
CLEAN, DRY BITUM. CONC. SURFACE
COMPLETELY CONCEALING
PAVEMENT. PAINT TO
CONFORM TO FEDERAL SPEC.
TT-P-115-E 6•
�- 610.
/ .
..............
... .
. ' SLOPE VARIES
1: 2 MAX.
-0
WHEELCHAIR RAMP DETAILS
NOT TO SCALE
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (CJ), SPACE SAME AS SIDEWALK WIDTH,
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS
PAVEMENT WITH NO CURB.
5. 1/2" EXPANSION JOINT (EJ) REO'D AT 30' MAX., AT SIDEWALK
JUNCTIONS, AT STRUCTURES AND AS NOTED ON SITE PLAN;
CURB
30' MAX. SPACING
r
7,
>
•p
J,��
EJ
PLAN —TYPICAL SIDEWALK
SLOPE WALK
1/8" R. TOOLED JOINT 1/4" X 1" DEEP WITH AN - 1/8- MIN PER FT.
1/2" EXPANSION r1/8' R. TOOLED JOINT AWAY FROM BLDG.
J01 T MAT'L t` UNLESS NOTED
ofOTHERWISE
°D 1/4: MIN. DROP
`EJ ' AT DOORS
EXPENSION JOINT CONTRACTION JOINT BLDG.-STRUCTURE
(EJ) (CJ)
wncr%L vrAL J /ERG O —u VR mucn
PROVIDE CJ ALONG
-
;.r
PI AN—CIFIFWAI K R'—n" Rr WIFIFR
,
SIDEWALK JOINT DETAILS
NOT TO SCALE
2'-6"
1'-10.5" 1 j1j 1 0'-4.5,
II 4„R
1R
d a
1 J"R . a
e �
I
• a ' d.
irI• ,
r . `co
� d 1 a 1
75"� WHERE CENTER MEDIAN CURB IS REQUIRED
GUTTER SHALL SLOPE AWAY AS SHOWN
STANDARD CURB SECTION TYPE "A"
NOT TO SCALE
NOTE:
FOR WORK WITHIN STREET RIGHT OF
WAY ONLY. (OUTSIDE GARAGE FOOTPRINT).
i' DEEPS
SIDEWALK
OR
PARKING DECK WALL — SEE STRUCTURAL PLANS
SIDEWALK
AREA
CONCRETE
GROUND FLOOR —
SIDEWALK
SECTION I
B
6" CONCRETE
DROP
INLET
SEEPLASTRUCTURAL
EXPANSION JOINT 1/2-
6" STONE BASE
SLOPE AS
I
PER R PLAN
p\
PLAZA
\pRIVEWAY APRON I
PLAZA
"
a.
d.
?
CURB RETURN
0.
EXPANSION JOINT 1/2" I
�o
�T
CURB
6"
1'-6"
R1
4" WIDE PAINT STRIPS WHITE,
2 UNIFORM COATS -
PARKING
DECK
FLOOR AT
DROP INLET
APPLY TO CLEAN, DRY BITUM
5' MIN. RESIDENTIAL
EXPANSION
JOINT 1/2" A {1
EXPANSION JOINT 1/2"
CONC. SURFACE COMPLETELY
(4.0
13 (4.Om) MIN.
OTHER
NOT TO SCALE
b
CONCEALING THE PAVEMENT.
PAINT TO CONFORM TO
PAVEMENT PLAN
11
FEDERAL SPEC. TT—P-115—E.
IABLE 12'-0- IN.
FINISH PLF�ZA GRADE 6"
1/4 PER 1-0"
" 5'-0
2" • � N
EXP. JOINT 1/4 PER 1'-0' 6' CONCRETE
SECTION A -A SECTION B-B
STANDARD DRIVEWAY DETAIL
NOT TO SCALE
RIGHT OR LEFT COMBINATION STRAIGHT AND
TURN ARROW LEFT OR RIGHT TURN ARROW
--{766"" TT
—20"I r-2 8" 36"
32"
12
44" =40. 100" 160"
A28'
32" 224"
12"
R=28"
COMBINATION LEFT AND
STRAIGHT AND RIGHT TURN ARROW 12"
GENERAL NOTES
—ALL PAVEMENT MARKING SYMBOLS SHALL BE NHITE IN COLOR
—PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED 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.
PAVEMENT MARKINGS
ARROW SYMBOLS
NOT TO SCALE
STANDARD NC DOT SIGN —
JR7-8D SEE ENLARGEMENT
AT RIGHT
STANDARD NC DOT SIGN —
#R7-8D SEE ENLARGEMENT
AT RIGHT
2 1/2"0 GALV. STEEL POST
APPROX. FIN.
GRADE OR TOP
OF PAVEMENT
10"0
STRAIGHT ARROW
2f 0"
I
12" 64"
_ 10'
7 ?
14',� 456'
--► �— 12"
COMBINATION LEFT
AND RIGHT TURN ARROW
NOTE:
FOR WORK WITHIN STREET RIGHT OF
WAY ONLY. (OUTSIDE GARAGE FOOTPRINT).
STANDARD NC DOT SIGN
SR7-8 SEE ENLARGEMENT
AT RIGHT
VAN
ACCESSIBLE LEGEND AND BORDER — GREEN
�,d-n• BACKGROUND — WHITE
60' IF MOUNTED ON BLDG RESERVED
OR POST BEHIND SIDEWALK PARKING
84" MIN IF PEDESTRIAN `O
PATH FROM CAR TO
WALK PASSES BY OR
UNDER THE SIGN
III=III—III—III MAXIMUM
PENALTY
w.
6L
f250
p ro ,o-nw
< • N
HANDICAP SIGN DETAIL
NOT TO SCALE
STANDARD N.C. "STOP" SIGN
2'-6"
6' TO 12'
STREET NAME SIGN
(SEE NOTE) r
2" PIPES II '1--
WITHOUT CURB I
OR GUTTER iI
a
STANDARD INFORMATION SIGN
4'-0' MIN
O
2" PIPE -
WITH SLOPE —FACE
WITH CONCRETE CURB
& GUTTER NOTES:
1. STREET NAME SIGNS SHALL BE A MINIMUM OF 6"
EXTRUDED ALUMINUM BLADES USING A MINIMUM
OF 4" C SERIES LETTERING IN REFLECTIVE
SILVER & REFLECTIVE GREEN BACKGROUND.
2. ALL REFLECTIVE SIGNS SHALL BE MADE OF
ENGINEERING GRADE OR HIGH INTENSITY GRADE
REFLECTIVE SHEETING OR APPROVED EQUIVALENT.
3. ALL SIGNS PLACED IN RIGHT—OF—WAY WILL BE
APPROVED BY TRAFFIC ENGINEERING DIVISION.
4. ALL FOOTINGS TYPICAL FOR ALL SIGNS, WHICH
NEED TO BE ANCHORED IN CONCRETE.
STANDARD SIGN INSTALLATION LOCATION
NOT TO SCALE
NOTE:
FOR WORK WITHIN STREET RIGHT OF
WAY ONLY. (OUTSIDE GARAGE FOOTPRINT).
PLAZA
WHITE SYMBOL ON
BLUE BACKGROUND
BACKGROUND -WHITE
LEGEND & BORDER - GREEN
x
11
1'-0
LEGEND AND BORDER - GREEN
BACKGROUND -WHITE
TYPE "A" CURB
— SEE DETAIL
2" SF 9.5A ASPHALT
1'-0"
`6• MARL BASE, CONTINUOUS
NOTE: WIDTHS AND CROSS SLOPES OF STREET, PLAZA, AND
SIDEWALK VARY — SEE SITE PLAN AND GRADING PLAN
0\/P'AAP'NIT (ZPrTI0KI _ (`ITV CTDC"C"-I
NOT TO
2' CURB & GUT
(IF APPLICABLE)
PAINT STRIPE DETAIL
NOT TO SCALE
PLAZA — SEE SITE PLAN,
LANDSCAPE PLAN, AND DETAIL
SIDEWALK — WIDTH VARIES —
SEE SITE PLAN AND DETAIL
n
COTRUCTIOII
L•%Ioq-\ClM Valn*1A o_M.A9
u 272 N. Front St., Suite 500
r Wilmington, NC 28401
910-254-0222
910-254-0228 FAX
j ClineDesignAssoc.com
i
c
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
910.3972929 Ph.
910.3972971 Fax
Email: ctt@cttengineeringcom
CTr JOB#5603
ppff
PARKING
GARAGE
WILMINGTON,
NORTH CAROLINA
O �
.T Q
L
24419 _
,'PIRG
'GCB 1, zoo Cc
PROJECT:05054W
DATE: 2.1.2006
REVISIONS:
DATE
OCUMENT SUOWITAL
RL�IGW
DRAWN BY: H WL
CHECKED BY: MTA
SITE AND PAVEMENT
DETAILS
C201

MANHOLE COVER,
SO 14-01
z MANHOLE STEPS
N
L -71 AS SPECIFIED
z RAM-NEK JOINT MAT'L
J OR APPROVED EQUAL
a- (TYPICAL) PRECAST MANHOLE SECTION,
A.S.T.M. C 478
AS SPECIFIED
w
w
5" MIN.
I
6" PIPE °
MIN.
w 6" MONOLITHIC CONCRETE BASE.
MIN. °.. 7- 3000 PSI CONCRETE
L.
777,
6" MIN.
03000000000 00(M 12" MIN.
NOTE: CRUSHED STONE
EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES
ARE GREATER THAN 4 FEET INSIDE DIAMETER
PRECAST STORMDRAIN MANHOLE
3'-0" MIN:
NOT TO SCALE
27"0 PRECAST FINISH
CONCRETE COLLAR GRADE
VALVE BOX
WITH LID
GATE VALVE
MECH. JOINT
STANDARD GATE VALVE DETAIL
NOT TO SCALE
,L3W
MIN.
wA
a.
;
T: A
... '; '.a
PLAN BENDS
- A5
C .
.a.
°
'k
.- • a <
w
d r
..'A'. ..
SECTION X-X
BENDS & TEES
x�l
PLAN TEES
PLAN & ELEVATION PLUGS
SIZE
A BENDS
4A5 BENDBS
22A 2 ENDS
A TEES B
CPLUGSD
6"
16"
10"
9"
10"
6"
8"
10"
12"
10"
21"
8"
22"
13"
12"
13"
8"
10"
13"
16"
12"
29"
„
10
„
26
n
17
„
14
n
17
n
10
w
13
n
16
w
20
14"36
w
12"
29"
21"
16"
21"
11"
16"
18"
24"
16"
41"
14"
35"
24"
19"
24"
12"
20"
22"
27"
18"
48"
16"
F 38"
27"
21"
27"
12"
24"
24"
30"
20"
54"
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
All bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK FOR WATER M
NOT TO SCALE
12" COMPACTED MARL BASE
(D.O.T.) REQUIRES 8")
EXISTING PAVEMENT
1
2" ASPHALT
TYPE "1"
N.C.D.O.T. SPEC.
EXISTING PAVEMENT
PIPE
U
H
0
COMPACTED BACKFILL
PAVEMENT REPAIR
NOTES: NOT TO SCALE
• BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND
COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
• CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING
AND COMPACTION
M,AX
V-RIBS B
WATER
II —
METER
PLAN
1'-7 3/8"
2.25"
1.75"
5.75" 5.75"
V-6 5 8"
SECTION A
2'-6"
MIN
•
•
n............����`h1`�,��)
"K" SOFT COPPER TUBING' t SELLER H-1422
METER YOKE W/12 RISER
FORD VF66-12, VF77-12
1.5" WATER SERVICE
NOT TO SCALE
COVER
A MINIMUM AVERAGE WEIGHT 20 LBS.
PLAN
9.625" N
86" .25 0
7
4--
0.375"
SECTION -a SECTION C
WATER METER BOX
NOTES: NOT TO SCALE
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.
lZ
y,•��••�i•w•i,•
000
I
I
-to I
I
SIDE
PLAN ELEVATION
12"
#3 OR #4 REBAR
, c
SLIP RESISTANT CLEATS
CORROSION RESISTANT MATERIAL Ale
ELEVATION (RUBBER, PLASTIC)
SECTION A -A
STANDARD SLIP RESISTANT _ MANHOLE STEP
NOT TO SCALE
CASTING FLANGE
EXTENSION OR ST)
2" ASPHALT
i4N �• iw.y `. 4^V YV� e
FRAME
MINIMUM AVERAGE WEIGHT 40 LBS.
4" BASE
FOR CASTING DETAILS
10 75" SEE SD-14
I TRENCH BOTTOM I
STANDARD PIPE TRENCH DETAIL
NOT TO SCALE
0.2.`
THRUST BLOCK
• ..
4.
• e 1 . .
-MORTAR
— i HEAVY DUTY LID
/- SEE SD-14B
DUCTILE IRON OR STAINLESS STEEL
TAPPING SLEEVE AND VALVE AS PER
CITY OF WILMINGTON SPECIFICATIONS
EXISTING
/� WATER
/ \MAIN
TAPPING VALVE AS PER
CITY OF WILMINGTON
SPECIFICATIONS
/ NEW WATER MAIN
v OR SERVICE
TAPPING SLEEVE AND VALVE
NOT TO SCALE
USC APPROVED HIGH HAZARD RPZ BACKFLOW
PREVENTER - WILKINS OR APPROVED
EQUAL W/ TWO BALL VALVES, TEST PORTS,
STRAINER, AND PRV- SEE PLUMBING PLANS
�3DIRECTION OF FLOW
3ACKFLOW PREVENTER (INDOOR)
FOR HOSE BIBS AND IRRIGATION
:Y=+"rM1.j}j_li;:i"`^i:iYT���'?•Lp'+';j� -'''
NOT TO SCALE
PAVEMENT, PLAZA, OR
SIDEWALK SECTION, AS
MORTAR OVER FLANGE
TRAFFIC RATED
APPLICABLE
THREADED END
CONCRETE COLLAR '
^'
MORTAR
CAP
f
'
r
2" STANDARD BRICK
w
2 MORTAR
s 1
�
c
CAST IRON RISER
I
;
WATER VALVE BOX EXTENSION AND
CASTING CENTERED OVER VALVE NUT
SCH 40 PVC
SCH 40 PVC I
SEWER CI FAN-ntIT CASTING
SANITARY TEE -�
i--DRAIN PIPE
NOTES: CENTERED OVER STACK
*THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
*PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE
SECTION D 95% COMPACTION OR BACKFILL IN 6" LIFTS.
VALVE BOX AND CLEAN -OUT CASTING BASES
NOT TO SCALE
6'-4w
STANDARD SANITARY SEWER MANHOLE
NOT TO SCALE
FOUNDATION DRAIN CLEAN OUT DETAIL
NOT TO SCALE
MARKED:
SANITARY SEWER OR
STORM DRAIN AS REQUIRED
i-TOP OF COVER
A
-BOTTOM OF COVER
-PLAN
NOTE:
RING & COVER CONTACT SURFACES SHALL
BE MACHINED SO AS TO INSURE EVEN
BEARING OF COVER ON RING
2'-1 1 4"
MINIMUM WEIGHTS: 1'-11 3 4
RING 190 LBS. l'-ll 1 2'
COVER 120 LBS.
CV
C4 75"
w =
LO
4.75" 0.5"
1'-10 1/4"
1 2"
2'-9 1 4" o
SECTION "A -A"
STANDARD MANHOLE RING AND COVER
NOT TO SCALE
V opa�CYwOQM06�GYwl4 W9Rbq
272 N. Front St., Suite 500
Wilmington, NC 28401
910-254-0222
910-254-0228 FAX
ClineDesignAssoc.com
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
S CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
9103972929 Ph.
S 9103972971 Fax
Email: ctt0atengineeringcom
j CTTJOB #5W3
PPD
PARKING
GARAGE
i
WILMINGTON,
NORTH CAROLINA
PROJECT:05054W
DATE: 2.1.2006
REVISIONS:
DATE
OCUMENT U `i ITAL
LM
DRAWN BY: H WL
CHECKEDBY: MTA
WATER, SEWER, AND
STORMWATER DETAILS
C2e2

0.5'
Z
a
w
w
v
1 -77 7 Z iV
1.5' S.25' 1'-1 1/2" 5.25'
0.875" 1.5' ao
ri
0.875'
IEL
17:
SECTION "A -A" SECTION "B-B"
MINIMUM AVERAGE WEIGHT
FRAME 195 LBS.
GRATE 145 LBS.
5.25' V-1 1 2" 5.25'
B�
15
IN
0.875"
3.75'
r.
ain
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5'
.
8.25'
B �
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8.25'
2'-8 5/8-
PLAN VIEW
GRILL BASIN CASTINGS
NOT TO SCALE
CAST IRON FRAME WITH COVER
6' X 9' REINFORCED
CONCRETE PAD
8"
8" OR 10" PVC----4
6' CONCRETE 2'x2' FRAME AND GRATE
EL 28.0 GRATE EL 28.5H20 LOADING EQUIRED
6' STONE BASE
EL 27.33 SLOPE AS PER PLAN
.e.
4000 PSI
• C7 O O - •.° O•• C
CONCRETE a 2
° '� M
TOP WIER
RCP IN
����IL��Lpp�� WITH 26.33 /
ORTARAND / / �\ 15' RCP OUT TO S MH2 M INV rl 1 INV. 25.5✓
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INSPECTION COVER
ANGLE IRONS TO
SUPPORT INSERTED
PIPE
INV. 23.9 M INV. 23.9
° °•. + 16' MIN.
O O O •O O O O O 6" T
15" HDPE OUT TO
�A6� �-19'--�5'1_EAR SID(NINFILTRATIOE TSAR SIDE) 40 MIN. \-CRUSHED STONE BASE
D11-DROP INLET SEPARATION STRUCTURE
(48" X 48" INSIDE DIMENSION51
NOT TO SCALE
PAVEMENT
COMPACTED CLEAN
FILL OR 3/4" - 2`
CRUSHED, WASHED,
STONE
SOLID IRON TOP
H2O LOADING
REQUIRED
PIPE RISER
SCH40 OR DL35
6" MIN
3/4' - 2' CRUSHED, 01
WWASHED, STONE FILTER FABRIC
ANGLE IRONS TO +
SUPPORT INSERTED
PIPE :..
4' X 7' 18-T
HEAVYWEIGHT
STABILIZATION
NETTING
(SUPPLIED)
LAYING LENGTHS (AFTER ADJACENT OVERLAP):
START UNITS = 8.1'
8" OR 10' PVC END UNITS = 8.1'
PIPE RISER MIDDLE UNITS = 7.6'
SCH40 OR DL35
SHOWN INSERTED
INTO CHAMBER
CLEAN OUTZINSPECTION PORT DETAIL
NOT TO SCALE
PIPES (SEE PLAN) SEE DETAIL
NORTH INF. TRENCH
IN FROM DI1
JG
5 UNITS WIDE
11 UNITS LONG
12"0
24" x 24"
PRECAST
CONCRETE
WAFFLE Box
12" RCP
INV. AS Pi
DRILL AND GROUT
FOR 4' OR 8' ROOF LEADER
50' MIN.
PLANS
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to
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W
PLAN
35' t 15' t
j
ROOF LEADER
(SEE PLUMBING PLANS)
ROOF LEADER CONNECTION
NOT TO SCALE
STONE PAVEMENT BASE
CONCRETE SURFACE
C
C' I
SECTION
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
2'-0" MIN.
1" REBAR FOR BAG
REMOVAL FROM INLE'
LLJ w
(REBAR NOT INCLUDED)
-
W
U)
o=
OPTIONAL OVERFL
a
_
SILTSACR
OR EQUAL
DUMP LOOP:
(REBAR NOT IN
PLASTERMTYPI.
ALL SIDES
OUTLET
PLAN
NOTES: PIPE
FOOTING
1. FRAME AND GRATE TO BE STANDARD CITY ° +�. r �' a-T-
PILE CAP OF WILMINGTON CAST IRON FRAME AND GRATE
PER 14-04
2. PRECAST CONCRETE STRUCTURES ARE AN SECTION "A -A" CLASS 'A' CONC.
ACCEPTED ALTERNATE
GRILL BASIN
NOT TO SCALE
FILTER FABRIC AT
STONE/SOIL INTERFACE #57 STONE
90% COMPACTED CLEAN FILL H-20 LOADING REQUIRED
OR 3/4' - 2" CRUSHED
WASHED STONE
EXISTING
CURB
INLET
GRAVEL -
"
VARIES,
VARIES,
VARIES
9.25 MIN.
.•,•CONNECTING •
PIPE
PIPE
CONNECTING
PIPE i
-INRDW RPES
0 v
4 .
34"
41
12
4' x i
5'-g"
g
5'-0" 12"�- -HEAVYWEIGHT
STABILIZATION
,
LIGHTWEIGHT STABILIZATION
NETTING
NETTING UNDER ALL
(SUPPLIED) UNDE
I
STORMCHAMBERS
STORM CHAMBER
_
GROUND WATER
STORM CHAMBER OR
a'a'1 APPROVED EQUAL
iil � Isl .
CUT OUT GUIDE
FOR 6" DRAIN PIPE
5 UNITS WIDE
16 UNITS LONG
ILTRATION SYSTEM DETAILS
NOT TO SCALE
28.1 MIN.
27.6 MIN.
27.1 MIN.
26.33 ✓
z w
25.83
a
12" OR 15" HDPE
SOLID PIPE (AS APPLICABLE)
3\
AGAINST TRENCH WALL
FILTER FABRIC
w
23.0
tv
220 ✓ ?
R FLOW RECEIVING
20.0 (AVERAGE)
i
SILT SACK \DETAIL
NOT TO SCALE
WIRE FENCE AND
FILTER FABRIC
STORM DRAIN
CATCH BASIN
MIN.
CURB
OPENING
FOAM
POST (4 REQ'D.)
200 SUI
x \
INLET SEDIMENTATION CONTROL DETAIL
NOT TO SCALE
STRAND MIN. #1
STAY WIRES MIN. #12-1/2
BOTTOM STRAND MIN. #10
STEEL OR WOOD POST
FILTER FABRIC
CUT OUT GUIDE FOR 10" PIPE INSERT
NOTES: GROUND LINE CUT OUT GUIDE FOR 8` PIPE INSERT1. WIRE SHALL BE A MINIMUM OF 32" IN \O,
N FILL SLOPE
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING 6' iv
2. FILTER FABRIC SHALL BE A MINIMUM OF MIN. /\\/
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED N
BY THE ENGINEER / \
M 3. STEEL POST SHALL BE 5. 0" IN HEIGHT C> 0 0 / j� j\//j�/jam/jam/
SAND BE TEEL TYPE SELF FASTENER ANGLE oM FN
4. WOOD POSTS SHALL BE A MINIMUM OF 6' o (n - \ \\ \\ \\ \\ \\
IN HEIGHT AND 3' OR MORE IN DIAMETER 3 \\
"UT OUT GUIDE POST FABRIC
NOT LESS THFASTENED TO WOODEN / \/
FOR 4" DRAIN PIPE 1-1/2" LONG #g WIRE STAPLES j
8.5' ANCHOR FILTER FABRIC SKIRT
CUT OUT GUIDE FOR 12" PIPE INSERT AS DIRECTED BY THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
272 N. Front St., Suite 500
Wilmington, NC 28401
910-25"222
910-254-0228 FAX
ClineDesignAssoc.com
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
9.10.397.2929 Ph.
910.3972971 Fax
Email: cueatenoneering.com
CTf JOB##5603
PPAU
PARKING
GARAGE
WILMINGTON,
NORTH CAROLINA
OCOMM I�ii IAI
RM
24419
PROJECT.05054W
DATE: 2.1.2005
REVISIONS:
JDATE
DRAWN BY: JDP HWL
CHECKED BY: MTA
STORMWATER 8
EROSION CONTROL
DETAILS
C2*3