SW8030112_APPROVED PLANS_20080508

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 U 30 112
DOC TYPE ❑ CURRENT PERMIT
"❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2oo5sosoir
YYYYMMDD
I

Designer's Plan Certification: N REVISIONS
N/F OPTIMIST CLUB OF CAPE FEAR
5 4 �- "I hereby certify that this plan has been prepared in accordance with the latest New Hanover PID R03316-003-024-000 Date Description By
y fy p p p # NOTE: CONCRETE PA �, o
County Ordinances and Storm Water Design Manual." EX. CATCH BASIN 3 ENCROACHES BY 6.6' SITE m
--- -- RIM 32.24 F w �� KeRR
� Signature: INV IN 30.2
Printed Name and Title: Phillip G.Trinn.P.E. INV OUT 30.1 A�F
Date: INV IN 30.2 N 85'37_7=11"E �- - - S
Registration Number: 17374 SEAL
�� 200.13'
NOTE: CONCRETE PAD
ENCROACHES BY 2 1 w ��
X. CATCH BASIN 2
i Property Owner Certification: �i RIM 32.21
P OPOSD 221' -
FLOW( PATH"W 1 I I I "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon INV IN 30.5
/ I I I receipt of"Authorization-To-Construct" any clearing, grading, construction or development, 1 INV OUT 30.4
I I will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its EXISTING PARKING / VICINITY MAP
I I 0 I I i I-- I agencies which are hereby made part of this plan. As the owner, I (we) accept full TO REMAIN (NT$)
I I I o I responsibility for the construction and operation and maintenance of the proposed facilities. I -EX. 15�� RCP- /
I I I I (We) will not attempt to transfer of this responsibility without the written authorization of ?�
New Hanover County." I X
NOTE: EX. PUMP HOUSE
o Signature:
IS ACROSS LINE BY 0.6' I A LEGEND
I I I / I� �� EX. CATCH BASIN 1 0
Printed (TO OVERHANG) / / / Aig-
�' - -- - EXISTING CONTOUR v
I � I -
w
i Date: fi �' / TO BE REMOVED 29.
to I I n ( ) ze.ss EXISTING SPOT ELEVATION
II EX. CATCH BASIN( 4 0 RIM 32.24 EG
I I I �(TO BE REMOVED) lI
"� ,� INV OUT 30.5
rn I I I I I I I I NV 32.73 /G`� PROPOSED SPOT ELEVATION Q �
R ,a,' _t 3, F
! ® DROP INLET w/INLET PROTECTION N
f- STORMWATER RUNOFF DIRECTION Ci Z
/ Z
EX CATCH BASIN 5 ' II
I I I I, I ,•• I I �I `I I I I I I I RIM 32.28 CONCRETE AREA
INV IN I I I I I \ I I d I I INV OUT 030.2 II I (175) LANDSCAPING w/AREA
I I �- I I LIMITS OF DISTURBANCE O
I I X TSF X TEMPORARY SILT FENCE
I IL W W PROPOSED WATER MAIN Z
SS SS - PROPOSED SEWER MAIN 0 ) Z
SD SD PROPOSED STORM DRAIN 0 �
o
FOUNDATION PLANTING AREA ta..t O 0
_ N N
N/F OPTIMIST CLUB OF CAPE FEAR
_ - = N� II PID#RO3316-003-024-000 U) U
awe
POND DIMENSIONS N/F OPTIMIST CLUB OF CAPE FEAR „ - __ -, : A W a 3 � 0
1 " = 20' PID RO3316-003-024-000 i II i / %
SDMH N�. 1 � II I � , a\ _-� �-�
I _
RIM 32.6 SITE DATA: Z
INV 29. � � ') � �
RIDM 32.4 CAP PIPE Ii II ' �� \ SITE ADDRESS: 3300 NORTH KERR AVE AV Z O 0
F '
INV 29.1 N.H.Co. PARCEL No. R03316-002-006-000
�-�--- •(5 °1 I EX. ONE STORY BRICK ,( INE �� I
TOTAL -- R03316-002-004-000 " V 1
gg 41 X STRUCTURE TO REMAIN
N 8529'13"E X 2,803t SF �1 ®®® ELECTRIC W
200.04' �. R03316- 2-003 000
si L
r� � I R oo Z (�
(150) X TSF X PANEL
--� t APPROX. EXISTING P TOTAL AREA 1.26 ACRES ~ W
6 I DISTURBED AREA 1.26 ACRES A
IPF - 36 i; I BUILDING FFE 36.41t r D \ I ZONING AR E''
- - 1 32. I rs i C,
iS 2
' 7 � r �'� I No. OF EXINo. OF STING BUILDINGS GTO REMAIN 2
x
II f No. OF TOTAL BUILDINGS 4i H�
(190) STING GRAD Y� J r PROPOSED BUILDING AREA 16,085 SF F�
r-RNA E 1 / <n i G BUILDING AREA 10,824 SF [Wi
C EXISTING 0
EEC CATCH B SIN 6 I NEW R ��5 EXISTING BUILDING AREA TO BE REMOVED 2,272 SIF t� E� w
I BE CONVE TED � TOTAL BUILDING
- �- �o I AREA 24,21. SF �-i
PUBLIC ACCESS I �20 TQ SDMH ,' ' 6 0- _ 13 AK�
SEMENT� � ' _� 3g �� BUILDING COVERAGE 21.98%
113.41_ BUILDING HEIGHT (MAX.) 35'
AND DRAINAGE EA R 32.45
r G rT I i SETBACKS (REQUIRED)- FRONT 25'
INV IN 30.2 ( )
IN OUT 30� 35� m j SIDBACE 20'
PROPOSED BAFFLE 1I Iw I ;" -� ^
REMOVE BAFFLE AND ROCK IBRICKJ rn / SETBACKS (PROPOSED)- FRONT 13.26 1
� EX. CATC ASIN 7 s EX. EXISTING - PHASE 1 BUILDING BACK 213.26' W O
WALL DURING REGRADING o I w M SIN 7 RIGHT SIDE 100.75'I II I I I v CHURCH TO REMAIN
AND REPLACE AS SHOWN v cJ) I " 32:6 5,988t SF I LEFT SIDE 258.62' ., cc
�t
(SEE DETAIL) �h 14 1 1 INV N 3 r I I PHASE 2 BUILDING BACK 71.06'IN 0 APPROX. EXISTING BUILDING SETBACKS (PROPOSED)- FRONT 164.41'
Z I I I Z I 0 2 $ 2 I L FIFE 36.41 t cd
3 3 LEFT SIDE 28.15'
RIGHT SIDE 37.17'
EX. RETENTION POND WITH II I I I ,I I I I Q EX. ELECTRI y
FOREBAY AND BAFFLE WALL TO I I I I --� TRANSFORM R PARKING SPACES REQUIRED (1 SP./4 SEATS) 75
BE MODIFIED TO HANDLE 1 I I�s I I PARKING SPACES PROVIDED 83 O
1
PROPOSED ADDITIONAL rn IW I DOVE ALL P ING, CO C, i n I I EXISTING ASPHALT AREA 35,235 SF
IMPERVIOUS I w DI No BASE THIS A EA INSTAL I I EXISTING CONCRETE AREA 2,858 SF W
I I DRIVE AIS GRADE T (240 < < ',1,f EXISTING ASPHALT AREA TO BE REMOVED 2,868 SF
EXISTING IMPERVIOUS AREA TO REMAIN 43,777 SF N IM 32.3 r a �, Z O O �
15" FES INV 28.4 W/ I a INV 28.7 �" O CrD
I I � � I � � �, I�.� I 1 � PROPOSED ASPHALT AREA 8,692 SF I""� �+ .� COcp
5'X10'X24" ED I I o WITHI 18" OF H - d, - I PROPOSED CONCRETE AREA 278 SIF �, LO to U
Z q 2 PARKING FINISHED FLOOR IN 1 _ TOTAL IMPERVIOUS AREA 6$$ 832 SF O 1 1 d
10'x15'x18" ED I I� I t- j - - (61.25%� 0) Co
I I I THIS AREA. 2•-9 -�� ' 3Z...I Z
LANDSCAPING REQUIRED: 285 S C O
EX. CATCH BASIN �. EE CATCH BASIN 8 - r� - LANDSCAPING EXISTING: 3,238 SF _ t` w
(TO BE REMOVED) I - I h(IM 32.3 O �J, _{ I LANDSCAPING EXISTING TO BE REMOVED: 288 SF �" I
a I I��11V IN 30.0 = ; i LANDSCAPING PROPOSED: 1,024 SF O O z
INV 33.6 (OVERFLOW) ( l I r VNV OUT 29.8 r T a 1 i LANDSCAPING TOTAL: 3,974 SF a s
PROPOSED OUTLET I I FOUNDATION (PLANTINGS REQUIRED 170 SF
-� 8 P FROM ROOF DRAIN I 2� �r �1� / RIM CATCH BASIN 13' � �+ &
__ / FOUNDATION PLANTINGS PROPOSED 170 SF �w"'I p o
STRUCTURE (SEE E 4" �P 2 5 X �� � INV OUT 30.01 I � o
N 2 I I� �" '� PHASE 2 BUILDING: O O yG
DETAIL _j2� 1 4 I�� s , �. . i' i, ti. .-,
I J TIE TO EX TING GRr DE FOUNDATION PLANTINGS REQUIRED (NORTH SIDE) 194 SF '"
-� FOUNDATION PLANTINGS REQUIRED EAST SIDE 395 SF
(180) - '190) h � it FOUNDATION PLANTINGS PROPOSED 299 SF �
N/F SAM WATSON � I (264) - FOUNDATION PLANTINGS PROPOSED( )
-- -� I FOUNDATION PLANTINGS REQU RED (WEST SIDE) 486 SF
PID#R0331 6-002-002-000 \ �� / _\ Q EX. 15" RCP - __ EX. RCP
4 RCP _ - 3 - EX. CATCH BASIN I CAMAit DLAND USE PLANTINGSATION PROPOSED
DEVELOPED Y
EX. 2 _ - A 9
RIM 32.30
- E ?4 RCP INV IN 29.9 I / NOTES:
/,,� t INS 29.75
I RIM OL
CATCH BASIN 11 I�� XISTIN� •8 � 11 i �' ALL ROOF DRAINS TO BE DIRECTED TO STORMWATER
PAR G
10' MAINTENANCE/ACCESS EASEMENT Q 20 ACCESS INV IN29.65 �� >RIM 32�35 ASI��ypI10� TOEMAIM✓�y� r�34� . _ �i� ;� II R/W -�' - 'WETLANDS `��� ��'•Ej ��� /��
INV OUT 29.57 EXIST ON SITE.
o-• EASEMENT EX. ;CATC BASIN 12 INV IN 29.8 _ - -
/ - �
. _ _ RIM ,32.3 'ENV OUT 29I7 S - - _,(� IPF ALL FINISHED FLOORS ESTIMATED FROM CONSTRUCTION PLAN _ S E A L
i
h
I' Q Q�yI _ \ ��� DATED 12/31/02 BY JOSEPH H. HILL. CONTRACTOR TO FIEL
�. INV IN 29 �_� - - 199 41' -
' INV bUT= 9.4 _ VERIFY FINISHED FLOORS IN RELATION TO SURVEY INFORM S .• 17374Ott �\
_ 40 ( T ) PRIOR TO CONSTRUCTION. BE N0 O 30F I�Y NtaFL 0
_ - _ ENGINEER TO NOTIFIED 0 <<'•,
_ - --
OI12' TO AL I
_ 100.73' _, -.,W PF I o //i DREG Ry \
S85'33'OS I - - - - _
_ --LL \� �iniiiut
50' TEMPORARY / _ - APPROVED
PF Co STRUCTION ENTRANCE _ - - - NORTH CAROLINA ENVIRONMEN ;:i:: DATE 05-07-08
R/w _ PI/ MANAGEMENT COMMISSION
SITE PLAN DESIGN PGT
- - - 1" = 20' DIVISION OF WATER QUALITY
DRAWN JLR
- - - - - - - 5�,� --9 0�
- - - - - - BAR SCALE 1 " 20 ' 1
- - - _ D NTED C 1
EX. CATCH BASIN 14 _Z"', �- MAY 0 7 2008
10 0' �_ -
IIV OUT 28.4 - - - R - - -- 20 10' 0' 20' 40' 60' SHEET 1 OF 2
- - - - - - NORTH KER=VEN_ _ - -
07102
'

IT K
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING REVISIONS
TOP OF BANK 6' EMBANKMENT �p0 CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. No.
io 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS Date Description By
A EL. 33.4 PRO OSED COUNTY FLOOD POOL EL. 32.3 OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
A a QJ0 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
L24" RCP I PR POSED STATE FLOOD POOL EL. 29.8 S0• VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
�Z 1 M//y MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
ro EXISTING FLOOD POOL EL. 29.0 TOP OF SHELF 29.0 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
a" WEIR 3 1.5" I.D. PROP REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
PROPOSED NORMAL POOL EL. 28.5 1 PJ 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
STEEL PIPE BOTTOM OF SHELF 28.0 REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
L - XISTING NORMAL POOL EL. 28.0
CLEAN OUT 10 6' MI 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
^�6' 3'-0" EL 24.5 " "FOREBAY 3 1 2 - 3 ��' 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
1 MAIN POOL COARSE AGGREGATE N EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
PLAN BOTTOM EL. 21.0 1 2 FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
3 CLEAN OUT EL. 22.0 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
GALV. BAR GRATING - 1 " x 1/8" BEARING BARS (MAX OPENING 4"). 2 BOTTOM PROPERLY PERMITTED FACILITY AS REQUIRED.
FASTEN WITH TYPE J CLIPS. ATTACH TO 1 -1/4" x 1-1/4" x1/4" * POND SLOPE TO BE SEEDED IN ACCORDANCE EL. 21.0 TEMPORARY GRAVELLED 9, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE. FATTACH GALVANIZED WIRE TO SEEDING SPECIFICATIONS EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
CLOTH OVER SMALL DIAMETER * IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
10:1 VEGETATED SHELF TO BE PLANTED
CONSTRUCTION ENTRANCE
_uTdTTITI�i�' ORIFICE (8 MESH .020 WIRE) NTS EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
1 TOP OF BANK WITH WETLAND SPECIES I.E. PICKEREL WEED, THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
]➢-L
DUCK POTATO, SWAMP ROSE, BLUE FLAG, 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
1-Tn
T COUNTY F.P. 32.3 & CARDINAL FLOWER
r * A PUMP WILL BE PROVIDED TO DRAIN THE BASIN RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
STATE F.P. 29.8 FOR MAINTENANCE AND EMERGENCIES 11. EXISTINGAPPROPR
IING SURVEYINATE G 24" RCP PERFORMED BY LARRY PRIEST SR. AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
VARIES 6'-8' MIN. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER T
AS
MODIFIED EXISTING DETENTION POND & FO R EBAY SECTION DIR. BY ENC.
13, THE OCONOTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT v
INV. INV. 28.5 NORMAL POOL 28. NTS HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
INV. 28.0 - ----- STEEL POST 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
3 AT FINAL GRADE. I-•-�
0 WIRE FABRIC 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES,
IIIIL=11 1 I METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
\
MIN. 12-1/2 GA. '0 DOFILTER FABRIC OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
,6"1 5'-0" 1,6'1, - =11e WIRESI 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
LLJ
/INTERMEDIATE
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTSTEMPORARYi I - OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT v BOTTOM 21.0 ? _ - TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
SECTION A - p GRAVEL �� I�l�li�li >
Idu=uL-114 I I 117. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE r
FILTER
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. -
DETENTION POND OUTLET STRUCTURE ASCHOR DIRECTEDRIC BYSENIRT GNEER 18 ANDCRETE NSTALLEDRN DRAINAGE PIPE ACCORDANCE WTHALL BE MANUFACTUSS III RERfSWITH RUBBER REQUIREMENTSASKETED JOINTS r^
NTS 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A (�
4' MAX I I CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
19-GAUGE HARDWARE CLOTH NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
_ _ _ _ _ (1/4 MESH OPENINGS) u NIGHT REFLECTING. z
LJ 20. DUCTILE IRON SHALL BE CLASS 50. O O
_ _ __ _ NOTES: 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
NCDOTSTRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. � a
WASHED
#5 OR # 57 _ a 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
WASHED STONE SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
I Ta I'. SPACING. PAID FOR BY THE CONTRACTOR. (�
!�! I I 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF QQUER TION Q N .E
NCDOT #5 OR # 57 36" IN WIDTH. FABRIC SHALL BE FASTENED
o ®®®® WASHED STONE ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
O3C _ +'� ENGINEER. EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
O n a 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. Q
Q D SELF-FASTENER STEEL ANGLE TYPE. 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING z
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC,
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
TEMPORARY SILT FENCE CONSTRUCTION. CD
NTS 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
fy
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. I�
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN �i-�-I
CONSTRUCTION SPECIFICATIONS DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. E-1 O
THE INLET. FILTERED 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS Q 02. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND WATE THE INLET. SPACE POSTS EVENLY AROUND SURROUN DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
DING
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET MART. ENTERING STORM DRAIN PIPING.
3, SURROUND THE POSTS WITH WARE MESH HARDWARE CLOTH. 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 124
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
MIDDLE, AND BOTTOM. PLACINGAFOR
2-FOOT FLAP OF WIRE SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
MESH UNDER THE EL (NC FOR ANCHORING IS RECOMMENDED. A A A O
4. PLACE CLEAN GRAVEL (NCDOT IN ES A#57ROUND
STONE) WI A 2:1 uAINrEMeurc� g ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. QQQ^7TTT
SLOPE WITH A HEIGHT OF 18 INCHES AROUND THE WIRE, AND INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT INCH SMOOTH TO AN EVEN GRADE. (� a 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITE PROJECT S COMPLETE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN AL GRADING
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS w 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS T REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. w v F•�.I
6. COMPACT THE AREA PROPERLY AND STABILIZED R WITH GROUNDCOVER. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING O' 11. PLANREMO PROVE
TO BE LESS
ARY E EFFECTIVE.
OSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. co F•+ti
SEDIMENT REMOVAL REPLACE STONE As NEEDED. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. 1.4
MAINTENANCE PI AN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND E 4
SEE PLAN OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN w w
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. A zHARDWARE CLOTH AND GRAVEL INLET PROTECTION 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
Nis TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
SEE PLAN THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
SECTION A - A (FILTER FABRIC 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
AINLET
PPROVED EQUAL) WHEEN THEE DESIGNED OSTORAGE CAPACITY CK DUGHNUTL ET AS BEEN THOALFAND FILLED WITHROCKI SEDIMENT. ROCK PROTECTIONPE SEDIMENT.WHERE RUNOFF IS DIRECTED ENERGY DISSIPATOR BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. Q
AWAY FROM CURB GUTTER 2'-0" DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
SHALL SLOPE AWAY AS SHOW - NTS DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
CLASS A CONC. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS - ` CO
ONCE A WEEK AND AFTER EVERY RAIN EVENT, T`'/{
ASPHALT 3„ 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
SLOPE $ 3"R p FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE Z
- - - TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF �y
•'io • ACTIVITY ASSOCIATED WITH A SWALE. ISM
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST DRAINAGE AWAY FROM CURB BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA Q
STRENGTH w 0
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX, WHEN STANDARD
Cd
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC w N
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
2 -0"
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED O T'-+
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED �H O co
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS � ;_i LO L(O u
NOTES: CLASS A CONC. 1 OR IS DAMAGED. HN CO
2 SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. ASPHALT SLOPE -T 2"RZJB�R02k
CUT OR TOOLED BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN a
0 1 I
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. � 3" 1-�
..3^p oJOINT THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED, BAFFLES co co
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. - I LATE WINTER EARLY SPRING INEFFECTIVE.BE THEYOWILLEBE REPLACED PLACED IF PROMPTLY. SEDIMENT WILILBEE OR REMOVEDOWHEN co
Pq � Z 4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT °�1/8"R° TEMPORARY GRASSING DETAIL DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE T--Try w
WITH NO CURB. <. SEEDING MIXTURE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. F-I F� 1 1 z
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK �� [6�amrt 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS O O O z
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. DRAINAGE TOWARD CURB SEEM Rye ( rain) 120 BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT n +O .-I ry w
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT Annuo lespeda2a (Kobe in POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR 1"� -) CA Q) a
PARALLING CURB OR STRUCTURE. Piedmont and coastal Plain, REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED n �-I Korean in Mountains) 50 T-�1 w
r I I PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF .,.y Q)
CURB I�B SECTION be"'ontl June. THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND F__4 Fly I`
7. REINFORCE w/6x6-10/10 W.W.M. oaM aaawl Mevedexo ah.a duration a temPorarY a«.r M as M et.,a WILL BE KEPT CLEAN. ^' o
CURB 30' MAX. SPACING NTS
SEEDING DATES: 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING w` 00 0 x
MONaain. - Al�Boo 2500 R Ftl. I-May Is TO SPECIFICATIONS N THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE L y a Pledmoa - lan. 1,-I�i` Fes' '- ' VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL rCooanl Plain - Dm 1-ATv. ,5 OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
SOIL AMENDMENTS 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
bea i Iw„akw»a nd iW e%«:e 10-m-i teele a, Po°�«wa« c/ad.°,o,�° °°NaHAND x 1'-0" x KING STD. ALUM.HANDICAPPED PARKING SIGN MULCH
���^��^DWI READ "RESERVED PARKING" APPLY♦.000 In/AcaE srRAw.ANCHOR snMw er vaaxc wmI ASHuu, ICT,Wrc,(LLL WITH IDENTIFICATION SYMBOL. o CRAWASHZAOR%G1CCLA tDitilK"= W T SET NGRLY SIRI NH FIM�BOLT TO WD. POST W/ 3/8" CANDIUM 10PARN�NG PLATED NUTS, BOLTS & WASHERS. _r111111 IV(7 9" x V-0" x .080 STD AJHER
N PENDICULAR MAIMENANCEDATE pini `ED
RaertOn N araeRl le not TJy adaauab. ReeeeQ raaNRve wa mulchiTO READ "VAN ACCESSIBLE0 T EDESTRIAN FLOW DIRECTION ..SolytooanDealcn «ohe aamae. \
BOLT TO WD. POST WITH DIUM o ��
o PLAN SPRING-SUMMER MAY 0 7 2008 0<PLATED NUTS, BOLTS & W4" SIDEWALK PERMANENT GRASSING DETAIL'J0 9" x V-0" x .080 STD AN o 3000 PSI 6• . SEEDING MIXTURE v
S E A LTO READ "MAXIMUM PENAL CONCRETE =BLDG.-STRUCTURE 12 GS 20-37.6". BOLT TO W �� M�ooTetFALL-WINTER -"O ; :PLAN �s WITH 3/8" CANDIUM PLGO so =y '. 17374 CI E �""°" PERMANENT GRASSING DETAI 1/8"R TOOLED / LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. a 12 SLOP£ SLOPT`w'�i""rca TpOY FALL GRASSING DETAIL SEEDING MIXTURE1/4"xi" DEEP w ANWHITE SYMBOL Ot, BLUE BACKGROUND FINISHEDJOINT 1/8"R TOOLED JOINT BACKGROUND - PHITE PRESSURE TREATED 4" . GRADE EEDING NOTES T ) //��REGRTEMPORARY SUMMER GRASSING DETAIL S nWAE A FAT APFFARN cE B OESRED O R sEwxsA SEEDING MIXTUREerR�EoroPdn DFroo U III I1\"\
-- -- SEEDING MIXTURE x.LISE cCtelOx TEMAMGRASS OILY CH li%NAIED WM gERE G CNMOT E- 493= RATE Oblm )
III III it III-L ODE A PER.ERMAWd1A45 W E REMMm MIN s c/dare CUWMM MSS Rye (grain) 12o RrTHita:( ) 20
1-1/2"R( ) 1-1/2"R(TYP) i nI=III- II=III= RATE tlnim t SEEDING DATES SEEDING NOTES SEEDING DATES DATE 05-07-08
Z JANIWR-APML
MAXIMUM VAN - -1 I 1 TTici - 6x6-10/10 W.W.M. _ COMPACTED x HE MmwoR MA YgMTM6 A suNL-sTDWEn sMOvxAtAss wr E APAE I _ALY is MOUNMTNS -AUG. le-GEC. 13 'WaIST-CEealme DESIGN PGT
T PEN pl SUBGRADE slA+snl,TEo AT A RATE W 50 Le/AOIIE.
$2SO /6"(TYP) ACCESSIBLE 3/8"(TYP) -III-III- III-III- � COASTAL PLAN aM MEDYDNT-ADC. 13-DEG JO
_ _ _ SOIL AMENDMENTS
o SEEDING NOTES SOIL AMENDMENTS DRAWN JLR
III-III- -III III MIUMAMS- INY,s-,wc. ,s SOIL AMENDMENTS APPLY WE AND I'MIUM ACCCpDNC To SOIL TOM OR APPLY ROOD-SAGO Wloan
1/2" EXPANSION PWDW A -WY 1-AW. 15 APPLY LIE AND FERRRER ACOMING TO SDIL TEAS,W APPLY 3,000 a/am GRdAD NiDgATUPAI LY6TOIE THE IDYLN RATE ON SYIDY Stw;)AW
f 1 III-III-1 -III-III= M CRWND ACMOIATIIRE UMESTOIE AIM SW a/aa a+o-ID-lo FERR�R. FauAM saL TE515 aR APPLr].000 lB/ACRE CRODNo M:PogATURAI
JOINT MATERIAL SECTION "'P'w'-"P"" ' ' 's LIMESTONE Arm ,,Soo to/ArnE .01M o!A FTmKaEa.
LEGEND AND 30RDER - GREEN LEGEND AND BORDER - GREEN -III u -III= MULCH
EXPANSION JOINT (E.J. CONTRACTION JOINT C.J.`/ BACKGROUND - WHITE BACKGROUND - WHITE WHEEL CHAIR RAMP SOIL AMENDMENTS MULCH /�
` =III=III==III MULCH Igj NrLr I.DW A/aa.e W mw aR EI"HAL,WI OF NOTING
SUMAE
TYPICAL SIDEWALK AND uwu 0 E M LS/IGE 10�10�PERIIIIi�R / A- APPLY 4000 ro am GRAM S RMOR EpMWI1FMf EWL Of ANo El S M AE CRA MtACH YkA o T�OOI.A M WITH IAMB SETCNF�'MLY ST ,,NY CI,BE M LCII NA MI&H AN 01 N GTOO MM WITH.RO.ANC,OR TETMTG OR C l P ■/\`/A
MC MIN A MAGI CH ANCHAi TOOL A OBI(WIIN R1A,06 SET IFNLY SIRNCIR GW
TYPICAL HANDICAPPED SIGN DETAIL �H A B ANCHORING
T M N ASP YL1.POA 0 ETRNO 0R B CPl PIG �`° A " ° "G'°°` ° " "�`
WITH A YUtGN AtTC110RRTC 100E A OIL!WRN BLADES SET NFiMLY AR/ICIIT CAN E
2
NTS NTS NTS WHEEL CHAIR RAMP DETAIL MULCH DSED ASA MAGI NOIC MG U
MAINTENANCE
APPLY'I'm IB//AGRE STRAW.ANONOIt SRGIr TN TIG(NG WITH ASMWLT.NEIML MAINTENANCE
USED AI A tXCH R CH IDOL TOO WIIN BIILNS SEi NEARLY SIRNpR CANE MAINTENANCE Repair aM ramUmn Earoaei ame Immedlotely.T d. MU 50 Ib/owe FFRIEPE.CCCIRII To m TESTS M IPPLY N E/«n MIROG N M.WND/Ri a awgen in March. N R 6 r,speary to wdend WnPorpy corer hpM M PEDMPRY,a p M SEPTEMER NTD a e IN NdATBpL Ride A 12-4-0• SHEET 2 OF 2
Tr����� RERI IK�THE FOIIAYIeTG APRL WITH 50 ro/om MIROCDI.REPGT AS GROW`, «Iro'r an (Mau ae Iip awseed 50ed��m bile FaII PNN") p5jal�YFA�IER AS TUIV R MCA STIND LDS 10 D6F RESEED MWTRVE,MAJIN ENA WCE REOIIRE$. Wr E Igem MY As A YEM M#lE A NFM APPRRWfE Is O 0
OESRED.OIWT sEMfFA Aw MON AS OMEN AS I®ED. i Y�M a T S NC MEDWIFLY.I,DW 10 A IEICITr E.ZSM FE
N -

N REVISIONS
Designer's Plan Certification: N/F OPTIMIST CLUB OF CAPE FEAR N
Ian has been prepared in accordance with the latest New Hanover PID#RO331 6-003-024-000 NOTE: CONCRETE PA SITE c' S y pate Description By
"I hereby certify that this p EX. CATCH BASIN 3
County Ordinances and Storm Water Design Manual." RIM 32.24 ENCROACHES BY 6.6' MN F
INV IN 30.2
Signature:
Printed Name and Title: Phillip G.Tripp,P.E. INV OUT 30.1
INV IN 30.2 7'11"E ---- IS
Date: N 85'3-
ze
Registration Number: __T7374 SEAL 200-13 NOTE: CONCRETE PAD
EMME"a-
ENCROACHES BY 2.1' oe
Property Owner Certification: 1----EX. CATCH BASIN 2
RIM 32 21
P OPOI 221 ' INV IN '30.5
FLO� PATH "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of"Authorization-To-Construct" any clearing, grading, construction or development, INV OUT 30.4
applicable ordinances and rules of VICINITY MAP
will be performed in accordance with this plan and that the EXISTING PARKING
New Hanover County, the State of North Carolina and the Federal Government and its TO REMAIN (NTS)
0 agencies which are hereby made part of this plan. As the owner, I (we) accept full EX. 15" RCP
0 responsibility for the construction and operation and maintenance of the proposed facilities. I rri
(We) will not attempt to transfer of this responsibility without the written authorization of x
New Hanover County." r1i
IS ACROSS L LEGEND
Printed Name and Title:
U
lIN
�r -- EXISTING CONTOUR
Signature: NOTE: EX. PUMP HOUSE -,I I
LINE BY 0.6' EX. CATCH BASIN 1
TO OVERHANG) (T BE REMOVED)
Date: 0 29.63 CD
CJ RIM 32.24 EXISTING SPOT ELEVATION
EG
EX. PATCH BAS I N� 4
TO BE REMOVED) U�
-Jr INV OUT 30.5 9 PROPOSED SPOT ELEVATION
27 T
eDI. RIM 32.73
NV�_ T�_ T w V)
k DROP INLET /INLET PROTECTION
STORMWATER RUNOFF DIRECTION
EX CATCH BASIN 5
Z
CONCRETE AREA
RIM 32.28 LANDSCAPING w/AREA
INV IN 30.3
LL INV OUT 30.2Ili II il, LIMITS OF DISTURBANCE
--4 Z
0
TSF
X X TEMPORARY SILT FENCE
E­4
W W PROPOSED WATER MAIN
Z
SS SS PROPOSED SEWER MAIN >.4 r 1­4
SO SO PROPOSED STORM DRAIN 0 E-4
c) C)
FOUNDATION PLANTING AREA N itZ E
to 0. N/F OPTIMIST CLUB OF CAPE FEAR 0
PI D#RO331 6-003-024-000 V)
0 Z
E­4
7� F.
Z
N/F OPTIMIST CLUB OF CAPE FEAR
POND DIMENSIONS Z
PID#R03316-003-024-000
20'
N& 1 II Z
SDMH
RIM 32.6 v
INV 9. SITE DATA: Z
SITE ADDRESS: 3300 NORTH KERR AVE
DI No 1
CAP PIPII Z 0
RIM 32.4 1 F
INV 29.1 N.H.Co. PARCEL No. R03316-002-006-000
R03316-002-005-000
Ex.
X ONE STORY BRICK INE R03316-002-004-000
'29'13"F 200-04' TOTAL) X. STRUCTURE TO REMAIN R03316-002-003-000
FLEcTRIC Z
IN 85 1 z,803± SF PANEL 0­1
- - (150) ITSF x x - 1.-_-- 11 TOTAL AREA 2.58 ACRES
rl APPROX. EXISTING _SEWFRC1 DISTURBED AREA 1.26 ACRES
AR
IPF BUILDING FFE 36.41± NID F R ZONING E-1 0
�36 2.
2Qi
0
II -fir I No. OF PROPOSED BUILDINGS 0
No. OF EXISTING BUILDINGS TO REMAIN 2
No. OF TOTAL BUILDINGS 4
-X HNA"':
71
E T HVAC PROPOSED BUILDING AREA 16,085 SIF
(190) J7TING TIE
V) EXISTING BUILDING AREA 10,824 SF F-I 0
-/� --� " E-4
_P_HA E 1 1- --_ i r4
CATCH B SIN 6 NEW H EXISTING BUILDING AREA TO BE REMOVED 2,272 SF
TOTAL BUILDING AREA 24,637 SF
21.98%
BE CONVE TED 36" OAK#
Z
to) BUILDING COVERAGE
TO SDMH
U BLIC_2�C_C BUILDING HEIGHT (MAX.) 35'
11341' P to
DRAINAGE EASEMENT RIM 32.45 SETBACKS (REQUIRED)- FRONT 25:
N Ott
BACK 30 A INV IN 30.2 r1i
20'
Z
T I V OUT 30 35 SIDE
Uj ft
90.62'
INV a4
PROPOSED BAFFLE SETBACKS (PROPOSED)- FRONT
201H EX. EXISTING BRICK PHASE 1 BUILDING BACK 213.26
L"d, I CD
REMOVE BAFFLE AND ROCK < 0 EX. CATC� ASIN 7 RIGHT SIDE 100.75'
WALL DURING -0 (14 4) CHURCH TO REMAIN .1t
ILd M 32.32/1 32.6 5,988± SF LEFT SIDE 258.62' 00
REGRADING
AND REPLACE AS SHOWN NV 4N 3 SETBACKS (PROPOSED)-
FRONT 164.41' C\2
BACK 71.06'
V _O/ &
11 (L, PHASE 2 BUILDING
IN' 0 30 1
(SEE DETAIL) APPROX. EXISTING BUILDING
Z I) FIFE 36.41 RIGHT SIDE 37.17' Z co
LLI LEFT SIDE 28.15'
32 11_�
EX. ELECTRI f:4
< TRANSFORM R ­­-Ig PARKING SPACES REQUIRED (1 SP./4 SEATS) 75
EX. RETENTION POND WITHIII I PARKING SPACES PROVIDED 83 0
FORE X.
AND BAFFLE WALL TO
BE MODIFIED TO HANDLE EXISTING ASPHALT AREA 35,235 SF ;-4
PROPOSED ADDITIONAL OVE ALL P ING, C C, EXISTING CONCRETE AREA 2,858 S1 cb
X
rn AVE THIS A LA INSTAL EXISTING ASPHALT AREA TO BE REMOVED 2,868 SF
IMPERVIOUS Z_rn W DRIVE (DI No24, ___.� x EXISTING IMPERVIOUS AREA TO REMAIN 43,777 SF Z
Z C) IM 32.3 /__z /�__ I Q) 0 co
INV 28.7 PROPOSED ASPHALT AREA 8,692 SF �-q _�_> --I �0
15" FES INV 28.4 W/ AIS GRADE X PROPOSED CONCRETE AREA 278 SF ,
5'XlO'X24" ED rMWITHI 18" OF I-V U)
2 PARKING I TOTAL IMPERVIOUS AREA 68,832 SF 0
Z FINISHED FLOOR IN"
THIS AREA. 2.9. 1.257d Z co co
------ LANDSCAPING REQUIRED: 285 CID ro Z
10'x15'x18" ED
EX. CATCH BASIN CATCH BASIN 8 LANDSCAPING EXISTING: 3,238 SF 1� w
_4� ­-----11
LANDSCAPING EXISTING TO BE REMOVED: 288 SIF
VI M 32.3 ------
(TO BE REMOVED) LL 0 C) 0 Z0
LO I V IN 30.0 C3) LANDSCAPING PROPOSED: 1,024 SF
A
(OVERFLOW) PN LANDSCAPING TOTAL: 3,974 SF
INV 33.6 V OUT 29.8 bill M m
X. C TCH BASIN 13 PHASE 1 BUILDING: .1
8 PI FROM ROOF DRAIN FOUNDATION PLANTINGS REQUIRED 170 SF
PROPOSED OUTLET DC
I T RIM 3�..31
M FOUNDATION PLANTINGS PROPOSED 170 SF
INV 0 30.01 0
STRUCTURE (SEE EX44' tP I I A, 0) 0
PHASE 2 BUILDING:
DETAIL) FOUNDATION PLANTINGS REQUIRED (NORTH SIDE) 194 SF
TIE TO E-1 C
EX G E FOUNDATION PLANTINGS PROPOSED 299 SF
1' 190)
(180) REQUIRED (EAST SIDE) 395 SF FOUNDATION PLANTINGS
N/F SAM WATSON FOUNDATION PLANTINGS PROPOSED 450 SF
PID#RO3316-002-002-000 (264)
FOUNDATION PLANTINGS REQUIRED (WEST SIDE) 86 SF
FOUNDATION PLANTINGS PROPOSED 116 SF
E 15" RCP
U CAMA LAND USE CLASSIFICATION DEVELOPED
00- EX. CATCH BASIN 9
E 24' RC3-
f RIM 32.30 ---------
NOTES:
F RCP N 29.9
24" R_ I
-LNV OUT 205
-00T'3� 8
X. CATCH BAsiN .11 INV
(2� 5, ALL ROOF DRAINS TO BE DIRECTED TO STORMWATER SYST
C��O�RIM 323 Nj 10 1 EXISTING PARk* A < . .....
EX CATCH �ASI R/
!m� fSSI
INV IN *29.65 TO ffMAIN W _RiT'WETLANDS EXIST ON SITE.
10' MAINTENANCE/ACCESS EASEMENT - - �1 �/20, ACCESS� 1�...
I -EX, iCATC BASIN 12 INV OUT 29.E I NV 11 8
57
EASEMENT FLOORS ESTIMATED FROM CONSTRUCTION PLANSrl S E A L
('V 0 RIM 132.3 ' INV OUT �9'�7 IPF ALL FINISHED .0 F11
INV IN 29 5 CONTRACTOR TO FIEL
199 41 DATED 12/31/02 BY JOSEPH H. HILL.
17374 L
VERIFY FINISHED FLOORS IN RELATION TO SURVEY INFORM A?TOA
INV OUT= 9.4
PROVIDED. ENGINEER TO BE NOTIFIED OF ANY CONFLMq;=2Ws
...........
PRIOR TO CONSTRUCTION.
IPF
100�73' 12' (TOTAL)
400� APPROVEDREG
S 1/111111110\\'
85'33'05"W
NORTH CAROLINA ENVIRONMENT
IPF 50' *MPORARY
C(�STRUCTION ENTRANCE MANAGEMENT COMMISSION DATE 05-07-08
SITE PLAN DIVISION OF WATER QUALITY DESIGN PGT
I PI/ 1 20' s'g08 DRAWN JLR
&0jo
BAR SCALE 1 "=20 ' C I
EX. CATCH BASIN 1 DATE PRINTED
0 7 Z05S 01
MNF
RIM 31.9 R /W --- MAY 210 10, 20' 40' 60'
INV OUT 28.4 i0o I SHEET 1 OF 2
�RR AVENUE 07102
NORTH KE ---

TO ;
C45TI-E HAYIN`
a
o - 1350
k 16 q9 s CONC. PAD *. �' 117 a
1 r u k 1324
16 3 N 89° 30 00 E 200.00 ,E.LP < 1354 1326
LTc= 76.8 Tc = 76.8
7p=76.3k16--- --- - -- --.- - _----.- ..- Tp = 76.3' 13 WRIGHTSBOR0
rr 1322
g9
3 W
by1 k16? N RECEIVED 1317 SITE
f1 1651 k k1632 g6 i4 Z
;,. 6 D.I. #2
RIM= 75.8 \"1 RIM = 75.8' 6,'L6 44 1317
INV;-74.0 __ 15"P) RCP 0.1% (76 LF) 2 INV. = 74.15 Ir
� __ _ JUN 18 cOD3
5\
6 . / 91 DW@ W�I�M INGTON
PUMPHOUSEk
5q k q8 O
16 PROD#` '& � (yyNPP�
p 165y BC-BC ' \
\\� a
c� D.I.#5 II �jI \\o rc=76.8' 76
(p RIM=. r
75.9' III Tc= 76.A' R I I \ \ Tp=�.3' / O
INV.= Tp= 76.3' I 35- \ _- O
7.3.9' II ml I 16. 16y O\\\ D.l.#I / N
3 Tc=76.fi Tc =76.8 n DI k k \ RIM=75.9 -� Co '
1 76.0 T - 76.3 I I - a 'r \\ I
rp=76,1 P- RIM =75.9' ">1 • a '
g+ ■ INV =74.1' �4 �• • ' \.INV.=74.2 Ij
CONC. " q
O 165 i 652 FENCE _ -X16Ay PAD •a " r16\ 1y1o*
6y I I IO k1
650
16g6 k k 16 Al
k16 / LPLu
G�1,6$0
1 ' -
NOW OR FORMERLY I I I 77 -I A'STORAGE I p
C DTl MIST CLUB OF CAPE FEAR 1� 9 ( 16 WELL SHED -
BOOK 830, PAGE 408 I a I ^ I�
I I� / 8"TREE k,(65q 1680 PROPOSED I l S
III q 20
Lu I 6g LP GAS PLAY AREA BC-BC
FM TANK
` To= 76.4' , LOCATION OF FUTURE 3'0 ! l
k I i \ FM TO SERVE GY14NATORIUM
' 66 Tc= 76.8
k1114 `x\ 16' rP`76.6'bg1�662 k�661 k1_Q,5 k161 �I 156y1\
TTI
50 77
16. (lo I 76 S y\
Ar I N EXISTING I PP w/ 1
GUY g0 q9
8 I
LOCATION OF FUTURE I,000 GAL. \x I I I I IO CLASSROOM __ _ __ / '
PUMP TANK TO SERVE 9 \\ IVI I� BUILDING q q Tc = 76.8 A,
GYMNATOR/UM k113 x I I 16 8 ` 15 5 Tp =76.3'
ELP N89° 30'00"E 100.00' E.cPk18g N89° 30' 00° E 100.00' E[Px 11�� _ AC
61\ \
1
1 1566 • 5 1 1535 -
So T .16gb II - -- - - - - k y1\ N89°30' 0 "E - -
k16' 78 /o o„ 11, 1I I
ONE STORY 66' \ 1 6C.00'
77 76 7s - - 82' al 1 i 113, WOOD FRAME
\ Tp = 76.3+
FF= 77.70' WOODSY ME 1,000 GAL. PUMP 0 1569 Tc = 76.8'
74 73.4 (TP) - EE
�- 1J I-6:17g\ ' FF= 78.90' TA
DETAILTANK S ON ©16 \ Tp =76.3
72.6 (PP) -- � % 1 k1 i i SHEET#5)`
11 I I N EXISTING 1_ PINE 15¢15
48 II ' FELLOWSHIP HALL 11
\ I . .� I / y1 3 x3 TEE
_ 72.0 'I,I \ li '/ k16' FAq�" 16 WITH PLUG p
71.0 I ( / ` 15' FOR FUTURE
III I `� I 1 / 36 I 19 16g1 \ TIE-IN OF
70.0 Jr k 6 II I 1 6 110 1 1g.� 16, �.
yq 23 k 1 41 I 11 11 _ -- _k t--k, ' � FORCE MAIN '
STORMWA7ER MANAGEMENT f 68.6 11 11 D.l.#6 Tc= 76.8' k II k I �\ 6-66 P 1. 92 GYMNSERVING
ATOR/UM
AND SEDIMENT CONTROL POND- M PROPOSED RIM-759 II gq Tp=76.3' g\ -I ` I ,I k1 'h0 `y' y
SEE DETAIL ON SHEET # 2 ^ INV=73.7 �x 1 ` 16. ` - Tc= 76.9
b . GYMNATORIUM _ , a I Tp= 76.4 76'
N �c 16' I 95 _77 + �$ . \ LEGEND
b m n ll' Tc = 76.6`- 76.0 `k\1\ D -c 016� 1 1586
I'
h m 0 _� a- ��) FP 78.5 - -, 6 �� I I >Q 24" 76 72 - EXISTING CONTOUR
O ^ bWING N o�yo9 $m�1%1/¢ 0� I ��6 �/ k11y1��\ 1611D.1. #7 -_'lbgq OAKi Uri
-72 flf\fl$H CONTOUR
°,qiO I° l°o m ,�y , j �,,� " , AC 33' EXISTING SANCTUARY ��`, ob �' ;
Q� WALLS 4800 °ol /° �,,,".," Q !,<, ■RIM= 75.9' k 1 i I -
/� o of o �u�.� RIPRAP \` i 2 I UNITS6' O� �$ °�'4•�g�.�o`l FOREBAY ;L6 1 0 TREE �5 I/NV = 73.65 __-aLf�°og 1 ,5 1 I ONE STORY CONC. POST ID PIPE NUMBER FOR DRAINAGE DATA
tTb °be l� �' ,'": 11y2 DAM 4Cp6jL
1 Tc= 76.9 �1 I WOOD FRAME
(rrel 0le l 8"°°� ' F47' OTp=76.4 II 60 16? FP = 78.0 DENOTES TOP OF EARTHWORK
Q� 1 ik 1°�ly°/ I r' S N b FF = 80.00'g5 o TREATED WOOD - TYP P.I I O IO r-' ■D.I. DROP INLET (NEW)
OO 7/1 .(I BAFFLE TO EXTEND 115q 7 1690 II kI CQJ __❑D.l. DROP INLET (EXISTING)
FROM O , -�I TO ELEV.?4.0' k W J BOX -16?� 16.5 Nq 1+76.0 1669 I I`V 16 PVC PVCFORCE MAIN ---- STORM SEWER PIPE
N b nil SEE DETAILS ON a q9 k'-� k O I I 26' 1 APPROX 440' DIRECTION Of SURFACE FLOW
o SHEET#3 O k16 I FROM PUMP TANK , N
eC Q b k
o 5' S' 11. ' 125 \ U I 83 16 EXISTING FORCE
39 O a I 21 m TIE-IN To Tc = 76.8' TOP OF CURB ELEV.
rtjj
3 N �> n , , \y lI MOj .1 k165 1 hl I I I 16Qy MAIN SERVING Tp = 76.3 TOP Of PAVEMENT ELEV.
168.6- ^ m I k :p OPTIMIST PARK � 6
g / 11 RIM = 75.9' -�- y5 119 .S 2 16 ,
70 °I 10 l0 - HC ' b. INV. B 73.55 116 66 1 I ,77 ,X �` -5 O6 ADDITION 15 I O y 22 612 t 76.0 FINISH GRADE ELEV.
9 I 1B' SANCTUARY
7/ I V :tr\
0 72 . I 22' I R �I j 6y6 Tc- 76.9 I I-y112 k11' 54 o , APPROVE® lMl RIP RAP
^ INV = 73.1' = NMENTAL
22' I 1 I T -76.4' (O 1y -�
v c p O 16 MANAGEMLENT COMMISSION TREATED WOOD POND BAFFLE
II 1 IS CY RIP RAP ll = 50 sl I I I g Q DIVISION OF WATER O_ UALITY
2 72.61 I k116 o I I® qqk I q\ k I r r Q I f w� STORMWATER 8 SEDIMENT CONTROL
74 73A-i+l- 11 25' 25 HC 1 0l 1+7s.O I P - 76.9' ,--16� - 1� 100 0 I 1 Tc- 76.4' 0 63 00[ !D IQ 3/6 3 `'�- RISER
r 76.4' y' q p- y Date
76 75 11 0 I I - - r Tc= 76.9, @� I I - HC 1{C'- - 1-- _ _ - }�� - - - `16 - k16 Aq 1 Q Stormxrater Permit No.51'U S L 361 I " SILT FENCE
77 11 �.Ilj .. I I 60 Tp=76.4 4I1 qqk- '_"- 1'1 �\ k(6
Tc= 76.8 - -I��11c 7c= 76.8 g�1 k16 1y. Tc= 76.8 16 6 69
T = 76.3' I I 13 �I I �^ T = 76.3 1 1 k , Tp= 76.3bI I Tc= 76 76 8, 1� g 1 .91
k I q\ Q ( - .MH SANITARY SEWER MANHOLE
qg p _. __-__---- 3 _ - 51 \ 16. tl -SS-•• GRAVITY SANITARY SEI:ER LINE
x10 1629 011,1 III `169 a1636 LOT I Tp� 16 \k11 O ----FM-- SANITARY SEWER FORCEMAIN
LOT 3 I V 11 V 5, 6 LOT 6 k z
0 10 I I o 9 \5 E I APPROX. 265' FROM �•• $T SEPTC TANK
�1 `�"11 24"kl R_C.° (� 0.2 %O(60 LF)- LOT4_0 4RCP q�l 0.21p (60 LF)_ __ 24"kl RCP110.15,/0 - _ _ ___ ___ __ _ a�-- ------ - - Q _-- \O (60 LF) 1 1- I5' 0 RCP 0.25/0 (96 Lfl 16:
___ __ _ __ 3 5\ t� P TO EXISTING
- - - 0 -■------- ----- - ■ 3 6 L
° 1 ■ -------- -----�------ --- --------■-- ------ - - q- PT PUMP TANK
`s111i,. +� �- + 76.0 -� D.l.# ll , +76.0 16 -� D.l. # 10 76.1 D.l. #9 k FORCE MAIN PE-IN POINT
0.1. # 13 - 760 D. # 12 F k >c . C.O. SEWER CLEANOUT
RIM= 75.9' RIM = 75.9' RIM = 75.9' i RIM = 75.9' RIM = 75.9' LLl TIE-IN 70 EXISTING
INV. = 73.15 INV = 73.25' I INV. = 73.45' qb, i ��1632 INV. = 73.7' : \ FORCE MAIN SERVING W WATER LINE
p INV =73.35'/
rl, 7r. 1 ,. ' '- - - - - -_ k �' Tc = 76 9 q OPTIMIST PARK USING
' I •�- ` TP = 76.4' I 16 I-4"x 3" PVC WYE 8CHURCH
Tp= 76.3' I ® 43' ' 6 Tc=76.7 Tc=76.7' /q k16' Tc=76.7 MOVE EXISTING SIGN 45° BEND WRIGHTSBORO UNITED METHODIST
I BC-BC 6q0 k15 Tp=76.3 Tp-76.8' I ` by Tp=76.2 1 OUTSIDE SIGHT GYMNATORIUM and EXPANSION
I f F 9 #1 ` , 0*/ k1 �`.76 TRIANY.L 3300 NORTH KERR AVENUE
GRAVEL CONSTRUCTION ENTRANCE- 11 Typ' �� 15 �\ \ 3g }1653 11 l72 IO x 70 16?y 3"900 BEND ( WILMINGTON, N.C.
SEE DETAIL ON SHEET #Z .� Tc = 76.9 ` Tc= 76.9 6 SIGH ,_-
i / �. _ p1 �.. .-�.._ ..�.. -� ..--.._.. FM
�..
�I N SITE, DRAINAGE, SANITARY SEWER COLLEMN,
_ - - Tc= 76.9, TP - 76.4 # - --_ �,-- Tc= 76.9' 1 - 1p= 76.4' - \ S/GN__ _ 60 (---� T INSTALL
Tc= 76 9 \ _ - _ I FII4CE MAIN
TP= 76.4 Tc 76.9 01 Tp= 76.4' , -10'xx 70 Tc=76.9 Tc=76.9
Tc = 76.9 by I 10 x7f)-- - _ A Tp- 76.9 16 q\ si �_T IANGL 761 I 6 -_ I lo'OFF nc�r RJw STORMWATER MANAGEMENT 8r
IO x 70 53 T = 76.4�+: '76.1 15 „ r.4- SIGH 7RIAf�GLE„„ ;--- y 8--x X x x , 6. l Tp - 76.4' / 'x- -u r K _ r,= -„- P 6? 6 - 'V
_ - SIGHT TRIANGLE _ y. ..----1 OHP 1 '-* OHP - - .----�r �=76.4' T =76.4' 1 0 'A --
R/W k1600 E.I.P. ° , „ , -� K ° , „ , �-- , „ , ' . " , ik1 - k1 -- HP - EROSION CONTROL PLAN
N 89 30 00 E l00.00 EJ P N 89 30 00 E 100.00 k 5\g N 89°30 00 E I 100.00 N 89° 30 00 E \ 100. O J*- 76 E P I \
#14 q65 1 2\ , 1 I BULKHEAD---A y 16?
EXISTING D.,I. RIM - 75 1 6 .t E, q x
RIM = 75.5 i j 1 INV.(IN)30�- ., BULKHEAD-�Z/� 5?1 I ro k1 1 22 ' `p o k1 168 - 165\ 5 JOSEPH S. HILL JR. and ASSOCIATES
INV. = 71.8' s 15 INV(OUT)- 71.s (r LCULATED) EXISTING /6' (� RCP__ _ _ __ ___ ____ x1 /8' CMP - ---__ y- 15 - _ _ EXISTING l8 'CMP\•v_ - _ _ - k - _ y 1 /✓"RCP I °+,'-
_EXISTINi IaRCP: _ _ _ _ _9,_ _ _ _ ___I_ _- --- - _ - _-_ _ -p -- - _ _ - _ -_ _ _ _ r am_- _= T CONSULTING ENGINEERS and PLANNERS
DRAINAGE (�ULATED) ,LO---- - ---- -- - -- -- - --- --- �- -- - - - - ---- �- � - -- - T � - �- k �. - - - - -- , ,
5 - - 6a0 5 EXISTING q9 1k -I \ k ' i�J , 28 EXIST/NG EF LMI HARBOUR DRIVE
DIRECTION 15 ,� y3 2 I 11 53 i / EXISTING \ EXISTING D.I. 6o by p0 WILMlNG70N, N.L. 28401
Jr 9 k1 ` pP PROTECT ALL Q 15 6 /NV= 72.02' k k1 ranvEL R!M = 75.22 15 _ - ' - 1 16' 16 ".�� r /
5 gg /
h 5 INLETS NEW
W W k ORIVEWAY��r\ �76 /N V. = 71.61-- -_ _ __ / k 66$ 1555 INV. = 72.32' (9l0) 799 /544
AND EXISTING w a 3 1 q' y k _ _ 5\ ( M BE k - - - -- - - - - - _ __, 1 /NV. = 72.17
> R �,W y 5 16 ABANLLWEDI �3 DESIGN ✓S H
(SEE DETAIL) /II�17
�o Q> 1 /k 16 k11? k� DRAWN
Sy 16g0 * 16y\ 16c�\ �0 161� / 16Iq 168y 6 - -- ---77 66 PAT
k k k k r169 - 16' `- r I.c CHECKED PAT
JSH
EXISTPIG 4"(X SDR 21 �/' - SCALE
- . . . . -___ . . .. . . .. PVC FORCE MAIN •'", � ' `�- 1" 20'
NORTH KERR AVENUE 0001 R/W) (NEW HANOVER COUNTY)
<, SHEET
1 of 4
DATE
1213110z DECEMBER 2CO2
REVISIONS
•• FM RE v Cl oivs F_D SEl"/ER
..�....aa...�......,..ao,...+.•�.A,..R,,.,..,x...:__._.�.-....•.�...,...._,..�,.,.�...,......." .. .-.-..-.P..,�.m.a.°»-.>...-......"+."..�...�,�-�..-,..-.•..,.,.,..,....•�.m.....�.."..,"..- . . .-.F... .P., :",. �..,:..,a,a",�.. .., ...,-.�, .q-; „-rt.
l ,

STWTR 3.024 DETENTION POND OUTLET STRUCTURE (SEE DETAIL)
TOP WEIR = 76.3'
WEIR INV. = 73.4' 24"
ORIFICE INV = 72.6 MIN. DAM TOP WIDTH F B.O'
RISER INV. 72.4' Top OF DAM ELEV. = 770' s 4- 1
1" 8.75" 4.5" 8.75" Il` ,
ELEV = 76.3' F' TOP OF WEIR TO
TOP OF RIP RAP ALUMINUM GRATING HINGED I fi'14 36" BE LEVEL WITH
16"
ENERGY FOREBAY DAM= 73.4' OR REMOVABLE FOR I
INFLOW DISSIPATOR 3.0' �O - ACCESS TO PVC PLUG
r � /\ 11' �r TOP OF CONCRETE
100 YEAR \\\ /\tom OIrTLfT PIPE DESIGNED 1D PASS 6 p
ELEV. = 76.3 IN
STORMWATER STORAGE (N.H.Co.) / I I • ^�
_ _ now FROM r00-YR. STORM TRASH GUARD - 18"O•
I\\ ELEV = 72.8• STORMWATER STORAGE (NCDNR) 2.9 \�� \'\ PIPE OUTLET INV. F 72.3� :CORRUGATED ALUMINUM
Pro PONOTLE7 \j ELEV. = 72.6 PERMANENT POOL 0.8 \`\� PIPE CUT TO 1/2 0 BEVEL DANGLE. PS EDGE -�
III ♦ -- TO 95°ANGLE. UPSTREAM
r/ ELEV =69.6 SEDIMENT STORAGE y 3 0 T 30'a qCp -- i �I S�AEPTO BE SM'OO Pi AND
FOREBAr \r r/ ELEV.= 68.6 BOTTOM I.O•r,r\\\:Ul �0.15i i921F/ _ ' 1,411
1 • ':i- 4"PVC COUPLING
BorroM e--Ev. = 68.6'i1\ri\ h
3:1 SLOPES ALL SIDES \q\v/pxr \\\ //\�� / \v`rr/� \ x�` /p\� PROVIDE ✓4'•MESH HARDWARE AND THREADED 2.9' I b
SEDIMENT 57DRAGE / 4"PVC COUPLING PLUG WITH 1.25" 3 0 I I ,•f _, A , ••
ELEV. = 69.6' p' w10£VEGETATED SHELF AROLWD POND PERIMVTER CL07H AND *57 STONE OVER _ -r}, HOLE DRILLED
DETENTION FOAD ORIFICE LSVTIL WITH THREADED -LJ' 48"
B=1 SLOPE FROM ELEv. 72.0• To ELEV. 72.6 ALL AREAS ARE STABILIZED PLUG q /N CENTER ALUMINUM
AT
VEGETATE WITH SMARTWEED (POLYGONNUM SPP) ` 1
ALUMINUM PLATE INTO � I
2"PLL/GS PLANTED ON CENTERS (APPROX. 1,000 PLUGS) I I I" KEYWAY USING )
ALUMINUM ANGLE INSTALL ALUMINUM I WATERTIGHT SEALANT
STORMWATER SEDIMENT CONTROL & DETENTION POND BRACKETS (4 REQ0) WEIR IN KEYWAY __ I 3 " 3#
SECURED 70 BOX WALL V' USING WATERTIGHT "t0
ANTS WITH C40 C. AAVHORS SEALANT
AND I/4'x /V2 SS BOLTS INV 73.4' SECTION
TI N B n
s'
PLAN VIEW)
RADIUS GRATE SHOWN
r 2 B s
DETENTION POND WEIR DETAIL ALSO AVAILABLE WITH
FLAT GRATE
A C 36'x 48" FRAME 8 GRATE (DOWNSTREAM VIEW) B
_ .. .. - • - TOP OF BOX �-
�- - - HIGHWAY �f HIGHWAY ELEV = 770
MINIMUM AVERAGE
STAY RIGHT TANK CO. STD. TOP OF BOX ELEV. = 77.0' _
,1,.;;1,...,,,.,,,• ;;; ;;;,., �P/ 0.7' 36"x 48' PRECAST CONCRETE __ -- / / / I/ WEIGHT
L MOLDED FIBERGLASS OR Z-
` CATCH BASIN OR EOUIVAL ENT -_ .E
. .... ........ �, - ty PROVIDE TRASH SCREEN fLYt
'IV 0.7 PRESSED ALUMINUM GRATING,
Xi- •qJ- OVERFLOW WEIR. SCREEN 70 CONSTRUCTED OF BRICK MASONRY TOP OF WEIR SEE WEIR - 2''D
q�- BE MOLDED FIBERGLASS, - DETAIL 2 x 2" MESH PATTERN„ TO FRAME 195 LBS
LEVEL WITH COVER OPENING BETWEEN
---- - ---- WITH 2'x 2" MESH PATTERN 70P OF CONNCRETE
----- ---- C �. TOP OF WEIR ELEV = 76.3' i I�9 TOP OF WEIR ELEV. = 76.3' 1 I TOP OF WEIR AND 70P OF -= �^ �Il•• GRATE 145 LBS
B B ELEV INVERT
73 4, I `� 30•'yl CONCRETE 1 I CONCRETE
��
A �•
RCP
WEIR INV. r 73.4' KEYWAYq/I I CAST IRON FRAME GRATE
EXISTING ORIGINAL GROUND ORIFICE INVERT 0.8 5.6 24 11 x 24"
OR PROPOSED_ _ 5'y.0_ 8=0" LINE EXIS77NG Q4 ELEV. = 72.6 FOR CATCH BASIN
SHOLXQEFI +25%+r PROPOSED F _ 3 Or 5i 5 O„ I +25°/*
taW/ES 6,-O„TO I r/Q%O I Of CURB I 0 BOTTOM OF 4"PVC INVERT ELEV = 72.6 TOO I
(0 0 +136%+25% +/6% o'z - Nv = 7z.4' ogrFrc£
l/2"PER FOOT/�In -27%� ------- 25%* ELEV. - 72.2 L SECTION A-A
SLOPE 'n ;®: 4.U% I BOTTOM OF TRA�iC+JYO 1.0' ELEV.OM 02-�" PVC '�
CULVERT . I F' 0° 5' 0
4-5-� •�-, ELEV. = 72.0
SHOULDER SECTION A-A CONCRETE
CURB & GUTTER SECTION C-C Box INVERT BALLAST
ELEV = 71 4' BOTTOM OF TRASH- GUARD ELEV. = 72.0'
VARIABLE
Box INVERT
WIDTH I
I ,DER Oq 3y "MAXIMUM LIMIT FOR VEHICULAR CLEARANCE, ELEV. _71.4' NOTES: DESI6NERSPLANCERTZFICAIION'
3' I SECTION VIEW)
FtP �QTTER +15% DESIRABLE MAXIMlJLL7. "I Hereby certify that this plan has been prepared in
FES .5 DITCH GRADE LEGEND DETENTION POND OUTLET STRUCTURE (UPSTREAM VIEW) 1. ALL STREETS ARE PRIVATE. accordance with the latest New Hanover County Ordinances
. \
SLOPE
= VERTICAL CURVE srwrR Loa
an
_ CHANGE IN ELEVATION x IIXJ swrR 2.02e 2. DRAINAGE TO BE INSTALLED PER SCS SPECIFICATIONS Storm Water Design anus.
SECTION B-B
SLOPE (%) - HORIZONTAL DISTANCE Q� '
3. TOTAL ACRES IN TRACT = 2.58 Signature:
Printed Name and Title: Joseph S. Hill, Jr. P.E.
DRIVEWAYS - SLOPE AND DRAINAGE REQUIREMENTS 4. NO CLASS IV SOILS. -03 Date: I
ST 4.36 5. SEWER SERVICE BY NEW HANOVER COUNTY. Registration Number: NC 8982
FIGURE 16
6. WATER SERVICE BY INDIVIDUAL WELL.
4%A
"
7. ARFA ZONED R-15.
" B. ELI VATIONS ARE RELATED TO ASSUMED ELEV. PROPERTYOWNER CERTIFICATION
LiftersBEINCHMARK. "I (We) hereby certify that I (we) am (are) the current
A B C D 9• NO CONSTRUCTION SHALL COMMENCE UNTIL AN owner of the property and that upon receipt oAccess O enia "Authorization To Construct" an clearin radinr'-D" 24" 6 12' 14.0' As Required AU i NORIZATION TO CONSTRUCT IS OBTAINED FROM y g' grading,
f -- IB vr• 1.- I" 30" 7.5' 12' 14.5' (Solid Top Available) NEW HANOVER COUNTY. construction or development, will be performed in accordance
I'•R with this plan and that the applicable ordinances and rules of
ON INVERTED CROWN STREETS AND A "I r/r"R / � 10. 0.5155 ACRES EXISTING IMPERVIOUS SURFACES New Hanover County, the State of North Carolina and the
AT REAR OF PARKING STALLS 36" ,6 6 36" (51 BEET, PARKING, WALKS AND BUILDINGS). Federal Government and its agencies which are hereby made
GUTTER SHALL SLOPE AWAY r' NOTES ON RIP RAP APRON
full
AS SHOWN ,r,;�, P,o; AC PROPOSED IMPERVIOUS SURFACES.
r n. accept
24" 24 ar 11 138 ACRES PR P EDpesponsib li y for the construction on and
operation and
v�' R r
r - e : ,4 CONSTRUCTION SFECIFI.,ATIONS fi 12 BETWEEN STRUCTURES AND I w
th i n
V ' I ' I'-o" A4T 6� a �6 I " . 20-FOOT SETBACK maintenance of the proposed facilities. I (We) ill not
►' ' . , ,_�_ _ i. -- P F.IP RA T r without the written
B' -e_ . •a ; , v. _ - • < ', i ' '� a :'a ' authorizahon of New Hanover CouEX'AVATE 6ELOW CHPNNrI OUTLET AND l"IDE E '' E L LO LINES6V4" cCLASS, "i" co+Icn£rE <' „ , �' 'g 00 D ATION TO 6E CUT TO ZRO I esA O A A O A .PLAN CHANNEL TO THE PEQUIPED PIP PAP THICKNE55 attempt to trans er t 15 er onsl I I D FOR EACH APRON FOUND 13 M P BO K 645 P GE 586' M P BO K 622 P GE 419 n�'^
r . �, , ♦ , , > Lifting Hol' '� GRADE ANDSM THE .
TYP 14. DI5TURBEO AREA (BUILDING, POND, STREETS, PARKING, Signature:
91 :
I FORCEMAIN, WALKS, DRAINAGE PIPES) - 2.48 ACRES Printed Name and Title: E.D. MC FAFLANDa ChpIrINAN 1�7ARD
2. PLACE FILTER CLOTH ON DOTTOM AND 51DF5 OF Shiplap Joint With Date:
PREPARED FOUNDATION. ALL JOINTS TO OVERLAP A t"0 Butyl Rubber MAXIMUM. /-22-03 or Tru5IGC5
CURB DETAIL ST2.03A NOTE: APRON M DE PLACED LEVEL MINIMUM OF 1.0'. Sealant In Joint 15. CONTRACTOR TO FIELD VERIFY TIE-IN ELEVATIONS FOR
WITI1 THE TOP SURFACE OF STORM, SANITARY SEWER, AND WATER PIPES PRIOR TO DESIGNER.OWNER PLAN CERTIFICATIO;J.doc
RIP RAP AT SAME LEVEL 3. EXERC15E CARE IN RIP RAP PLACEMENT TO AVOID
_ C AS SURROUNDING LAND DAMAGE TO FILTER FADRIC. BEGINNING PIPE LAYING OPERATIONS.
SURFACE - NO OVERFALL
SHOULO EXIST. 36" �)� 6� 36"
4. PLACE RIP RAP ON ZERO GRADE -TOE OF RIP F:AP TO 24^ "�24'• 16. NO SECTION 404 WETLANDS ON PROJECTSITE.
SECTION A - A III> II sll z Ill EI I 7-
17., BE LEVEL WITH EXISTING OUTLET- NO OYERFALL ATo BUILDING ROOF DRAINS, GUTTERS, AND DOWNSPOUTS
ni a J �MnL � ENDS. SHALL BE INSTALLED TO DRAIN TO THE STORMWATER
ILTER FABRIC 5. RIP RAP 70 BE HARD, ANGULAR. WELL GRADED 36" COLLECTION/DETENTION SYSTEM.
CLASS 6 ER05ION CONTROL STONE. 6' Or
48.. SW NOTE50603.doc
e 60 6. IMMEDIATELY AFTER CONSTRUCTION 5TADILIZE ALL 6" 3•'
RIP RAP APRON DISTURBED AREAS WITH VEGETATION AS 5HOWN ON
�-- 18 --� I2 �-I2' -'• •F- 18 -> VEGETATIVE PLAN. 6
ER 3.04
PARKING STREET STREET PARKING SEE CURB DETAIL
4 Lifting Holes
R_
I ZEXTEND STONE I' STEEL FENCING STAKES STAKE
BEHIND CURB TyP
Access Windows
All 4 Sides
I`2" ASPHALT TYPE I-2
6" ABC S70NE _ FAegrc g DRAINAGE DATA - PIPES (25-YEAR EVENT) DROP INLET MANHOLE WRIGHTSBORO UNITED METHODISTCHURCH
MAX. 7 ( FOR MANHOLE USE 36"x 36" GYMNATORIUM and EXPANSION
STREET AND PARKING LOT - = ill"-- _ � PIPE RUNOFF RAINFALL AREA Q-IFS PIPE GRADE Box) 3300 NORTH KERR AVENUE
UI _III =III = III � WILMINGTO:N, N.C.
CROSS SECTION ���,� III _ 6
_ = III = III _III -Ili r• NO. COEFFICIENT IN/HR. ACRES SIZE 7e
- - 3 III = i I -111 = ° STORMWATER MANAGEMENT
ST 4.43 -� I- I I - MIN. I INCHES _ DRAINAGE,
I II 1 0.54 8.0 0.25 1.08 15 0.1
ll I I BURIED FABRIC - -- ---- --
I 2 0.54 -8.0 0.40 1_73 15 -0.1 & EROSION CONTROL DETAILS
1
"L _
I 3 0.54 8.0 0.49 2.12 15 _0.2
DROP INLET
_ 4 0.54 8.0 0.64 2.7715 _0.2
(I'\I
_ III ?I ? 5 0.54 8.0 0.71 3.07 15 _0.2 JOSEPH S. HILL, EE and ASSOCIATES
WITH GRATE
CONSULTING ENGINEERS and PLANNERS
1602 HARBOUR DRIVE
_ _ N.C. 26401
6 0.54 8.0 0.97 4.19 18 0.15
a f-S�FRAME 1 MIN. WILMINGTON,
� 7 0.54 8.0 1.06 4.58 18 0.2_ (9/0) 799 - 1544
Joy j So' 8 0.54 8.0 1.12 4.84 18 -0.2- DESIGN
0.54 8.0 0.34 1.47 15 0.25 , , JSH
10 0.54 _8_.0 1.61 6.96 24 0.15 U;`cN`O r A ,. DRAWN PAT
I }I - - - --
r a GATHER \/ 11 0.54 8.0 1.78 7.69 24 0.2 ,�`•... • _I '2� CHECKED A
Ps` EXCESS 12 0.54 8.0 1.92 8.30 24 0.2 1 aaKz 1 SCALE JSH
AT CORNERS
- - - = yr L ° AS SHOWN
6' min � � -7�` -�^ 13 0.54 _8._0 _ 2.06 8.90 24 0.2
2.3" �0 14 0.54 _9.6 2.58- 13.37 30_ 0.15 1'•; rF` •-.°.....° SHEET
coarse aggregate c� 15 0.5 8.0 _5.0 20 _ 18 0.14_
CATCH 84SINI DROP INLET PROTECTION ti . n ,.• 2 of 4
15* 0.5 8.0 5.0 12.4 18 0.14 . DATE DECEMBER 2002
R.4.03 MPOSITE) OMPO(CSI I E
ALL CATCH BASINS/DROP INLETS (PROPOSED AND E (_CO_ -__ )- EXISTING-(--_--_.-_)_ 12/31 1,Ag
REVIIONS
EXISTING) TO HAVE INLET PROTECTION DURING *WITH RETENTION POND AFTER PROJECT COMPLETION DUNE 2CO3
DUNE 2C:03
CON 5TPUCTIONLINTRANGE ST42O CON5Tf?I)(7TT0t I (TNCLUDING R/W Df?OP It if-ETS) �- - nl•nlrr�rn I N I An,m a:., � _� .�- �•-
I ,

TEMPORARY AND EROSIOtI CCHTROL NOTES CON5TUGTION SCHEDULE
12,900 SF) (96 LF)- 77' 6.0 WITHOUT WIRE BACKING_- _ _I
PERMANENT SEEDING RECOMMENDATIONS: - -- - - ---- "
(11,408 LF) ( 90 LF) 76' I_ BO' WITH WIRE BACKING � Seeding mixture for Summer (April 15 - Sept. 15): 1. ALL LEVEL, CLEARED OR GRADED AREAS 1. OBTAIN PLAN APPROVAL AND OTHER
(10,168 SF) (84 LF) 75' TO BE MULCHED AND SEEDED AS PER APPLICABLE PERMITS.
(9044 SF 78 LF) 74'-
(81232SF) +7EMRORARYFCOL-�") -(74.4LF) -73.4'� Species Rate (Lbs/Acre) SPECIFICATIONS WITHIN 15 DAYS OF
TIE
(7,190SF) (PERMANENT POOL) -(69.6 LF)- 72.6" - Hulled Common Bermuda 100 COMPLETION OF GRADING IN ANY GIVEN 2. FLAG THE WORK LIMITS.
n ,O Id VEGETATIVE SHELF ^ Unhulled Common Bermuda 100 AREA.
(49.6 LF)-72.0' a ^ 3. HOLD PRECONSTRUCTION CONFERENCE
Brown Top Millet 100 2. CONTRACTOR 15 TO CONTINUOUSLY AT LEAST ONE WEEK PRIOR TO STARTING
-b
REMOVE ALL SEDIMENT FROM FENCES CONSTRUCTION.
(BOT7(.)Vf)(292LF) 68.6-) �' I ,� ,� = Seeding Mixture for Winter (Sept. 15 - April 15): AND CHECK DAMS AS REQUIRED BY
O J J ^ F INSPECTOR. ANY COLLECTED SEDIMENT 4. INSTALL SILT FENCING AT LOCATIONS
v v h m Species Rate (Lbs/Acre)
LEFT AT END OF JOB IS TO BE REMOVED. SHOWN ON PLAN PRIOR TO GRADING
M J W Hutted Common Bermuda 100
M O b J J J g. ,� o ¢ 3 y ADJACENT UPLAND AREAS.
a Q = g Unhulled Common Bermuda 100 3. SILT FENCING TO BE INSTALLED AND
LL
J
J ` `LL ` a / I _ - F Abruzzi Rye Grain 100 MAINTAINED SURROUNDING ALL DROP 5, CONSTRUCT SEDIMENT BA51N.
N v iz / / m u DOWNHILL INLETS, CATCH BASINS, AND MANHOLES
_ " n FLOW UNTIL STABILIZATION 15 COMPLETE. 6. INSTALL STORM SEWER PIPING. 5EED
J 4 4 Soil Amendments: Follow soil test or apply 2,000 Lb/Acre ground agricultural limestone and SEDIMENT DA51N SIDE SLOPES AND
\ RQ ` BURY' FABRIC 6^ MIN \ ��. 1,0DD Lb/Acre 10-10-10 fertilizer 4. SEDIMENT FENCES AND CHECK DAMS INSTALL ENERGY DISSIPATION DEVICES.
ARE TO BE REMOVED FROM 51TE WHEN
` N O M 4 BURY FABRIC
M BURY r-6^ Mulch: Apply 4,000 Lbs/Acre wheat straw. Anchor straw by tacking with asphalt, netting, or GRASSING 15 ACCEPTED AND 7. ROUGH GRADE SITE.
v STABILIZATION 15 COMPLETE.
^ a mulch-anchoring tool. A disk with blades set nearly straight can be used as a mulch-
WOOD PCST4 8. COMPLETE FINAL GRADING AND
-o
anchoring tool. 5. ANY MATERIAL EXCAVATED WHICH 15 NOT STABILIZE WITH GRAVEL BA5E COURSE.
p .N TO BE USED FOR FILL 15 TO BE REMOVED
^ ^ ^ Maintenance: Repair, reseed, fertilize and mulch damaged and low-germination areas ' FROM THE S1TE UNLESS OTHERW15E 9. PERMANENTLY VEGETATE,' LANDSCAPE
^ J DIRECTED BY TI1E OWNEP. OR ENGINEER. AND MULCH.
m ? h immediately. If growth is less than adequate to provide continuous ground coverage, re-
ANY MATERIAL REMOVED FROM THE 517E
(22.6 LF)- 68.6 -I J fertilize according to soil tests, or top dress with 500 Lbs/Acre 10-10-10 fertilizer and apply MUST BE DEPOSITED ON AN AREA 10. ALL ER05ION AND SEDIMENT CONTROL
o ° ? ground agricultural limestone to attain a soil PH of 7.0. APPROVED FOR FILL BY NEW HANOVER PRACTICES WILL BE INSPECTED WEEKLY
SILT FENCE DETAILS g
(42.6 LF) 72.0 Mrs ER 1.01 COUNTY ENGINEERING DEPARTMENT OR AND AFTER RAINFALL EVENTS. NEEDED
N.C. DIVISION OF LAND QUALITY. REPAIRS WILL BE MADE IMMEDIATELY.
(62.6 LF) 72.6' 5EEDI1IG.PERMRECOM ER.5.05D 6. ANY COLLECTED SEDIMENT IN THE 11. REMOVE ALL TEMPORARY MEASURES
(67.4 LF) (71 LF)- 74' 73.4 SEDIMENT STORAGE ZONE OF THE AFTER SITE 15 5TABILIZED AND
(77LF) 75' SEDIMENT CONTROL POND SHALL BE PERMANENT VEGETATION 15
(83 LF) 76'
(89 LF) 77' REMOVED TO THE MINIMUM BOTTOM ESTABLISHED.
ELEVATION SHOWN ON THE DETAIL.
12. ESTIMATED TIME BEFORE FINAL
ER 5.065 STA13ILZATION - 1 MONTH.
STORMWATER DETENTION POND ER 5.075
Areas and Dimensions
SCALE I 20
LEGEND MAINTENANCE PLAN
77' - ELEVATION MSL
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
1 96 LFl DIMENSION !N LINEAR FEET CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE,
( 12,900 SQ)- AREA IN SQUARE FEET LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY
TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS
78 - TRACKED INTO THE STREET WILL BE IMMEDIATELY
78 REMOVED.
dl/
TOP Of POND BANK = 770 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
ll 0 \// AND BLOCK AND GRAVEL INLET PROTECTION DEVICE WHEN
STORAG76 - /pl4 ll\II) � GRAVELE CAPACITY HAS BEEN APPROXIMATELY
FILLED.WILLBECLEANED OR REPLACED WHEN THE
Vlr 76 - \/// ��� SEDIMENT POOL NO LONGER DRAINS PROPERLY.
IP/ WOOD BAFFLE CONSTRUCTED OF \tll III( 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
2"x 80 TONGUE & GROOVE TREATED l\\(II (/ FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
/\ll WOOD \\\ WING WALL WING WALL Illi MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED
TOP Of BAFFLE = 74.0'
74 - /, _ _ _ 74 _ �l TOP OF BAFFLE_ = 74.0' 18 I 8 I 1% 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8-
STOR46 POOL (FIRS I"R.O.)_73.4 I �l TOP O I �l FOOT STAKE SPACING.
- - - \\ STORAGE PAL = 73.4'
\llrr I I 6 x 6 I I� DAM - 72.8 \'l TOP OF RIP RAP il� 5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE
\\ PER N_EN_T POOL 72.6 POSTS 4"x 4" j1\/ FOREBAY DAM = 72.8 LEVEL OF SEDIMENT REACHES 2.0 FEET BELOW THE TOP OF
I I I lO O.C. PERMANENT rra = 72.6 - _ 11
l\`i/ SUPPORTS Ill 111 z� THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN
0 VEGE ED SHELF = 7 : 0 D 11 VEGETATIVE 6 I THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
72 - i�j\\\/ - - - - - - 0 72 - ���� �,, SHELF = 72.0 ( _ o
;II llr//tt 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
//r I NECESSARY, AND MULCHED ACCORDING TO
p� ill 5.4' II( SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
70 - rr/ SET BOTTOM 5.4'
\ OF BAFFLE (MAX') 70 Ill/ II(/ STABILIZATION NOTES
4' MIN. AT POND
POST \\%/ BOTTOM Il
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF
BURY 1l� I POND BOT = 68.6 dr/ P00 CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES,
/ /// l�r// \`r l\ /// ,l/r/ I / BOTTOM = 68.6 SWALES, STOCI(PILES AND ANY OTHER UNSTABILIZED AREAS.
1 \\\ l\\ l r l al ///tU/i/l rir i/i�a
68 - 68 -
4.6
4.6'
66 - 66 -
I-
0 l0 20 30 40 50 60 70 80 90 WRIGHTSBORO UNITED METHODIST CHURCH
64 - GYMNATORIUM and EXPANSION
SCALE I" = 10' HORT STORMWATER POND BAFFLE
l" = STORMWATER POND BAFFLE SCALE I" _ lO' HORT. 3300 NORTH KERR AVENUE
2� VERT
l = 2' VERT. SOUTH VIEW WILMINGTON, N.C.
EAST VIEW
STORMWATER MANAGEMENT
and EROSION CONTROL DETAILS
JOSEPH S. HILL, JR. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
1602 HARBOUR DRIVE
WILMINGTON, N.C. 28401
[phone]
DESIGN JSH
).• :�N� 1• DRAWN
PAT
-iT';• CHECKED J S H
SCALE
AS SHOWN
SHEET
,f,...... 3 of 4
DATE DECEMBER 2002
I Z '31/DZ
n'EV/f�(G/JS

x16' ob ,CONC. PAD
E.LP.
1651 N 8.9° 30' 00°E 200.00' x Y
� •• -<,1,
Tc= 76.8 Tc = 76.8
Tp=76.3 Tp = 76.3
65 x1
6 Z3 N
+'1 1651 it x16g9 x1ro 56
D.l. #4 16. DJ. #2
RIM 75.8 x RIM - 75.8 6se
INV.=74.0 __ 15"0 RCP @ 0.1% (76 LF) INV. = 74.15 )r - -_- --
Sg�Fii■-- -- - - - RC _ _ - - --- - ■ 1y91k
1 8 / p�0 I °i
x165a x A,Jr..
PUMPHOUSE�S�i `1 1 T\ z
p x yy
O 16'
v n1 I \\N
qj D.I.#5 I
I I I \\o Tc=76.8' 76 O
�O RIM= AI1I c.,
INV.-9, I I I Tc=76.8 I I \\ Tp=76.3 , O
73.9 II Tp=76.3 m I I 1635 1631 \\\ D.l.#I N
3 Tc=76.fi Tc =76.8 "' D.l.#3 x x \ RIM=75.9 \O
� Tp=76.1 +76.0 TP= 76-3 � RIM =75.9 'D• ,d � 4 e'� \\.INV.=742
III INV =74.04 C"C.
y'A1F1"A
ENCE 16a �. PAD . . e x16 , 1
rjo
1 I 16p6 Jr-
x16a ' W
x16y5 O I I f I LP144y1680
NOW OR FORMERLY I I^ 77 STORAGE
- 16ae STOR
OP-/7 MIST CLUB OF CAPE FEAR IJ 1�19 ((�
WELL
BOOK 830, PAGE 408 I o I Ito © l ISO
i' 8"TREE '1 ^j�llllkl�SA 16.60
PROPOSED I l
eA, LP GAS PLAY AREA
x 1 TANK
�.IpK � Tc = 76.9 ',� '
x Q: I Tp= 76.4' , \
6e Tc=76.6 '� '
111 q 16 Tp=76.6 66I 16 62 16 61 x16 g5 x 16.0 15 65 \\
x I x1 �1 x
77 16 6\ I ° 15-
76 I I I� EXISTING / 76 PP W/
CLASSROOM / cur 1 9
jr
\ I III BUILDING 169A 155A k
5Q
5 �xIAC
n 1e� o n 111\ I k� UNIT 1\ ` - 5.& 511 1515 -
E1.P N 890 30 00 E 100.00 e�Px N 89 30 00 E 100.00 E1o\ 196 ,, _ _ - - ICI _ _ x1E, 0 o --
• eyo _ 7 T �16 �II ONE STORY Tp=76.3' 1y1\ N 60.00, 0 E
x1 78 ' � II •
77 1 II WOOD FRAME
76 ONE STORY 76.34 69
75 FF= 77.70 _ _ WOOD FRAME 660 15
74 73.4 (TP) 73.0 - ,. 6 9\ r FF= 78.90' x0 6 _
72.6 (PP) '� 1 x11 L ' �� EXISTING PINE Tc= 76.8 1585
I I i FELLOWSHIP HALL 6y1 Tp =76.3
72.0 \ �J
71.0 III L\ i �{1 / 56 I 19 91
6860.0 113A 112gx x161 AI \\ li r1��11.6- �11 1-xl8' 16 6
PROPOSED RIM=75.9 II 90. Tp=763 g\k lI I Ix163 15. Z
GYMNATOR/UM NV=73 7 !�:6 I �' - Tp_ 76.4'
V
e '- `. '} r 7s.4'
760
o 1\ TP- 76.6� 76.0 `k\1\ 7 9 x016' 15 6J"'76
'° E�pp,p FP = 78.5 �� c° I I 24b a 000dd°w �g '� oo�� 666 I 31 P! O/t 11 A ® OAK° °° °O I°OI�°!•'+ ° x11 '� x16 DI. #7 - 1 $ EXISTING SANCTUARY �° 6Eli
■RIM= 75.9 xI I UNITS 160 LEGEND
\ 5 /INV. = 73.65 ',
°', +72.8 0;8 �°e°�0gyog'kl„��l O ,�,j 2B 115o rR� 1� I I � ONE STORY co PPOsr , � v'
1g 05 �B836ro`ee �a�l°°6o I g � 1 y2 p 4,p,),rL
Tc= 76.9 I
x °84°DD8 D /p°eD°l gDDB I +1 Orp=76.4; �� I I I ® WOOD FRAME 62\ _! �I I FP = 78.0 DENOTES TOP OF EARTHWORK
lK yIOD D I 1 �
g5x > esS,ell ybol ° N QI I FF = 80.00 g ni
1 nl ■D.I. DROP INLET
A go
O x115 7 k16 �I I 5 x I 21 c---- STORM SEWER PIPE
p W / BOX - 61� T613 �I +76.0 166 16
ON 10 0 O x16 A9
DIRECTION OF SURFACE FLOW
m Q ^ ^ n 1139x ,� I 1621 Tc = 76.8' TOP OF CURB ELEV.
o 11. 5 5 �I 1 q5 W T - 76.3 TOP OF PAVEMENT ELEV.
x 6' P - \
I 2 \ I
E. 1.\5 � � x16 1 III _ 6
p 68.6 ^I , IQ 1 i ° ( �I 1 DII#Mg 75.9 �- 35� I x1985 8 162y x16" 0Z +76.0 FINISH GRADE ELEV.
19. _ SANCTUARY RIP RAP p
O 70 I 1 v HC 1 INV. = 73.55' I 6g I _ - ADDITION
O 71 Q �i 6 x 16 Tc=76.9 I _77 1 26 110$ i
° 72 INV. = 73.1' 1 �; vI 116y I rp=7s.4' "- -� ` 1 k 00 16�5 TREATED WOOD POND BAFFLE
O 1 I C 15 CY RIP RAP = $I 1 '
11 y 65o I I I I x I +I RISER ATER d SEDIMENT CONTROL
2 72.6 1 HC k1 °I I I Tr=76.9 1e1A 11 a\ Tc= 76.9' I RISER
Tp= 76.4 cc
74 73.4 11 II Tp=76.4 - 1100 - 3 - - r16�a - x1650 1635
75 11 o Tc= 76.9
a I i I HC FTC qa
76 \\ D Tp=76.4� 2 ax- -- .k16" lyl
77 1 II Tc= 76.8 \1 x16.6 I 1681 Tc= 76.8 mII16q 69 1691 \
q9 Tp= 76.3' 11 �I I M 5 T = 76.3 19 1 x Tp 76.3 =,°I I Tt= 76.8 ,6 51 x \ 16?\
6' 9 u l ly 1 9 6 I I Tp=76.3' 111 16_ 1 {ryJ-G .•!,1�.
x1 167,9
62 �°1� III t 6 t163 I \x165 LOT 6 LIvD�/s �a;y
LOT �13 LOT JI GRAVEL PARKING x
�1 -�111 24",PI R:P 0.2%--(60 IF) LOT4"� 4RCP a�1 0.21p (60 LF)_ 24"y1 RCP�0_I5�/o - _ (92 LF) I I_ _� _�-15" I1_RCP a�_ 10.25% (96 LF _ ___ \ 5`- 16\5 y\
_ -■------- ----- -- ---_-_ - - - - ----■ 0 16
1^ ■--------- -------■- --- -- --- --------■-- ------- - a--- - - - 1 Q)
u� D.l. # 13 +76.0 D.J. # 12 �- + 76.0 D.l.# ll , �- +76.0 k1g0 -� D.I. # 10 76.1 D.l. #9 k W
RIM = 75.9� RIM = 75.9 1
RIM= 75.9 RIM = 75.9� RIM =75.9 , ,
o��m INV. = 73.15 INV. = 73.25' I INV. = 73.45' 16� i - k1632 \
INV. =73.35'/ INV = 73.7'
- _ x Tc = 76.9 6A
Tc= 76.8 11„ - - - - - --
Te - 76.2 1 I ' Tc=76.i Tc=76.7� 1 � \ x16 Tc=76.7 Tp = 76.4 1
x16 a0, x156 Tp=76.3 Tp=76.a ` / x160A Tp=76.2 1 W Rl 3300 ONORTHNI KERRMAVENUE CHURCH
I f I 5 WILMINGTON, N.C.
1 Z
Tc = 76.9 ' � 659 }1655 110 1625
Tc= 76.9, Tp= 76.4 --LL ` Tp= 76.4 60'
Tc= 76.9 I
Tp= 76.4 Tc= 76.9 01 T - 76.4' Tc= 76.9 \ Tc=76.9 \ Tc=76.9
Tc = 76.9 1 A T 76.3 16' A\ P i Tp= 76.4 76.1 00 Q q6 SITE DRAINAGE 8
y55 T = 76.4 + 76.1 156`� �1 ,6s P= x OHP 16 OHP I Tp=76.4 HP TP=76.4 1. Q 6. F
- _A1690- £/P -OHP o I x ° ' E.I.P N 89° 30 00 E 100.00 E.Iv N 89 3000E 100.00 N 89 30 00 E \ 100. 0' 76-- E1.p x1l oHP STORMWATER MANAGEMENT PLAN
n l ° , n l ° n 1 1
N 89 30 00 E 100.00
11 x151g I IZ\ 1y I BULKTEAD y 62
11 105 g1 I \6 x16 2 16' 1 eA ', _ - X1 5\f5„Rc JOSEPH S. HILL JR. and ASSOCIATES
20 CY RIP RAP ° INV. = 7z.o; BULKHEAD-mot/' x15 l8"CMP - . _--__ i--_ - 15 Z_ _ - _ - - !g CMP - - i - _ k 6_ - i ' 6 - P CONSULTING ENGINEERS and PLANNERS
24"0 RCP 0.05/o U . .. ------ - - ---- - -� _{� -- - - - - - - - - - - - - - - - - - r -� 'I65.
-- -- - @- -- ----7 - . . .. . . . . .. q0x� ----- - -/ x i x , , --- - x 1602 HARBOUR DRIVE
- 1552� C--O - - (60 LF) -- - -y3-� - 20 CY RIP?AP 6Q 16 1535 ,� / \ \` � R'I' , 15 Ag , -��6�1 65 \ AOx i ��.1620 NWILMINGTON, N.C. 28401
x o 1y' x15' INV.= 72.02' x x ,76\ RIM_ 75.22-- - -- - - _ x16 B6 ly5y ��INV. = 72.32'76 (9/O) 799- /544
INV. = 72.08'� h INV.- 72.02' A e9 / _ INV_ - 7/.6l /
1x16 •�' INV. = 72.17 !> DESIGN
JSH
a 5 x112 ••� \ IkS` `�N...GAR�''4J
\ \ e -- x a ,...J.I Y '! •� DRAWN
3 6Q�� 163 165\ 16i \ 161 16. - 6 - -- ---77 - 86 ? �� ..........
, /�'b PAT
165 x 1 X x x x x169 - 16.
x p' ' ' - 4 1 �' CHECKED J S H
L9y83 R SCALE
s F e i ate, I 20'
`�•. hGV%
NORTH KERR AVENUE 0001 RIW) sFF�l•. ...•wX f,,' SHEET I of I
....0..� DATE
1213110Z DECEMBER 2002
REVISIONS
5