SW8970108_Approved Plans_20081208

LOCA TION MAP
POND SUMMARY:
NCDENR/DWQ PERMIT # SW8-970108
1. IMPERVIOUS AREA PERMITTED
91,476 SF (21 ACRES)
2. NORMAL POOL SURFACE AREA
5,563 SF
J. NORMAL POOL ELEVA71ON
36.27 MSL
4. POND DEPTH (DEEPEST POINT)
6.22 FT
5. POND BOTTOM ELEVATION (DEEPEST POINT)
30.0 MSL
6. ORIFICE INVERT ELEVA71ON
36.22 MSL
Z WEIR CREST ELEVATION
JZ69 MSL
8. STATE STORAGE VOLUME
7,386 CF
9. 6 FT VEGETATED SHELF
N/A
10. 10 FT ACCESS
N/A
11. FOREBAY
PRESENT
12 PRIMARY SPILLWAY ELEVAT1ON
JZ69 MSL
13. EMERGENCY SPILLWAY ELEVA710N
36.00
14, EMBANKMENT ELEVATION (LOWEST POINT)
39.0 MSL
15. ORIFICE SIZE
2 INCHES
16. WEIR CUT CREST LENGTH
0.8 FT
1 Z SIDESLOPES (TYPICAL)
J. 1
18. INV. OF PIPES FROM OUTLET STRUCTURE
36.27 MSL
STATE WATER QUALITY POND CONSIDERATIONS -
SURFACE AREA REQUIRED = 3,126 SF
SURFACE AREA PROVIDED = 5,563 SF
1'STORAGE VOLUME REWIRED = 7,363 CF
1'STORAGE VOLUME PROVIDED = 7,386 CF
1'STORAGE DRAWDOWN 77NE = 1.08 DAYS
EMBANKMENT TOP = 39.00
EMERGENCY SPILLWAY EL = 38.00 STALE STORAGE = 7,386 CF
TOP OF RISER = 38.22 / 0 ELEVATION 37.41
IN RISER) = 37.69
15"CMP
fi
�\
IE= 36.27 //\\ TTOM L= 30,00
AS -BUILT EMBANKMENT SECTION
NOT TO SCALE
NOTES
1. SURVEYED PROVIDED BY PAUL TALBOT, PLS
-INFORMATION TAKEN FROM 'POND ASBUILT for CHOATE INVESTMENT, LLC'
-JOB 10872
2 ALL DISTANCES ARE HORIZONTAL
J. ELEVA77ONS BASED ON NGW 86
4. THE MAP IS NOT FOR RECORDATION, CONVEYANCE, OR SALES
AREA 0 EL- 37.69 = 7,452 SF
37.41 = 7,193 SF (1' STORAGE)
VRED_ = 7,363 CF
IDED = 7,386 CFI
AREA 0 EL= 36.27 = 5,563.09 SF 1 lftftft- _ft.. _­�
_
AS -BUILT WET DETENTION BASIN DETAIL
SCALE. • 1"= 10'
EL= 38.22 RISFR TOP
INV= 37.69 5" NO/ F.S
WSEL= 36.22
In ,2" DRAW DOWN PIPE
AS -BUILT OUTLET STRUCTURE DETAIL
` NOT TO SCALE
-FOREBAY SURFACE AREA 0 EL= 36.35 = Z140 SF
FOREBAY MIN. VOLUME REQUIRED = 2,199 CF
FOREBAY VOLUME PROVIDED = 3,659 CF
Choate Investments, L.L.C.
DB 2097 Pg 712
10 FT
NATURAL GROUND 8 FT{
TOP OF EMBANKMENT ELEVATION = 39.0
EMERGENCY SPILLWAY ELEVATIONEMERGENCY SPILLWAY ELEVATION = 38.077
7\/- / / !i// ®ELEVA ONI' STORAGE VOL37.4f 7.386 CF
BASIN BOTTOM ELEV. = 30.0
AS -BUILT WET DETENTION BASIN
EMBANKMENT SECTION
NOT TO SCALE
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
08-PAC- Zoo 8
TOP OF EMBANKMENT
7.75 FT ELEVATION = 39.0
ELE'✓. = 38 0
\ �\//�/�\/ \\ ,\•/. \//� / E " �aNE`lE SPILLWAY
AS -BUILT WET DETENTION BASIN
EMERGE NCY SPILL WA Y
FRONT VIEW
NOT 70 SCALE
v TO be 7U T Q_
1
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SEP 0 3 2008
DWQ
PROD # S("J 9 Q%10 8
COASTAL
SITE
DESIGN
ENGINEERING
LAND PLANNINC
COMMERCIAL / RESIDENTIAL
P.O. Box 4041
Wilmington, NC 28406
[phone]
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DATE. • 8-21-08
HORZ. SCALE: 1` 10'
VERT. SCALE. • N/A
DRA WN B Y.• JSM
CHECKED BY- HSR
PROJECT NO: 07-0173
DRAWING N0: 07-0173 POND.
Sheet No. Of

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R= 18' (MIN)
, 8,50
-------------- 9- i'
i
� —EXISTING CATCH BASIN �' \
EXISTING BLDG, ---
i _ FIN. FLR, ELEV = 40,8 ----
\_ PR❑VIDE NEW LPNDSCAPING - TYPICAL AT
EACH END OF ALA NEW PARKING AREAS, / �' �'�_- --38---''
CONSULT WITH LANDSCAPE ARCHITECT AND/OR ---
LOCAL NURSERYMAN, FOR DESIGN AND SELECTION
OF PLANT MATERIAL, ; ---
rEXISTING
I '
SW DETENTION
�.._..TYP, PARKING LAYOUT __ I ----
POND
SCALE, 1'=20'
/�i� — `\� \ �-•._ _ _ EXISTING 15' DIA, DISCHARGE PIPE TO BE REMOVED
I
135.00' INDICATES DIMENSION TO BE / ' ` — — — \ \ \ / �'•
VERIFIED BY CONTRACTOR, - - - - - - - - - - - - = - - = _ = � = - - -- -- — — - W -- —
o�9 W------------ W------------- W------------ -- W---
------ -----------------
50' WIDE UTILITY EASEMENT
EXISTING 6' WATERMAIN i
EXISTING 8' SANITARY SEWER I
EDGE EXISTING PAVEMENT
SYMBOL
----ao---- COWOUR OF EXISTING GRADE
- - - - - - - EXISTING STORM DRAIN PIPE LINE
- — — - PROPOSED STORM DRAINAGE
® EXISTING LANDSCAPED AREA�...r--yp TR H
PROPOSED LANDSCAPED AREA / \ A°
----------- LINE OF EXISTING PAVEMENT / `" '`� ""'""" \ \
WIDEN EX. ENTR• TO KEEP EXISTING
4' (HIN) FROM HYDRANT ENTRANCE'.'.':.'.'.'.f PRO)❑SED PAVEMENT AREA \
40.00.001
PROP. ENTRANCE
/ . EkIS7. \ \
1, ALL CONSTRUCTION AND INSTALLATIONS SHALL BE IN EXISTING CONCRETE SIDEWALK �' *G
PARKING SPACES
ACCORDANCE WITH THE CITY OF WILMINGTON 'TECHNICAL D
STANDARDS AND SPECIFICATIONS MANUAL' DATED JULY 1996, ' "";<n 2�: PROPOSED CONCRETE SIDEWALK r---'-- --------
EXISTING �
....................................
.....................................
.....................................
...........
......................
NEW SPACES -. = 44 2. THE CONSTRUCTION DETAILS FOR CATCH BASINS, PIPE BEDDING, ••••.•................................... :.._::::
AND ALL OTHER ITEMS OF CONSTRUCTION SHALL BE IN
PAVEMENT PLAN ACCORDANCE WITH THE STANDARDS LISTED IN NOTE 1,
SCALE, 1'=40' / ::?'r:::::::::::::::::::::::::::::::::::::::: :::::::. ::...::...::....:.....::�: :: . \
::':`.:I::::: r::::::: MODIFY EXISTING CATCH BASIN
':.:..:.................::::::: ;:::.::::::::.:::.r.::.. }:::: :}r?:ii:i:i:::'::.ir7:f:::::r .._ ..—.._.. r-----------r-----------1 �•
NOTES ::.::::::........................................... .
............................................................................. .......
.... .
1• THE FOLLOWING AGENCIES HAVE JURISDICTIONAL AUTIORITY i'
REGULATING THE DESIGN AND CON % /
...............
......................
CONSTRUCTION OF THIS PROJECT, 8�
.. .........
THEIR GUIDELINES, POLICIES, AND REGULATIONS ARE NCRPORATED ,i-•.., l ?::.ti ?:i(i 4"< PROPOSEDIN THESE DRAWINGS, BY REFERENCE, / ----
:.::"; BUILDING ; EXISTING BLDG. )
>::::::::'::::::; �. ADDITION;'
1A, THE CITY OF WILIMINGTON, NC. ----
EDGE OF 10' WIDE i r,:r.:i:.ii:":::: --' ---- /' I
1B, THE NEW HANOVER COUNTY CNC) ENGINEERING DEPARTMENT, MAINTENANCE STRIP , �f.....:' :y: ~i':'::':'::: '"" '
1 .;....r ` �� REMOVE EXISTING PAVEMENT ---
/ \ \ ° :ri `r:r:rrrr:_...-------L \ I
1C, THE STATE OF NORTH CAROLINA DEPARTMENT OF / / PROPOSED :' - -.....
F❑REBAY :.Y�..;:::::;::::if. I ENVIRONMENT, HEALTH, &NATURAL RESOURCES, , ;' ,\ EXISTING STORM DRAINAGE TO BE REMOVED
DESIGNER'S CERTIFICATION( ' ``: > :.::;::::::;;� I --- ---
FOR ANY DESIGN DETAILS NEEDED, BUT NOT SHOWN IN THESE �.
---
DRAWINGS, CONSULT WITH THE APPROPIATE AGENCY. ,
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE
M❑DIFY EXISTING CATCH BASIN
WITH "HE LATEST WILMINGTON STANDARDS FOR STORMWATER MANAGEMENT AND
CHAPTER 20 OF THE CODE OF RDINANCES OF THE CITY OF WILMINGTON• / ' � : .� `. �:•, ..: >•~?.^.y..;��,-7,, ;�-• .Ms��}.:5 .�L•'
2. THE EXISTING SITE CONDITIONS, INCLUDING ALL BOWDARY \` �- — — \• : ;.:;::: ,:.: t
AND TOPOGRAPHIC FEATURES WERE TAKEN FROM REFERENCE
DRAWING NUMBER 2, LISTED BELOW, THE DESIGNS FOR THE \` / PROPOSED
SITE IMPROVEMENTS DATED REFERENCE DRAWING NUMBER RI 3PROJECT LISTED B WERE BASED UPON THE \ j DETENTION .y :`::•:: :;:;':• .$:;_::_ ``- — _
BOB G. JACOB$ PE FLOW, / � � ........._. .. �
NC REG• NO. 13614
:\ .1 POND .. «' . '_. HZET T_lt1t�:.:{_::. a"_..-o-.._..-.._.._.._.._.._.._.._.._.._.._.._.._.._..� I
::..... .....
REFERENCE DRAWINGS / ----- \ / ': _ ;: . . PROP WATER & SEWER SERVICE C❑NN. : I
2A, BALLARD, McKIM &SAWYER -PROPOSED WATEF =.... is EXISTING 15' DIA. DISCHARGE PIPE T❑ BE REMOVED
AND SEWER EXTENSION - U-1, ST. JAMES VILL,GE - / �' �� �' �, , _ , , — • • — , , �' ; k\ .:F_,_.. :::;; i i i i i i i i i i i i i
SITE PLAN - 6111/84. \ :• : , I I
OWNER'S CERTIFICATION= _...... 1 '�_i-1--!--�-y- ' -L-i-
2B. HONEYCUTT ENGINEERING CO, ST• JAMES DECORATING / t' \ T >':
CENTER, SHEET 1 OF 1 - SITE PLAN - 2/20/% REVISED • — — — — . T MODIFY
EXISTING CATCH BASIN
_— __ __--------
I HEREBY CERTIFY THAT ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, __ •�.
OR ALL OF THESE, WILL BE DONE PURSUANT TO THIS PLAN, AND THAT THE APPLICABLE — W o ---- W------------ W ------ ----- W------- --
__ _— — — — — — — — — — — — — — — — — — — — — — — — — — —
STORMWATER MANAGEMENT CONDITIONS AND REQUIREMENTS OF THE CITY OF WILMINGTON, THE 2C, DUDEK CONSULTING - SITE PLAN, DATED 9/05R6,9/05/96 s 1 — W ---------"------- W ------ac ----------------------
I
� STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES ARE HEREBY br � �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
— — — — — — — — — — — PROP 15' DIA. — '— -- — — — — — — — — — — — — — — — — — — — — — — — —
i M PART OF THIS PLAN, 3. OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, ND LOCAL DISCHARGE PIPE i EXISTING 6' WATERMAIN i
ORDINANCES WHICH PERTAIN TO THIS TYPE OF CON:TRUCTION• I
EMERGENCY SPILLWAY EXISTING 8' SANITARY SEWER I
SIGNATURE
4, THE CONTRACTOR SHALL LAYOUT ALL WORK IN THE FIELD PROP JUNC, $❑X a EDGE EXISTING PAVEMENT
PRIOR TO CONSTRUCTION, AND VERIFY THAT ALL COMPONENTS
OF THE SITE IMPROVEMENTS WILL PROPERLY FIT, AN) FUNCTION EXIST. ❑UTFALL LINE
AS INTENDED• NOTIFY THE ENGINEER IF ANY DISCREPANCIES PRINTED NAME AND TITLE SITE DEVELOPMENT PLAN
DATED ARE FOUND.
5• FIELII ADJUSTMENTS MAY BE MADE IN ORDER TO ATAPT THE SCALE: 1'=50'
EXISTING SITE C❑NDITI❑NS
SCALE, 1'=50'
(VENUE
DESIGNS TO ACCOMMODATE FIELD CONDITIONS, VERI'Y ANY
SIGNIFICANT CHANGES WITH THE OWNER, AND/OR EIGINEER,
PRIOR TO CONSTRUCTION•
6, NO JURISDICTIONAL WETLANDS ARE KNOWN TO EXIT ON THE
PRESENT SITE,
kuV
_JL-� Z�-, lq?7
W / d' C(2e-7L, /
L OLEANDER DRIVE
DRAWING LIST
REVISION NOTE 21 DRAWINGS C-3 AND C-4 CONTAINS MINOR REVISIONS
C-1 PROJECT INFORMATION TO DETENTION BASIN ELEVATIONS, DATED 03/20/97,
C-2 S EPARATD7N AND EROSION CONTROLSi(JOf IN SL''( 'At'�DRAWINGS 2-1,
VICINITY MAP C-3 GRADING, WATER AND SEWER CONNECTION PLAN C-2, C-3, AND C-4 REVISED AS F❑LL❑WS102/15/97
C-4 STORM DRAINAGE PROFILES AND DETAILS NOTE NO, 6 ADDED, ❑UTFALL PIPE AND RISER STRUCTURE REVISED, '—
(NOT TO SCALE) VEGETATIVE SHELF ADDED TO DETENTION BASIN, WATER LEVEL IN
�G,s -f­5 PJLbI L;rs r7I z }-A7 DETENTION BASIN RAISED, AND ACCESS ROAD REVISED,
�v,: 7�?4•/ °3Z-_��t_�S�D ?o � :����` %S �u1L..t• G� a >�� �l� P�F
STATUS OF DRAWING DRAWING REVISIONS T � _� r- �-���-�- � ��- � �
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COPYRIGHT DECEMBER 1996
BOB G. JACOBS, PE
O CONCEPTUAL
DESIGN ONLY
1,
/----
/96 ,
FOR REVIEW
PURPOSES --- /---- /96
2,
3,
/----
___/___-/96
/96 ,
,
O PRELIMINARY DESIGN ONLY
12
FOR REVIEW
AND APPROVAL /_21_/96
5'
- /____/96 __
,.
APPROVED FOR CONSTRUCTION, Q2 / 15, /97
BBB .JAC�BS CD
CIVIL ENGINEERS LANDSCAPE ARCHITECTS PLANNERS
4600 CENTRAL PARKWAY, M2 MYRTLE BEACH, SC 29577
TELE, 803-449-2591
I H15 DKAWINLI, NLJK
ANY PART THEREOF,
MAY BE REPRODUCED
WITHOUT WRITTEN
AUTHORIZATION BY
BOB G, JACOBS
C & S PAINT EXPANSION
SITE IMPROVEMENT PLANS
PROJECT
1096NC
SCALE
AS SHOWN
DATE
12/21/96
PROJECT INFORMATION
DRAWING NO,
C-1
OF
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1010, 5,0' 13.5'
w EXISTING MAINTENANCE LANDSCAPE
MOUND I STRIP STRIP 12,0'
40,0'
1,5' VEGETATED VEGETATED
SHELF SHELF BEY[
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13,5' 5,0' 11.25' 11,25 5,0' 10,0' 5,0' w
LANDSCAPE F❑REBAY LANDSCAP MAINTENANCE A
1.5' 12,0' STRIP STRIP STRIP w
(BEYOND)
ELEV = 40,20 3 TOP ELEV = 40.00 TOP-ELEV = 40.(0
ELEV = 39,51-li _.._.._ . „STORM WATER LEVEL_- ELEV_ 38,70�- -
/ / -"WEIR EL
WELEVATI❑N VARIES - SEE GRADING PLAN
19'(+/-)
VEG, SHELF 6 PERM, POOL LEVEL= ELEV = 35.95 _� -_ 37,44
EDGE ELEV = 35.65`B' �k ELEV= 34.50
CAVE @ CL SHELF)
,
7.5 2,5 ?�� ��� 2,5 WEIR WITH RIP RAP
EITHER SIDE - SEE
DETAIL SHEET C-3
NOTE: WEIR BOARD
MAY BE ❑MITTED,
BOTTOM POOL
ELEV = 28.45 BOTTOM SEDIMENT, STORAGE
ELEV = 27.95
w
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CITY STD. CAST
IRON METER BOX
TYPE 'K' SOFT
COPPER TUBING
CONNECTION AND CORP PER CITY SPECS,
TYP, SECTION @ CENTERLINE DETENTI❑N BASINS
NOT TO SCALE
75,5'(+/-)
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CONNECT TO BUILDINGCL
/ PLUMBING
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WATER METER AND FITTINGS
PER CITY STANDARDS
WATER SERVICE C❑NNECTI❑N
NOT TO SCALE
FOR JUNCTION BOXES
PROVIDE MANHOLE
FRAME AND COVER - USE
DEWEY BROS. # MH-RCR-201
CONC. BASE 1
BELOW -EXTEND
6" BEYOND WALLS � � WORK POINT IS INTERS,
ON ALL SIDES I gF CENTERLINE OF PIPES
OMPENSATE FOR CURB
INLETS AT CURB LINES
11 I.
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6'1 (TYP)
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FRAME AND GRATE
DEWEY BROS. # CH-BN-3A
USE MH FRAME AND COVER FOR
JUNCTION BOX - SEE NOTE
1L
3/4' PLASTER
ON 8" BRICK -
WALLS
LANDSCAPE MOUNDS - SEE NOTE 4
24'
4' 12' 12, 3' 15' BASIN F❑REBAY
EXIST, GR, EXTR, C❑NC, CURB
`' � ILI -; ! 1_ - - - _ _ 1-1/2' ASPH, SURFACE (1-2)
=1 i I-_,
6" CRUSHER RUN ( I' f=1 I_i ; ,!'-' I`1 - 3
STONE BASE COURSE EL= 40,50 �1
INV, CROWN
TYPICAL PAVEMENT SECTION
NOT TO SCALE
NOTE A
MINOR VARIANCES FOUND IN SPOT ELEVATIONS SHOWN - VERTICAL
191(+/-) 75,5',+/-) DIFFERENCES FOUND TO BE NOMINAL FROM SPOT -TO -SPOT, AND
z Aii i o DRAINAPF, AREAS AND DRAINAGE PATTERNS FOUND TO BE NOMINAL TO PLAN PROPOSED,
o- 2 (+/-) 2 (+/-)
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i--':.
CITY STD, WATER
VALVE
"C❑"
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_.'40,e�
\ \
1/8 BEND
BOX &COVER
MARKED
CONNECT
PLUMBING
T❑ BUILDING
n
i
4' DIA, PIPE AND FITTINGS TO
TO BE
CIP OR PVC
-4" TAPPING SADDLE,
TEE ❑R WYE
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.40.40
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40.30 40.30
40,40,
F-T- T--I--1--7- -7
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1
SAN, SEWER CONNECTION
DETAIL40.90
��� .
40,60
---
__
/�
,
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NOT TO SCALE
/ /
-
__
\_'�-
/
r__
I IF
I
EXISTING
DUMPSTER PAD
• 40.23
-
TYP>
0.75 / _ 40,50 `., �,
33.50' (TYP) - i' - / "�
\'
39.75
39,50
/ -..-
LINE C
.-..-..-..-.
/
-..-.. _p k_' '
-..��
._. -..
•40.55 /
MODIFY EXISTING CB
40.7�
40,5
PROPOSED
SPOT ELEV - FIN, GRADE (SEE NOTE A)
3�
PROP, FIN.
GRADE CONTOUR
EXISTING
GRADE C❑NTOUR
k------
EXISTING
STORM WATER FLOW LINE
k-'" ' ' ""
PROPOSED
STORM WATER FLOW LINE
- - - -
EXISTING
STORM DRAIN PIPE LINE
PROPOSED
STORM DRAIN PIPELINE
]PROPOSED
LANDSCAPED AREA
- - - - - - -
LINE OF EXISTING PAVEMENT
EXISTING
CONCRETE SIDEWALK
•'; ;:- `°�'
PROPOSED
CONCRETE SIDEWALK
.1 NOTES
4o•1e
i'
/ / / / / , • ' 1 ... $a.�j \ \ \ PROP / EXISTING
•' - _ ADD ON BUILDING
\\ \\ �I i • oz5 l 1. ALL CONSTRUCTION AND INSTALLATIONS SHALL BE IN
22,00' i --- ACCORDANCE WITH THESE DRAWINGS AND THE CITY OF
Ta DR f / 1 ao•1a ao,1a WILMINGTON STANDARDS AND SPECIFICATIONS MANUAL
APE EDGE OF 10' WIDE /I �/' ' °� , I f - - - �� \ \ ./ DATED JULY 1996,
MAINTENANCE STRIP / \ e. RIP RAP AT FES
-CONCRETE COPING / AND WEIR -SEE _ V. �' _ _ - _ _ _ _ _/ 1 REMOVE EXISTING 2, FIELD ADJUSTMENTS MAY BE MADE IN ORDER T❑ ADAPT THE
NOTE 3 /` I DESIGNS TO ACCOMMODATE FIELD C❑NDITI❑NS VERIF A
LANDSCAPE MOUNDS / i I '. - -
SEE NOTE 4 / / //_\ -- I ,',./ `'� . . 39,z5�� a000
/ �' \ I.
r
• /� / \\ //,' i •, �'. % 039,80 R=301 40.1
GRADE ALL DISTURBED\\` f % : _ _ �. 0•10
<'. a / � AREAS TO DRAIN T❑ ��/ �� � '
/ F❑REBAY AS SHOWN 040.15
=III -III- FORMED CONIC.
C❑NC, BASE FLOWLINE FROM ��� \\ �V
(D,.
SEE NOTE B INLET TO OUTLET /
NOTE A, ❑PENING SIZE MAY BE INCREASED TO
TO ACCOMMODATE LARGER PIPE SIZES -
C❑RBELL BRICK WALLS 1' PER COURSE
(MAX) TO FIT FRAME AND GRATE BASE,
NOTE B+ ALL CONCRETE TO BE CLASS A,
CATCH BASIN DETAIL
NOT TO SCALE
STATUS OF DRAWING
DRAWING REVISIONS
O C❑NCEPTUAL DESIGN ONLY
1,
/____/96
FOR REVIEW PURPOSES
--- /----
/96
2.
----/96
OPRELIMINARY DESIGN ONLY
3,
4,
----/96
FOR REVIEW AND APPROVAL
-1?/-21-/96
5,
----/96
n APPROVED FOR CONSTRUCTI❑N,_
02 / 15-/97
----/96
SECTION
i
R=36'
389-
/ --- .- ----W----------} W---------- --�--W--------\---W-EX--------------$W
I �p ISTING 8' WATERMAIN N
\ 0-- - - _ - _ - - - - - - - EXISTING HYDRANT
\ - - - - - - - - - - -
�A� EXISTING 8' SAN. SEWER L -
----- U(
WIDEN EX, ENTR. TO KEEP
EXISTING MANHOLE Z N 4' (MIN) FROM HYDRANT
Iz H < EMERGENCY SPILLWAY
Lj Pa SEE DETAIL SHEET C-4
�I
I
m
CIVIL ENGINEERS LANDSCAPE ARCHITECTS PLANNERS
4600 CENTRAL PARKWAY, M2 MYRTLE BEACH, SC 29577
TELE, 803-449-2591
THIS DRAWING, NOR
ANY PART THEREOF,
MAY BE REPRODUCED
WITHOUT WRITTEN
AUTHORIZATI❑N BY
B❑B G, JAC❑BS
as
DRAINAGE STRUCTURES Y NY
--- SIGNIFICANT CHANGES WITH THE OWNER/ENGINEER, PRI❑R TO
--- M❑DIFY EXISTING C❑NSTRUCTI❑N,
CATCH BASIN 3, PROVIDE NATURAL STONE RIP RIP FOR SLOPE PR❑TECTION
--- AT THE WEIR BETWEEN THE STORAGE BASINS AS SHOWN ON
THE DETAIL, SHEET C-4, AND AT THE OUTLET END OF ALL
DRAINAGE PIPES, THE OUTLET PROTECTION RIP RAP SHALL
/ CONSIST OF A 6' WIDE x 12' LONG MAT. ALL RIP SHALL BE
6' DEEP, OR 1,5 TIMES THE LARGEST STONE SIZE, WHICHEVER
IS GREATER, PLACE ALL RIP RAP ON NON -WOVEN SOIL FILTER
• \ 1 FABRIC IN ACCORDANCE WITH CITY STANDARDS,
1 4, CONSTRUCT LOW LANDSCAPE MOUNDS IN THE APPROXIMATE FORM
' SHOWN ON THE DRAWING, TO DIRECT THE SITE SURFACE WATER TO
6" SAN, SEWER SERVICE LINE EITHER THE CURB LINES, OR THE DETENTION BASIN F❑REBAY, AS
MUCH AS POSSIBLE, THE SLOPE OF THE MOUND SURFACES SHALL BE
WATER SERVICE LINE NO STEEPER THAN 6' HORIZ❑NTAL TO 1' VERTICAL, FOR EASE OF
REMOVE EXISTING MOWING AND UTILIZING THE LANDSCAPE MAINTENANCE STRIP,
R=2o' DRAINAGE STRUCTURES
JU C, BOX AT EX, OUTFALL PIPE
�CUUE CATCH BASIN DETAIL -THIS SHEET)
I M❑DIFY CB TO JUNCTION BOX
)EN EX. ENTR. TO KEEP
(MIN) FROM EX, C. BASIN
rKur, LNI KANLc
o
Q �
w F_ LL1 LLj
2� J
A�'
- - -__
DRAWING REVISED
03/20/97
- SEE
REVISION
NOTE
2 SHEET C-1
DRAWING
REVISED
02/15/97 -
SEE
REVISION
NOTE
SHEET C-1
c & s PAINT EXPANSION
SITE IMPR❑VEMENT PLANS
PROJECT
1096NC
SCALE
1"=30'
DATE
12/19/96
LM
COPYRIGHT DECEMBER 1996
BOB G, JACOBS, PE
GRADING, WATER AND SEWER
C❑NNECTI❑N PLAN
DRAWING NO,
C-3
OF
3

LENGTH TO SUIT
FIELD CONDITIONS
PLAN
TOP LANDSC. STRIP - EL = 40.20
CREST LEVEL - ELEV = 3945
SW STORAGE LEVEL - ELEV = 38.50 /
TOP CURB
1.00
SECTI❑N
-POND OVERFLOW ELEV = 39.00
8' CURB BEYOND
4' THICK CLASS A C❑NC,
WITH 6 x 6 x 10/10
WW MESH
EMERGENCY SPILLWAY
NOT TO SCALE
STATUS OF DRAWING
DRAWING REVISI❑NS
O CONCEPTUAL DESIGN ONLY
1,
1 _/ 09
_/97 :EROSION CONTROLS ADDED
FOR REVIEW PURPOSES --- /----
/96
2.
/____/96
O PRELIMINARY DESIGN ONLY
12
3.
4,
----/96
FOR REVIEW AND APPROVAL -21_/96
----/96
/____/96
Q APPR❑VED FOR CONSTRUCTION, 02 _/ 15 /97
5.
LINE C
80.00 LF 15' PIPE 89.83 LF 18'
@ 0,46% @ 0.46%
z
I ly i
¢m
WIU
�I - ----- I
-
--=SWWISTE
I I I
= 39.6
= 36.98
2+00
1+00
I TOP = 39240
'INV = 36.20 (IN)
INV = 36.12 (OUT)
I
I
I
I
I
I
I
0+00
f--LINE B
6 3
4.00 LF 18' 94.40 LF IS' PIPE 15' PIPE (EX
PE @ 0.25Y• a @ 0.25% @ 0.427
wz Zz
olw PROP, FIN, GRADE Fitt
a�Ul I x .
TOP PROP. SIDEWALK I W Li
I
�.
..... r
I
�I --�- I ELEV= 38.50_-41--- ,
�I it
�.--
',II
INV,' = �6.44 (OUT)
/ I
i
I i
I
i
BURY ENDS OF
WEIR TIMBERS
i l
I`
I
co Iri I --- -i I -----3 o
I '
I
_ J
I II �
LJ
I
STONE RIP RAP EDGE STONE
//
SEE NOTE 3 - RIP RAP '
SHEET C-3 I I I TOP 5' LANDSCAPE
STRIP
PERMANENT P❑❑L� P L A N
LEVEL
� 12
5.00'
1+00
2+00
TOP = 139.40
INV = 36.20 (IN)
INV = 36.12 (OUT)
0+00
A-1 LINE UPPER DETENTI❑N DETENTI❑N BASIN AND A LINE (BASIN DISCHARGE PIPE)
BASIN PERMANENT POOL
5 8 1 4
�I 34.0 LF I�
I24' PIPE @
w z 0.74Y W
a a Iv ; wlw PROP FIN,
ola a a EXIST. GR. I y
ac n. ci a w TOP15' LANDSCAPED STRIP
III
I
i ST RM WATER�� I.§Tl3_RAGE_L_ li LEVEL; ELEV = 38.50
i I I i
(PERMANENT P[101 I!FVR'I = '45.90 ! i I
ET 1
35.9b
I
I
i
i
I
I
I
I
I
I
I
I
I
I
I
,
I
FL. END S
INV. EL =
24' DIA-
RISER PIPE
i1 ELEV = 28.45 ELEV = 28.45
i
I
! i
1+00 0+ 00
STORM DRAINAGE PR❑FILES
SCALE, 1'=40' (HORIZ), 1'=2' (VERT)
5'-0' SQ, CON(, _\
BASE SLAB BELOW
24' DIA. RISER PIPE
PERMANENT POOL LEVEL
&��1718'
ELEV= 35.90
DIA. DISCHARGE PIPE
12'
a
3
6'
nw.
I `
BOTT, DRAW DOWN PIPE (MODIFIED)
ELEV= 34.90
uj
36' DIA, TRASH
y
RACK W/ DEBRIS
(y
SCREEN TOP AND
PROVIDE 2' CAP WITH
BOTTOM,
1' DIA, PIPE SLEEVE
INSIDE EXISTING 2'
DRAW DOWN PIPE
PLAN
DRAW DOWN REDUCER
DETAIL
NOT TO SCALE
PROVIDE 8-2' DIA.
HOLES EVENLY SPACED 4
AROUND CIRCUMFERENCE
OF RISER PIPE,
2' DIA PVC DISC.
G%
ORFICE LINE TOP LANDSCAPED STRIP
2,50', 2.50' 4' TREATED TIMBER WEIR BARD (OPTIONAL)
T❑P LANDSCAPE STRI
SW STORAGE LEVEL - ELEV = 38,50 _
RIP RAP LEVEL @ WEIR - ELEV = 36.75
_ _- --- ELEV, 36.00
PERMANENT POOL LEVEL- ELEV_ 35.90 --_ -/-
12'
FOR THICKNESS REQUIRMENTS 7NON-WOVEN
BURY FILTER
OF STONE RIP RAP - SEE FABRIC 6' AT END
NOTE 3, SHEET C-32 5 S❑IL FILTER
FABRIC UNDER RIP RAP
1� PROVIDE 6' MINIMUM
CLEAR UNDER WEIR BOARD
STONE RIP RAP FOR P❑SITIVE DRAINAGE OF
SEE NOTE 3 - UPPER POOL TO PERMANENT POOL
SHEET C-3
SECTI❑N
T H E
BOB .JACOBS CO
CIVIL ENGINEERS LANDSCAPE ARCHITECTS PLANNERS
4600 CENTRAL PARKWAY, M2 MYRTLE BEACH, SC 29577
TELE: 803-449-2591
WEIR DETAILS
NOT TO SCALE
THIS DRAWING, NOR
ANY PART THEREOF,
MAY BE REPRODUCED
WITHOUT WRITTEN
AUTHORIZATION BY
BOB GJACOBS
/ I
ELEV= 38.65 SW STORAGE v 1��
LEVEL (CL 2' DIA. HOLES)
/ T
1 ,
r7t rv= as an _ Ttiv P• me noes✓_
E & 18' DIA. DISCH, PIPE
/
ft, z
/
�'\7:PDRAW
DOWN REDUCER DETAIL -/
/
i
24' DIA, RISER PIPE
I 18'
DIA. DISCHARGE PIPE
w
Z
SET RISER PIPE
72' x 72' ANTI-
WITH BOTTOM PLAT /
SEEPAGE PLATE.
wl
6' IN CONC. BASE SLAB /
PER MANE, INSTRUCITONS
a
TOP CONC,- ELEV= 30.00
2.5
7 _J
o
w
#4 @ 12"• EA, WAY N
W
z
/
ELEV= 28,45
i;l
_ _ _ - -/
BOTTOM PERMANENT POOL
NOTE,
SOME COMPONENTS MAY BE SALVAGED
FROM THE EXISTING RISER PIPE ASSEMBLY
10170'
AND REUSED FOR THIS PROJECT,
SECTI❑N
138.80 LF 15' PIPE
40'-15'@ PIPE (EXISTING)
i,esY
15' PIPE (EXISTING)
/ @ 0,39%
W X
I
_-- WU WU
-- I ....................................
.........................
:..::..... I
------�
I
' PIPE (EXISTING)
0.25%
i
I
I; II II
I II
PROP. 39.64 (I
INV 3 .64 (IN) INV = 34R (IN) ---I
INV = 34j 5 (OUT)
INV = 34.77 (IN)
INV = 34.73 (OUT)
1+00 2+00
NOTE:
1. SOME ELEMENTS ARE NOT DRAWN TO SCALE,
2. USE HIGH DENSITY POLYETHELYNE PIPE, C❑RRAGATED
WITH SMOOTH BORED INVERT, OR PVC. VERIFY STRENGTH
FOR PIPELINE COVER REQUIREMENTS.
Ow : oll
STORM WATER FLOW LINES
- -EXISTING STORM DRAIN PIPE LINE
EXISTING LANDSCAPED AREA
PROPOSED LANDSCAPED AREA
----------LINE OF EXISTING PAVEMENT
PROPOSED PAVEMENT AREA
EXISTING CONCRETE SIDEWALK
PROPOSED CONCRETE SIDEWALK
NOTES
1. ALL CONSTRUCTION AND INSTALLATIONS SHALL BE IN
ACCORDANCE WITH THE CITY OF WILMINGTON 'TECHNICAL
STANDARDS AND SPECIFICATIONS MANUAL' DATED JULY 1996,
2, THE CONSTRUCTION DETAILS FOR CATCH BASINS, PIPE BEDDING,
AND ALL OTHER ITEMS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE STANDARDS LISTED IN NOTE 1.
3, FIELD ADJUSTMENTS MAY BE MADE IN ORDER TO ADAPT THE
DESIGNS TO ACCOMMODATE FIELD CONDITIONS. VERIFY ANY
SIGNIFICANT CHANGES WITH THE OWNER/ENGINEER, PRIOR TO
CONSTRUCTION,
4, OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL
ORDINANCES WHICH PERTAIN TO THIS TYPE OF C❑NSTRUCTION,
RISE PIPEPIPE DETAILS
NOT AS-__3UlLT
.I or-3
DRAWING REVISED 03/20/97 - SEE REVISION NOTE 2, SHEET C-1
DRAWING REVISED 02/15/97 - SEE REVISION NOTE SHEET C-1
C & S PAINT EXPANSION
SITE IMPR❑VEMENT PLANS
PR❑JECT
1096NC
SCALE
AS SHOWN
DATE
07/24/97
ME
p�ES\
6
`��e� G•� JAe����
COPYRIGHT DECEMBER 1996
BOB G. JACOBS, PE
PR❑FILES & DETAILS
DRAWING NO.
C-4
❑F
3

olomw NORTH
PAVEMENT PLAN
SCALE, 1'=40'
WIDEN EX.
4' (MDO F
R= 18' (MIN)
. R.Sn,
eXjSTING \ \
Y-
I I I I I I I \
_J \
r—EXISTING CATCH BASIN \
EXISTING BLDG,
/ I
° \ _ FIN. FLR, ELEV = 40.8
\— PR❑VIDE NEW LANDSCAPING - TYPICAL AT
EACH END OF ALL NEW PARKING AREAS,
i ---_ __38_—,,�.�
CONSULT WITH LANDSCAPE ARCHITECT AND/OR
LOCAL NURSER
YMAN, FOR DESIGN AND SELECTION
OF PLANT MATERIAL, ,'� '�� it—'�"� `•.` I
a \ EXISTING / `• i
TYP° PARKING LAYOUT 1 SW DETENTION b-.._ - ----
I I I
SCALE, 1'=20' % \`�\ ��\ i li ` POND j _ _10 i" o_ I i i i i i i i i
`'•_.._ _ 1 EXISTING 15' DIA• DISCHARGE PIPE TO BE REMOVED
,
INDICATES DIMENSION TO BE �/ \� \\\��� \A `� �` '�••o I I i I I I I I I I I I I I I I 1 I
\ \ \ ,•\ I I I I I I I i I I I I I I I I•
�
135,00' / y VERIFIED BY CONTRACTOR, _ �— � ._ — _ • `, — `� _ . � � ''.. •� s
/ _ -- W --- o----- -- W ----'� 9 W--- --_— W ---— -- W-1- -- — -- ---- W -- _— -- — — ---
-------
------------------ ------
-- -- ---
—_
—
0' WIDE UTILITY EASEMENT - - - - - - - - - - - - 1
EXISTING 6' WATERMAIN i
EXISTING 8' SANITARY SEWER °
EDGE EXISTING PAVEMENT
SYMBOLS
EXISTING SITE CONDITIONS
SCALE i'=50'
A
42
EXISTING LANDSCAPED AREA
\ ` \ ,�
PROPOSED LANDSCAPED AREA NORTH
J
----------- LINE OF EXISTING PAVEMENT
PROPOSED PAVEMENT AREA \
PREP. ENTRANCE -
PARKING SPACES 1. ALL CONSTRUCTION AND INSTALLATIONS SHALL BE IN EXISTIN S eI. \
G CONCRETE SIDEWALK �, 51jNG \
ACCORDANCE WITH THE CITY OF WILMINGTON 'TECHNICAL EXISTING SPACES = 61 STANDARDS AND SPECIFICATIONS MANUAL' DATED JULY 1996, :.r. �..,.,,` jJG
PROPOSED CONCRETE SIDEWALK \
...............::::.�:.�::::.........
NEW SPACES = 44 2, THE CONSTRUCTION DETAILS FOR CATCH BASINS, PIPE BEDDING ............I I I AND A- LL OTHER ITEMS OF CONSTRUCTION SHALL BE IN i :�:•'•�:: ••�'�•:�::: '' i I I I 1 I I I I i \
ACCORDANCE WITH THE STANDARDS LISTED IN NOTE 1,
•777--- L----•�—J ; 1 I I I I ,
DESIGNER'S CERTIFICATION,
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE
WITH THE LATEST WILMINGTON STANDARDS FOR STORMWATER MANAGEMENT AND
CHAPTER 20 OF THE CODE OF ORDINANCES OF THE CITY OF WILMINGTON.
ATED 3 11 9
BOB 5. JACCBS,
NC REG. NO. 13614
OWNER'S CERTIFICATIONi
'2R ALL OF TB ESE, WILL AY BEDONEPURSUANT�GRADING, CONSTRUCTION
CO
TO THIS PLAN,ANDTHAT OTHE APPLICABLE
= STORMWATER MANAGEMENT CONDITIONS AND REQUIREMENTS OF THE CITY OF WILMINGTON, THE
1- STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES ARE HEREBY
MACE PART OF THIS PLAN.
SIGNATURE
PRINTED NAME AND TITLE
DATED
AVENUE
E
VICINITY MAP
(NOT TO SCALE)
STATUS
OF DRAWING
DRAW"_\O REVISIONS
0 C❑NCEPTUAL
FOR REVIEW
DESIGN ONLY
PURPOSES
/---- /96
1,
2.
3,
4•
5'
----/96
/----
/----
---/----/96
/96
/96 1
1
O PRELIMINARY DESIGN ONLY
FOR REVIEW AND APPROVAL 12_/_21_/96
*APPROVED FOR CONSTRUCTION,_/15 /97
T F- E
BOB �.JAC0BS CO
CIVIL ENGINEERS LANDSCAPE ARCHITECTS PLANNERS
4600 CENTRAL PARKWAY, M2 MYRTLE BEACH, SC 29577
TELE, 803-449-2591
----40---- CONTOUR OF EXISTING GRADE
-.,_.._.,_.._.._.._ EXISTING STORM DRAIN PIPE LINE
- " — ° ° — ° ° - PROPOSED STORM DRAINAGE
.... ......r, :.... :::::.�::::::::::.
::::::........................ MODIF \ y:? ..:? _ :::::::::.'r.:;::: f Y EXISTING CAT `
NOTES ::::::::::::.::::: .....:::,::;::.............
________CH BASIN .1, \
/ / ..—..—..—.. r— r------
�%
/
1. HE FOLLOWING AGENCIES HAVE JURISDICTIONAL AUTHORITY ' "" ""' '" •""'•••• •••• """""" ' Q
REGULATING THE DESIGN AND CONSTRUCTION OF THIS PROJECT,
THEIR GUIDELINES, POLICIES, AND REGULATIONS ARE INCORPORATED ,% ' ,// "'°•..,.... ""
IN THESE DRAWINGS, BY REFERENCE. / ......../:f?:i{:: a PROPOSED----
/.' .../.:...::Y BUILDING EXISTING BLDG,i
IA. THE CITY OF WILIMINGTON NC. �� / . ' • ' • :°.:'::::::::::::::::( ADDITION ' __ ----
18• THE NEW HANOVER COUNTY (NC) ENGINEERING DEPARTMENT, EDGE OF 10' WIDE
:::i:. r..V ::.:::.
MAINTENANCE STRI
IC. THE STATE OF NORTH CAROLINA DEPARTMENT OF / / .'� /PROPOSED\ \ '" :'`': �'�.M'." .4 --- `�� 1 --- REMOVE EXISTING PAVEMENT ----
ENVIRONMENT, HEALTH, & NATURAL RESOURCES, ° """" _-
' 1 FOREBAY `_. 'y..:.:....... ---
' '-.-'�------- : I ___ EXISTING STORM DRAINAGE T❑ BE REMOVED `A
FOR ANY DESIGN DETAILS NEEDED, BUT NOT SHOWN ON THESE /,� i-�8' "' '" ---"
DRAWINGS, CONSULT WITH THE APPROPIATE AGENCY, / I r ••, •:::'•�..
2• THE EXISTING SITE CONDITIONS, INCLUDING ALL BOUNDARY
CATCH BASIN
AND TOPOGRAPHIC FEATURES WERE TAKEN FROM REFERENCE \ ',� ° \ •. �' •• ••• - I
EXISTING •C
DRAWING NUMBER 2, LISTED BELOW THE DESIGNS FOR THE I I I I
SITE IMPROVEMENTS FOR THIS PROJECT WERE BASED UPON THE II / PROPOSED I DETENTION 1 ;-
i I I a
REFERENCE DRAWING NUMBER 3, LISTED BELOW, •: _
\ �� f3CiS'?ttT�i
REFERENCE DRAWINGS . ' • 1 POND
---- .. .
2A• BALLARD, McKIM & SAWYER - PROPOSED WATER �\ : `^ ' .. — , , — — .� fl£IN3. PROP WATER CONK. -° I
& SEWER SERVICE I
AND SEWER EXTENSION - U-1, ST, JAMES VILLAGE - /,� �� , ;z '
SITE PLAN EXISTING 15' DIA• DISCHARGE PIPE TO BE REMOVED
- 6/11/84, �,\ — .. — .. — , , _ .. \
�:
i
2B, HONEYCUTT ENGINEERING CO, - ST. JAMES DECORATING ' ` = • / I-_1_1_J--L_1_1____L_1_J__L_L_y-
_J/VVJVJ i _
CENTER SHEET 1 OF 1 -SITE PLAN - 2/20/92 REVISED \` \` _ ` T' MODIFY EXISTING CATCH BASIN
2C• DUDEK CONSULTING - SITE PLAN DATED 9/05/969/05/96 9 �✓ f —G�
3, OBSERVE AND COMPLY WITH ALL FEDERAL STATE AND LOCAL O — — — — — — — — — — — — PROP 15' DIA• - — — — — — _ j
ORDINANCES WHICH PERTAIN TO THIS TYPE OF CONSTRUCTIDN, � DISCHARGE PIPE ; — — — — — — - j
i EXISTING 6' WATERMAIN
q j
4• THE CONTRACTOR SHALL LAYOUT ALL WORK IN THE FIELD bolo ZT SPILLWAY y EXISTING 8' SANITARY SEWER j PRIOR TO CONSTRUCTION AND VERIFY THAT ALL COMPONENTS SM DETAIL PROP 1
OF THE SITE IMPROVEMENTS WILL PROPERLY FIT AND FUNCTION EDGE EXISTING PAVEMENT � � 3�Gj
J JUNC B AS INTENDED, NOTIFY THE ENGINEER IF ANY DISCREPANCIES
ARE FOUND,
5• FIELD ADJUSTMENTS MAY BE MADE IN ORDER TO ADAPT THE
DESIGNS TO ACCOMMODATE FIELD CONDITIONS, VERIFY ANY
SIGNIFICANT CHANGES WITH THE OWNER, AND/OR ENGINEER,
PRIOR TO CONSTRUCTION.
6• NO JURISDICTIONAL WETLANDS ARE KNOWN TO EXIST dN THE
PRESENT SITE,
DRAWING LIST
C-1 PROJECT INFORMATION
C-2 SITE PREPARATION AND EROSION CONTROLS
C-3 GRADING, WATER AND SEWER CONNECTION PLAN
C-4 STORM DRAINAGE PROFILES AND DETAILS
THIS DRAWING, NOR
ANY PART THEREOF,
MAY BE REPRODUCED
WITHOUT WRITTEN
AUTHORIZATION BY
BOB G. JACOBS
L13
A
Z_
d
z
Z)
0
LL
r�rK_Ield 331CQ( (—Z) 1 ,`384sP, ❑x r� r-1vX 4-0
EXIST. OUTFALL LINE
15vv0 +(d q0v e6900 SITE DEVELOPMENT PLAN
(9 SCALE,
NORAPpROVED T Ca ,
MANAGEMENENVIRONNOT� Z!' �� �N. • • .. o,
DIVISION OF OONNIS$1pN — --��-- — ` O� "oFE S S I p/
Dare SAPR lq�, warER
Stormwaw Permit No
YU73�j7U �,.-
lUg� STORIAVVO"��,�Q• ;rGI•NE .•icy ���y
REVISION NOTE a DRAWINGS C-3 AND C-4 CONTAINS MINOR REVISIONS 8 it
TO DETENTION BASIN ELEVATIONS, DATED 03/20/97, D E C E I V E
DRAWINGS 2-L C-2, C-3, AND C-4 REVISED AS FOLLOWS102/15/97 D
NOTE NO. 6 ADDED, OUTFALL PIPE AND RISER STRUCTURE REVISED,
VEGETATIVE SHELF ADDED TO DETENTION BASIN, WATER LEVEL IN MAR 211997
DETENTION BASIN RAISED, AND ACCESS ROAD REVISED.
's
�D EE COPYRIGHT DECEMBER 1996
PROJ #�g9' o/( Pnp r IAr•r°D(• nr
C
&
S
PAINT EXPANSI❑N
SITE IMPROVEMENT PLANS
PROJECT
1096NC
SCALE
AS SHOWN
DATE
12/2V96
PROJECT INFORMATION

CONSTRUCTION SEQUENCE AND ER❑SION CONTROL MEASURES
FIRST STAGE ER❑SI❑N CONTROLS IN CONSTRUCTION SEQUENCE:
1. PREPARE SITE TO DEMOLISH OLD DETENTI❑N BASIN AND BUILD NEW BASINS
THIS WILL INCLUDE INSTALLATION OF TRAFFIC SAFETY BARRIERS, THE CONSTRUCTI❑N ENTRANCE, AND
EITHER SEDIMENT (SILT) FENCES OR EARTHEN MOUNDS AROUND THE AREA TO BE GRADED, AND A TEMPORARY
EROSION CONTROL BASIN TO SERVE WHILE THE EXISTING BASIN IS BEING FILLED —IN AND THE NEW BASIN
IS BEING EXCAVATED AND ALL ROUGH GRADING COMPLETED, THE TEMPORARY EROSI❑N CONTROL BASIN WILL SERVE
AS A COMBINED SEDIMENT, C❑LLECTION AND FILTRATI❑N BASIN, AND A TEMPORARY STORMWATER DETENTION BASIN.
THE NEW DETENTION BASIN AND FOREBAY BASIN WILL BE INSTALLED ALONG WITH THE NEW CATCH BASINS AND CATCH
BASIN PROTECTIONS, DRAINAGE PIPING, AND THE WEIR BETWEEN THE NEW BASINS WITH THE WEIR SEDIMENT CONTAINMENT,
THE SIZING, DESIGN, AND LOCATION OF THE TEMPORARY BASIN WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
INCLUDING THE LAYOUT AND DESIGN OF ANY TEMPORARY PUMPING FACILITIES THAT MAY BE REQUIRED.
THE FIRST STAGE EROSION CONTROLS (EXCEPT FOR THE WEIR SEDIMENT FILTER AND CATCH BASIN PROTECTIONS)
INCLUDING ALL L❑CATI❑N AND DESIGN SERVICES ARE NOT A PART OF THE DESIGNS SHOWN ON THIS DRAWING, OR
OTHER PARTS OF THESE PLANS.
SECOND STAGE EROSION CONTROLS IN CONSTRUCTION SEQUENCE:
1, PREPARE SITE FOR FOR SECOND STAGE EROSION CONTROL MEASURES,
APPLY TEMPORARY SEEDING IN FOREBAY AND APPROXIMATELY 10'-12' BEYOND EACH SIDE OF ALL CURB LINES, APPLY
PERMANENT SEEDING IN ALL AREAS THAT HAVE BEEN FINISH GRADED,
2, INSTALL UTILITY CONNECTIONS AND POUR NEW CONCRETE BUILDING PAD
INSTALL NEW WATER AND SEWER PIPELINES FROM THE EXISTING SERVICE LINES INTO THE PAD AREA
OF THE NEW BUILDING, POUR NEW CONCRETE BUILDING PAD. REPAIR ALL DAMAGED TEMPORARY SEDING.
3, ERECT BUILDING SHELL AND COMPLETE SITE GRADING
ERECT STEEL FRAME, INSTALL ROOF AND SIDING. R❑UGH-IN MECHANICAL AND ELECTRICAL WORK,
REMOVE SEDIMENT FROM UPPER DETENTION BASIN (FOREBAY), AND PREPARE BASIN FOR PERMANENT SEED
APPLICATION, COMPLETE FINAL SITE GRADING AND PREPARE REMAINDER OF SITE FOR PERMANENT SEEDING,
4, INSTALL NEW PAVEMENT, CURBING, AND SIDEWALK
REMOVE CATCH BASIN PROTECTIONS, PREPARE SUBGRADE, PLACE CRUSHER RUN BASE COURSE, SET NEW
CATCH BASIN TOPS IN PERMANENT POSITIONS. INSTALL CURBING AND ASPHALTIC SURFACE COURSE,
5, COMPLETE PERMANENT SEEDING AND FINAL CLEAN-UP
MAINTAIN ALL GRADED SITE AREAS THAT HAVE BEEN SEEDED AND APPLY PERMANENT SEEDING TO REMAINDER
OF SITE.
TEMPORARY AND PERMANENT SEEDING
1, SEEDBED PREPARATION
SMOOTH OUT ALL IRREGULARITIES, DISK, AND RAKE ALL STONES; LARGE CLODS, AND DEBRIS, To PROVIDE
A WELL PULVERIZED, LOSE SURFACE,
2, SOIL ADMENDMENTS
UNIFORMLY APPLY GROUND AGRICULTURE LIMESTONE AT THE RATE OF 2,25 TONS PER ACRE, BLEND
LIMESTONE INTO THE TOP 4-6 INCHES OF SOIL. APPLY 750 POUNDS PER ACRE OF 10-10-10 FERTILIZER.
3, SEEDING
TEEMPORARY SEEDING o PLANT RYE (GRAIN) AT THE RATE OF 120 POUNDS PER ACRE.
PERMANENT SEEDING ! PLANT TALL FESCUE BLEND AT THE RATE OF 225 POUNDS PER ACRE,
APPLY SEED EVENLY WITH A MECHANICAL SEEDER. DO NOT HAND SEED.
4, MULCH
APPLY 4,000 POUNDS PER ACRE GRAIN STRAW OR EQUIVALENT. ANCHOR MULCH BY ASPHALT TACKING,
NETTING, OR OTHER SUITABLE ANCHORAGE,
RESEED AND RE -MULCH AS NECESSARY. D❑ NOT MOW,
STATUS OF DRAWING
-'. =S?UNS
O CONCEPTUAL DESIGN ONLY
FOR REVIEW PURPOSES ---
/---- /96
2•
3,
4
OPRELIMINARY DESIGN ONLY
FOR REVIEW AND APPROVAL _12/_21_/96
5'---/----/96
I* APPROVED FOR CONSTRUCTION,_ 02_/ 15_/97
12
GRAVEL SILT FILTER — USE
3/4' — 1/2' CLEAN GRAVEL ON —7
WIRE SCREEN (1/2' OPENINGS)
SW STORAGE LEVEL
CCiTY lkSTATE) ---- �---- -- I \
/ \
10'
u
NON -WOVEN SOIL FILTER
FABRIC UNDER RIP RAP
STONE RIP RAP
SEE NOTE 3
SHEET C-3
SEDIMENT CONTAINMENT DETAIL
NOT TO SCALE
TURN ENDS OF
WIRE SCREEN
DOWN
SYNTHETIC FILTER FABRIC
USE EXTRA -STRENGTH, OR
STD, STRENGTH REINF, ON W
WIRE MESH FENCE (14 GAUGI
WITH 6' MESH SPACING)
SEE NOTE 0 THIS SHEET
8' THICK LAYER OF GRAVEL
EXTEND FABRIC (AND--,
WIRE) UNDER GRAVEL
N❑TEt
USE SEDIMENT FENCE (OR EARTHEN
MOUNDS TO CONTAIN SILTATION ON
ON SUBJECT PROPERTY,
4' WOOD POST- USE
4' DIA. PINE, 2' DIA. OAK,
OR STEEL (1,33 #/LF)
FASTEN FABRIC TO POSTS,
GRAVEL SILT FILTER — USE
3/4' — 1,5' CLEAN GRAVEL
PLACE WIRE SCREEN WITH
1/2' OPENINGS UNDER GRA\l
AS SHOWN
REMOVE SILT PROTECTIONS AND
C"T"'TSH TOP P❑RTI❑N OF INLET
IR TO PAVING OPERATIONS'
CE 2 ROWS OF 8' x 8' x 16'
SRETE BLOCKS AROUND INLET —
LOWER ROW ON SIDE AS
SHOWN FOR DRAINAGE
SEDIMENT FENCE DETAIL / CATCH BASIN SILT PROTECTION 'DETAIL
NOT TO SCALE 2� X ?� 3(p 1 v NOT TO SCALE
IS XIS
�l7'14i?i� ti SYMBOLS
z i
C❑NSTRUCION LIMITS CONTAIN 2�S �2 ' V---_ PROP. FIN, GRADE CC!'`TOUR
9,100 SQ. FT. = 1,82 ACRES �(5 ,/'{l. �\�` ��
I- (�
/' \ • \ 2� y[ �i2 �` l\�� \L�ti� ti� �41"-� EXISTING GRADE CONTOUR
1�m\� �� t— EXISTING STORM WATERFLOW LINE
/ •40.85 , .. 40.8 \
3c) v
•40.40 I 40.40•—r—r--i--r—T--7--1
40.30 40.300
I I I I I I i
0.90 40,60 — 39 — \ I I I I I I
L 'a —EXISTING DUMPSTER PAD
0,23
/ 40.7, /
a6`•40,50 • 39.75 /
P> .: vt._ • 39.50 —..-._LINE. C ..—..—..—.._..
/ � 0,55
r ' r•
0.90 40.70
M13DIFY EXISLING CB
..
.
.
................•�16 :
�440*• I
410 40,18 •'t'.'� \
PROPOSED / \
TI❑N
-- -----� EXISTING
DING
040.25ADD / 3UILDING
• y. • , - - -
2\ = , -r'— PROPOSED STORM W `TER FLOW LINES (FINISHED SITE)
�= " �C� STORMWATER FLOW AT CONSTRUCTION LIMITS
1
STORM DRAIN PIPE LINE
G
0.18
40.18
USE FOREBAY
y I REMOVE EXISTING
_ _ _ _
FOR TEMPORARY _ _;
/SEDIMENT ST❑RAGE ' �r ;.; DRAINAGE STRUCTURES
.25
OK 40.00 To 0 1 q00
EDGE OF 10 WIDE —
MAINTENANCE STRIP/40.10
7.
�j
n ..°
ODIFY EXISTING CB
/ I 1 l % I `� • 040.15 �. \ --� ®� PROP. SAN. SEWER SERVICE LINE
PROP, WATER SERVICE LINE
REMOVE EXISTING DRAINAGE STRUCTURES
ti.:..:.. ..... II , /
/:;•',;.: II �` lO MODIFY EXISTING CB
V
—W— —_ —__—__ �8 -- ---- W—
—!_ —_� , ..: , �;y-•..; �' \ EXISTING WATER LINE — ------------- ------ EXISTINGHYDRANT
'r I EXISTING SAN. SEWER — — — — — —
INSTALL CONSTRUCTION ENTRANCE IMIT GRADE WORK TO INSTALL SEDIMENT (SILT)
12' WIDE x 6' THICK 2-3' COARSE UBECT PROPERTY AS FENCE 3' OFF PROPERTY
AGGR. x 50' L❑N& EXISTING SAN. MANHOLE UCH AS POSSIBLE LINE IN 50' EASEMENT, OR I
CONSTRUCT EARTHEN MOUND
I AT PROPERTY LINE.
/ T I --I E
BC]B .JAC0BS C®
CIVIL ENGINEERS LANDSCAPE ARCHITECTS PLANNERS
4600 CENTRAL PARKWAY, M2 MYRTLE BEACH, SC 29577
TELEi 803-449-2591
or 'IS
THIS DRAWING, NOR
ANY PART THEREOF,
MAY BE REPRODUCED
WITHOUT WRITTEN
AUTHORIZATION BY
BOB G. JAC❑BS
C & S PAINT EXPANSION
SITE IMPROVEMENT PLANS
PROPOSED STORM DRAIN PIPELINE
— — — — — — — LINE OF EXISTING PAVEMENT
PROPOSED CONCRETE SIDEWALK
C❑NSTRUCTI❑N SERVICE ROAD PAVEMENT
—•---�--.� PROP, SEDIMENT BARRIER (SILT FENCE OR EARTHEN MOUNDS)
DESIGN NOTES
THE DRAINAGE AND EROSION CONTROL DESIGNS ARE BASED UPON THE
F❑LLOWINGi
1. THE SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN
TWO STAGES, AS FOLLOWS (SEE CONSTRUCTION SEQUENCE)i
1st STAGEt PRELIMINARY SITE PREPARATION WORK INCLUDING TEMPORARY
STORMWATER MANAGEMENT WHILE THE EXISTING DETENTION IS
BEING DEMOLISHED AND THE NEW BASINS CONSTRUCTED, TO
INCLUDE ALL TEMPORARY STORAGE, FILTRATION, AND PUMPING.
THESE EROSION CONTROL MEASURES ARE NOT SHOWN ON THIS
DRAWING (EXCEPT AS NOTED) AND THE DESIGN FOR ALL WILL
BE THE RESPONSIBILITY OF THE CONTRCTOR,
2noI STAGE, THESE EROSION CONTROL MEASURES ARE SHOWN ON THIS
DRAWING AND ARE INTENDED TO BE IMPLEMENTED AFTER THE
FIRST STAGE EROSION CONTROL MEASURES ARE IN -PLACE
AND OPERATIONAL,
2. THE SITE IMPROVEMENTS WILL BE SITUATED VERTICALLY
DOWNSTREAM FROM THE CONSTRUCTION LIMITS OF THE SITE .GRADING.
DURING CONSTRUCTION THE STORMWATER FLOWS WILL BE DIRECTED
TOWARDS THE EXISTING AND PROPOSED DRAINAGE STRUCTURES,
SOME AREAS MAY HAVE A SLIGHT POTENTIAL FOR OFF -SITE FLOWS,
IN SUCH LOCATIONS SEDIMENT BARRIERS (SILT FENCES OR EARTHEN
MOUNDS) ARE TO BE INSTALLED AND MAINTAINED THROUGHOUT THE
THE CONSTRUCTION STAGES, NO BARRIERS ARE EXPECTED TO WITHSTAND
ANY SIGNIFICANT AMOUNT OF STORMWATER PONDING,
NO SIGNIFICANT AMOUNT OF STORWATER IS ANTICIPATED FLOW FROM
OFF -SITE SOURCES,
3, THE DESIGN CRITERIA FOR SEDIMENTATION IN THE REGION ANTICIPATES
1,800 CU, FT PER ACRE, THE 1.82 ACRE DISTURBED AREA ON THE SITE
IS EXPECTED TO GENERATE 3,270 CU. FT OF SEDIMENT, WHICH IS TO
BE COLLECTED BY THE NEW STORM DRAINAGE SYSTEM AND DEPOSITED
IN THE UPPER DETENTION BASIN (FOREBAY), THIS BASIN HAS A DESIGN
VOLUME OF 4,260 CU, FT,
`\\%%IIIII?Ill
�N CARP '>>
Sr
14 _ f
!. • .NCINF ;.• ���.
DRAWING NOT REVISED 03/20/97 - SEE REVISION NOTE 2 SHEET C-1
DRAWING REVISED 02/15/97 - SEE REVISION NOTE SHEET C-1 COPYRIGHT DEC 1996
BOB G, JACOBSBS, PE
1096NC
SCA-_.E
1'=30r
JA-=
12/19/96
SITF PREPARATION AND
EROSION CONTROL PLAN
DRAWING NO.
C-z
OF
d

W
ti
0
o
co
_I
U
0...
F
J
d
A
Q
u
M
U
/
U
Z
CN
w
D
a
{a
U
Q
u
w wlCL
0 W'Z
X W I ®1
w
Lo
W
EXISTING MAINTENANCE LANDSCAPE
MOUND I STRIP I STRIP
ELEV = 40.00
13,5'
12,0'
40,0'
1,5' VEGETATED VEGETATED
SHELF SHELF BEYI
13.5' 5,0'
1,5° 12,0' LANDSCAP
STRIP
(BEYOND)
11,25'
FOREBAY
TOP ELEV = 40.00
WELEV = 39.51 /���� 1 _„_ _ STORM WATER LEVEL -ELEV = 38,50 �- — �`
G
� Y � �r�=r�) _.. - --'WEIR EL
*ELEVATION VARIES - SEE GRADING PLAN
19'(+/-)
37,25f3
VEG. SHELF —11 PERM, POOL iLEVEL - ELEV = 35.75 -�' _ _ - _
EDGE ELEV = 35,75
2.5 2,5
7.5 21 s 5 WEIR WITH RIP RAP
EITHER SIDE - SEE
DETAIL SHEET C-3
NOTE, WEIR BOARD
BOTTOM POOL MAY BE OMITTED,
ELEV = 28.25 BOTTOM SEDIMENT, STORAGE
ELEV = 27.75
w
0- 2'(+1-) TLZJ
w f�
W CC
-� CL
0
CL
A
CC
W
0 >
U
N
z
CITY STD. CAST
IRON METER BOX
TYPE 'K' SOFT
COPPER TUBING
CONNECTION AND CORP PER CITY SPECS,
TYP, SECTION @ CENTERLINE DETENTION BASINS
NOT TO SCALE
75,5'(+/-)
Oil I I
r-1 I I
ill I I
all I I
GL'
LL
Lo /
p I /
W LJ
CONNECT TO BUILDING
PLUMBING
WA'`R METER AND FITTINGS
PER CITY STANDARDS
WATER SERVICE CONNECTION
NOT TO SCALE
C❑NC, BASE
BELOW-EXTEND-
6' BEYOND WALL
ON ALL SIDES
zz Z
Wo Z
❑N W
6'1 (TYP)
FRAME AND GRATE
DEWEY BROS, # CH-BN-3A
USE MH FRAME AND COVER FOR
JUNCTION BOX - SEE NOTE
PLAN
NOTE
FOR JUNCTION BOXES
PROVIDE MANHOLE
FRAME AND COVER - USE
DEWEY BROS. # MH-RCR-2001
T DRAIN f / / I\�//• \ \� I �.� \\
ACCORDANCE WITH THESE DRAWINGS AND THE CITY OF
40.18 ao,Ie _ WILMINGTON 'STANDARDS AND SPECIFICATIONS MANUAL'
WORK POINT IS INTERS,:EDGE OF 10' WIDE
OF CENTERLINE ❑F PIPES !MAINTENANCE STRIP ® \yl ��Jf ) i
® DATED JULY 1996,
' ! RIP RAP .AT FES _ _
COMPENSATE FOR CURB CONCRETE C❑PING �, / �> — AND WE R - SEE �� `\ �/ / �-' _ _ _ _ _ _ _ _� i _ REMOVE EXISTING 2. FIELD ADJUSTMENTS MAY BE MADE IN ORDER TO ADAPT THE
INLETS AT CURB LINES LANDSCAPE MOUNDS / ? NOTE 3 ,I DRAINAGE STRUCTURES DESIGNS TO ACCOMMODATE FIELD CONDITIONS, VERIFY ANY
SEE NOTE 4 / , N' . 39,25 SIGNIFICANT CHANGES WITH THE OWNER/ENGINEER, PRIOR TO
40.00 i -- CONSTRUCTION,
- M❑DIFY EXISTING
/ i/ // ✓' ° l �j'•• --,l - •� • / l ,\� \�•� i��r I / CATCH BASIN
' 1 ' , / / 1� �/ • \c` f 3. PROVIDE NATURAL STONE RIP RIP FOR SLOPE PROTECTION
3/4' PLASTER / / 1 / // �'' •.., /� / t /` ` �' AT THE WEIR BETWEEN THE STORAGE BASINS AS SHOWN ON
ON 8' BRICK i I / // \� r 1 L C _ _I' - ` )' / �� I o I _ _ THE DETAIL, SHEET C-4, AND AT THE OUTLET END OF ALL
WALLS ter•, , / % DRAINAGE PIPES, THE OUTLET PROTECTION RIP RAP SHALL
CONSIST OF A 6' WIDE x 12' LONG MAT, ALL RIP SHALL BE
40.00 . -`+; 6 DEEP, OR 1.5 TIMES THE LARGEST STONE SIZE, WHICHEVER
/39 ao o.I , IS GREATER, PLACE ALL RIP RAP ON NON -WOVEN SOIL FILTER
\ I FABRIC IN ACCORDANCE WITH CITY STANDARDS,
\ Q 4, CONSTRUCT LOW LANDSCAPE MOUNDS IN THE APPROXIMATE FORM
I'-` I. -- � • • • / i GRADE ALL DISTURBED�\' I �i _ i •': o,io I � ='''-
SHOWN ON THE DRAWING, TO DIRECT THE SITE SURFACE WATER TO
/ /i AREAS T❑ DRAIN TO ���. : . PROP, 6' SAN, SEWER SERVICE LINE EITHER THE CURB LINES, OR THE DETENTION BASIN FOREBAY, AS
_ F❑REBAY AS SHI❑WN
L=1 I- / • . 40.15 ��-� -� MUCH AS POSSIBLE, THE SLOPE OF THE MOUND SURFACES SHALL BE
,I'i I III -III / Ai� CI ` —PROP, WATER SERVICE LINE NO STEEPER THAN 6' HORIZONTAL TO 1' VERTICAL, FOR EASE OF
I FORMED CONIC,/ MOWING AND UTILIZING THE LANDSCAPE MAINTENANCE STRIP..
\ NE /_ z
S�ECN❑TE B FL❑WLINE FROM REMOVE EXISTING
,' ' \e \�, A �. R=20' DRAINAGE STRUCTURES
INLET T❑ OUTLET / �
W
0_
CL
11.25on—tLANDSCAP
5,0° i 10.0° 5,0' W
MAINTENANC Q
STRIP STRIP w
ELEV= 34,50
TOP ELEV = ,0.®o
241 LANDSCAPE MOUNDS - SEE NOTE 4
4' 12' 12' 3' 15' Z BASIN FOREBAY
EXIST, GR, EXTR, CONC, CURB
- III= - _ 1-1/2' �ASPH, SURFACE C1-2)
6' CRUSHER RUN
STONE BASE COURSE EL= 40.50 �1 -
INV, CROWN
TYPICAL PAVEMENT SECTION
NOT TO SCALE
NOTE A, OPENING SIZE MAY BE INCREASED TO
TO ACCOMMODATE LARGER PIPE SIZES -
CORBELL BRICK WALLS 1' PER COURSE
(MAX) TO FIT FRAME AND GRATE BASE,
NOTE B, ALL CONCRETE TO BE CLASS A•
CATCH BASIN DETAIL
NOT TO SCALE
STATUS OF DRAWING
DRAWING REVISIONS
O
CONCEPTUAL DESIGN ONLY
1.
----/96
;
FOR REVIEW PURPOSES --- /---- /96
2.
/____/96
O
PRELIMINARY DESIGN ONLY
3•
----/96
FOR REVIEW AND APPROVAL _1-2✓_21_/96
4.
----/96
(b)APPROVED
FOR CONSTRUCTION,_ 02 / 15_/97
5,
___/____/96
> III I
z IL 2'C+/-) 2'C+/-) 9=1 I
1 XW w M1I I I
I > 11 I I U
X W Ld ��iJ-1-- Q
Ld 0
L3 I a- Z / \ SYMBOLS
XI I I LJ L Jf ~ 40.65 \ \ �\ _ NORTH
w _ -I 11- W \ 40,5 ® PROPOSED SPOT ELEV -FIN, GRADE
CITY STD, WATER VALVE Lj / ao,85 _ 40.8e \ \
¢ 1/8 BEND j BOX & COVER MARKED 'CO' CONNECT TO BUILDING </ f I \
PLUMBING I/ o o. j / ./ \ . \ \ 3� PROP, FIN, GRADE CONTOUR
EXISTING GRADE CONTOUR
- EXISTING STORM WATER FLOW LINE
4' DIA, PIPE AND FITTINGS TO /
TO BE CIP OR PVC f O
/ / / Ems'" ' ° ® PROPOSED STORM WATER FLOW LINE
4' TAPPING SADDLE, TEE OR WYE �40,40 40.40*11 —EXISTING STORM DRAIN PIPE LINE
I
: 0.30 40,300 /' I it I I I - -
SAN, SEWER CONNECTION DETAIL �� / 40.90 40,60 PROPOSED STORM DRAIN PIPELINE
NOT TO SCALE-
/ :—EXISTING DUMPSTER PAD PROPOSED LANDSCAPED AREA
•40.23 (R=20' \ I -J
//--_-_-- LINE OF EXISTING PAVEMENT
OJ5 / _ 40.50 �•. �, 39,75 `
33.50' -6,0' - .. - -
,� / (TYP) _ �:c.� _ / -�� - -LINE C.-..-........
39.50 /.
-e.� EXISTING CONCRETE SIDEWALK
.40.55
/ / I '''.'a"•r.,..•,r .•; PROPOSED CONCRETE SIDEWALK
I
0.90 40.70 \
M❑DIFY EXISTING CB
/r{40,io 40•18 NOTES
/ / f / , / / . • I \ % $P$LRU gLLPjj��iiSNN
✓' \ ADDITIO / 1 EXISTING
\ \ 1 1 0.25 / a t•e / 1 BUILDING
22,00, 1 : ` % 1, ALL CONSTRUCTION AND INSTALLATIONS SHALL BE IN
................................... V. �� 4oso / CCU E CATCH BASIN DETAIL - THIS SHE
SECTION � N , PROP. JUNC, BOX AT EX, ❑UTFALL PIPE
/ i/ \\ \� _--1 •' i
R-36' M❑DIFY CB TO JUNCTION BOX
----- ----W - W-------- � —tee
EX �,/'��-� o I ISTING 8' WATERMAIN
0/- -' - - - W --
_ �\ \ �- - - - EXISTING HYDRANT
J I EXISTING 8' SAN, SEWER J - _ - - _ - \\\` CAR
Z WIDEN EX. ENTR, TO KEEP - EXISTING_ WIDEN EX. ENTR. TO KEEP
EXISTING MANHOLE Q IZ' 4' (MIN) FROM HYDRANT ENTRANCE ' 3' (MIN) FROM EX, C. BASIN
'-' '-_ 40.00' _ r SE
~ PROP. ENTRANCE 13b1
U Q EMERGENCY SPILLWAY
LU PA SEE DETAIL SHEET C-4
o ell B G.lit
f- Z
W LJ
f'-
Ld LO
� A
r THE
BOB .__JACOBS C®
CIVIL ENGINEERS LANDSCAPE ARCHITECTS PLANNERS
4600 CENTRAL PARKWAY, M2 MYRTLE BEACH, SC 29577
TELE, 803-449-2591
THIS DRAWING, NOR
ANY PART THEREOF,
MAY BE REPRODUCED
WITH❑UT WRITTEN
AUTHORIZATION BY
BOB G, JACOBS
C & S PAINT EXPANSION
SITE IMPROVEMENT PLANS
DRAWING REVISED 03/20/97 - SEE REVISION NOTE 2 SHEET C-1 COPYRIGHT DECEMBER 1996
DRAWING REVISED 02✓15/97 - SIFF RFVTCTnN NjnTr curd r'_,
PROJECT
1096NC
SCALE
1"=30'
DATE
12/19/96
uua u, %.jm[_u.D rL
GRADING, WATER AND SEWER
CONNECTION PLAN
I DRAWING NO,
C-3
OF
4
r

v
U + 89.83 - C LINT
PROP. CATCH BASIN
LINE C LIN:' B
1+ 69.83 - END C LINE 7 144.00
EXIST. CATCH BASIN 80,00 LF 15' PIPE 89,83 LF IS' PIPE LF 18' 94,40 LF 18' PIPE 15' PIPE (EXISTING)
Q 0.527 a 0.527 PIPE 2 0.25; 2 0.25% 2 0.427
f XI STIN
I �
LL v,
3 <
Z Z
�--(-
o
L- J
w Z
LINE C
0+ 34.00 - BEGIN A-1 LINE V I P
8
PROP, FL. END SECTION
/
�
e
PROPOSED
�`J .............
'
BUILDING
.
e; .� ,;: •`...... ''.,
ADDITION
e
r •°' i �`' •.,`°.•
5 0 + 00 BEGIN LINES
A, B, & C
V.. .._
PROP, CATCH BASIN
9.59 .59'
' --
.LIN A
7-
PROP, WEIR 12 ........ ...... ..:-
...,....�,,.....�
� .�:ppa
FOR PROFILE OF 'D' LINE :° :' :`/
SEE TYP, SECT.- SH. C3��'�� ✓ �• 1 • •.,
ii _
i.. 26.0° 1 26.0'
T
N
/:'`;'
. `E A
3
II
1 + 38.40 - END B LINE
EXIST, CATCH BASIN
.......................... ...........
II ..
- - - - - - - - - - - - - - - - - - - - -
- W------------- W--------- --- W------ ------ W-----------
- - - - -
-IIW-J------------
1 + 91.59 - END C LINE
1
L_-------
EXIST. CATCH BASIN
-
0 + 00,00 BEGIN A LINE 4
'
PROP. RISER PIPE
i
0 + 44,00 B LINE 6
(��
PROP, CATCH BASIN
a e-VtS�D
`/A I! 9�
✓� J
;
C% T M f-% \ A T1 11 A T A I A /- r
i A%/ r-1 1 1 T i1 1 A A I
SCALE, 1'=50'
LENGTH TO SUIT
FIELD CONDITIONS
PLAN
POND OVERFLOW ELEV = 39.00
TOP LANDSC, STRIP -
ELEV = 39.75
8' CURB BEYOND
CREST LEVEL - ELEV
= 39.00
SW STORAGE LEVEL
ELEV =_38.50
_
TOP CURB1.00
4' THICK CLASS A CONC,
WITH 6 x 6 x 10/10
WW MESH
3
1�
SECTION
EMERGENCY SPILLWAY
NOT TO SCALE
STATUS
OF DRAWING
DRAWING REVISIONS
O CONCEPTUAL
DESIGN ONLY
1,
1 _/_Q9
_/97 I EROSION CONTROLS ADDED
FOR REVIEW
PURPOSES --- /---- /96
2.
3.
4.
/____/96
__/____/96
PRELIMINARY DESIGN ONLY
12_/ 21_/96
FOR REVIEW
AND APPROVAL
5.
----/96
___/____/96 I
*)APPROVED FOR CONSTRUCTION, O2_/ 15 /97
2+00
A o
zI.Z. wZ Z M2
l¢ I al¢ Ala PROP, I-IK GRACE rt¢
w I ow E= Nw
x
1U w
a cS c_ UI TOP PROP, SIDEVALK wI°-'
�.
- - - - - - --_SSW STORAGE LEVEL LELEV
I ° I --
- 38- - - --- -
1
I , I
I I 1 I II I
I -�--
II �
TOP - 39.6 TOP - 39IL b
INV - 36.98 INV - 3657 INV- 36,44 (OUT)
TOP - 39,40
INV - 36.10 (IN) 't ! TOP - 38
INV = 36.05 (OUT) I
INV - 36.21
I I
t
i
I I
II
I I
I I i
1+00
0+00
1+00
BURY ENDS OF
2+00
EL
EL
WEIR TIMBERS
rl�
\ o P
I� --- E
I •
00 ui I I --- ---i --I----3 `6 e
I E
LJ
I
STONE RIP RAP EDGE STONE
SEE NOTE 3 - RIP RAP
SHEET C-3 I�I
TOP 5° LANDSCAPE
STRIP
PERMANENT POOL PLANLEVEL
12
5.00'
2,50' i 2,50' 4' TREATED TIMBER WEIR BARD (OPTIONAL)
TOP LANDSCAPE STRI - ELEV = 40.00
SW STORAGE _LEVEL _- ELEV = 36.50 -----
- - - - � - - TOP WEIR - EL = 37,83
t WEIR CREST EL = 37.25
RIP RAP LEVEL @ WEIR - ELEV = 36.75 r ,,
ELEV, 36.00
PERMANENT POOL LEVEL- ELEV_ 35.75 0
OF 3.00' BURY FILTER
THICKNESS REQUIRMENTS
OF STONE RIP RAP -SEE FABRIC 6' AT END
NOTE 3, SHEET C-3
25 NON -WOVEN S❑IL FILTER
FABRIC UNDER RIP RAP
I� PR❑VIDE 6' MINIMUM
CLEAR UNDER WEIR BEARD
STONE RIP RAP FOR POSITIVE DRAINAGE OF
SEE NOTE 3 - UPPER POOL TO PERMPNENT POOL
SHEET C-3
SECTION
T H E -Is
B®B .JAC®BS CO
CIVIL ENGINEERS LANDSCAPE ARCHITECTS PLANNERS
4600 CENTRAL PARKWAY, M2 MYRTLE BEACH, SC 29577
TELEI 803-449-2591
THIS DRAWING, NOR
ANY PART THEREOF,
MAY BE REPRODUCED
WITHOUT WRITTEN
AUTHORIZATION BY
BOB G. JACOBS
\ /I -TM T1r-T A TI <-,
NOT TO SCALE
C & S PAINT
IuY =
INV =
INV -
A-1 LINE UPPER DETENTION I DETENTION BASIN AND A LINE (BASIN DISCHARGE PIPE)
BASIN PERMANENT POOL
5 8 1 4
I 34.0 LF
24' PIPE R
W Z 0.14% -j u
0 �; w w oe PROP, FIN.
0.1ro a.
oIz EXIST. GR.
I a
a Li a w T13P15' LANDSCAPED STRIP- EL- 39.75
I� I
I (IL�R
T�II I S�TO�R-AG-EILI 1 LEVEL_I -- _ � ELEV 3II 8.50
-�
WEIR CREST
El- 37.25
-I _
III
/
I I I� II I I I I
j I 1i
PERMANENT POOL LEVEL - 35.75
I I I i i•
ET 1
35.7�
I
I
I
i
i
I
i
I
I
i
i
39.40 I L. END S
36.10 (IN) INV. EL =
36.05 (OUT) I
0+00
1+00
STORM DRAINAGE PROFILES
SCALE, 1'=40' (HORIZ), 1'=2' (VERT)
24' DIA-
RISER PIPE
I BOTTOM POND
I ELEV - 27.751 ELEV V - 27.75
I
I
o+Go
40'-15' PIPE (EXISTING)
e 1.59%
15' PIPE (EXISTING)
e
138.80 LF
15' PIPE
15' PIPE (EXISTING)
Z e 0.25% _
0.20%
Z
ODE
Z
v,pq
"it:r::::i::r:::::
wIU
WIU 40
"
,I)
T_
'r
TT
It
i° II
II 38
II
i
i II
_
II
/
II
It
y I I I
i II
I I
II
II II
II
I I
PROP, JU
CTION
INV - 3,1
.50 (IN>
34
INV - 34i89 (IN)__7
INV - 34185 (OUT)
INV - 34.77 (IN)
INV - 34.73 (OUT) _
I
82
I
I
I
30
I
i
i
I
28
1+00
NOTEI
2 +00
1. SOME ELEMENTS ARE NOT DRAWN TO SCALE,
2. USE HIGH DENSITY POLYETHELYNE PIPE, CORRAGATED
WITH SMOOTH BORED INVERT, OR PVC, VERIFY STRENGTH
FOR PIPELINE COVER REQUIREMENTS,
SYMBOLS
ERMANENT
STORM WATER FLOW LINES
- - - - - - EXISTING STORM DRAIN PIPE LINE
EXISTING LANDSCAPED AREA
5'-0' SO, CONC,
BASE SLAB BELOW
PROPOSED LANDSCAPED AREA
-•
- - - - 24' DIA. RISER PIPE
POOL LEVEL
---------- LINE OF EXISTING PAVEMENT
WITHRBOE TOPIPE
PPLAT I SEEPAGE PL TE
w 6' IN CONC. BASE SLAB / I PER MANE, INSTRUCITONS
a I TOP CONC,- ELEV- 30.00
U. 2.5 1,_6,
1� io
I _ 1" ti4 e 12' EA, WAY iv
z ELEV= 27.75 -��
u BOTTOM PERMANENT POOL I NOTE°
i
EXPANSION
SITE IMPROVEMENT PLANS
SOME COMPONENTS MAY BE SALVAGED
FROM THE EXISTING RISER PIPE ASSEMBLY
26'-0' 10'-0' AND REUSED FOR THIS PROJECT,
SECTION
RISER PIPE DETAILS
NOT TO SCALE
ffeot e� pad c4me�q 51645 4///qi
DRAWING REVISED 03/20/97 - SEE REVISION NOTE 2, SHEET C-1
DRAWING REVISED 02/15/97 - SEE REVISION NOTE SHEET C-1
PROJECT
1096NC
SCALE
AS SHOWN
DATE
12/21/96
X ' CARO'/�°
?�
SE L
:y er
COPYRIGHT DECEMBER 1996
BOB G. JACOBS, PE
DRAWING ND.
C-4
OF
4