SW3221003_Plansheet - Set_20230420

SSM H RAMAY
RIM : 770. 96 BURGIN
764. 54 I N V INSMITH
764. 44 INV OUT
ARCHITECT
225 NORTH MAIN STREET - SUITE 501
SALISBURY NORTH CAROLINA 28144
Phone: [phone] Email: [e-mail]
Website (www.rbsarch.com)
PUBLICATION
DETAI S REUSE
THESE
DRAWINGS THEREFROMMUST BE OR ANY WITH
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I EXISTING OVERHEAD UTILITY
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W— w w_ w 3/4" WATER METER ss_ss—
W— W— ss FIELD VERIFY LOCATION OF UTILITIES (TYP) I _ �� r'=T — __G_ — _ _ — — 3/4" RPZ IN HOT BOX LANDSCAPE BUFFERYARD (TYP.) ����SS �� Q
CHP
PROPOSED MONUMENT SIGN LOCAT 1 1 - «�
ION
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DPI — — _ — w
1 �1 — w
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4.0 —aw _ w
p� � —"w __ w— w
I20' SETBACK —10'0 _ 1
1 I ■ STREETY R� �° 1 , W W w— W� W w— _•.
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PROPOSED SEWER CLEANOUT (TYP.)
1 i ■ 24.0' —� I O I 0 0
1 , I 10.0'
4" PVC SEWER SERVICE VERIFY WITH PLUMBING PLANS
FOR SEWER SERVICE TIE INTO BUILDING ; ' I ■ 1 1 o N Z
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1 1 I a I 1 1 1.0 PVC WATER LINE REFER TO PLUMBING PLANS � � U
FOR WATER LINE TIE INTO BUILDING ^ II-
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' I I p ABC 10.0' 1 I PROPERTY LINE (TYP.) �J �J
1 1 I " R0 = STORE I 1 L
I + -6.300 SF.7720'
1
, 20' BMP
ACCESS HEDSPETH KELSEY ANN 8c
' I I ■ 9 ; 1 ; EASEMENT
O 1 BREWER D LLON LEE
DEED REF: 1370 /352
15.0' I I 1 I
SIDEYARD 1 I ; 1 I ZONED : B — 2 SITE NOTES:
I ' I I I I 1 ' NNNN
1 I , 1. PROPERTY INFORMATION
1 1 I I 1 1 1" PVC WATER LINE SERVICE TO BUILDING
PROPOSED DUMPSTER AND SCREENING LOCATION I I I ■ VERIFY LINE SIZE AND LOCATION WITH PLUMBING PLANS Z Z
OWNERS: ROWAN/KANNAPOLIS ALCOHOLIC BEVERAGE CONTROL BOARD w w
1 I I 22.5' 1 1 , PIN NUMBERS: 5685 06 27 7638 cc20.0' PARCEL ID: 364 059 Z O O O
1 ; i ■ TYP.) —i 1 SIDEYARD PARCEL SIZE: 1.52 ACRES u w W w
1 EXISTING ZONING: B-2 t (-
PROPOSED TRUCK LOADING L1]C15,TION1 , I I , , EXISTING LAND USE: VACANT O
M I I SITE ADDRESS: 320. E MAIN STREET ROCKWELL, NC O'
16. I ; 1 10.0' I OWNER ADDRESSES: PO BOX 114 SALISBURY, NC 28145-0114 ZOO O
(TYP.) 1 2. THE PROJECT IS LOCATED WITHIN THE TOWN OF ROCKWELL O w d d 01
d
1 1 , a000
' , 1 3. PARCEL BOUNDARIES, TOPOGRAPHIC DATA, EASEMENTS, EXISTING WATER METER AND Z Z Z
SANITARY SEWER ARE SHOWN PER FIELD SURVEY PERFORMED BY SUMMEY
1 I 1 ENGINEERING ASSOCIATES, PLLC
N N M M
1 1 1 I 4. PROPOSED USE: ABC STORE r14 _ ^ No
1 1 o 10
5. PARKING REQUIREMENTS 1 SPACE PER 250 SQUARE FEET OF GROSS FLOOR AREA o 0 0 0 0
PROPOSED BOLLARDS
6,300 SF X 1 SPACE PER 250 SF. = 25 SPACES
TYP.
12' BMP 1 I SPACES PROVIDED: 53 SPACES Z - N C11 `1-
ACCESS
1 1
EASEMENT
�r 93 9' 1 ' PROPOSED TRUCK AND TRAILER SPACES 6. SETBACKS:
20' SETBACK II 1 1 ' FRONT= 0 FT
SIDE= 0/15 FT
1 1 1 REAR= 30 FT
20' BMP
ACCESS 1
7. DISTURBED AREA: 1.52 ACRES
EASEMENT
8. PROPOSED IMPERVIOUS AREA %: 65% BUA
ADJ. PROPERTY LINE (TYP) 9. HANDICAP SPACES SHALL BE INSTALLED PER ADA REQUIREMENTS.
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an an an an an
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an
BUILDING SETBACK (TYP.) -
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- - - - - - - woman'� I I WARNER JACOB D WARNER H ALI
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PALEOLOGOS
\ ❑ ❑ ❑ I ;BMP MAINTENANCE DEED REF: 1349 /181
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EASEMENT OVER AND 15' I I ZONED : R — 1
AROUND PROPOSED BMP
■ 1
■ 30' SETBACK
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3
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SEE SHEET C-7
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DRAWING LEGEND ABC
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� , i I MARTIN JACQU EL N E SMALL, HALES --- -- -- --- PROPERTY LINE STORE
uj
S U S A N E L A N E ADJOINING PROPERTY LINE 320 EAST MAIN STREET
�^ _�_�_� �� I I - -�,P - - -°HP - - -�P OVERHEAD UTILITY
_ _ _SI, ss—� —®\ ROCKWELL, NC 28138
0 s- -�—� \� \�� I 1 DEED REF: 13 6 5/3 71 EXISTING UTILITY POLE
ow�w� "—w— W w— w— w� w_ w \� I I ® EXISTING SANITARY SEWER MANHOLE 51'F ANP Uf'� TY FI AN
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Y \ W\ W �`\ V O �� — w w w w w w— EXISTING WATER MAIN
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EXISTING FIRE HYDRANT
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<I \ \� \ 0' 20' 40' 60' CHECKED BY /
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(INTERNAL)
ARCHITECTS
1.5'
225 NORTH MAIN STREET - SUITE 501
24" OUTLET ORIFCE SALISBURY NORTH CAROLINA 28144
INV=758.5'�5
6 WQV ELEV=758.5 Phone: [phone] Email: rbsa©rbsarch.com d°
Website (www.rbsarch.com)
RECAST CONCRETE
STRUCTURE d PUBLICATION OR REUSE OF THESE DRAWINGS
(DESIGN BY OTHERS) OR ANY DETAILS THEREFROM MUST BE WITH
THE WRITTEN CONSENT OF THE ARCHITECT
d
NBC A
O QOFES
4.5
/ 4" SOLID SCH 40
/ II PVC OBSERVATION 4" DOUBLE d e`ISEAL
11 111111 11111 1 'IIII � WELL SCREW TYPE WASHED 78 STONE 12" WASHED SAND d
/ CAP ATSM C-33 OR EQ. su
:�� �NGINE� y ��,�
/ 754' �nnn��� 0
/ 754' a
/ INLET 3 753.667' 753.667'
INLET 761'
Q
INV IN = 758.6
/ INV 0 = 758.6 PVCSOLID SCH 40
OBSER OBSERVATION
INV O T = 75 .6' � �
/ � WELL d a
/ 4 752.667'
752.667'
/ �Ououo ,_) O �JOU \jo
4" SOLID SCH 40
/ 4" SCH 40 PVC ELBOW 0 0 0 0 0 0 0 O � O � 0 0 0 0 0 0 PVC PIPE TO
0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 OUTLET DRAINAGE
/ INV = 758.5' = d a SYSTEM
751.867'
i
/ MA HOLE #6 4
FOREBAY CHAMBER / IN OUT IN IN 75 54' 752.167' v d d
4" ORIFICE (TYP.) � a (� hn
20 TOTAL ORIFICES PROVIDED
OBSERVATION � � � NON-WOVEN GEOTEXTILE FABRIC LAYER -, �•„�
WELL CLEAN OUT BETWEEN GRAVEL AND SAND LAYER 6" DOUBLE
3FT ON CENTER � 751.367'
/ INV ELEV=754' WASHED 57 STONE Q�
(TYP.) (2" MIN ABOVE 4" 6.37 MIN 4� r„
UNDERDRAIN) N
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SHWT ELEVATION=
4" PERFORATED SCH 40 PVC UNDERDRAIN �"
745' � � �`�
i WRAPPED IN NON-WOVEN GEOTEXTILE FABRIC �v �
INV=7 2.23" = ® 0.5% SLOPE y N
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4 X 4' ERFORATED SCH 40
SAND FILTER - SIDE VIEW - 1 �- o o oz
0(57PVCNDERDRAIN LF EACH) PRECAST CONCRETE STRUCTURE INV 752. L _
NOT TO SCALE 0
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(DESIGN BY OTHERS) �.
/ 4'x4' RIM AND GRATE FOR 0 j Q z
/ NANCE OBSERVATION 4
4 �
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INV=753.167 / 3 ACCESS POINTS FOR _ v
EACH CHAMBER (TYP.) Ii
CHAMBER ' a v lu
� d TOP OF BOX=761' r..
5' (INTERNAL) d
5'
1.5'
111 fllllllllllllllllllllllllllllllllll / = d
24" OUTLET ORIFCE WQV ELEV=758.5
11111111111111111111111111 NI111111111 INV=758.5' a
/ 111111111 45LF4" PVC ©/
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0.5% SLOPE �
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PRECAST CONCRETE
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STRUCTURE d
(DESIGN BY OTHERS)
\ / d
7.833'-8.133 SAND CHAMBER' CHAMBER m
\\ 4.5' Z ca
d w t U U
\ / 4" DOUBLE w w w
\ 1 V = 753.0' WASHED 57 STONEF-
\\ / 15 CONCRETE DIVIDER WALL o
.y � OO OO OO
(DESIGN BY OTHERS) i w
\\ 754'
4" ORIFICE O 0 O' Od Od
0 0 0 0 0 0 0 o w w w w
\ / d 753.667'
\ / FOREBAY CHAMBER Z Z Z
a
12" WASHED SAND
(ASTM C-33 SAND OR EQUIV.)
N N M M
N O
12" ON CENTER-
NON-WOVEN GEOTEXTILE FABRIC LAYER 752.667'
/ \ BETWEEN GRAVEL AND SAND LAYER o
\
\ / 752.167'-751.867' z `�' "�' �•
/ \\ UNDERDRAIN OUTLET / a 4 a4 d
/ INV=752.0' /
\\ 4" PERFORATED SCH 40 PVC UNDERDRAIN
\\ WRAPPED IN NON-WOVEN GEOTEXTILE FABRIC 6" (MIN) DOUBLE WASHED 57 STONE
520 @ 0.5% SLOPE (2" MIN ABOVE 4" UNDERDRAIN)
\
\ SAND FILTER - SIDE VIEW - 2
\
\\ NOT TO SCALE
\
\
SAND FILTER - SIDE VIEW - 2 SAND FILTER NOTES:
1. SAND FILTER IS TO BE CONSTRUCTED PER ALL NCDEQ REQUIREMENTS.
NOT TO SCALE
2. ENSURE SITE IS COMPLETELY STABILIZED PRIOR TO THE INSTALLATION OF THE SAND FILTER MEDIA. IF ANY SEDIMENT HAS ACCUMULATED
IN THE SAND FILTER, ALL SEDIMENT MUST BE REMOVED PRIOR TO PLACEMENT OF SAND FILTER MEDIA.
OSHA NOTE: 3. THE LOWEST POINT OF THE SAND FILTER HAS BEEN DESIGNED TO BE MORE THAN THE MINIMUM OF 1 FT ABOVE THE SHWT ELEVATION.
WHETHER THE PROPOSED SAND FILTER IS CONSTRUCTED VIA POUR IN PLACE CONCRETE OR
PRECAST STRUCTURES DELIVERED TO THE SITE, THE CONSTRUCTION OF THE SAND FILTER 4. THE TEMPORARY STORAGE VOLUME IN BOTH THE SEDIMENT AND SAND CHAMBERS HAVE BEEN DESIGNED TO HAVE EQUAL DESIGN STORAGE
SHOULD PROVIDE OSHA APPROVED ACCESS FOR INSPECTION AND MAINTENANCE OF THE VOLUMES.
SAND FILTER.
5. THE SAND FILTER MEDIA SHALL BE MAINTAINED IN A MANNER THAT RESULTS IN A DRAWDOWN OF AT LEAST TWO INCHES PER HOUR AT
m
N THE SAND SURFACE.
0
N
CD 6. CLEAN OUT PIPES/OBSERVATION WELLS HAVE BEEN PROVIDED AT BOTH ENDS OF EACH UNDERDRAIN.
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a
7. MANHOLE ACCESS LIDS/GRATES SHALL BE PROVIDED FOR EASY INSPECTION AND MAINTENANCE OF BOTH THE SEDIMENT AND SAD ® C KWE LL
0 CHAMBERS.
8. IF THE STRUCTURE IS INSTALLED VIA MULTIPLE PRECAST SECTIONS, THE SECTIONS MUST BE TIED TOGETHER IN A MANNER TO PROVIDE A
co
rn BC
00
WATERTIGHT SEAL AND ENSURE ALL STORMWATER RUNOFF HELD IN THE SAND FILTER PASSES THROUGH THE BAFFLE ORIFICES AND S T®R E
11� THROUGH THE SAND FILTER MEDIA.
w
cu
320 EAST MAIN STREET
9. AN ENGINEER'S CERTIFICATION IS REQUIRED PRIOR TO CLOSE OUT OF THE PROJECT. IF SUMMEY ENGINEERING ASSOCIATES, PLLC IS ROCKWELL, NC 28138
REQUESTED TO PERFORM THE BMP CERTIFICATION, SUMMEY ENGINEERING IS TO BE NOTIFIED A MINIMUM OF 10 BUSINESS DAYS PRIOR TO
o THE START OF BMP CONSTRUCTION. SUMMEY ENGINEERING STAFF MUST BE PRESENT ON SITE DURING MULTIPLE POINTS OF CONSTRUCTION
z IN ORDER TO COMPLETE THE BMP CERTIFICATION. THE CONTRACTOR IS TO COORDINATE THE INSPECTION/CERTIFICATION OF THE BMP WITH
ENGINEER.
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E-7783 D F
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