HomeMy WebLinkAboutConstruction Plans (2) October 25, 2012 "lEIVE
2012
SUBMITTAL UPDATE ,,fC .?
FOR
RAMA CARWASH MODIFICATIONS
RE: Rama Carwash Modifications
Dear Angie Conn:
Included in this submittal are a more complete set of construction plans for the proposed
modifications to the existing Carwash on Carmel Drive. Copies of these plans have also been
distributed to members of the Technical Advisory Committee for review and it is our intention to
work with them to address any comments that they have.
One item I would like to address specifically is the sign package. Our initial sign package
submittal brought to light a number of variance issues regarding size and height of our signs.
We will be evaluating and fine tuning our original submittal and it is likely we will submit a
variance request to the BZA. Our request to the sub-committee is that they consider approval of
the site modifications with a condition on the signs that they be installed per the outcome of the
BZA hearings.
I look forward to discussing this project at the sub-committee meeting on November 7th and If
you should have any further questions or comments please feel free to contact me directly at:
Corey Williams
SEA Group, LLC
cawcseagrouplIc.corn
(317) 844-3333
Sincerely,
(/)„
/oW cf00020
Mt'%I L1T 11r• r%r•n1AIAIIAln CARMEL DRIVE
��"'� I I Unowwhat's�l�0Olfi9.
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20 0 10 20
(IN FEET)
I inch 20 ft.
SYMBOL LEGEND
S u r v e y o r s
SEA GROUP MONUMENT SET
494 Gradle Drive Phone: 317.844.3333
SIGN
®
FIRE MAIN
GAS
GAS LINE MARKER
PROJECT LOCATED IN:
®
CONCRETE MONUMENT SET
EXISTING CONDITIONS
LARGE SIGN
PREPARED FOR:
FIRE HYDRANT
GV
GAS VALVE
Indianapolis, IN 46107
X
CUT "X" SET
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UTILITY POLE
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WATER METER
GAS METER
BRASS PLUG FOUND
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TELEPHONE MANHOLE
COPPER WELD FOUND
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GROUND LIGHT
WATER WELL
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SURVEY MARKER FOUND
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CURB INLET
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SANITARY SEWER MANHOLE
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SECTION CORNER (AS NOTED)
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LARGE TREE
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DRAINAGE INLET
SAN
SANITARY SEWERI MARKER
lii�
BENCHMARK (AS NOTED)
AIR CONDITONEER
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STORM SEWER MANHOLE
RIGHT OF WAY MARKER
MAIL BOX
AIR / VACUUM EQUIPMENT
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CABLE UTILITY
° Grou
S u r v e y o r s
Engineers Architects
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
www.SEAGroupLLC.com
PROJECT ADDRESS:
431 E CARMEL DRIVE
CARMEL, IN 46032
PROJECT LOCATED IN:
SECTION 31 TWP 18 NORTH, RANGE 04 EAST
CLAY TOWNSHIP, HAMILTON COUNTY
EXISTING CONDITIONS
DEMO PLAN
PREPARED FOR:
RAMA CARWASH
Tony Viduya
4752 S Emerson
Indianapolis, IN 46107
REV. #
DATE
REV. DESC.
CERTIFIED BY:
IG��R%
w�P\ ; ��G15TER' •.� /lam ®�
No.
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� 4
STATE OF
®�e '4'••. f NDtANP •' •ON�®
4/ ••........-
°�� ® ®� SURVc x
DATE: 10/24/12
APPROVED BY: BCR
D RAW N BY: CAW
DATE OF LAST FIELD WORK: 9/11/12
DATE PLOTTED: 10/24/12
REFERENCE #:C12 -7262
PROJECT NUMBER:
12-7341
C1 ■
nr,1K1T nc MC/"%1A1A11A1t'-% CARMEL DRIVE
O OA PROPOSED ASPHALT PAVEMENT
O OB PROPOSED CONCRETE CURB
O OC PROPOSED CONCRETE PAVEMENT no
O OD RELOCATED TRASH ENCLOSURE
O OE CARVAC SERIES C
O OF VACUUM STATION
6 "x6 "- W2.9xW2.9 WWF
5" CONCRETE PAVEMENT
MEDIUM BROOM FINISHED
WITH CONCRETE CURRING
COMPOUND.
a o 0
a a a a o a
4 Q Q
)MPACTED STONE
E COMPACTED TO 00 00 00 00 O
WDARD PROCTOR \ \ \ \ \ \\ \\ \\
OC CONCRETE PAVEMENT SECTION
NOT TO SCALE
1" NO. 11 B SURFACE
2" NO.9 BINDER
2" NO. 53 STONE
"
t 4 NO.2 STONE
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
O LIGHT DUTY ASPHALT
PAVEMENT SECTION
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3" TOP SOIL
COMPACTED
BAC KIILL
24'
LASE DIME 304S FOR LOCAL ROADS ONLY
20 0 10 20
( IN FEET)
1 inch= 20 ft.
24`
3' TOP SOIL 1
��••1�R., E 2' FADIUS
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• , • CONCRETE
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LSE DWENSMS FOR ALL RWS EXCEPT LOCAL ROADS
C04181NED CURB AND CUTTER TYPE l//
NO SCALE
NOTES: INTEGRAL CURB WTH CONCRETE PA'"ENT SHALL BE SIVILAR SHAPE
CURE ALL EXPOSED SLfACES
CON7ACTiOM X13 TS SHALL BE IM ID OR SAWED IN CON11163USLY FOLFM CLIRBS TO A 0 WLN C'Em OF 112-
DAMPEN VLECRUE a70RE PLACING COnCFETE
CONTROL JOINTS EVERY 5 MA14J4 ON RA01I 011,MWSE MY 10' UA>WLIJ. PP,EFCFWED EKPIWSICN JOINT VERY W WAXWX
NO BAO(RWNG OR CUFACTION WAY OCCLfi.12r Fi09 CURB UNTIL 5 FuL, DAYS HAVE PA35D AFTER P'-ACING CONCRETE
SIIALL Cr{ -OW TO CITY'S CONMETE CL1fiO POLICY IN ALL RESPICM
° G r ou
S u r v e y o r s
Engineers Architects
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
www.SEAGroupLLC.com
PROJECT ADDRESS:
431 E CARMEL DRIVE
CARMEL, IN 46032
PROJECT LOCATED IN:
SECTION 31 TWP 18 NORTH, RANGE 04 EAST
CLAY TOWNSHIP, HAMILTON COUNTY
SITE PLAN
PREPARED FOR:
RAMA CARWASH
Tony Viduya
4752 S Emerson
Indianapolis, IN 46107
REV. #
DATE
REV. DESC.
LEGEND:
PROPERTY BOUNDARY
° PROPOSED CONCRETE PAVEMENT
SEE DETAIL BELOW
PROPOSED ASPHALT
PROPOSED ASPHALT PAVEMENT
CERTIFIED BY:
°
ER-;0
iT
* = LS20200083
';. STATE OF ;' o
DATE: 10/24/12
APPROVED BY: BCR
D RAW N BY: CAW
DATE OF LAST FIELD WORK: 9/11/12
DATE PLOTTED: 10/24/12
REFERENCE #:C12-7262
PROJECT NUMBER:
M 12-7341
C2nO
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20 0 10 20
(IN FEET)
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S u r v e y o r s
Engineers Architects
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
YmmSEAGroupl-Mcom
PROJECT ADDRESS:
431 E CARMEL DRIVE
CARM E L, IN 46032
PROJECT LOCATED IN:
SECTION 31 TWP 18 NORTH, RANGE 04 EAST
CLAY TOWNSHIP, HAMILTON COUNTY
GRADING PLAN
PREPARED FOR:
RAMA CARWASH
Tony Viduya
4752 S Emerson
Indianapolis, IN 46107
REV. #
DATE
REV. DESC.
LEGEND:
PROPERTY BOUNDARY
TC 000.00 PROPOSED SPOT ELEVATION
j BC 000.00 TC = top of curb, BC = bottom of curb
i
X 639.80 EXISTING SPOT ELEVATION
--6,39-- EXISTING CONTOUR
CERTIFIED BY:
oo ® ® ® ® ®RAIG ® ® ® ®e
��: No.
* = LS20200083
';• STATE OF
° °���••SURV� ®®
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DATE: 10/24/12
APPROVED BY: BCR
D RAW N BY: CAW
DATE OF LAST FIELD WORK: 9/11/12
DATE PLOTTED: 10/24/12
REFERENCE #:C12-7262
PROJECT NUMBER:
M12 -7 41
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POINT OF BEGINNING
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834.72
835.00
FLANNER & BUCHANAN, INC.
DEED BOOK 326, PAGE 152
FLANNER & BUCHANAN, INC.
DEED BOOK 336, PAGE 841
CARMEL DRIVE
N89 °55'00 "E 14. �-
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EXISTING
� IMPERVIOUS CALCULATION
`n _
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cn
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8 - " 143.37'
S u r v e y o r s
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= 14,370 sf.
IMPERVIOUS AREA
= 8,854 sf.
A
8311319
830.95
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8
IMPERVIOUS AREA
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831.06
x 631.20
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831.28
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X 830.81
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- X 0.91 AREA 831.31
831.57 . 830. ` � ` � -
x 631.30
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x 831. 84
x 39 1.36
831.73 x 831.26
X 8 .21
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00 TOP OF CASTING - 831.58
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833.42
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833.15 x 872.77
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\ x 833.83
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UNITED STATES POSTAL SERVICE
INSTRUMENT J9709726185
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SHED AREA "A"
S u r v e y o r s
TOTAL AREA
= 14,370 sf.
IMPERVIOUS AREA
= 8,854 sf.
A
8311319
830.95
TOTAL AREA
= 16,418 sf.
IMPERVIOUS AREA
= 10,050 sf.
'171
831.06
x 631.20
TOTAL AREA
= 9,768 sf.
X 831.36 x 831.10
= 2,776 sf.
REV. #
DATE
x831.41
1., f
_8811:
43 .49
/ 1233 ?1
8832762 � .:.633,630
r
iN
�\ 2.55
PROPERTY BOUNDARY
\
(MATCH EXISTING)
X 639.80 EXISTING SPOT ELEVATION
--6,39-- EXISTING CONTOUR
M. E. MATCH EXISTING ELEVATION
83
.
... ,
ST.
CIO
* LS20200083 * e
';. STATE OF
o `o
�p 9 ••• /A/DIA A ' •���®
•••........ °o
831.58
/ /\
APPROVED BY: BCR
DRAWN BY: CAW
DATE OF LAST FIELD WORK: 9/11/12
DATE PLOTTED: 10/24/12
REFERENCE #:C12-7262
PROJECT NUMBER:
M12 -7 41
C301OCT ;.
1" J [jegaWZ
B832Z80
832.43 x832.20 x 832.13 W
832.98 •/
832.97 \
S H E\D
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X 632.62 M
' J
833.42
X 832.73 \ `i
833.15 x 872.77
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833.31 x 833.1 833.00 x 832.84 X .82
M21135
x
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:882,338
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\ PA]2784
. tS213$
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f2 .2. o32.
(1 86?�fB z
832.42
832.27
/ 285NM
t
i
8J .48 ❑ � r�
��I88YSi9
TOP CAST! G - 832.68
INV. NW - 12� RCP - 826.08
X93 :J5f7
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33.94 SHED
\ x 833.83
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UNITED STATES POSTAL SERVICE
INSTRUMENT J9709726185
t383358� -�
f1e63�6, �
!y7
/ C
6a�a5
11 c11
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1;
633:69
SHED AREA "A"
S u r v e y o r s
TOTAL AREA
= 14,370 sf.
IMPERVIOUS AREA
= 8,854 sf.
SHED AREA "B"
431 E CARMEL DRIVE
TOTAL AREA
= 16,418 sf.
IMPERVIOUS AREA
= 10,050 sf.
SHED AREA "C"
PREPARED FOR:
TOTAL AREA
= 9,768 sf.
IMPERVIOUS AREA
= 2,776 sf.
PROPOSED
IMPERVIOUS CALCULATION
SHED AREA "A"
S u r v e y o r s
TOTAL AREA
= 14,370 sf.
IMPERVIOUS AREA
= 10,179 sf.
SHED AREA "B"
431 E CARMEL DRIVE
TOTAL AREA
= 16,418 sf.
IMPERVIOUS AREA
= 11,167 sf.
SHED AREA "C"
PREPARED FOR:
TOTAL AREA
= 9,768 sf.
IMPERVIOUS AREA
= 3,918 sf.
A/-, Group,.
S u r v e y o r s
Engineers Architects
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
www.SEAGroupLLC.com
PROJECT ADDRESS:
431 E CARMEL DRIVE
CARMEL, IN 46032
PROJECT LOCATED IN:
SECTION 31 TWP 18 NORTH, RANGE 04 EAST
CLAY TOWNSHIP, HAMILTON COUNTY
GRADING PLAN
PREPARED FOR:
RAMA CARWASH
Tony Viduya
4752 S Emerson
Indianapolis, IN 46107
REV. #
DATE
REV. DESC.
LEGEND:
PROPERTY BOUNDARY
6ao.so PROPOSED SPOT ELEVATION
(MATCH EXISTING)
X 639.80 EXISTING SPOT ELEVATION
--6,39-- EXISTING CONTOUR
M. E. MATCH EXISTING ELEVATION
CERTIFIED BY:
.
... ,
ST.
CIO
* LS20200083 * e
';. STATE OF
o `o
�p 9 ••• /A/DIA A ' •���®
•••........ °o
DATE: 10/24112
APPROVED BY: BCR
DRAWN BY: CAW
DATE OF LAST FIELD WORK: 9/11/12
DATE PLOTTED: 10/24/12
REFERENCE #:C12-7262
PROJECT NUMBER:
M12 -7 41
C301OCT ;.
.fl
,
PROPOSED LANDSCAPING
OFZIGIKFMIAL
LANDSCAPE
PLAN
WAIER
FAN
IU
F
UO �
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(now what's h00619.
Ca00 before you dig.
20 0 10 20
( IN FEET)
1 inch= 20 ft.
Q
FM P09
CH MSAELTT(
M
N T AV IQIN^ AVA E UFI G" N TR TI N
THE SUREST WAY TO PROTECT TREES THAT ARE TO BE WED IS TO:
(1) WORK WFT-i THE BUILDER TO LOCATE AND t.IAPK iWrrH FLAGGNG AND /OR
SIGNS ALL CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND
AREAS FOR STORAGE OF SULDING UATERWS. M EI. AND 5QIL. OUT THE D(ACT
l CA ONK OF TREN01ES. AND (3) ERECT PWSICAL 8ARRu7qS AROUND ALL
"SUM- TREES OR, BETTER YET, ARCUND CROUPS Of TREES. NEAR
THE CONSTRUCT*14 AMITY.
BARRIERS THAT EXTEND' BEYOND THE DRIPLINE PROTECT TREES CURING CONSTRUCTION.
TREE PRESERVATION DETAIL
(NO SCALE)
GENERAL LANDSCAPING NOTES:
SITE MODIFICATIONS WILL NOT AFFECT ALL AREAS AND EXISTING PLANTINGS ARE TO BE EVALUATED TO DETERMINE THEIR HEALTH. DEAD OR DYING
PLANTS /TREES ARE TO BE REPLACED PER ORIGINAL LANDSCAPE PLAN.
HEALTHY SHRUBS /TREES THAT ARE TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION.
PROPOSED LANDSCAPE PLAN SHOWS AREAS WHERE SITE MODIFICATIONS ARE ANTICIPATED TO AFFECT EXISTING PLANT MATERIALS.
SCHEDULE OF PLANT MATERIALS
F C/F,GrouR
S u rV e y o r S
Engineers Architects
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
www.SEAGroupLLC.com
PROJECT ADDRESS:
431 E CARMEL DRIVE
CARMEL, IN 46032
PROJECT LOCATED IN:
SECTION 31 TWP 18 NORTH, RANGE 04 EAST
CLAY TOWNSHIP, HAMILTON COUNTY
LANDSCAPE PLAN
PREPARED FOR:
RAMA CARWASH
Tony Viduya
4752 S Emerson
Indianapolis, IN 46107
REV. # DATE REV. DESC.
LEGEND:
640.50
X 639.80
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
(MATCH EXISTING)
EXISTING SPOT ELEVATION
--639-- EXISTING CONTOUR
M. E. MATCH EXISTING ELEVATION
CERTIFIED BY:
No. •�
* LS20200083
® • 4
i STATE OF
• s
DATE: 10/24/12
APPROVED BY: BCR
DRAWN BY: CAW
DATE OF LAST FIELD WORK: 9/11!12
DATE PLOTTED: 10/24/12
REFERENCE #:C12 -7262
PROJECT NUMB17 u--rx.
M 12 -7341
C 6.0