HomeMy WebLinkAboutC200 SITE PLANN85°42'37"E (R)
N55°31'
24"
E (
R)
N43°33'22"E (R)R=7
9
5.
0
0
'L422.02'
N56°19'19"
E 66.0
8' (
M)N48°10'22"E 110.00' (M)N36°15'44"E 50.04' (M)N05°40'17"E (R)N19°53'02"W 166.73' (M)N
4
6
°
5
7
'
0
9
"
W
9
8
.
6
3
'
(
M
)
N
4
3
°
3
4
'
0
8
"W
9
6
.
5
4
'
(M
)S53°43'25"W 266.26' (
M)
S35°18'47"E 36.27' (M)
N86°30'32"E 36.58' (M)
N44°21'17"E 54.09' (M)S52°55'30"W (R)N47°22'27"E (R)N35°27'49"E (R)N06°28'12"E 31.36' (M)N20°40'57"W (R)N
4
7
°
4
5
'
0
4
"
W
(
R
)
N
4
4
°
2
2
'
0
3
"W
(
R
)
S36°06'42"E (R)S18°40'04"E (R)S17°52'15"E 119.53' (M)=PROPOSED BU
ILD
INGGFA=31,808
SFFFF=889.40M.F
.P
.G
.=887
.13M.L
.A
.G
.=888
.40
11
14
23
23
8
14
9
3
5
8
4
10
POND
N.P. = 883.00
100 YR. = 887.13
T.O.B. = 887.13
POND
N.P. = 879.00
100 YR. = 883.67
T.O.B. = 888.67
H2
P1
P1
P1
P1
P1
P1
P2
P4
P4
H1
H1
H1
H1
H1
H1
H1
H1
H1
H2
H3
H3
H4
H4
H5
H5
H5
H5
H2
H5
H5
H6
H6
H6
B1
S1
TYP.
S1
TYP.
S2
S2
S2
S2
S2
S2
S2
S2
H9
H2
H7
H7
H7
H8
S3
S3
P2
A1
A1
A1
A2
P3
P3
P3
P3
A1H7
H11
H7
H1
H8
H7
A1
S4
H7
H10 H11
S3
S3
H4
H4
H8
H7H8
BMP ACCESS EASEMENT
BMP ACCESS EASEMENT
BMP ACCESS EASEMENT
BMP ACCESS EASEMENT
BMP ACCESS EASEMENT
BMP ACCESS EASEMENT
H8
H8
A1
S5
S5
S5
H7H8
C200SITE PLANw180330-C200 siteSITE PLAN GENERAL NOTES
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM
THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTORS.
3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926,
SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET
IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN
DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A
REGISTERED PROFESSIONAL ENGINEER.
4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND
CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS
PROJECT.
5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL STANDARDS.
6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT
INFORMATION.
7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE
PROJECT.
8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL
CURB OR FACE OF BUILDING.
9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING
DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING
FROM THESE PLANS.
10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF
APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE
AS REQUIRED.
11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL
CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET.
12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED
ON ACTUAL FIELD LAYOUT COORDINATES.
13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR
TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES
ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO
EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED
PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF
PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF
EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A
TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT
IS INDICATED TO JOIN EXISTING.
15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS
ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS,
SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS
COMPLETE.
16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY
DETAILS.
18.REFER TO SHEETS C201 AND C202 FOR SITE PLAN DETAILS UNLESS
OTHERWISE NOTED.
19.ALL ON-SITE STORM SYSTEM WILL BE PRIVATE.
SITE DATA
SITE AREA = 2.72 AC
BUILDING AREA = 31,808 SF
PERCENT IMPERVIOUS = 56.4%
ZONING = B-5
FRONT YARD BSL REQUIRED = 15 FT
REAR YARD BSL REQUIRED = 15 FT
SIDE YARD BSL REQUIRED = 5 FT
PARKING REQUIRED:
PARKING REQUIREMENT: 1 SPACE PER 250 SQ. FT. OF FLOOR AREA
PARKING REQUIRED = 128 SPACES
PARKING DIMENSIONS = 9' x 18'
BIKE PARKING REQUIREMENT: 1 SPACE FOR EACH 20,000 SQ. FT.,
MINIMUM OF 4 SPACES
BIKE PARKING REQUIRED = 4 SPACES
PARKING PROVIDED:
126 - STANDARD SPACES
6 - ADA SPACES
132 - TOTAL SPACES
SITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT PAVING
STANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERS. SEE
SHEET C202 FOR CARMEL DETAILS 10-22 & 10-23.
STORM INLET WITH CONCRETE APRON SHOWN ON SHEET C602
MATCH EXISTING PAVEMENT
HARDSCAPE
6" CURB AND GUTTER. SHOWN ON SHEET C201.
INTEGRAL WALK AND CURB. SHOWN ON SHEET C201.
MATCH EXISTING CURB
TAPER CURB WITHIN 3 FEET. SHOWN ON SHEET C201.
CONCRETE SIDEWALK. SHOWN ON SHEET C201.
10' MULTI-USE PATH. SEE SHEET C202 FOR CARMEL DETAIL 10-20.
ACCESSIBLE RAMP. SHOWN ON SHEETS C201 & C202.
PAVEMENT FLUSH WITH SIDEWALK
TRANSFORMER PAD LOCATION
DEPRESSED CURB AT ENTRANCE. SEE SHEET C202 FOR CARMEL
DETAIL 10-22.
SIDEWALK ADJACENT TO CURB. SHOWN ON SHEET C201.
BUILDING ACCESSORIES
DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS)
ACCESSORIES
LIGHT POLE AND BASE
BIKE RACK
SIGNAGE & MARKINGS
ACCESSIBLE PARKING SPACE. SHOWN ON SHEET C201.
4" PAINTED WHITE SOLID LINES (TYP)
PEDESTRIAN CROSSING
MONUMENT SIGN
ADA SIGN
H1
H2
H3
H4
H5
H6
H7
H8
H9
B1
A1
A2
S1
S2
P1
P2
P3
P4
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BUILDING SETBACK LINE
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)CONCRETE PAVEMENT
ROW RIGHT OF WAY
BSL BUILDING SETBACK LINE
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
12 PARKING COUNT
STANDARD DUTY ASPHALT
STONE
PAVEMENT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
SECTION LINE REVISIONS AND ISSUESPart of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW18.0330PREPARED FOR:10255 COMMERCE DRIVEPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:MLTDESIGNED BY:DWG NAME:PROJECT NO.:W18.0330DATEBY03.31.2019MLTDATE:RLWKnow what's below.
before you dig.Call
R LINK OFFICE SUITESSUBMITTAL TO CARMEL ADLS/DP09.21.2018MLTW
S
N
E
STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR TAC COMMENTS11.21.2018MLTREVISED FOR TAC COMMENTS12.05.2018MLTREVISED FOR TAC COMMENTS01.02.2019RLWREVISED FOR TAC COMMENTS01.08.2019RLWREVISED SANITARY SEWER LATERAL03.13.2019RLWFINAL CONSTRUCTION PLANS03.31.2019RLW03.31.2019
S3
S4
H10
H11
S5