HomeMy WebLinkAboutC200 SITE PLAND DDDDDDDDD
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S61
°
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'
4
8
"
E
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'S28°40'59"W 192.79'S61
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'
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'S30°37'31"W 41.71'S72°09'4
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"
W
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2
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8'
S89°03'11"W 423.55'
DELTA=10°10'10"
R=3036.83'
T=270.22'
L=539.01'
CH BRG=N20°36'00"E
CH LEN=538.30'
PR
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EX. POND
11
E(A)P4
P4
P4
P4
P4
H1
H1
H1
H1
H1
H1
H1
H2
H2
B1
B2
B2
B2
H6
H6
H6
H6
H6
H6
H3
H3
H8
H7
H9
A2
A2
A3
S2 TYP.
S3
H8 H7
S3
H7
H8
H7
H7
H7
H8
H8
H7
S3
S3
S3
S4 TYP.
S4 TYP.
S4 TYP.
S4 TYP.
S5
TYP.
A2
A2
A2
A2
H10
P3
P3
P3
P3
H1
H6
H1
H1
H1
S6
S6
S6
H9
P2
H7
C200SITE PLANw190175-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 SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED.
19.ALL ON-SITE STORM SYSTEM WILL BE PRIVATE.
SITE DATA
SITE AREA = 3.37 AC
BUILDING AREA TOTAL=50,321 SF
PERCENT IMPERVIOUS = 59%
ZONING = MC
REAR YARD BSL REQUIRED = 20 FT
REAR YARD BUFFER = 15 FT
SIDE YARD BSL REQUIRED = 15 FT
SIDE YARD BUFFER = 20 FT
PARKING REQUIRED:
PARKING REQUIREMENT: 1 PER 200 SF OF
COMMERCIAL, 1 PER HOTEL ROOM
6318
200 =32, 102 ROOMS
PARKING REQUIRED = 134 SPACES
PARKING DIMENSIONS = 9'x18', 9'x20'
BIKE PARKING REQUIRED
SHORT TERM = 4 SPACES (6 PROVIDED)
LONG TERM = 7 SPACES WITHIN BUILDING
PARKING PROVIDED:
91 - NEW STANDARD SPACES
5 - NEW ADA SPACES
96 - TOTAL NEW SPACES
REMAINDER OF REQUIRED PARKING IS
SATISFIED BY RECIPROCAL PARKING
AGREEMENT (DMS 4483639v3) FOR THE ENTIRE
CMC DEVELOPMENT.
SITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT PAVING
STANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERS
STORM INLET WITH CONCRETE APRON SHOWN ON SHEET C302
MATCH EXISTING PAVEMENT
HARDSCAPE
6" STRAIGHT CURB
INTEGRAL WALK AND CURB
MATCH EXISTING CURB
TAPER CURB WITHIN 3 FEET
CONCRETE PARKING BARRIER
CONCRETE SIDEWALK
ACCESSIBLE RAMP
PAVEMENT FLUSH WITH SIDEWALK
TRANSFORMER PAD LOCATION
CONCRETE FLUME THROUGH CURB
BUILDING ACCESSORIES
DUMPSTER ENCLOSURE
CANOPY/PORTE COCHERE/AWNING
ACCESSORIES
BOLLARD
LIGHT POLE AND BASE
BIKE PARKING
SIGNAGE & MARKINGS
POLE/GROUND SIGN LOCATION
ACCESSIBLE PARKING SPACE
PEDESTRIAN CROSSWALK
4" PAINTED WHITE SOLID LINES (TYP)
4" PAINTED WHITE SOLID LINE ISLAND
NATIVE PLANTING PROTECTIVE SIGNAGE
H1
H2
H3
H4
H5
H6
H7
H8
H9
B1
B2
A1
A2
A3
S1
S2
S3
S4
S5
P1
P2
P3
P4
RUSSELL L . W EBST
E
R
I
I
PRO
FESSION A L E N GINEERREG I S T ER
E
DIND I A N A
PE11900318
STATE OF
NO.REVISIONS AND ISSUESPart of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR:13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W19.0175DATEBY11.13.2019SSRDATE:RLWKnow what's below.
before you dig.Call
R
SAAMRAJYA, LLCPLANS SUBMITTED FOR REVIEW05.15.2019RLWW
S
N
E ENGINEERS317 | 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.SMRUSSELL L. WEBSTER II, PE No. 11900318
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHER
EXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP. WEIHE
ENGINEERS, INC. AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLY
FOR THE SITE IMPROVEMENTS RELATED TO THE LIMITED ENGINEERING
SCOPE SHOWN ON THESE PLANS.PLANS REVISED FOR TAC COMMENTS05.15.2019RLWPLANS REVISED FOR TAC COMMENTS11.13.2019RLWAPPROVAL PENDINGNOT F
OR C
O
NSTR
UCTI
O
N
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
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
P1
P1
P1
P1
P1
P1
P1
P1
P1
P2
H10
S6