HomeMy WebLinkAboutC200 SITE PLANZONE: PUD
ZONE: PUD
ZONE: PUD MEETING HOUSE ROADBUILDING 9
BLOCK "F"
BLOCK
"F"
PARCEL #17-09-28-00-07-002.000
BUILDING 8
GFA = 1,600 S.F.
FFE = 897.90
LOCAL ELEV=896.68
(CLOSEST INLET CASTING)
POND #8 100-YR ELEV=889.25
M.F.P.G. = 891.25
M.L.A.G. = 897.88
S00°08'09"E 25.00'
N89°51'51"E 85.50'
N00°08'09"W 25.00'
S89°51'51"W 85.50'
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C200SITE PLANw160607-C200SITE 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.
SITE DATA
SITE AREA = 0.05 AC
BUILDING AREA = 1600 SF
PERCENT IMPERVIOUS = 92%
ZONING = PUD
FRONT YARD BSL REQUIRED = 10 FT
SITE PLAN NOTES
HARDSCAPE
6" CURB AND GUTTER
CONCRETE STOOP
CONCRETE SIDEWALK
EXISTING ACCESSIBLE RAMP
EXISTING PARKING TO REMAIN
MATCH EXISTING CURB. CONTRACTOR SHALL CONFIRM THAT
PROPOSED STYLE MATCHES EXISTING CURB STYLE. CONTACT
ENGINEER IF MODIFICATIONS TO THE PLAN ARE NECESSARY.
DRIVEWAY
ACCESSORIES
LANDSCAPE PLANTING AREA CONCRETE SURROUND
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H2
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H4
A1
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
PARKING METER
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
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
ROW RIGHT OF WAY
BSL BUILDING SETBACK LINE
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
12 PARKING COUNT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
SECTION LINE
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H7 REVISIONS AND ISSUESW16.0607PREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0607DATEBY10.08.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
D.B. KLAIN CONSTRUCTION, LLCVILLAGE OF WEST CLAY LOT 8SUBMITTED FOR REVIEW10.04.2021 RLW
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E E N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB u ild w ith c o n f id e n c e .S MPART OF BLOCK "F", VILLAGE OF WEST CLAY, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAMEETINGHOUSE ROAD, CARMEL, INDIANA 46032RUSSELL L. WEBSTER II, PE No. 11900318
10/8/2021RUSSELL L .WEBST
ER I
IPROFESSIONAL E NGINE ERREG IS TER
E
DINDIA N A
No. PE11900318
STATE OFFINAL CONSTRUCTION PLANS10.08.2021 RLW01/11/22