HomeMy WebLinkAboutC200 SITE PLAN146TH STREET
DAVID & BETH BIDGOOD
INST. NO. 2015009469
OVERBROOK FARMS
SEC. 1 INST. NO. PC 4,
SLIDE 161
OVERBROOK FARMS SEC. 2
INST. NO. 2014053278
OVERBROOK FARMS
SEC. 3 INST. NO.
2014053278
DAVID & BETH BIDGOOD
INST. NO. 2015009469
S89°43'27"W 656.65'
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N89°42'35"E 1312.54'
146TH STREET
15' DRAINAGE
EASEMENT
20' ACCESS
EASEMENT
21
3
2
PROPOSED 30'
SANITARY SEWER
EASEMENT
P1
P1
P1
TYP
TYP
B2
P1
P1
P2
P2
P2
P2
P3
P4
P5P5
H1
H1
H2
H3
H3
H3
H3
H3
H4
B1
B2
A3
A2
A2
A2
A2
A2
A2
A2 A2A2
A2
A2
A2
A2
A1
A1
A1
A1
A1
A1
A1 A1
A1
A1
S1
S2
S5
TYP
S3
S4
P2
P2
A4
A4
A4
A4 A4
A4
S3
H5
H5
A4
A4
H6
TYP.
A3
C200
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SITE 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 CONSTRUCTION AREA = 29.48 AC
BUILDING AREA = 40,656 SF
PERCENT IMPERVIOUS = 7.6%
ZONING = S-1
FRONT YARD BUFFER = 40 FT
REAR YARD BUFFER = 15 FT
SIDE YARD BUFFER = 50 FT
PARKING REQUIRED:
PARKING REQUIREMENT: TBD
PARKING REQUIRED SPACES = TBD
PARKING DIMENSIONS = 9' x 20'
BIKE PARKING REQUIRED = TBD
PARKING PROVIDED:
24 - STANDARD SPACES
2 - ADA SPACES
26 - TOTAL SPACES
SITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT PAVING
EDGE OF ASPHALT PAVING WITH THICKENED EDGE
HEAVY DUTY CONCRETE WITH 1' CHAMFERED CORNERS
STANDARD DUTY CONCRETE PAVING
MATCH EXISTING PAVEMENT
H1
H2
H3
H4
B1
B2
A1
A2
A3
S1
S2
S3
S4
S5
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
BUILDING SETBACK LINE
BOUNDARY LINE
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
HANDICAPPED 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
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
CONCRETE PAVEMENT
DISTRIBUTION BOX
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
GRAVEL PATH
PAVEMENT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
SECTION LINE
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before you dig.Call
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STEVEN SCOTT RUCKER P.E. 11300279
HARDSCAPE
CONCRETE PARKING BARRIER
CONCRETE SIDEWALK
GRAVEL PATH WITH EDGING
PAVEMENT FLUSH WITH SIDEWALK
OUTDOOR ARENA. SEE ARCHITECTURAL PLANS FOR FENCE AND
GROUND COVER INFORMATION
PADDOCK. REFER TO ARCHITECTURAL PLAN AND COORDINATE WITH
OWNER
BUILDING ACCESSORIES
DUMPSTER ENCLOSURE
CONCRETE STOOP
ACCESSORIES
BOLLARD
LIGHT POLE AND BASE
GATE. COORDINATE WITH ARCHITECTURAL PLANS AND OWNER
REPAIR EXISTING PERIMETER FENCE AS NEEDED. CONNECT
FENCE TO PROPOSED GATE. COORDINATE WITH
ARCHITECTURAL PLANS.
SIGNAGE & MARKINGS
ADA PARKING SPACE
STOP SIGN
4" PAINTED WHITE SOLID LINES (TYP)
4" PAINTED WHITE SOLID LINE ISLAND
24" PAINTED WHITE STOP BAR
P5
A4
H5
H6