C200 SITE PLANC
C C C C C C C C C C
C
136TH STREET
4
3 3 3 3
4
24
24
18
7
2
6
9
8
21
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23
POND INFORMATION
EXISTING:||PROPOSED:
2yr = 869.31 ||2yr = 867.78
10-yr = 869.82 ||10-yr = 868.47
100-yr = 870.31 ||100-yr = 869.79
SPILLWAY = NONE ||SPILLWAY = 869.80
POND INFORMATION
PROPOSED:
2yr = 867.23
10-yr = 867.72
100-yr = 868.52
SPILLWAY = 869.20
P2
P2
P2
H1
H3
H4
S1
S2
TYP.
S2
TYP.
P1
P1
P1
P4 P4P2
P2
P2
S2
TYP.
H5
A1
A1
A1
A1
A2
A2
A2
A2
A2 A2
H6
H6
P2
H2
TYP.
H2
TYP.
P1 P2
P2
H3
H3
H3
H7 H1
H3
A3
P1
P2P2
H4H8
H4H8
S1
H9
H9
H5
H5
S3
P3
P3
P3
P3P3
P3
P3
P3
P3
P3
P3
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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, ATM
RELATED DETAILS, 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 PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION
REQUIREMENTS. STAFF NOTIFICATION REQUIREMENT, REQUIRED INSPECTIONS FOR
CERTAIN STAGES OF WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS
IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
SITE PLAN NOTES
PAVEMENT
REGULAR DUTY ASPHALT PAVING. SEE SHEET C201.
MATCH EXISTING PAVEMENT
EXISTING PAVEMENT TO BE EVALUATED FOR REPAIR OF
RESURFACING AFTER GRADING, POND EXCAVATION, AND
UTILITY INSTALLATION ARE COMPLETE.
HEAVY DUTY PAVING. SEE SHEET C201.
HARDSCAPE
6" CONCRETE CURB AND GUTTER. SEE SHEET C201.
CONCRETE PARKING BARRIER. SEE SHEET C201.
CONCRETE SIDEWALK. MATCH EXISTING SIDEWALK
PAVEMENT FLUSH WITH SIDEWALK
CURB TAPER. 3:1 TAPER
3' LEVEL SPREADER
CONCRETE COLLAR
ADA RAMP WITH INDICATORS
TRUNCATED CURB, REFER TO DETAIL ON SHEET C201
ACCESSORIES
EXISTING LIGHT POLE BASE-NEW FIXTURES
PROPOSED LIGHT POLE BASE. COORDINATE WITH OWNER
ON EXACT LOCATIONS.
BIKE PARKING
SIGNAGE & MARKINGS
EXISTING ADA PARKING SPACES
4" PAINTED WHITE SOLID LINES (TYP)
PEDESTRIAN CROSSWALK
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before you dig.Call
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THE SITE DOES NOT LIE IN A SPECIAL FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE PROGRAM, WHEN PLOTTED
BY SCALE ON FLOOD INSURANCE RATE
#18057C207G, DATED NOVEMBER 19, 2014
FLOOD STATEMENT
STEVEN SCOTT RUCKER P.E. 11300279
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NO EARTH DISTURBING
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PLACE WITHOUT AN
APPROVED STORM
WATER MANAGEMENT
PERMIT
NOTE
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ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
STREET LIGHT
UTILITY POLE
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
CHILLED WATER MANHOLE
WATER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
BOLLARD
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
HANDICAPPED SPACE
COMMUNICATIONS RISER
CURB INLET
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
ASPHALT PAVING
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
PAVEMENT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONSOTHER
LINE TYPES
SECTION LINE
SITE DATA
SITE AREA = 5.66 TOTAL ACRES
ZONING = S-2
FRONT YARD BUFFER REQUIRED = 15 FT
REAR AND SIDE BUFFER = 25 FT
PARKING REQUIRED:
PARKING REQUIREMENT = 1 SPACE
PER 4 SEATS
PARKING REQUIRED = 125 SPACES
PARKING DIMENSIONS = 9' X 18'
PARKING PROVIDED:
86 - NEW SPACES
153 - EXISTING SPACES
11 - EXISTING ADA SPACES
250 - TOTAL SPACES
H5
H6
H7
A3
H8
H9
S3
P3
P4