HomeMy WebLinkAboutSec 4 C201 Site Plan8598 SQ. FT.
0.197 ACRES
137
7851 SQ. FT.
0.180 ACRES
138
8059 SQ. FT.
0.185 ACRES
8831 SQ. FT.
0.203 ACRES
10' DU &SE
8294 SQ. FT.
0.190 ACRES
13331 SQ. FT.
0.306 ACRES
130
10087 SQ. FT.
0.232 ACRES
16617 SQ. FT.
0.381 ACRES
129
10266 SQ. FT.
0.236 ACRES
7368 SQ. FT.
0.169 ACRES
CA
BLOCK U
10475 SQ. FT.
0.240 ACRES
9452 SQ. FT.
0.217 ACRES
7698 SQ. FT.
0.177 ACRES
'S
25' BSL
114
10971 SQ. FT.
0.252 ACRES
10' DU &SE
10' DU &SE 116.00'
115
9209 SQ. FT.
0.211 ACRES
7344 SQ. FT.
0.169 ACRES
117
8963 SQ. FT.
0.206 ACRES
8226 SQ. FT.
0.189 ACRES
BL
5793
0.133 AC
15' DU &SE
96.00'
8798 SQ. FT.
0.202 ACRES
116.00'
154
8120 SQ. FT.
0.186 ACRES
116.00'
8120 SQ. FT.
0.186 ACRES
9567 SQ. FT.
0.220 ACRES
20+80.03
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DU &SE
BLOCK AA
PROPOSED 40' HALF R W
142
8471 SQ. FT.
0.194 ACRES
43.68'
COMMON AREA
DU &SE
BLOCK AA
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PROPOSED 40' HALF R W
25' BSL
15' ►U &SE
10' CU &SE
10' DU &SE
4 +49.93
CO 4 4' 70.00'
0
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CO CD
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8120 SQ. FT.
0.186 ACRES
CA
DU &SE
BLOCK W
70.00'
8120 SQ. FT.
0.186 ACRES
70.00'
15' DU &SE
70.00'
70.00'
PROPOSED 55' HALF R /W,
37.79'
74.00'
8584 SQ. FT.
0.197 ACRES
116.00'
74.00'
9839 SQ. FT.
0.226 ACRES
1+ x.86 1+00
N BLOCK J
IRREGULAR I.E.D. U.E.
U
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S.S.L.
15' D. &U.E.
EAGLERIDGE LANE
S 89'56'371 156.86'
149
12963 SQ. FT.
0.298 ACRES
25' B.S.L.
15' D. &U.E.
SECTION 3
BUILDING SETBACK LINE
EASEMENT LINE
RIGHT -OF -WAY
CENTERLINE
FENCE
SITE PLAN LEGEND
PROPOSED CONSTRUCTION
GUARD RAIL I I I I I
B.S.L. BUILDING SETBACK LINE
D.U. &S.E. DRAINAGE, UTILITY, SEWER EASEMENT
N.A.E. NON ACCESS EASEMENT
I.D. &U.E. IRREGULAR DRAINAGE UTILITY EASEMENT
I.E.D. &U.E. IRREGULAR, INGRESS /EGRESS, DRAINAGE UTILITY EASEMENT
CA COMMON AREA
SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PERMITS
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. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND
REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A
QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO
CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS
DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS.
6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
7. 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.
8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
SITE PLAN NOTES'
1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF
INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF
BUILDING FOUNDATION WALL.
2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED.
3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS AND PLATS FOR EXACT INFORMATION.
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
5. SEE UTILITY PLAN SHEETS C500 SERIES FOR SANITARY AND STORM STRUCTURE LOCATIONS.
6. SEE SHEETS C202 AND C203 FOR DETAILS REFERENCED.
7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
KEY NOTE DESCRIPTION
O 1 ROLL CURB AND GUTTER (SEE CITY OF CARMEL DETAIL 10 -10)
STRAIGHT CURB (SEE CITY OF CARMEL DETAIL 10 -13)
ACCESSIBLE SIDEWALK RAMP (SEE DETAIL PV -13)
O 4 30' STREET SECTION (SEE DETAIL SR10)
O 10' MULTIUSE ASPHALT PATH (DESIGNED BY OTHER)
5' CONCRETE SIDEWALK (SEE DETAIL PV -16)
O VALLEY GUTTER (SEE DETAIL PV -3)
O HALF STREET SECTION (SEE DETAIL SR10 -A)
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CERTIFIED BY:
Drawn By:
NATHAN PAGE, PE
Checked By:
CHRIS WISEMAN, PE
Quality Assurance:
TOM SCHELLENBERGER
Scale:
0 Scale: 1' 50'
N
N M IIIIIIII
Sheet
C201
Date
08-11 -06
Project Number
050372 -20000