HomeMy WebLinkAbout0210.99.4y
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YARD P LET
TC = 827.00
INV 825.254,
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PAVED AREA INLET
TC = 828.71
INV 826.21
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CURB INLET
TC - 829.11
FLOW - 828.61
INV = 824.68 etio
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CURB INLET
TC = 829.82 �Pti >`
FLOW = 829.32 I�� 4�'�
INV. - 826.00'
STR. N0. 1 A, r
EXIST. CURB INLET
CSTG= TO BE REP EATS' SAN MANHO.E
TC - 630.85 / C = 830 85
1(VV. - 825.15
j ocv TEL PEE
% /
0 5.0% t SLOPE
INV. = 816.45
PROPOSED INSIDE DROP MANHOLE
CONNECTION. CONNECTION IS TO
BE COORDINATED WITH THE
CLAY WASTE DISTRICT PRIOR TO
CONSTRUCTION.
NEW SANITARY LATERAL IS TO BE
LOCATED UNDER THE EXISTING
STORM SEWER. MINIMUM CLEARANCE
SHOULD BE 2' BETWEEN PIPES.
GR N" FILL SHALL BE PROVIDED
BETWEEN PIPES.
1 "
\
YARD
TC
INLET
828.50
wv 0 =
WATER VALVE
GV ® =
GAS VALVE
GLM 0 =
GAS PIPELINE MARKER
INV
824.53
O =
PROPOSED CURB INLET
❑ =
PROPOSED INLET
O =
PROPOSED MANHOLE
TEL• PED. ® =
TELEPHONE PEDESTAL
+
W REBAR FOUND
IPS =
h" REBAR WITH YELLOW CAP
cli
STAMPED 'WEIHE ENG 0012' SET
TP =
SURVEY CONTROL POINT
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SCALE: 1 " = 30'
0 15 30 60
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) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXITING
UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH
ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED. BY THE BIDDING CONTRACTORS.
5) 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.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFET( SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7) IT SHALL BL- THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO CONFORM WITH APPLICABLE
LOCAL STANDARDS.
9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS
AND PLATS FOR EXACT INFORMATION.
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE
PRESERVED.
11) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT.
12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT
ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL
BE REQUIRED.
13) GRADE SITE AROUND NEW PAVEMENT TO MATCH EXISTING AREA AS WELL AS MAINTAIN POSITIVE
DRAINAGE.
14) DO NOT STAKE BUILI)ING FROM THESE PLANS, SEE ARCHITECTUARAL PLANS
- -- -.
"DON'T
LEGEND
FH# =
FIRE HYDRANT
wv 0 =
WATER VALVE
GV ® =
GAS VALVE
GLM 0 =
GAS PIPELINE MARKER
O =
EXIST. MANHOLE
O =
PROPOSED CURB INLET
❑ =
PROPOSED INLET
O =
PROPOSED MANHOLE
TEL• PED. ® =
TELEPHONE PEDESTAL
IPF =
W REBAR FOUND
IPS =
h" REBAR WITH YELLOW CAP
cli
STAMPED 'WEIHE ENG 0012' SET
TP =
SURVEY CONTROL POINT
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) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXITING
UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH
ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED. BY THE BIDDING CONTRACTORS.
5) 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.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFET( SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7) IT SHALL BL- THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO CONFORM WITH APPLICABLE
LOCAL STANDARDS.
9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS
AND PLATS FOR EXACT INFORMATION.
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE
PRESERVED.
11) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT.
12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT
ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL
BE REQUIRED.
13) GRADE SITE AROUND NEW PAVEMENT TO MATCH EXISTING AREA AS WELL AS MAINTAIN POSITIVE
DRAINAGE.
14) DO NOT STAKE BUILI)ING FROM THESE PLANS, SEE ARCHITECTUARAL PLANS
- -- -.
"DON'T
- -- -1 --1 -,
DIG LI N D"
CAu wMOa nOM M MOW -1 w ro i P„
1 -800
1 -800
382 -5544
428 -5200
WITHIN INDIANA
OUTSIDE INDIANA
PER INDLAM STATE
LAW IS -69 -1991, IT IS
AGAINST THE LAW
TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS
BEFORE COMMENCING WORK.
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