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PLAN NOTES:
0 NEW PAVEMENT TO MEET EXISTING GRADE.
l CURB VARIES BETWEEN 4" AND 6" IN HEIGHT TO ALLOW FOR DRAINAGE OF SIDEWALK AWAY
J FROM BUILDING.
C10 MILL OUT 1" OF EXISTING ASPHALT TO ALLOW NEW ASPHALT SURFACE TO MEET GRADE.
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GEN_EKAL— NOTES;
PERMITS AND
VERIFYING THAT ALL E
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR E
APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIE'S PRIOR IU
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 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
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= PIPE END SECTION
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= MAILBOX
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= RIGHT -OF -WAY LINE
RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN
= SWALE
UGE
= PROPOSED SANITARY SEWER LINE
— — — — — —
= UNDERGROUND TELEPHONE
= PROPOSED STORM SEWER LINE
® =
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- TEMPORARY BENCHMARK
L.A. R/W
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DEPTH.
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6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
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TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
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7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
;`r .lam CONTROL THROUGHOUT THIS PROJECT.
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_ 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY SEE RECORD SURVEYS
AND PLATS FOR EXACT INFORMATION.
4004
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE
2-
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mZ ? - ®1 O ti /% 11 THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
® 2s' u, I d M� '� °g - ♦ ui ASSOCIATED WITH THE PROJECT.
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II �� / / f r ' 12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT
J
j' N �! II `�' �''� 4 o i ` ♦ ♦ ABOVE THE TOP uF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL
\`� BE REQUIRED
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s s.o o :s< Z ♦ fff - POSITIVE DRAINAGE WILL BE MAINTAINED FOR THIS SITE. NO BIRDBATHS" OF MORE THAN
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+� DEPTH SHALL BE PERMITTED ANY AREAS THAT HOLD WATER MORE THAN DEEP to
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SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/
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40. ° /< Danger! Use Excessive Caution! Ponhondle Eastern Pipe Line Company
highpressure natural gas pipelines. Parlhu�ldle must be notified (directly at
317/873 -2410 and through the One -Coil Center at 1- 800 - 382 -5544) two
�, >' (2) full working days in advance o? �1r. ����rtivity within Its easement and LEGEND
<,� .� -',� l ,F. have a representative present durin�� any ,excavation over or adjcent to it's -
W I �0 ,� �, �..° I ��9� pipelines_ EXIST. FIRE HYDRANT
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w � � ao BENCHMARK I N FOR R M � ' �' - EXIST. WATER VALVE
EXIST. YARD SPIGOT
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® I I BM -HAM 60: S.W. QUARTER OF SECT' 3, T18N, R3E, LOCATED AT THE WEST g EXIST. MONITOR WELL
• j ; Io p' i� 136TH STREET BRIDGE OVER WILLIAMS CREEK, SET IN THE TOP OF THE NORTHEAST = EXIST. IRON PIN & OR PK (SET /FOUND)
\`
° CONCRETE WINGWALL OF THE BRIDGE. 14.4 FEET NORTH FROM THE CENTERLINE OF
_ _. ! / ® = EXIST. GAS METER
s' rl su t_ �a = EXIST, GAS VALVE
,��. Z' ,� WEST 136TH STREET. 0.6 FEET SU'!1Ht,t�ST FROM THE NORTHWEST FACE OF THE
WINGWALL, 0.7 FEET BELOW THE ROADWAY, A DEPARTMENT OF NATURAL RESOURCES
C.7 = EXIST. STORM INLET
O - - oo 1 v CONTROL STATION TABLET STAMPED, "HAM 60 1989" = EXIST. ELECTRIC METER
ti M '� ";• �..._ -ti, �'". ELEVATION: 870.51 (NGVD 29 DATUM) ■ = EXIST. POWER POLE
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,
CORNER, 1' ABOVE GRADE. !� = EXIST. LIGHT POLE
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• ,. ' , � � /oil ELEVATION: 882.83 (NGVD 29 DATUM) _
ID EXIST. TELEPHONE PEDESTAL
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F F FINISH FLOOR ELEVATION
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= EXIST. SANITARY SEWER LINE
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STR.
EXIST. CONTOURS
M. E.G.
= PIPE END SECTION
C07
= MAILBOX
TOC
= PARKING BUMPER
- - -
= RIGHT -OF -WAY LINE
OHE
= SWALE
UGE
= PROPOSED SANITARY SEWER LINE
— — — — — —
= UNDERGROUND TELEPHONE
= PROPOSED STORM SEWER LINE
® =
PROPOSED PIPE BOLLARD
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Q = PROPOSED MANHOLE
ZZ {'-- = PROPOSED CONTOURS
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= INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET)
RCP
- REINFORCED CONCRETE PIPE
CMP
= CORRUGATED METAL PIPE
PVC
= POLYVINYL CHLORIDE PIPE
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- STRUCTURE
M. E.G.
- MATCH EXISTING GRADE
SSD
SUB- SURFACE DRAINAGE
TOC
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UGE
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UGT
= UNDERGROUND TELEPHONE
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= OVERHEAD TELEPHONE
TBM
- TEMPORARY BENCHMARK
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- LIMITED ACCESS RIGHT -OF -WAY
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