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TURF R 340.00' (R&M) ` WEST BABCOCK ST. 3
TEL D=27'57'43" R&M
EXT'G UTILITY TEL ( iEL IEL 1EL iSAWCUT, DEMO AND REMOVE EXT'G IEL 1EL °'
POLE — — EL -fi&5.16 (M&Cj CONCRETE DRIVEWAY AND ADJACENT I W. Beall
a=Tessa'(R) 1 FRBACK D S/W AND DISPOSE OF OFF SITE (TYR) I
SETBACK
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LOCATION
ON TAN,
\ / I DEMO AND REMOVE EXT'G p` . CHRIS G.
CONCRETE CURB & GUTTER AND SCALE - Pj e'T.
DISPOSE OF OFF SITE (TYR) - 0 10, TA' 40' s ,d,("ers ae
DEMO AND REMOVE EXT'G \\\ -- ---- ----- 4g24 I
CONCRETE CURB & GUTTER AND Ilyn Ct, EA
DISPOSE OF OFF SITE (TYR) \\' \ DEMO AND REMOVE EXT'G p_
/ \\� ASPHALT PAVEMENT AND I Koch St.
DISPOSE OF OFF SITE (TYR) �� I � I � I DRAWN BY: CGB
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EXT'G CURB / REVIEWED BY: DAD
AND GUTTER \�, J� -O PROJECT ENGINEER:CGB
CURB & SIDEWALKPROTECTION NOTE / O N
`- DESIGNED BY: DAD
PROTECT EXT'G CURB AND SIDEWALK, NOT 1 h - to
SCHEDULED TO BE REMOVED, DURING Q
CONSTRUCTION. CURB AND SIDEWALK DAMAGED
DURING CONSTRUCTION TO BE REPLACED BY II� / EXT O
CONTRACTOR AT NO COST TO OWNER. (TYR) I \ PARKING A VED LOT N
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26' RI ACCESS ROAD
ENT III I GpP" CONSTRUCTION ROUTE MAP
OR
PER 16- FM 2159 EASE P �O NTS A-. U
U
DEMO AND REMOVE EXT'G I III DEMO AND REMOVE EXT'G 12' 12' O
CONCRETE CURB & GUTTER AND - CONCRETE CURB & GUTTER AND
DISPOSE OF OFF SITE (TYR) \�, DEMO AND REMOVE EXT'G - DISPOSE OF OFF SITE (TYP) U
ASPHALT PAVEMENT AND
DISPOSE OF OFF SITE III 5
4826 5' SIDEYARD N
SETBACK 2-6' WIDE
GATE bl O
PSFIAJ 10' WIDE
MIOUNTAINT OF STAT SA TELEPHONE U
AND TELEGRAPH PER 19 I'm pG 56 Od
I
ASPHALT 5' SIDEYARD 114 12 O
EXT'G CURB SETBACK
AND GUTTER EXT'G IRRIGATION (�
4827 STRUCTURE O1
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\ — — — - — — — — — — — — — — RAILING
—/ — - — — — — — — — CORNER ryb
POST TOP BRACE CHAIN LINK Lv�V
RAIL POST FABRIC 44 �m) �
DEMO/CONSTRUCTION MANAGEMENT PLAN 10' REARYARD jhT+yi
SETBACK P
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LEGEND
4771 MINOR CONTOUR (1") ----- ROAD CENTERLINE io LIGHT POLE CONSTRUCTION MANAGEMENT PLAN
4775 MAJOR CONTOUR (5') CURB & GUTTER 10, POWER POLE 1. CONTRACTOR SHALL PROVIDE BARRICADES AND WARNING DEVICES TO <
--•--•--•— PROPERTY LINE/ROW EDGE OF PAVEMENT b GUY ANCHOR ENSURE THE SAFETY OF THE PUBLIC AS WELL AS WORKERS. 6' O N v
i
----- -- EDGE OF GRAVEL 2. NO TRENCHES SHALL BE LEFT IN AN UNSAFE CONDITION. ALL TRENCHES---- SETBACK LINE O ELECTRICAL PEDESTAL g ® �O
EDGE OF CONCRETE SHALL BE SECURELY BARRICADED, PLATED OR FILLED IN BEFORE THE END U
EASEMENT LINE ELECTRICAL METER OF EACH WORK DAY. OPEN TRENCHES SHALL NOT BE LEFT UNATTENDED. -
x ------ EDGE OF BUILDING
FENCE ® TELEPHONE PEDESTAL �I
S SEWER MAIN • FOUND MONUMENT AS NOTED p GAS METER 3. CONTRACTOR SHALL MAINTAIN SWPPP AT ALL TIMES.
ss CONTROL POINT
SEWER SERVICE 6 D4 GAS VALVE 4. CONTRACTOR SHALL KEEP SITE CLEAN OF DEBRIS THAT MAY BLOW AWAY. _
—w—
WATER MAIN BENCHMARK 0 TEST PIT
ws SEWER MANHOLE 5. CONSTRUCTION TRASH ENCLOSURE AND MATERIAL STORAGE AREA TO BE
WATER SERVICE Q G PERC TEST BOTTOM SELF
FS FIRE SERVICE TREE CONIFER (SIZE AS NOTED)
o SEWER CLEANOUT LOCATED BY CONTRACTOR. SEE TRASH ENCLOSURE DETAIL BELOW. RAIL NOTE: SUPPORTED 3 SHEET
SD STORM MAIN pd WATER VALVE TREE DECIDUOUS (SIZE AS NOTED) 6. ROLL OFF CONTAINER MAY BE USED IN LIEU OF TRASH ENCLOSURE BUT 1. CONTRACTOR MAY USE 40 CY ROLL FENCE a C�•1
OP qp FIRE HYDRANT MATERIAL STORAGE AREA ENCLOURE MUST BE PROVIDED. OFF CONTAINER AT HIS DISCRETION. F
OVERHEAD POWER
P OVERHEAD TELEPHONE ® CURB STOP 7. EXCAVATED MATERIAL SHALL BE STOCKPILED IN A SAFE CONDITION AND TIDAL WAVE
GAS w WATER WELL EXCESS REMOVED FROM SITE AS SOON AS PRACTICAL. I
UNDERGROUND GAS Oo �DETAIL EMO/CMP PLAN
TEL UNDERGROUND PHONE STREET SIGN 8. CONTRACTOR TO CORDINATE WITH UTILITY COMPANIES FOR COl CONSTRUCTION TRASH ENCLOSURE&MATERIAL STORAGE AREA
N.T.S. � PROPROJECT:21-105
E UNDERGROUND ELECTRIC BOLLARD REMOVE/RELOCATION/ABANDONMENT OF EXT'G UTILITIES IN CONFLICT WITHS DATE:08/25/21
PROPOSED IMPROVEMENTS OR UTILITIES NOT UTILIZED ON SITE. i