Revised_Plans_Addendum_No._1.pdf
PDF 2 MB Posted
- Attached to
- LEE ROAD TRAIL - PHASE 1 State and local contract opportunity
- Solicitation number
- CT-24-14860; FED. NO. 5031(040)
- Issued by
- Santa Cruz County, Torrance City, California
About this file
The document is a set of civil engineering construction drawings for the Lee Road Trail Phase 1 project, prepared for the City of Watsonville Public Works Department by MME, Inc., located in Santa Cruz, California. The project involves constructing a trail with various infrastructure elements, including an 8' wide pervious concrete trail, concrete sidewalks, curb ramps, storm drain culverts, catch basins, and associated utility work. The drawings are dated from September 2024 through October 2025, with multiple revisions responding to county comments. The project site appears to be located near the Watsonville Slough Farm, with design details focusing on trail construction, drainage management, and accessibility features.
The drawings provide comprehensive technical specifications for trail construction, including detailed site sections, utility plans, and specific construction notes. Key elements include wildlife-friendly fencing, ADA-compliant curb ramps, crosswalks, storm drain installations, and careful consideration of existing utilities such as PG&E gas lines and overhead electrical infrastructure. The project seems to be funded through municipal infrastructure development, with precise engineering specifications for grading, drainage, and trail surface construction. Notably, the design includes environmental considerations such as protecting seasonal wetlands and directing stormwater runoff to vegetated areas, suggesting an environmentally sensitive approach to trail development.
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Text version
XINGPED
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
120+00 121+00
122+00 123+00 124+00
1.5% 1.5% 1.5%
ELEVATIO
N
(FEET) EL
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N (F
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STATION (FEET)
STATION (FEET)
120+00 121+00 122+00 123+00 124+00
-4.00%
0.41% -0.09%
0.37%-0.35%
PV
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+4 0.
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SCALE:
PLAN
1" = 20'
C2.5
AH
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PL
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020' 10' 20' 40'
1" = 20'
M
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SCALE:
PROFILE
H: 1" = 20' V: 1" = 4'
8'
FR
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TO
19 23
PROPOSED GRADE
EX GRADE
12" Ø 15
SHEET NOTES
CONSTRUCT CONCRETE SIDEWALK WITH TYPE A CURB
AND GUTTER PER SANTA CRUZ COUNTY STD DETAIL
ST-4A/C4.1
LIMIT OF GRADING
PROPOSED EASEMENT
REMOVE EXISTING FENCE AND CONSTRUCT NEW
WILDLIFE FRIENDLY FENCE PER DETAIL 2/C4.4
CONSTRUCT ASPHALT PAVEMENT BIKE LANE PER 1/C1.0
SAWCUT LINE
DEMOLISH (44LF) EXISTING RETAINING WALL STARTING
AT VERTICAL EXPANSION JOINT.
2:1 (H:V) MAXIMUM GRADED SLOPE WITH KEYWAY AND
TEMPORARY CUT BENCHES PER GEOTECHNICAL
RECOMMENDATIONS. SEE FIGURE 22/C4.1
SIGNING AND STRIPING PER C8.0
APPROXIMATE LOCATION OF EXISTING OVERHEAD
ELECTRICAL, PROTECT IN PLACE. MAINTAIN 10'
CLEARANCE. VEHICLES SHALL NOT BE PERMITTED TO
DRIVE UNDER WIRES
INSTALL COUNTY STD CURB INLET PER COUNTY STD
DETAIL SWM-8A, SWM-8B AND DETAIL 3/C4.0
INSTALL CALTRANS CURB INLET TYPE OS PER STD PLAN
D73A/C4.0 AND DETAIL 3/C4.0
REMOVE EXISTING CATCH BASIN
CONSTRUCT 6" HIGH WARNING CURB AT BACK OF WALK
WITH DRAINAGE OPENINGS, 6" WIDE, AT 20' ON CENTER
PER 1/C1.0 AND DETAIL 1/C4.1
CONSTRUCT NEW STORM DRAIN CULVERT, SIZE PER
PLAN. CONSTRUCT OUTLET TO VEGETATED AREAPER
DETAIL 2/C4.0
WILDLIFE OUTLOOK WITH INTERPRETIVE SIGN, N.I.C TO
BE DONE BY OTHERS
CONSTRUCT 8' WIDE PERVIOUS CONCRETE TRAIL WITH 2'
SHOULDERS PER 2/C1.0
ADA COMPLIANT CURB RAMP PER GRADING PLAN SHEETS
WITH 3' MIN DETECTABLE WARNING STRIP PER CALTRANS
STD PLAN A88A/C4.4
CONFORM TO EXISTING GRADE WITH 3:1 (H:V) MAX SLOPE
EX UTILITY POLE, TYP. PROTECT IN PLACE
CROSSWALK WITH ADA COMPLIANT CURB RAMPS AND
DETECTABLE WARNING STRIPS, SEE STRIPING AND
SIGNAGE PLAN
ASPHALT REPAIR PER DETAIL 2 & 3/C4.1
DRIVEWAY TO WATSONVILLE SLOUGH FARM, LAND TRUST
OF SANTA CRUZ PROPERTY. FUTURE IMPROVEMENTS BY
LANDTRUST AT WATSONVILLE SLOUGH FARM
INSTALL NEW GUARDRAIL PER CALTRANS STD PLANS
A77U4, A77N4, A77L2, AND A77P2 ON C4.2 AND SOFT STOP
TL-2 TERMINAL END (38'-3.5" LENGTH) PER
SS773CA-RA/C4.3. SUBMIT CALTRANS CERTIFICATES OF
COMPLIANCE FOR GUARDRAIL AND TRANSITION, 25 MPH,
TL-2
REMOVE AND REPLACE EXISTING GATE IN KIND
WB-31 TRANSITION RAILING PER A77U4/C4.2
STOCKPILE AREA, COORDINATE ACCESS PERMISSIONS
WITH CITY AND LAND TRUST. POTENTIAL AREA TO
SOURCE ENGINEERED FILL, WITH APPROVAL
AC DIKE, TYPE A PER CALTRANS STD PLAN A87B/C4.3
INSTALL COUNTY STD CROSS GUTTER PER ST-5/C4.1
COUNTY R/W
TEMPORARY CONSTRUCTION EASEMENT
FLARED END SECTION PER DETAIL 1/C4.0
APPROXIMATE LOCATION OF SEASONAL WETLAND, TO BE
DETERMINED BY BIOLOGIST. PROTECT IN PLACE.
CONTRACTOR NOT TO GO BEYOND 20' EASEMENT
CONCRETE LEVEL LANDING W/ NO CURBS, <2% SLOPE
PER GRADING PLAN. DETECTABLE WARNING PER CSP
A88A/C4.4. PROVIDE 3' AC REPLACEMENT FOR FLUSH
TRANSITION
CURB CUTOUT PER DETAIL 1/C3.3
INSTALL CHRISTY U21 CATCH BASIN PER DETAIL 2/C3.4
AND UTILITY PLAN AND SECTIONS
SIGNAGE AND STRIPING PER SHEET C8.0
EXISTING UTILITY COVER, RAISE RIM TO FINISHED GRADE
BUILD PAVEMENT TO DIRECT STORMWATER RUNOFF TO
ADJACENT VEGETATED AREAS
DRAINAGE DIRECTED TO VEGETATED AREA
EXISTING AT&T COMMUNICATIONS, PROTECT IN PLACE
EXISTING PG&E GAS MAIN, PROTECT IN PLACE
EXISTING PG&E GUY WIRE POLE, PROTECT IN PLACE
TYPE A CURB AND GUTTER PER ST-4A/C4.1
PROTECT EXISTING UTILITY IN PLACE
46 4720
.2
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.2
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MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2025
Angela
Hebard
C /C
3.3 C
LEGEND
ASPHALT CONCRETE
REGULAR CONCRETE
PERVIOUS CONCRETE
NOTE: CONTACT DPW ENCROACHMENTS (831)
454-2160 ONE WEEK BEFORE ANY WORK IN ROW.
D /C
3.3 D
12" Ø15
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INV 34.90
INV 34.70
INV 35.38
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MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2025
Angela
Hebard
CENTERLINE TRAIL, FG = 36.99 CENTERLINE TRAIL, FG = 36.39
CENTERLINE TRAIL, FG = 31.41
ROCK PROTECTION
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Ph on e (8
) 4
-3
MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2025
Angela
Hebard
SCALE: 1" = 5'
E-ECULVERT PROFILE
FINISHED GRADE
EXISTING GRADE
EXISTING 12"(±) DIAMETER PIPE EXISTING 12"(±) DIAMETER PIPE
EXISTING SDMH
CUT EXISTING PIPE
AT CURB INLET
LP
EX
LP
EX
NOTE: STORM DRAIN STRUCTURE DIMENSIONS APPROXIMATE, REFER TO DETAILS FOR EXACT DIMENSIONS.
SEE DETAIL 3/C4.0. TRENCH PER DETAIL 1/C3.4
2:1
INCLUDE HORIZONTAL BAR
PER DETAIL
SCALE:
STORM DRAIN TRENCH
1/2" = 1'
NOTES:
1. UTILITIES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE CONSTRUCTED TO LOCAL JURISDICTIONAL
REQUIREMENTS WHERE APPLICABLE.
2. UTILITIES WITHIN THE FOOTING/FOUNDATION 1:1 SHADOW OR WITH LESS THAN 12" COVER SHALL BE
BACKFILLED WITH SAND/CEMENT SLURRY, 75 PSI, 2 SACK PER CUBIC YARD.
3. REFER TO GEOTECHNICAL INVESTIGATION FOR SPECIFIC RECOMMENDATIONS.
6"
VA
R
IE
S
12" MIN
COMPACT MATERIALS FROM
BOTTOM OF TRENCH TO
CONCRETE SURFACE TO 95% RC
18 AWG STRANDED TRACER WIRE
WRAPPED AROUND PIPE
COMPACT HAUNCHING TO
SUPPORT AND CONFINE PIPE
6" MIN 34" CRUSHED ROCK, COMPACT
WITH VIBRATORY COMPACTOR
PERVIOUS OR REGULAR
CONCRETE PER DETAILS
GROUT ALL AROUND PIPE
FULL WIDTH OF TRENCH
OUTLET PIPE
INVERT EL PER PLAN
CHRISTY U21 CATCH BASIN 2'X2' WITH 4" WALLS,
CAST-IN GALVANIZED STEEL FRAME FOR GRATE
VA
R
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S, SE
E
PL
AN
SCARIFY & RECOMPACT
SUBGRADE TO 90% RC
SCALE:
U21 CATCH BASIN
3/4" = 1'-0"
1'
COMPACT AGGREGATE
BASEROCK TO 90% RC
4" 8"
WELDED STEEL GRATE, GALVANIZED,
BOLT DOWN. TRAFFIC GRATE
(H/20) FOR PAVED AREAS, NON-
TRAFFIC GRATE FOR UNPAVED AREAS
4"
2'
4"
4 1
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AT
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C3.5
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CHECKED BY:
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Ph on e (8
) 4
-3
MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2025
Angela
Hebard
6" SCARIFY AND RECOMPACT
FG SIDEWALK
7'
CROSSWALK TO
LEE RD TRAIL
TOP OF CURB
EG
(P) SDCB
SCALE: 1" = 5'
3+00SIDEWALK SECTION
2.
5'
2.5'
1'
1.5'
5"
1' -8
1' -1
0" 1' -3
1' -2
4" 1' -6
1' -0
SCALE: 1" = 10'
1HSR SIDEWALK - BACK OF WALK
SCALE: 1" = 10'
2HSR SIDEWALK - BACK OF WALK
1.
5'
18" ENGINEERED FILL
RAISED SIDEWALK WITH
6" WARNING CURB FOR ADA,
AND FOOTING PER DETAIL 1/C3.5
1' -0
3' -0
BOTTOM OF FOUNDATION, SEE SECTION
BOTTOM OF FOUNDATION, SEE SECTION BOTTOM OF FOUNDATION, SEE SECTION
BOTTOM OF FOUNDATION, SEE SECTION
6" SCARIFY AND RECOMPACT
1'
1'
1.
5'
18" ENGINEERED FILL
RAISED SIDEWALK WITH
6" WARNING CURB FOR ADA,
AND FOOTING PER DETAIL 1/C3.5
CORRESPONDS WITH TRAIL CENTERLINE
ALIGNMENT APPROX. STATION 101+08
SCALE: 3/4" = 1'-0"
1SIDEWALK FOOTING
1' -6
M
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0" M
AX
2'-3"
1'-0"
KEY
1' -0
EXISTING
GRADE
#5 @ 16" OC
3"
CLR
#5 @ 12" OC INTO CURB
3" C
LR
1' -6
M
IN
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U M
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BE
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1' -0
M
AX
1'-8"
6"
#5 HORIZONTALS @
12" OC, EACH FACE
SLAB ON GRADE
#5 HORIZONTAL
TOP AND BOTTOM
CONSTRUCTION JOINT PER
CONTRACTOR'S OPTION PL
#5 VERTICALS @ 12" OC
CENTERED IN KEY
WITH HOOK INTO SLAB
SHALLOW CONDITION
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119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00
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Ph on e (8
) 4
-3
MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2025
Angela
Hebard
M
AT
C H
LI
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E B
M
AT
C H
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N
E C
Know what's below.
before you dig.Call
R
040' 20' 40' 80'
1" = 40'
LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE ONLY APPROXIMATE.
THE EXISTING UTILITIES SHOWN WERE PLOTTED USING INCOMPLETE AND IMPRECISE
RECORDS. IT SHOULD BE EXPRESSLY UNDERSTOOD THIS INFORMATION DOES NOT
NECESSARILY REPRESENT ACTUAL OR COMPLETE SITE CONDITIONS OR SHOW
DETAILS OF EXACT LOCATION, DEPTH OR OTHER CONSTRUCTION FEATURES OF
THESE UTILITIES. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO THE
COMPLETENESS OR ACCURACY OF THIS INFORMATION IS SET FORTH HEREIN. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THIS INFORMATION WITH THE
AFFECTED UTILITIES PRIOR TO EXCAVATION. THE CONTRACTOR SHALL CALL
"UNDERGROUND SERVICE ALERT" AT 1-800-642-2444 OR 8-1-1 FOR THE MARKING OF
UNDERGROUND FACILITIES AT LEAST 2 DAYS PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL HAND DIG AND LOCATE ALL UTILITIES THAT MAY BE AFFECTED
BY THE NEW FACILITIES IN THIS CONTRACT TO VERIFY ACTUAL DEPTH AND LOCATION
OF UTILITIES AND REPORT POTENTIAL CONFLICTS TO THE OWNER'S
REPRESENTATIVE. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHETHER
SHOWN OR NOT AND IS RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES.SCALE:
UTILITY PLAN
1" = 40'
SHEET NOTES
EX SEWER
EX GAS
EX WATER LINE
EX STORM DRAIN
EX OVER HEAD ELECTRIC
EX COMMUNICATION
CONSTRUCT STORM DRAIN WITH FLARED END SECTIONS PER
PLAN AND CULVERT SECTIONS, C3.3 &C3.4. PREPARE TRENCH
PER DETAIL 1/C3.4
CONSTRUCT COUNTY STANDARD GO INLET PER SWM-8A AND
SWM-8B/C4.0
CONSTRUCT CALTRANS STD CURB INLET, TYPE OS PER
CALTRANS STD PLAN D73A/C4.0 AND DETAIL 3/C4.0. SEE
PROFILE E-E/C3.4
ALL DRAINAGE INLETS SHALL INCLUDE MEDALLION MARKER
PER CALTRANS STD PLAN D71/C4.3
CONSTRUCT CHRISTY U21 CATCH BASIN PER DETAIL 2/C3.4
7 12" SD, L=12', S=1.8%
INV IN 29.53
INV OUT 29.10
5 5
7 12" SD, L=17', S=1.1%
INV OUT 32.39
11 RIM 34.33
INV OUT 32.63
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AutoCAD SHX Text a=42.23'
AutoCAD SHX Text cd=42.23'
AutoCAD SHX Text cb=N34°09'12"W
AutoCAD SHX Text d= 1°01'00"
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JP
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275 LEE ROAD
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APN 052-081-37
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275 LEE ROAD
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APN 052-081-37
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NO SITE ADDRESS
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APN 052-091-41
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NO SITE ADDRESS
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APN 052-091-41
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LEE ROAD
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LEE ROAD
AutoCAD SHX Text 38.27'
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AutoCAD SHX Text 34.61'
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AutoCAD SHX Text 32.69'
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AutoCAD SHX Text 31.58'
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AutoCAD SHX Text 30.88'
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AutoCAD SHX Text 32.70'
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AutoCAD SHX Text 34.09'
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AutoCAD SHX Text 27.96'
AutoCAD SHX Text
EP
AutoCAD SHX Text 29.12'
AutoCAD SHX Text P
AutoCAD SHX Text 29.40'
AutoCAD SHX Text
EP
AutoCAD SHX Text 30.07'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 29.36'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 29.06'
AutoCAD SHX Text
EP
AutoCAD SHX Text 29.10'
AutoCAD SHX Text P
AutoCAD SHX Text 28.50'
AutoCAD SHX Text
EP
AutoCAD SHX Text 29.05'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 29.97'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 29.81'
AutoCAD SHX Text
EP
AutoCAD SHX Text 30.29'
AutoCAD SHX Text P
AutoCAD SHX Text 30.00'
AutoCAD SHX Text
EP
AutoCAD SHX Text 30.33'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 32.24'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 31.78'
AutoCAD SHX Text
EP
AutoCAD SHX Text 32.42'
AutoCAD SHX Text P
AutoCAD SHX Text 32.05'
AutoCAD SHX Text
EP
AutoCAD SHX Text 31.53'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 32.54'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 32.49'
AutoCAD SHX Text G
AutoCAD SHX Text 34.30'
AutoCAD SHX Text G
AutoCAD SHX Text 34.47'
AutoCAD SHX Text
EP
AutoCAD SHX Text 34.97'
AutoCAD SHX Text P
AutoCAD SHX Text 34.60'
AutoCAD SHX Text
EP
AutoCAD SHX Text 34.64'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 35.47'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 35.64'
AutoCAD SHX Text
EP
AutoCAD SHX Text 36.08'
AutoCAD SHX Text P
AutoCAD SHX Text 35.91'
AutoCAD SHX Text
EP
AutoCAD SHX Text 35.91'
AutoCAD SHX Text G
AutoCAD SHX Text 35.88'
AutoCAD SHX Text
DWY
AutoCAD SHX Text 35.76'
AutoCAD SHX Text
DWY
AutoCAD SHX Text 35.98'
AutoCAD SHX Text
DWY
AutoCAD SHX Text 35.55'
AutoCAD SHX Text
DWY
AutoCAD SHX Text 34.89'
AutoCAD SHX Text
DWY
AutoCAD SHX Text 34.76'
AutoCAD SHX Text
DWY
AutoCAD SHX Text 35.61'
AutoCAD SHX Text
EP
AutoCAD SHX Text 35.64'
AutoCAD SHX Text P
AutoCAD SHX Text 35.01'
AutoCAD SHX Text
EP
AutoCAD SHX Text 34.87'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 33.57'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 34.22'
AutoCAD SHX Text
EP
AutoCAD SHX Text 34.75'
AutoCAD SHX Text P
AutoCAD SHX Text 34.30'
AutoCAD SHX Text
EP
AutoCAD SHX Text 35.46'
AutoCAD SHX Text G
AutoCAD SHX Text 32.98'
AutoCAD SHX Text G
AutoCAD SHX Text 33.15'
AutoCAD SHX Text
EP
AutoCAD SHX Text 33.44'
AutoCAD SHX Text P
AutoCAD SHX Text 32.95'
AutoCAD SHX Text
EP
AutoCAD SHX Text 32.74'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 32.81'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 32.57'
AutoCAD SHX Text
EP
AutoCAD SHX Text 32.65'
AutoCAD SHX Text P
AutoCAD SHX Text 31.98'
AutoCAD SHX Text
EP
AutoCAD SHX Text 31.89'
AutoCAD SHX Text G
AutoCAD SHX Text 33.10'
AutoCAD SHX Text
FNC
AutoCAD SHX Text 32.39'
AutoCAD SHX Text
EP
AutoCAD SHX Text 32.44'
AutoCAD SHX Text P
AutoCAD SHX Text 31.66'
AutoCAD SHX Text P
AutoCAD SHX Text 31.38'
AutoCAD SHX Text G
AutoCAD SHX Text 32.27'
AutoCAD SHX Text G
AutoCAD SHX Text 31.76'
AutoCAD SHX Text G
AutoCAD SHX Text 30.30'
AutoCAD SHX Text G
AutoCAD SHX Text 30.16'
AutoCAD SHX Text G
AutoCAD SHX Text 31.91'
AutoCAD SHX Text G
AutoCAD SHX Text 33.45'
AutoCAD SHX Text G
AutoCAD SHX Text 33.50'
AutoCAD SHX Text G
AutoCAD SHX Text 31.86'
AutoCAD SHX Text G
AutoCAD SHX Text 30.48'
AutoCAD SHX Text G
AutoCAD SHX Text 29.61'
AutoCAD SHX Text 30.68'
AutoCAD SHX Text 33.06'
AutoCAD SHX Text 34.80'
AutoCAD SHX Text 35.29'
AutoCAD SHX Text 34.73'
AutoCAD SHX Text 34.48'
AutoCAD SHX Text 35.43'
AutoCAD SHX Text 36.24'
AutoCAD SHX Text 37.18'
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
AutoCAD SHX Text
HIGH POINT
AutoCAD SHX Text *GAS MAIN SHOWN ESTIMATED FROM PGE PLANS AND SOME FIELD EVIDENCE. NO USA SURVEY WAS PERFORMED THROUGHOUT THE SUBJECT SITE ON GAS.
AutoCAD SHX Text *GAS MAIN SHOWN ESTIMATED FROM PGE PLANS AND SOME FIELD EVIDENCE. NO USA SURVEY WAS PERFORMED THROUGHOUT THE SUBJECT SITE ON GAS.
AutoCAD SHX Text No.C95158
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
| Sheets and Views |
| C2.5 |
| Sheets and Views |
| C3.3 |
| Sheets and Views |
| C3.4 |
| Sheets and Views |
| C3.5 |
| Sheets and Views |
| C7.2 |
| Sheets and Views |
| C3.3 |
| Sheets and Views |
| C3.4 |
| Sheets and Views |
| C3.5 |
File details come from the government source that posted it. Updated .