Plans_-_MRF_Paving_and_Stormwater_Improvements.pdf
PDF 36 MB Posted
- Attached to
- MRF Paving and Stormwater Improvements
- Solicitation number
- IFB No. PW-0322
- Issued by
- Santa Cruz County, San Francisco City, California
About this file
This file contains construction plans prepared by the City of Santa Cruz Department of Public Works Engineering Division for the MRF Paving and Stormwater Improvements project. The project consists of paving work and stormwater infrastructure improvements designed to create a pad for stormwater storage and treatment tanks, along with a new pipe alignment to divert stormwater to these tanks. The plans include site plans, grading details, storm drain profiles, and construction specifications. The project involves construction of 4-inch asphalt concrete pavement over an 8-inch aggregate base, installation of 6-inch Schedule 80 PVC pipe with connections to existing dual-wall HDPE pipe infrastructure, concrete curbing, and associated earthwork and erosion control measures. The plans indicate multiple drainage inlets, catch basins, and curtain drains with specific rim elevations and invert elevations documented throughout the site. Survey control points and aerial check points establish the topographic baseline for construction, with horizontal datum referenced to North American Datum of 1927 (NAD27) California Zone 3 and vertical datum referenced to client-provided controls.
The contractor is responsible for providing all labor, materials, construction equipment, tools, facilities, and services necessary for proper execution, testing, and completion of the work. The plans note that this is issued for bid and not for construction, indicating this represents the design phase documentation. Key construction details include pipe anchoring specifications at 10-foot on-center spacing, concrete pad construction with specified reinforcement, pavement sections with petromat geotextile fabric reinforcement, low-point outlet construction, and cleanout provisions. All exposed PVC pipe must be coated with enamel paint per specifications and city direction. The project includes specific grading notes referencing enlarged grading details on Plan C-101, with slope requirements ranging from 1.0 percent to 22.1 percent depending on location. Hard copy submittal only is required for bid submissions.
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W -4
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CELL 2
LINED AREA
EXISTING
CELL 1 LINED
AREA
EXISTING
CELL 3A
LINED AREA
UNLINED AREA
EXISTING
CELL 3B
LINED AREA
CONTROL POINTS
Point
Northing
179113.44
175981.08
176128.32
Easting
1531666.18
1531621.85
1530808.66
Elevation
512.99
258.34
122.80
AERIAL CHECK POINTS
Point
Northing
178327.83
178711.11
177636.72
178181.91
177154.36
176964.22
176684.13
177989.02
177781.66
Easting
1531726.25
1531193.30
1531308.87
1531344.31
1531130.28
1531767.37
1531037.22
1530662.63
1530917.20
Elevation
455.60
465.17
348.75
409.13
410.23
346.76
280.90
298.89
401.86
City of Santa Cruz Department of Public Works
Engineering Division
DATEDESCRIPTIONZONE REV. BY APP.
SHEET NUMBER
DRAWING NUMBER
SCALE
C-100 SITE PLAN AND INDEX MAP
(IF NOT 2"-SCALE ACCORDINGLY)
CHMCHECKED
LINE IS 2 INCHES
DRAWN
DESIGNED
CHECKED
FILE
GRB
ADL
ADL
AT FULL SIZE
DATE:APPROVED:
809 Center Street, Room 201 Santa Cruz, CA 95060
P U B L I C W O R K S D E P A R T M E N T
CRUZATNAS
C I T Y O F
REVISIONS CITY OF SANTA CRUZ
AERIAL PIPE DESIGN
of 4
21700 Copley Drive, Suite 200 Diamond Bar, CA 91765
TEL 909.860.7777 FAX 909.860.8017
P:
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SURVEY NOTES:
1. AERIAL PHOTOGRAPHY ACQUIRED ON MARCH 7, 2025 BY EO&A PROFESSIONAL LAND SURVEYORS USING A DJI
M3E RTK DRONE FLYING AT AN AVERAGE ALTITUDE OF 266' ABOVE GROUND LEVEL (AGL), RESULTING IN A
GROUND SAMPLING DISTANCE (GSD) OF 2.2 CM PER PIXEL.
2. HORIZONTAL AND VERTICAL ACCURACY OF THE PHOTOGRAMMETRIC MODEL WAS CALCULATED USING NINE (9)
RANDOM CHECK POINTS AS 0.10' AND 0.10' RESPECTIVELY.
3. GROUND CONTROL SET AND SURVEYED USING A CARLSON BRx7 CENTIMETER-LEVEL GPS SYSTEM.
4. HORIZONTAL DATUM IS NORTH AMERICAN DATUM OF 1927 (NAD27), CALIFORNIA ZONE 3 GRID BASED ON
CONTROL PROVIDED BY THE CLIENT.
5. VERTICAL DATUM IS REFERENCED TO CONTROL PROVIDED BY THE CLIENT.
6. DASHED LINES MAY NOT MEET MAP ACCURACY STANDARDS.
7. BUILDING OUTLINES INDICATE DRIP LINE BUT MAY ALSO INCLUDE STAIRS AND ATTACHMENTS.
8. FEATURES IN SHADOWS AND VEGETATION MAY BE OBSCURED, FEATURES NEAR TALL OBJECTS MAY BE
OBSCURED DUE TO PHOTOGRAPHIC ANGLE.
9. SMALL SHADOW AND VEGETATION AREAS NOT SHOWN FOR CLARITY.
10. MAPPING OUTSIDE OF SURVEY CONTROL PERIMETER MAY NOT MEET MAP ACCURACY STANDARDS.
11. PLANIMETRY AND TOPOGRAPHY IN OBSCURED AREAS MAY NOT MEET MAP ACCURACY STANDARDS.
12. SHOWN CONTROL POINT ELEVATIONS ARE AT GROUND LEVEL UNLESS OTHERWISE INDICATED.
GRAPHIC SCALE:1''=
100'
100 200
SITE PLAN AND
INDEX MAP
C-100
SHEET C-101
DATE OF TOPOGRAPHY: Blueridge March 2026 topo with March 2026 micro topo cut in.
LEGEND
LIMIT OF CLOSURE AREA
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMIT OF GRADING / DAYLIGHT
LIMIT OF CONSTRUCTION / DISTURBANCE
APPROXIMATE PERMIT LIMIT
EXISTING LINER LIMIT
GRADE BREAK
LIMIT OF REFUSE
SURVEY CONTROL POINT
SURVEY MONUMENT
AERIAL CHECK POINT
STORM DRAINSD
PROPOSED AC PAVEMENT
SAWCUT LINE
CITY OF SANTA CRUZ
MRF PAVING AND STORMWATER
IMPROVEMENTS
209 21
211.14 AC
212.00 AC
210.67 TC
210.17 AC
211.16 TC
210.66 AC203
208.76 TC
208.26 AC
17.6%
17.6%
22.1%
20.1%
19.0%
204.31 TC
203.81 AC
4.4:1 20.9%
.5
' (209.1± TG)
13209.77 TC
209.27 AC
209.00 TC
209.00 AC
209.06 TC
209.06 AC
209.13 TC
208.63 AC
208.79 TC
208.29 AC
208.62 TC
208.12 AC
5.9%
2.5%
5.
1%
209.40 TC
208.90 AC
208.50 TC
208.00 AC
208.58 AC
209.33 AC
209.89 AC
4.
3%
5.
0%
5.
0%
6.
9%
209.49 TC
208.99 AC
209.65 TC
209.15 AC
209.49 AC
2.5%
5.2%
209.65 TC
209.15 AC
12.7%
7.6%
5.
3%9.3%
2.6%
12.5%
7.5%
208.83 TC
7.4%
R=50'
18.4%
14%
9%
3.
8:
2.3%
9.2%
(208.6± TG)
(209.4± TG)
(208.3± TG)
208.83 AC
209.28 TC
209.28 AC
+0 00
+1 00
+2 00
+3
RP-1
APPROXIMATE LIMIT
OF WASTE
APPROXIMATE LIMIT
OF FINAL COVER
224.43 TC
223.93 AC
200.50 TC
200.00 AC
0218.62 TC
218.12 AC
R=50'
SEE ENLARGED
GRADING PER
C-101
(TYP OF 3)
219.3
214.06 TC
213.56 AC
214.73 TC
214.23 AC
1.0%
2%
2%
214.94 TC
214.44 AC
2.3%
1.
6%
215.59 TC
215.09 AC
1.0%
214.50 TC
214.00 AC
214.17 TC
213.67 AC
212.90 TC
212.40 AC
1.5%
200.50 TC
200.00 AC
213.85 TC
213.35 AC
213.33 TC
212.83 AC
212.63 TC
212.13 AC
211.72 TC
211.22 AC213.67 AC
213.35 AC
213.33 TC
212.83 AC
2.9% 4.7%
2.0%
5.8%
212.63 TC
212.13 AC
211.72 TC
211.22 AC
1.9%
212.71 TC
212.21 AC
213.70 TC
213.20 AC
212.38 TC
211.88 AC
9.1% 10.0%
3.0%
City of Santa Cruz Department of Public Works
Engineering Division
DATEDESCRIPTIONZONE REV. BY APP.
SHEET NUMBER
DRAWING NUMBER
SCALE
C-101 TANK PAD GRADING
(IF NOT 2"-SCALE ACCORDINGLY)
CHMCHECKED
LINE IS 2 INCHES
DRAWN
DESIGNED
CHECKED
FILE
GRB
ADL
ADL
AT FULL SIZE
DATE:APPROVED:
809 Center Street, Room 201 Santa Cruz, CA 95060
P U B L I C W O R K S D E P A R T M E N T
CRUZATNAS
C I T Y O F
REVISIONS CITY OF SANTA CRUZ
AERIAL PIPE DESIGN
of 4
21700 Copley Drive, Suite 200 Diamond Bar, CA 91765
TEL 909.860.7777 FAX 909.860.8017
P:
\S an ta
C ru z\
SC
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\A er ia l P ip e D es ig n\ C
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\S he et
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8/
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GRAPHIC SCALE:1''=
20'
20 40
CONSTRUCTION NOTES
LEGEND
TANK PAD GRADING C-101
C-501
CONSTRUCT 4" AC OVER 8" AB PER
6" SCH 80 PVC PIPE SLOPED PER
CONSTRUCT FILL STAND PER
CONSTRUCT CONCRETE PIPE ANCHOR AT 10' O.C. PER
STORMWATER RUNOFF TANK BY OTHERS
CONSTRUCT EARTH FILL AND EROSION CONTROL MEASURES
PER SPECIFICATIONS
PROTECT IN PLACE
CONNECT 6" PVC PIPE TO EXISTING 6" DUAL WALL HDPE PIPE
ANCHOR 6" PVC PIPE ON GRADE WITH MINIMUM 1 CY SOIL
PILE AT 10-FT ON CENTER SPACING ALONG LENGTH OF
ON-GRADE STORM DRAIN
AC BERM PER CITY OF SANTA CRUZ STANDARD DETAIL G-5
ALONG SOUTHERN EDGE OF AC PAD AND RAMP
CONSTRUCT LOW POINT OUTLET PER
CONSTRUCT CLEANOUT PER
LIMIT OF CLOSURE AREA
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMIT OF GRADING / DAYLIGHT
LIMIT OF CONSTRUCTION / DISTURBANCE
APPROXIMATE PERMIT LIMIT
EXISTING LINER LIMIT
GRADE BREAK
LIMIT OF REFUSE
SURVEY CONTROL POINT
SURVEY MONUMENT
AERIAL CHECK POINT
STORM DRAIN
C-501
C-501
11 4 C-501
12 5 C-501
SD
13 CONSTRUCT 6" CONCRETE CURB PER CITY OF SANTA
CRUZ DWG NO: G-5
C-501
ENLARGED GRADING
REFERENCE SHEET: C-101SCALE: 1"= 5'
PROPOSED AC PAVEMENT
DATE OF TOPOGRAPHY: Blueridge March 2026 topo with March 2026 micro topo cut in.
DATE OF TOPOGRAPHY: Blueridge March 2026 topo with March 2026 micro topo cut in.
14 SAWCUT EXISTING AC TO CREATE A CLEAN EDGE
AND CONSTRUCT AC OVERLAY PER 7
C-501
SAWCUT LINE
NOTE
1. ALL EXPOSED PVC PIPE SHALL BE COATED
WITH ENAMEL PAINT PER SPECIFICATIONS.
CITY OF SANTA CRUZ
0+00 1+00 2+00 3+00
ST
A
2+
.5 2-
JO
IN
EX
IS
TI
N
G S
TO
R
M D
R
AI
N (2
.0
IN
V)
ST
A
0+
.0 0-
G B, (2
.4
IN
V)
ST
A
0+
.3 2-
LO
W
P O
IN
T
(2
.0
EG
) 2
.0
IN
V
PROPOSED
BAKER TANK
PROPOSED 6" SCHED
80 PVC PIPE
2.6%
39%
ST
A
0+
.8 7-
G B
(2
.7
IN
V)
EXISTING
CATCH BASIN
55%
229.9± TOP
OF TANK JOIN PROPOSED PVC PIPE
TO EXISTING DUAL WALL
HDPE PIPE WITH A FERNCO
COUPLING. ENCASE
COUPLING IN CONCRETE
City of Santa Cruz Department of Public Works
Engineering Division
DATEDESCRIPTIONZONE REV. BY APP.
SHEET NUMBER
DRAWING NUMBER
SCALE
C-501 DETAILS
(IF NOT 2"-SCALE ACCORDINGLY)
CHMCHECKED
LINE IS 2 INCHES
DRAWN
DESIGNED
CHECKED
FILE
GRB
ADL
ADL
AT FULL SIZE
DATE:APPROVED:
809 Center Street, Room 201 Santa Cruz, CA 95060
P U B L I C W O R K S D E P A R T M E N T
CRUZATNAS
C I T Y O F
REVISIONS CITY OF SANTA CRUZ
AERIAL PIPE DESIGN
of 4
21700 Copley Drive, Suite 200 Diamond Bar, CA 91765
TEL 909.860.7777 FAX 909.860.8017
P:
\S an ta
C ru z\
SC
LF
\A er ia l P ip e D es ig n\ C
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\S he et
Fi le s\ C
-5
D et ai ls
.d w g 8/
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STORM DRAIN
PROFILE AND DETAILS
C-501
PAVEMENT SECTION
REFERENCE SHEET: C-101 NTS
-2
REFERENCE SHEET: C-101
SCALE:1"=20'
STORM DRAIN PROFILE6
REFERENCE SHEET: C-101
NTS
PIPE ANCHOR
REFERENCE SHEET: C-101 NTS
LOW POINT OUTLET4
REFERENCE SHEET: C-101 NTS
REFERENCE SHEET: C-101 NTS
NTS
AC GRIND AND OVERLAY7
REFERENCE SHEET:
10"
4"
ELEVATION
(TYP) BASE PLATE
3/16"(TYP)
3/16" (TYP)
ANCHORAGE DETAIL
(TYP)
(TYP) 3
3/16"(TYP)
3/16" (TYP)
3/16" (TYP)
SLAB
FILL STAND
CONSTRUCTION NOTES
4" x 4" x 1/4" SQUARE STEEL TUBING2
6" PIPE CLAMP WELDED TO CROSS BAR
WITH 1" WIDE NEOPRENE STRIP TO
PROTECT PIPE.
8' x 8" x 3/8" THICK STEEL BASE PLATE1
GENERAL NOTES:
1. PAINT STEEL FRAME AND ALL EXPOSED
PVC PIPE SHALL BE COATED WITH ENAMEL
PAINT. COLOR PER CITY DIRECTION.
PLAN
3/16"(TYP)
3/16" (TYP)
3/16" (TYP)
1 (TYP 4 PLCS)
(TYP)2
(TYP)163
2 (TYP)
3/16"3/16"
3/16"
(TYP)
4" ASPHALTIC CONCRETE PAVING
WITH PETROMAT GEOTEXTILE
FABRIC REINFORCEMENT AT
CENTER OF SECTION
8" CRUSHED AGGREGATE BASE
(COMPACTED TO 95% ASTM D-1557)
SUBGRADE (COMPACTED EARTH FILL OR
UPPER 12" OF EXISTING SCARIFIED AND
RECOMPACTED TO 95% ASTM D-1557)
UNISTRUT P2024 THROUGH P2046
SERIES PIPE CLAMP WITH 1" WIDE
NEOPRENE STRIP TO PROTECT
PIPE. (OR APPROVED EQUAL)
(SIZE PER PIPE) TYP
PLASTIC
CAP (TYP)
UNISTRUT P2941
RECTANGULAR POST
BASE & 316 STAINLESS
STEEL HARDWARE
(OR APPROVED EQUAL)
USE 2 - 1/2"Ø 316 STAINLESS STEEL
EPOXY ADHESIVE HD ANCHOR(S)
WITH 6" EMBEDMENT (TYP)
UNISTRUT P1026 ANGLE
BRACKET (OR APPROVED
EQUAL)
1 5/8" UNISTRUT P1000
CHANNEL (OR APPROVED
EQUAL) (TYP)
24"
24"L x 12" W X 12" D
CONCRETE FOOTING
#4 @ 6" O.C.
EACH WAY
3" CLR (TYP)
6" X 2" SCH 80
TEE
1' -0
6"
8"
TYP.
4' X 6' PAD
3/4 " CHAMFER
AROUND
PERIMETER
(TYP.)
#4 BARS @ 12" O.C.
EACH WAY CENTERED
IN SLAB
3" C
LR
COMPACTED FILL
ROUGHENED
JOINT (TYP.)
8"
8"
9/16" DIA HOLES
(TYP 4 PLCS)
8" x 8" x 3/8" THICK
STEEL PLATE
1/2" DIA. 316
STAINLESS STEEL
EPOXY ADHESIVE
HD ANCHOR WITH
4 1/2" EMBEDMENT
4'
'-1
0"
3'-6" 2'-10"
'-3
/8
3' -1
0" (T
YP
6"
6"
6" SCH
80 PIPE
18"
6" GALVANIZED PIPE CLAMP WITH
1" WIDE NEOPRENE STRIP TO
PROTECT PIPE
EXISTING GRADE
3/8" X 6" SS EPOXY
ANCHORS W/ ANTI-SIEZE
ON ALL THREADS
WELD
1"
4" X 1/4" CHANNEL
6" CLEANOUT - INCLUDE
THREADED CAP
2"
TYP.
2' -8
2'-4"
4'-9"
6'
8" (TYP)
4' 3'
3/16" (TYP)
(2) CONT.
#5 (TYP.)
2" SCH 80 PVC WITH
SWEEP, BALL VALVE
AND CAMLOCK
FITTING
PROPOSED PAVEMENT
SECTION PER PLAN
24"
2" AC OVERLAY
OVER EXISTING
SA
W
C U
T
LI
N E
PE
R
P
LA
N
G R
IN
D
EX
IS
TI
N
G A
C
*NOTE: MAINTAIN A MINIMUM 2% SLOPE
3/16"(TYP)
4"
4"
CITY OF SANTA CRUZ
| Sheets and Views |
| C-001 COVER SHEET |
| PLOT |
| C-100 SITE PLAN AND INDEX MAP |
| PLOT |
| C-101 TANK PAD GRADING |
| PLOT |
| C-501 STORM DRAIN PROFILE AND DETAILS |
| PLOT |
File details come from the government source that posted it. Updated .