Aerial_Pipe_and_Pad_Design_-_MRF_Stormwater_Treatment_System.pdf
PDF 16 MB Posted
- Attached to
- MRF Permanent Stormwater Treatment System
- Solicitation number
- RFP No. PW-0238
- Issued by
- Santa Cruz County, San Francisco City, California
About this file
These engineering design documents are for the City of Santa Cruz Public Works Department's Aerial Pipe Design Project at the Santa Cruz Resource Recovery Facility, dated May 2025. The project involves detailed site planning, grading, and infrastructure design for a new facility, with four primary engineering sheets (C-001 Cover Sheet, C-100 Site Plan and Index Map, C-101 Tank Pad Grading, and C-501 Details). The project includes aerial surveying, site mapping, drainage infrastructure, storm drain systems, and pavement construction, with precise elevation and geographical data captured using a DJI M3E RTK drone on February 28, 2024.
The design documents indicate a comprehensive engineering approach with horizontal and vertical accuracy calculated using nine random check points, with accuracy measured at 0.10' for both horizontal and vertical measurements. The site involves multiple existing lined and unlined cells, with proposed grading, liner limits, and construction disturbance areas carefully mapped. The pavement structural sections include 6" asphaltic concrete paving with petromat geotextile fabric reinforcement, 8" aggregate base course, and prepared subgrade. The project appears to be funded through the City of Santa Cruz Public Works Department, with engineering services provided by Tetra Tech, and involves significant site modification and infrastructure development for the Resource Recovery Facility.
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P U B L I C W O R K S D E P A R T M E N T
City of Santa Cruz, Public Works Department Superintendent of Waste Disposal Craig Pearson
REVIEWED BY:
Project Engineer City of Santa Cruz, Public Works Department
City of Santa Cruz, Public Works Department
Hoi Yu, P.E.
REVIEWED BY:
APPROVED BY:
Christophe J. Schneiter City Engineer
DATE:
DATE:
DATE:
DESCRIPTIONREV. DATE
REVISIONS
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
SHEET NUMBER
DRAWING NUMBER
of 4
SCALE
NTS
City of Santa Cruz Department of Public Works
Engineering Division
C-001 COVER SHEET
(IF NOT 2"-SCALE ACCORDINGLY)
CHMCHECKED
LINE IS 2 INCHES
DRAWN
DESIGNED
CHECKED
FILE
GRB
ADL
ADL
AT FULL SIZE
City of Santa Cruz, Public Works Department
APPROVED BY:
Senior Engineer
DATE:
Steve Wolfman
CRUZATNAS
C I T Y O F
21700 Copley Drive, Suite 200 Diamond Bar, CA 91765
TEL 909.860.7777 FAX 909.860.8017
Q :\S an ta
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CITY OF SANTA CRUZ
AERIAL PIPE DESIGN
QUARRY
SAND
WILDER
STATE PARK
WILDER RANCH
SITE LOCATION MAP
PACIFIC OCEAN
NTS
MISSION ST
SANTA CRUZ
OF CALIFORNIA
RESOURCE RECOVERY FACILITY
CITY OF SANTA CRUZ
VICINITY MAP
STATE PARK
REDWOODS
BIG BASIN
NTS
AERIAL PIPE DESIGN PROJECT
MAY 2025
SANTA CRUZ
RESOURCE
RECOVERY
FACILITY
DIMEO LANE SANTA
CRUZ
SANTA CRUZ
RESOURCE
RECOVERY
FACILITY
SANTA
CRUZ
SAN
JOSE
REDWOOD
CITY
C-001
COVER SHEET
INDEX OF SHEETS
SHEET NO SHEET TITLE
C-001 COVER SHEET
C-100 SITE PLAN AND INDEX MAP
C-101 TANK PAD GRADING
C-501 DETAILS
C P
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C P
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C P
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CELL 2
LINED AREA
EXISTING
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AREA
EXISTING
CELL 3A
LINED AREA
UNLINED AREA
EXISTING
CELL 3B
LINED AREA
OE
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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
401.37
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
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LEGEND
SURVEY NOTES:
1. AERIAL PHOTOGRAPHY ACQUIRED ON FEBRUARY 28, 2024 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
LIMIT OF CLOSURE AREA
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED LINER LIMIT
APPROXIMATE LIMIT OF PROPERTY LINE
EXISTING LINER LIMIT
LIMIT OF GRADING / DAYLIGHT
PAVED ROAD
GRADE BREAK
UNPAVED ROAD / BENCH
EASEMENT RIGHT-OF-WAY
LIMIT OF CONSTRUCTION / DISTURBANCE
APPROXIMATE PERMIT LIMIT
SURVEY CONTROL POINT
SURVEY MONUMENT
AERIAL CHECK POINT
EXISTING LINER LIMIT
GRADE BREAK
LIMIT OF REFUSE / FINAL COVER
AutoCAD SHX Text W
AutoCAD SHX Text
MONITORING WELL #3
AutoCAD SHX Text
LEAK DETECTION
AutoCAD SHX Text
4" LPG
AutoCAD SHX Text
8" LPG
AutoCAD SHX Text
6" LPG BYPASS
AutoCAD SHX Text
8" LPG
AutoCAD SHX Text
6" LPG BYPASS
AutoCAD SHX Text
SUBDRAIN
AutoCAD SHX Text
6" LPP
AutoCAD SHX Text
LEAK DETECTION
AutoCAD SHX Text
8" LPG
AutoCAD SHX Text
4" LPG
AutoCAD SHX Text
4" LPG
AutoCAD SHX Text
12" STD
AutoCAD SHX Text
OH ELEC
AutoCAD SHX Text
PP
2:
2:
2:1
RP-1
W-10D
EL:215.97
EL:216.00
N:176545.17 E:1530917.07
EL:214.92
EL:215.68
EL:214.70
EL:215.38
EL:214.46
EL:215.76
N:176543.48 E:1530925.98
EL:215.00
N:176528.68 E:1530950.90
EL:214.19
N:176506.23 E:1530971.65
EL:211.51
N:176486.12 E:1531005.19
EL:212.46
N:176490.83 E:1530993.96
EL:213.39
N:176496.74 E:1530983.59
EL:211.91
N:176471.88 E:1531055.83
EL:208.58
N:176464.65 E:1531037.22
EL:210.69
N:176471.79 E:1531011.82
EL:212.18
N:176473.31
E:1530992.37
EL:214.00
N:176470.47
E:1530968.52
EL:214.00
N:176470.67 E:1530912.41
EL:214.00
N:176488.27
E:1530849.83
EL:214.52
N:176511.04
E:1530856.24
R
R50
R
'-0
65'-0" PIPE BRIDGE
(TYP OF 3)
8%
8%
280.90
219.3
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
Q :\S an ta
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5/
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GRAPHIC SCALE:1''=
20'
20 40
CONSTRUCTION NOTES
LEGEND
TANK PAD GRADING C-101
C-501
C-501
AC PAD AND RAMP WITH THICKENED EDGE PER
6" HDPE STORM DRAIN, MAINTAIN MINIMUM 2%
SLOPE TOWARD STORMWATER TANK PAD
6" ELEVATED STEEL STORM DRAIN, PIPE WALL
THICKNESS, SUPPORTS, AND FOUNDATIONS BY
OTHERS
TRANSITION FROM 6" ON-GRADE HDPE STORM
DRAIN TO 6" ELEVATED STEEL STORM DRAIN
STORMWATER RUNOFF TANK BY OTHERS
EARTH FILL
RECONSTRUCT EXISTING SD INLET STRUCTURE
WITH TRAFFIC-RATED BOX AND GRATE,
CONSTRUCT RIM TO BE FLUSH WITH ROAD
ELEVATION
CONNECT 6" HDPE STORM DRAIN TO EXISTING 6"
HDPE STORM DRAIN, POINT OF CONNECTION TO
BE FIELD VERIFIED
ANCHOR 6" STORM DRAIN ON GRADE WITH
MINIMUM 1 CY SOIL PILE AT 20-FT ON CENTER
SPACING ALONG LENGTH OF ON-GRADE STORM
DRAIN
LIMIT OF CLOSURE AREA
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED LINER LIMIT
APPROXIMATE LIMIT OF PROPERTY LINE
EXISTING LINER LIMIT
LIMIT OF GRADING / DAYLIGHT
PAVED ROAD
GRADE BREAK
UNPAVED ROAD / BENCH
EASEMENT RIGHT-OF-WAY
LIMIT OF CONSTRUCTION / DISTURBANCE
APPROXIMATE PERMIT LIMIT
EXISTING LINER LIMIT
GRADE BREAK
LIMIT OF REFUSE / FINAL COVER
SURVEY CONTROL POINT
SURVEY MONUMENT
AERIAL CHECK POINT
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
Q :\S an ta
C ru z\ S
C
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\A er ia l P ip e
D es ig n\
C A
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DETAILS C-501
DETAIL - PAVEMENT STRUCTURAL SECTION
REFERENCE SHEET: C-101 NTS
DETAIL - PAVEMENT THICKENED EDGE2
REFERENCE SHEET: C-101 NTS
DETAIL3
REFERENCE SHEET:
NTS
DETAIL4
REFERENCE SHEET: NTS
DETAIL5
REFERENCE SHEET: NTS
DETAIL6
REFERENCE SHEET:
NTS
6" BASE COURSE
THICKNESS
TOTAL PAVEMENT SECTION THICKNESS:
(ASPHALT CONCRETE � BASE COURSE)6" ASPHALTIC CONCRETE PAVING
WITH PETROMAT GEOTE;TILE
FABRIC REINFORCEMENT AT
CENTER OF SECTION
8" AGGREGATE BASE COURSE
(COMPACTED TO �5� ASTM D-155�)
SUBGRADE (UPPER 12" SCARIFIED AND
RECOMPACTED TO �5� ASTM D-155�)
ASPHALTIC CONCRETE PAVING
AGGREGATE
BASE COURSE
SUBGRADE
(�5� COMPACTION)
| Santa Cruz Aerial Pipe Draft Design |
| C-001 Cover Sheet |
| C-001 Cover Sheet |
| PLOT |
| C-100 Site Plan and Index Map |
| C-100 Site Plan and Index Map |
| PLOT |
| C-101 Tank Pad Grading |
| C-101 Tank Pad Grading |
| PLOT |
| C-501 Details |
| C-501 Details |
| PLOT |
| S-100 |
| Sheets and Views |
| S-1 |
| S-001 |
| Sheets and Views |
| S-1 |
File details come from the government source that posted it. Updated .