U4_TANK_BID_PLANS_1_OF_6_-_CIVIL.pdf

C0.1

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SCALE:

VICINITY MAP

NTS

UNIVERSITY TANK 4 REPLACEMENT

SANTA CRUZ, CA

BID SET PLANS

SHEET INDEX

CIVIL PLANS

C0.1 COVER SHEET

C0.2 PHASING PLAN

C1.0 SITE OVERVIEW PLAN

C1.1 SITE PLAN

C1.2 EROSION CONTROL PLAN

C1.3 GRADING PLAN

C2.0 MAINTENANCE TANK PIPING PLAN

C2.1 PRIMARY TANK PIPING PLAN

C2.2 CONTROL TUBING PLAN

C3.0 DRAINAGE PLAN

C4.0 PIPE PROFILES

C4.1 PIPE PROFILES

C5.0 DETAILS

C5.1 DETAILS

C5.2 DETAILS

C6.0 TANK SECTION

STRUCTURAL PLANS

S1.0 STRUCTURAL PLAN

S2.0 STRUCTURAL DETAILS

ARCHITECTURAL PLANS

G0.1 COVER SHEET

A1.1 EXISTING AND PROPOSED ROOF PLAN

A2.1 EXISTING ELEVATIONS

A3.1 DETAILS

TANK AND PUMPHOUSE PLANS

R1.0 EXISTING STEEL RESERVOIR

R2.0 WELDED AND BOLTED RESERVOIRS PLANS AND SECTIONS

R3.0 WELDED AND BOLTED RESERVOIRS ROOF PLANS

R4.0 WELDED AND BOLTED RESERVOIRS ROOF VENTS

R5.0 WELDED STEEL RESERVOIR STRUCTURAL PLAN SECTIONS & DETAILS

R6.0 WELDED STEEL RESERVOIR OVERFLOW AND SHEET MANWAY

R7.0 WELDED STEEL RESERVOIR DETAILS

R8.0 WELDED STEEL RESERVOIR INLET/OUTLET DETAIL

R9.0 WELDED STEEL RESERVOIR ROOF GUARDRAIL AND ACCESS HATCH

R10.0 WELDED STEEL RESERVOIR ROOF STAIRWAY

R11.0 WELDED STEEL RESERVOIR STAIRWAY DETAILS AND INTERIOR LADDER

M1A.0 PROCESS FLOW DIAGRAM

M1B.0 PROCESS FLOW DIAGRAM

M2.0 PIPING AND EQUIPMENT SCHEDULES AND DESIGN CRITERIA

M3.0 PUMPING STATION EXISTING PLAN AND SECTIONS

M4.0 PUMPING STATION PLAN SECTION NEW VALVES AND PIPING

M5.0 SURGE TANK PLAN SECTION AND DETAILS

M6.0 PIPE DETAILS

TOPOGRAPHIC SURVEY

1 TOPOGRAPHIC SURVEY

2 TOPOGRAPHIC SURVEY

SANTA CRUZ

SANTA CLARA

SAN MATEO

MONTEREY

SS SS

W W

G G

SD SD

SS SS

W W

NEW STORM DRAIN

NEW SANITARY SEWER

NEW WATER

EXISTING GAS

EXISTING STORM DRAIN

EXISTING SANITARY SEWER

EXISTING WATER

BD BD NEW BACK DRAIN

NEW FIRE SERVICEFS FS

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

GRADE BREAK

PROPERTY LINE/EASEMENT

E(O/H) E(O/H) EXISTING ELECTRIC (OVERHEAD)

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STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

CLEANOUT

WATER VALVE

GAS VALVE

AREA DRAIN

TREE

GRADE POINT

LEGEND

UD UD NEW UNDER DRAIN

DYH

BORING HOLE/BENCHMARK

FIRE HYDRANT

SURVEY CONTROL POINT

G G NEW GAS

FLOW LINE

VEGETATION DRIPLINE

AB Anchor Bolt LGT Lighting AC Asphalt Concrete LL Live load ACI American Concrete Institute LS Lag screw AGG BASE Aggregate Base LT Left AISC American Institute of Steel Construction LTWT Light weight AITC American Institute of Timber Construction MANUF Manufacturer's APA American Plywood Association MAX Maximum APPROX Approximately MB Machine Bolt ARCH Architect MECH Mechanical ASTM American Society for Testing & Materials MISC Miscellaneous ATC Acoustic tile ceiling MH Manhole AVG Average MIN Minimum BC Begin curve MP Midpoint BG Below grade MTL Metal BLDG Building NG Natural Grade BLKG Block(ing) NTS Not to Scale BM Bench Mark OC On center BN Boundary nailling OCBW On center both ways BOT Bottom OD Outside Diameter BRC Brace OH Other hand BRG Bearing OPP Opposite BSMT Basement PART Partition BTWN Between PC Point of curvature BVC Begin vertical curve PCC Portland Cement Conc BVL Bevel PCR Point of curb return C Channel PI Point of intersection CANT Cantilever PIP Poured in place CB Catch Basin, Carraige Bolt PL Property Line, Plate CC Center to Center PLY Plywood CF Cubic feet PMP Perforated metal pipe CFM Cubic feet per minute PNL Panel CG&S Curb, Gutter, & Sidewalk PPVC Perforated Polyvinyl Chloride Pipe CI(P) Cast Iron (Pipe) PRCST Precast CJ Construction joint or Contraction joint PREFAB Prefabricated CL Center Line PSF Pounds per Square Foot CLG Ceiling PSI Pounds per Square Inch CLR Clear, Clearance PT Point of tangency or Point CMP Corrugated metal pipe PTDF Pressure Treated Douglas Fir CMU Concrete Masonry Unit PVC Polyvinyl Chloride Pipe CNTRL Control PVMT Pavement CO Cleanout R Radius, Riser COL Column RC Relative Compaction COLL Collector RCP Reinforced concrete pipe COMP PEN Complete penetration REINF Reinforcement CONC Concrete REM Removal CONN Connection REPL Replace CONT Continuous REQD Required CSK Countersink RET Retaining CTR Center RF(G) Roof(ing) CVR Cover RGH or RS Rough or Rough sawn CY Cubic yard RM Room DBL Double RT Right DEG Degree R/W or ROW Right of way DET Detail RWALL Retaining Wall DF Douglas Fir RWD Redwood DI Drop inlet or Drainage inlet S Slope DIA Diameter SAD See Architectural Drawings DIAG Diagonal SB Solid backing DIM Dimension SCH Schedule DL Dead load SD Storm drain DN Down SDMH Storm Drain Manhole D/W Driveway SECT Section DWG Drawing SEL Select E Electric SF Square foot EA Each SHRWL Shear wall EB Expansion bolt SHT Sheet EC End curve SHTG Sheathing EF Each face SIM Similar EJ Expansion joint SK Sack ELECT Electric, Electrical SLV Sleeve ELEV or EL Elevation SM Sheet metal EN Edge nailing SP Sheet pile ENGR Engineer SPEC Specifications EP Edge of pavement SQR Square ES Each side SS Sanitary or Sanitary Sewer ESMT Easement SSMH Sanitary Sewer Manhole EVC End vertical curve SSP Stainless steel pipe EW Each way STA Station EX Existing STD Standard EXP Expansion STL Steel EXT Exterior STRUCT Structural FB Flat bar SWK Sidewalk FG Finish grade SWR Sewer FIN Finish SY Square yard FLD Field T Ton, Tee Section FLR Floor T&B Top and Bottom FN Field nailing TBM Temporary bench mark FND Foundation TC Top of curb FOC Face of concrete or curb TEL Telephone FOS Face of steel or stud TEN Typical edge nailing FRMG Framing TG Top grate FT Foot or Feet T&G Tongue and groove FTG Footing TOC Top of concrete G Gas TOS Top of steel GA Gauge TOW Top of wall GALV Galvanized TP Top of pavement GLB Glulam beam TR Tread GR Grade Elevation TS Top slab, structural steel tube H/C Handicapped TV Television cable HD Holdown TYP Typical, UNO HDR Header UG Underground HORIZ Horizontal UBC Uniform Building Code HP High point UNO Unless noted otherwise HT Height VC Vertical curve ID Inside Diameter VERT Vertical INT Interior VIF Verify in field INV Invert elevation W Water IP Iron pipe W/ With IR Inside radius WC Wheelchair JB Junction box W/O Without JP Joint pole WP Weatherproof, work point JST(S) Joist(s) WWF Welded Wire Fabric JT Joint XFMR Transformer L Angle XS Extra Strong LA Landscape Architect(ure) XXS Double Extra Strong LB or # Pound YD Yard LD Load

ABBREVIATIONS

PROJECT SITE

APPROX COORDINATES:

36.998188, -122.069412

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.

Know what's below.

before you dig.Call

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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 2024

SCALE:

VICINITY MAP

NTS

U4 TANK SITE

GENERAL NOTES

1. CODES

Construction and materials shall be in accordance with Title 24 California Code of Regulations California Building Code (CBC), the California Plumbing Code (CPC), the Caltrans Standard Plans and Specifications, Division of the State Architect requirements, State Fire Marshall Regulations, National Electrical Code, Americans with Disabilities Act, all other State and Federal laws, all locally enforced codes and authorities, the County of Santa Cruz Design Criteria, and the manufacturer's specifications. Should the Contractor discover work within the Plans not in conformance with these requirements, Contractor shall immediately submit a written Request for Information (RFI) to the Owner's Representative.

2. PERMITS

Contractor shall inform themselves of, and fully adhere to the rules regulations and requirements of all governmental agencies having jurisdiction over the work, and all federal, state and local laws, codes or regulations regarding construction activity. Contractor shall investigate and procure any and all permits that may be required on the project.

3. SITE SAFETY

The Contractor agrees that in accordance with generally accepted construction practices, Contractor will be required to assume sole and complete responsibility for job site conditions, construction means, methods or techniques, or for safety measures, precautions or programs at the project site during the course of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal work hours. It shall be the Contractor's sole responsibility to design and provide adequate trench and excavation shoring, bracing, formwork, scaffolding, temporary structures, site and excavation dewatering, etc., as required for construction of improvements and for the protection of life and property during construction. Contractor to take necessary precautions against sewage, gases, solvents, compounds, acids, preservatives, fuels, and other hazardous materials. All construction shall be performed in conformance with CalOSHA requirements. The Contractor agrees to defend, indemnify, and hold the Design Engineer of Record harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability rising from the sole negligence of the Design Engineer of Record.

4. INTENT

It is the intent of these Plans and General Notes is that the work shall result in a complete, finished, operating, satisfactory and functional systems and no extra compensation will be allowed for anything omitted but fairly implied for systems function. Where detail references in the Plans have been omitted, the Contractor is deemed to have estimated the best quality detail. In the event certain features of the construction are not fully shown or detailed on the plans, their construction shall be as shown on the plans or details for similar best quality features. All typical details shall apply unless noted otherwise. The Owner's Representative best quality interpretation is deemed to control. All dimensions shall take precedence over scale shown on the plans. The Contractor shall examine and check all existing conditions, dimensions, levels and materials and notify the Engineer of any discrepancies before proceeding with the work. Should a discrepancy appear in the Specifications or Drawings, or in the work done by others from the contract documents that affect any work, notify the Owner's Representative at once by RFI for instruction on how to proceed. If the Contractor proceeds with the work affected without instructions from the Owner's Representative, the Contractor shall make good any resulting damage or defect to the satisfaction of the Owner's Representative. Should a conflict occur in or between Drawings and Specifications, or where detail references on Contract Drawings have been omitted, the Contractor is deemed to have estimated the best quality materials and construction method involved, unless a written RFI response has been obtained which describes an alternate method and/or materials.

5. EXISTING FACILITIES

Contractor shall protect all existing facilities and shall repair all damaged areas to original or better condition.

Contractor shall do all cutting, fitting, or patching of his work that may be required to make its several parts fit together properly and shall not endanger any other work by cutting, or otherwise altering the total work or any part of it. Contractor shall exercise care to protect any existing construction so that integrity and finish are not impaired. All patching, repairing and replacing of materials and surfaces, cut or damaged in execution of work, shall be done with appropriate materials so the surfaces replaced will, upon completion to match surrounding similar surfaces.

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AutoCAD SHX Text Wilder Ranch

AutoCAD SHX Text Baldwin

AutoCAD SHX Text Cr

AutoCAD SHX Text Gulch

AutoCAD SHX Text Flat

AutoCAD SHX Text Sandy

AutoCAD SHX Text Lombardi

AutoCAD SHX Text Gulch

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GRADE

AutoCAD SHX Text

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ALMAR AV

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DELAWARE AV

AutoCAD SHX Text Pacific Ocean

AutoCAD SHX Text

SANTA CRUZ

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CITY OF

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BROADWAY

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AutoCAD SHX Text U.C.S.C.

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STATE HY 1

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WESTERN DR

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OCEAN ST

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SOQUEL DR

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MISSION ST

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BAY ST

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HIGH

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SAN LORENZO RIVER

AutoCAD SHX Text Cave Gulch

AutoCAD SHX Text Moore Cr

AutoCAD SHX Text Peasely

AutoCAD SHX Text Gulch

AutoCAD SHX Text Old Dairy Gulch

AutoCAD SHX Text Wilder Cr

AutoCAD SHX Text Wilder Cr

AutoCAD SHX Text Cave Gulch

AutoCAD SHX Text Adams Cr

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SEABRIGHT AV

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AutoCAD SHX Text Live Oak

AutoCAD SHX Text Arana

AutoCAD SHX Text Gulch

AutoCAD SHX Text Schwann

AutoCAD SHX Text Lake

AutoCAD SHX Text Branciforte

AutoCAD SHX Text Cr

AutoCAD SHX Text Small

AutoCAD SHX Text Craft Harbor

AutoCAD SHX Text Leona Cr

AutoCAD SHX Text Craft Harbor

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AutoCAD SHX Text State Park

AutoCAD SHX Text Powder Mill Cr

AutoCAD SHX Text Eagle Cr

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AutoCAD SHX Text Glen

AutoCAD SHX Text Granite Cr

AutoCAD SHX Text Redwood Cr

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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 2024

PHASING PLAN

THE FOLLOWING PHASING PLAN IS AN APPROXIMATION FOR

PLANNING PURPOSES ONLY. CONTRACTOR SHALL PREPARE A

DETAILED SCHEDULE SHOWING PROPOSED ACTIVITY SEQUENCING

FOR CITY APPROVAL, INCLUDING CRITICAL PATH IDENTIFICATION.

NOTICE TO PROCEED, SUBMITTALS, RFIs

MOBILIZATION, PRECONSTRUCTION SAFETY MEETINGS,

EROSION CONTROL, BMPs, CONSTRUCTION FENCING, POTHOLE UTILITIES AND CONSTRUCTION SURVEYING

MAINTENANCE TANK FOUNDATION

MAINTENANCE TANK SITE PIPING AND NEW DRAIN PIPELINES

THAT EXTEND BEYOND PAVEMENT AND DRAINAGE LEVEL

SPREADERS TO BE BUILT DURING SUMMER CONSTRUCTION

SEASON.

PUMP STATION ZONE VALVE PER PUMPHOUSE PLANS

ERECT MAINTENANCE TANK INCLUDING ELECTRICAL WORK

AND CONTROLS

CONSTRUCT SURGE TANK, INCLUDING FOUNDATION AND

ASSOCIATED PIPING

CITY SHALL APPROVE NORMAL OPERATION OF NEW

MAINTENANCE TANK AND PUMP STATION UPGRADES IN

WRITING PRIOR TO DEMOLITION OF PRIMARY TANK

DEMOLISH EXISTING PRIMARY WATER TANK AND PROVIDE TO

THE CITY A COPY OF CERTIFICATE FOR THE HAZARDOUS

WASTE DISPOSAL

PREPARE EXISTING FOUNDATION FOR NEW PRIMARY TANK,

INCLUDING DRAIN IMPROVEMENTS

ERECT NEW PRIMARY TANK

NEW SITE PIPING, APPURTENANCES AND CONNECTIONS FOR

THE NEW PRIMARY TANK

TANK APPURTENANCES, INSTALL ELECTRICAL CONTROLS,

AND START UP

PERMANENT FENCING, GATES, CHIP SEAL TANK SITE AND

PAVE ACCESS ROAD

CURB AND GUTTER

CLOSE OUT PROJECT, PUNCHLIST

16SCALE:

STEP 1 - SITE PREPARATION

1" = 20' SCALE:

STEP 2 - MAINTENANCE TANK

1" = 20'

SCALE:

STEP 3 - PRIMARY TANK

1" = 20' SCALE:

STEP 4 - PAVE AND CLOSE OUT

1" = 20'

11 12

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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 2024

12'

12'

12'

12'

SHEET NOTES

OVERLAY EXISTING 16,340 SF ASPHALT DRIVEWAY PER DET

1/C5.0. PROTECT EXISTING TREES INCLUDING LIMBS AND

ROOTS IN PLACE, TYP. PLACE SEAL ON DRIVEWAY OVERLAY

AT THE END OF THE PROJECT, PER SPECS.

POTHOLE REPAIR 3370 SF PER DETAIL 3/C5.0

PAVE EXISTING 1,300 SF TURNOUTS FOR FIRE DEPARTMENT

USE. SCARIFY AND COMPACT EXISTING GRADE TO 90% RC.

PLACE 6" OF CLASS 2 AGGREGATE BASE COMPACTED TO 95%

RC AND 3" OF ASPHALT PAVING. USE ONLY PREVIOUSLY

DISTURBED AREA FOR CONSTRUCTION STAGING AREAS.

PLACE BASEROCK PRIOR TO CONSTRUCTION DURING

SUMMER SEASON

POTENTIAL PARKING LOCATION FOR CONTRACTOR AT U2

RESERVOIR. COORDINATE WITH CITY FOR PARKING AND

CONTRACTOR SHUTTLE TO SITE

CONSTRUCT TEMPORARY CONSTRUCTION FENCING PER

DETAIL T65/C5.1

TEMPORARY CONSTRUCTION SIGNAGE TO ASSIST TRUCKING

AND DELIVERIES TO LOCATE THE SITE ENTRANCE

TEMPORARY HIGH VISIBILITY WILDLIFE EXCLUSION FENCE

PER DETAIL 6/C5.0. LOCATE AT TOP OF BANK TO AVOID

DISTURBANCE TO CHANNEL, EROSION, AND TO PROTECT CA

RED-LEGGED FROGS

ALL OFF-PAVEMENT AREAS ALONG DRIVEWAY ARE OFF-LIMITS

TO CONSTRUCTION VEHICLES, MATERIALS OR PARKING

C1.1

SCALE:

VICINITY AND HAUL ROUTE MAP

NTS

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U4 TANK SITE

POSSIBLE TRUCK TURNAROUND AT LARGE TURNAROUND PAST SMITH GRADE

REVERSE INTO SITE DRIVEWAY OR PROCEED PAST TANK ENTRY ROAD TO TRUCK TURNAROUND,

RIGHT TURN INTO U4 SITE ACCESS ROAD FROM SOUTHBOUND LANE

HAUL ROUTE STATE HWY 1

LEFT TURN ONTO HIGH STREET,

HIGH STREET BECOMES EMPIRE GRADE

STATE HIGHWAY 1 BECOMES

MISSION STREET, RIGHT TURN

ONTO BAY STREET

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EL REFUGIO WY

CAVE GULCH

POTENTIAL STAGING AREA AT

UNIVERSITY PUMPING STATION NO.4

UNIVERSITY RESERVOIR NO. 2

SMITH GRADE

POTENTIAL PARKING AREA IN PULLOUT AT PUMP STATION

70'x6'

45'x3'

5'x5'

20'x3'

20'x6'

60'x3'2

75'x6'

30'x6'

150'x12'

ASPHALT AND AGGREGATE BASE QUANTITIES

LOCATION/TYPE AREA (SF) WEIGHT AC (TON) VOLUME AB (CY)

TURNOUT PAVEMENT - 3"AC/6"AB 1300 16 34

TANK SITE PAVEMENT - 2.5"AC/6"AB 906 17 12

PRIMARY TANK FOUNDATION - 2"AC/4"AB 2154 30 41

POTHOLE REPAIR - 3"AC 3370 63 -

DRIVEWAY OVERLAY - 2"AC 16340 204 -

SHOULDER BACKING (APPROX) - - 48

TOTAL = 330 135

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ALL DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF.

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FENCE

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SHEET NOTES

REPLACE 0.4 MG PRIMARY TANK WITH WELDED STEEL TANK PER TANK

DRAWINGS. CONSTRUCT AC PAVEMENT UNDER TANK.

INSTALL NEW BOLTED STEEL MAINTENANCE TANK AND MAT SLAB

FOUNDATION, 24' TALL, +/- 40,000 GALLONS PER TANK DRAWINGS. SAW

CUT EXISTING PAVEMENT AT EDGE OF NEW FNDN

PIPING AND APPURTENANCES PER PIPING PLANS, C2.0 & C2.1

REPLACE EXISTING FENCE AND GATES WITH 8FT TALL FENCE PER

DETAIL A85/C5.1. REMOVE EXISTING FENCE TO ALLOW FOR WORKING

ROOM

CURB AND GUTTER PER CITY STD DWG 8/C5.0

DRAINAGE INLET AND TANK DRAIN LINE OUTLET BASIN. SEE DRAINAGE

PLAN, C3.0

OVERLAY EXISTING MAINTENANCE ROAD PER DETAIL 1/C5.0. STOP AT

THE TANK FENCE GATE.

DOWNDRAIN AND TEE OUTLET PER DETAIL 5/C5.0, SEE DRAINAGE

PLAN

REPLACE ROOF MEMBRANE AND DOWNSPOUTS PER ARCHITECTURAL

PLAN A1.1

MODIFY PUMPHOUSE VALVES PER PUMPHOUSE PLANS

ASPHALT DIKE

SURGE PROTECTION TANK, SEE TANK PLANS

12" WIDE CONCRETE FLUSH CURB, 6" DEEP

DOUBLE SEAL (2 COATS) EXISTING TANK YARD SITE PAVING, 2700 SF,

AND SINGLE SEAL (1 COAT) ON NEW PAVEMENT, 906 SF, AT

COMPLETION OF CONSTRUCTION PER DETAIL 2/C5.0 AND SPECS

EXISTING DRIVEWAY CULVERT, SEE DRAINAGE PLAN C3.0

EXISTING NATIVE ROCK SURFACE

EASEMENT FOR CITY WATER FACILITIES PER 1965 AGREEMENT

EXHIBIT "A", AND LEGAL DESCRIPTION BY SURVEYOR

APPROX TOP OF BANK PER CITY BIOLOGIST. NO GRADING WITHIN TOP

OF BANK PER PERMIT CONDITIONS.

APPROXIMATE ORDINARY HIGH WATER MARK PER CITY BIOLOGIST

906 SF ASPHALT PAVING PER DETAIL 7/C5.0 WITH NEW DOUBLE CHIP

SEAL ON TOP

LEVEL SPREADER STORM DRAIN OUTLET PER DETAIL 4/C5.0

EDGE OF EXTERIOR STAIR

PREVIOUSLY DISTURBED AREA WITHIN NEW FENCE

PREVIOUSLY UNDISTURBED AREA

NEW PEDESTRIAN GATE

INSTALL TEMPORARY WILDLIFE EXCLUSION FENCE AT TOP OF SLOPE

PER DETAIL 6/C5.1. PURPOSE OF FENCING IS TO DELINEATE WORK

AREA AND PROTECT BANK AND SENSITIVE WILDLIFE HABITAT.

A/ C6

.0

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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 2024

6.8'

2'-6"

17'-0" SHELL DIA

9.8'

6.

5'

6'

13.6'

3'

55'-4" EXISTING TANK FOUNDATION OUTSIDE DIAMETER

16' 12'

54'-1" REPLACEMENT TANK SHELL DIAMETER

54'-1" EXISTING TANK SHELL DIAMETER

MAINT TANK

PUMPHOUSE

22'-0" FNDN OD

8.

5'

20'

LEGEND

DOUBLE SEAL PER DETAIL 2/C5.0 AND SPECS

NEW ASPHALT PAVING PER DETAIL 7/C5.0

OVERLAY PER DETAIL 1/C5.0

CONCRETE PER STRUCTURAL PLANS AND CURB

AND GUTTER DETAILS

24 24

COORDINATES

X = 6103354.97 Y = 1825689.15

X = 6103311.21 Y = 1825706.7

X = 6103345.1 Y = 1825727.84

X = 6103297.25 Y = 1825717.92

X = 6103279.58 Y = 1825724.65

X = 6103265.96 Y = 1825716.27

X = 6103329.38 Y = 1825659.23

X = 6103350.4 Y = 1825627.58

X = 6103315.52 Y = 1825650

X = 6103336.62 Y = 1825618.39

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PROTECT EXISTING TANK FOUNDATION IN PLACE

DEMOLISH AND REMOVE EXISTING FENCE

PROTECT EXISTING STORM DRAIN IN PLACE

INSTALL WILDLIFE EXCLUSION FENCE PER DETAIL 6/C5.1, TO

PROTECT BANK AND SENSITIVE HABITATS

PROTECT EXISTING DRAIN LINE IN PLACE. REMOVE OLD DRAIN

AFTER U4 TANK REPLACEMENT

PROTECT EXISTING UTILITY SHEDS AND EYEWASH STATION IN

PLACE

PROTECT ALL EXISTING TREES IN PLACE. NO SIGNIFICANT

TREE REMOVAL IN CONTRACT WITHOUT CITY APPROVAL. SEE

SPECS SECTIONS 122311 AND 02450.

PROTECT GENERATOR IN PLACE

TEMPORARY JUTE NETTING EROSION CONTROL BLANKET ON

TOP OF SLOPE PER DETAIL T54/C5.1. NO PLASTIC

MONOFILAMENT ALLOWED.

CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT

FOR ALL REFUELING ACTIVITIES ON PROJECT SITE.

TREE TRIMMING 15 FEET ABOVE ROAD AND TANKS WILL BE

COMPLETED BY CITY PRIOR TO CONSTRUCTION, NIC

UNDISTURBED AREA

DISTURBED AREA

FIBER ROLL PER T56/C5.1

CHECKED BY:

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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 2024

SCALE:

EROSION CONTROL PLAN

1" = 10'

010' 5' 10' 20'

1" = 10'

1. PROVIDE EROSION CONTROL TO LIMIT SEDIMENT ONTO EMPIRE

GRADE AND CAVE GULCH CREEK.

2. THE FOLLOWING REQUIREMENTS ARE MADE PURSUANT TO

SECTION 16.22, “EROSION CONTROL,” OF THE SANTA CRUZ

COUNTY CODE.

3. ALL CLEARING, GRADING, OR EXCAVATING DONE BETWEEN

OCTOBER 15 AND APRIL 15 SHALL BE IN ACCORDANCE WITH A

SEPARATE WINTER EROSION CONTROL PLAN.

4. DISTURBANCE AND REMOVAL OF VEGETATION SHALL NOT

EXCEED THE MINIMUM NECESSARY TO COMPLETE OPERATIONS.

ALL DISTURBED SOIL (PARTICULARLY CUT AND FILL SLOPES)

SHALL BE SEEDED AND MULCHED OR OTHERWISE PROTECTED

WITH TEMPORARY PLASTIC COVERS OR EROSION CONTROL

FABRIC IN AN APPROVED MANNER PRIOR TO PROJECT

COMPLETION BUT IN NO CASE LATER THAN OCTOBER 15. MULCH

SHALL BE MAINTAINED UNTIL A GOOD VEGETATIVE COVER HAS

BEEN ESTABLISHED. WHEN PERMANENT LANDSCAPING HAS

BEEN INSTALLED BUT IS NOT FULLY ESTABLISHED, ANY

EXPOSED SOIL SHALL BE MULCHED OR COVERED BETWEEN

OCTOBER 15 AND APRIL 15.

5. UNLESS SPECIFIC MEASURES ARE SHOWN OR NOTED ON THE

APPROVED PLANS, ALL COLLECTED OR CONCENTRATED

RUNOFF SHALL BE PERCOLATED INTO THE GROUND, CARRIED

TO DRAINAGE COURSES IN LINED CONDUITS, OR DISPERSED

OVER DENSE VEGETATION IN AN APPROVED MANNER THAT WILL

NOT CAUSE EROSION.

6. THE DESIRED END RESULT OF THESE MEASURES IS TO

CONTROL SITE EROSION AND PREVENT SEDIMENT TRANSPORT

OFF THE SITE. IT SHALL BE THE CONTRACTOR’S

RESPONSIBILITY TO SEE THAT ANY ADDITIONAL MEASURES

NECESSARY TO MEET THIS GOAL ARE IMPLEMENTED. IF FIELD

INSPECTIONS BY COUNTY STAFF SHOW THIS GOAL IS NOT

BEING MET, ADDITIONAL MEASURES WILL BE REQUIRED.

7. PAMPHLETS DETAILING SEEDING AND MULCHING, RUNOFF

CONTROL, AND WINTER EROSION CONTROL PLAN

REQUIREMENTS ARE AVAILABLE ON REQUEST FROM THE

ENVIRONMENTAL PLANNING SECTION OF THE PLANNING

DEPARTMENT, AND ARE AVAILABLE ON THE COUNTY’S

INTERNET SITE, UNDER PLANNING DEPARTMENT, BROCHURES.

8. ALL CONSTRUCTION SHALL CONFORM TO PART 1, SECTION C,

“EROSION CONTROL REQUIREMENTS,” OF THE COUNTY DESIGN

CRITERIA. ALL DISTURBED SOIL SHALL BE SEEDED, MULCHED,

OR OTHERWISE COVERED ON A DAILY BASIS AFTER OCTOBER

14 OR WHENEVER MORE THAN A HALF INCH OF RAIN IN 24

HOURS IS FORECAST.

BMP NOTES

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12" CMP FL=752.49'

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CURB AND GUTTER

FL = 751.87

S = 0.75%

0.

FG 753.47

RIM 751.25

RIM 750.50

CURB AND GUTTER

FL = 751.48

S = 0.75%

0.75%

3.7%

0.5

FL 750.88

0.78%

FL 754.09

NEW FNDN 752.25

EXISTING FNDN 751.75

FNDN 753.50

CURB AND GUTTER

FL = 751.11

S = 0.75% CURB AND GUTTER

FL = 750.78

S = 0.75%

1.9%

EXISTING

FNDN 751.91±

2.4%

FG 752.54

FG 752.99

FG 753.91

1.5

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APPROXIMATE FLOW PATTERN, SEE DRAINAGE PLAN1

CHECKED BY:

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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 2024

SCALE:

GRADING PLAN

1" = 10'

010' 5' 10' 20'

1" = 10'

GRADING NOTES

1. ENSURE POSITIVE DRAINAGE AWAY FROM BOTH TANKS

AND THE PUMPHOUSE BUILDING IN EVERY DIRECTION

2. ELEVATIONS SHOWN ON CIVIL SHEETS ARE RELATIVE TO THE

CURRENT SURVEY, AND ARE 3.4 +/- FEET ABOVE THE

SUPERSEEDED ELEVATIONS REFERENCED IN THE 1960s DESIGN

DRAWINGS

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PO

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EN

ER

AT

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XFMR

E 14" UCSC SERVICE

E 14" W

FROM U4PS AT U2T

E 10" TANK DRAIN

E 10" SD

E 1-1/2" W

E 14" W

TO U5T

E

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E 14" W U

CSC SERVICE

METER

VAULT

SEE SHT M3.0 AND M4.0 FOR PUMPHOUSE MODIFICATIONS

SCALE:

TANK PIPING PLAN

1" = 5'

C2.0

AH

RC

22109

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05' 2.5' 5' 10'

1" = 5'

CHECKED BY:

DRAWN 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 2024

SHEET NOTES

CONTRACTOR SHALL CONDUCT FIELD INVESTIGATIONS,

EXPLORATORY EXCAVATION AND SURVEYING FOR EXISTING

UNDERGROUND FACILITIES. SEE SECTION 02510.

CAUTION: 15KV HIGH VOLTAGE UNDERGROUND ELECTRIC,

PROTECT IN PLACE

CAUTION: UNDERGROUND COMMUNICATIONS LINES,

PROTECT IN PLACE

SCHEDULE SYSTEM SHUTDOWNS CAREFULLY WITH THE CITY

PRIOR TO OPERATING OLDER VALVES, TYP

EXISTING 14" WAFER BUTTERFLY VALVE ACTUATOR ON 14"

UCSC SERVICE

EXISTING PUMPHOUSE DRAIN VALVE, 10" WAFER BUTTERFLY

VALVE, DRAINS HIGH PRESSURE ZONE SERVING U5 TANK,

PROTECT IN PLACE

EXISTING 14" WAFER BUTTERFLY VALVE ACTUATOR ON U5

TANK HIGH PRESSURE MAIN

EXISTING 10" DRAIN LINE. PROTECT IN PLACE AND DO NOT

DISTURB OR GRADE OUTSIDE OF HIGH WATER MARK FENCING

EXISTING GENERATOR TRAILER. CITY WILL MOVE AND

INSTALL AUTOMATIC TRANSFER SWITCH PRIOR TO

CONSTRUCTION (NIC)

ALL EXCAVATIONS SHALL BE SHORED AND/OR PHASED TO

PROTECT EXISTING 1960s PIPING, BUILDING, AND

INFRASTRUCTURE. SHORING SHALL BE CONTRACTORS

RESPONSIBILITY

Know what's below.

before you dig.Call

R

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.