preliminary grading plan

SAN PEDRO AVE.

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LEGENDS

ABBREVIATIONS

PRELIMINARY GRADING PLANFOR

WORLD OIL FUEL STATION16720 MONTERREY HWYMORGAN HILL, CA 90001

SITE

VICINITY MAP

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RamCam

CompanyWorld Oil Marketing

09.01.2020

9302 GARFIELD AVENUESOUTH GATE, CA 90280

(562) 928-0100

16720 MONTERREY HWYMORGAN HILL, CA. 95037

WOF052

SHEET INDEX

OWNER:

CIVIL ENGINEER:

APN:

TOPOGRAPHY SOURCE

SHEET 1 - TITLE SHEETSHEET 2 - DEMOLITION PLANSHEET 3 - PRELIMINARY GRADING PLANSHEET 4 - SECTIONSSHEET 5 - WATER QUALITY

ACREAGE:

SOILS ENGINEER:

PROJECT ADDRESS:

BASIS OF BEARINGS:

BENCH MARK:INDEX MAP

EARTHWORK QUANTITY ESTIMATE:

SOILS AND GEOLOGIST CERTIFICATION

LEGAL DESCRIPTION

NOTICE TO CONTRACTOR:

DEMOLITION NOTES & QUANTITIES

CONSTRUCTION NOTES & QUANTITIES

C1.0

TITL

E SH

EET

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F

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T

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T

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T

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F

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F

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6"RD

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6"RD

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"SD

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6"SD

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6"OF

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6"OF

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6"OF

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4"

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4"

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4"

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4"

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4"

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4"

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S24°29'00"E R/W 140.00

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N64°31'00"E R/W 150.02

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N24°29'00"W P/L 140.00

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S64°31'00"W P/L 150.02

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(100)

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EXISTING CONTOUR

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FLOW LINE

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EXISTING FENCE

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EXISTING GROUND

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(100.0) G

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PROPERTY LINE ( )

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P

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AC PAVING

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CONCRETE PAVING

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PROPOSED BUILDING

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UV

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- UTILITY VAULT

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- WROUGHT IRON FENCE

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- CENTERLINE

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- WEST

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OH

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PGS.

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PA

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INV

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M.R.

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NO.

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LP

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N.

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- MISCELLANEOUS RECORDS

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- OVERHANG

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- PLANTER AREA

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- PAGES

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- INVERT

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- NUMBER

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- LIGHTPOLE

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- NORTH

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W.

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WIF

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L

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C

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- SLOT DRAIN

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- SEWER CLEANOUT

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- SIGNBOARD

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- SEWER MANHOLE

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- TELEPHONE BOOTH

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- TRANSFORMER

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- TRASH ENCLOSURE

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- TOP OF CURB

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- SIDEWALK

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- TYPICAL

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- SOUTH

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- PARKING STALLS

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- PARCEL MAP

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- PROPERTY LINE

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- RIGHT OF WAY

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- ROOF LADDER

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- REGISTERED CIVIL ENGINEER

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- RECORD

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FD.

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GRS

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GP

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GM

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HS

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FH

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CP

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EP

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EV

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E.

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DI

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BFD

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BMB

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BW

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C.L.

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BLD

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CONC.

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AC

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- FOUND

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- GUARD POST

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- GAS METER

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- HANDICAP SIGN

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- FIRE HYDRANT

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- GRASS

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- CARPORT

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- EDGE OF PAVEMENT

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- ELECTRIC VAULT

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- DRAIN INLET

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- EAST

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SW

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(TYP)

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TB

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TP

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T.E.

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TC

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SCO

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S.

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SD

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SNB

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SMH

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- ASPHALTIC CONCRETE

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- BACKFLOW DEVICE

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- BUS MAP BOX

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- BLOCK WALL

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- CONCRETE

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- CENTERLINE

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- BUILDING

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P.M.

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R.O.W.

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R.C.E.

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P.S.

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R.

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RFL

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P.L.

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- TOP OF WALL

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- TOP OF RETAINING WALL

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- TOP OF FOOTING

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TRW

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TF

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TW

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BSL

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- BUILDING SETBACK LINES

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AB

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- AGGREGATE BASE

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- SUB GRADE (COMPACTED)

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SG

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- CURB FACE

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C.F.

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- PORTLAND CEMENT CONCRETE

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P.C.C.

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EX

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- EXISTING

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TOI

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UST

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- UNDERGROUND STORAGE TANKS

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- TOP OF ISLAND

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TENNANT AVE.

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SAN PEDRO AVE.

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CHURCH ST.

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RAILROAD AVE.

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BARRET AVE.

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E. DUNNE AVE.

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BUTTERFIELD BLVD.

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SAN PEDRO AVE.

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101

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101

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CHURCH ST.

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MONTERREY RD.

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N.T.S.

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1. TEMPORARY BENCH MARK- BASED ON A CITY APPROVED BENCHMARK AS SHOWN ON THESE PLANS. TEMPORARY BENCH MARK- BASED ON A CITY APPROVED BENCHMARK AS SHOWN ON THESE PLANS. BASED ON A CITY APPROVED BENCHMARK AS SHOWN ON THESE PLANS. 2. ALL EXISTING ELEVATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL EXISTING ELEVATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR UNLESS OTHERWISE NOTED. 3. ALL SURVEY MONUMENTS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE CORRESPONDING FINAL ALL SURVEY MONUMENTS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE CORRESPONDING FINAL MAP BEFORE ACCEPTANCE OF THE SUBDIVISION. 4. CONTRACTOR SHALL NOT DESTROY EXISTING PERMANENT SURVEY MONUMENTS. CONTRACTOR SHALL NOT DESTROY EXISTING PERMANENT SURVEY MONUMENTS. 5. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF MORGAN HILL STANDARD DETAILS ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF MORGAN HILL STANDARD DETAILS FOR CONSTRUCTION WHICH ARE HEREBY MADE A PART OF THESE PLANS. DEVIATIONS FROM THE STANDARD DETAILS MUST BE APPROVED BY THE CITY ENGINEER. 6. DEVELOPER SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER (MUNICIPAL DEVELOPER SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER (MUNICIPAL CODE 17.32.250B) PRIOR TO COMMENCING ANY CONSTRUCTION. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT UPON COMPLETION OF SAID MEETING AND PRIOR TO CONSTRUCTION OF ANY IMPROVEMENTS WITHIN AN EXISTING OR OFFERED FOR DEDICATION RIGHT-OF-WAY, PUBLIC UTILITY EASEMENT OR PUBLIC SERVICE EASEMENT. 7. A GRADING PERMIT SHALL BE OBTAINED FROM THE CITY OF MORGAN HILL BUILDING DIVISION PRIOR TO A GRADING PERMIT SHALL BE OBTAINED FROM THE CITY OF MORGAN HILL BUILDING DIVISION PRIOR TO ANY GRADING OF BUILDING PADS. APPLICANT FOR THE GRADING PERMIT SHALL PROVIDE A PLAN REVIEW LETTER FROM THE SOILS ENGINEER. A GRADING PERMIT DOES NOT GIVE CONTRACTOR PERMISSION TO COMMENCE OFF-SITE (STREET) GRADING. ONLY UPON CITY APPROVAL OF THE IMPROVEMENT PLANS AND COMPLETION OF A PRE-CONSTRUCTION MEETING, SHALL CONTRACTOR COMMENCE OFF-SITE GRADING. 8. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK PHASE. AT THAT TIME, AN “INSPECTION REQUEST FORM” SHALL BE COMPLETED TO ENSURE INSPECTION REQUEST FORM” SHALL BE COMPLETED TO ENSURE SHALL BE COMPLETED TO ENSURE PROPER SCHEDULING OF AN INSPECTION WITH THE CITY ENGINEER’S REPRESENTATIVE. S REPRESENTATIVE. 9. CONTRACTOR SHALL PRESERVE ALL SURROUNDING PROPERTY BY CONFINING OPERATIONS TO WITHIN THE CONTRACTOR SHALL PRESERVE ALL SURROUNDING PROPERTY BY CONFINING OPERATIONS TO WITHIN THE LIMITS OF WORK”. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS FOR ALL ADJOINING . CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS FOR ALL ADJOINING RESIDENTS, PLACES OF BUSINESS, AND PROPERTIES AT ALL TIMES AND IN A SAFE MANNER. CONTRACTOR SHALL MAKE PROPER NOTIFICATION AT LEAST 24 HOURS IN ADVANCE OF ANY INTERRUPTION IN ACCESS OR SERVICE TO THE ABOVE PROPERTY OWNERS AS WELL AS TO THE CITY ENGINEER’S REPRESENTATIVE. S REPRESENTATIVE. 10. CONTRACTOR SHALL ONLY USE EQUIPMENT PROVIDED WITH A SPARK ARRESTOR DEVICE TO REDUCE A CONTRACTOR SHALL ONLY USE EQUIPMENT PROVIDED WITH A SPARK ARRESTOR DEVICE TO REDUCE A POTENTIAL FIRE HAZARD. 11. RIGHT OF MODIFICATION: RIGHT OF MODIFICATION: APPROVAL OF THIS PLAN DOES NOT RELEASE SUBDIVIDER OF THE RESPONSIBILITY FOR CORRECTION OF MISTAKES, ERRORS, OR OMISSION, CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION, PUBLIC INTEREST REQUIRES A MODIFICATION OF OR A DEPARTURE FROM THESE IMPROVEMENT PLANS OR THE CITY STANDARD DETAILS FOR CONSTRUCTION, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATIONS AND DEPARTURES AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE. 12. OFF-SITE WATER & DUST CONTROL: OFF-SITE WATER & DUST CONTROL: CONTRACTOR SHALL PROVIDE A WATER TRUCK ONSITE AT ALL TIMES. CONTRACTOR WILL BE ALLOWED TO DRAW WATER FROM THE CITY OF MORGAN HILL WATER DISTRIBUTION SYSTEM ONLY AFTER OBTAINING A HYDRANT METER FROM THE PUBLIC WORKS DEPARTMENT AND AN INSPECTION OF THE WATER TRUCK FOR A PROPER BACKFLOW DEVICE OR “AIR-GAP” FILLING PIPE. DEVELOPER HAS PAIDFOR “OFF-SITE” AIR-GAP” FILLING PIPE. DEVELOPER HAS PAIDFOR “OFF-SITE” FILLING PIPE. DEVELOPER HAS PAIDFOR “OFF-SITE” OFF-SITE” CONSTRUCTION WATER WHICH SHALL NOT BE USED FOR BUILDING CONSTRUCTION. CONTRACTOR SHALL KEEP DOWN DUST FROM CONSTRUCTION ACTIVITY TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL CLEAN ALL EXISTING STREETS, CURBS, GUTTERS, AND SIDEWALKS AFFECTED BY THE PROJECT AT THE END OF EACH WORKING DAY. 13. MATERIAL STORAGE: MATERIAL STORAGE: NO MATERIAL SHALL BE STORED NEAR THE EDGE OF PAVEMENT, TRAVELED WAY, SIDEWALK, DRIVEWAY, OR SHOULDER LINE WHICH MAY CREATE A HAZARD FOR VEHICULAR AND PEDESTRIAN TRAFFIC. 14. TRAFFIC CONTROL: TRAFFIC CONTROL: CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL TO THE PUBLIC WORKS DEPARTMENT A MINIMUM OF 5 DAYS PRIOR TO ANY WORK WITHIN AN EXISTING PUBLIC STREET.THE PLAN SHALL BE SIGNED BY A LICENSED TRAFFIC ENGINEER WHEN IT INVOLVES AN ARTERIAL STREET. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF CALTRANS “MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS”, WHILE WORKING WITHIN THE PUBLIC RIGHT-OFWAY. TWO TRAFFIC LANES (10’ , WHILE WORKING WITHIN THE PUBLIC RIGHT-OFWAY. TWO TRAFFIC LANES (10’ MIN.) SHALL BE OPEN TO VEHICULAR TRAFFIC DURING ALL HOURS, WEEKENDS, AND HOLIDAYS. ONE LANE ONE WAY TRAFFIC, MAY BE PERMITTED UNDER THE CONTROL OF NOT LESS THAN 2 (TWO) COMPETENT FLAGMEN DURING CONSTRUCTION OPERATIONS. STREET CLOSURES AND DETOURS SHALL ONLY TAKE PLACE UPON CITY ENGINEER APPROVAL AND POLICE DEPARTMENT COORDINATION. 15. TRENCH EXCAVATION: TRENCH EXCAVATION: CONTRACTOR SHALL EXERCISE DILIGENCE IN REVIEWING THE APPROVED SOILS REPORT AND OTHER AVAILABLE RESOURCES TO FAMILIARIZE HIMSELF/HERSELF WITH THE SOIL CONDITIONS TO BE ENCOUNTERED IN THE COURSE OF WORK IDENTIFIED IN THESE PLANS. CONTRACTOR SHALL NOT CAUSE DAMAGE TO ADJACENT TREES OR EXISTING STRUCTURES ABOVE OR BELOW GRADE DURING TRENCH EXCAVATION. ALL ROCKS, BOULDERS, AND LARGE STONES ENCOUNTERED SHALL BE REMOVED TO PROVIDE A CLEARANCE OF 6 INCHES AROUND THE PIPE. THE TRENCH BOTTOM SHALL BE REFILLED TO GRADE WITH SAND, PEA GRAVEL, OR OTHER APPROVED GRANULAR MATERIAL. CLEAN 1/4" OR " PEA 12" PEA GRAVEL SHALL BE USED IN AREAS OF MOIST CONDITION, OR WHERE THE SOIL HAS A HISTORY OFSUB-SURFACE WATER. IF THE BOTTOM OF THE TRENCH IS FOUND TO CONSIST OF WET OR UNSTABLE MATERIAL INCAPABLE OF PROPERLY SUPPORTING THE PIPE, THE MATERIAL SHALL BE REMOVED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE UNSTABLE LAYER FOR THE FULL WIDTH OF THE TRENCHAND REPLACED WITH APPROVED GRANULAR MATERIAL. TRENCH EXCAVATION MATERIAL DEPOSITED ADJACENT TO THE TRENCH SHALL BE PLACED AND LOCATED TO PREVENT SPILLAGE INTO THE OPEN TRENCH. 16. TRENCH SAFETY: TRENCH SAFETY: IT SHALL BE CONTRACTOR’S RESPONSIBILITY TO PROVIDE ALL NECESSARY TRENCH SAFETY MEASURES S RESPONSIBILITY TO PROVIDE ALL NECESSARY TRENCH SAFETY MEASURES FOR EXCAVATIONS. ALL TRENCH SAFETY MEASURES SHALL BE IN ACCORDANCE WITH THE LATEST CALOSHA GUIDELINES. CONTRACTOR SHALL PROVIDE EVIDENCE OF A CAL-OSHA TRENCHING PERMIT AT THE PRE-CONSTRUCTION MEETING. 17. EXCAVATIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED, COMPACTED, AND EXCAVATIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED, COMPACTED, AND TEMPORARILY PAVED WITH COLD MIX “CUT BACK” TYPE A.C. TO ALLOW FOR VEHICULAR AND PEDESTRIAN CUT BACK” TYPE A.C. TO ALLOW FOR VEHICULAR AND PEDESTRIAN TYPE A.C. TO ALLOW FOR VEHICULAR AND PEDESTRIAN TRAFFIC PRIOR TO 4:00 P.M. THE USE OF TRENCH PLATES IS ALLOWED, PROVIDED THE CONTRACTOR COVERS ALL EDGES OF THE PLATES WITH COLD MIX MATERIAL. IT SHALL BE THE CONTRACTOR’S S RESPONSIBILITY TO MAINTAIN ON A DAILY BASIS, INCLUDING WEEKENDS, THE AMOUNT OF MATERIAL NECESSARY TO MAINTAIN THE TRENCH SURFACE FLUSH WITH THE EXISTING STREET OR SIDEWALK. IN ADDITION, THE CONTRACTOR SHALL RESPOND TO AND CORRECT SHIFTING TRENCH PLATES REGARDLESS OF THE TIME OF DAY. IF CONTRACTOR FAILS TO CORRECT SINKING BACKFILL MATERIAL OR SHIFTING TRENCH PLATES IN A TIMELY MANNER, CITY SHALL RESERVE THE RIGHT TO CORRECT THE PROBLEM AND BACK CHARGE THE CONTRACTOR. 18. JOINING EXISTING PAVEMENT: JOINING EXISTING PAVEMENT: EXISTING PAVEMENT WHICH IS TO BE JOINED BY NEW PAVEMENT SHALL BE SAW CUT VERTICAL TO PROVIDE STRAIGHT, TRUE AND NEAT JOINTS. OVERLAPPING OF EXISTING PAVEMENT WITHOUT SAW CUTTING OR GRINDING SHALL NOT BE PERMITTED. THE VERTICAL EDGES SHALL BE TACKED PRIOR TO PAVING. TERMINALS OF ALL SURFACING INDICATED ON THE PLANS SHALL JOIN ANY EXISTING SURFACE IN A SMOOTH BUTT JOINT. CONFORM PAVING BY METHOD OF ABRASIVE GRINDING WILL BE ALLOWED UPON APPROVAL OF THE CITY ENGINEER. 19. SANITARY SEWERS: SANITARY SEWERS: ALL MANHOLES, SEWER MAINS, AND LATERALS MUST PASS A LEAKAGE TEST AS DESCRIBED IN THE CITY OF MORGAN HILL STANDARD DETAILS FOR CONSTRUCTION. AFTER ALL BACKFILL, TESTING, AND PAVEMENT RESTORATION HAS BEE COMPLETED, THE CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER LINES 24 INCHES OR LESS IN DIAMETER BY THE “WAYNE BALL METHOD”. AFTER THE LEAKAGE TEST, WAYNE BALL METHOD”. AFTER THE LEAKAGE TEST, . AFTER THE LEAKAGE TEST, BUT PRIOR TO PAVING, A TELEVISION INSPECTION SHALL BE PERFORMED AT ALL LOCATIONS OF NEWLY INSTALLED SEWER MAINS AT CONTRACTOR’S EXPENSE. THE UNDERGROUND CONTRACTOR MUST KEEP AN S EXPENSE. THE UNDERGROUND CONTRACTOR MUST KEEP AN ACCURATE RECORD OF MANHOLES AND THE DISTANCE BETWEEN THEM AND EACH WYE BRANCH LATERAL, AND THEIR DIRECTION.

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20. BEFORE ANY UPSTREAM SEWERS ARE CONSTRUCTED, THE CONTRACTOR SHALL VERIFY THE ELEVATION BEFORE ANY UPSTREAM SEWERS ARE CONSTRUCTED, THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF EXISTING SEWER LINES TO BE CONNECTED. 21. THE END OF EACH NEW LATERAL SHALL BE MARKED AS SHOWN IN DETAIL S-2. THE CONCRETE THE END OF EACH NEW LATERAL SHALL BE MARKED AS SHOWN IN DETAIL S-2. THE CONCRETE CONTRACTOR SHALL STAMP AN “S” ON THE FACE OF CURB DIRECTLY ABOVE THE LATERAL. S” ON THE FACE OF CURB DIRECTLY ABOVE THE LATERAL. ON THE FACE OF CURB DIRECTLY ABOVE THE LATERAL. 22. WATER LINES: WATER LINES: CONTRACTOR SHALL NOT TURN OFF OR ON ANY VALVES BELONGING TO THE CITY’S WATER SYSTEM. S WATER SYSTEM. ONLY DEPARTMENT OF PUBLIC WORKS PERSONNEL SHALL OPEN THE NECESSARY VALVES TO CONNECT NEW LINES. FAILURE TO FOLLOW THIS REQUIREMENT SHALL BE CONSIDERED AN “UNLAWFUL CONNECTION” UNLAWFUL CONNECTION” AND MAY RESULT IN ISSUING OF A CITATION AND FINES AS SPECIFIED IN SECTION 13.04 OF THE MORGAN HILL MUNICIPAL CODE. 23. CONNECTIONS REQUIRING SHUT DOWN OF THE SYSTEM SHALL BE DONE BETWEEN THE HOURS OF 12:00 CONNECTIONS REQUIRING SHUT DOWN OF THE SYSTEM SHALL BE DONE BETWEEN THE HOURS OF 12:00 MIDNIGHT AND 6:00 AM, AND ONLY UPON COORDINATION WITH THE DEPARTMENT OF PUBLIC WORKS. 24. ALL WATER LINES SHALL BE TESTED AFTER COMPLETION OF THE TRENCH BACKFILL AND COMPACTION ALL WATER LINES SHALL BE TESTED AFTER COMPLETION OF THE TRENCH BACKFILL AND COMPACTION OF THE FINAL BASE MATERIAL, BUT PRIOR TO PLACEMENT OF THE FINAL ROADWAY SURFACE. 25. CONTRACTOR SHALL PLACE MARKER POSTS ADJACENT TO ALL AIR RELIEF VALVES AND BLOW OFF CONTRACTOR SHALL PLACE MARKER POSTS ADJACENT TO ALL AIR RELIEF VALVES AND BLOW OFF ASSEMBLIES ALONG WATER MAINS LOCATED IN UNIMPROVED AREAS OR FIELDS. THE POSTS SHALL BE PRESSURE TREATED REDWOOD 4”X4”X6’, PANTED WHITE, BURIED 2’-6”, AND INSCRIBED WITH “W/A.V.” X4”X6’, PANTED WHITE, BURIED 2’-6”, AND INSCRIBED WITH “W/A.V.” X6’, PANTED WHITE, BURIED 2’-6”, AND INSCRIBED WITH “W/A.V.” , PANTED WHITE, BURIED 2’-6”, AND INSCRIBED WITH “W/A.V.” -6”, AND INSCRIBED WITH “W/A.V.” , AND INSCRIBED WITH “W/A.V.” W/A.V.” (FOR AIR RELIEF VALVES) OR “B.O.” (FOR BLOW OFF ASSEMBLIES), IN 3 INCH HIGH CARVED LETTERS B.O.” (FOR BLOW OFF ASSEMBLIES), IN 3 INCH HIGH CARVED LETTERS (FOR BLOW OFF ASSEMBLIES), IN 3 INCH HIGH CARVED LETTERS PAINTED BLUE. 26. THE CONCRETE CONTRACTOR SHALL STAMP A LETTER “W” ON THE FACE OF CURB DIRECTLY ABOVE THE THE CONCRETE CONTRACTOR SHALL STAMP A LETTER “W” ON THE FACE OF CURB DIRECTLY ABOVE THE W” ON THE FACE OF CURB DIRECTLY ABOVE THE ON THE FACE OF CURB DIRECTLY ABOVE THE WATER SERVICE. 27. BACKFILL & COMPACTION: BACKFILL & COMPACTION: BACKFILL MATERIAL SHALL BE HAND PLACED AND COMPACTED UP TO AT LEAST 6” ABOVE THE ABOVE THE PIPE.WHEN USING NATIVE SOIL AS TRENCH BACKFILL, THE MINIMUM SAND COVER SHALL BE 12”. . 28. JETTING AND/OR FLOODING OF TRENCH BACKFILL MATERIAL WILL BE PERMITTED ONLY IF APPROVED BY JETTING AND/OR FLOODING OF TRENCH BACKFILL MATERIAL WILL BE PERMITTED ONLY IF APPROVED BY THE SOILS ENGINEER AND CITY ENGINEER. 29. ANY EXCESS EXCAVATION MATERIAL MAY BE DEPOSITED ONSITE IN AREAS AND AT DEPTHS DESIGNATED ANY EXCESS EXCAVATION MATERIAL MAY BE DEPOSITED ONSITE IN AREAS AND AT DEPTHS DESIGNATED BY THE OWNER, AND WITH APPROVAL OF THE CITY ENGINEER. 30. THE MINIMUM RELATIVE COMPACTION FOR TRENCH BACKFILL, SUBGRADE AND BASE MATERIAL SHALL BE THE MINIMUM RELATIVE COMPACTION FOR TRENCH BACKFILL, SUBGRADE AND BASE MATERIAL SHALL BE 95% THROUGHOUT THE PROJECT UNLESS RECOMMENDED OTHERWISE IN THE SOILS REPORT AND APPROVED BY THE CITY ENGINEER. 31. IF TRENCH BACKFILL MATERIAL IS 100% SAND, THE CITY SHALL CONDUCT COMPACTION TESTS OF THE IF TRENCH BACKFILL MATERIAL IS 100% SAND, THE CITY SHALL CONDUCT COMPACTION TESTS OF THE LIFTS SPECIFIED. IF THE TRENCH BACKFILL MATERIAL IS NATIVE SOIL, CONTRACTOR SHALL PROVIDE COMPACTION TEST RESULTS OF THE LIFTS SPECIFIED IN THE SOILS REPORT TO THE CITY ENGINEER FROM A CERTIFIED TESTING LABORATORY AT CONTRACTOR’S EXPENSE. S EXPENSE. 32. ANY AGGREGATE BASE THAT BECOMES CONTAMINATED DURING CONSTRUCTION SHALL BE REMOVED AND ANY AGGREGATE BASE THAT BECOMES CONTAMINATED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH UNCONTAMINATED BASE. 33. EROSION AND SEDIMENT CONTROL: EROSION AND SEDIMENT CONTROL: AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE REQUIRED PRIOR TO ANY PHYSICAL DEVELOPMENT OF A PROPERTY. EROSION CONTROL SHALL BE PLANNED BETWEEN OCTOBER 15TH AND MAY 1ST, AND SEDIMENT CONTROL SHALL BE PLANNED YEAR ROUND FOR THE LIFE OF THE PROJECT. SAID PLANS SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) FOR STORMWATER BEST MANAGEMENT PRACTICES (BMPS). CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING THE REQUIRED CONTROL MEASURES. CASQA BMP INFORMATION CAN BE VIEWED AND DOWNLOADED AT HTTP://.CABMPHANDBOOKS.COM/CONSTRUCTION/ASP. 34. CURB INLET STENCILING: CURB INLET STENCILING: ALL CURB INLETS SHALL HAVE THERMOPLASTIC STENCILING: “NO DUMPING, FLOWS TO CREEK/RIVER”. NO DUMPING, FLOWS TO CREEK/RIVER”. . 35. ELETROLIERS: ELETROLIERS: : ALL ELECTROLIERS SHALL BE INSTALLED BY THE DEVELOPER (RATE SCHEDULE LS-2C, 120V, HIGH PRESSURE SODIUM, AT THE LOCATIONS SHOWN ON THESE PLANS). SEE ELECTRICAL SECTION OF THE STANDARD DETAILS.

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670 E. PARKRIDGE AVENUE, SUITE 101 CORONA, CA 92819

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951.734.6330

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All ideas, designs and layouts shown on ideas, designs and layouts shown on ideas, designs and layouts shown on designs and layouts shown on designs and layouts shown on and layouts shown on and layouts shown on layouts shown on layouts shown on shown on shown on on on these drawings, including all documents on drawings, including all documents on drawings, including all documents on including all documents on including all documents on all documents on all documents on documents on documents on on on electronic media are the property of ramcam media are the property of ramcam media are the property of ramcam are the property of ramcam are the property of ramcam the property of ramcam the property of ramcam property of ramcam property of ramcam of ramcam of ramcam ramcam ramcam group, and are intended to be used in and are intended to be used in and are intended to be used in are intended to be used in are intended to be used in intended to be used in intended to be used in to be used in to be used in be used in be used in used in used in in in connection with this specific project only and with this specific project only and with this specific project only and this specific project only and this specific project only and specific project only and specific project only and project only and project only and only and only and and and shall not otherwise be used for any purpose not otherwise be used for any purpose not otherwise be used for any purpose otherwise be used for any purpose otherwise be used for any purpose be used for any purpose be used for any purpose used for any purpose used for any purpose for any purpose for any purpose any purpose any purpose purpose purpose whatsoever without the written consent. and without the written consent. and without the written consent. and the written consent. and the written consent. and written consent. and written consent. and consent. and consent. and and and and may not be reproduced or used without the not be reproduced or used without the not be reproduced or used without the be reproduced or used without the be reproduced or used without the reproduced or used without the reproduced or used without the or used without the or used without the used without the used without the without the without the the the written permission of ramcam group. All rights reserved

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YOU DIG

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NOT VALID FOR CONSTRUCTION TILL APPROVED BY CITY AND SIGNED BY DESIGN ENGINEER

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WORLD OIL MARKETING COMPANY 9302 GARFIELD AVENUE SOUTH GATE, CA. 92028

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RAMCAM ENGINEERING GROUP, INC. 670 E. PARKRIDGE AVENUE, SUITE 101 CORONA, CA 92819 PHONE: (951) 734-6330

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A.P.N. 817-01-002

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CHRISTENSEN & PLOUFF LAND SURVEYING 101 CHURCH STREET, SUITE 29 LOS GATOS , CA 95030 PH: 408-755-9784 EMAIL: www.cplandsurveying.com

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16720 MONTERREY HWY MORGAN HILL, CA 90001

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SANTA CLARA VALLEY WATER DISTRICT BENCMHARK NO. 002. BM ELEVATION = 342.81FT. NAVD 1988.

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SCALE: 1'=40"

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THE ABOVE QUANTITIES DO NOT REFLECT ANY SHRINKAGE, SWELLING, SUBSIDENCE, OVER EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE FINAL EARTHWORK QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN EARTHWORK QUANTITIES FOR BINDING, CONTRACT, AND CONSTRUCTION PURPOSES. IF IT APPEARS THERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL. THE CONTRACTOR MAY NOTIFY THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE.

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CUT - FILL - FILL -

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THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND

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TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE

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FOLLOWING SOILS AND GEOLOGICAL REPORT FOR THIS PROJECT

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GEOTECHNICAL ENGINEER

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BY:

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DATE:

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FIRM NAME:

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ENTITLED:

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DATE:

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PARCEL A OF RECORD OF SURVEY. RECORDED IN BOOK 164 PAGE 25 OF SANTA CLARA COUNTY RECORDS

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CONSTRUCTION QUANTITIES SHOWN ON THESE PLANS ARE PROVIDED FOR THE CONTRACTOR'S REFERENCE ONLY. CONTRACTOR SHALL TAKE OFF THEIR OWN QUANTITIES FOR BIDDING PURPOSES. PAYMENT FOR ALL ITEMS WILL BE BASED UPON CONTRACTOR'S NUMBERS AND NOT THE QUANTITIES ON THESE PLANS.

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PROTECT IN PLACE. REMOVE AND DISPOSE OF EX. AC PAVING. 8,222 S.F. 8,222 S.F. REMOVE AND DISPOSE OF EX. P.C.C. PAVING . 5,852 S.F. . 5,852 S.F. 5,852 S.F. REMOVE AND DISPOSE OF EX. CURB. 172 L.F. 172 L.F. REMOVE AND DISPOSE OF EX. BOLLARD. 18 EA 18 EA REMOVE AND DISPOSE OF EX. WOOD FENCE. 140 L.F. 140 L.F. REMOVE AND DISPOSE OF EX. WOOD GATE. 1 EA 1 EA REMOVE AND DISPOSE OF EX. TREE. 1 EA 1 EA REMOVE AND DISPOSE OF EX. DRIVEWAY. 698 S.F. 698 S.F. REMOVE AND DISPOSE OF EX. LIGHT POST. 1 EA 1 EA REMOVE AND DISPOSE OF EX. PUMP. 4 EA 4 EA REMOVE AND DISPOSE OF EX. TANK. 15 EA 15 EA REMOVE AND DISPOSE OF EX. COLUMN AND FOOTINGS. 2 EA 2 EA REMOVE AND DISPOSE OF EX. UTILITY STORAGE. 1 EA 1 EA REMOVE AND DISPOSE OF EX. CONCRETE PLANTER. 6 EA 6 EA REMOVE AND DISPOSE OF EX. AIR AND WATER. 1 EA 1 EA REMOVE AND DISPOSE OF EX. RAMP. 1 EA 1 EA REMOVE AND DISPOSE OF EX. SIGN POLE. 1 EA 1 EA REMOVE AND DISPOSE OF EX. UTILITY VAULT. 1 EA 1 EA REMOVE AND DISPOSE OF EX. BUILDING/FOOTINGS, ETC. 1 L.S.1 L.S.

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CONSTRUCT X" AC PAVING OVER X" CLASS II AGGREGATE BASE (COMPACT SUBGRADE TO 90%). XXX S.F. XXX S.F. CONSTRUCT 6" CONCRETE CURB AND GUTTER "TYPE 1" PER CITY OF MORGAN HILL PUBLIC WORKS DEPARTMENT DWG. NO. A-3. XXX L.F. XXX L.F. CONSTRUCT 6" CONCRETE CURB. XXX L.F. XXX L.F. CONSTRUCT X" THICK CONCRETE WITH #4 BARS AT 16" ON CENTER, EACH WAY. XXX S.F. XXX S.F. CONSTRUCT X" P.C.C. PAVING OVER X" CLASS II AGGREGATE BASE OVER 12" COMPACTED SUBGRADE (90% MIN. COMPACTION) PER GEOTECHNICAL RECOMMENDATIONS. XXX S.F. XXX S.F. CONSTRUCT ACCESSIBLE RAMP. 1 EA 1 EA CONSTRUCT TRASH ENCLOSURE. 1 EA 1 EA PAINT ACCESSIBLE EMBLEM AND STRIPING. 1 L.S. 1 L.S. PAINT 4" WIDE WHITE TRAFFIC BEARING STRIPE (BLUE AT ACCESSIBILITY STALLS) (2 COATS MIN.) 1 L.S. 1 L.S. CONSTRUCT RETAINING CURB. XXX L.F. XXX L.F. CONSTRUCT 36" WIDE VALLEY GUTTER. XXX L.F. XXX L.F. CONSTRUCT BIORETENTION BASIN. XXXX S.F. XXXX S.F. CONSTRUCT ROCK RIPRAP. 1 L.S. 1 L.S. CONSTRUCT 12" WIDE "STEP-OFF" CONCRETE. XX S.F. XX S.F. INSTALL 18"x18" PRECAST CATCH BASIN (BROOKS #1818 OR APPROVED EQUAL). 1 EA 1 EA CONSTRUCT CURB OPENING (WIDTH VARIES = 1' MIN. TO 3' MAX.). XX L.F. XX L.F. PLUG ABANDONED DRIVEWAY PER CITY OF MORGAN HILL PUBLIC WORKS DEPARTMENT DWG. NO. A-7. 1 L.S. 1 L.S. CONSTRUCT INDUSTRIAL DRIVEWAY APPROACH PER CITY OF MORGAN HILL PUBLIC WORKS DEPARTMENT DWG. NO. A-10. XXX S.F.XXX S.F.

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RamCam


09.01.2020


(562) 928-0100


WOF052

DEMOLITION NOTES

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SCALE: 1" = 10'

0' 40'10' 30'N

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S24°29'00"E R/W 140.00'

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N64°31'00"E R/W 150.02'

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N24°29'00"W P/L 140.00'

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S64°31'00"W P/L 150.02

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EX. RETAINING WALL

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EX. CHAINLINK FENCE

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EX. UTILITIES

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EX. DRIVEWAY

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EX. CURB & GUTTER

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EX. ADA RAMP

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951.734.6330

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YOU DIG

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PROTECT IN PLACE. REMOVE AND DISPOSE OF EX. AC PAVING. 8,222 S.F. 8,222 S.F. REMOVE AND DISPOSE OF EX. P.C.C. PAVING . 5,852 S.F. . 5,852 S.F. 5,852 S.F. REMOVE AND DISPOSE OF EX. CURB. 172 L.F. 172 L.F. REMOVE AND DISPOSE OF EX. BOLLARD. 18 EA 18 EA REMOVE AND DISPOSE OF EX. WOOD FENCE. 140 L.F. 140 L.F. REMOVE AND DISPOSE OF EX. WOOD GATE. 1 EA 1 EA REMOVE AND DISPOSE OF EX. TREE. 1 EA 1 EA REMOVE AND DISPOSE OF EX. DRIVEWAY. 698 S.F. 698 S.F. REMOVE AND DISPOSE OF EX. LIGHT POST. 1 EA 1 EA REMOVE AND DISPOSE OF EX. PUMP. 4 EA 4 EA REMOVE AND DISPOSE OF EX. TANK. 15 EA 15 EA REMOVE AND DISPOSE OF EX. COLUMN AND FOOTINGS. 2 EA 2 EA REMOVE AND DISPOSE OF EX. UTILITY STORAGE. 1 EA 1 EA REMOVE AND DISPOSE OF EX. CONCRETE PLANTER. 6 EA 6 EA REMOVE AND DISPOSE OF EX. AIR AND WATER. 1 EA 1 EA REMOVE AND DISPOSE OF EX. RAMP. 1 EA 1 EA REMOVE AND DISPOSE OF EX. SIGN POLE. 1 EA 1 EA REMOVE AND DISPOSE OF EX. UTILITY VAULT. 1 EA 1 EA REMOVE AND DISPOSE OF EX. BUILDING/FOOTINGS, ETC. 1 L.S.1 L.S.

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AC PAVING REMOVAL

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CONCRETE REMOVAL


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RamCam


09.01.2020


(562) 928-0100


WOF052

CONSTRUCTION NOTES

C3.0

PREL

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A/W

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LOADING

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TRANS

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SWITCHGEAR

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TRASH

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6"RD

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"SD

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6"OF

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6"OF

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4"

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4"

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4"

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4"

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4"

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S24°29'00"E R/W 140.00'

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C/L

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C/L

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(337.78) FS

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2%

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5%

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1%

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5%

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3.68%

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1.8%

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(0.43%)

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(0.34%)

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(0.17%)

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2%

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9.04%

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7.4%

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7.3%

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2%

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8.6%

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(1.78%)

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(1.98%)

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(1.96%)

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(1.56%)

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(1.18%)

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(0.6%)

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(336.62) FS

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(1.16%)

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EXISTING CURB AND GUTTER (TO PROTECT)

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JOIN EX. CURB

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JOIN EX. CURB

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1.79%

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1.59%

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1.8%

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338.64 TC 338.14 FS

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338.64 TC 338.14 FS

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7.5%

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1.8%

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338.19 FS

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338.29 FS

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1 HOUR FIRE RATED WALL

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1' HIGH STEM WALL

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1' HIGH STEM WALL

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1.63%

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1.96%

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1.81%

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1.7%

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1.3%

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1.25%

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337.81 FL-HP

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0.5%

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0.5%

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337.70 FS

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1%

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337.48 FS

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339.09 TC 338.59 FS

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338.87 TC 338.37 FS

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338.43 FS

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338.31 FS

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338.21 FS

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RIDGE

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1.17%

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338.75 TC 338.25 FS

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338.9 FG/TC (337.89 EG)

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338.19 FS

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338.59 TC 338.09 FS

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338.63 TC 338.13 FS

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338.7 FG/TC (337.75 EG)

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(338.3±)EG

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(337.7±)EG

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(337.2±)EG

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(336.7±)EG

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(337.04) FS

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(336.94) FS

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(336.93) FS

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(336.87) FS

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1.23%

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338.27 TC 337.77 FS

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337.98 FS

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338.45 TC 337.95 FS

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1%

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337.41 FS

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1.42%

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336.95 FS

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1.47%

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0.5%

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2%

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1.73%

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1.64%

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0.62%

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337.40 FS

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YOU DIG

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( IN FEET )

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GRAPHIC SCALE

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CONSTRUCT X" AC PAVING OVER X" CLASS II AGGREGATE BASE (COMPACT SUBGRADE TO 90%). XXX S.F. XXX S.F. CONSTRUCT 6" CONCRETE CURB AND GUTTER "TYPE 1" PER CITY OF MORGAN HILL PUBLIC WORKS DEPARTMENT DWG. NO. A-3. XXX L.F. XXX L.F. CONSTRUCT 6" CONCRETE CURB. XXX L.F. XXX L.F. CONSTRUCT X" THICK CONCRETE WITH #4 BARS AT 16" ON CENTER, EACH WAY. XXX S.F. XXX S.F. CONSTRUCT X" P.C.C. PAVING OVER X" CLASS II AGGREGATE BASE OVER 12" COMPACTED SUBGRADE (90% MIN. COMPACTION) PER GEOTECHNICAL RECOMMENDATIONS. XXX S.F. XXX S.F. CONSTRUCT ACCESSIBLE RAMP. 1 EA 1 EA CONSTRUCT TRASH ENCLOSURE. 1 EA 1 EA PAINT ACCESSIBLE EMBLEM AND STRIPING. 1 L.S. 1 L.S. PAINT 4" WIDE WHITE TRAFFIC BEARING STRIPE (BLUE AT ACCESSIBILITY STALLS) (2 COATS MIN.) 1 L.S. 1 L.S. CONSTRUCT RETAINING CURB. XXX L.F. XXX L.F. CONSTRUCT 36" WIDE VALLEY GUTTER. XXX L.F. XXX L.F. CONSTRUCT BIORETENTION BASIN. XXXX S.F. XXXX S.F. CONSTRUCT ROCK RIPRAP. 1 L.S. 1 L.S. CONSTRUCT 12" WIDE "STEP-OFF" CONCRETE. XX S.F. XX S.F. INSTALL 18"x18" PRECAST CATCH BASIN (BROOKS #1818 OR APPROVED EQUAL). 1 EA 1 EA CONSTRUCT CURB OPENING (WIDTH VARIES = 1' MIN. TO 3' MAX.). XX L.F. XX L.F. PLUG ABANDONED DRIVEWAY PER CITY OF MORGAN HILL PUBLIC WORKS DEPARTMENT DWG. NO. A-7. 1 L.S. 1 L.S. CONSTRUCT INDUSTRIAL DRIVEWAY APPROACH PER CITY OF MORGAN HILL PUBLIC WORKS DEPARTMENT DWG. NO. A-10. XXX S.F.XXX S.F.

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FF:338.78BUILDING

AVE.SAN PEDRO

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WOF052

C4.0

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ON

S

C4.0-04 CROSS SECTION D-D

C4.0-03 CROSS SECTION C-C

C4.0-02 CROSS SECTION B-B

C4.0-01 CROSS SECTION A-A

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EX. CHAINLINK FENCE (TO PROTECT)

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EX. RETAINING WALL (TO PROTECT)

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P/L

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1' HIGH STEM WALL

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4

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1

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5

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1

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27'

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27'

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3'

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3'

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43'

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43'

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VARIES (19.58' @ SECTION)

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5'

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5'

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4.5'

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4.5'

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EX. CURB & GUTTER (TO PROTECT)

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EX. AC PAVING (TO PROTECT)

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3

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11

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11

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1%

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1.5%

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R/W

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1.8%

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2% MIN OR 4:1

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2

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10

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R/W

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4.5'

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4.5'

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5.4'

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5.4'

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10'

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10'

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11.24'

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11.24'

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FUEL

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FUEL

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2% MIN OR 4:1

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40'

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40'

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10.8'

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10.8'

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FUEL

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FUEL

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EG

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5

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0.5%

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3

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2% MIN OR 4:1

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EAST PL

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EX. CHAINLINK FENCE (TO PROTECT)

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EX. RETAINING WALL (TO PROTECT)

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P/L

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1' HIGH STEM WALL

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4

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1

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951.734.6330

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YOU DIG

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DAYS BEFORE

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TWO WORKING

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EXP. 12-31-20

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RCE 52001

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SCALE:1"=5'

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M O

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WOF052

C5.0

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N

SCALE: 1" = 10'

0' 40'10' 30'N

C5.0-01 BIORETENTION DETAILSECTION A-A

C5.0-02 BIORETENTION DETAILSECTION B-B

MONT

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ONSITE

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A/W

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LOADING

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TRANS

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SWITCHGEAR

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TRASH

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F

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T

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T

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T

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F

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F

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6"RD

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6"RD

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"PF

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6"SD

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6"SD

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6"OF

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6"OF

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6"OF

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4"

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4"

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4"

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4"

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4"

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4"

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C/L

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C/L

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4" RD FROMCANOPY ROOF

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4" RD FROMCANOPY ROOF

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6" RD TOUNDERGROUND SYSTEM

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6" PERFORATEDPIPE BENEATH INFILTRATION TO OVERFLOW PIPE

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6" OVERFLOW PIPE TOTHE BACK OF EXT'G STREET CURB INLET

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6" STORMDRAIN PIPE TO UNDERGROUND SYSTEM

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6" STORMDRAIN PIPE TO OVERFLOW PIPE

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THE STORM CAPTURE SYSTEM BY OLDCASTLE PRECAST (12) 7WX16LX6D

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EXT'G STREET CURB INLET

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6" RD TOUNDERGROUND SYSTEM

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BUILDING ROOF DRAIN TO LID BIORETNTION

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CDS2015-4 STORMWATER TRASH & SEDIMENT REMOVAL

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THE STORM CAPTURE SYSTEM BY OLDCASTLE PRECAST (12) 7WX16LX6D

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951.734.6330

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YOU DIG

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DAYS BEFORE

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TWO WORKING

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SCALE:NTS

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6" PERFORATED PIPE W/S=0.5% MIN TO THE BACK TO THE BACK OF EXT'G STREET CURB INLET

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NATIVE SOILS

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GRAVEL STORAGE DEPTH = 24" DESIGNED AT 35% POROSITY

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IMPERMEABLE BARRIER ON VERTICAL SIDES ONLY

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CURB & GUTTER

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12" WIDE CURB OPENING

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GROUTED RIP-RAP

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PARKING LOT PAVING

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SOIL FINISH WITH LANDSCAPE

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EXISTING CMU FENCE WALL AT EAST PROPERTY LINE

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SOIL MIX DEPTH = 24" AT FIELD CAPACITY OF 0.105

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2% MIN OR 4:1

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EXT'G FOOTING

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EAST PL

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OVERFLOW/INSPECTION PORT AT 40' INTERVALS

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SCALE:NTS

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6" PERFORATED PIPE W/S=0.5% MIN TO THE BACK TO THE BACK OF EXT'G STREET CURB INLET

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NATIVE SOILS

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GRAVEL STORAGE DEPTH = 24" DESIGNED AT 35% POROSITY

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IMPERMEABLE BARRIER ON VERTICAL SIDES ONLY

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CURB & GUTTER

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12" WIDE CURB OPENING

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GROUTED RIP-RAP

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PARKING LOT PAVING

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SOIL FINISH WITH LANDSCAPE

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SOIL MIX DEPTH = 24" AT FIELD CAPACITY OF 0.105

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4:1

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OVERFLOW/INSPECTION PORT AT 40' INTERVALS

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PUBLIC SIDEWALK

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PUBLIC PARKWAY LANDSCAPED

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MAX 2%

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STREET CURB & GUTTER

preliminary grading plan

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