_2-Lab-Civil.pdf

PDF 23 MB Posted Jan 30, 2019

Attached to: U. S Department of Agriculture (USDA), Agricultural Research Service (ARS) Design-Bid-Build Services, Modernization of the Agricultural Research Technology Center (ARTC) in Salinas, California
Solicitation number: 1232SA19B0001
Issued by: Department of Agriculture Agricultural Research Service Central Program Planning Coordination and Support

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Drawings Vol 1 Part 2 - Civil

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ARTC_Salinas_CA_Cancellation_Notice.pdf	PDF	Mar 22, 2019
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_4-Lab-Structural.pdf	PDF	Jan 30, 2019
ARTC_Salinas_DBB_Solicitation.pdf	PDF	Jan 30, 2019

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U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

FACILITIES DIVISION, BELTSVILLE, MARYLAND

GENERAL NOTES

C1.0

Plotted By: GARY Plot Date: 10/1/2018 10:56:47 PM Saved By: GARY File: C1-0 COVER Save Date: 10/01/2018 10:55 PM

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UNDERGROUND SERVICE ALERT

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BEFORE YOU DIG

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CALL TWO WORKING DAYS

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NEVADA AND HAWAII

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IN CALIFORNIA,

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CENTERLINE

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BOUNDARY LINE

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SPOT ELEVATION

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GAS LINE

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EASEMENT LINE - AS NOTED

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RIGHT OF WAY LINE

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FENCE LINE

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DIRECTION OF FLOW

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LIMITS OF BUILDING

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PG&E ELECTRIC MANHOLE

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CONCRETE

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CONC

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AREA DRAIN

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WATER VALVE

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WATER METER

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BLDG

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BUILDING

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CHAIN LINK FENCE

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PAVEMENT

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CWD

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COTTONWOOD TREE

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ASPHALT CONCRETE

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SANITARY SEWER MANHOLE

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STORM DRAIN CATCH BASIN

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GRAVEL

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CURB INLET

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STANDARD

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GAS VALVE

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TOP OF GRATE

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BUILDING CORNER

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STORM DRAIN MANHOLE

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SANITARY SEWER CLEAN OUT

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BACK OF WALK

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MONUMENT

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TELEPHONE PULL BOX

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STREET LIGHT

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STREET LIGHT PULL BOX

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ELECTRIC PULL BOX

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WATER METER BOX

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SANITARY SEWER CLEANOUT

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STORM DRAIN INLET

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FIRE HYDRANT

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PG&E ELECTRICAL VAULT

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UNDERGROUND CHECK VALVE

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GAS VALVE

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TELEPHONE MANHOLE

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WATER VALVE

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WATER MAIN

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SANITARY SEWER MAIN

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%%UABBREVIATIONS:

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BLDC

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STD

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SSMH

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SDMH

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OVERHEAD POWER LINE

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FND

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FOUND

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MONUMENT

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MON

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FLOW LINE

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SLOPE

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SANITARY SEWER

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PROPERTY LINE

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BLDG COR

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CENTER LINE

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NOT TO SCALE

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AGGREGATE BASE

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%%UUNAUTHORIZED CHANGES AND USES

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WRITING AND MUST BE APPROVED BY THE PREPARER OF THE PLANS.

AutoCAD SHX Text UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN

AutoCAD SHX Text CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, AutoCAD SHX Text

ELEVATION

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ELEV

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LANDSCAPE

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MAX

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MAXIMUM

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MINIMUM

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MIN

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STORM DRAIN

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SIDEWALK

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TOP OF BANK

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EX, EXIST.

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EXISTING

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END OF RETURN

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GRADE BREAK

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HIGH POINT

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LOW POINT

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TOP OF CURB

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%%ULEGEND:

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EXISTING

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PROPOSED

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JOINT TRENCH

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PROPERTY LINE

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SANITARY SEWER MANHOLE

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FIRE WATER

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DOMESTIC WATER

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DRIVEWAY

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LANDSCAPE EASEMENT

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LSE

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TC 350.00

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NOT IN CONTRACT

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AIR RELIEF VALVE

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ARV

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BLOW OFF VALVE

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BOTTOM OF BANK

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PUBLIC SERVICE EASEMENT

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PSE

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TYP.

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TYPICAL

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UNLESS OTHERWISE NOTED

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UNDERGROUND UTILITY JOINT TRENCH

AutoCAD SHX Text THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES ARE BASED ON AS-BUILT INFORMATION AS SHOWN ARE APPROXIMATE. THE CONTRACTOR IS REQUIRED TO ACCURATELY LOCATE THE EXISTING UTILITIES PRIOR TO DIGGING AND HIRE A LOCATOR CONTRACTOR TO ELECTRONICALLY LOCATE AND MARK THE EXISTING UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THIS SURVEY.

AutoCAD SHX Text %%uUNDERGROUND UTILITY NOTE

AutoCAD SHX Text be limited to normal working hours and construction contractor further agrees to defend, AutoCAD SHX Text indemnify and hold design professional harmless from any and all liability, real or alleged in

AutoCAD SHX Text connection with the performance of work on this project, excepting liability arising from sole

AutoCAD SHX Text negligence of design professional.

AutoCAD SHX Text Construction contractor agrees that in accordance with generally accepted construction

AutoCAD SHX Text practices, construction contractor will be required to assume sole and complete responsibility

AutoCAD SHX Text for job site conditions during the course of construction of the project, including safety of

AutoCAD SHX Text all persons and property; that this requirement shall be made to apply continuously and not

AutoCAD SHX Text %%uBOUNDARY AND TOPOGRAPHY NOTE

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AutoCAD SHX Text %%uBENCHMARK

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LAB DRAINAGE

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FIRE DEPARTMENT CONNECTION

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POST INDICATOR VALVE

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PIV

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SAWCUT LINE

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LAB DRAINAGE MAIN

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AutoCAD SHX Text BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY SANDIS CIVIL ENGINEERS SURVEYORS PLANNERS, 605 CASTRO STREET, MOUNTAIN VIEW, CALIFORNIA, DATED OCTOBER, 2005. UNDER THE SUPERVISION OF LAURA CABRAL, PLS 7756

AutoCAD SHX Text THE BASIS OF ELEVATIONS FOR THIS SURVEY IS CITY OF SALINAS BENCHMARK LOCATED AT THE TOP OF CURB NEAR THE CATCH BASIN AT THE NORTH WEST CORNER OF THE INTERSECTION OF ALISAL STREET AND TAMPA STREET. (ELEVATION 81.27 FT=24.771 METERS) THE PLANS HAVE BEEN CONVERTED TO IMPERIAL FROM METRIC UNITS IN THIS LAST EDITION. CONTRACTOR SHALL HEED REVISION OMISSIONS AND NOTIFY ENGINEER.

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VERTICAL CURB

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FLUSH CURB

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SDCO

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FIRE HYDRANT PAVEMENT MARKER

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BACK FLOW PREVENTOR

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BFP

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LANDSCAPE AREA DRAIN

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LSAD

AutoCAD SHX Text %%U1636 East Alisal St, Salinas, CA 93905

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VICINITY MAP

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PROJECT INFORMATION

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ABBREVIATIONS, SYMBOLS & MATERIAL INDICATIONS

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INDEX OF DRAWINGS

AutoCAD SHX Text GENERAL NOTES 1. ALL EXISTING ELEVATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL EXISTING ELEVATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL NOT DESTROY EXISTING PERMANENT SURVEY MONUMENTS. CONTRACTOR SHALL NOT DESTROY EXISTING PERMANENT SURVEY MONUMENTS. 3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF SALINAS STANDARD DETAILS FOR CONSTRUCTION WHICH ARE HEREBY MADE A ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF SALINAS 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. 4. THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO COMMENCING ANY CONSTRUCTION. AN THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER 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. 5. A GRADING PERMIT SHALL BE OBTAINED FROM THE CITY OF SALINAS BUILDING DIVISION PRIOR TO ANY GRADING OF BUILDING PADS. APPLICANT FOR A GRADING PERMIT SHALL BE OBTAINED FROM THE CITY OF SALINAS 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. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK PHASE. AT THAT TIME, AN 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 PROPER SCHEDULING OF AN INSPECTION WITH THE CITY ENGINEER'S REPRESENTATIVE. 7. CONTRACTOR SHALL PRESERVE ALL SURROUNDING PROPERTY BY CONFINING OPERATIONS TO WITHIN THE "LIMITS OF WORK." CONTRACTOR SHALL BE 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 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. 8. CONTRACTOR SHALL ONLY USE EQUIPMENT PROVIDED WITH A SPARK ARRESTOR DEVICE TO REDUCE A POTENTIAL FIRE HAZARD. CONTRACTOR SHALL ONLY USE EQUIPMENT PROVIDED WITH A SPARK ARRESTOR DEVICE TO REDUCE A POTENTIAL FIRE HAZARD. 9. OFF-SITE WATER & DUST CONTROL: CONTRACTOR SHALL PROVIDE A WATER TRUCK ONSITE AT ALL TIMES. CONTRACTOR WILL BE ALLOWED TO DRAW OFF-SITE WATER & DUST CONTROL: CONTRACTOR SHALL PROVIDE A WATER TRUCK ONSITE AT ALL TIMES. CONTRACTOR WILL BE ALLOWED TO DRAW CONTRACTOR SHALL PROVIDE A WATER TRUCK ONSITE AT ALL TIMES. CONTRACTOR WILL BE ALLOWED TO DRAW WATER FROM THE CITY OF SALINAS 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. CONTRACTOR HAS PAID FOR "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. 10. MATERIAL STORAGE: NO MATERIAL SHALL BE STORED NEAR THE EDGE OF THE PAVEMENT, TRAVELED WAY, SIDEWALK, DRIVEWAY, OR SHOULDER LINE MATERIAL STORAGE: NO MATERIAL SHALL BE STORED NEAR THE EDGE OF THE PAVEMENT, TRAVELED WAY, SIDEWALK, DRIVEWAY, OR SHOULDER LINE NO MATERIAL SHALL BE STORED NEAR THE EDGE OF THE PAVEMENT, TRAVELED WAY, SIDEWALK, DRIVEWAY, OR SHOULDER LINE WHICH MAY CREATE A HAZARD FOR VEHICULAR AND PEDESTRIAN TRAFFIC. 11. TRAFFIC CONTROL: CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL TO THE PUBLIC WORKS DEPARTMENT A MINIMUM OF 5 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 OF WORK UPON HIGHWAYS", WHILE WORKING WITHIN THE PUBLIC RIGHT-OF-WAY. TWO TRAFFIC LANES (3M, 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 FLAG MEN DURING CONSTRUCTION OPERATIONS. STREET CLOSURES AND DETOURS SHALL ONLY TAKE PLACE UPON CITY ENGINEER APPROVAL AND POLICE DEPARTMENT COORDINATION. 12. TRENCH EXCAVATION: CONTRACTOR SHALL EXERCISE DILIGENCE IN REVIEWING THE APPROVED SOILS REPORT AND OTHER AVAILABLE RESOURCES TO TRENCH EXCAVATION: CONTRACTOR SHALL EXERCISE DILIGENCE IN REVIEWING THE APPROVED SOILS REPORT AND OTHER AVAILABLE RESOURCES TO 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 THE TRENCH EXCAVATION. LL 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 1/2" (6mm OR 13mm) PEA GRAVEL SHALL BE USED IN AREAS OF MOIST CONDITION, OR WHERE THE SOIL HAS A HISTORY OF SUB-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 (30cm) BELOW THE UNSTABLE LAYER FOR THE FULL WIDTH OF THE TRENCH AND 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. 13. TRENCH SAFETY: IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY TRENCH SAFETY MEASURES FOR EXCAVATIONS. ALL TRENCH TRENCH SAFETY: IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY TRENCH SAFETY MEASURES FOR EXCAVATIONS. ALL TRENCH IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY TRENCH SAFETY MEASURES FOR EXCAVATIONS. ALL TRENCH SAFETY MEASURES SHALL BE IN ACCORDANCE WITH THE LATEST CAL-OSHA GUIDELINES. CONTRACTOR SHALL PROVIDE EVIDENCE OF A CAL-OSHA TRENCHING PERMIT AT THE PRECONSTRUCTION MEETING. 14. EXCAVATIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED, COMPACTED, AND TEMPORARILY PAVED WITH COLD MIX "CUT BACK" TYPE A.C. 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 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 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. 15. JOINING EXISTING PAVEMENT: EXISTING PAVEMENT WHICH IS TO BE JOINED BY NEW PAVEMENT SHALL BE SAW CUT VERTICAL TO PROVIDE STRAIGHT, JOINING EXISTING PAVEMENT: EXISTING PAVEMENT WHICH IS TO BE JOINED BY NEW PAVEMENT SHALL BE SAW CUT VERTICAL TO PROVIDE STRAIGHT, 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. 16. SANITARY SEWERS: ALL MANHOLES, SEWER MAINS, AND LATERALS MUST PASS A LEAKAGE TEST AS DESCRIBED IN THE CITY OF SALINAS STANDARD SANITARY SEWERS: ALL MANHOLES, SEWER MAINS, AND LATERALS MUST PASS A LEAKAGE TEST AS DESCRIBED IN THE CITY OF SALINAS STANDARD ALL MANHOLES, SEWER MAINS, AND LATERALS MUST PASS A LEAKAGE TEST AS DESCRIBED IN THE CITY OF SALINAS STANDARD DETAILS FOR CONSTRUCTION. AFTER ALL BACKFILL, TESTING, AND PAVEMENT RESTORATION HAS BEEN COMPLETED, THE CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER LINES 24 INCHES (600mm) OR LESS IN DIAMETER BY THE "WAYNE BALL METHOD". 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 ACCURATE RECORD OF MANHOLES AND THE DISTANCE BETWEEN THEM AND EACH WYE BRANCH LATERAL, AND THEIR DIRECTION. 17. BEFORE ANY UPSTREAM SEWERS ARE CONSTRUCTED, THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF EXISTING SEWER LINES TO BE BEFORE ANY UPSTREAM SEWERS ARE CONSTRUCTED, THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF EXISTING SEWER LINES TO BE CONNECTED. 18. THE END OF EACH NEW LATERAL SHALL BE MARKED AS SHOWN, SEE STRUCTURAL DRAWINGS FOR DETAILS THE CONCRETE CONTRACTOR SHALL STAMP THE END OF EACH NEW LATERAL SHALL BE MARKED AS SHOWN, SEE STRUCTURAL DRAWINGS FOR DETAILS THE CONCRETE CONTRACTOR SHALL STAMP AN "S" ON THE FACE OF CURB DIRECTLY ABOVE THE LATERAL. 19. WATER LINES: CONTRACTOR SHALL NOT TURN OFF OR ON ANY VALVES BELONGING TO THE CITY'S WATER SYSTEM. ONLY DEPARTMENT OF PUBLIC WATER LINES: CONTRACTOR SHALL NOT TURN OFF OR ON ANY VALVES BELONGING TO THE CITY'S WATER SYSTEM. ONLY DEPARTMENT OF PUBLIC CONTRACTOR SHALL NOT TURN OFF OR ON ANY VALVES BELONGING TO THE CITY'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" AND MAY RESULT IN ISSUING OF A CITATION AND FINES. 20. CONNECTIONS REQUIRING SHUT DOWN OF THE SYSTEM SHALL BE DONE BETWEEN THE HOURS OF 12:00 MIDNIGHT AND 6:00 AM, AND ONLY UPON 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. 21. ALL WATER LINES SHALL BE TESTED AFTER COMPLETION OF THE TRENCH BACKFILL AND COMPACTION OF THE FINAL BASE MATERIAL, BUT PRIOR TO 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. 22. BLOW-OFFS SHALL BE CONSTRUCTED AT THE END OF ALL DEAD-END RUNS PER CITY OF SALINAS STANDARD DRAWING NO. W-15. BLOW-OFFS SHALL BE CONSTRUCTED AT THE END OF ALL DEAD-END RUNS PER CITY OF SALINAS STANDARD DRAWING NO. W-15. 23. AIR RELIEF VALVES SHALL BE INSTALLED AT HIGH POINTS PER CITY OF SALINAS STANDARD DRAWING NO. W-2. AIR RELIEF VALVES SHALL BE INSTALLED AT HIGH POINTS PER CITY OF SALINAS STANDARD DRAWING NO. W-2. 24. CONTRACTOR SHALL PLACE MARKER POSTS ADJACENT TO ALL AIR RELIEF VALVES AND BLOW OFF ASSEMBLIES ALONG WATER MAINS LOCATED IN 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' (4"X4". L=1.83m), PAINTED WHITE, BURIED 2'-6" (76cm), AND INSCRIBED WITH "W/A.V." (FOR AIR RELIEF VALVES) OR "B.O." (FOR BLOW OFF ASSEMBLIES), IN 3 INCH (8cm) HIGH CARVED LETTERS PAINTED BLUE. 25. THE CONCRETE CONTRACTOR SHALL STAMP A LETTER "W" ON THE FACE OF THE CURB DIRECTLY ABOVE THE WATER SERVICE. THE CONCRETE CONTRACTOR SHALL STAMP A LETTER "W" ON THE FACE OF THE CURB DIRECTLY ABOVE THE WATER SERVICE. 26. BACKFILL & COMPACTION: BACKFILL MATERIAL SHALL BE HAND PLACED AND COMPACTED UP TO AT LEAST 6" (15cm) ABOVE THE PIPE. WHEN BACKFILL & COMPACTION: BACKFILL MATERIAL SHALL BE HAND PLACED AND COMPACTED UP TO AT LEAST 6" (15cm) ABOVE THE PIPE. WHEN BACKFILL MATERIAL SHALL BE HAND PLACED AND COMPACTED UP TO AT LEAST 6" (15cm) ABOVE THE PIPE. WHEN USING NATIVE SOIL AS TRENCH BACKFILL, THE MINIMUM SAND COVER SHALL BE 12" (30cm). 27. THE MINIMUM RELATIVE COMPACTION FOR TRENCH BACKFILL, SUBGRADE AND BASE MATERIAL SHALL % THROUGHOUT THE PROJECT UNLESS THE MINIMUM RELATIVE COMPACTION FOR TRENCH BACKFILL, SUBGRADE AND BASE MATERIAL SHALL % THROUGHOUT THE PROJECT UNLESS RECOMMENDED OTHERWISE IN THE SOILS REPORT AND BE 95 APPROVED BY THE CITY ENGINEER. 28. IF TRENCH BACKFILL MATERIAL IS 100% SAND, THE CITY SHALL CONDUCT COMPACTION TESTS OF THE LIFTS SPECIFIED. IF THE TRENCH BACKFILL 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. 29. ANY AGGREGATE BASE THAT BECOMES CONTAMINATED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH UNCONTAMINATED BASE. ANY AGGREGATE BASE THAT BECOMES CONTAMINATED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH UNCONTAMINATED BASE. 30. EROSION CONTROL: PRIOR TO ANY PHYSICAL DEVELOPMENT OF A PROPERTY, AN EROSION CONTROL PLAN MUST BE SUBMITTED, REVIEWED, APPROVED EROSION CONTROL: PRIOR TO ANY PHYSICAL DEVELOPMENT OF A PROPERTY, AN EROSION CONTROL PLAN MUST BE SUBMITTED, REVIEWED, APPROVED ROSION CONTROL: PRIOR TO ANY PHYSICAL DEVELOPMENT OF A PROPERTY, AN EROSION CONTROL PLAN MUST BE SUBMITTED, REVIEWED, APPROVED : PRIOR TO ANY PHYSICAL DEVELOPMENT OF A PROPERTY, AN EROSION CONTROL PLAN MUST BE SUBMITTED, REVIEWED, APPROVED AND IMPLEMENTED PRIOR TO OCTOBER 15. SAID PLAN SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, CENTRAL COAST REGION. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING THE REQUIRED EROSION CONTROL MEASURES DURING THE ABOVE TIME PERIOD. 31. ELECTROLIERS: ALL ELECTROLIERS SHALL BE INSTALLED BY THE DEVELOPER (RATE SCHEDULE LS-2C, 120V, HIGH PRESSURE SODIUM, AT THE ELECTROLIERS: ALL ELECTROLIERS SHALL BE INSTALLED BY THE DEVELOPER (RATE SCHEDULE LS-2C, 120V, HIGH PRESSURE SODIUM, AT THE : 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. 32. THE CIVIL ENGINEER, SANDIS, 605 CASTRO ST. MOUNTAIN VIEW, CA. 94041 HAS DESIGNED THIS PROJECT TO COMPLY WITH THE GRADING THE CIVIL ENGINEER, SANDIS, 605 CASTRO ST. MOUNTAIN VIEW, CA. 94041 HAS DESIGNED THIS PROJECT TO COMPLY WITH THE GRADING RECOMMENDATIONS IN THE GEOTECHNICAL INVESTIGATION PREPARED BY KLEINFELDER, INC., TITLED "GEOTECHNICAL INVESTIGATION AND LIMITED ENVIRONMENTAL TESTING SERVICES FOR PROPOSED USDA AGRICULTURAL RESEARCH TECHNOLOGY CENTER 1636 ALISAL STREET SALINAS, CALIFORNIA" DATED APRIL 28, 2005. 33. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HEREON OR ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HEREON OR ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER, KLEINFELDER, INC., SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE ANY GRADING (510) 568-4001 UNOBSERVED AND UNAPPROVED GRADING WORK SHALL BE REMOVED AND REPLACED UNDER OBSERVATION. 34. IF THERE ARE ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE IF THERE ARE ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS AND PERSONS ENGAGED UPON THIS CONTRACT. ADA NOTES 1. ALL SITE WORK SHALL BE IN CONFORMANCE WITH TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE AND WITH THE AMERICANS WITH DISABILITIES ALL SITE WORK SHALL BE IN CONFORMANCE WITH TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE AND WITH THE AMERICANS WITH DISABILITIES ACT. 2. CURB RAMPS SHALL NOT EXCEED A SLOPE OF 1:12 (8.33 %). CURB RAMPS SHALL NOT EXCEED A SLOPE OF 1:12 (8.33 %). 3. ENTRANCE RAMPS TO BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5 %) UNLESS RAILINGS ARE SHOWN ON ARCHITECTURAL PLANS, IN WHICH ENTRANCE RAMPS TO BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5 %) UNLESS RAILINGS ARE SHOWN ON ARCHITECTURAL PLANS, IN WHICH CASE THE SLOPE SHALL NOT EXCEED 1:12 (8.33 %). 4. A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS, THE LANDINGS SHALL HAVE A MINIMUM DEPTH OF 60" A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS, THE LANDINGS SHALL HAVE A MINIMUM DEPTH OF 60" (1.52m) WHEN THE DOOR OPENS INTO THE BUILDING, AND 42" PLUS THE WIDTH OF THE DOOR WHEN THE DOOR OPENS ONTO THE LANDING. 5. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:20 (5 %) AND 1:12 (8.33 %), AND SHALL HAVE A MINIMUM CROSS SLOPE OF 2%. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:20 (5 %) AND 1:12 (8.33 %), AND SHALL HAVE A MINIMUM CROSS SLOPE OF 2%. RAMPS EXCEEDING 2'-6" (76cm) VERTICAL SHALL HAVE INTERMEDIATE (2 % MAXIMUM SLOPE) LANDINGS HAVING A MINIMUM LENGTH IN THE DIRECTION OF TRAVEL OF 60" (1.52m). BOTTOM LANDINGS AT CHANGES IN RAMP DIRECTION SHALL HAVE A MINIMUM LENGTH OF 72" (1.83m). ALL RAMPS SHALL HAVE HANDRAILS (SEE ARCHITECTURAL PLANS). 6. MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2 % MAXIMUM SLOPE WITHIN PARKING STALLS DESIGNATED AS HANDICAPPED PARKING MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2 % MAXIMUM SLOPE WITHIN PARKING STALLS DESIGNATED AS HANDICAPPED PARKING SHALL BE 2 % IN ANY DIRECTION. STANDARD GRADING NOTES 1. A PRE-JOB MEETING SHALL BE HELD WITH THE SENIOR INSPECTOR FROM THE DEPARTMENT OF PARKS AND PUBLIC WORKS PRIOR TO ANY WORK BEING A PRE-JOB MEETING SHALL BE HELD WITH THE SENIOR INSPECTOR FROM THE DEPARTMENT OF PARKS AND PUBLIC WORKS PRIOR TO ANY WORK BEING DONE. 2. CALL THE SENIOR INSPECTOR AT LEAST 24 HOURS PRIOR TO ANY GRADING. CALL THE SENIOR INSPECTOR AT LEAST 24 HOURS PRIOR TO ANY GRADING. 3. ALL FILLS SHALL BE CONSTRUCTED IN LIFTS (15-20 cm) AND COMPACTED TO A MINIMUM 90% RELATIVE COMPACTION, UNLESS OTHERWISE DIRECTED ALL FILLS SHALL BE CONSTRUCTED IN LIFTS (15-20 cm) AND COMPACTED TO A MINIMUM 90% RELATIVE COMPACTION, UNLESS OTHERWISE DIRECTED BY THE SOILS ENGINEER. SLOPES TO RECEIVE FILLS SHALL BE STRIPPED AND BENCHED PRIOR OF RECEIVING FILLS. 4. ALL EXCESS SOIL SHALL BE OFF-HAULED TO AN APPROVED SITE. NO EXCESS SOIL SHALL BE SPREAD ON THE SITE WITHOUT CLEARLY BEING SHOWN ALL EXCESS SOIL SHALL BE OFF-HAULED TO AN APPROVED SITE. NO EXCESS SOIL SHALL BE SPREAD ON THE SITE WITHOUT CLEARLY BEING SHOWN ON THE APPROVED GRADING PLAN. 5. ALL CUT AND FILL SLOPES SHALL BE PLANTED, WATERED AND MAINTAINED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED TO THE ALL CUT AND FILL SLOPES SHALL BE PLANTED, WATERED AND MAINTAINED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED TO THE SATISFACTION OF THE SENIOR INSPECTOR. 6. CONTACT THE SENIOR INSPECTOR MIN. 7 WORKING DAYS PRIOR START CONSTRUCTION TO ARRANGE FOR INSPECTION OF EROSION CONTROL MEASURES. CONTACT THE SENIOR INSPECTOR MIN. 7 WORKING DAYS PRIOR START CONSTRUCTION TO ARRANGE FOR INSPECTION OF EROSION CONTROL MEASURES. 7. THE CONTRACTOR SHALL ALWAYS KEEP DIRT AND DEBRIS ON THE SITE AT ALL TIMES. PARTICULARLY DURING THE RAINY SEASON (OCTOBER 15 TO THE CONTRACTOR SHALL ALWAYS KEEP DIRT AND DEBRIS ON THE SITE AT ALL TIMES. PARTICULARLY DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15), THE CONTRACTOR SHALL ENSURE THAT ANY EROSION THAT OCCURS DOES NOT LEAVE THE SITE OR ENTER ANY WATERCOURSE, INCLUDING ON-SITE STORM DRAINAGE SYSTEMS. THIS REQUIREMENT SHALL BE IN EFFECT ON A 24 HOUR PER DAY, 7 DAY PER WEEK BASIS AND SHALL NOT BE LIMITED IN ANY WAY TO THE HOURS OF WORK OF THE PROJECT. IF, AT THE DISCRETION OF THE DIRECTOR OF PARKS & PUBLIC WORKS, ADDITIONAL EROSION CONTROL MEASURES ARE DEEMED TO BE REQUIRED, THE CONTRACTOR SHALL AT HER/HIS SOLE EXPENSE TAKE SUCH MEASURES AS DIRECTED BY THE DIRECTOR. IF THE CONTRACTOR IS DEEMED TO BE NON-RESPONSIVE TO THE DIRECTION OF THE DIRECTOR OF PARKS & PUBLIC WORKS, THE DIRECTOR SHALL HAVE THE AUTHORITY TO TAKE ALL MEASURES REQUIRED TO CORRECT ANY SITUATION WHICH HE/SHE DEEMS TO BE OUT OF COMPLIANCE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND LIABLE TO THE CITY OF SALINAS FOR ALL COSTS ASSOCIATED WITH THE ACTIONS TAKEN BY THE DIRECTOR OF PARKS & PUBLIC WORKS TO CORRECT ANY NON-COMPLIANT SITUATION ARISING FROM THE WORK AREA. GEOTECHNICAL REPORT PROJECT SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE GEOTECHNICAL INVESTIGATION AND LIMITED ENVIRONMENTAL REPORT TITLED "GEOTECHNICAL INVESTIGATION AND LIMITED ENVIRONMENTAL TESTING SERVICES FOR PROPOSED USDA AGRICULTURAL RESEARCH TECHNOLOGY CENTER 1636 ALISAL STREET SALINAS, CALIFORNIA", PREPARED BY KLIENFELDER, INC., DATED APRIL 28, 2005. ARCHEOLOGICAL NOTE PROJECT-RELATED CONSTRUCTION SHALL CEASE WITHIN A 100-FOOT RADIUS IN THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND. THE CONTRACTOR SHALL, PURSUANT TO SECTION 7050.5 OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE STATE OF CALIFORNIA, NOTIFY THE COUNTY OF MONTEREY.

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1. PARCEL NUMBER: APN 153-011-017 PARCEL NUMBER: APN 153-011-017 2. OWNER: USDA OWNER: USDA 3. ENGINEER: GREENING URBAN, LLC ENGINEER: GREENING URBAN, LLC 1500 MASSACHUSETTS AVENUE, SUITE 523 WASHINGTON, DC 20005 CONTACT: CHRIS EARLEY TELEPHONE: 804-217-7436 EMAIL: chris.earley@greeningurban.com 4. ZONED: R-5-B RESIDENTIAL ZONED: R-5-B RESIDENTIAL 5. THE PROJECT SITE IS LOCATED IN FLOOD PLAIN "X - 0.2% ANNUAL CHANCE FLOOD HAZARD" ACCORDING TO FEMA FIRMETTE THE PROJECT SITE IS LOCATED IN FLOOD PLAIN "X - 0.2% ANNUAL CHANCE FLOOD HAZARD" ACCORDING TO FEMA FIRMETTE PANEL 06053C0236G DATED 04/02/2009.

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TAMPA ST.

AutoCAD SHX Text PROJECT SUMMARY THIS PLAN SET IS FOR THE REDEVELOPMENT OF AN EXISTING PROPERTY IN 3 INDEPENDENT, STAND ALONE PHASES. THE NEW BUILDINGS WILL BE FOR LABORATORY, GREEN HOUSE, AND ASSOCIATED USES. PARKING AND ACCESS WILL BE INCORPORATED IN EACH PHASE.

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BID SET

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ORIGINAL DRAWING SIZE IS 36" X 48", SCALE ENTITIES ACCORDINGLY IF REDUCED.

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TR, GW

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CE, NF

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JEFF GILMORE

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JIM MCCREIGHT

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PETE JOVANOVICH

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LINDA WURZBERGER

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AutoCAD SHX Text 3" (80mm)

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

WTR

AutoCAD SHX Text W

AutoCAD SHX Text 4" (100mm)

AutoCAD SHX Text 8"

AutoCAD SHX Text W

AutoCAD SHX Text 4"

AutoCAD SHX Text W

AutoCAD SHX Text 4" (100mm)

AutoCAD SHX Text W

AutoCAD SHX Text 4"

AutoCAD SHX Text 8" (200mm)

AutoCAD SHX Text T

AutoCAD SHX Text

12"-RCP

AutoCAD SHX Text

AutoCAD SHX Text 60" (1.5m)

AutoCAD SHX Text

AutoCAD SHX Text 70" (1.8m)-RCP

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE/TEL

AutoCAD SHX Text

SSMH 12" OUT

AutoCAD SHX Text

TOP 83.63

AutoCAD SHX Text

SSMH RIM 84.83

AutoCAD SHX Text

APPROX. 2.6' DEEP

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text 8" (200mm)

AutoCAD SHX Text 4" (100mm) AD

AutoCAD SHX Text 18" (460mm)

AutoCAD SHX Text 70" (1.8m)-RCP

AutoCAD SHX Text

INV 78.24

AutoCAD SHX Text 60" (1.5m)

AutoCAD SHX Text

STOP

AutoCAD SHX Text Pile

AutoCAD SHX Text Dense Tree Cover

AutoCAD SHX Text Vegetation

AutoCAD SHX Text Mound

AutoCAD SHX Text Debris

AutoCAD SHX Text Piles

AutoCAD SHX Text Dense Tree Cover

AutoCAD SHX Text Crops

AutoCAD SHX Text

STOP

AutoCAD SHX Text Dense Tree Cover

AutoCAD SHX Text Cultivated Ground

AutoCAD SHX Text Crops

AutoCAD SHX Text

AutoCAD SHX Text 25.66

AutoCAD SHX Text

AutoCAD SHX Text 25.20

AutoCAD SHX Text 24.86

AutoCAD SHX Text

AutoCAD SHX Text Dense Tree Cover

AutoCAD SHX Text Mound

AutoCAD SHX Text Dense Tree Cover

AutoCAD SHX Text 25.20

AutoCAD SHX Text

AutoCAD SHX Text Dense Tree Cover

AutoCAD SHX Text 82.02

AutoCAD SHX Text

AutoCAD SHX Text 82.02

AutoCAD SHX Text 85.30

AutoCAD SHX Text 82.02

AutoCAD SHX Text 85.3

AutoCAD SHX Text 82.02

AutoCAD SHX Text

AutoCAD SHX Text Crops

AutoCAD SHX Text Dense Tree Cover

AutoCAD SHX Text Debris

AutoCAD SHX Text

EAST ALISAL

AutoCAD SHX Text

EAST ALISAL

AutoCAD SHX Text 83.27

AutoCAD SHX Text X

AutoCAD SHX Text 79.92

AutoCAD SHX Text 81.50

AutoCAD SHX Text 81.46

AutoCAD SHX Text 81.63

AutoCAD SHX Text 81.76

AutoCAD SHX Text 81.82

AutoCAD SHX Text 81.89

AutoCAD SHX Text 79.79

AutoCAD SHX Text 79.63

AutoCAD SHX Text 79.55

AutoCAD SHX Text 84.02

AutoCAD SHX Text 79.44

AutoCAD SHX Text 82.97

AutoCAD SHX Text 83.00

AutoCAD SHX Text 83.30

AutoCAD SHX Text 82.48

AutoCAD SHX Text 79.13

AutoCAD SHX Text 79.30

AutoCAD SHX Text 82.35

AutoCAD SHX Text 83.50

AutoCAD SHX Text 83.53

AutoCAD SHX Text 83.20

AutoCAD SHX Text 82.84

AutoCAD SHX Text 83.30

AutoCAD SHX Text 83.27

AutoCAD SHX Text 82.94

AutoCAD SHX Text 79.69

AutoCAD SHX Text 83.14

AutoCAD SHX Text 83.10

AutoCAD SHX Text 81.94

AutoCAD SHX Text 83.14

AutoCAD SHX Text 83.23

AutoCAD SHX Text 81.65

AutoCAD SHX Text 80.81

AutoCAD SHX Text 82.48

AutoCAD SHX Text 83.17

AutoCAD SHX Text 82.71

AutoCAD SHX Text 83.10

AutoCAD SHX Text 83.17

AutoCAD SHX Text 82.94

AutoCAD SHX Text 83.10

AutoCAD SHX Text 81.15

AutoCAD SHX Text 80.80

AutoCAD SHX Text 80.83

AutoCAD SHX Text 82.15

AutoCAD SHX Text 83.00

AutoCAD SHX Text 83.14

AutoCAD SHX Text 82.87

AutoCAD SHX Text 81.11

AutoCAD SHX Text 81.00

AutoCAD SHX Text 80.91

AutoCAD SHX Text 81.33

AutoCAD SHX Text 81.73

AutoCAD SHX Text 82.84

AutoCAD SHX Text 84.74

AutoCAD SHX Text 82.84

AutoCAD SHX Text 81.21

AutoCAD SHX Text 81.17

AutoCAD SHX Text 81.10

AutoCAD SHX Text 81.04

AutoCAD SHX Text 81.07

AutoCAD SHX Text 82.48

AutoCAD SHX Text 81.40

AutoCAD SHX Text 81.53

AutoCAD SHX Text 81.56

AutoCAD SHX Text 81.66

AutoCAD SHX Text 81.76

AutoCAD SHX…

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