project plans for
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PROJECT PLANS FOR :
CITY OF CALISTOGA
NAPA COUNTY, CALIFORNIA
VICINITY MAP
PROJECT
LOCATION MAP
FOR THE
MYRTLEDALE ROAD / GRANT STREET
LOCATION
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PAVEMENT REHABILITATION
CALISTOGA
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FOR USE IN CONJUNCTION WITH :
CALTRANS STANDARD SPECIFICATIONS DATED 2015
CALTRANS STANDARD PLANS DATED 2015
CITY OF CALISTOGA
Coastland Civil Engineering, Inc.
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MARCH 2019
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PROJECT
LOCATION
INDEX OF SHEETS
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NOT TO SCALE
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Yountville
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Napa
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Berryessa
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Estates
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Knoxville
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St. Helena
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Angwin
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Pope
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Valley
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Calistoga
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80
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128
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29
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128
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29
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29
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128
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12
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121
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12
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121
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128
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29
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Lake Berryessa
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PICKETT RD
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ROSE
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DALE
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RD
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PETRIFIED FOREST RD
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FR
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AN
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VALLEY
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RD
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GREENWOOD
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AVE
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TUBBS
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LN
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PALISADES RD
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LAWLEY
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RD
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BENNETT LN
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EVEY
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RD
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BENNETT LN
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DALE RD.
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GRANT ST.
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MYRTLE
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HWY 128
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HWY 29
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MORA AVE
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KIMBALL
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CANYON DAM
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HWY 29
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SILVERADO TRAIL
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NOT TO SCALE
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NAPA
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RIVER
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NAPA
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RIVER
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APPROVED
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MIKE KIRN
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PUBLIC WORKS DIRECTOR
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DATE %%u
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DRAWING NUMBER
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DRAWING DATE
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PROJECT NUMBER
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ORIGINAL PLOT DATE:
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CENTENNIAL
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CIRCLE
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GARNETT CRK CT
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No. 53723
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HEIDI E. UTTERBACK, RCE 53723
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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ORG DATE
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Sheet No.
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Sheet Title
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COVER SHEET
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GENERAL NOTES, LEGEND AND SURVEY CONTROL
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TYPICAL SECTIONS AND MISCELLANEOUS DETAILS
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BRIDGE SAFETY RAILING DETAILS
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PLAN AND PROFILE STA 116+00 TO STA 120+00
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PLAN AND PROFILE STA 120+00 TO STA 124+50
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PLAN AND PROFILE STA 124+50 TO STA 129+00
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PLAN AND PROFILE STA 129+00 TO STA 133+50
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PLAN AND PROFILE STA 133+50 T0 STA 138+00
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PLAN AND PROFILE STA 138+00 TO STA 142+50
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PLAN AND PROFILE STA 142+50 TO STA 147+00
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PATH DESIGN CONTROL - STA 50+00 TO STA 54+50
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PATH DESIGN CONTROL - STA 54+50 TO STA 60+00
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PATH DESIGN CONTROL - STA 60+00 TO STA 65+50
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PATH DESIGN CONTROL - STA 65+50 TO STA 70+50
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PATH DESIGN CONTROL - STA 70+50 TO STA 75+50
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PATH DESIGN CONTROL - STA 75+50 TO STA 79+00
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CROSS SECTIONS STA 116+00 TO STA 121+00
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CROSS SECTIONS STA 121+25 TO STA 125+50
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CROSS SECTIONS STA 125+75 TO STA 130+00
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CROSS SECTIONS STA 130+25 TO STA 134+50
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CROSS SECTIONS STA 134+75 TO STA 139+00
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CROSS SECTIONS STA 139+25 TO STA 144+25
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CROSS SECTIONS STA 144+50 TO STA 145+25
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DATE:
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PRELIMINARY
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MARCH 2019
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75% SUBMITTAL
MYRTLEDALE ROAD
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SURVEY CONTROL DATA
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CONSTRUCTION NOTE DESIGNATIONS
GENERAL NOTES ABBREVIATIONSLEGEND
DETAIL AND SECTION CALLOUTS
SURVEY CONTROL DIAGRAM
SURVEYOR'S STATEMENT
BENCHMARK
BASIS OF BEARINGS
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MAGNETIC
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HEIDI E. UTTERBACK, RCE 53723
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ORIGINAL SCALE IS IN INCHES
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
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JWM
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JWM/HEU
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CITY OF CALISTOGA
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1.ALL WORKMANSHIP, MATERIALS, AND CONSTRUCTION SHALL CONFORM TO THE CITY OF SANTA ROSA ALL WORKMANSHIP, MATERIALS, AND CONSTRUCTION SHALL CONFORM TO THE CITY OF SANTA ROSA STANDARD PLANS, THE CONSTRUCTION SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, THE CONTRACT SPECIFICATIONS FOR THIS PROJECT, AND THE STATE STANDARD SPECIFICATIONS AND STANDARD PLANS. 2.THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT (800) 227-2600 AT THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.THE CONTRACTOR SHALL POSSESS THE CLASS(ES) OF LICENSE(S) AS SPECIFIED IN THE CONTRACT THE CONTRACTOR SHALL POSSESS THE CLASS(ES) OF LICENSE(S) AS SPECIFIED IN THE CONTRACT SPECIFICATIONS FOR THIS PROJECT. 4.THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CITY ONLY ASSUMES RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF ITS OWN UNDERGROUND UTILITIES. 5.THE CONTRACTOR SHALL POT HOLE ALL KNOWN UTILITY CROSSINGS 5 DAYS PRIOR TO SCHEDULED THE CONTRACTOR SHALL POT HOLE ALL KNOWN UTILITY CROSSINGS 5 DAYS PRIOR TO SCHEDULED CONSTRUCTION OF NEW FACILITIES IN AN AREA. 6.OVERHEAD UTILITY SERVICE DROPS TO RESIDENCES ARE NOT SHOWN ON THE PLANS. THE OVERHEAD UTILITY SERVICE DROPS TO RESIDENCES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL INVESTIGATE THE SITE AND BE AWARE OF LIMITED OVERHEAD CLEARANCES. 7.EXISTING SHRUBBERY SHALL BE REMOVED ONLY AS DIRECTED BY THE ENGINEER. EXISTING SHRUBBERY SHALL BE REMOVED ONLY AS DIRECTED BY THE ENGINEER. 8.ALL LANDSCAPING AND IRRIGATION SYSTEMS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED ALL LANDSCAPING AND IRRIGATION SYSTEMS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND. 9.EXCAVATIONS OVER FIVE FEET (5') DEEP REQUIRE AN EXCAVATION PERMIT FROM THE STATE EXCAVATIONS OVER FIVE FEET (5') DEEP REQUIRE AN EXCAVATION PERMIT FROM THE STATE DEPARTMENT OF INDUSTRIAL SAFETY. 10.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 11.UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 12.NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO CITY OR OTHER UTILITIES CAUSED THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO CITY OR OTHER UTILITIES CAUSED BY HIS OPERATIONS. 14.THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND THE ENGINEER, IN WRITING, 48 HOURS IN THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND THE ENGINEER, IN WRITING, 48 HOURS IN ADVANCE OF ANY DRIVEWAY ACCESS INTERRUPTIONS AS DESCRIBED IN THE PROJECT SPECIFICATIONS. MAIL SERVICE SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THIS PROJECT. THE U.S. POSTAL SERVICE SHALL HAVE UNINTERRUPTED ACCESS TO MAILBOXES AT ALL TIMES. 15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL BITUMINOUS PAVEMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL BITUMINOUS PAVEMENT, CONCRETE AND REINFORCEMENT, AND SPOILS NOT NEEDED FOR BACKFILL AS REQUIRED BY THE ENGINEER AND PER THE SPEClFICATIONS. 16.PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE CITY OF CALISTOGA PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE CITY OF CALISTOGA ENGINEERING DEPARTMENT A TRAFFIC PLAN IN ACCORDANCE WITH THE PROJECT SPEClFICATIONS. 17.A GEOTECHNICAAL REPORT ENTITLED "GEOTECHNICAL STUDY REPORT, GRANT STREET AND A GEOTECHNICAAL REPORT ENTITLED "GEOTECHNICAL STUDY REPORT, GRANT STREET AND MYRTLEDALE AVENUE IMPROVEMENTS" HAS BEEN PREPARED FOR THIS PROJECT BY RGH CONSULTANTS DATED OCTOBER 25, 2018 AND SIGNED BY ERIC G. CHASE G.E. No. 2628.
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FIRE HYDRANT
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ASPHALT CONCRETE
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ROCK SLOPE PROTECTION
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JP
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MAILBOX
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ROADSIDE SIGN
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SURVEY CONTROL POINT
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TREE AND DRIP LINE (DIA/DRIPLINE TYPE)
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JOINT UTILITY POLE
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SD
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W
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WATER MAIN CHECK VALVE
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WATER MAIN GATE VALVE
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WATER METER
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OVERHEAD UTILITY
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TELEPHONE LINE/CONDUIT
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GAS LINE
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STORM DRAIN PIPE
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SANITARY SEWER PIPE
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CENTERLINE/CONTROL LINE
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FLOWLINE
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FENCE
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EASEMENT
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STORM DRAIN JUNCTION STRUCTURE
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ELECTRICAL LINE/CONDUIT
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BFP
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AC ACP AB ARV BO C CB CONC CP CSP DI DIP DWY E EG EL E.WAL EP EXIST, EX F FG FH FX G IE INV IP JP JT LAT LT LF LO MB MH
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ASPHALT CONCRETE ASBESTOS CEMENT PIPE AGGREGATE BASE AIR RELEASE VALVE BLACK OAK CENTERLINE, CONTROL LINE CATCH BASIN CONCRETE CONTROL POINT CORRUGATED STEEL PIPE DROP INLET DUCTILE IRON PIPE DRIVEWAY ELECTRICAL, ELECTRIC CONDUIT EXISTING GRADE ELEVATION ENGLISH WALNUT EDGE OF PAVEMENT EXISTING FLOWLINE FINISHED GRADE FIRE HYDRANT FENCE GAS, GAS MAIN INVERT ELEVATION INVERT IRON PIPE JOINT POLE JOINT UTILITY TRENCH SANITARY SEWER LATERAL LEFT LINEAL FEET LIVE OAK MAILBOX MANHOLE
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ORIGINAL GROUND OVERHEAD UTILITY UTILITY POTHOLE PRIVATE OVERHEAD LINE POWER POLE RADIUS REINFORCED CONCRETE PIPE ROCK SLOPE PROTECTION RIGHT RIGHT-OF-WAY SLOPE STORM DRAIN STORM DRAIN EASEMENT SANITARY SEWER STATION STANDARD SERVICE SYCAMORE TOP OF BANK TOP OF CURB TELEPHONE TRIANGULAR IRREGULAR NETWORK TOP OF GRATE TOE OF SLOPE TELEPHONE POLE TREE PROTECTION ZONE TYPICAL UNDERGROUND UTILITY UTILITY VERIFY IN FIELD WATER, WATER MAIN WALNUT WATER METER WATER SERVICE WATER VALVE WHITE OAK
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12/30 LO
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DIRECTION OF VIEW
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VANTAGE POINT AND
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SECTION ID LETTER
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SHEET NUMBER
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PER DETAIL
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= ROADWAY AND RELATED ITEMS CONSTRUCTION NOTES.
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X1
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D1
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R1
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= DRAINAGE AND RELATED ITEMS CONSTRUCTION NOTES.
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= TREE REMOVAL/PROTECTION AND RELATED ITEMS CONSTRUCTION NOTES.
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THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE II, NAD 83, EPOCH 2017.50 AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING SYSTEMS (CGPS) STATION P201 AND STATION P204; BEING SOUTH 20°31'53” EAST EAST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC).
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THIS MAP REPRESENTS A FIELD SURVEY MADE BY CINQUINI & PASSARINO, INC. IN JULY 27, 2018 AND REPRESENTS THE VISUAL SURFACE CONDITIONS AS OF AFORESAID DATE.
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CINQUINI & PASSARINO CONTROL POINT NO. 3, BEING A FOUND SET MAG NAIL WITH WASHER PUNCHED "CINQUINI & PASSARINO CONTROL" ALONG THE NORTH SIDE OF GRANT STREET, 120' ALONG THE NORTH SIDE OF GRANT STREET, 120' ALONG THE NORTH SIDE OF GRANT STREET, 120'±WEST OF GARNETT CREEK COURT AS SHOWN HEREON. ELEVATION = 294.11' (NAVD 88) THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND WERE DETERMINED BY STATIC GPS TIES TO CGPS STATIONS P201, P202 & P204 WITH PUBLISHED ELLIPSOIDAL HEIGHTS OF (P201 =1147.752'), (P202 = 1917.924') AND (P204 = 909.259'), IN ADDITION TO APPLYING THE NGS GEOID HEIGHT MODEL "GEOID2012B".
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W1
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= WATER AND RELATED ITEMS CONSTRUCTION NOTES.
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N/A
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N/A
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DRIVEWAY CONFORM
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MYRTLEDALE ROAD / GRANT STREET TYPICAL SECTION1
DRIVEWAY CONFORM AT PATH TYPICAL SECTION2
DRIVEWAY CONFORM TYPICAL SECTION3
GRANT STREET
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SIDEWALK RAMP DETAIL4
STORM DRAIN JUNCTION STRUCTURE5
SECTIONA
CORNER MOUNMENT PROTECTION6
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12.0'
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12.0'
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12.0'
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12.0'
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12.0'
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12.0'
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2.0'
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2.0'
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2.0'
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2.0'
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2.0'
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2.0'
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2.0%%%
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3.0%%%
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2.0%%%
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3.0%%%
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4" AC
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6" SHOULDER BACKING
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6" SHOULDER BACKING
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EXISTING GROUND
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2:1 SLOPE (TYP)
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SCALE:
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-
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NONE
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5.0'
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5.0'
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5.0'
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8" CL 2 AGGREGATE BASE
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3" AC
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1.5%%%
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VARIES
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NATIVE BACKFILL
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2.0%%%
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EXISTING DRIVEWAY
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8" CL 2 AGGREGATE BASE
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3" AC
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1.5%%%
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SAWCUT AND CONFORM
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VARIES
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6" CL 2 AGGREGATE BASE
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2" AC
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SCALE:
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-
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NONE
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2.0%%%
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EXISTING DRIVEWAY
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CONFORM
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VARIES
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6" CL 2 AGGREGATE BASE
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2" AC
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5.0'
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5.0'
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5.0'
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SCALE:
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NONE
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5.64%%%
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1.5%%%
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1.5%%%
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SAWCUT EXISTING PAVEMENT AND CONFORM
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SAWCUT EXISTING PAVEMENT AND CONFORM
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SAWCUT EXISTING PAVEMENT AND CONFORM
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AC PATH
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CROSS SLOPE TRANSITION
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CONTROL LINE
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SAWCUT EXISTING PAVEMENT AND CONFORM
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SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONCRETE CURB AND GUTTER PER CITY OF SANTA ROSA STD 241. CURB HEIGHT VARIES.
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3" AC ON 8" CL 2 AGG. BASE
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REMOVE EXISTING SIDEWALK BARRIER
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6'-24" RCP WITH FLARED END SECTION
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ROCK SLOPE PROTECTION CALTRANS NO. 2, METHOD B
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8'-18" RCP
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6'-18"RCP
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REMOVE PORTION OF (E) STORM DRAIN AND PLACE NEW 18" RCP
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CONNECT WITH CONCRETE COLLAR SIMILAR TO CITY OF SANTA ROSA STD DWG 407
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PATH SURFACE
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#3 RING UNDER FRAME
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STD 24" DIA FRAME AND COVER TRAFFIC DUTY, MARKED "STORM DRAIN"
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4X4 W4XW4 WWF
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18" RCP
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#4
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PATH SURFACE
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CHRISTY G5 BOX WITH CAST IRON TRAFFIC LID
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CONCRETE COLLAR
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EXISTING CORNER MONUMENT TO BE PROTECTED DURING CONSTRUCTION
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HEIDI E. UTTERBACK, RCE 53723
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
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JWM
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JWM/HEU
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CITY OF CALISTOGA
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SCALE:
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1"=5'
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SCALE:
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-
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1"=5'
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SCALE:
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1"=2'
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SCALE:
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SAFETY RAILING DETAIL
RAIL CAP DETAILRAILING ANCHOR DETAIL ANCHOR PLATE DETAIL
SAFETY RAILING ELEVATION (PARTIAL)
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BRIDGE SAFETY RAILING1
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NOT TO SCALE
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SEE RAIL CAP DETAIL
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SEE RAIL CAP DETAIL
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SEE ANCHOR PLATE DETAIL
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EXISTING CONCRETE PARAPET WALL
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POST HSS 1" X 2" X " TYP316" TYP
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12" SQUARE BALUSTERS @ 4 " ON CENTER, TYP12" ON CENTER, TYP
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HSS 2" X 1 " X " 12" X " 316" TOP RAIL, TYP
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HSS 2" X 1 " X " 12" X " 316" BOTTOM RAIL, TYP
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12" VENT HOLE ATTOP AND BOTTOM RAILS, TYP
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TYP
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ANCHORS
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PLATE " X 4" X 6"PLATE " X 4" X 6"14" X 4" X 6"
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34" HOLE FOR 58" ANCHOR WITH WASHER AND HEX NUT, TYP
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EXISTING CONCRETE PARAPET WALL
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" X 6" EXPANSION ANCHOR 58" X 6" EXPANSION ANCHORWITH NUT AND WASHER
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POST
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END CAP
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" TYP18" TYP
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" TYP18" TYP
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%%UTOP OF RAIL
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%%UBOTTOM OF RAIL
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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5'-9"
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5'-9"
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5'-9"
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5'-9"
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5'-9"
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5'-9"
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POST HSS 1" X 2" X " TYP316" TYP
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HSS 2" X 1 " X " 12" X " 316" TOP AND BOTTOM RAIL, TYP
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RAIL CAP, TYP
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RAIL CAP, TYP
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12" SQUARE BALUSTERS @ 4 " ON CENTER, TYP12" ON CENTER, TYP
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HEIDI E. UTTERBACK, RCE 53723
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2
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PROJECT NUMBER
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
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JWM
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JWM/HEU
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CITY OF CALISTOGA
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SCALE:
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-
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NONE
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SAFETY RAILING NOTES: 1.RAILING MATERIAL SHALL BE BRUSH BLAST CLEANED TO MEET SSPC-SP7 BRUSH-OFF BLAST RAILING MATERIAL SHALL BE BRUSH BLAST CLEANED TO MEET SSPC-SP7 BRUSH-OFF BLAST CRITERIA. 2.THE RAILING SYSTEM SHALL BE POWDER COATED RAL9005 "BLACK" WITH A MINIMUM THE RAILING SYSTEM SHALL BE POWDER COATED RAL9005 "BLACK" WITH A MINIMUM THICKNESS OF 4 MILS.
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NOTE
CONSTRUCTION NOTES
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W
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(3) MAILBOXES
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W
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BACKFLOW PREVENTOR
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STONE COLUMN
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STONE COLUMN
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42" HIGH WOOD FENCE
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42" HIGH CHAIN & WIRE FENCE
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42" WOOD FENCE
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6' HIGH WOOD FENCE
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DRIVEWAY
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20' SWING GATE
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42" WOOD FENCE
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1/2" GAS
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1/2" GAS
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1/2" GAS
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W
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EXISTING EP
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EXISTING EP
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APPROX.ROW, TYPROW, TYP
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FINISH GRADE AT ROADWAY CONTROL LINE
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EXISTING GROUND AT ROADWAY CONTROL LINE
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EX 10" W
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EX 10" W
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EX 2" GAS
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EX 2" GAS
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HEIDI E. UTTERBACK, RCE 53723
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
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JWM
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JWM/HEU
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CITY OF CALISTOGA
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.
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GRAPHIC SCALE
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1"=20'-0"
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20
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40
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20
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3039
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3036
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3048
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3045
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APN 017-222-009
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APN 017-221-010
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APN 017-222-014
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APN 017-221-009
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APN 017-221-018
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APN 017-221-007
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SEE SHEETS 12 THROUGH 17 FOR PATH HORIZONTAL AND VERTICAL DESIGN CONTROL
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R1
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X1
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REMOVE OAK TREE.
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PROTECT OAK TREE.
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PROTECT ORNAMENTAL TREE.
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TRIM AND PROTECT OAK TREE.
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X8
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X10
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X11
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RECONSTRUCT ROADWAY PER DETAIL
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CONSTRUCT PATH PER DETAIL
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CONSTRUCT DRIVEWAY CONFORM AT PATH PER DETAIL
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CONSTRUCT DRIVE CONFORM PER DETAIL
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R2
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R3
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R4
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PLACE BRIDGE SAFETY RAILING PER DETAIL
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RELOCATE EXISTING STREET SIGN PER CITY OF SANTA ROSA STD
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PLAN 701.
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R6
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R7
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1
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4
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CONSTRUCT 6' HIGH CHAIN LINK FENCE PER CALTRANS STD
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PLAN A85.
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R12
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PLACE DETECTABLE WARNING SURFACE (3' x 5'), SET IN 4" OF
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CONCRETE.
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SAWCUT EXISTING PAVEMENT AT DRIVEWAY AND CONFORM.
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SAWCUT EXISTING PAVEMENT AND CONFORM.
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R20
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R21
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R22
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ADJUST EXISTING WATER VALVE FRAME AND COVER TO FINISHED GRADE.
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W5
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ADJUST EXISTING WATER METER BOX AND COVER TO FINISHED GRADE.
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W4
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TRANSITION PAVEMENT WIDTH TO MATCH EXISTING.
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INSTALL DELINEATORS SPACED AT 10' ON CENTER.
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R23
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R24
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NOTE
CONSTRUCTION NOTES
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(3) MAILBOXES
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W
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W
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BACKFLOW PREVENTOR
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W
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W
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STONE COLUMN
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STONE WALL
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5' HIGH CHAIN LINK FENCE
AutoCAD SHX Text
DRIVEWAY
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1/2" GAS
AutoCAD SHX Text
1/2" GAS
AutoCAD SHX Text
1/2" GAS
AutoCAD SHX Text
1/2" GAS
AutoCAD SHX Text
1/2" GAS
AutoCAD SHX Text
APPROX.ROW, TYPROW, TYP
AutoCAD SHX Text
FINISH GRADE AT ROADWAY CONTROL LINE
AutoCAD SHX Text
EXISTING GROUND AT ROADWAY CONTROL LINE
AutoCAD SHX Text
EX 2" GAS
AutoCAD SHX Text
EX 10" W
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HEIDI E. UTTERBACK, RCE 53723
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S
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A
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F
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C
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No. 53723
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ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
3
AutoCAD SHX Text
0
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1
AutoCAD SHX Text
2
AutoCAD SHX Text
PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVIEWED BY
AutoCAD SHX Text
PREPARED UNDER THE DIRECTION OF
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CALIFORNIA
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ORIGINAL PLOT DATE:
AutoCAD SHX Text
707.571.8005 707.571.8037 Fax
AutoCAD SHX Text
1400 Neotomas Avenue, Santa Rosa, CA 95405
AutoCAD SHX Text
HEU
AutoCAD SHX Text
JWM
AutoCAD SHX Text
JWM/HEU
AutoCAD SHX Text
CITY OF CALISTOGA
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.
AutoCAD SHX Text
GRAPHIC SCALE
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1"=20'-0"
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20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
3028
AutoCAD SHX Text
3032
AutoCAD SHX Text
3034
AutoCAD SHX Text
3036
AutoCAD SHX Text
3039
AutoCAD SHX Text
3033
AutoCAD SHX Text
3027
AutoCAD SHX Text
3021
AutoCAD SHX Text
APN 017-222-014
AutoCAD SHX Text
APN 017-222-011
AutoCAD SHX Text
APN 017-222-012
AutoCAD SHX Text
APN 017-222-013
AutoCAD SHX Text
APN 017-221-011
AutoCAD SHX Text
APN 017-221-010
AutoCAD SHX Text
APN 017-221-009
AutoCAD SHX Text
APN 017-221-014
AutoCAD SHX Text
APN 017-222-015
AutoCAD SHX Text
SEE SHEETS 12 THROUGH 17 FOR PATH HORIZONTAL AND VERTICAL DESIGN CONTROL
AutoCAD SHX Text
R1
AutoCAD SHX Text
ADJUST EXISTING WATER METER/BACK FLOW PREVENTER BOX AND
AutoCAD SHX Text
COVER TO FINISHED GRADE.
AutoCAD SHX Text
W3
AutoCAD SHX Text
RECONSTRUCT ROADWAY PER DETAIL
AutoCAD SHX Text
CONSTRUCT PATH PER DETAIL
AutoCAD SHX Text
CONSTRUCT DRIVEWAY CONFORM AT PATH PER DETAIL
AutoCAD SHX Text
CONSTRUCT DRIVE CONFORM PER DETAIL
AutoCAD SHX Text
R2
AutoCAD SHX Text
R3
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R4
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1
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3
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1
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3
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2
AutoCAD SHX Text
3
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3
AutoCAD SHX Text
3
AutoCAD SHX Text
PROTECT EXISTING PROPERTY CORNER MONUMENT
AutoCAD SHX Text
PER DETAIL
AutoCAD SHX Text
REMOVE EXISTING BOLLARD.
AutoCAD SHX Text
R9
AutoCAD SHX Text
R10
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
SAWCUT EXISTING PAVEMENT AT DRIVEWAY AND CONFORM.
AutoCAD SHX Text
R21
AutoCAD SHX Text
ADJUST EXISTING WATER VALVE FRAME AND COVER TO FINISHED GRADE.
AutoCAD SHX Text
W5
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MARCH 2019
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NOTE
CONSTRUCTION NOTES
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W
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W
AutoCAD SHX Text
W
AutoCAD SHX Text
1/2" GAS
AutoCAD SHX Text
1/2" GAS
AutoCAD SHX Text
AC DRIVEWAY
AutoCAD SHX Text
LAWN WITH HEADER
AutoCAD SHX Text
AC DRIVEWAY
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
APPROX.ROW, TYPROW, TYP
AutoCAD SHX Text
FINISH GRADE AT ROADWAY CONTROL LINE
AutoCAD SHX Text
EXISTING GROUND AT ROADWAY CONTROL LINE
AutoCAD SHX Text
EX 2" GAS
AutoCAD SHX Text
EX 10" W
AutoCAD SHX Text
HEIDI E. UTTERBACK, RCE 53723
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S
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A
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F
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C
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No. 53723
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ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
PROJECT NUMBER
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DRAWING DATE
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
OF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVIEWED BY
AutoCAD SHX Text
PREPARED UNDER THE DIRECTION OF
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
ORIGINAL PLOT DATE:
AutoCAD SHX Text
707.571.8005 707.571.8037 Fax
AutoCAD SHX Text
1400 Neotomas Avenue, Santa Rosa, CA 95405
AutoCAD SHX Text
HEU
AutoCAD SHX Text
JWM
AutoCAD SHX Text
JWM/HEU
AutoCAD SHX Text
CITY OF CALISTOGA
AutoCAD SHX Text
.
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
1"=20'-0"
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
3009
AutoCAD SHX Text
3015
AutoCAD SHX Text
3021
AutoCAD SHX Text
3028
AutoCAD SHX Text
1979
AutoCAD SHX Text
APN 017-222-013
AutoCAD SHX Text
APN 017-222-015
AutoCAD SHX Text
APN 017-221-014
AutoCAD SHX Text
APN 017-221-015
AutoCAD SHX Text
APN 017-221-016
AutoCAD SHX Text
APN 017-222-006
AutoCAD SHX Text
SEE SHEETS 12 THROUGH 17 FOR PATH HORIZONTAL AND VERTICAL DESIGN CONTROL
AutoCAD SHX Text
R1
AutoCAD SHX Text
X1
AutoCAD SHX Text
REMOVE OAK TREE.
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REMOVE PINE TREE.
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REMOVE MADRONE TREE CLUMP.
AutoCAD SHX Text
REMOVE WALNUT TREE CLUMP.
AutoCAD SHX Text
PROTECT OAK TREE.
AutoCAD SHX Text
TRIM AND PROTECT OAK TREE.
AutoCAD SHX Text
TRIM AND PROTECT WALNUT TREE.
AutoCAD SHX Text
X3
AutoCAD SHX Text
X4
AutoCAD SHX Text
X5
AutoCAD SHX Text
X8
AutoCAD SHX Text
X11
AutoCAD SHX Text
X12
AutoCAD SHX Text
RECONSTRUCT ROADWAY PER DETAIL
AutoCAD SHX Text
CONSTRUCT PATH PER DETAIL
AutoCAD SHX Text
CONSTRUCT DRIVEWAY CONFORM AT PATH PER DETAIL
AutoCAD SHX Text
CONSTRUCT DRIVE CONFORM PER DETAIL
AutoCAD SHX Text
R2
AutoCAD SHX Text
R3
AutoCAD SHX Text
R4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
RELOCATE EXISTING MAILBOX PER CITY OF SANTA ROSA STD
AutoCAD SHX Text
PLAN 271.
AutoCAD SHX Text
RELOCATE EXISTING LANDSCAPE HEADER BOARD AND IRRIGATION
AutoCAD SHX Text
LINES.
AutoCAD SHX Text
R8
AutoCAD SHX Text
R11
AutoCAD SHX Text
SAWCUT EXISTING PAVEMENT AT DRIVEWAY AND CONFORM.
AutoCAD SHX Text
R21
AutoCAD SHX Text
ADJUST EXISTING WATER VALVE FRAME AND COVER TO FINISHED GRADE.
AutoCAD SHX Text
W5
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MARCH 2019
248
ST
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+0
0 T
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TA
1
33
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0
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9
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NOTE
CONSTRUCTION NOTES
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GATE
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42" WIRE FENCE
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12"X18" WATER PEDESTAL
AutoCAD SHX Text
LOW OVERHEAD WIRE
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1/2" GAS
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1/2" GAS
AutoCAD SHX Text
1/2" GAS
AutoCAD SHX Text
W
AutoCAD SHX Text
APPROX.ROW, TYPROW, TYP
AutoCAD SHX Text
FINISH GRADE AT ROADWAY CONTROL LINE
AutoCAD SHX Text
EXISTING GROUND AT ROADWAY CONTROL LINE
AutoCAD SHX Text
EX 2" GAS
AutoCAD SHX Text
EX 10" W
AutoCAD SHX Text
EX 18" SD
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EX 18" SD
AutoCAD SHX Text
HEIDI E. UTTERBACK, RCE 53723
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S
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A
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F
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C
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No. 53723
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.
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FOR REDUCED PLANS, THE
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ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
3
AutoCAD SHX Text
0
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1
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2
AutoCAD SHX Text
PROJECT NUMBER
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DRAWING DATE
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
OF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVIEWED BY
AutoCAD SHX Text
PREPARED UNDER THE DIRECTION OF
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
ORIGINAL PLOT DATE:
AutoCAD SHX Text
707.571.8005 707.571.8037 Fax
AutoCAD SHX Text
1400 Neotomas Avenue, Santa Rosa, CA 95405
AutoCAD SHX Text
HEU
AutoCAD SHX Text
JWM
AutoCAD SHX Text
JWM/HEU
AutoCAD SHX Text
CITY OF CALISTOGA
AutoCAD SHX Text
.
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
1"=20'-0"
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
2779
AutoCAD SHX Text
2787
AutoCAD SHX Text
1661
AutoCAD SHX Text
3009
AutoCAD SHX Text
1801
AutoCAD SHX Text
APN 017-222-006
AutoCAD SHX Text
APN 011-010-030
AutoCAD SHX Text
APN 011-390-016
AutoCAD SHX Text
APN 011-390-015
AutoCAD SHX Text
APN 017-221-017
AutoCAD SHX Text
APN 017-221-016
AutoCAD SHX Text
SEE SHEETS 12 THROUGH 17 FOR PATH HORIZONTAL AND VERTICAL DESIGN CONTROL
AutoCAD SHX Text
D1
AutoCAD SHX Text
CONSTRUCT STORM DRAIN JUNCTION STRUCTURE
AutoCAD SHX Text
5
AutoCAD SHX Text
3
AutoCAD SHX Text
REMOVE WALNUT TREE CLUMP.
AutoCAD SHX Text
REMOVE PALM TREE (20").
AutoCAD SHX Text
REMOVE FRUIT TREE CLUMP.
AutoCAD SHX Text
PROTECT OAK TREE.
AutoCAD SHX Text
TRIM AND PROTECT OAK TREE.
AutoCAD SHX Text
X5
AutoCAD SHX Text
X6
AutoCAD SHX Text
X7
AutoCAD SHX Text
X8
AutoCAD SHX Text
X11
AutoCAD SHX Text
W1
AutoCAD SHX Text
REMOVE AND REPLACE OLEANDERS TO BEHIND RIGHT-OF-WAY.
AutoCAD SHX Text
REMOVE CENTURY PLANTS AND JUNIPER SHRUBS.
AutoCAD SHX Text
X14
AutoCAD SHX Text
X15
AutoCAD SHX Text
PER DETAIL
AutoCAD SHX Text
RELOCATE EXISTING FIRE HYDRANT PER CITY OF SANTA ROSA
AutoCAD SHX Text
STD PLAN 857.
AutoCAD SHX Text
RECONSTRUCT ROADWAY PER DETAIL
AutoCAD SHX Text
CONSTRUCT PATH PER DETAIL
AutoCAD SHX Text
CONSTRUCT DRIVEWAY CONFORM AT PATH PER DETAIL
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
REMOVE EXISTING BOLLARD.
AutoCAD SHX Text
R10
AutoCAD SHX Text
PLACE 12" WIDE WHITE THERMOPLASTIC CROSSWALK/LIMIT LINE
AutoCAD SHX Text
STRIPE PER CALTRANS STD PLAN A24E.
AutoCAD SHX Text
PLACE WHITE THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD
AutoCAD SHX Text
PLAN A24D.
AutoCAD SHX Text
R13
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R14
AutoCAD SHX Text
R15
AutoCAD SHX Text
R16
AutoCAD SHX Text
PLACE DETECTABLE WARNING SURFACE (3' x 5'), SET IN 4" OF
AutoCAD SHX Text
CONCRETE.
AutoCAD SHX Text
SAWCUT EXISTING PAVEMENT AND CONFORM.
AutoCAD SHX Text
R20
AutoCAD SHX Text
R22
AutoCAD SHX Text
ADJUST EXISTING WATER VALVE FRAME AND COVER TO FINISHED GRADE.
AutoCAD SHX Text
W5
AutoCAD SHX Text
R1
AutoCAD SHX Text
R2
AutoCAD SHX Text
R3
AutoCAD SHX Text
ADJUST EXISTING WATER METER BOX AND COVER TO FINISHED GRADE.
AutoCAD SHX Text
W4
AutoCAD SHX Text
REMOVE AND SALVAGE EXISTING PLANTERS/BUCKETS. CONTRACTOR
AutoCAD SHX Text
TO COORDINATE WITH OWNER.
AutoCAD SHX Text
INSTALL UTILITY POLE SIDEWALK GUY ANCHOR (BY OTHERS).
Coa
stla
nd C
ivil
Engi
neer
ing,
Inc.
MARCH 2019
249
ST
A 1
33
+5
0 T
O S
TA
1
38
+0
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PL
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16-3883
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133+
50
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8
MA
TC
H LIN
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TA
138+
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SE
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10
GRANT STREET
NOTE
CONSTRUCTION NOTES
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
6' HIGH WIRE FENCE
AutoCAD SHX Text
1/2" GAS
AutoCAD SHX Text
W
AutoCAD SHX Text
APPROX.ROW, TYPROW, TYP
AutoCAD SHX Text
FINISH GRADE AT ROADWAY CONTROL LINE
AutoCAD SHX Text
EXISTING GROUND AT ROADWAY CONTROL LINE
AutoCAD SHX Text
EX 2" GAS
AutoCAD SHX Text
EX 10" W
AutoCAD SHX Text
HEIDI E. UTTERBACK, RCE 53723
AutoCAD SHX Text
S
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A
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F
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C
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
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JWM
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JWM/HEU
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CITY OF CALISTOGA
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.
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GRAPHIC SCALE
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1"=20'-0"
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20
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40
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20
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0
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2779
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APN 011-390-016
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APN 011-390-028
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APN 011-390-029
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APN 011-010-030
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SEE SHEETS 12 THROUGH 17 FOR PATH HORIZONTAL AND VERTICAL DESIGN CONTROL
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R1
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TRIM AND PROTECT WALNUT TREE.
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X12
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RECONSTRUCT ROADWAY PER DETAIL
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CONSTRUCT PATH PER DETAIL
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CONSTRUCT DRIVEWAY CONFORM AT PATH PER DETAIL
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R2
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R3
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1
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3
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1
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3
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2
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3
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RELOCATE EXISTING MAILBOX PER CITY OF SANTA ROSA STD
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PLAN 271.
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R8
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RELOCATE AND SALVAGE EXISTING WINE BARREL. CONTRACTOR
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TO COORDINATE WITH OWNER.
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RELOCATE EXISTING 6' HIGH WIRE FENCE TO RIGHT-OF-WAY LOCATION.
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R17
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R18
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ADJUST EXISTING WATER VALVE FRAME AND COVER TO FINISHED GRADE.
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W5
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ADJUST EXISTING WATER METER BOX AND COVER TO FINISHED GRADE.
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W4
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CONSTRUCTION NOTES
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6' HIGH CHAIN LINK FENCE
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6' HIGH WOOD
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& WIRE FENCE
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JOINT POLE WITH DROP ON SOUTH SIDE
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EXISTING LIP OF GUTTER
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APPROX.ROW, TYPROW, TYP
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FINISH GRADE AT ROADWAY CONTROL LINE
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EXISTING GROUND AT ROADWAY CONTROL LINE
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EX 2" GAS
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EX 10" W
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HEIDI E. UTTERBACK, RCE 53723
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
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JWM
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JWM/HEU
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CITY OF CALISTOGA
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.
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GRAPHIC SCALE
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1"=20'-0"
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20
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40
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20
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0
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2551
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APN 011-010-030
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APN 011-500-001
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APN 011-390-018
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APN 011-390-036
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APN 011-390-035
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APN 011-390-029
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SEE SHEETS 12 THROUGH 17 FOR PATH HORIZONTAL AND VERTICAL DESIGN CONTROL
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R1
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PROTECT OAK TREE.
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PROTECT PINE TREE.
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PROTECT ORNAMENTAL TREE.
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TRIM AND PROTECT WALNUT TREE.
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TRIM AND PROTECT OLIVE TREE.
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X8
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X9
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X10
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X12
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X13
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W1
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RELOCATE EXISTING FIRE HYDRANT PER CITY OF SANTA ROSA
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STD PLAN 857.
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RELOCATE EXISTING HOSE BIB TO RIGHT-OF-WAY LOCATION.
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W2
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RECONSTRUCT ROADWAY PER DETAIL
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CONSTRUCT PATH PER DETAIL
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R2
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1
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3
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1
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3
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PLACE BRIDGE SAFETY RAILING PER DETAIL
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R6
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1
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4
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CONSTRUCT 6' HIGH CHAIN LINK FENCE PER CALTRANS STD
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PLAN A85.
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R12
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RELOCATE EXISTING 6' HIGH WIRE FENCE TO RIGHT-OF-WAY LOCATION.
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R14
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R18
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PLACE DETECTABLE WARNING SURFACE (3' x 5'), SET IN 4" OF
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CONCRETE.
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R20
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ADJUST EXISTING WATER VALVE FRAME AND COVER TO FINISHED GRADE.
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W5
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ADJUST EXISTING WATER METER BOX AND COVER TO FINISHED GRADE.
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W4
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RELOCATE GATE TO RIGHT-OF-WAY LOCATION.
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R25
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INSTALL UTILITY POLE SIDEWALK GUY ANCHOR (BY OTHERS).
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MARCH 2019
2411
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W
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(3) MAILBOXES
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W
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GATE KEY PAD
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TOE OF BERM
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W
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W
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1/2" GAS
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1/2" GAS
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EXISTING EP
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APPROX.ROW, TYPROW, TYP
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FINISH GRADE AT ROADWAY CONTROL LINE
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EXISTING GROUND AT ROADWAY CONTROL LINE
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END ROADWAY REHAB, CONFORM TO EXISTING PAVEMENT
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EX 8" SS
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EX 10" W
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EX 2" GAS
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HEIDI E. UTTERBACK, RCE 53723
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
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JWM
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JWM/HEU
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CITY OF CALISTOGA
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.
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GRAPHIC SCALE
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1"=20'-0"
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20
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40
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20
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0
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2551
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2449
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APN 011-390-018
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APN 011-471-014
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APN 011-500-006
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SEE SHEETS 12 THROUGH 17 FOR PATH HORIZONTAL AND VERTICAL DESIGN CONTROL
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R1
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PROTECT ORNAMENTAL TREE.
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TRIM AND PROTECT WALNUT TREE.
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X10
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X12
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ADJUST EXISTING WATER METER/BACK FLOW PREVENTER BOX AND
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COVER TO FINISHED GRADE.
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W3
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RECONSTRUCT ROADWAY PER DETAIL
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CONSTRUCT PATH PER DETAIL
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CONSTRUCT DRIVEWAY CONFORM AT PATH PER DETAIL
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CONSTRUCT DRIVE CONFORM PER DETAIL
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R2
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R3
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R4
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1
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3
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3
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2
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3
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3
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3
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CONSTRUCT SIDEWALK RAMP PER DETAIL
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R5
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4
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3
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RELOCATE EXISTING BOULDERS. CONTRACTOR TO COORDINATE WITH
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OWNER.
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R19
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SAWCUT EXISTING PAVEMENT AT DRIVEWAY AND CONFORM.
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SAWCUT EXISTING PAVEMENT AND CONFORM.
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R21
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R22
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ADJUST EXISTING WATER METER BOX AND COVER TO FINISHED GRADE.
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W4
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MARCH 2019
2412
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W
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(3) MAILBOXES
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W
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BACKFLOW PREVENTOR
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STONE COLUMN
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STONE COLUMN
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42" HIGH WOOD FENCE
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42" HIGH CHAIN & WIRE FENCE
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42" WOOD FENCE
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6' HIGH WOOD FENCE
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DRIVEWAY
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STONE WALL
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20' SWING GATE
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5' HIGH CHAIN LINK FENCE
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42" WOOD FENCE
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1/2" GAS
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1/2" GAS
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1/2" GAS
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W
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ROADWAY
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PATH
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FINISH GRADE AT CENTERLINE OF PATH
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EXISTING GROUND AT CENTERLINE OF PATH
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PATH CENTERLINE DESIGN CONTROL TABLE
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Number
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L1
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L2
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L3
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C1
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C2
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L4
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C3
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C4
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C5
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Length
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20.81
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30.29
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61.10
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10.51
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13.51
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131.82
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8.39
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21.07
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6.88
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Radius
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17.50
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22.50
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22.50
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27.50
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17.50
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Delta Angle
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34°24'41"
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34°24'41"
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21°21'43"
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43°53'38"
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22°31'56"
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Line Direction
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S38° 29' 19"E
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S31° 14' 12"E
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S38° 29' 19"E
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S38° 29' 19"E
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Start Northing
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1978802.886
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1978786.597
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1978760.699
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1978712.875
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1978703.228
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1978690.825
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1978587.642
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1978580.265
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1978564.307
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Start Easting
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6390865.791
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6390878.742
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6390894.449
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6390932.475
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6390936.233
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6390941.064
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6391023.106
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6391026.997
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6391039.954
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Start Station
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50+00
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50+20.81
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50+51.10
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51+12.20
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51+22.71
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51+36.22
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52+68.05
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52+76.43
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52+97.50
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FOR REDUCED PLANS, THE
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ORIGINAL SCALE IS IN INCHES
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3
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0
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1
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2
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEIDI E. UTTERBACK, RCE 53723
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S
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CITY OF CALISTOGA
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.
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GRAPHIC SCALE
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1"=20'-0"
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20
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40
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20
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0
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THIS SHEET IS FOR HORIZONTAL AND VERTICAL DESIGN CONTROL OF THE PATH ONLY. SEE SHEETS 5 THROUGH 11 FOR ROADWAY AND PATH CONSTRUCTION DETAIL.
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3048
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APN 017-222-009
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APN 017-221-010
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3036
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APN 017-222-014
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3039
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3045
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APN 017-221-009
AutoCAD SHX Text
APN 017-221-018
AutoCAD SHX Text
APN 017-221-007
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(3) MAILBOXES
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W
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BACKFLOW PREVENTOR
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W
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DRIVEWAY
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1/2" GAS
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1/2" GAS
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1/2" GAS
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1/2" GAS
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1/2" GAS
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1/2" GAS
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LAWN WITH HEADER
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ROADWAY
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PATH
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FINISH GRADE AT CENTERLINE OF PATH
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EXISTING GROUND AT CENTERLINE OF PATH
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PATH CENTERLINE DESIGN CONTROL TABLE
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Number
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Length
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Radius
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Delta Angle
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Line Direction
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Start Northing
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Start Easting
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Start Station
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L5
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772.66
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S38° 29' 19"E
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1978559.889
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6391045.173
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53+04.38
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FOR REDUCED PLANS, THE
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ORIGINAL SCALE IS IN INCHES
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3
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0
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1
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2
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEIDI E. UTTERBACK, RCE 53723
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JWM/HEU
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CITY OF CALISTOGA
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.
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GRAPHIC SCALE
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1"=20'-0"
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20
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40
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20
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0
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3028
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3032
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3034
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APN 017-222-011
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APN 017-222-012
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APN 017-222-013
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APN 017-222-015
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3033
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3027
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APN 017-221-011
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APN 017-221-010
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1979
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APN 017-222-015
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3021
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APN 017-221-014
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3015
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APN 017-221-015
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THIS SHEET IS FOR HORIZONTAL AND VERTICAL DESIGN CONTROL OF THE PATH ONLY. SEE SHEETS 5 THROUGH 11 FOR ROADWAY AND PATH CONSTRUCTION DETAIL.
Coa
stla
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neer
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MARCH 2019
2414
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W
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W
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GATE
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42" WIRE FENCE
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LOCATION OF 18" TO 12" REDUCER UNKNOWN
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12"X18" WATER PEDESTAL
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1/2" GAS
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1/2" GAS
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AC DRIVEWAY
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AC DRIVEWAY
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HEADER
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PATH
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ROADWAY
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FINISH GRADE AT CENTERLINE OF PATH
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EXISTING GROUND AT CENTERLINE OF PATH
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PATH CENTERLINE DESIGN CONTROL TABLE
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Number
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C6
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C7
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L6
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C8
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C9
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L7
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C10
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C11
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L8
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C12
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C13
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L9
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C14
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C15
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L10
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C16
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C17
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L11
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Length
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9.56
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9.56
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21.79
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11.34
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11.34
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26.74
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11.32
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11.32
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17.97
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9.12
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9.12
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192.83
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6.98
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6.98
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63.29
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3.79
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9.89
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55.43
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Radius
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22.50
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22.50
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22.50
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22.50
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27.50
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27.50
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27.50
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27.50
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22.50
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22.50
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17.50
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17.50
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Delta Angle
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24°20'26"
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24°20'26"
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28°52'46"
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28°52'46"
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23°35'25"
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23°35'25"
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19°00'41"
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19°00'41"
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17°46'26"
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17°46'26"
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12°25'29"
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32°22'26"
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Line Direction
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S38° 29' 19"E
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S38° 29' 19"E
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S38° 29' 19"E
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S38° 29' 19"E
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S38° 29' 19"E
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S58° 26' 17"E
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Start Northing
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1977955.102
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1977949.088
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1977943.074
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1977926.016
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1977915.768
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1977905.521
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1977884.594
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1977877.411
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1977870.227
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1977856.162
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1977848.217
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1977840.272
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1977689.340
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1977684.632
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1977679.924
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1977630.384
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1977627.182
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1977619.960
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Start Easting
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6391526.048
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6391533.385
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6391540.722
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6391554.285
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6391558.858
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6391563.431
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6391580.070
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6391588.718
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6391597.366
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6391608.549
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6391612.950
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6391617.351
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6391737.359
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6391742.474
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6391747.589
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6391786.979
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6391789.002
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6391795.562
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Start Station
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60+77.05
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60+86.61
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60+96.16
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61+17.96
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61+29.30
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61+40.64
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61+67.37
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61+78.70
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61+90.02
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62+07.99
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62+17.11
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62+26.24
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64+19.06
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64+26.04
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64+33.02
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64+96.31
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65+00.11
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65+10
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FOR REDUCED PLANS, THE
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ORIGINAL SCALE IS IN INCHES
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3
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
AutoCAD SHX Text
707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEIDI E. UTTERBACK, RCE 53723
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JWM
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JWM/HEU
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CITY OF CALISTOGA
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.
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GRAPHIC SCALE
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1"=20'-0"
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20
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40
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20
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0
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1979
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APN 017-222-015
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3009
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3015
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APN 017-221-015
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APN 017-221-016
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1661
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APN 017-221-017
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1801
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APN 017-222-006
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THIS SHEET IS FOR HORIZONTAL AND VERTICAL DESIGN CONTROL OF THE PATH ONLY. SEE SHEETS 5 THROUGH 11 FOR ROADWAY AND PATH CONSTRUCTION DETAIL.
Coa
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Engi
neer
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Inc.
MARCH 2019
2415
ST
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7
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W
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W
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W
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W
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W
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LOW OVERHEAD WIRE
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1/2" GAS
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1/2" GAS
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1/2" GAS
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W
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W
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ROADWAY
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PATH
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FINISH GRADE AT CENTERLINE OF PATH
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EXISTING GROUND AT CENTERLINE OF PATH
AutoCAD SHX Text
PATH CENTERLINE DESIGN CONTROL TABLE
AutoCAD SHX Text
Number
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C18
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C19
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C20
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L12
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Length
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7.17
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14.34
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7.17
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669.93
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Radius
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12.50
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12.50
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12.50
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Delta Angle
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32°51'36"
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65°43'11"
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32°51'36"
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Line Direction
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S58° 26' 17"E
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Start Northing
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1977590.945
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1977585.691
AutoCAD SHX Text
1977578.591
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1977576.745
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Start Easting
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6391842.795
AutoCAD SHX Text
6391847.527
AutoCAD SHX Text
6391859.085
AutoCAD SHX Text
6391865.911
AutoCAD SHX Text
Start Station
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65+65.43
AutoCAD SHX Text
65+72.60
AutoCAD SHX Text
65+86.94
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65+94.11
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FOR REDUCED PLANS, THE
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ORIGINAL SCALE IS IN INCHES
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3
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0
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1
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2
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
AutoCAD SHX Text
ORIGINAL PLOT DATE:
AutoCAD SHX Text
707.571.8005 707.571.8037 Fax
AutoCAD SHX Text
1400 Neotomas Avenue, Santa Rosa, CA 95405
AutoCAD SHX Text
HEIDI E. UTTERBACK, RCE 53723
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S
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A
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F
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N
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A
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HEU
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JWM
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JWM/HEU
AutoCAD SHX Text
CITY OF CALISTOGA
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.
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
1"=20'-0"
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
APN 011-010-030
AutoCAD SHX Text
2779
AutoCAD SHX Text
2787
AutoCAD SHX Text
APN 011-390-016
AutoCAD SHX Text
APN 011-390-015
AutoCAD SHX Text
APN 011-390-028
AutoCAD SHX Text
THIS SHEET IS FOR HORIZONTAL AND VERTICAL DESIGN CONTROL OF THE PATH ONLY. SEE SHEETS 5 THROUGH 11 FOR ROADWAY AND PATH CONSTRUCTION DETAIL.
Coa
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MARCH 2019
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W
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W
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6' HIGH WIRE FENCE
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6' HIGH CHAIN LINK FENCE
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6' HIGH WOOD
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& WIRE FENCE
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ROADWAY
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PATH
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FINISH GRADE AT CENTERLINE OF PATH
AutoCAD SHX Text
EXISTING GROUND AT CENTERLINE OF PATH
AutoCAD SHX Text
PATH CENTERLINE DESIGN CONTROL TABLE
AutoCAD SHX Text
Number
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C21
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C22
AutoCAD SHX Text
C23
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L13
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C24
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C25
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L14
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C26
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C27
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L15
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Length
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8.45
AutoCAD SHX Text
16.90
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8.45
AutoCAD SHX Text
79.90
AutoCAD SHX Text
17.28
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17.68
AutoCAD SHX Text
92.50
AutoCAD SHX Text
16.58
AutoCAD SHX Text
12.29
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23.69
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Radius
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17.50
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17.50
AutoCAD SHX Text
17.50
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32.50
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32.50
AutoCAD SHX Text
52.50
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52.50
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Delta Angle
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27°39'38"
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55°19'15"
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27°39'38"
AutoCAD SHX Text
30°27'55"
AutoCAD SHX Text
31°10'37"
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18°05'21"
AutoCAD SHX Text
13°24'42"
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Line Direction
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S58° 26' 17"E
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S57° 43' 35"E
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S53° 02' 56"E
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Start Northing
AutoCAD SHX Text
1977226.092
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1977220.136
AutoCAD SHX Text
1977211.631
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1977209.083
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1977167.259
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1977162.458
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1977157.443
AutoCAD SHX Text
1977108.051
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1977097.153
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1977088.688
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Start Easting
AutoCAD SHX Text
6392436.739
AutoCAD SHX Text
6392442.615
AutoCAD SHX Text
6392456.459
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6392464.428
AutoCAD SHX Text
6392532.513
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6392548.902
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6392565.634
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6392643.844
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6392656.241
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6392665.112
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Start Station
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72+64.03
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72+72.48
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72+89.38
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72+97.83
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73+77.73
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73+95.01
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74+12.70
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75+05.20
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75+21.77
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75+34.06
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FOR REDUCED PLANS, THE
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ORIGINAL SCALE IS IN INCHES
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3
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0
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1
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2
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
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DRAWN BY
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CALIFORNIA
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ORIGINAL PLOT DATE:
AutoCAD SHX Text
707.571.8005 707.571.8037 Fax
AutoCAD SHX Text
1400 Neotomas Avenue, Santa Rosa, CA 95405
AutoCAD SHX Text
HEIDI E. UTTERBACK, RCE 53723
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JWM
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JWM/HEU
AutoCAD SHX Text
CITY OF CALISTOGA
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.
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
1"=20'-0"
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
APN 011-010-030
AutoCAD SHX Text
APN 011-390-029
AutoCAD SHX Text
2551
AutoCAD SHX Text
APN 011-390-018
AutoCAD SHX Text
APN 011-390-036
AutoCAD SHX Text
APN 011-390-035
AutoCAD SHX Text
APN 011-500-001
AutoCAD SHX Text
THIS SHEET IS FOR HORIZONTAL AND VERTICAL DESIGN CONTROL OF THE PATH ONLY. SEE SHEETS 5 THROUGH 11 FOR ROADWAY AND PATH CONSTRUCTION DETAIL.
Coa
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Engi
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Inc.
MARCH 2019
2417
ST
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7
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COURT
GRANT STREET
NOTE
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W
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(3) MAILBOXES
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W
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JOINT POLE WITH DROP ON SOUTH SIDE
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GATE KEY PAD
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TOE OF BERM
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W
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W
AutoCAD SHX Text
W
AutoCAD SHX Text
1/2" GAS
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1/2" GAS
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ROADWAY
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PATH
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FINISH GRADE AT CENTERLINE OF PATH
AutoCAD SHX Text
EXISTING GROUND AT CENTERLINE OF PATH
AutoCAD SHX Text
PATH CENTERLINE DESIGN CONTROL TABLE
AutoCAD SHX Text
Number
AutoCAD SHX Text
C28
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L16
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C29
AutoCAD SHX Text
C30
AutoCAD SHX Text
C31
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L17
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L18
AutoCAD SHX Text
L19
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Length
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4.94
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19.25
AutoCAD SHX Text
7.44
AutoCAD SHX Text
14.88
AutoCAD SHX Text
7.44
AutoCAD SHX Text
249.15
AutoCAD SHX Text
22.50
AutoCAD SHX Text
16.66
AutoCAD SHX Text
Radius
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52.50
AutoCAD SHX Text
27.50
AutoCAD SHX Text
27.50
AutoCAD SHX Text
27.50
AutoCAD SHX Text
Delta Angle
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5°23'21"
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15°29'56"
AutoCAD SHX Text
30°59'51"
AutoCAD SHX Text
15°29'56"
AutoCAD SHX Text
Line Direction
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S58° 26' 17"E
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S58° 26' 17"E
AutoCAD SHX Text
S57° 32' 40"E
AutoCAD SHX Text
S58° 33' 48"E
AutoCAD SHX Text
Start Northing
AutoCAD SHX Text
1977074.449
AutoCAD SHX Text
1977071.671
AutoCAD SHX Text
1977061.594
AutoCAD SHX Text
1977058.599
AutoCAD SHX Text
1977050.907
AutoCAD SHX Text
1977046.208
AutoCAD SHX Text
1976915.801
AutoCAD SHX Text
1976903.727
AutoCAD SHX Text
Start Easting
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6392684.041
AutoCAD SHX Text
6392688.121
AutoCAD SHX Text
6392704.526
AutoCAD SHX Text
6392711.311
AutoCAD SHX Text
6392723.834
AutoCAD SHX Text
6392729.572
AutoCAD SHX Text
6392941.862
AutoCAD SHX Text
6392960.846
AutoCAD SHX Text
Start Station
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75+57.75
AutoCAD SHX Text
75+62.69
AutoCAD SHX Text
75+81.94
AutoCAD SHX Text
75+89.38
AutoCAD SHX Text
76+04.26
AutoCAD SHX Text
76+11.70
AutoCAD SHX Text
78+60.84
AutoCAD SHX Text
78+83.34
AutoCAD SHX Text
FOR REDUCED PLANS, THE
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ORIGINAL SCALE IS IN INCHES
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3
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0
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1
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2
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
ORIGINAL PLOT DATE:
AutoCAD SHX Text
707.571.8005 707.571.8037 Fax
AutoCAD SHX Text
1400 Neotomas Avenue, Santa Rosa, CA 95405
AutoCAD SHX Text
HEIDI E. UTTERBACK, RCE 53723
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S
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A
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No. 53723
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JWM/HEU
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CITY OF CALISTOGA
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.
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GRAPHIC SCALE
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1"=20'-0"
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20
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40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
APN 011-500-001
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2551
AutoCAD SHX Text
2449
AutoCAD SHX Text
APN 011-390-018
AutoCAD SHX Text
APN 011-471-014
AutoCAD SHX Text
APN 011-500-006
AutoCAD SHX Text
THIS SHEET IS FOR HORIZONTAL AND VERTICAL DESIGN CONTROL OF THE PATH ONLY. SEE SHEETS 5 THROUGH 11 FOR ROADWAY AND PATH CONSTRUCTION DETAIL.
116+00
116+25
116+50
116+75
117+00
117+25
117+50
117+75
118+00
118+25
118+50
118+75
119+00
119+25
119+50
119+75
120+00
120+25
120+50
120+75
121+00
Coa
stla
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Engi
neer
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Inc.
MARCH 2019
2418
ST
A 1
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16-3883
CROSS SECTION SCALES
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DRIVEWAY
AutoCAD SHX Text
DRIVEWAY
AutoCAD SHX Text
NAPA RIVER BRIDGE
AutoCAD SHX Text
NAPA RIVER BRIDGE
AutoCAD SHX Text
PATHWAY
AutoCAD SHX Text
PATHWAY
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PATHWAY
AutoCAD SHX Text
PATHWAY
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DRIVEWAY
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PATHWAY (TYP)
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1.5%%%
AutoCAD SHX Text
TYP
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HEIDI E. UTTERBACK, RCE 53723
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No. 53723
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ORIGINAL SCALE IS IN INCHES
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3
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0
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1
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2
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PROJECT NUMBER
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DRAWING DATE
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SHEET NUMBER
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OF
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DATE
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REVIEWED BY
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PREPARED UNDER THE DIRECTION OF
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DESIGNED BY
AutoCAD SHX Text
DRAWN BY
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CALIFORNIA
AutoCAD SHX Text
ORIGINAL PLOT DATE:
AutoCAD SHX Text
707.571.8005 707.571.8037 Fax
AutoCAD SHX Text
1400 Neotomas Avenue, Santa Rosa, CA 95405
AutoCAD SHX Text
HEU
AutoCAD SHX Text
JWM
AutoCAD SHX Text
JWM/HEU
AutoCAD SHX Text
CITY OF CALISTOGA
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HORIZ. 1"=10'
AutoCAD SHX Text
VERT. 1"=10'
121+25
121+50
121+75
122+00
122+25
122+50
122+75
123+00
123+25
123+50
123+75
124+00
124+25
124+50
124+75
125+00
125+25
125+50
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neer
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Inc.
MARCH 2019
2419
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16-3883
CROSS SECTION SCALES
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DRIVEWAY
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DRIVEWAY
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DRIVEWAY
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DRIVEWAY
AutoCAD SHX Text
PATHWAY (TYP)
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1.5%%%
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TYP
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HEIDI E. UTTERBACK, RCE 53723
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
AutoCAD SHX Text
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139+50
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140+00
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Inc.
MARCH 2019
2423
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16-3883
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ORIGINAL PLOT DATE:
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
AutoCAD SHX Text
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MARCH 2019
2424
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707.571.8005 707.571.8037 Fax
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1400 Neotomas Avenue, Santa Rosa, CA 95405
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HEU
AutoCAD SHX Text
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