84 101
82 NOVEMBER DR
FESTIVAL DR
SEPTEMBER DR
FIESTA LN
CRANBERRY DR
CREEKLINE DR
HIGHWAY 85
OCTOBER WAY
FALL CT
FESTIVAL CT
PUMPKIN DR
CRANBERRY CIR
NOVEMBER DR
\\BKF-RC\VOL4\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C0.0-COVER.DWG
SHEET OF REVISIONS
IMPROVEMENT PLANS FOR
FILE:
SCALE:
PROJ. ENGR:
CHECKED:
DRAWN:
DESIGNED:
DATE: FEBRUARY 10, 2023
RM
SP
AD
APPR.CITY
DATEAPPR.DATE
DESIGN
BY
DESIGN
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 15 BKF ENGINEERS
255 SHORELINE DRIVE
SUITE 200
REDWOOD CITY, CA 94065
(650) 482-6300
www.bkf.com
100% SUBMITTAL
NOT FOR CONSTRUCTION
CITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA
CITY OF CUPERTINO
PUBLIC WORKS DEPARTMENT
1 1 C0.0 TITLE SHEET
2 C0.1 GENERAL NOTES
3 C1.0 DEMOLITION PLAN / POTHOLE PLAN
4 C2.0 PLAN AND PROFILE - FIESTA LN
5 C2.1 PLAN AND PROFILE - SEPTEMBER DR / FESTIVAL DR
6 C3.0 DETAILS (1 OF 3)
7 C3.1 DETAILS (2 OF 3)
8 C3.2 DETAILS (3 OF 3)
9 S1.0 PROJECT DESIGN DATA
10 S2.0 TRANSITION STRUCTURE #1
11 S3.0 TRANSITION STRUCTURE #2
12 S4.0 TRANSITION STRUCTURE #3
13 S5.0 JUNCTION STRUCTURE
14 S6.0 CLOSURE PIECES
15 C4.0 CONSTRUCTION BMPS
PUMPKIN-FIESTA
STORM DRAIN IMPROVEMENT PROJECT
PROJECT NO. 2022-01
CUPERTINO, CALIFORNIA
SHEET INDEX
SHEET No. TITLE DRAWING
PROJECT BASIS OF BEARING
PROJECT BENCHMARK
ELEV DATUM:
THE BASIS OF BEARINGS FOR THIS SURVEY IS GPS
DERIVED AND IS ON NAD83(2011) EPOCH 2010.00,
CALIFORNIA STATE PLANE ZONE 2. DISTANCES ARE
GROUND DISTANCES. MULTIPLY GROUND DISTANCES BY
1.0000711312 TO OBTAIN GRID DISTANCES.
ELEVATIONS SHOWN ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD88).
SITE MAP
LOCATION MAP
N
N
NO SCALE
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS
TITLE SHEET
SCALE: 1" = 150'
3-15-2023
R:\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C0.1-NOTES.DWGSHEET OF REVISIONSIMPROVEMENT PLANS FORFILE:SCALE:PROJ. ENGR:CHECKED:DRAWN:DESIGNED:DATE:FEBRUARY 10, 2023RMSPAD APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CUPERTINOCITY OF15BKF ENGINEERS255 SHORELINE DRIVESUITE 200REDWOOD CITY, CA 94065(650) 482-6300www.bkf.com 100% SUBMITTALNOT FOR CONSTRUCTIONCITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA
CITY OF CUPERTINOPUBLIC WORKS DEPARTMENT
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS (LATEST EDITION, AS AMENDED), AND STANDARD PLANS (LATEST EDITION, AS AMENDED), AND CITY OFCUPERTINO STANDARD DETAILS, AND CUPERTINO SANITARY DISTRICT STANDARD DETAILS. THE CONTRACTOR SHALL PERFORMTHE WORK DESCRIBED IN THE SPECIFICATION, AND AS SHOWN ON THE DRAWINGS, AND TO THE SATISFACTION OF THE CITYENGINEER.2.APPROVAL OF THESE PLANS SHALL NOT RELEASE THE CONTRACTOR OF THE RESPONSIBILITY FOR CORRECTIONS OF MISTAKES,ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION OF IMPROVEMENTS, PUBLIC INTERESTREQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO STANDARD DETAILS OR THESE IMPROVEMENTSPLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THEMANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE CONTRACTOR.3.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE APPROVED PLANS OR THE LATEST REVISED PLANS AREFURNISHED TO ITS SUBCONTRACTORS, AND TO ENSURE THE LATEST APPROVED PLANS ARE ONSITE AT ALL TIMES DURINGCONSTRUCTION.4.THE CONTRACTOR SHALL NOTIFY THE CITY TWO (2) WORKING DAYS PRIOR TO REQUIRING AN INSPECTION.5.CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PRIOR TO BEGINNING OF WORK.6.THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE AREA OF WORK. THE CONTRACTOR SHALL CONTACTUNDERGROUND SERVICE ALERT (USA) AT 811 TWO (2) WORKING DAYS IN ADVANCE OF ANY WORK FOR LOCATION OF THEUNDERGROUND FACILITIES.7.STORM DRAIN LINES INSTALLED AS PART OF THE WORK ON THESE PLANS SHALL BE CLEARED OF ALL DEBRIS AND OBSTRUCTIONSPRIOR TO FINAL ACCEPTANCE.8.ALL TRENCH BACKFILL, FILL AREAS, AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95% RELATIVE COMPACTION. FOR TYPICALTRENCH SECTIONS, EXCEPT FOR SANITARY SEWERS, REFER TO THE CITY STANDARD DETAIL 4-24 ON SHEET C3.0.9.TREES, ROOTS, AND FOREIGN MATTER IN EXISTING OR PROPOSED RIGHT-OF-WAY SHALL BE REMOVED TO A DEPTH OF TWO (2)FEET BELOW SUBGRADE AND DISPOSED OF PER CALTRANS STANDARDS. IN THE CASE OF LIVE TREE ROOTS FROM CITY STREETTREES, CONTRACTOR SHALL CONTACT THE CITY FOR FIELD OBSERVATION PRIOR TO REMOVING TREE ROOTS.10.TRENCH PLATES IN THE TRAVELED WAY SHALL BE TRAFFIC RATED AND PROPERTY SECURED.11.ALL NEW PAVEMENT SHALL MATCH THE EXISTING PAVEMENT SECTION. A MINIMUM PAVEMENT SECTION OF 3” AC/ 6” CLASS 2 AB ISREQUIRED.12.EXISTING PAVEMENT THAT IS REMOVED OR DAMAGED SHALL BE REPLACED AS REQUIRED BY THE CITY ENGINEER.13.MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FINISH GRADE PRIOR TO FINAL SIGNOFF.14.CONCRETE FOR USE IN ALL CONCRETE STRUCTURES SHALL CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS SECTION 90 UNLESS NOTED OTHERWISE ON PROJECT STRUCTURAL PLANS. DROP INLETS,SIDEWALKS, CURBS AND GUTTERS SHALL CONTAIN 590 LBS. OF CEMENT PER CUBIC YARD AND SHALL ATTAIN A MINIMUMSTRENGTH OF 3,000 PSI IN 28 DAYS.15.DROP INLETS SHALL BE CONSTRUCTED CONFORMING TO CITY STANDARD DETAILS UNLESS OTHERWISE NOTED ON THEPLANS. DROP INLETS SHALL BE INSTALLED CONCURRENT WITH THE CONSTRUCTION OF THE CURB AND GUTTER “NO DUMPINGFLOWS TO THE BAY.” PLAQUE SHALL BE INSTALLED ON THE CURB ADJACENT TO ALL INLETS.16.ONE POUND OF DISPERSING BLACK SHALL BE MIXED WITH EACH CUBIC YARD OF CONCRETE AT THE BATCH PLANT.17.NEW CITY STANDARD STREET MONUMENTS AND OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BEREPLACED BEFORE ACCEPTANCE OF THE IMPROVEMENTS BY THE CITY ENGINEER. ATTENTION IS DIRECTED TO SECTION 8771 OFTHE CALIFORNIA BUSINESS AND PROFESSIONS CODE FOR THE REQUIREMENTS CONCERNING SURVEY MONUMENTS. EXISTINGSURVEY MONUMENTS SHALL BE LOCATED AND REFERENCED BY OR UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR ORREGISTERED CIVIL ENGINEER PRIOR TO CONSTRUCTION OPERATIONS, AND A CORNER RECORD OR RECORD OF SURVEY SHALLBE FILED WITH THE COUNTY SURVEYOR OF THE COUNTY OF SANTA CLARA. EXISTING SURVEY MONUMENTS SHALL BE RESET TOFINISH GRADE, AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR OF THE COUNTYOF SANTA CLARA PRIOR TO THE RECORDING OF THE CERTIFICATE OF COMPLETION FOR THE PROJECT.18.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEANCONDITION.19.CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANYTREES.20.UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANYACTIVITY, WHICH DISTURBS THE SOIL.21.CUPERTINO SANITARY DISTRICT INSPECTORS SHALL BE NOTIFIED 48 HOURS PRIOR TO WORK ON AND NEAR DISTRICT ASSETS AT(408) 253-7071.
PROPOSED EXISTINGPROPERTY LINESTORM DRAIN LINESTORM DRAIN LATERALSTORM DRAIN MANHOLESANITARY SEWER LINESANITARY SEWER MANHOLEWATER LINEGAS LINEOVERHEAD LINEDEMOLITION LINEMINOR CONTOUR LINEMAJOR CONTOUR LINEFENCE LINE
NO SCALE GENERAL NOTES
1.MATERIALS FOR PIPE, MANHOLES AND CLEANOUTS AND INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITHAPPLICABLE SECTIONS OF THE DISTRICT'S STANDARD SPECIFICATIONS AND THESE PLANS AND DETAILS SHOWN HEREON.2.ALL TRENCH EXCAVATION AND BACKFILL FOR SEWER LINES SHALL CONFORM TO THE REQUIREMENTS OF CITY OF CUPERTINOSTANDARD SPECIFICATIONS. JETTING OF BACKFILL MATERIALS TO ACHIEVE COMPACTION IS NOT ALLOWED.3.ALL EARTHWORK SHALL BE COMPLETED IN ACCORDANCE WITH REQUIREMENTS OUTLINED IN THE "GEOTECHNICALRECOMMENDATIONS REPORT PUMPKIN FIESTA PHASE 1 STORM DRAIN CUPERTINO, CALIFORNIA" BY HALEY ALDRITCH DATED MAY2022.4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND PERFORMANCE OF ALL SHORING AND BRACING INACCORDANCE WITH CALIFORNIA OSHA REQUIREMENTS.
1.ALL PAVING SHALL CONFORM TO CITY OF CUPERTINO STANDARD DETAILS.2.AGGREGATE BASE SHALL CONFORM TO CLASS 2, 1-1/2" MAXIMUM PER SECTION 26 OF THE STATE STANDARD SPECIFICATIONS,UNLESS OTHERWISE NOTED AND SHOULD ALSO BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95% BASED ON ASTMTEST PROCEDURE D-1557-78, AND CONFORM TO CITY OF CUPERTINO STANDARDS.3.ASPHALT TO CONFORM TO SECTION 39 "ASPHALT CONCRETE" OF STATE STANDARD SPECIFICATIONS; TYPE B WITH 1/2" MAXIMUM,MEDIUM GRADATION, UNLESS OTHERWISE NOTED.4.PORTLAND CEMENT CONCRETE SHALL CONFORM TO CLASS A, WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.5.FLAT CONCRETE WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF CUPERTINO STANDARDSPECIFICATIONS.6.THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND CEMENT CONCRETE OR ASPHALT CONCRETE PAVING UNTIL THEFORMS AND SUBGRADE AND/OR AGGREGATE BASE HAVE BEEN INSPECTED BY THE CITY/DISTRICT INSPECTOR AS APPROVED BYTHE ENGINEER IN CHARGE OF CONSTRUCTION.7.EDGE OF EXISTING PAVEMENT SHALL BE TACK COATED PRIOR TO CONSTRUCTION OF NEW PAVEMENT.8.ALL EXISTING FACILITIES SHALL BE ADJUSTED TO FINISH GRADE AS DIRECTED BY CITY/DISTRICT INSPECTOR. MANHOLES, WATERVALVE BOXES, CLEAN OUT FRAMES AND COVERS SHALL BE BROUGHT TO FINISHED GRADE BY THE CONTRACTOR AFTER PAVING ISCOMPLETED.9.IF ANY PORTION OF EXISTING SIDEWALK AND/OR CURB & GUTTER ARE TO BE REMOVED, CONTRACTOR SHALL REPLACE INACCORDANCE TO CITY OF CUPERTINO STANDARD DETAILS & SPECIFICATIONS.
CAST-IN-PLACE CLOSURE PIECE JUNCTION/ TRANSITION STRUCTUREPOTHOLE LOCATION ABAGGREGATE BASEACASPHALT CONCRETEADAREA DRAINBWBACK OF WALKCIPCAST IN PLACECITYCITY OF CUPERTINOCFSCUBIC FEET PER SECONDCLCENTERLINECLFCHAIN-LINK FENCECONC CONCRETECOCLEAN OUTDIPDUCTILE IRON PIPE(E), EXEXISTINGEGEXISTING GRADEELELEVATIONEPEDGE OF PAVEMENTESTESTIMATEDFCFACE OF CURBFGFINISHED GRADEFLFLOWLINEFKCLFIBERGLASS-KRAFT WRAPPED--CEMENT LINEDFSFINISHED SURFACEFTFEETGGASIDINSIDE DIAMETERINV INVERT/ INLET ELEVATIONLAT LATERALLFLINEAR FEETLTLEFTNTSNOT TO SCALEODOUTSIDE DIAMETERPHPOTHOLEPVCPOLYVINYL CHLORIDEPVMTPAVEMENTRCBREINFORCED CONCRETE BOXRCP REINFORCED CONCRETE PIPERIMELEVATION OF RIMR0WRIGHT OF WAYRTRIGHTSD STORM DRAINSDMHSTORM DRAIN MANHOLESPECSSPECIFICATIONSSTASTATIONSTDSTANDARDTYPTYPICALWWATERUTILUTILITYX-INGCROSSING 2 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSS SDSDSD
SDSD
SDSD
SDSDSD
SD
WWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWW18" RCP SD18" RCP SD
18" RCP SD
36" RCP SD48" RCP SD78" RCP SD
6" VCP SS6" VCP SS
6" VCP SS
8" PVC SS
8" PVC SS
GASGASGASGASGASGASGASGASGASGASGASGAS
WWWWWWWWWW
GASGASGASGAS
WWWWWWWWWWWWWWWWWWWWWWWWWW
8" DIP W4" DIP W
8" DIP W
8" DIP W
8" DIP W
8" DIP W
4" DIP W
SSSS
SSSSSSSSSS
6" PVC SS
8.625" FKCL W
WWW
GASGASGASGASGASGASGASGASGASGASGASGASGAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGAS
GASGASGASGASGASGASGASGAS
OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH
2" GAS
2" GAS
2" GAS2" GAS
2" GAS
3" GAS2" GAS 2" GAS
WW
W
WW
WW
WWWW
SSSSSSSSSSSS
SSSSSS
GASGAS
8.625" FKCL WWWWWWWWWW
SSSSSSSSSS
COCO
8" DIP W8" PVC SS8" DIP W4" DIP W
7899FIESTA LN7895FIESTA LN7887FIESTA LN7883FIESTA LN
7898FIESTA LN7894FIESTA LN7890FIESTA LN7886FIESTA LN
7883FIESTA LN
7902FESTIVAL CT
988SEPTEMBER DR992SEPTEMBER DR
7886FESTIVAL DR7860FESTIVAL DR7854FESTIVAL DR
FESTIVAL DRFESTIVAL DR
REMOVE APPROX.225 LF OF EXISTING18" RCP
REMOVE APPROX.250 LF OF EXISTING18" RCP
REMOVE APPROX. 196LF OF EXISTING 36" RCP
REMOVE EXISTINGSTORM DRAINMANHOLEREMOVE EXISTINGSTORM DRAINMANHOLE REMOVE EXISTINGSTORM DRAINMANHOLEREMOVE APPROX.46 LF OF EXISTING48" RCPREMOVE EXISTINGSTORM DRAINMANHOLE REMOVE EXISTINGSTORM DRAINMANHOLEREMOVE APPROX.112 LF OF EXISTING18" RCP REMOVE EXISTINGSTORM DRAINMANHOLEREMOVE APPROX.26 LF OF EXISTING36" RCPREMOVE APPROX.49 LF OF EXISTING8" RCP 4 56
7 9
21 3
8 10
\\BKF-RC\VOL4\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C1.0_DEMO-PLAN.DWGSHEET OF REVISIONSIMPROVEMENT PLANS FORFILE:SCALE:PROJ. ENGR:CHECKED:DRAWN:DESIGNED:DATE:FEBRUARY 10, 2023RMSPAD APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CUPERTINOCITY OF15BKF ENGINEERS255 SHORELINE DRIVESUITE 200REDWOOD CITY, CA 94065(650) 482-6300www.bkf.com 100% SUBMITTALNOT FOR CONSTRUCTIONCITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA
CITY OF CUPERTINOPUBLIC WORKS DEPARTMENT
NOTES1.CONTRACTOR SHALL POTHOLE TO EXPOSE AND VERIFY LOCATIONAND ELEVATION OF EXISTING UTILITIES PERCEIVED TO BE INCONFLICT. THE POTHOLE LOCATIONS SHOWN ON THIS SHEET ARETHE MINIMUM REQUIRED AND ADDITIONAL POTHOLES MAY BENEEDED.2.CONTRACTOR SHALL POTHOLE LOCATIONS SHOWN PRIOR TOEXCAVATION AND PROCURING MATERIALS.
DEMOLITION PLAN / POTHOLE PLAN
POTHOLE TABULATION TABLENO.DESCRIPTIONGROUND ELEV.DEPTH8" WATER MAIN324.20TBD2" GAS MAIN324.00TBD8" WATER MAIN321.87TBD1" WATER SERVICE319.47TBD2" GAS MAIN318.57TBD8" WATER MAIN318.60TBD8" WATER MAIN319.44TBD8" WATER MAIN317.52TBD1" WATER SERVICE314.10TBD8" WATER MAIN311.89TBD 3 123456789
AS SHOWN
PLANSCALE: 1" = 30'
10 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SDSDSD
SDSDSDSDSDSDSD
SDSD
WWWWWWWWWWWWWWWWWWWWW
WWWWWWW
WWW
18" RCP SD18" RCP SD6" VCP SS6" VCP SS
GASGASGASGASGASGASGASGASGASGASGASGAS
WWWWWWWWWWW
8" DIP W8" DIP W 8" DIP W
SSSSSSSSSSSSSSSSSSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
GASGASGASGASGASGASGASGASGASGASGASGAS
OHOHOHOHOHOH
3" GAS2" GAS 2" GAS
WWWW
WWWW
WWWWWWWW
SSSSSSSSSS
SSSSSSSS
7899FIESTA LN7895FIESTA LN7887FIESTA LN7883FIESTA LN
7898FIESTA LN7894FIESTA LN7890FIESTA LN7886FIESTA LN
993NOVEMBER DR
999NOVEMBER DR
1005NOVEMBER DR
37 LF - 36" RCP182 LF - 4'x2' RCB103 LF - 36" RCP
TRANSITION STRUCTURE #1STA 2+07.67
(N) SDMH #2STA 4+36.25
TRANSITION STRUCTURE #2STA 3+94.39
STA 4+28.20(E) 8" W X-INGSTA 4+07.24(E) 2" G X-INGSTA 1+60.22(E) SS LAT X-INGSTA 1+14.66(E) 2" G X-INGSTA 1+06.39(E) 8" W X-INGSTA 2+74.61(E) SS LAT X-INGSTA 3+28.48(E) SS LAT X-INGSTA 3+84.39(E) SS LAT X-ING PROTECT (E) 8" WIN PLACESDMH #1STA 1+00.00
1S3.01S2.0
(E) THRUST BLOCKPROTECT IN-PLACE2C3.0 3C3.0
EXISTING GRADE OVERSD CENTERLINE
STA 4+07.24INV 315.5±(E) 2" G X-INGSTA 4+28.20INV 314.4±(E) 8" W X-ING6" Ø VCP SSSTA 2+74.61INV 313.01(E) SS LAT X-ING STA 3+28.48INV 312.52(E) SS LAT X-ING
STA 3+84.39INV 312.01(E) SS LAT X-ING
18" Ø RCP SD182 LF - 4'x2' PRECASTCONCRETE BOX, S=0.01037 LF - 36" Ø RCP,S=0.014 STA 1+06.39INV 319.8±(E) 8" W X-ING
103 LF - 36" Ø RCP, S=0.0076" Ø VCP SSSTA 1+60.22INV 314.19(E) SS LAT X-ING 18" Ø RCP SDSTA 1+14.66INV 320.4±(E) 2" G X-ING
3.0'0.4'0.4'0.4' 0.6'4.3'0.4' 1.4'0.8'1.5'
STA 1+00.00SDMH #1RIM 324.37EX 8" INV IN: 321.71' (N)EX 8" INV IN: 318.62 (SE)EX 18" INV IN: 315.73' (W)36" INV OUT: 315.68 (E) STA 2+07.67TRANSITION STRUCTURE #1RIM 322.1836" INV IN: 314.95' (W)4'x2' INV OUT: 314.95' (E) STA 3+94.39TRANSITION STRUCTURE #2RIM 318.554'x2' INV IN: 313.09' (W)36" INV OUT: 310.92' (E)STA 4+36.25SDMH #2RIM 318.64EX 8" INV IN: 314.78 (NW)EX 8" INV IN: 314.99 (SW)36" INV IN: 310.32 (W)36" INV OUT: 310.32 (N) LEGENDREPLACE EXISTING MANHOLE WITH NEW MANHOLEPER CITY OF CUPERTINO DETAIL 3-14 ON SHEET C3.0 CONSTRUCTION NOTES1.CONTRACTOR TO VERIFY EXISTING STORM DRAINLATERALS TO REMAIN IN PLACE AND SHALL RECONNECTALL EXISTING STORM DRAIN LATERALS TO NEWSTRUCTURES.2.CONTRACTOR SHALL SLURRY SEAL FULL WIDTH OF THESTREET WHERE TRENCHED INCLUDING RETURNS.3.CONTRACTOR TO COORDINATE WITH PG&E FORINSPECTIONS DURING CONSTRUCTION WHEN CROSSINGEXISTING GAS MAIN.4.CONTRACTOR SHALL INSTALL TEMPORARY SEWERBYPASS SYSTEM TO FACILITATE SEWER MAINREPLACEMENT.5.ALL STORM DRAIN PIPE, BOX AND MANHOLE JOINT SHALLBE WATER TIGHT.6.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THELOCATION AND DEPTH OF ALL EXISTING UTILITIES SHOWN.THE CITY SHALL BE NOTIFIED IMMEDIATELY OF ANYNECESSARY CHANGES TO THE PLANS.7.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TOREMAIN IN THE WORK AREA DURING CONSTRUCTION.8.CONTRACTOR SHALL PROVIDE ADVANCE NOTICE ANDCOORDINATE WITH SAN JOSE WATER TO SHUTOFF WATERSERVICE, IF NEEDED, TO PREVENT DAMAGE TO EXISTINGWATER MAIN.
INSTALL MANHOLE ON TOP OF BOX PER DETAIL 2SHOWN FOR REFERENCE ONLY ON SHEET C3.1CONNECT NEW STORM DRAIN LATERAL TO PRECASTBOX PER DETAIL 1 SHOWN FOR REFERENCE ONLY ONSHEET C3.1REPLACE 40' OF EXISTING 8" PVC SS WITH NEW 8" DIAFUSED SDR 17 HDPE WITH STEEL CASING PER DETAIL5 ON SHEET C3.2INSTALL CONCRETE CASEMENT PER DETAIL 4 ONSHEET C3.2 1 2
3 4
5 340
330
320
310
1+002+003+00300
340
330
320
310
3000+00
R:\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C2.0_PLAN-PROFILE.DWGSHEET OF REVISIONSIMPROVEMENT PLANS FORFILE:SCALE:PROJ. ENGR:CHECKED:DRAWN:DESIGNED:DATE:FEBRUARY 10, 2023RMSPAD APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CUPERTINOCITY OF15BKF ENGINEERS255 SHORELINE DRIVESUITE 200REDWOOD CITY, CA 94065(650) 482-6300www.bkf.com 100% SUBMITTALNOT FOR CONSTRUCTIONCITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA CITY OF CUPERTINOPUBLIC WORKS DEPARTMENT4
PLANSCALE: 1" = 20'
PROFILESCALE: 1" = 20' HORIZ.1" =4' VERT.4+004+60AS SHOWN PLAN AND PROFILE - FIESTA LN MATCHLINE - STA 4+60SEE SHEET C2.1
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SDSD36" RCP SD48" RCP SD78" RCP SD
8" PVC SS
8" PVC SSGASGAS
WWWWWWWWWWWWWWW
8" DIP W
8.625" FKCL W
GASGASGASGASGAS
GASGASGASGASGASGASGASGASGASGASGASGASGAS2" GAS
2" GAS
WW
GASGASGASGASCOCORIM: 309.84(E) 36" INV: 304.24 (N)(E) 36" INV: 304.19 (NE)RIM: 309.66(E) 36" INV: 304.13 (NE) RIM: 309.33(E) 36" INV: 304.03 (NW)(E) 36" INV: 303.81 (SW)RIM: 310.18(E) 36" INV: 305.49 (SW) 7886FESTIVAL DR7860FESTIVAL DR7854FESTIVAL DR
7885FESTIVAL DR7886FESTIVAL DR
97 LF - 7'x3' RCB48 LF - 7'x4' RCB
3.5'5.6'53 LF - 7'x3' RCBTRANSITION STRUCTURE #3STA 9+30.13STA 9+08.09(E) 8" SS X-INGCAST-IN-PLACECLOSURE PIECE #1STA 8+05.56 STA 7+43.81(E) SS LAT X-INGSTA 7+99.54(E) SS LAT X-ING
CAST-IN-PLACECLOSURE PIECE #2STA 8+70.81
INSTALL APPROX.9 LF OF 36" DIARCP SD PIPE
INSTALL 5' OF NEW 36" DIARCP AND RECONNECT (E) 36"TO BOX SDMH #3 (ON BOX)STA 7+92.761
21S6.0S6.0
S4.0
1C3.1
1C3.1
4C3.0
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSS
SDSDSDSDSDWWWWWWWWWWWWWW18" RCP SD6" VCP SS
WWWWWWWWWWW
8" DIP W
8" DIP WSS
6" PVC SS
WWW
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
GASGASGASGASGASGASGASGASGASGAS
GAS
OHOHOHOHOHOHOHOHOHOHOH
2" GAS2" GAS2" GASWW
CORIM: 316.86'(E) 8" INV: 313.96 (NW)8" DIP W8" PVC SS8" DIP W4" DIP W7883FIESTA LN7902FESTIVAL CT 988SEPTEMBER DR992SEPTEMBER DR7886FESTIVAL DR
250 LF - 36" RCP
97 LF - 7'x3' RCB
JUNCTION STRUCTURESTA 6+89.68
STA 6+99.80(E) 6" SS X-INGSTA 7+14.01(E) 8" W X-ING
STA 6+82.02(E) 8" W X-ING1S5.0
INSTALL APPROX. 43 LFOF 12" DIA RCP SD PIPEWITH CONCRETECOLLAR AT BEND (E) THRUST BLOCKPROTECT IN-PLACE3-18C3.0
12" RCPS = 0.092
1C3.0
EXISTING GRADE OVERSD CENTERLINE
STA 6+99.80INV 306.3±(E) 6" SS X-INGSTA 7+14.01INV 314.5±(E) 8" W X-ING STA 6+82.02INV 314.7±(E) 8" W X-ING8" Ø VCP SS18" Ø RCP SD250 LF - 36" Ø RCP, S=0.0062.4'1.1'2.6'4.5' STA 6+96.40INV 310.0±8" SD LAT
STA 6+89.68JUNCTION STRUCTURERIM 318.69EX 36" INV IN: 309.04 (N)36" INV IN: 308.69 (S)7'x3' INV OUT: 308.69 (E)EXISTING GRADE OVERSD CENTERLINE 78" Ø RCP SD8" Ø PVC SS97 LF - 7'x3' PRECAST CONCRETEBOX, S=0.012STA 7+43.81INV 305.91(E) SS LAT X-ING STA 7+99.54INV 304.60(E) SS LAT X-ING
36" Ø RCP SD48" Ø RCP SD8" Ø PVC SS53 LF - 7'x3' PRECASTCONCRETE BOX, S=0.049 STA 8+84.94INV 304.0036" SD LATSTA 9+04.93INV 304.0036" SD LAT STA 9+08.09INV 301.7±(E) SS 8" X-ING
(E) 2" GAS3.1' 2.2'1.7'
0.7'1.1'
STA 9+21.2816" STEEL CASING
STA 7+92.76SDMH #3 (ON BOX)RIM 314.24INV 310.40STA 8+05.56CONCRETE COLLAR #1RIM 313.957'x3' INV IN: 307.28 (W)7'x3' INV OUT: 307.28 (E) STA 8+70.81CONCRETE COLLAR #2RIM 310.897'x3' INV IN: 304.07 (W)7'x4' INV OUT: 304.07 (SE) STA 9+30.13TRANSITION STRUCTURE #3RIM 310.15EX 36" INV IN: 303.80 (E)EX 36" INV IN: 303.85 (W)7'x4' INV IN: 303.71 (NW)EX 78" INV OUT: 300.07 (SE)48 LF - 7'x4' PRECASTCONCRETE BOX,S=0.006STA 8+94.9016" STEEL CASING LEGENDREPLACE EXISTING MANHOLE WITH NEW MANHOLEPER CITY OF CUPERTINO DETAIL 3-14 ON SHEET C3.0 CONSTRUCTION NOTES1.CONTRACTOR TO VERIFY EXISTING STORM DRAINLATERALS TO REMAIN IN PLACE AND SHALL RECONNECTALL EXISTING STORM DRAIN LATERALS TO NEWSTRUCTURES.2.CONTRACTOR SHALL SLURRY SEAL FULL WIDTH OF THESTREET WHERE TRENCHED INCLUDING RETURNS.3.CONTRACTOR TO COORDINATE WITH PG&E FORINSPECTIONS DURING CONSTRUCTION WHEN CROSSINGEXISTING GAS MAIN.4.CONTRACTOR SHALL INSTALL TEMPORARY SEWERBYPASS SYSTEM TO FACILITATE SEWER MAINREPLACEMENT.5.ALL STORM DRAIN PIPE, BOX AND MANHOLE JOINT SHALLBE WATER TIGHT.6.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THELOCATION AND DEPTH OF ALL EXISTING UTILITIES SHOWN.THE CITY SHALL BE NOTIFIED IMMEDIATELY OF ANYNECESSARY CHANGES TO THE PLANS.7.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TOREMAIN IN THE WORK AREA DURING CONSTRUCTION.8.CONTRACTOR SHALL PROVIDE ADVANCE NOTICE ANDCOORDINATE WITH SAN JOSE WATER TO SHUTOFF WATERSERVICE, IF NEEDED, TO PREVENT DAMAGE TO EXISTINGWATER MAIN.
INSTALL MANHOLE ON TOP OF BOX PER DETAIL 2SHOWN FOR REFERENCE ONLY ON SHEET C3.1CONNECT NEW STORM DRAIN LATERAL TO PRECASTBOX PER DETAIL 1 SHOWN FOR REFERENCE ONLY ONSHEET C3.1REPLACE 40' OF EXISTING 8" PVC SS WITH NEW 8" DIAFUSED SDR 17 HDPE WITH STEEL CASING PER DETAIL5 ON SHEET C3.2INSTALL CONCRETE CASEMENT PER DETAIL 4 ONSHEET C3.2 1 2
3 4
5 4+60
330
320
310
300
5+006+00
330
320
310
7+208+009+009+80290
300
290
330
320
310
300
290
330
320
310
300
290
R:\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C2.0_PLAN-PROFILE.DWGSHEET OF REVISIONSIMPROVEMENT PLANS FORFILE:SCALE:PROJ. ENGR:CHECKED:DRAWN:DESIGNED:DATE:FEBRUARY 10, 2023RMSPAD APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CUPERTINOCITY OF15BKF ENGINEERS255 SHORELINE DRIVESUITE 200REDWOOD CITY, CA 94065(650) 482-6300www.bkf.com 100% SUBMITTALNOT FOR CONSTRUCTIONCITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA CITY OF CUPERTINOPUBLIC WORKS DEPARTMENT5
PROFILESCALE: 1" = 20' HORIZ.1" = 4' VERT.
PLANSCALE: 1" = 20'
7+207+00AS SHOWN PLAN AND PROFILE - SEPTEMBER DR / FESTIVAL DR MATCHLINE - STA 4+60SEE SHEET C2.0
MATCHLINE - STA 7+20SEE THIS SHEET
MATCHLINE - STA 7+20SEE THIS SHEET
PLANSCALE: 1" = 20'
PROFILESCALE: 1" = 20' HORIZ.1" = 4' VERT.
(E) 36" RCP(P) 36" RCP(P) 7' X 3' RCBINV 308.699.6'
6.0' SEESTRUCTURALDETAILS ONSHEET S5.024" (I.D.) MANHOLE RISER24" STD. CITY OF CUPERTINO RIM AND COVERRIM ELEV 318.69 INV 308.69INV 309.04
3.0'SEE NOTE 1
(N) 7' X 4' RCB(E) 78" RCP(E) 36" RCPINV 303.806.4'
8.5'
24" STD. CITY OF CUPERTINO RIM AND COVERRIM ELEV 310.15 INV 300.07INV 300.07INV 303.71SEE STRUCTURALDETAILS ON SHEET S4.00.4'SEE NOTE 1 (N) 4' X 2' RCB(N) 36" RCP5'5.7'24" (I.D.) MANHOLE RISER24" STD. CITY OF CUPERTINO RIM AND COVERRIM ELEV 318.55 INV 310.92INV 310.92INV 313.09SEE STRUCTURALDETAILS ON SHEET S3.01.0'SEE NOTE 1 5'
5.8'
24" STD. CITY OF CUPERTINO RIM AND COVERRIM ELEV 322.18 INV 314.95
0.4'SEE NOTE 1
(N) 36" RCPINV 314.95INV 314.95(N) 4' X 2' RCBSEE STRUCTURALDETAILS ON SHEET S2.0 R:\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C3.0-DETAILS.DWGSHEET OF REVISIONSIMPROVEMENT PLANS FORFILE:SCALE:PROJ. ENGR:CHECKED:DRAWN:DESIGNED:DATE:FEBRUARY 10, 2023RMSPAD APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CUPERTINOCITY OF15BKF ENGINEERS255 SHORELINE DRIVESUITE 200REDWOOD CITY, CA 94065(650) 482-6300www.bkf.com 100% SUBMITTALNOT FOR CONSTRUCTIONCITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA CITY OF CUPERTINOPUBLIC WORKS DEPARTMENTNO SCALE DETAILS (1 OF 3) SCALE: 1" = 2'NOTE:1.CONTRACTOR SHALL CONFIRM DEPTH ANDADJUST AS NEEDED TO FIELD FIT.2.EXISTING 36" RCP AT INV 309.04 IS NOTSHOWN FOR CLARITY.
NOTE:1.CONTRACTOR SHALL CONFIRM DEPTH ANDADJUST AS NEEDED TO FIELD FIT.NOTE:1.CONTRACTOR SHALL CONFIRM DEPTH ANDADJUST AS NEEDED TO FIELD FIT.2.EXISTING 36" RCP AT INV 303.85 IS NOTSHOWN FOR CLARITY.
NOTE:1.CONTRACTOR SHALL CONFIRM DEPTH ANDADJUST AS NEEDED TO FIELD FIT.SCALE: 1" = 2'SCALE: 1" = 2'SCALE: 1" = 2' 6 \\BKF-RC\VOL4\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C3.0-DETAILS.DWGSHEET OF REVISIONSIMPROVEMENT PLANS FORFILE:SCALE:PROJ. ENGR:CHECKED:DRAWN:DESIGNED:DATE:FEBRUARY 10, 2023RMSPAD APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CUPERTINOCITY OF15BKF ENGINEERS255 SHORELINE DRIVESUITE 200REDWOOD CITY, CA 94065(650) 482-6300www.bkf.com 100% SUBMITTALNOT FOR CONSTRUCTIONCITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA CITY OF CUPERTINOPUBLIC WORKS DEPARTMENTNO SCALE DETAILS (2 OF 3)7 12'SIDEWALK36'TRAVEL WAY12'SIDEWALKEXISTINGSTREETP/L P/L1'(E) SERVICE LATERALEXISTING VCPSEWER MAINNEW STORMDRAINCONCRETE CASEMENTSEE DETAIL 4(E) CLEANOUT (E) CLEANOUT
30'END SEALBOLT OR STUDY (TYP)16" STEEL CASINGCASING SPACERAT 10' INTERVALGLASS REINFORCED PLASTIC SPACERSSECTIONPLAN NOTES:1.ALL JOINTS OF CARRIER PIPE WITHIN CASING SHALL BEFUSED.2.CARRIER PIPE SHALL BE TESTED BEFORE INSTALLATION OFTHE END SEALS ON CASING.3.CASING SPACERS SHALL BE BOLTED AROUND THE PIPE SOTHAT THE PLASTIC RUNNERS ARE LOCATED SYMMETRICALLYABOUT THE VERTICAL AXIS OF THE PIPE.4.1/4" WALL THICKNESS SHALL BE USED FOR CASING.5.CASING TO EXTEND A MINIMUM OF 5' FROM BOTH OUTEREDGES OF RCB CROSSING.
BANDINGSTRAPS
FILL ANNULAR SPACE WITH SAND8" HDPESDR17(5' SPOOL)(E) 8" PVC(E) 8" PVCFLEXSEAL ARCSHIELDING COUPLING,OR APPROVED EQUAL8" HDPESDR17(5' SPOOL)FLEXSEAL ARCSHIELDING COUPLING,OR APPROVED EQUAL \\BKF-RC\VOL4\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C3.0-DETAILS.DWGSHEET OF REVISIONSIMPROVEMENT PLANS FORFILE:SCALE:PROJ. ENGR:CHECKED:DRAWN:DESIGNED:DATE:MARCH 30, 2023RMSPAD APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CUPERTINOCITY OF15BKF ENGINEERS255 SHORELINE DRIVESUITE 200REDWOOD CITY, CA 94065(650) 482-6300www.bkf.com 100% SUBMITTALNOT FOR CONSTRUCTIONCITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA CITY OF CUPERTINOPUBLIC WORKS DEPARTMENTNO SCALE DETAILS (3 OF 3)
PVC / VCP
USE STANDARD "Y" PERDETAIL 2 ON THIS SHEETFOR CONNECTION TO 8 CONCRETE CASEMENT18"18"D, SEE NOTE 1MIN 4" CLEARANCESANITARY SEWER PIPEAND/OR LATERAL
UTILITY PIPE
NOTE:1. IF D> 12", DETAIL DOES NOT APPLY.2. LENGTH OF CONCRETE CASEMENT SHALL BE UTILITY CROSS PIPE O.D. +2'.3. CONCRETE SHALL BE CLASS B, 5 SACK, 1.5" MAX AGGREGATE.
PVC SDR 26
\\BKF-RC\VOL4\2021\211865_PUMPKIN_FIESTA\ENG\SHEETS\C3.0-DETAILS.DWGSHEET OF REVISIONSIMPROVEMENT PLANS FORFILE:SCALE:PROJ. ENGR:CHECKED:DRAWN:DESIGNED:DATE:FEBRUARY 10, 2023RMSPAD APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CUPERTINOCITY OF15BKF ENGINEERS255 SHORELINE DRIVESUITE 200REDWOOD CITY, CA 94065(650) 482-6300www.bkf.com 100% SUBMITTALNOT FOR CONSTRUCTIONCITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA
CITY OF CUPERTINOPUBLIC WORKS DEPARTMENT
NO SCALE CONSTRUCTION BMPS15