SU-4184 - Laserfiche WebLink

Home Browse Search

SU :7 1/2" PATTERN LETTERS -� COVER 1/2 X1" LIFT i a HOLES MACHINED I SEATING SURFACES AREA REQUIRED tw. fbele FITTINGS IN 2 1/z "A" 1 1/2" 6"� �1/4" DIAMETER 22 1/2 SECTION A -A 1 -6" NOTES: 2'-0" 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON 90' CONFORMING TO ASTM A -48 -CLASS 30. 2'-6" 2. FRAME AND COVER SHALL BE HS20-44 RATED. 2'-6" 3. FRAME SHALL WEIGH APPROX. 22 LBS. DEAD END COVER SHALL WEIGH APPROX. 7 LBS. 4"CLEARANCE 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL CONFORMING TO A.W.W.A. C203. eww IF 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS COUNTY OF SAN JOAQUIN APPROVED - 90'4 SURVEY MONUMENT FRAME & COVER SA ND NCOUNTY, DAE JO SAN Di IN C WORK CW -MI TEE OUTLET -0 3 -O DEAD N S ANDARDENT NO. 40' Min. Min. I (TYP-) 15' j Radius (TYP') Optional T t TI ' I 25' I 115' I (TYP-) I I 15' (TYP-) 20' I L R=50' Not to Scale (TYP) 15' 25' I 140' Min. I �fYp.) 20' Radius Optional HAMMERHEAD Not to Scale 68.42' R=41' CUL-DE-SAC Not to Scale NOTE: See standard F1 -b and F7 -c for details and requirements Aw�eeH rhe IlrwYe M FIRE ROADS AND DRIVE YS(Zfes" a�e 150 FEET LONG J� OVER c..+.41P COUNTY OF SAN JOAQUIN a•'• SEPT. 1991 lw. NONE i OWMADa aF FuNC saNa a..ee w F - 1n ,e- 800- 227- 2600 � X48 HOURS PR/OR TO WORK OPERA QROfESS/ON r�O GNNRY C 9l Tin Z w N0. 48717 Cy- EXPIRES: 9-30-2008 Civil- OFCAVE UNAUTHORIZED CHANGES AND 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. 10 I N MAINTENANCE HOLE FRAME & COVER. ADJUST TO GRADE PER COUNTYWIDE STANDARDS PAVEMENT T_ INSTALL GRADE RINGS AS REQUIRED FOR GRADE (GROUT IN PLACE) 12" MAXIMUM. PRECAST REINFORCED CONCENTRIC CONCRETE CONE m 1 5" ALL JOINTS SHALL BE SET ON FULL MORTARED BED AND BANDED WITH MORTAR ON BOTH INTERIOR AND EXTERIOR ' SURFACES. �6 HAND FINISH SLOPES > _MAX / 6 4. CONCRETE m -- 5--10„ NOTES: UNDISTURBED EARTH 1. FOR PIPES 33" DIAMETER AND SMALLER. 02. ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY 03 PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM TO A.S.T.M. C-478 CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE). Q INTERIOR COATING WHERE REQUIRED BY AGENCY. © RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS. 7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY REVISIONI DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY COUNTY OF SAN JOAQUIN777 TYPE I SAN J IN COUNTY DA E gPUBLIC RECTOR OF WORKS MIMPROVEMENT CW -S7 MAINTENANCE HOLE STANDARD N0. THRUST BLOCK AREA IS BASED ON THE SIZE OF THE BRANCH LINE. a 4 ..B.. w r 4 1 d MIN 1' MIN. TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK BEND TEE OUTLET DEAD END 45' MAX. (TYPTANGLES) FOR ALL MIN. -� TYPICAL SECTION THRU THRUST BLOCK NOTES: 1. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. 2. RESTRAINT SYSTEM FOR VERTICAL PIPE BENDS SHALL BE APPROVED BY THE AGENCY. 3. THRUST RESTRAINT SYSTEMS FOR PIPES LARGER THAN 12" SHALL 8E DESIGNED ON A CASE BY CASE BASISAND SHALL BE APPROVED BY THE AGENCY. THRUST BLOCK AREA REQUIRED tw. fbele FITTINGS ALLOWABLE SOIL BUM=N 1000 L 6 LINE OR SMALLER "A" "8" 22 1/2 V-6" 1 -6" 45' 2'-0" 2'-0" 90' 3'-0" 2'-6" TEE OUTLET 2'-6" 2'-0" DEAD END 2 -6 --r- 4"CLEARANCE 8 LINE HYDRANT -T eww IF 1 - 2 -0 4 - - 90'4 -0 3 -O TEE OUTLET -0 3 -O DEAD N 3 -0 3 -0 10 LINE N 0 O 22 1/2' -0 2 -0 4' 3-6 3-0 90'- 18.97 4- L 4'-0" -6 DEAD END 1 4 -0 I 3 -6 12 LINE OF FIFTEEN SECTION 22 1/2' 3'-0" 3'-0" 45' 4':-: 0 4'-0 so' 7 o a -o TEE OUTLET 5'-0" 4'-0" DEAD END 5'-0" 4 -0 4. CONCRETE SHALL BE CLASS B. REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS AP OVER BY COUNTY OF SAN JOAQUIN SAN JOA RJ COUNTY DATE aIRFCrM DF P1161eO wae6 Aert im THRUST BLOCK CHART IMPROVEMENT STANDARD NO. Cw-Wa HYDRANT - PUMPER OUTLET FACING STREET ' 2" MIN. ' tw. fbele Um pals of 1000• ma. ret«Ws Not Ma Oen 3 Mee ma. awn 16" MIN. 4" MAX. 7 Height me,eVilahecontest whin lalic Y 20" MAX. 1- Rs iamw4Me F. we c�� STANDARD N rot ..� 8 e� VALVE BOX end O w IY 4"CLEARANCE r HYDRANT -T eww IF MECHANICAL JOINT °� a-. uv. 6• IJ r r aN• >N• •N' >.nuN >NrN �N'.Nw NM Nw .N" 3' THRUST BLOCK51 Owe I -- N 0 O 6' .reit,. 1z II 14.62 CONCRETE BLOCK 18.97 THRUST on SHEET GATE VALVE BLOCK m.ss OF FIFTEEN SECTION NOTES: 1. HYDRANT MODEL TO BE APPROVED BY AGENCY. 2. SEE STANDARDS FOR LOCATION OF HYDRANT. 3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. 4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS. 5 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.) 6 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY. 7❑ BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT CONNECTION TO HYDRANT. ® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. COUNTY OF SAN JOAQUIN SAN JOAOUIN COUNTY DATE FIRE HYDRANT °■E°im OF PLOW WORKS ANE 1997 ASSEMBLY IMPROVEMENT CW -W 18 STANDARD NO. ADJUST BOX TO GRADE PER COUNTYWIDE STANDARDS I I 71-1/��TMP� 7-1/2" , .-. >, 12" .... % CONCRE F�1043/8- ® N" FINISHED GRADE MAX .0 SEE NOTE m NOTES: 1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY. 2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES. ® VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED. VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE. SHOULD BE RISER OR 8" 0, CLASS 100 PVC. SEE NOTE 5. 4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6. 5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY. 6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE SIDEWALK AREA. In VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM GRADE TO NUT. 8. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY. cERsloN DATE COUNTYWIDE IMPROVEMENTSTANDARDS COUNTY OF SAN JOAS SAN JOAQUIN! CCIUNTY DATE DIREC W PARC wORK9 JIBE I227 VALVE BOX DETAILS IMPROVEMENT STANDARD NO.CW-WS e END AND CORNER POST ASSEMBLY Footing depth 1 2•-6• for few 1- sen SW Neh 3•-V for folk Wind ov« PA PA Fabric s.'bpaM.aaN )at of fence w (s� Faq e r10re omnsa2'0* at t Cstt nentmNlocations Tap« m settlers ween to he st Mat 20' ". FENCE LOCATON Typical Fabric Mounting Details Brea b he nt o of e, 0 other with Trus rad tea caren uan M c«roMted anMa so alwmis otherwise eimcl.d by the Enswe r. Irhs a bvo Teals .ve�� u 1111 �lo•�`_' t�'0._'ty1 tw. fbele Um pals of 1000• ma. ret«Ws Not Ma Oen 3 Mee ma. awn braces ane uuaea M oath M1meaae eeabhl a fest whew min. a 0• ..apt thin this brocbq and trura9 Height me,eVilahecontest whin lalic Y Raw,d ledt1M by Typo OL -4-4e" Type CL -6.72 - TYPICAL MEMBER DIMENSIONS (See Notes) GATE tw. fbele 6r h.>w • ow -.n.0 &aaa F. gets Nwna,a' Rise Height . Raw,d er Rs iamw4Me F. we c�� t N rot ..� N v n rot n e� 10.79 end O w IY S• r lea eww IF nitre °� a-. uv. 6• 18.97 r r aN• >N• •N' >.nuN >NrN �N'.Nw NM Nw .N" NOTES: 1. The above table shows examples of Post and brow sections which may comply with the Specifications 2. Sections shown in the tables must also campy with the strength requirements and other provisions of the Specifications 3. Other sections which comply with the strength requirements and other of the Specifications may be used on approval of the Engineer 4. Options exercised shall be uniform on any one protect; 5. Dimensions shown are nominal Mas pest 6naNene and W.0h; on ndr,Mrume. 6. Plastic Mots arc required when specified on the plans uses, ince ma be used on oppraa a Era.. Feb.1996 '° CHAIN LINK FENCE r vrr. ww �i •-w DEW rr-,rw COUNTY OF SAN JOAQUIN p.w JUNE 1997 .-. NONE eorhrw «ries sw o, -.w Nw.D-12 CONCRETE COLLAR WATER MAIN STANDARD VALVE BOX /- FINISHED GRADE fFLANGED 9..ANGE TAP /2" HOSE WITH BRASS APPROVED CY.ILE IRONSPOOL THRUST BLOCK 90° ELL DUCTILE IRON FLANGE x 3' MIN. FLANGE NO SERVICE CONNECTIONS ADAPTOR/REDUCER _y `- VALVE 4" DUCTILE IRON AS REQUIRED FLANGED SPOOL NOTE: BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY. REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY COUNTY OF SAN JOAQUIN SAN JOAQUICOUNTY DATE DOtC R OF Iw11el1C 90816 "E 1a7 BLOW -OFF IMPROVEMENT STANDARD NO.cw-w6 REVISIONS WONG ENGINEERS, INC. NO. DESCRIPTION DATE BY n PLANNING ENGINEERING SURVEYING 4578 FEATHER RIVER DRIVE, SUITE A SIJ( STOCKTON, CALIFORNIA (209)476-0011 DATE 07/13/07 R.C.E. 48717 NOTES: See Note 7 1. One street sign is required N 'a at each intersection. 2" TYP. 2. Block numbers are to be acquired from the San Joaquin County MAIN ST Community Developement Department. cO 3. See improvement plans for 100 E location of traffic control devices. 4. The length of the street sign 1/2" R (typ) N varies due to the length of the street name. 'a 5. See Standard Drawing No. R-23 for Proposed sidewalk sign locations. TYPICAL STREET SIGN 6. Stop signs shall be 30" for urban areas and for internal subdivision streets; 36" for rural areas and for streets which intersect County May he Installed roadways, also to be preceded by on SW -42 sign a W17, 36" stop ahead sign with See Note 7 appropriate pavement markings. ST 7. Use the following for terminal streets MAIN 100 E less than 300 feet in length: 05' Black symbol on yellow background 2' clear to E edge of T 0 P pavement y_6_00•_4 Diamond Grade Sheeting Edge of pavement or back of dike 6' rural *3'-6" (4'-6") 0 7' urban StosignP loand cation to edge of pavement : 2 Sian Sup rt System: J u� clear 2" X 2" Square Perforated Steel STOP AND STREET SIGN Tubing w/Penetrator Anchor LOCATION DETAIL (C.nloct SJ. Cnty Trafosa LOCATION 2wea ,:�m;j 6° -ABB O°p'OYOd * In URBAN Locations 3'-6" or more face of past TYPICAL STOP AND STREET In RURAL Locations s SIGN INSTALLATION 4'-6" or more to face of post W. fiwds.dBy Aoprosa by n Des STANDARD STREET z Naanb« zaw 3 feluary 2004 Dei SIGN DETAILS Director of Nblic wades naw e JLD a mme w COUNTY OF SAN JOAQUIN me. JUNE 1997 pLP sa, NONE [Newsman °r Pusuc Winds A Bina N°. R-25 FINISHED GRADE 1 1/2" A.C. OVER SOUTH BAY FOUNDRY CONCRETE COLLAR / SBF 100 o° to o 0 0 SECURE FRAME TO 6" PIPE WITH CONCRETE COLLAR 24" DIA. SLOPE BOTTOM WITH CONCRETE AT END OF LINE CATCHBASIN 0 OW � e D 0 v o a q D 4 CATCHBASIN DETAIL NO SCALE C•] REINFORCED CONCRETE PIPE rn 3 (n J w CLASS "B" o CONCRETE BASE a JOB NO.: 3553 LAS PALMAS ESTATES SAN JOAQUIN COUNTY DATE: JULY 2007 CALIFORNIA SCALE MW/AA JK WI E DRANM: MW S.J. COUNTY STANDARD DRAWINGS DESIGN: WE CHECKED: ZCW GATE POST F. gets Nwna,a' 1yrpM Height View LD. per root up tla 6• 2 1/2 4.0.5 6'-0• GM- Ir 4• 10.79 end O w IY S• 14.62 lea eww IF C a-. uv. 6• 18.97 24' ..- U, u.v 6• 3' 7.56 Owe I N 0 O 6' .reit,. 1z 5' 14.62 ow- 12• 6• 18.97 .. w Is- on SHEET 110w o. urw e• m.ss OF FIFTEEN N' N - of the Specifications may be used on approval of the Engineer 4. Options exercised shall be uniform on any one protect; 5. Dimensions shown are nominal Mas pest 6naNene and W.0h; on ndr,Mrume. 6. Plastic Mots arc required when specified on the plans uses, ince ma be used on oppraa a Era.. Feb.1996 '° CHAIN LINK FENCE r vrr. ww �i •-w DEW rr-,rw COUNTY OF SAN JOAQUIN p.w JUNE 1997 .-. NONE eorhrw «ries sw o, -.w Nw.D-12 CONCRETE COLLAR WATER MAIN STANDARD VALVE BOX /- FINISHED GRADE fFLANGED 9..ANGE TAP /2" HOSE WITH BRASS APPROVED CY.ILE IRONSPOOL THRUST BLOCK 90° ELL DUCTILE IRON FLANGE x 3' MIN. FLANGE NO SERVICE CONNECTIONS ADAPTOR/REDUCER _y `- VALVE 4" DUCTILE IRON AS REQUIRED FLANGED SPOOL NOTE: BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY. REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY COUNTY OF SAN JOAQUIN SAN JOAQUICOUNTY DATE DOtC R OF Iw11el1C 90816 "E 1a7 BLOW -OFF IMPROVEMENT STANDARD NO.cw-w6 REVISIONS WONG ENGINEERS, INC. NO. DESCRIPTION DATE BY n PLANNING ENGINEERING SURVEYING 4578 FEATHER RIVER DRIVE, SUITE A SIJ( STOCKTON, CALIFORNIA (209)476-0011 DATE 07/13/07 R.C.E. 48717 NOTES: See Note 7 1. One street sign is required N 'a at each intersection. 2" TYP. 2. Block numbers are to be acquired from the San Joaquin County MAIN ST Community Developement Department. cO 3. See improvement plans for 100 E location of traffic control devices. 4. The length of the street sign 1/2" R (typ) N varies due to the length of the street name. 'a 5. See Standard Drawing No. R-23 for Proposed sidewalk sign locations. TYPICAL STREET SIGN 6. Stop signs shall be 30" for urban areas and for internal subdivision streets; 36" for rural areas and for streets which intersect County May he Installed roadways, also to be preceded by on SW -42 sign a W17, 36" stop ahead sign with See Note 7 appropriate pavement markings. ST 7. Use the following for terminal streets MAIN 100 E less than 300 feet in length: 05' Black symbol on yellow background 2' clear to E edge of T 0 P pavement y_6_00•_4 Diamond Grade Sheeting Edge of pavement or back of dike 6' rural *3'-6" (4'-6") 0 7' urban StosignP loand cation to edge of pavement : 2 Sian Sup rt System: J u� clear 2" X 2" Square Perforated Steel STOP AND STREET SIGN Tubing w/Penetrator Anchor LOCATION DETAIL (C.nloct SJ. Cnty Trafosa LOCATION 2wea ,:�m;j 6° -ABB O°p'OYOd * In URBAN Locations 3'-6" or more face of past TYPICAL STOP AND STREET In RURAL Locations s SIGN INSTALLATION 4'-6" or more to face of post W. fiwds.dBy Aoprosa by n Des STANDARD STREET z Naanb« zaw 3 feluary 2004 Dei SIGN DETAILS Director of Nblic wades naw e JLD a mme w COUNTY OF SAN JOAQUIN me. JUNE 1997 pLP sa, NONE [Newsman °r Pusuc Winds A Bina N°. R-25 FINISHED GRADE 1 1/2" A.C. OVER SOUTH BAY FOUNDRY CONCRETE COLLAR / SBF 100 o° to o 0 0 SECURE FRAME TO 6" PIPE WITH CONCRETE COLLAR 24" DIA. SLOPE BOTTOM WITH CONCRETE AT END OF LINE CATCHBASIN 0 OW � e D 0 v o a q D 4 CATCHBASIN DETAIL NO SCALE C•] REINFORCED CONCRETE PIPE rn 3 (n J w CLASS "B" o CONCRETE BASE a JOB NO.: 3553 LAS PALMAS ESTATES SAN JOAQUIN COUNTY DATE: JULY 2007 CALIFORNIA SCALE MW/AA JK WI E DRANM: MW S.J. COUNTY STANDARD DRAWINGS DESIGN: WE CHECKED: ZCW r Lo z w w 0 hi C 3 0 n0 04n I N 0 O H Qw 00 3 on SHEET 13 OF FIFTEEN FlLE