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OPTIONAL 2'-6- ON-SITE -6"ON-SITE [76.21_ HYDRANT 10'-0" 10'-0" MAX. SIDEWALK 61.0 " SPACING EXPANSION 1 1/2"I3�1 PUMPER OUTLET FACING STREET 6" CURB IF JOINT, IF to K 6" CURB N = ° NO SIDEWALK a CONCRETE I m au DRIVEWAY °D 6•n 16 MIN. 4^ MAX. 20" MAX. 7 STANDARD •o MAX R� 1/2" O 1/2" 8.33>< 1 N ,0 n "I— 8 VALVE BOX TYPICAL MAINTENANCEHOLE �' MAX. FRAME & COVER BEVEL + BEVEL T CONCRETE o ro w !.. I - COLLAR PER STANDARDS 4"CLEARANCE a 12" WAVE \Y, LEA (WHEN NOT IN TRAVELLED MAINTENANCEHOLE COVER EXPANSION a MECHANICAL JOINT HYDRANT 'T" 6" ABOVE GROUND) —JOINT1 / I ❑5 N i INSTALL GRADE RINGS AS REQUIRED 8" FOR GRADE (GROUT IN PLACE) VERTICAL CURB & GUTTER O 424* MIN. PRECAST BACK OF WALK PLAN THRUST BLOCK , © CONCRETERCONERCED TOP OF CURB RAMP 7'-6" MIN. OR AS SHOWN ON PLANS 1/2" BEVEL 3/4" UP [228.6] 5'-0" MIN. OR AS SHOWN ON PLANS 2'-6" CONCRETE BLOCK THRUST [152.4] [76.2] GATE VALVE BLOCK ELEVATION 2'-0" SECTION . W 5" a m [61.0] o FLOW LINE a u SCORE MARK IF MONOLITHIC POUR-\\ JOINT PER SPECIFICATIONS v 1 1/2" N N Z SLOPE 1/4" PER FOOT 3,8 ] 2" o 2'-0" 1 '8. 2'-0" 5'-0" 1'-6" 1 [3/8]" 5.1] w 6• 12" O.C. N rn N 6" ¢i 45 BEVEL NOTES: HAND FINISH SLOPES WARP WARP [15.2] [30.5] /4" U RAMP _Tu 1. HYDRANT MODEL TO BE APPROVED BY AGENCY. �d CLASS "B" CONCRETE 6" 6" 2. SEE STANDARDS FOR LOCATION OF HYDRANT. °D 1 1 1 2" KEY, 3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. UNDISTURBED EARTH 1 15.2][15.2 [3.8f [8.9J/ 4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS. " F1 1/2" UNLESS POURED MONOLITHIC 6" DW. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.) '- VERTICAL CURB, 6e FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED 5'-10" U cLR. GUTTER & SIDEWALK 7 BREAK AWAY NEAR THE FIRE WI H HOLLOW BREAKAS APPROVED S-OFF WITH NUT ON BOTTOM AT SECTION A-A 2 O CONNECTION TO HYDRANT. NOTES: Q 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED ® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. [1.6] [61.0] ONE SIDE THROUGH ALL EXPANSION AND ❑1 12" GROOVED BORDER. COLD JOINTS. R2 #4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. [ ] CENTIMETERS REVISION DATE COUNTY WIDE IMPROVEMENT STANDARDS REVISION 1 DATE COUNTY WIDE IMPROVEMENT STANDARDS REVISION I DATE COUNTYWIDE IMPROVEMENT STANDARDS APPRmm BY REVISION DATE STANDARDS ST COUNTY WIDE IMPROVEMENT COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN ST SAN JOAQUIN COUNTY DATE TYPE 1 VERTICAL CURB, FIRE HYDRANT ommM vow JIMI ] SANITARY SEWER COMMERCIAL DRIVEWAY IMPROVEMENT _O�� GUTTER & SIDEWALK IMPROVEMENT FIRE ASSEMBLY IMPROVEMENT CW-W18 MAINTENANCEHOLE IMPROVEMENT _ STANDARD N0. STANDARD N0. TYPE I COMMERCIAL DRIVEWAY VERTICAL CURB AND GUTTER �� FIRE HYDRANT A55EMBLY I �� ^� SANITARY SEWER MAINTENANCE HOLE SCALE: NTS SCALE: NT5 ✓ SCALE: NTS SCALE: NTS P.L. STANDARD VALVE BOX TI LINE EDGE OF PAVEMENT CONCRETE COLLAR CONSTRUCTION � I REFERENCE LINE EX15TINO EDGE 12' MAX• FINISHED GRADE 8" MIN. R/W EXI5TIN6 EDGE EXI5TIN6 OF PAVEMENT QUPL1NG' OF PAVEMENT CENTERLINE ROAD ANGLE STOPETE �Y OWNER Z� OD w 30" MIN. _.r SERVICE SADDLE 190. 9. #x111 � . 30.8' O BLIND FLANGE TAP FOR 2-1/2" HOSE 42.01 42.01 CORPORATION STOP RISER ADAPTER WITH BRASS CAP AS APPROVED WATER BY AGENCY. VARIES VARIES WATER MAIN MAIN 4" DUCTILE IRON FLANGED SPOOL VARIES VARIES VARIES THRUST BLOCK NOTES: 2% t /% F 8 1" DIA MIN. LINE TO EACH LOT. 90° ELL DUCTILE SERVICE PIPE TO BE CONTINUOUS (NO JOINTS)) BETWEEN MAIN AND ANGLE METER STOP. _ IRON FLANGE x 90' COMP. x COMP. ELL, 'JAMES JONES J-2610 W/J-2806 3' MIN. FLANGE INSE3 METERSMAY SHALLB E AS SPECIFIED BYA AGENCY. METERS SHALL BE FURNISHED AND E USED WHERE APPROVED BY AGENCY. NO SERVICE CONNECTIONS - - INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS VALVE ADAPTOR/REDUCER PART OF THE CONNECTION FEE. AS REQUIRED 611 AG (TYPE A) OVER 5" AB (GLA55 2) ® GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION. 5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER ON 1211 COMPACTED 5U56RADE TO c15% R.G. SERVICE SADDLE, BELL, SPIGOT, OR OTHER FTTTING. © METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH PRIOR APPROVAL OF THE AGENCY. NOTE: 611 AC (TYPE A) OVER 5" AB (GLASS 2) 70 METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS. BLOW-OFF MAY BE USED WHERE APPROVED BY AGENCY. ON 1211 COMPACTED S0156RADE TO G5% R.G. B. APPURTENANCES PER AGENCY REQUIREMENTS 9. LOCATOR WIRE WHERE REQUIRED BY AGENCY NOTE REVISION 1 DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY COUNTY OF SAN JOAQUIN DATE COUNTYm �5TRUCTURAL SECTION PER PREVIOU5 REVISION WIDE IMPROVEMENT STANDARDS N"w SAN JOAQUIN COUNTY DATE THORNTON ROAD REALIGNMENT PROJECT COUNTY OF SAN JOAQUIN DIMC OII OF PLOW WOW JUNE IM, SAN JOAQUIN COUNTY DATE BLOW-OFF IMPWATER SERVICE "E�""a� DIME nn IMPROVEMENT CW-W6 STANDARD NO. INSTALLATION IMPROVEMENT CW-We STANDARD N0. ✓ BLOW OFF TYPICAL 5EGTION WATER 5ERVIGE IN5TALLATION 5GALE: NT5 v 5GALE: NT5 I 5GALE: NT5 1-800-227-2600 oP %A K. SAN JOAQUIN COUNTY g N S K K J E LD S E N Revisions Design Scale Date iL2oc No. Description Date By ngvd. MRC NTS 02/19/02 , � �1 S S I N N OC K Post Office Box 844 THORNTON ROAD w m 711 N. Pershing Avenue Drawn NTS Sheet Number � � P. 1 /31 � � N NEUDECK Stockton, CA 95201 -0844 FRONTAGE IMPROVEMENTS AMC Original Drawing Scale $ Of 9 E P. t2/31/ 004 Office: (209) 946-0268 g g ry P INC. Consulting Engineers Faxes: (209) 946-0296 DETAILS Check 0 1� Project File No. S 'r F� ( � o�"' and Land Surveyors E-mail: KSN®ksninc.com SKS �w111�� 1 Project File 00