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B THRUST BLOCK AREA IS BASED ON THE SIZE OF THE BRANCH LINE. SQUARE PATTERN "SANITARY' OR 1/Er HIGH d a 5' "STORM" A5 : r . m } x a „B„ APPROPRIATE 1 1 /2" 0- 3 HOLES m z B' x B•• , (1 1/2" LETTERS) EQUALLY SPACED Z O "8E i �d4 ` ADJUST BOX TO GRADE p A + A a� s "' PER COUNTYWIDE STANDARDS 3" AC APRON 2-1/2' TYP. dT a O o„A„ 11-1/4" TYP. FL DTICH alxd�a. Q- 1"x 1 1/4" QyTO ©OR yQ :'A" "A" / FINISHED GRADE Ip1��1��1 PRY HOLE . , 1' MIN. 1' MIN 0 4 o a° 0 0 0p1' MIN. aquOvP SU aQ a TYPICAL _THRUST BLOCTYPICAL gRUBL TY BLOCK PICAL THRUSTBLOCK , p �'.• >.' > �'. s' AX A 3 5 g, R 3 3 4 R A p p D p °°❑ m c BEND TEE OUTLET DEAD END " 31 R O O ° 12" 7-1/2" 9" AN ALSO SEE NOTE ® EDGE OF PVMT M NU ° 45' MAX. Q ❑ p PICK HOLE LL B (TYP.ANNGLE ) 1/2" PATTERN LETTERS 3/4 1/2„ ��4 �) STEEL BAR 1` DIAMETER PLAN VIEW 2/ 1" VENT HOL 20` MA SEATING MACHINED COVER LEFT X1' FRAME 1 17 32" - MACHINED HOLES 30 Q 5 1/Z 1"--I �1 1/4 �3/4„ SURFACES 4 SEATING --� 1` �2 1/B" PLAN SECTION C-C 1/8„ 1' MIN. SURFACES 3 3/e. T TYPICAL SECTION THRU �` SECTION B-B t 1/4' 3 1/ " THRUST BLOCK 25 5 8" �1 3/8" 2" -"I i-5/8" NOTES' 1\I ,;,;, 25 1 2" MACHINED 18 1 /4"---------4 � 1. ALL THRUST BLOCKS SHALL 1/4„ �� " - 22 1/4 BE POUREUNDISTURBED AGAINST ING SURFACES UNDISTURBED- 501E 2 1/2 1 t/4 SECTION A -A 2. RESTRAINT SYSTEM FOR 1 1/2" VERTICAL PIPE BENDS SHALL DIAMETER �^ �+ BE APPROVED BY THE 1 1/4" NOTES: AGENCY. SECTION A -A 21 14 RIBS 0 90' SPACING 3. THRUST RESTRAINT SYSTEMS „ 1. FRAME & GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING FOR PIPES LARGER THAN 12" NOTES: 32 1 TO ASTM A-48-30. SHALL BE DESIGNED ON A 2. FRAME AND GRATE SHALL BE HS20-44 RATED. CASE BY CASE BASIS AND 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON NOTES: SECTION A -A 3. FRAME SHALL WEIGH APPROX: 65 LBS. SHALL BE APPROVED BY THE CONFORMING TO ASTM A-48-CLASS 30. 4. GRATE SHALL WEIGH APPROX. 78 LBS. AGENCY. THRUST BLOCK AREA REQUIRED FITTINGS ALLOWABLr fb-66-LBS. 6" LINE OR SMALLER "A" I"B" 22 117 1'-6" 1 1'-6" 45' 2'-0" 2'--0" 90, 3'-0" 2'- „ TEE OUTLET -6" 2'-0" DEAD END 2'-6" 2'-0" B" LINE 90 3'-Q" -G,. 10" LINE 221/7 - 2'-0" 4 -6" -0" TEE OUTLEr- - N 4 - 3'-6" 1 INC- gg 1 3'-0" 3'-0" 45 4'-0" 4'-0" 7'-0" 41_ „ TEE OUTLET 5'-0" 4'-0" DEAD END 5'-0" 6 ONCRETE COLLAR NOT \\,. P LAN CURB & GUTTER INSTALLATION I-1D-i*/Er ®S ,N Z 2'-(r MIN. © 5' MAX. CU NOTES: 12 DIA. MIN. 5�0.01 FT�FT MIN. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY. 2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES. 12" ® 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. 3" 4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW-W6. CLASS "B" 5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY. REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE CONCRETE TYPICAL SECTION 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON C 2. FRAME AND COVER SHALL BE HS20-44 RATED. 5. GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4" HEAT TREATED CHAIN 4, CONCRETE SHALL BE CLASS 9. SIDEWALK AREA. NOTES CONFORMING TO ASTM A-48-CLASS 30 6. MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENGY, 3. FRAME SHALL WEIGH APPROX. 22 LBS, 2, FRAME AND COVER SHALL BE HS20-44 RATED, M VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM 0 GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD N0. CW-M7. COVER SHALL WEIGH APPROX. 7 LBS, 3. FRAME SHALL WEIGH 140 LBS. MINIMUM; 7. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND GRATE. GRADE TO NUT. [,1] 1PIPE BARREL SHALL BE CLASS III R.C.P., OR CLASS 2 NON -REINFORCED 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL COVER SHALL WEIGH 130 LB5. MINIMUM. ® 1/4" X 6" U BOLT CAST INTO GRATE AND FRAME 8. TRACE WIRE SHALL BE INSTALLED. CONCRETE PIPE AS A MINIMUM, CONFORMING TO A.W.W.A. C203, 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL 3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY. CONFORMING TO A.W,W.A. C203. 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. ®CATCH BASIN ASS'Y TO BE SET 0.5' BELOW FLOWLINE OF DITCH. FRAME AND COVER. 1 SURVEY MONUMENT 2 MAINTENANCE HOLE 1 6 FRAME AND COVER 3 18" STORM DRAIN INLET(4""�THRUST BLOCKS 5 VALVE BOX DETAILS (6'�'� 18N STORM DRAIN 16 FRAME AND COVER 16 FRAME AND GRATE 16 1 6 16 INLET CATCH BASIN 4'x4'-4' CONC. PAD -� HYDRANT A GROUT SMOOTH ALL EDGES OF PIPE OPENING 30' MIN. PUMPER OUTLET FACING STREET MAINTENANCE HOLE P L. o FRAME & COVER. ADJUST TO GRADE 15 REBARS (TYPICAL) TOP OF CURB tb i0 2" MIN.PER COUNTYWIDE STANDARDS 16'' MIN. 4" MAX. 7 PAVEMENT FLOWUNE OF 20" MAX. STANDARD ❑7 GUTTER EXPANSION b �- 8 VALVE BOX EXPANSION R JOINT iv r INSTALL OR GRADGRADE REQUIRED GROUT IN PLACE) 8" MIN. JOINT 12' MAX. N 12" MAXIMUM. 4" MI 4"CLEARANCE PRECAST REINFORCED CONCENTRIC w " ANGLE MPETE C OWN ' LIP OF GUTTER CATCHBASIN ASSEMBLY TO BE SET MECHANICAL JOINT HYDRANT "T" ET g 1" BELOW FLOW LINE OF GUTTER � `� N 4CONCRETE CONE 2„ DIMLOPER x �... .! PLAN. F' d 30" MIN. SIDEWALK SERVICE A ( ) 4 THROAT . 5„ MIN. 3' OPENING SEE NOTE NO 3 THRUST BLOCK + SADDLE 2" MIN. �.._._ppEN� rl �-�24" -+i hs �.� ® � „� '� � 5 ALL JOINTS SHALL BE SET 90' PLAN VIEW 1 I 1' cto ON FULL MORTARED BED AND M CONCRETE BLOCK THRUST N BANDED WITH MORTAR ON TE J 4' DIA. 1/2 „ DIA r a 4 " -�- BOTH SURFACES. AND EXTERIOR STANDARD STORM DRAIN MANHOLE v ;., _ GATE VALVE BLOCK © REFER TO STANDARD DRAWING BOLT 3' DIA. NO. D-17. 4' DIA. BOSS TO HOLD SECTION OR SQ. i �' ` +" HAND FINISH SLOPES CORPORATION STOP GROUT TO FOUNDATI DIP PE GRATE IN PLACE GRATE W WATER MAIN 3" PIPE (SEE NOTE MIN. OUP w 3 N0. 5) $- .01 MIN' 25 1/2" MAX NOTES: 2" NOTES: BOSS ONC N E t0 6 31 33" 1. HYDRANT MODEL TO BE APPROVED BY WATERLOO-MORADA FIRE DISTRICT. 5'--10- 1" DIA, MIN. LINE TO EACH LOT. CLASS "B" CONCRETE 2. SEE STANDARDS FOR LOCATION OF HYDRANT. NOTES: e SERVICE PIPE TO BE CONTINUOUS (NO JOINTS SECTION BEIWEEN MAIN AND ANGLE METER STOP. 3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. UNDISTURBED EARTH 90 COMP, x COMP. ELL., 'JAMES JONEs J- 610 w/J-28o6 �.• 4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS. 1. FOR PIPES 33" DIAMETER AND SMALLER. INSERTS MAY BE USED WHERE APPROVED BY AGENCY. I METERS SHALL BE FURNISHED BY THE DEVELOPER. 6" DIA. PVC PIPE (RALS G GREATER WITH CIP EQUIVALENT O.D.) 2. ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY GATE VALVE I$ REQUIRED PRIOR TO ANY PONT OF CONNECTION.�-S' MIN. 5' MIN. 68 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY. PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM 5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER PLAN OF FRAME © BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT © TO A.S.T.M. C-478 SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING. SECTION A -A SECTION A --A CONNECTION TO HYDRANT. CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE © METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH pt+ NOTES: ® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. PRIOR APPROVAL OF THE AGENCY. PIPES LARGER THAN PIPES 24" TO 36" DIA. OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN -PLACE). ® METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY AREAS TO 36" DIA, 1. 2 COATS SE STEELS ALLPITB DPPEOHEATED TWITH O A © INTERIOR COATING WHERE REQUIRED BY AGENCY. HAVE TRAFFIC COVERS. MINIMUM OF 180' OR GALVANIZED. 8. APPURTENANCES PER AGENCY REQUIREMENTS 2. GRATE, FRAME AND SIDE INLET SHALL CONFORM TO ® RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR 9. LOCATOR WIRE WHERE REQUIRED BY AGENCY NOTES: SOUTH BAY FOUNDRY A-645 FRAME WITH EITHER A-390 PVC PIPE INSTALLATIONS, 1. THE FOUNDATION SHALL BE A MINIMUM OF 5' FOR 44" O.D. PIPE AND SMALLER. RMTED OR A-390-M FABRICATED STEEL GRATE. 7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY 2. FOR PIPE LARGER THAN 44 O.D., THE FOUNDATION SHNJ. EXTEND A MINIMUM 3. GRATE SHALL BE CHAINED TO FRAME. 4. GRATE SHALL BE DEPRESSED 1" BELOW GUTTER OF BEYOND EACH SIDE OF THE PIPE. PROFILE GRADE. 3. OPENING TO BE 3' LONG X (I.D. OF PIPE) WIDE, UP TO 3e I.D. PIPE, 5. 24" PIPE BARREL SHALL BE CLASS II R.C.P. OR FOR PIPES LARGER THAN 36" I.D., OPENING TO � 38' DKmETER OR s0m E. CLASS 2 OR 3 NON -REINFORCED CONCRff PIPE, 9 TYPE 1 1 U FIRE HYDRANT ASSEMBLY 1 1 TYPE 1 MAINTENANCE HOLE 7 WATER SERVICE INSTALLATION 8 SADDLE -TYPE MANHOLE FOR 16 PIPE 24�L6 DIA. AND LARGER Q 6 CURB INLET CATCH BASIN 16 1 6 7 .1 REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB CELLA BARR�� IMPROVEMENT PLANS FOR DATE:10/28/1999 R 9 '�( -_ DRAWN BY: RAE/RDF/RHK VA ESTATES SCALE:16 ASSOCIATES BLACK KHORIZONTAL: NTS Z _o / B Nof DESIGN BY: SRO. C 047099VERTICAL: NONE 1 / -� ENGINEERING" PLANNING . LNIDSCAPE ARCMIIECNRE . *TER RMRCES - SURVEYING �� EXP. 12/31/99 * STANDARD DETAILS _ PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRWENTO CA 95825 `STgT 01V l�-��P CADFILE: STD-DET.DWG 28 �OFCAO COUNTY OF SAN JOAQ UIN CALIFORNIA Job No: 530084.01 e PHONE (916) 565-7446 FAX (916) 565-7452 PRINTED: THUR 10/28/1999 14:11:05