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B d D D ► THRUST BLOCK AREA IS BASED ON THE SIZE OF THE BRANCH LINE. �5 I'll 1 1/4- SQUARE PATTERN „SANITARY' OR < 1/8' HIGH m Y , i VAM "STORM" AS APPROPRIATE 1 1/2' 0 - 3 HOLES m Z „ "B.. s = " •.B•," (1 1/2" LETTERS) EQUALLY SPACED Z ` I '' .apADJUST BOX TO GRADE A • A a F PER COUNTYWIDE STANDARDS 3' AC APRON 2-1/2' TYP. 14-1/4" TYP FLOWLINE1'x 1 1/4,OC1QO� ° J.� :'A„ "A.,11-11T,OF DITCH,PRY HOLE OQ ❑ O O . � 1' MIN. 1' MIN FINISHED GRADE Fr SU a o 0 0 oOo 0 0 TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK 3g8..R 334" R ❑❑ ❑❑ ❑❑ ❑ o c A A QQ Q O BEND TEE OUTLET DEAD END 1Y 7_1/2, $ 9" 9" 5 MAX EDGE OF PVMT 3' R O O ❑ _ ti Y AL50 SEE NOTE m M NU O O O ❑ PICK HOLE 45' MAX. (TYP. FOR ALL B ANGLES 1/7• PATTERN LETTERS 3/4„ 1/2" STEEL BAR ® 4" 1` DIAMETER PLAN VIEW 1" VENT HOL MACHINED COVER LIF Xi b FRAME I--1, 17/37" -1 20" I SEATING MACHINED HOLES 30 5-1/2" 1"--I r1 1/4" -{ �3/4" 1/8" SURFACES 1' MIN. - SEATING --{ 1' ��2 1/8" PLAN SECTION C -C ,y T SURFACES , --�- 3 3/8` .,t 3 1/ TYPICALTHRSE ION THRU 27, SECTION B -B i 1/4" f 25 51T -"I 1-1 3/8" 2" --{ �--5/8" NOTES ' ST 25 1 2" MACHINED 18 1/4" 1. ALL THRUST BLOCKS SHALL 1/q _T ING SURFACES - 22 1/4' -� BE CSOIL, �/2^�1 f 1 1/4" SECTION A -A 2. RESTRAINT SYSTEM FOR VERTICAL PIPE BENDS SHALL DIAMETER I BE APPROVED BY THE NOTES: AGENCY. SECTION A -A 21 1 2 4 RIBS 0 90' SPACING 1. FRAME & GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING 3 FOR PIPES THRUST ESLARGER THANTRAINT 12' NOTES: 32 3/B" 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 ALLUWAULt LBS. PER SO777 6" LINE OR SMALLER "A" '•B" 22 1 7 1'-6" 1'-6" 45' 2'-0" 2'-0" 90 3'-0" 2'-6" TEE OUTLET '-6" 2'-0" DEAD END 2'-6" 2'-0" 8" LINE 22 112' 90 TEE OUTLET _ 6'-Q" DEAD END - 10" LIN 22 1/7 31-01, 2•-0" 4 -s"'-0" 4'-0"31-61, DEAD N 4'_U" 3'-6" 12" LIN 22 1 3'-0" 3'-0" 45 il 4--0" 11 4'-0" 90, T-0" 1 4r_ U? TEE OUTLET 5'-0" 1 4'-0" DEAD END 5'-0" 1 4'-0" 6 ONCRETE COLLAR NOT PLAN II CURB & GUTTER INSTALLATION F tos3/8 m 2'-O" MIN. © 5' MAX. (U NOTES: 17' DIA. MIN. S`0.01 FT/,F7 MIN. 1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY. 6" 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 W 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 2. FRAME AND COVER SHALL BE HS20-44 RATED. 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON 5, GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN . C CONFORMING TO ASTM A -48 -CLASS 30 6. MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENCY. 4. CONCRETE SHALL BE CLASS B. SIDEWALK AREA. NOTES 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 1❑, GRATE AND FRAME SHALL CONFORM 70 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. m18" PIPE 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 LBS. MINIMUM. ® 1/4" X 6" U BOLT CAST INTO GRATE AND FRAME B. 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 CONFORMING TO A.W.W.A. C203. 3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY. 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. Q 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. CATCH BASIN ASSY TO BE SET 0.5' BELOW FLOWLINE Of DITCH. 1 SURVEY MONUMENT 2 MAINTENANCE HOLE4 THRUST BLOCKS 1 6 FRAME AND COVER 3 18" STORM DRAIN INLET _ 5 VALVE BOX DETAILS 6 18W STORM DRAIN 16 FRAME AND COVER 16 FRAME AND GRATE 16 1 6 16 INLET CATCH BASIN 4'x4'-4" CONIC. PAD -I HYDRANT A GROUT SMOOTH ALL EDGES OF PIPE OPENING 30' MIN PUMPER OUTLET FACING STREET MAINTENANCE HOLE FRAME & COVER. ADJUST TO GRADE PER COUNTYWIDE STANDARDS P. L. TOP OF CURB 10 I 7' MIN, �5 REBARS (TYPICAL) 16" MIN. 4" MAX. 7 PAVEMENT - fLOWUNE OF 20" MAX. STANDARD ❑7 GUTTER -2 - EXPANSION b -1 8 VALVE BOX IXPANSION a JOINT r.. INSTALL GRADE RINGS AS REQUIRED 8" MIN JOINT _ _ " FOR GRADE (GROUT IN PLACE) 12' MAX. 12" MAXIMUM. ---1�- " iAe;.• rGh!Y sft ? T" + ' 4"CLEARANCE HYDRANT " 1--24" MIN-� PRECAST REINFORCED CONCENTRIC COUPLING, UP Of CUTEER CATCHBASIN ASSEMBLY 70 BE SET MECHANICAL JOINT 7c ,, E: ANGLEMETEBY OWNER 1" BELOW FLOW UNE OF GUTTER ❑5 iv R�, CONCRETE CONE 2 oE€�o�ER PLAN s .. 30" MIN. rl © '"• ® '`�" rc SERVICE 900 MIN. A I 3' OPENING (SEE NOTE NO 3) SIDEWALK �Y MIN ./-ppENHAT �ING 24" THRUST BLOCK �,� _-,.II 1/ -�'1I '` II Sti o Q ALL JOINTS SHALL BE SET SADDLE ° rc 5 ON FULL MORTARED BED AND BANDED WITH MORTAR ON PLAN VIEW BOTH INTERIOR AND EXTERIOR i 4' DIA. 1/2 DIA t N CONCRETE BLOCK THRUST 4 SURFACES. Q ©/ STANDARD STORM DRNN MANHOLE BOLT• REFER TO STANDARD DRAWING SECTION GATE VALVE BLOCK ` h 3 DIA NO. D-17. 4' DIA. BOSS TO HOLD OR SQ GROUT TO FOUNDATI GRATE IN PLACE z GRATE �' ` HAND FINISH SLOPES CORPORATION STOP D%l 2 2" PIPE - 24" DIA. CONIC. lY DIA `�+ W' • I WATER MAIN 3" PIPE (SEE NOTE MIN. N0. 5) S- .01 MIN. ._...( 25 1/Y > MAX ,r I ' 7 NOTES .,'k " .u'aF�D 6 4. NOTES: BOSS ONC . E 1 C 33" 1. HYDRANT MODEL TO BE APPROVED BY WATERLOO-MORADA FIRE DISTRICT. I`- 5'- 10" 28 1" DIA. MIN. UNE TO EACH LOT. CUSS "B" CONCRETE a 3" 2. SEE STANDARDS FOR LOCATION OF HYDRANT. NOTES: SERVICE PIPE TO 8E CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP. 8• 8' SECTION 3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. UNDISTURBED EARTH 90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806 ' ' 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. 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.) METERS SHALL BE FURNISHED BY THE DEVELOPER. I I I 86 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED Q ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION. 5 MIN. -+j I'�5' MIN. �'I 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. © METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH++ ++ NOTES: ® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. ® CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE 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 canis COATSOFS ALL B H DIPWITH PED HAVE TRAFFIC COVERS. A ©INTERIOR COATING WHERE REQUIRED BY AGENCY. B. APPURTENANCES PER AGENCY REQUIREMENTS MINIMUM OF 180 OR GALVANIZED. 9. LOCATOR WIRE WHERE REQUIRED BY AGENCY2. GRATE, FRAME AND SIDE INLET SHALL CONFORM TO © RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR NOTES: SOUTH BAY FOUNDRY A-645 FRAME WITH EITHER A-390 PVC PIPE INSTALLATIONS. 1. THE FOUNDATON SHALL BE A MINIMUM OF 5' FOR 44" O.D. PIPE AND SMALLER. RMTED OR A -390-M FABRICATED STEEL GRATE. 2. FOR PIPE LARGER THAN 4C O.D., THE FOUNDATION SHALL EXTEND A MINIMUM 3. GRATE SHALL BE CHAINED TO FRAME. 7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY OF rs BEYOND EACH SIDE OF THE PIPE. 4. GRATE SHALL BE DEPRESSED 1" BELOW GUTTER 3. OPENING TO BE 3' LONG X (I.D. OF PIPE) WIDE, UP TO 38^ I.D. PIPE. PROFILE GRADE. 5 FOR PIPES LARGER THAN 36" I.D., OPENING TO BE 36" DIAMETER OR SQUARE. . 24" PIPE BARREL SHALL BE CLASS II R.C.P. OR CUSS 2 OR 3NON-REINFORCED CONCRETE' PIPE, V 8 SADDLE -TYPE MANHOLE FOR 9 TYPE 1 10 FIRE HYDRANT ASSEMBLY 1 1 TYPE 1 MAINTENANCE HOLE 0 7 WATER SERVICE INSTALLATION 16 PIPE 24W DIA. AND LARGER 16 CURB INLET CATCH BASIN 1 6 QS) 16 N REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJBpFEsS/py IMPROVEMENT PLANS FOR DATE:10/28/1999 - CELLA BARB �Q DRAWN BY: RAE/RDF/RHK �� R 9 ql BLACK OAK ESTATES SCALE: LB - ASSOCIATES ~ Z z / z a / HORIZONTAL NTS OF o_ DESIGN BY: SRB NO. C 047099 �ii VERTICAL: NONE ENGNEERNG•PLA/WING. LANDSCAPE NtCNIWURE. WATER RESWRCES. SURVEYING 1% EXP. 12/31/99 STANDARD DETAILS *sp CIV1�- �a�P CADFILE: STD-DET.DWG 28 PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 gTFCFCAU COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 PHONE (916) 565-7446 FAX (916) 565-7452 0 PRINTED: THUR 10/28/1999 14:11:05