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HomeMy WebLinkAbout1993 - El Camino Real ,n r ' r r " - c I . < w •tea':. t t CONSTRUC N 07' T R E TJ ONI P' QTE j CA. J GAMING► REAS.. ��1` APYI.8 �A ° � � �(��, � . �" S ,.p+y .« '('f''��. R . iaA'454 3 S C "'TA''Ei,-,,� u`N\TEE N'" M AY�YiFRO ' T� ARy'.'D WN ✓` l" � �5.� }Mf S r;a671T/RfW y�yryTM� �yy\�� ���3j22 JOB U� �3 }per [p�6 a!6Y-,,WIyy�yy a Fajy • 005 . }'�y� {yam}( Jp� .. y]y�({��'.,. ym yf9. �+�♦ y¢��F \,g.�q�rw�gl. �'.y],j�y�" ��ulyj i {, f i AiMuk a4.'�'l1Mm.{ :r0 MsFJ Yd 'd aM'Mr,N p$.�i� k'•• � ' ""moi. �R �,��. v ' � :F ; i �$ P'Lju • 1 1 ,..:� �: >;,; y'. { '"�.. {'. �,-" �'. ,�� �.; Cs � .. �. �. � - �'„ sem. - .. d.,-»�-..,-.-�...._. ..., -.,- s N; A w � w: � � ,ter° 14 00 ipiv „ , t {�y,��'•yy���� t,' T� sw.. r� , AO 1630) , �d r r " F , m 74 Mg$ �- . - r10A I AaN, , NOW- r . u , h , VVV mfg v w t . A : yrb nlYbe 5 " 01171 r Y i !'" I • Lra j! �0 w ^' t' 3 o hVeIZ. 11"T , ` v i^ t O et yyi " w� ITSM j� N.T.$. • MECHANI fAL AND _I PMEN $C HE PIE w Ity DESCRIPTION jSiA S'♦la WY SEWAGE 150 \✓ 0. 'V 2 -., PACO,DEL 49031 1750 SUBMERSIBLE HT10 HP 2�� 'HAS E PRE—CAST♦ C . `� 6 --0" I.D. ASSOC. CONC . PROD. FOR PUMP STATION WET HT. AS REQ e D INC. ASTM G ? 8 WELL "g . LIFTINCABLES TO LIFT TOUTjf STAINLESS STEEL ' E&LIFTIN J% R&Q 10' PUMPT y#jFFa � S BLE d ASSY. 5 /V x CP -1 PUMP CONTROL PANEL TESCO LIQUITRONIC EM -1 EM RO ,9CY" POWER APPLETON MODEL ,. CONNECTOR MODEL AP2 0044R$ • y r T "' 474 n- AD AND` 72- 8i 3C DOORSUMP . �� �+ REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION, Na. 26-92,-- 3/jO/92 ,PROPERTY LINE GUTTER LIP BACK OF CURB GUTTER FLOW LINE. WATERPROOF L STOPPER & 1 /8 BEND (45") BACK OF SIDEWALK--",,, SEAL/ 4" MIN DIA. ­"VARIE�_ 0 4" MIN. DIA. SEWER LATERAL 1 / 4 " 8 MIN IN EN DIA. I 4 " MIN SEWER LATE SIDEWALK -12 PLACE 1/2"x36" ujvr .zJ7 w7 STEEL REBAR WYE SEWER VARIES AT END OF MAIN LATERAL SEWER MAIN PLAN A CITY ENCROACHMENT PERMIT AND PROPERTY LINE INSPECTION ARE REQUIRED FOR SEWER SERVICE AND INSTALLATION. S 2" CURB & GUTTER - NOTE: I MIN. LATERAL SIZE: (0i 1 LATERAL SHALL, BE CAST IRON PIPE 4" DIA.; MIN. SLOPE 1 OR PVC PIPE ENCASED IN CONCRETE 1 11/4" PER FOOT WHEN THE COVER IS LESS THAN. 36" OVER TME TOP OF PIPE' OTHERWISE,' PLACE 1/2"x36" LATERAL SHALL BE SDR 35 PVC. STEEL REBAR AT END OF LATERAL WYE. 1/8 BEND (45") SECTION INSTALL WATERTIGHT. SEAL SEWER MAIN IF NOT CONNECTED NOTES: TO BUILDING SEWER. 1. .'IS" SHALL BE MARKED ON CURB OYER. LATERAL. 2. THE "S#p SHALL BE STAMPED INTO NEW CONCRETE AND SHALL BE CHISELED INTO EXISTING CONCRETE. 3. THE "S" SHALL BE NOT LESS THAN 3" HIGH, 2" WIDE AND 3/16" DEEP. 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM WATER SERVICE. 5. INSTALL MAGNETIC. TAPE AT A DEPTH OF 24"' 32", THEN UP TO SURFACE. CITY OF ATASCADERO V. S. ENGINEERING DEPARTMENT DRAWING, NO. _V. S. V. S. 2`9z_ , SEWER LATERAL LOCATION 603 TYPICAL ECCENTRIC CONE 606 2 : PRECAST CONCRETE MANHOLE E /G REVISIONS APPRO"."Al.-S REVISIONS APIDD, n% IPA I (Z - DESCRIPTIONS REVISIONS A P P R 0 V A L S COUNCIL RESOLUTION NO. 26-92 3/10 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 92 CAP NOTE: 0WITI-4. NEW SEWER INSTALLATIONS: 45° PRECAST . REINFORCED MANHOLE BASES (2)WITH EXISTING SEWER: �QASF= 45° POURED IN PLACE CLASS "A" CONCRETE NEW SEWER MANHOLE BASE PER S.L.O. CO. STANDARDS DRAWING NO. S-3 Z�! 0- z A Al- STANDARD WYE < (n 0 cy- STREET ISHELF MANHOLE FRAME AND COVER TO CONFORM (o p.yX 0 i SHELF WITH STANDARD DETAIL NO. 608 t t] SLOPE SHELVES TO DRAIN EAu Ile - STOPPER & SEAL PLAN VIEW J- WYE 45 A.C. PAVEMENT 6 CONCRETE COLLAR 3" OR 6" RISER RING (9- MAXIMUM) 24 PRECAST CONCRETE (TYPICAL) MANHOLE WALLS SHALL BE A PRECAST TYPE CONFORMING TO ASTM STANDARD C478 -61T FOR C' -ASS. 2 REINFORCED CONCRETE PIPE. X MANHOLES SHALL BE WATERTIGHT JOINTS TO BE SET IN A WATERTIGHT • SEALANT APPROVED BY THE ENGINEER. LEAVE OUT PIPE IN CHANNEL OR PIPE SHALL BE PRECUT BEFORE PLACING 48 BASE. PRECAST, REINFORCED MANHOLE BASES WITH INFLOW AND -OUTFLOW COUPLINGS CAST IN AT ENGINEERED INVERT, ANGLE, AND SLOPE ELEVATIONS. i., RADIUS BROKEN OR CHIPPED RIINGS AND CONES SHALL NOT BE USED EXCEPT BY APPROVAL OF THE ENGINEER. CA RUBBER WATER STOP WITH STAINLESS 60" MIN, STEEI, BAND ATTACHED TO ALL FITTINGS TO INSURE WATER TIGHTNESS. SECTION A A CITY OF-- ATASCADERO ENGINEERING DEPARTMENT DRAWING NO. DRAWN BY: R.A.L. DESIGNED Y. . ---- TYPICAL ECCENTRIC CONE 606 2 : PRECAST CONCRETE MANHOLE E /G REVISIONS APPRO"."Al.-S REVISIONS APIDD, n% IPA I (Z - DESCRIPTIONS BY 'DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10 SEWER MAIN THREADED /9-2 DESCRIPTIONS 8Y DATE APPROVED CIL RESOLUTION NO, 26-92 CASE 2 NEW WATER MAIN SAND. BED \`� �.it ` �! } ) { I. PLAN. ZONE A" 0 7ONE "A"' ZONE "9 �4:. I 1/8 BEND ZONE SPECIAL SPECIAL PERMISSION PIPE BEND w s 3' 6 VARIABLE LENGTH SPECIAL PIPE top" fpw THE VERTICAL PIPE SHALL BE BRACED cn, WHILE BACKFILLING TRENCH < > TRENCH WIDTH 6 3 Uj CLASS "A" SPECIAL 4" CONC.. BASE z m PERMISSION MIN BEND T, I. 2" MIN. COVER IN AROUND LATERAL/ i 6" o o IPE O.D. �\. pr COMPACTED SAND OR APPROVED GRANULAR NOTE: ALL JOINTS ON SEWER MATERIAL LATERAL PIPE SHALL BE TICAL ON EITHER SIDE OF CENTER UNES' COMPRESSION TYPE OR NOTES: ZONES IDEN APPROVED SOLVENT WELD.' ZONE "P" IS A PROHIBITED ZONE, SECTION 64630 (e)(2), P.V.C. PIPE MUST PASS A SOLID CALIFORNIA ADMINISTRATIVE CODE, TITLE 22 BALL TEST FOR DEFLECTION. CITY OF ATASCADERODRAWN Cl TY OF ATASCADERO DESIGNED BY: DESIGNED BY: R.A.L. ENGINEERING _t DRAWING NO. R.A.L.EPARTMENT ENGINEERING DEPARTMENT DRAWING NO. S.J.S. SEWER AND WATER D�TE 604 D2TE: 602 2 27:Z92 STEEP SEWER SERVICE LATERALS 2 2,7 Z9 2 FILENAME: PARALLEL CONSTRUCTION FILE NAME: AT604'DWG AT602.DWG -- ---- - - . --- 921 -bY ---- DESCRIPTIONS -bATE APPROVED COUNCIL RE NO. 26-92 3/10 SEALED, BLIND PICK HOLE REVISIONS APPROVALS DESCRIPTIONS 8Y DATE APPROVED COUNCIL RESOLUTION NO. 26-92 . . . . . . . ......... SKID RESISTANT CUT EXISTING ROADWAY TO PROVIDE VERTICAL SURFACES AND SQUARE CjDRNERS. CUT EDGES WILL* BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH EDGES E i S FINAL S INTO UNDISTURBED MINIMUM 2 INCHES GRADE Z M ROAD BED (BOTH SIDES) ASPHALT OTHERWISE 2 MATCH EXISTING, Z Z 777777-'I�'77Z7 0 o o 0. Z- oo 0- 00 0- 0 0- 0 0- oo 0-0 o 00 0 0- ►Wk 0- 0 0 0 *�o /4 0�0 0 pp 43 0 0 0 0 4 0 4©0 0 1p 0 -0 4 , 4 0 0 0 0 0 01. 0 0 0 0 95% RELATIVE COMPACTION 6". CLASS 2 24" AGGREGATE BASE SEE NOTE BELOW ,,.,,5ELECT BACKFILL FREE CONCERNING TRENCH INSTALU---­*' FROM DEBRIS AND IN EASEMENTS. MAGNETIC DELETERIOUS MATERIAL. TRACER TAPE o COMPACTED SAND 90% RELATIVE COMPACTION, OR APPROVED GRANULAR MATERIAL. ALL 'CONTACT SURFACES TO BE MACHINED .26-1/4* 6" 25-13/32" co z 25-11/32- 6" MIN 6" MIN 1/32' •8" MAX MAX of �kr T -I lo -`-2 TAPER 404 6" BE[ OW FL �zm 24" A CITY ENCROACHMENT PERMIT AND INSPECTION ARE REQUIRED FOR 3i-1 2owl TRENCHING IN PUBLIC OR COLONY GREATEST O.D. DIMENSION RIGHT -UI WAYS. AT PIPE JOINTS SOUTHBAY FOUNDRY 1900 OR APPROVED EQUAL NOTE: A MINIMUM OF 90%' RELATIVE COMPACTION IS PERMITTED IN A'NON-.-R ADWAY,,,�;IRENCH STRUCTURES I I '­ 13 E BUIL3 WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCT'RURES IRE,, NOTE. CAPACITY SHALL BE ADEQUATE FOR OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SEC STATE. H 20- Sl 6 TRAFFIC LOADING DRAWN BY:CITY OF ATASCADERO OF ATASCADERO C. A. C: ENGINEERING DEPARTMENT DRAWING NO. V. S. f ENGINEERING DE DESIGNED BY: PARTMENT DESIGNED BY: .s.i.s. V.S. DATE - DATE: 608 BACKFILL REQUIREMENTS FOR 2/27Z92 SEWER MANHOLE COVER - I 77D 2 ? 2 0 f�il fF-NAME: FILE NAME": WATER OR SEWER LINES AT608.DWG AT702.DWG 10 i Q Cq 0 d UC z i IL CL Z ©i < _j UJ I to0 uj z CL LLI 11< 1 V) 1 I <I 0 < z m > Ld (A .21 lo F 0 F-4. s 29743 Exp 3131/% 6" MIN SEWER MAIN THREADED CAP 45° 4* MIN. �QASF= 45° CLEAN—OUT NEW SEWER RISER PIPE Z�! 0- z STANDARD WYE < (n 0 cy- STREET * AOR WYE SADDLE CLASS "A* " (o p.yX 0 ELBOW 45 a CONC. BASE EAu Ile - STOPPER & SEAL WYE 45 CASE 2 NEW WATER MAIN SAND. BED \`� �.it ` �! } ) { I. PLAN. ZONE A" 0 7ONE "A"' ZONE "9 �4:. I 1/8 BEND ZONE SPECIAL SPECIAL PERMISSION PIPE BEND w s 3' 6 VARIABLE LENGTH SPECIAL PIPE top" fpw THE VERTICAL PIPE SHALL BE BRACED cn, WHILE BACKFILLING TRENCH < > TRENCH WIDTH 6 3 Uj CLASS "A" SPECIAL 4" CONC.. BASE z m PERMISSION MIN BEND T, I. 2" MIN. COVER IN AROUND LATERAL/ i 6" o o IPE O.D. �\. pr COMPACTED SAND OR APPROVED GRANULAR NOTE: ALL JOINTS ON SEWER MATERIAL LATERAL PIPE SHALL BE TICAL ON EITHER SIDE OF CENTER UNES' COMPRESSION TYPE OR NOTES: ZONES IDEN APPROVED SOLVENT WELD.' ZONE "P" IS A PROHIBITED ZONE, SECTION 64630 (e)(2), P.V.C. PIPE MUST PASS A SOLID CALIFORNIA ADMINISTRATIVE CODE, TITLE 22 BALL TEST FOR DEFLECTION. CITY OF ATASCADERODRAWN Cl TY OF ATASCADERO DESIGNED BY: DESIGNED BY: R.A.L. ENGINEERING _t DRAWING NO. R.A.L.EPARTMENT ENGINEERING DEPARTMENT DRAWING NO. S.J.S. SEWER AND WATER D�TE 604 D2TE: 602 2 27:Z92 STEEP SEWER SERVICE LATERALS 2 2,7 Z9 2 FILENAME: PARALLEL CONSTRUCTION FILE NAME: AT604'DWG AT602.DWG -- ---- - - . --- 921 -bY ---- DESCRIPTIONS -bATE APPROVED COUNCIL RE NO. 26-92 3/10 SEALED, BLIND PICK HOLE REVISIONS APPROVALS DESCRIPTIONS 8Y DATE APPROVED COUNCIL RESOLUTION NO. 26-92 . . . . . . . ......... SKID RESISTANT CUT EXISTING ROADWAY TO PROVIDE VERTICAL SURFACES AND SQUARE CjDRNERS. CUT EDGES WILL* BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH EDGES E i S FINAL S INTO UNDISTURBED MINIMUM 2 INCHES GRADE Z M ROAD BED (BOTH SIDES) ASPHALT OTHERWISE 2 MATCH EXISTING, Z Z 777777-'I�'77Z7 0 o o 0. Z- oo 0- 00 0- 0 0- 0 0- oo 0-0 o 00 0 0- ►Wk 0- 0 0 0 *�o /4 0�0 0 pp 43 0 0 0 0 4 0 4©0 0 1p 0 -0 4 , 4 0 0 0 0 0 01. 0 0 0 0 95% RELATIVE COMPACTION 6". CLASS 2 24" AGGREGATE BASE SEE NOTE BELOW ,,.,,5ELECT BACKFILL FREE CONCERNING TRENCH INSTALU---­*' FROM DEBRIS AND IN EASEMENTS. MAGNETIC DELETERIOUS MATERIAL. TRACER TAPE o COMPACTED SAND 90% RELATIVE COMPACTION, OR APPROVED GRANULAR MATERIAL. ALL 'CONTACT SURFACES TO BE MACHINED .26-1/4* 6" 25-13/32" co z 25-11/32- 6" MIN 6" MIN 1/32' •8" MAX MAX of �kr T -I lo -`-2 TAPER 404 6" BE[ OW FL �zm 24" A CITY ENCROACHMENT PERMIT AND INSPECTION ARE REQUIRED FOR 3i-1 2owl TRENCHING IN PUBLIC OR COLONY GREATEST O.D. DIMENSION RIGHT -UI WAYS. AT PIPE JOINTS SOUTHBAY FOUNDRY 1900 OR APPROVED EQUAL NOTE: A MINIMUM OF 90%' RELATIVE COMPACTION IS PERMITTED IN A'NON-.-R ADWAY,,,�;IRENCH STRUCTURES I I '­ 13 E BUIL3 WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCT'RURES IRE,, NOTE. CAPACITY SHALL BE ADEQUATE FOR OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SEC STATE. H 20- Sl 6 TRAFFIC LOADING DRAWN BY:CITY OF ATASCADERO OF ATASCADERO C. A. C: ENGINEERING DEPARTMENT DRAWING NO. V. S. f ENGINEERING DE DESIGNED BY: PARTMENT DESIGNED BY: .s.i.s. V.S. DATE - DATE: 608 BACKFILL REQUIREMENTS FOR 2/27Z92 SEWER MANHOLE COVER - I 77D 2 ? 2 0 f�il fF-NAME: FILE NAME": WATER OR SEWER LINES AT608.DWG AT702.DWG 10 i Q Cq 0 d UC z i IL CL Z ©i < _j UJ I to0 uj z CL LLI 11< 1 V) 1 I <I 0 < z m > Ld (A .21 lo F 0 F-4. s 29743 Exp 3131/%