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Home My WebLink AboutAug-83 - El Bordo Avenue - D-0229 7`� I'1� (DATE 770 No REVISION 20' CONSTkUCTION 140'11ES 19' h(60 1-7AVIA)(, 1. No construction shall bestarteL without plans approved by Ag, Caw IVA r414 the Engineering Department. The City Engineer shall be PAIA 4- 7' (4; 907 -y notified at least twen' - -four hours prior to starting of construction. Any construction done without approved plans or prior notification to the City Engineer will be rejected 0 and wili- be at the contractor's and/or owner's risk, 7 71eV�P,IC, 11,10EK - All construction work and installations shall'conform to the R " VA (_ C/ C '�� 7 1/ County of San Luis Obispo Standards and Specifications, and 479067VRAL ;I5C_7'10V 51-1/16L al 1 work shall be subject to the approval of the City Engineer. 3 Soils tests shall be done , in accordance with the County Standards and Specifications sections 11-351.1403 and 11-351. TYP. 1404. A- 1 tests must, b -e made within fifteen da -'s prior to placing' material. The test results shall cleariy indicate /VO 5CA 6- the location and source of the material. 4. Compaction tests shall be made on subgrade 'material and material placed as Specified- by the Engineer. Said tests LU shall be made prior to the placing of the next material. 3: t"10— 2 MAX. PiPE INTO MANHOLE X� 24" MIN, FOG -SEAL SS -I SLOPE SHELVES N -o a relative compac- Subgrade material shall be compacted TO DRAIN tion of 95" in the zone between finished subgrade eleva�ion NCITE� 1, M 5 A SHELF 500* BETWEEN MANHOLES, SAW CUT EXISTING PA\iiNG PRIME COAT MC -70 A AX and one foot below. All material in fill sections below the Z zo ne mentioned above shall be compacted to 907, relative < V, 1� INLET 8 OU TLET PIPE SHALL ENTER compaction. cc 1/4 LIP MANHOLE TOP TO TOP� SHEL Tl� EXISTING 3, THERE SHALL BE A MlNiMUNA 0.10* 6. A registered Civil Engineer must cer-tify that the improve- IF A .00 DROP THROUGH THE MANHOLE. ments, when completed, are in acc'ordance with the plans PAVEMENT SECTION 0, prior to the request for final inspection. As -built plans ............... are to be prepared after co'nstruction is completed. The a U) N Civil Engineer certifying the improvements and preparing the --MANHOLE FRAME a COVER - PINKIE -R101 A- 640 OR PLAN C\ I Z:� cl:c` as-bui,lt plans shall be present when the final inspecti�n is W J APPROVED EQUAL, 0 Itt I. made. C Z U-) @am Z 00 NO. 4 REBAR -ALL SIDES "It ce) 7. A base prime coat seal will be applied. < 6" MIN. CLASS a AGG. BASEOR 6 MIN. CLASS 11AGG. BASE CONCRETE COLLAR- Cl ASS A 6 -SACK, 3000 PSI C\I 6 Q_ LO U) AS DIRECTED BY CITY ENGINEER, SEE STANDARD __J_-3*' OR 6" RISER RING 8. An inspectio C 0 r- C) n agreement is required prior to the start of 00 2" M IN. A/C, OR AS DIRECTED BY CURB AND GUTTER DETAIL construction. U) cr CITY ENGINEER, 14� low All utility companies must be notified prior to the start� of 0 0 9� construction. W A/C- SAW CUT EYISTINr, PAVING A MIN, OF 24" FROM GUTTER LIP OR AS DIRECTED BY CITY "----PRECAST REINFORCED CONCRETE MANHOLE 130ROO lqp > 0 (0 ENGINEER, 4) T_ Zo 't r MANHOLE WAL"S SHALL 13E PRECAST TYPE 10. A City encroachment permit is required for all work done LO 't CONFORMING TO STATE STANDARU FOR CLASS 2 within the City right-of-way. co A/C SHALL AbUT 'ro "ISTIN& FAV15MISPT. J0101 sWALL DS TACK COATCO Cf) Ill- 0') REINFORCE"D CONCRETE PIWEI WITIA A 2% 5LOPE 0 0) ll� The Ci ty inspector, -acting on behalf of- the City Engineering LE C/) < Department, may require revisions in the plans to solve (we -fl, Vcp L C) 01)069 5IP604�9- unfotseen problems that may arise in the field. All revisions W C/) shall be su:3ject to the approval of the developer's engineer. W LJJ Cr _J 4) 'OINTS To BEE SET IN WATER -TIGHT SEALANT 0 0 0 NG- A FOG SEAL COAT SS --:1, SHALL BE APRLI.ED OVER ALL NEW A/C, AND AS DIR- //Vl/ Of "e 0. 2, 01: Cc < cc ECTED BY CITY ENGINEER, 566IIA71011) 14 W Z 609$C ifl? 140 0 i > - U) OF 95%, < �OMPA(LTION ALL BASE AND SUBGRADE SHALL BE COMPACTED TO A MIN� LLJ W Q_ 1:'MIN MAX, TRENCH Z 04 Me -164 3 A 00 V,- M,' or 6X W I D;f if I"R, A.5FYA 7 �PA �rc Y� - % �-P�g �rA Z. 91N,6 3eA 4 4,00010 PIRC5 , VOW C&4e0l /1.) Z ^446 P)c 64V91- &ZAVIr 1"5;r FOG SEALSS-I W W PIPE O.D, 04WO ?V ER511AM W.VC945'tf > rn If, , I . . . . I . TACK EDGES a - C' �SS , PC.C. SIX -SACK -3000 PSI CONORETE BASE - MC -70 A > ----------REPLACE IN KIND BUT N9T LESS THAN NOTE 1, CONCRETE W! ", , 2" THICK A.C. PAVING. 6 THICK IN PRIVCWAY E5 IN WWVEWAY ARFA. NO- 4 REaAR AT 12" Q C� 00 SCAI-6 14C CLASS FJ PORTLANIP CEMIENT Crj�4CRCTE 1- 5 SACK, 2500 PS 1 VHW, SAW CUT A.C. a CONCRETE PAVING SLUMP �' Nflt�� , G" MAX.; MONULITHIC W/ (_1jfqi !�, G'Ur TEf�, MK 6" 2 DEPRESSION FOR ORIVEYVAY WILL NOT CE PERMITTED IN' NEvi CUR9 8 GUTTER SECTION A—A CLASS 2 BASE / )-- , 95 % COMPACTION OF BACKFILL UNLESS RAMP IS ALSO CONFTRUCTED, 7 -3 3COPE LINES SHALL COnRESPOND TO SCORING IN ACUPCENT SIDEWALKS- 1/4��DFEP 4. ALLOWABLE FRONTAGE; 5606P. CWA)6C;r10-V 7V AM M ANO L 46,%, 9VA 11, RESIDENTIA' � NIAX, 50110 OF I STREET FRONITAGE;MAX. 2 DRIVE- —90% COMPACTION Of BACKFILL WAYS ; MI K 20' FULL- HEI GHT CURB BETWEEN DRIVEWAY ON EACH 7V PE APITOV60 6Y ///I HARTIA) ciry 6'r h7A5eAPr1-1?0 5AA)11-4'r10A) 06,P7) PROPERTY; 12 GAUGE MIN. COPPFR MAX, 20' WIDTH FOR COMBINED DRIVEWXfS OF /Jo ADiACENT PROPERTIES, LOCATOR WIRE b, COMMERCIAL a INDUSTRIAL: MAX. 70% OF FRONTAGE IF LESS THAN 1 0 100' FRONTAGE, MAX, 60% OF FRONTAGE IN EXCESS OF JOO'; F MIR 20' OF FU�L-HEIGHT CURB BETWEEN ORIVEINWS ONEACH PROPf',RTY; MAX 35' WIDTH COMBINED DRIVEWAYS OF ADJACENT PROK-R-TIES, 90% COMPACTION A/ 0 SCREENED SAND - MAX, I" RESIDI�NTIAL DRIVEWAYS ' SERVING MORE THAN 4 UNITS SHALL BE It"STALLED AS COMMERCIAL, AGGREGATE SIZE 1.) LOCATOtZ WIRe IZGQ U19FI9 0/0 A6t- R/W VARIABLE WAIeR NAIVS � 5'6RV1Ce5 t) NO ROCKS OR DI -0 PAYC-MeVT MAY MIN. 4-6 6 WATER, SEWER OR STORM DRAIN PIPE I)C KPOSIT60 tit-fY OACKFICC. z�. --pu— M, IN, 4" W2 DIA, x 24", SMOOTH DOWEL THROAT TOOLED ECG SLOPE 1/4" PER FOOT TO CURB FAC /--",--SCORE 1/4 Q\ t-4" I RES� 10'MIN.- 2d IIAAX� \-,___WARP FROM PROPERTYLINE 7: U3 X , -, -_ CURB FACE 090 IL FOR COMMERCIAL DRIVE 5 - ----- IA I Comm, 0� , 0- #0 .5c �5 .J� [:�E. J A, SIDEWAL //_-WARP FT?0WI BACK OF \NALK FOR RESIDENTIAL DRIVE IV 16 __-�CURB FACE 4" COMPACTED CLASS nAGGREGATE OR SAND/", % UNLESS OTHERWISE SPECIFIED. V Q) PLAN _VGUTTER G"COMPACTED CLASSII ----TOP OF I LIP AT GUTTER INTEGRAL SIDEWALK AND CUM AGGREGATE BASE UNDER 1,�< 3 CURB aGUTTER t`W0f05W IJ47ek. 1,1A1,5 (4rW 5X1;71"I51 W47 -,-e) 3 ---TOP OF CURB 7_7777 CONCRETE- PC, CONCRETE SHALL BE 5 SACK 2,500 P&I, MIN,, $LV�iP �'MIN,, 6�' MAX, _150- AC0,00.$60 Olq57 �1&/67 (66 &A5) ELEVATION FINISH- Pc,c, SIDEWALK SHALL 8:7 GIVEN A STEEL TROWEL AND LIGHT BROOM FINISH. -5- 190,P056P 56106,e &1A16 (55 5X15-71AIC, 5,-W69) 11-5) OW PeOPO:5EO .5CWER PIAAII�IOL6 SLOPE 1/4" PER FT TO CURB EXISTING SIDEWALK SEALING AND CL*RING-A PIGMENTED SFALING AND CURING COMPOUNO SHALL BE USED 2 IN ACCOR16ANCi WITH THE PROVISIONS OF THE STATE DiVIS�ON OF HIGHWAYS NEW DRIVEWAY STANDARD SPECIFICATIONS, (SECTION 90-7) ATOP0569 S61I,)6k CLEAA10617- CLIP ro DOWELS -i/2" DIAMETER SMOOTH DOWELS, 24" LUNG, AT 24"ON CENTER SHALL HE r1(_1rIf USED AT EXPANSION JOINTS, ANDAT EACH SX.R. AND E.C.R. oo (4. �0 (SCALE.. WWM 6"X d'- 10/10-- 1- N___66" CLASS Z AGGREGATE - I�J - 112" EXPANSION MATERIAL SPACED AT 20' INTERVALS, AT 1090P056,9 6_1661447701 (710P 0,1 CURB F1,0W thV6) (COMMERCIAL ONLY) -4 1-- EXPANSION JO�NTS I 9/�SE EACH B,C,R. AND E.C,R., AND AT EACH SIDE OF DRIVEWAYS. EXPANSION MATERIAL DATE: SECTI ON SECTION SHALL EXTEND TO THE ENTIRE DEPTH OF THE CONCRETE, SCORING - 1/4DEPTH; SOUARES NOT TO EXCEED 51 OR MATCH EXISTING. (LO) rA JOB NO: V PXOM5612 Fl,?6 HY,�;WAA)7- 11/ C�A7_6 VA( -V,- SHEET AIX 6 C.07 1 lip SIA461rWA4K perAll, 5M PRIVIEW4Y PEMIZ.. tD )PROPO56P W1176R 4ILOW-OFF OF SHEETS 0 C/) Z < CC W 0- U) 00 RESIDENTIA' � NIAX, 50110 OF I STREET FRONITAGE;MAX. 2 DRIVE- —90% COMPACTION Of BACKFILL WAYS ; MI K 20' FULL- HEI GHT CURB BETWEEN DRIVEWAY ON EACH 7V PE APITOV60 6Y ///I HARTIA) ciry 6'r h7A5eAPr1-1?0 5AA)11-4'r10A) 06,P7) PROPERTY; 12 GAUGE MIN. COPPFR MAX, 20' WIDTH FOR COMBINED DRIVEWXfS OF /Jo ADiACENT PROPERTIES, LOCATOR WIRE b, COMMERCIAL a INDUSTRIAL: MAX. 70% OF FRONTAGE IF LESS THAN 1 0 100' FRONTAGE, MAX, 60% OF FRONTAGE IN EXCESS OF JOO'; F MIR 20' OF FU�L-HEIGHT CURB BETWEEN ORIVEINWS ONEACH PROPf',RTY; MAX 35' WIDTH COMBINED DRIVEWAYS OF ADJACENT PROK-R-TIES, 90% COMPACTION A/ 0 SCREENED SAND - MAX, I" RESIDI�NTIAL DRIVEWAYS ' SERVING MORE THAN 4 UNITS SHALL BE It"STALLED AS COMMERCIAL, AGGREGATE SIZE 1.) LOCATOtZ WIRe IZGQ U19FI9 0/0 A6t- R/W VARIABLE WAIeR NAIVS � 5'6RV1Ce5 t) NO ROCKS OR DI -0 PAYC-MeVT MAY MIN. 4-6 6 WATER, SEWER OR STORM DRAIN PIPE I)C KPOSIT60 tit-fY OACKFICC. z�. --pu— M, IN, 4" W2 DIA, x 24", SMOOTH DOWEL THROAT TOOLED ECG SLOPE 1/4" PER FOOT TO CURB FAC /--",--SCORE 1/4 Q\ t-4" I RES� 10'MIN.- 2d IIAAX� \-,___WARP FROM PROPERTYLINE 7: U3 X , -, -_ CURB FACE 090 IL FOR COMMERCIAL DRIVE 5 - ----- IA I Comm, 0� , 0- #0 .5c �5 .J� [:�E. J A, SIDEWAL //_-WARP FT?0WI BACK OF \NALK FOR RESIDENTIAL DRIVE IV 16 __-�CURB FACE 4" COMPACTED CLASS nAGGREGATE OR SAND/", % UNLESS OTHERWISE SPECIFIED. V Q) PLAN _VGUTTER G"COMPACTED CLASSII ----TOP OF I LIP AT GUTTER INTEGRAL SIDEWALK AND CUM AGGREGATE BASE UNDER 1,�< 3 CURB aGUTTER t`W0f05W IJ47ek. 1,1A1,5 (4rW 5X1;71"I51 W47 -,-e) 3 ---TOP OF CURB 7_7777 CONCRETE- PC, CONCRETE SHALL BE 5 SACK 2,500 P&I, MIN,, $LV�iP �'MIN,, 6�' MAX, _150- AC0,00.$60 Olq57 �1&/67 (66 &A5) ELEVATION FINISH- Pc,c, SIDEWALK SHALL 8:7 GIVEN A STEEL TROWEL AND LIGHT BROOM FINISH. -5- 190,P056P 56106,e &1A16 (55 5X15-71AIC, 5,-W69) 11-5) OW PeOPO:5EO .5CWER PIAAII�IOL6 SLOPE 1/4" PER FT TO CURB EXISTING SIDEWALK SEALING AND CL*RING-A PIGMENTED SFALING AND CURING COMPOUNO SHALL BE USED 2 IN ACCOR16ANCi WITH THE PROVISIONS OF THE STATE DiVIS�ON OF HIGHWAYS NEW DRIVEWAY STANDARD SPECIFICATIONS, (SECTION 90-7) ATOP0569 S61I,)6k CLEAA10617- CLIP ro DOWELS -i/2" DIAMETER SMOOTH DOWELS, 24" LUNG, AT 24"ON CENTER SHALL HE r1(_1rIf USED AT EXPANSION JOINTS, ANDAT EACH SX.R. AND E.C.R. oo (4. �0 (SCALE.. WWM 6"X d'- 10/10-- 1- N___66" CLASS Z AGGREGATE - I�J - 112" EXPANSION MATERIAL SPACED AT 20' INTERVALS, AT 1090P056,9 6_1661447701 (710P 0,1 CURB F1,0W thV6) (COMMERCIAL ONLY) -4 1-- EXPANSION JO�NTS I 9/�SE EACH B,C,R. AND E.C,R., AND AT EACH SIDE OF DRIVEWAYS. EXPANSION MATERIAL DATE: SECTI ON SECTION SHALL EXTEND TO THE ENTIRE DEPTH OF THE CONCRETE, SCORING - 1/4DEPTH; SOUARES NOT TO EXCEED 51 OR MATCH EXISTING. (LO) rA JOB NO: V PXOM5612 Fl,?6 HY,�;WAA)7- 11/ C�A7_6 VA( -V,- SHEET AIX 6 C.07 1 lip SIA461rWA4K perAll, 5M PRIVIEW4Y PEMIZ.. tD )PROPO56P W1176R 4ILOW-OFF OF SHEETS