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DIAMOND SAW CUT OR MILL REPLACE EXISTING PAVEMENT AND REPAVE `r TRENCH SECTION w TO A CLEAN STRAIGHT EDGL 1/5' ABOENT ADJACENT GENERAL NOTES FINISH GRADE —, PAVEMENT PLANING ASPHALT CONCRETE PAVEMENT - r 1 . The Contractor a e Encroachment Permit from Limits of Clearing and Grubbing the Cit ofStockton for work withinthe Gityurisdcton Location Quantity r� SEE SUBGRADE 2. eonforg�na.5 feet native Sidewalk material back unless new side alk o necessary for ' �� LS' NOTE NO 7 � I (Typ.) unless othe wise noted. South Leg of Harrisburg Place 329 S.Y. ^-_-� 2 5 6 i^ 959, RELATIVE — COMPACTION Referform Details, this sheet. C.G. & S. MIN UNLESS 3. Existing curb, gutter and sidewalk to remain In place unless 1 o L Minor Concrete L. USING otherwise noted on the plans. Existing ROCK WHEEL 4. concrete work shall MAINTAIN G LAWN Pavement ' Cutler � , � ting frontage Improvements ding b � � 1�4" per 1� All exis ro ements inclu a no limited Grade- �c 90% RELATIVE 5 remain trees nd sclue ubsunless otherwisersnoted.and EXISTING COMPACTION -�--- _ _ Existing sprinklers within 'he curb returns to be relocated (SOD) --_ ------- iii .�� f as needed to allow the plat went of minor concrete work. . . � 4" (Min.) Aggregate '- Install Lawn (Sod) 12 Location Quantity Subbase, Class IV as required to restore D Asphalt Concrete adjacent areas 557 RELATIVE COMPACTION 0.50' AS P ON TRENCH DEPTHS 18" ORax I At minor concrete areas (4 Locations) 23 S.Y. (Misa_ Areas) LESS, RELATIVE COMPACTION SHALL BE 959,. ', PROPOSED PIPE OR CONDUIT TYPICAL TRENCH SECTION IN EXISTING STREETS CURB, GUTTER AND SIDEWALK AREA ASPHALT CONCRETE 1. T N H - WHERE THE TRENCH SECTION PARALLELS THE EXISTING CURB AND GUTTER. (MISC. A A I C(�• AREAS)R C A C\ Additional Applicable County Wide Std. Dwg. CW-C1 , CW-C3 & CW-C7 THE EDGE OF THE TRENCH SHALL BE A MIN. OF 1'-0" FROM THE LIP OF THE EXISTING �V S A EAS) GUTTER AND THE PAVEMENT SHALL BE REMOVED AND REPLACED TO THE LIP OF THE GUTTER. 1. Install Expansion Joints at B.C. and E.C. returns 2. BACKFILL - CONTROLLED DENSITY FILL (CDF) SHALL BE MANDATORY FOR TRENCHES Location Quantity and at beginning and end of new sidewalk. B" WIDE OR LESS AS PER SECTION 19-3.066 OF THE STANDARD SPECIFICATIONS. 3, PAVEMENT REPLACEMENT - 1 1/2" OF A.C. SHALL BE PLACED WHEN TRENCHES ARE Paving at South Le Of Harrisburg Place 41 Tons 2. Handicap Ramps, refer to City of Stockton BACKFILLED WITH COE. PAVEMENT SECTION AS SPECIFIED IN AN "ENCROACHMENT 9 9 9 Std. Dwg. 32 for details. PERMIT' SHALL TAKE PRECEDENCE OVER THE PAVEMENT SECTION AS SHOWN. At minor Concrete areas (4 Locations) 5 Tons 4, APPLY FOG SEAL COAT OF CSS-1 OR SS-1 ASPHALT EMULSION. 3. Gutter grade shall be a straight grade between 5. PAVING SHALL CONFORM TO SECTION 100-6 OF THESE STANDARDS AND At 2 1 'I.-.o-.h9�)- lefts conform pc'mts. SPECIFICATIONS. 7 6. ALL VERTICAL EDGES OF EXISTING ASPHALT CONCRETE SHALL BE TACK COATED, 7, GRIND 3" DEEP, 12" EACH SIDE OF TRENCH, AND REPAVE FOR ROCK WHEEL Total T-3fr Tans EXCAVATIONS. REV NO. REV DATE Aa 9r EXISTING STREET TRENCH SECTION 2000 SR p �' o(<Agai�. DIGITIZED 7/1/91 FOR PIPE 4" AND SMALLER Aff, 01/09/02 V R Rr R scAEE CITY OF STOCKTON Eye DATED RR AINc No DAc BY NONE DEPARTMENT OF PUBLIC WORKS 10/7/93 ��A ��-,o/o PAVEMENT REINFORCING FABRIC Roadway & o/- a Location Quantify Right of Way `"y I II South Leg of Harrisburg Place W Sta. 3+64 to Sta. 4+80 (32' Wide) 412 S.Y. B E N J A NI I N H 0 L T D R I V E i ; CoQ 9 10 11 56 •tee I l l � I i � caform R & D 25) L.F. exist. C.G. & S. R & D 32 L.F. exist. C.G. & S. 1 y I I I g'`1 � I ��oee Place 25 L.F. C.G. & 5. - ) P Place 32 L.F. C.G. & S. 102'f_ _ y (P- &COS Standard Dmwing � I I W t i ' / (Per COS Standard Drawing MINOR CONCRETE N 32 32A \ rI o 32 & 32A) Exist. gutter lip—ICU , GUTTER AND SIDEWALK) Conform I- Sta 4+80 - 1 Conform - - - -- � � ��/ /� .". � . . . '. ! . - - - - - - - - - - ----- � � Lo^ation Quantity o . - - - -- - - - -- - - --- - - - - -- -- - - - - - - - --- � --- �� a2• R �_ Jorth West Corner 25 L.F. _ 1 - - - - - R R -- - - R / r - North East Corner 32 L.E . / - - - - - - - - - - 2� �� 9.0' South West Corner (a 39 L.F. +m , j5 —► +m South East Corner (f- -9 ' .F. B E N J A M I N T a H 0 L D R I V E Totals L.F. h a 9 10 11 _ 1 IOI•• N 1 0 8 5' t 2.0 I I 'i 2' a o; +m� �. +m 2 INCH DIA. INTERCONNECT CONDUIT - - - - - • _ — - - - — PVC S I I R �� R -- Location Quantity Includes Pull Rope and 1 8 Copper Wire O I I � R & D 39 L.F. exist. C_G_ & S. �L �\ h' � P # PP ) 3 9$ Place 39 L.F. C_G. & S R & D 39 L.F. exist_ C.G. & S. Sta. 10+80 to Sta. 40+22 2,942 L.F. Place 39 L.F. C.G. & S. i 1 _ LEGEND If - I -- _ © Variable Depth Asphalt Concrete Overlay. Eoxis� Sain.D.LT I yp.) Auyust z/,z6wz (� 2'f I I O.00' Depth of Asphalt Concrete Pavement Planing. cl --- - 1 1 i, -� - 1 �CtESSIpy� ��0 Q�l1� ( I GCo. BorH4� ■ Limits of A��Holt Concrete Pavement Planing. i I I }r�� / jl ■��G � ��'� 1 :1I dOHompgq kI No_ C26g94 a'. R Conform to existing radii (' Ia of Gutter). �, E.p. 3-31-05 I . 1 No CMnpet®y s I �e �1 ® Hone'-ap Ramp, Refer to Curb, Gutter and Cdewalk Area, this Sheet.— �;'�''T 9TF OF �CA`tFO�= Try Person - I a y This Drawing Shaun V&* n , o 4 � I Exi' d Storm Drain Inlet (S.D.L) 11 Informati Q- II MINOR CONCRETE WORK LAYOUT MISCEI LANEOUS .NTERSECTION PAVING (INCL ^S ACCESSIBILITY RAMP) DRAWN BY LATE (� 8 SUBMITTED DATE A'.'-,)VAL RECOMMENDED DATE N1 - TOTAL f _ _ _ =- _JECT ENriINEcR DATE CF'CKEL DATE SUBM SHEET ,.'02 - - I y - - G � UNTr SAN JOA � 111N �'C _ 4LE TYPICAL SECTI( SVD f BENJAMIN HOLT DR F Ar HARRISBURG PLATE No sHEETs 0 �� _ _ ��o�! ��/MM d /ZA0I 4z b �� MARY ^ � Q ' jANT'TI �S i TCDAF - I(,NA1— FP L KAME AC REV � ISIONS DATE ,� SHEET NQ �r� rm� �Le1