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"SANITARY" OR <br />"STORM' AS <br />APPROPRIATE <br />(1 1/2" LETTERS) <br />1 1/4" SQUARE PATTERN <br />1/8" HIGH <br />1 1/2" 0 — 3 HOLES <br />/—EQUALLY SPACED <br />a <br />IN 1 1/4" 0 �Q� N IT .1 c • 5• I PRY HOLE <br />PRY HOLE pp yO� ❑❑ 0 O I " <br />pppo ppo w 1�2" <br />! B B <br />❑ ❑ ❑ ❑ O ❑ ❑ ❑ . ! o e ° 4 <br />e <br />O OOOp ❑ c �CABLE TV 5 8" DIA <br />.vi� STREET UGH 2"MIN 3 HOLES <br />6_ a CONDUIT <br />O ZLEPHONE <br />GAS <br />PICK HOLE TRENCH LINE <br />OO p Q O ObM� <br />SECONDARY <br />RY ATYPICAL WATER SERVICE y 1 1/4" <br />3/4' 1/2" <br />STEEL BAR +� <br />17/32" 1V DIAMETER TYPICAL <br />L SANITARY HOUSE LATERAL PLAN <br />1" <br />®6"MIN. <br />i32 <br />5-1/2" CLEANOUT WHERE <br />PLAN REQUIRED BY AGENCY 1/6" SECTION C—C n 11"�; JI <br />TYPICAL SECTION 12" MACHINED n 14"--�j I . <br />SECTION B—B 27.. <br />25 5 8" 10"IN <br />25 1 2" 9 3/ » SURFACES rr=13 3/4" '° j <br />MACHINED _ IL <br />1 1/4" SEATING SURFACES104 I 7/8"� 1/2 R <br />12" <br />L SECTION A—A <br />1/2" 21 I1 z"1 1/4" NOTES SECTION B—B <br />24" 4 RIBS O 90' SPACING 1. • DENOTES CABLE AND/OR CONDUIT. <br />® COMPACTION OF THIS TRENCH SHALL BE 85% MINIMUM. NOTES: <br />32 ala 3. UTILITIES TO BE PLACED AS PER PUBLIC UTILITY COMPANY REGULATIONS. 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />® ALL SERVICES CROSSING UNDERNEATH PRIMARY AND SECONDARY ELECTRICAL LINES CONFORMING TO ASTM A-48—CUSS 30. <br />NOTES: SECTION A—A SHALL HAVE A MINIMUM 6" CLEARANCE. ELECTRICAL LINES SHALL HAVE A MINIMUM 2. FRAME AND COVER SHALL BE LASS 34 RATED. <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON OF 12" CLEARANCE IF PLACED BELOW SERVICE LATERALS. <br />CONFORMING TO ASTM A-48—CLASS 30 5. WATER SERVICE AND SANITARY SERVICE SHALL HAVE A LATERAL CLEARANCE OF 30" 3. FRAME SHALL WEIGH APPROX. 45 LBS. <br />2. FRAME AND COVER SHALL BE HS20-44 RATED.MINIMUM. 4. COVER SHALL WEIGH APPROX. 25 LBS. <br />3. FRAME SWILL WEIGH 140 LBS. MINIMUM; <br />6. THE LOCATION OF THE TRENCH SHALL CONFORM TO AGENCY REQUIREMENTS. 5. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />COVER SHALL WEIGH 130 LBS. MINIMUM. CONFORMING TO A.W.W.A. C203. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL 6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. <br />CONFORMING TO A.W.WA. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. <br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED sy REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPaovED By <br />COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN <br />MAINTENANCE HOLE olm JOAQUIN P COUNtt PATE sur JOAOIIaI COUNT �� <br />°' IMPROVEMENT arPDN� UNDERGROUND SAN <br />COUNTY <br />�• °^ LAMPH0LE SAN' (wn`°°"TM DATE <br />— <br />Dw[CTg1 ar rUeLC NalaOf <br />FRAME AND COVER STANDARDNO. —M3 UTILITY LOCATIONS IMPROVEMENT NNAAN. FRAME & COVER IMPROVEMENT CW—M5 <br />CW—U3 _ STANDARD N0. <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E O 800-743-5000 <br />R/W <br />50' —" <br />25' 25' <br />3' AC <br />6 1/2' 2• 16' 16' 2' 6 1 2' <br />Rz5 / 1/22X1/2 / <br />T1-4 2:1 (TYp) <br />ococcccccc c o coc co ooc... <br />Vertical Curb & Gutter <br />6.5" AB PRIME COAT <br />TYPICAL STREET SECTION <br />NOTES: <br />PAVEMENT SECTION IS BASED ON INFORMATION PROVIDED IN THE SOILS <br />REPORT BY ENGEO AND BASED ON CAL TRANS DESIGN PROCEDURES. <br />G <br />VERTICAL <br />CURB & GUTTER <br />7'-6" MIN. OR AS SHOWN ON PLANS <br />5'-0" MIN. OR AS SHOWN ON PLANS 1 2'-6" <br />SCORE MARK IF MONOLITHIC POUR om <br />41 <br />SLOPE I 4— PER FOOT 1 1/2" <br />° . 2' <br />T '4 ., 1 1/2" <br />6" 12" O.C. ° ° .• <br />.. <br />6" 6" <br />1 1 1/2" x 3 1/2" KEY, <br />UNLESS POURED MONOLITHIC <br />VERTICAL CURB, <br />GUTTER & SIDEWALK <br />P/L <br />1/2" Up <br />Section A—A <br />NOTES: <br />CORD DRAW'.11 <br />❑1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED 1. Driveway to be located entirely within the frontage of lot served. <br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. 2. Minimum 3' of vertical curb between adjacent driveways. <br />BION DATE COUNTY WIDE IMPROVEMENT STANDARDS A1�PRwEO B1' By � a <br />COUNTY OF SAN JOAQUIN , Feb. ,,,, Po TYPICAL RESIDENCE DRIVEWAY <br />VERTICAL CURB, Dow= a PUix: w=% SAN JOAQUIN <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING o PLANNING o SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 3404 <br />LINDLY ESTATES <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />AND TYPICAL STREET SECTION <br />JUNE, 2005 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />REV. NO. DESCRIPTION DATE SCALE: N.T.S. BENCH MARK:__ EL.: SHEET <br />DRAWN BY: EK DESCRIPTION: 15 <br />DESIGNED BY: OF 15 SHEETS <br />CHECKED BY: JOB NO. <br />AS BUILT BY: 0559 <br />AT VERTICAL CURB &GUTTER <br />GUTTER & SIDEWALK <br />CODNIY DATE <br />� <br />IMPROVEMENT CW—C7 <br />STANDARD N0. <br />JLD <br />'•••" <br />COUNTY OF SAN JOAQUIN <br />aa. JUN <br />.. NONE <br />uwe a" <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING o PLANNING o SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 3404 <br />LINDLY ESTATES <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />AND TYPICAL STREET SECTION <br />JUNE, 2005 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />REV. NO. DESCRIPTION DATE SCALE: N.T.S. BENCH MARK:__ EL.: SHEET <br />DRAWN BY: EK DESCRIPTION: 15 <br />DESIGNED BY: OF 15 SHEETS <br />CHECKED BY: JOB NO. <br />AS BUILT BY: 0559 <br />