R241 - R249 - Laserfiche WebLink

Home Browse Search

12Existing Existing povement Dia. or Sq. Standard frame and pavement V a r ° See note 7 0 6^ cover assembly LO NOTES:2 N Typ. A.C. Min. 0.4' Min. 0.4' 1 . One street sign is required4" at each intersection. °°°°°°°° °° ," °° °°°°°°o°°°°°°° Min. 05 -7Vary slope to meet = ST ogBoQooggoogoaoa° °oagoogo8og8° go°°°°gig ground maximum 10% slope 2. Block numbers are to be acquired MAIN 100 E from the San Joaquin County q B °°°°°° °°°°°°° °° ° °°°°�'PC.C. 6..0°000 °000° Community Developement °°° °°° ° °°°°°°°°°°°°��°oo 3'°0000aao 000�0000p00p000p0o SECTION A—A = Department. 1/2„ R (tyP) N \ = 3. See improvement plans for �� ,.,. .�� A r) °D location of traffic control ri devices. Undisturbed Survey monuments R/W R/W TYPICAL STREET SIGN 4. The length of the street sign basement soil 3/4"0 x 30" iron pin W� varies due to the length of with identification marks the street name. 5. See Standard Drawing No. R-23 Ses� for proposed sidewalk TYPICAL SECTION Alternate Material per.sin locations. 96. Stop signs shall be 30" for Ditch flowlineede chart below ' urban areas and 36" for rural areas. — — :See note 7 'k 7. Use the following for terminal r min. diameter cross pipe red ST streets: whe5.05" s m (see note & 5) :M::A: IN 100 Eme 3.36" A �cl fp ^dry AEN Black 3 SUR f� U D Set pipe it line with � Ed a of existing pavement 6.00" 5/8" g 3/4 I Sign-Calif existing ditch of 9 9 P symbol R Hwy Code W31 elevation that will A T 0 P on yellow X 34 (30" x 30") not al drainage background R natural drainage M N RURAL DRIVEWAY N Edge of pavement or back of dike TYPE W PAVEMENT Sign-Calif Hwy (Min.) (Max.) (Min.) AC/AB (Min.) PCC 1/16" raised letters N Code Type NR RURAL OR 6' rural /`� (24" x 24") TEMP 12' 25' 2" /4" 4" 7' urban Cover Lift = Frame RESIDENTIAL AC w ca N D 7777 holes ,� \ Material: Cast iron *2"x2" Square AG, TEMP „ r COMMERCIAL, 1 I Il Perforated steel 15' 30' 2" /6" 6" �� `� N S ptubiport( Slystem) TRIAL INDUS- b *2"x2" Square N Stop and street NOTES: Perforated steel L� sign location N 9913199„ tubing (Ulti-Mate TYPE B 1 . At an intersection, no driveway shall be placed within 30' of the STOP AND STREET SIGN point of intersection of the master planned R/W lines. Sign Support 10"flatten 1/4" 2 = Cul de Sac only 2. Driveways shall be at right angles to the street. System) pipeLOCATION DETAIL 2 1�2 N pipe * AS MODIFIED 3. Circle driveways are to be no closer than 75' between centers (residential) 1 or 80' between centers (commercial). TYPICAL STOP AND STREET 1 1 2' 6" 1 4" 4. When cross pipe is used, it shall extend a minimum of 0.5' past the toe of fill SIGN INSTALLATION / Diameter / slopes of the driveway, all fill shall be compacted to 95% relative compaction. AS MODIFIED 5. Pipes shall be Reinforced Concrete, or .079 go. Galvanized Corrugated Steel * SECTION A-A pipe, the size varies according to the hydraulic requirement. STANDARD STREET ftVamd * NO. "'N"° °' kolowd by Ne. By BARRICADES FOR AWWWby ft.%W DRIVEWAYS kwowd by SIGN DETAILS SURVEY MONUMENT � � JLD (WITHOUT SIDEWALK) � � JLD FRAME & COVER ASSEMBLY Na JLD TERMINATING STREETS OMMbI y JLD RURAL, AG, & TEMP a�wa by COUNTY OF SAN JOAQUIN Do. SEPT. 1991 a.•Nw �y COUNTY OF SAN JOAQUIN oo. SEPT. 1991 •^ w COUNTY OF SAN JOAQUIN �• SEPT. 1991 awe COUNTY OF SAN JOAQUIN oa. SEPT. 1991 SmN NONE OEPIRn1ENr OF PURX WORKS m-*q Na R — 25 swim NONE MPIWKW OF PUNuc WORKS Ov.`w NO, R-28 sea• NONE OEPHrrNENr OF °UNIX WOWS Dla "°. R — 24 sm• NONE DUVI"NENr or PUBM"'°"ice m°""'. No. R — 17 Backfill with materials equal to or better than the existing pavement and base in quality. New Pavement shall be 1" thicker than existing pavement, minimum of 0.25 feet. New base shall be 1 " thicker than existing base, minimum of 0.5 feet. Existing Pavement 6" Min. 6" 61 1, 6" Min. (TYP•) (TYP•) \ ompact in 12" max. \ / 3'-0" / layers to a min. \ 3'-0" relative compaction \ of 95%* under d and i xx Variable 90% outside shoulders. D Variable o E , Compact in 24" max. layers to a minimum (7 relative compaction �O' \ D+12" o of 85%. E O.D./2 Compact ,in 6" la ere z to a minimum re?ative TYPICAL .��V V\ \ compaction of 90%. STREET LIGHTS 10" Min. O.D. 10" Min. 10" Min. — O.D. — 10" Min. O.D. O.D. + 20" Min. + 20" Min. RIGID CONDUIT FLEXIBLE CONDUIT NOTES: 1 . Relative compaction of materials shall be tested in accordance with TYPE „A„ the State of California, Dept. of Transportation Testing Manuals, test method No. California 216 or 231. 2. All existing pavement shall be neatly cut to line prior to trench excavation. SYMBOLS 3. Jetting or ponding will be permitted within the street Right of Way with a 3 year bond. 4. When shown by soil composition and compactability, ninety percent (90X) PROPOSEDXE ISTING compaction may be used, when approved by the Director of Public Works. 5. Special bedding requirements may be shown on the plans or specified in i� special provisions. �O\ Type "A" LTO Type "A" 6. Shoulders shall be as shown on the plans or specified in the special provisions but in no case shall the shoulder be less than three feet wide as measured from the edge of pavement. Na PlAwd M AW&,W M Na N.M.e Ny fowo+w by STREET LIGHTING TYPICAL TRENCH BACKFILL SO"" of RUM Woft a� q JLD POLES AND SYMBOLS � a JLD SEAL: by COUNTY OF SANJOAQUIN oma. SEPT. 1991 -^ by COUNTY OF SAN JOAQUIN ow SEPT. 1991 • NONE OEPAN=NENr Of PUNuc Nance wows No. R — 32 scale NONE oan.moa OF PUNuc w-xs u v No. R — 29 SK REVISIONS JOB NO. 02097OBP2 pA�CST ro ' -i � EARNEST F. SMITH - CIVIL ENGINEER SHEET N0. DESCRIPTION DATE BY DATE : =3 -_ ROSE CLOVER LANE SCALE HORIZ. 1"=20' C-153721; " 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 SCALE vERr. : .3)3i/oS LODI, CALIFORNIA 95240 FAX (209) 334-2611 IMPROVEMENTS DRAWN sT cmi ,�i DATE: so -or 'Aoi 4To Q� / / DESIGN : ;/ R.C.E. NO.: 15372TYPICAL DETAILS of 6 CHECK : E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-311 -05 FILE N0. 020970BP2 i 2