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C 4 G J K L M N O P Q R S T U V w X Y Z AA AB AC AD AE A B E F H �gEER�s� BACKFILL WITH MATERIALS EQUAL TO OR u, BETTER THAN THE EXISTING PAVEMENT / AND BASE IN QUALITY. NEW PAVEMENT LL } / \ 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. HINGED GRATE COVER \ / FOR EASY ACCESS 1 EXISTING Q / i PAVEMENT 2 - -2 K CH MARK: / ROSS ON CONGREf AT WEST \ ( Q / � I 6" 1NPIN. •-� 6" � ---1 6" I-�- fi" MIN. � ZURN 21901 W/HINGED GRATE 0 � O 1 � f�ISELEDC \ /2f I ( ) . SDE EXISTING AVIARY AS HOW ON THIS U CSP) STEELNMESHUBUCKEr LINER STAINLESS O Y \ : ; / LAN. ELEVATION 37.06 \ � " __ _. COMPACT IN 12" MAX. �\ APPROVED EQUAL) = U / f 3-0 -� ---- - LAYERS TO A MIN. RELATIVE \ 3'-to" 3 - W � 0 A - \ ===--_-= = COMPACTION OF 95% —� / 13.50" J �� 90%EOUpSIDEMPAVEMENT. A VARIABLE " D Z / r z J / VARIABLE ,. Q CL LCAYERSCT0 A MIN RELATIVE ;i W 375 COMPACTION OF 85%. p OD+12" 4 W n O.D./2 COMPACT IN fi LAYERS © o Cly TO A MINIMUM RELATIVE ♦ � � Q 0 o V COMPACTION OF 90q. N — W W 10" MIN. Q.D. 10" MIN. 10" MIN. O.D. 10" MIN. �' �o �r � O.D. O.D. 5 - -a � + 20" MIN. + 20" MIN. m m RIGID CONDUIT FLEXIBLE CONDUIT o 12 CAST IRON GRATE GRATE SEE ABOVE 6 1 , v ' `Q �� ,� NOTES: o it 1. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITHCD -- Q // // // y-� Q z Y p THE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION TESTING MANUALS" TEST ��--_ - \�/\\j\\/\\/\\j\\��\ U � � � F -1 --• -� METHOD NO. CALIFORNIA 216 OR 231. - T \\//\\//\\//\\//\\�/ ❑ U ¢ o /\i/�i/moi 2. ALL EXISTING PAVEMENT SHALL 8E NEATLY CUT TO LINE PRIOR TO TRENCH EXCAVATION. °,\�\\/�\/• 7 _ -7 - - ~- --- \ ;' 3. JETTING OR PONDING WILL BE PERMITTED WITHIN THE STREET RIGHT OF WAY WITH I \ A 3 YEAR BOND. RISER 4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, NINETY PERCENT (90%) COMPACTION MAY BE USED, WHEN APPROVED BY THE ENGINEER. _ \ 5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS OR SPECIFIED IN 8 _ -8 - SPECIAL PROVISIONS. TYPICAL TRENCH SECTION / N.T.S. TEE O_ -9 --------� ° ' § AREA W DRAIN DETAILS (1 N.T.S. 10 -10 mmma CALIFORNIA CONCRETE PRODUCTS -11 } SEE DETAIL SHEET C � ^ ; _ ASSEMBLY OR EQUAL. A-147 ASSY. 11 --.%` (FRAME AND GRATE) FOR JUNCTION FINISHED GRADE �� BOX USE SOLID COVER 1 / \ A MA UA M -12 2 p 611 PRECAST SCALE: 1"=20' CONCRETE COLLAR 1 24"o REINFORCED CONCRETE PIPE d ry 8pq od 13 _ - _.__-...._. / \_ STORM DRAIN FROM J NEARBY CATCHBASIN m . I STORM DRAIN 1. �o WHEN APPLICABLE FLOW FLOW 14 - Z - 14 CAST IRON LID w/RATTLE-T �— PROOF, MACHINED SEATING " a z SURFACE CHRISTY NQ.C275 o- s w ABBREVIATIONS OR EQUAL a P` pI a W Q .� � W „ /\/\/\/\/,\ � SLOPE BOTTOM WITH Z 11-1 8" 80 ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION CONCRETE BASE CONCRETE AT END OF Z - 15 FINISHED GRADE �' - � LINE CATCHBASIN 15 _ a . , ® AT NGVD NATIONAL GEODETIC VERTICAL DATUM c� IL 44a P / / ABS ACRYLONITRILE-BUTADIENE-STYRENE p PAVEMENT PGC POINT OF COMPOUND CURVATURE �+4DIAMETER CATCHBASIN DETAIL ��\ 4 �\ AC ASPHALT CONCRETE BC BEGINNING OF CURVE LF LINEAL FEET �\ p " a a > BMP BEST MANAGEMENT PRACTICES LP LOW POINT N.T.S. g 7777 N - n 9 PP POWER POLE 1s - r E SDJB STORM DRAIN JUNCTION BOX - 16 \\ SDAD STORM DRAIN AREA DRAIN PRC POINT OF REVERSE CURVATURE �N CONCRETE SDCB STORM DRAIN CATCH BASIN PT POINT n p n 8 2 MIN. COLLAR PVC POLYVINYL CHLORIDE ' o z N m SSAD SANITARY SEWER AREA DRAIN PROPERTY LINE L E G E N D "°N0" CO CLEANOUT n R -RADIAL OR RADIUS . ^�ao -- d 10-3/8 SJG SAN JOAQUIN COUNTY 17 -1z EXTENSIONS CR CURB RETURN R/W RIGHT-OF-WAY EXISTING PROPOSED VALVE BOX " CHRISTY NO. ,. RCP REINFORCED CONCRETE PIPE DIA DIAMETER SD STORM DRAIN CHAIN LINK FENCE o 0 0 0 G5" OR EQUAL. DIP DUCTILE IRON PIPE - - � z DWG DRAWING SS SANITARY SEWER - -�� WOOD FENCE EC END OF CURVE LLJ SL STREET LIGHT EL ELEVATION SDMH STORM DRAIN MAINTENANCE HOLE ____ _____ w -18 SHT SHEET CONCRETE CURB 18 z EP EDGE OF PAVEMENT, EXISTING PAVEMENT SSMH SANITARY SEWER MAINTENANCE HOLE E ELECTRICAL CONDUIT ESMT EASEMENT STD STANDARD LAU � (EX.) EXISTING HW HOT WATER SUPPLY FL FLOWLINE SWPPP STORM WATER POLLUTION PREVENTION PLAN FH FIRE HYDRANT SWQCCP STORM WATER QUALITY CONTROL CRITERIA PLAN -- ._.. _.. _.. SANITARY SEWER LINE - 1s FEET TC TOP OF CURB - - -� T - - - STORM DRAIN LINE 1s GB GRADE BREAK THRU THROUGH - - ��- - - - - WATER LINE W HP HIGH POINT TOB TOP OF BANK - _ - - - IRRIGATION LINE ID INSIDE DIAMETER TYP TYPICAL IN. INCH W WATER LONG RADIUS WYE BRANCH O NOTES: MAX MAXIMUM (W) WEST -20 MH MAINTENANCE HOLE ELECTRICAL BOX 2° - l� 1. VALVE BOX AND LID SHALL BE CHRISTY NO.G5 AND CHRISTY NO.C272 (E) EAST a CLEANOUT Lu � OR EQUALS. MIN MINIMUM (S) SOUTH $ o [E oN _g N R b 2. ALL LIDS SHALL HAVE MACHINE SEATING SURFACES. NO. NUMBER (N) NORTH a MANHOLE (TYPE INDICATED ON MAP) o E 3, EXTENSIONS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED NTS NOT TQ SCALE N E 3 OR A.C. PIPE OF CORRECT SIZE MAY BE USED. STORM DRAIN CATCH BASIN ® a r� E 9 CA:a0o-227-2soa 4. CONCRETE COLLAR SHALL BE CLASS B CONCRETE AND SHALL BE CONSTRUCTED � N -21 0 ®p TO FINISHED GRADE AFTER STREETS ARE PAVED. STORM DRAW JUNCTION BOX • 21 p.11„p v, Mo NOTE: 5. GATE VALVE SHALL BE KENNEDY HUB x HUB 573X, HUB x FLANGE 579X, OR EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE STORM AREA DRAIN OWNER AND THE ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR ►� � o FLANGE x FLANGE 561X OR MUELLER HUB x HUB A--2380-24, HUB Ill WATER VALVECO2) 2 o$ o x FLANGE A-2380-26, FLANGE x FLANGE A-2380-6," OR EQUAL. s fi. GATE VALVE SHALL BE A.W.W.A. STANDARD IRON BODY, DOUBLE DISC, WITH THEIR ACCURACY. PRIOR T4 COMMENCING ANY WORK, THE CONTRACTOR L " THRUST BLOCK ` z ? t SHALL HAVE EACH UTILITY COMPANY ACCURATELY LOCATE IN THE o V wc CD,g= LVA ° NON-RISING STEM. FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE THE 22 _ a W CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. E, ° m�m -22Q VALVE BOX DETAIL ry Ni C 3y i i i 4ilM ` `o ' �� D LOCA 0701 d has NV:800-227-2600Cm e 0 a s N.T.S. i a �e s A B C D E F Cs H I J K L M N 0 P Q R S T u W X Y Z AA AB AC AD AE u: