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E VANDAL PROOF GRATE AND FRAME IN COMPLIANCE WITH ADA REQUIREMENTS INSTALL ALHAMBRA FOUNDRY I NEW BUILDING A-1240 HEAVY DUTY VANDAL INSTALL ALHAMBRA FOUNDRY 6•• I LINE OF PILASTER COLUMN PROOF COVER AND FRAME (COVER PROPOSED FINISHED A-1240 HEAVY DUTY COVER w= 6 LINE OF SOLID ROOF OVER GRADE OF DIRT PROPOSED FINISHED AT EACH END OF THE SHALL BE MARKED "SEWER") OR AND FRAME OR EQUIVALENT. Y Of TRASH ENCLOSURE I 4" P.V.C. SLEEVE-THREADED SURFACE OR A.C. z w z 0 0 0 � SWINGING GATES EQUIVALENT FLUSH WITH THE COVER SHALL BE MARKED "SEWER' >Z w� � O S iN I CLEANOUT CLEANOUT CLEANOUT PAVEMENT w J- J 0 w PROPOSED GRADE ADAPTER WITH 4" DIAMETER >o J 2"DIAMETER 50 I I BRASS THREADED FERRULE N O VENT PIPE I =III ro 6•• I /,-,--PANEL SOLID METAL FRAMED PAN L SWINGING GAT PROPOSED FINISHED o J N U E E GRADE OF DIRT PROPOSED CONCRETE = U Lu CLEAR w>0 z_r N zcnaz �m � OR A.C. PAVEMENT w - � 3 � � 4 15. V.C SLEEVE THREADED... .. w o �� ADAPTER WITH 4 DIAMETER. z cn 1N o a a z I I BRASS THREADED:`FERRULE °`. Q #4 BAR CONTINUOUS AT a w Uj o o I Uj 12" ON CENTER WHEN a= w w I Q= > > "D" DEPTH IS GREATER m I = I 0 Z THAN 30 N w 0 I N a= CONSTRUCTCONCRETE a o�w a m I CLASS 520 C 25 0) " z Uw 7,. 1 p.. 1 p„ w o r7 0 �=� I I m w ( 7 10" 7" _� a ~ ~ ~ w o~ I WALL CLEAN AROUND FRAME AND 4" DIA. PVC RISER 4" DIA. PVC RISER CONSTRUCT CONCRETE cn o CLASS 560-C-3250 =a o 0 0-w > I OUT � - PIPE (CLASS 520-C-2500) 5' z of H> Jw2 of Z Q ~ x o OR 560-C-3250P 3 a cn 3 w_j 14 }a I c� a 4" DIA. P.V.C. 4" DIA. P.V.C. m w w 45' BEND 4" DIA. P.V.C. AROUND FRAME AND PIPE 3 M w o_ w w = 6" DIAMETER RI R � SE w o' �� .. CONCRETE m= Of ��'0 0: >z =o 0 a 4 DIA. P.V.C. 45' BEND STAINLESS STEEL N a w M w o w o _j = I I a m 45' BEND FIRE RISER PIPE �.: w wZww w II V) wo jz I N �c=> 0 o- �Mw a ow w� I cna MAINLINE WYE m o U a 0 a= z J Z ~o- =~ I N N ``' REFER TO DETAIL "0" FOR MAINLINE WYE FITTING \ FITTING i 0 0 > o _ I a 0 / MAINLINE WYE i - 6" I _j Z 0 WHEN THE CLEANOUT FALLS FITTING NO UNDERGROUND PIPING JOINTS SHALL in`O I 0 0 o CONCRETE IN CONCRETE SIDEWALK INSTALLED A = B = OUTSIDE 1 ° I I BE 1% M_IN. cO -Co 45* 45' THE NEW FIREUNDER SPRINKL EITO R RISER THRUST BLOCK DRAIN DIAMETP PE ER F STORM �l h FLOW 1/8" PER FT. MIN. FLOW DETAIL "K" 57 o - - I . 00p0 I l 7 FIRE SPRINKLER RISER DETAIL p �0� o 0 1/8" PER FT. MIN. FLOW MAINLINE MAINLINE NOT TO SCALE °° I 0°°0O 00o SEWER PIPE SEWER PIPE °Oo°�7°0�00 °�00 INSTALL PLUG AT MAINLINE N II II l o ° 0 o END OF LATERAL m —'— \\\\ III-1I 11111111 SEWER PIPE Uj DETAIL F 45 3•• +I �T— � �� III n n DETAIL "E" 43 0 REFER TO DETAIL "0" FOR SANITARY SEWER TWO—WAY w \III z TRENCH WIDTH TRENCH WIDTH g SANITARY SEWER CLEANOUT IN PAVEMENT AREA WHEN THE CLEANOUT FALLS CLEANOUT IN PAVEMENT AREA VARIES w VARIES FILL ALL VOIDS BETWEEN O.D. 0 w NOT TO SCALE IN CONCRETE SIDEWALK o OF PIPE AND CUT OUT AREA a w NOT TO SCALE Z Z OF DRAIN BOX WITH CONCRETE N �j ~ - APPROVED z cn z - BACKFILL 0:2-> 1 a a - 42 Z a MATERIAL ' _ .APPROVED. z 0 - w w a io BACKFILL -III 1 w a PROPOSED FINISHED INSTALL VANDAL PROOF LID AND 12'` MIN: MATERIAL :. o DRAIN BOX NOTES Q o w M oN GRADE OF DIRT CLEANOUT Z FRAME FLUSH WITH PROPOSED �` M w GRADE OR SURFACE 4' DIAMETER 55 , (jr)o z BOX SIZE OA © OC OD OE 1111111 o II of /� 12"-INCH 10" 22" 10" 22" ALHAMBRA FOUNDRY CO., LTD. OR EQUAL [NARROW SEWER TRAP 3,-p„ N O U Mp/ "' 12 MIN. BY 1. INSTALL 4" DIAMETER STAINLESS STEEL SLOT, 0.5" WIDE (MAX.) OPENINGS] 12"x12" CONCRETE FOOTING O PROPOSED FINISHED STORM DRAIN, SEWER, WATER, FIRELINE, ETC. ;° 12"-INCH GALVANIZED CAST IRON GRATE AND FRAME ENVIROMARKER DISC, MANUFACTURED BY ALMETEK 4" P.V.C. SLEEVE-THREADED x SURFACE OR A.C. MANUFACTURED FOR IN-N-OUT AND RATED FOR PER FOUNDATION PLAN INDUSTRIES, INC. (908-850-9700), OR EQUIVALENT. ADAPTOR WITH 4" DIAMETER PAVEMENT 12" MIN. 1 M � 1 M � TRAFFIC CONDITIONS. SECURE GRATE AGAINST THEFT. BRASS THREADED FERRULE NOTE: 2. APPLY MARKER PER MANUFACTURER'S THEFT 00 E © (D ©. 24"-INCH 22" 34" 34" 46" ALHAMBRA FOUNDRY CO., LTD. OR EQUAL [NARROW SITE STORMWATER RUNOFF DOES NOT DRAIN INTO THIS TRASH ENCLOSURE TRENCH DRAIN. THIS SANITARY Z PROOF SUB-SURFACE MOUNT INSTALLATION 4" SAND BED 4" SANDBED,....:_::, BY SLOT, 0.5" WIDE (MAX.) OPENINGS] 24"x36" SEWER TRENCH DRAIN ONLY ACCEPTS THE WASH RUNOFF FROM THE HOSE BIBBS INSIDE OF THE COVERED Q RECOMMENDATIONS, WITH RIVET FASTENER. 11171 111=111 111311 36"-INCH GALVANIZED CAST IRON GRATE AND FRAME TRASH ENCLOSURE AND DISCHARGES IT UPSTREAM OF A SITE GREASE INTERCEPTOR. � Q� INSTALL ALHAMBRA FOUNDRY 2p MANUFACTURED FOR IN-N-OUT AND RATED FOR 3. LOGO AND COLOR OF DISC TO BE PRE-APPROVED A-1240 HEAVY DUTY COVER TRAFFIC CONDITIONS. SECURE GRATE AGAINST THEFT. �� I^I BY OWNER PRIOR TO ORDERING. AND FRAME COVER SHALL 7,� 10„ 7�, CONSTRUCT CONCRETE MAINTAIN 12" MINIMUM CLEARANCE AT LATERAL IV BE MARKED 'STORM DRAIN") CLASS 520-C-2500) CROSSINGS TO STORM DRAIN, SEWER, WATER, E ELECTRIC CONDUIT A DETAIL nn20 4" DIA. P.V.C. AND FIRE LINE PIPES.DETAIL "D" 14 55 OR EQUIVALENT AROUND FRAME AND OG NATURAL GAS CONDUIT TRASH ENCLOSURE TRENCH DRAIN DETAIL REFER TO DETAIL "0" FOR RISER PIPE NOTE: SEE LOCAL GOVERNING AGENCIES FOR (DTELEPHONE CONDUIT CONCRETE DRAIN BOX WHEN THE CLEANOUT FALLS POSSIBLE REDUCTION IN 12" MIN. CLEARANCE NOT TO SCALE NOT TO SCALE DETAIL n Hn 22 © CABLE TELEVISION IN CONCRETE SIDEWALKk4" OVER OR UNDER WET PIPE. CONDUIT MAINLINE P.V.C. WYE FITTING WITH 4" BRANCH 45'BEND V e ALTERNATE DRY UTILITY JOINT TRENCH DETAIL "N" 24" TRENCH STORM MAINLINDRAIN NOT TO SCALE WIDTH INSTALL ALHAMBRA FOUNDRY A-386 FOSSIL FILTER FLO-GARD PLUS SELECT BACKFILL WITH 4" DIAMETER CLEANOUT FERRULE s SHALLOW DEPTH (12") CATCH NO ROCKS LARGER ii RECESSED HEAD CAST IRON BODY PROPOSED BASIN INSERT MODEL N0. INLET GRATING THAN 3" IN DIAMETER BRASS TOP (OR EQUIVALENT) FLUSH CLEANOUT CONCRETE 7 4"x2.5%2.5" SIAMESE CONN. WITH CLAPPER FGP2436F8 PIPE TRENCH WITH THE PROPOSED GRADE SIDEWALK FLOW INTERNAL CHECK VALVE (POTTER-ROEMER _ A ING THE ACCESS ROAD INSTALL PLUG WHEN CLEANOUT #5731) F WITH C APPROVED BACKFILL '-MAINLINE STORM APPROVED PLASTIC CAPS FOR EACH INLET. i= - MATERIAL DRAIN IS LOCATED AT THE END OF A STORM DRAIN LINE N �. . TFIRE DEPT. APPROVED BUILDING SIGNAGE N, W _ WHEN SHOWN ON PLAN STATION Z o J � AND OR INVERT ELEVATION APPLY w STATING ADDRESS OR BUILDING SERVED / - ATTACH D TO RISER WITH TWO U OLTS a _ - E E B oM - AT THIS POINT 3 M N AND NUTS Ft 6" 6„ 6" 6" m Z� 67 FDC TO BE PAINTED SAFETY RED 0 ? DETAIL "G" cn w z a AND SHALL BE AT LEAST 3' CLEAR o Of M Z STORM DRAIN CLEANOUT IN PAVEMENT OR LANDSCAPE AREA Q OF ANY OBSTRUCTIONS ABOVE AND N z o NOT TO SCALE WAFER TYPE > ON ALL SIDES. a w m CHECK VALVE 6" MINIMUM FINISHED 00 a -III i- ,n 4" DIA. P.V.C. GRADE _ RISER 4" DIA. P.V.C. � III=III III=III III=III - G I I I I I I DRAINAGE Ti TI TI 45' BEND w I 6" PIP O.D. 6" w E ` M 5 8" BOLTS OR C v / INLET = ALL THREADED 4" DIA DUCTILE IRON =o NOTES: MAINLINE WYE FITTING ROD ? RISER PIPE FLG. X FLG. SILT AND DEBRIS CONTAINMENT AREAS ABOVE (1) FOR TRENCHES DEEPER THAN 4 FEET, FOLLOW REQUIREMENTS OF THE EARTHWORK CEP APPROVED BACKFILL REPLACEABLE ABSORBENT-FILLED POUCHES IN SPECIFICATION. w MATERIAL Z 4" COMP. FLG. A DURABLE WOVEN MESH FILTER BODY WITH A _j z STAINLESS STEEL SUPPORT FRAME (2) BEDDING MATERIAL SHALL CONSIST OF SAND, GRAVEL, CRUSHED AGGREGATE OR z a a = M NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT NOT LESS a a = 40 1 TO BUILDING THAN 30 AND A MAXIMUM GRAVEL SIZE OF 1/4". - Of w °` � N U NOTE (3) NEW FIRE SERVICE LINES SHALL HAVE A MINIMUM COVER OF 30" IN NON-TRAFFIC 1/8" PER FT. MIN. FLOW PVC C-900 MJxFL PVC C-900 FLO-GARD PLUS SHALLOW DEPTH INSERTS MAY BE INSTALLED AREAS AND A MINIMUM COVER OF 36" IN TRAFFIC AREAS PER N.F.P.A. 24 SECTION - - 90' TEE 8.1. E E E E WITHOUT ABSORBENT POUCHES DURING COURSE OF CONSTRUCTION AS INSTALL PLUG AT MAINLINE A SEDIMENTATION CONTROL DEVICE. AFTER CONSTRUCTION, REMOVE (4) ALL EXISTING SURFACES OF PAVING, CURBS, SIDEWALK AND SOFTSCAPE SHALL BETRENCH BOTTOM END OF LATERAL PIPE CONCRETE THRUST BLOCK SEDIMENT AND INSTALL ABSORBENT POUCHES. REPAVED OR RESTORED TO A CONDITION WHICH EXISTED PRIOR TO DEMOLITION AS 4" SAND BED TO BE SQUARED NOTE: REQUIRED FOR NEW UTILITY CONSTRUCTION. 111 111 l DETAIL "O" DRAINAGE PROTECTION SYSTEMS AT (888) 950-8826 IS THE 43 45 67 " " INSTALLATION AND MAINTENANCE COMPANY OF KRISTAR ENTERPRISES, (5) EXISTING SOILS HAVE NOT BEEN TESTED AND MAY BE CORROSIVE TO BURIED METAL MAINTAIN 3' SEPARATION @ ELECTRIC CONDUIT DETAIL L s4 PIPE RESULTING IN A LIKELY POTENTIAL FOR METAL LOSS FROM ELECTROCHEMICAL CLEANOUT IN CONCRETE SIDEWALK AREA INC. AND SHOULD BE CONTACTED FOR INFORMATION ON LOCAL CORROSION PROCESS. INSTALL PROTECTIVE COATINGS ON ALL METAL PIPES. FROM ANY PARALLEL © NATURAL GAS CONDUIT NOT TO SCALE FIRE DEPT. CONNECTION DETAIL SERVICE CONTACT. WET UTILITY OT TELEPHONE CONDUIT DETAIL "B" 21 © CABLE TELEVISION CONDUIT FOSSIL FILTER DETAIL "C" (MANUFACTURED BY KRISTAR ENTERPRISES, INC. TYPICAL DRY UTILITY JOINT TRENCH DETAIL "M" AT 800-579-8819) UTILITY TRENCH DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE REFER TO CONSTRUCTION NOTES SHOWN ON SHEETS C5 AND C6 FOR NUMBERS a IN CIRCLES SHOWN ON THIS SHEET. �i z L7 z s LU Uj REVISIONS GHA PROJECT N0. 190955 CIVIL ENGINEER- QROFESSio IN —N —OUT B DEVELOPER: Underground Service Alert 0 MSE �o DETAILS AND SECTIONS z z IN-N-OUT BURGER gEFORRE roto Call: Toll Free Q J ENGINEERING, INC. ;F 13502 HAMBURGER LANE �P CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT �; m SHERWOOD MALL f BALDWIN PARK, CA 91706 1 Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 No. 38382 5202 PACIFIC AVENUE lNmNmOUT CONTACT: CASSIE YEE 0 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 %k N TWO WORKING DAYS Suite 300 ��9 ��►` �,� STOCKTON , CA 95207 0 ®O eV R�iI R PHONE: (626) 813-8226 BEFORE YOU DIG 0 Dallas Texas 75254 Ph: (972) 239-8884NG'� 10-28-2020 lF OF CAO o Fax: 972 239 5054 3 � ( ) MARK S. LAMOUR UX R.C.E. 38382 DATE N 0 JN 19040-19040 03d"