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NEW BUILDING SELECT BACKFILL WITH FOSSIL FILTER FLO-GARD
<br /> Of NO ROCKS LARGER !4 24" TRENCH PLUS SHALLOW DEPTH
<br /> Uj THAN 3" IN DIAMETER WIDTH (12") CATCH BASIN INSERT
<br /> _j I _T MODEL NO. FGP2436F8 INLET GRATING
<br /> 3:Uj PIPE TRENCH INSTALL ALHAMBRA FOUNDRY
<br /> > 1IF311
<br /> _,z
<br /> IL W<0 of 0 A-1240 HEAVY DUTY VANDAL
<br /> L/)> _j w L) PROOF COVER AND FRAME (COVER
<br /> Of <-J < -
<br /> Uj y M I.-I y Of SHALL BE MARKED "SEWER") OR
<br /> 2�:2 0 (n� 1,_ 4" P.V.C. SLEEVE-THREADED 4%2.5%2.5" SIAMESE CONN. WITH CLAPPER
<br /> U_Uj W W Z of z EQUIVALENT FLUSH WITH THE
<br /> OUT DIAMETER APPROVED BACKFILL
<br /> C3 0 CLEAN // ADAPTER WITH 4
<br /> cf)0 U-) o(n C)
<br /> z Y 1 3: PROPOSED GRADE INTERNAL CHECK VALVE (POTTER-ROEMER
<br /> 0_j Uj BRASS THREADED FERRULE MATERIAL
<br /> C)< CL z>-.<z z>_ I C14 #5731) FACING THE ACCESS ROAD WITH
<br /> cc, M
<br /> D 0 _j 115111 APPROVED PLASTIC CAPS FOR EACH INLET.
<br /> Uj a_ U) :5
<br /> (n fy-
<br /> z(n PROPOSED FINISHEDJ
<br /> Uj PROPOSED CONCRETE 0 FIRE DEPT. APPROVED BUILDING SIGNAGE
<br /> I,- GRADE OF DIRT z
<br /> It < STATING ADDRESS OR BUILDING SERVED
<br /> OR A.C. PAVEMENT -BOLTS
<br /> 3:D- El ATTACHED TO RISER WITH TWO U
<br /> 7— of
<br /> 00 D Z W Ld AND NUTS
<br /> V) M-
<br /> CD 0 Ld <,<
<br /> _j 0 a_U3 0 --"'-FDC TO BE PAINTED SAFETY RED
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<br /> (D Ef
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<br /> z 0 CONSTRUCT CONCRETE-� >
<br /> ]� Uj M< AND SHA
<br /> ES Of <of LL BE AT LEAST 3' CLEAR
<br /> M IL
<br /> n 0
<br /> 5' _j L OF ANY OBSTRUCTIONS ABOVE AND
<br /> Ln 0 6 ON ALL SIDES.
<br /> 0 (CLASS 520-C-2500) 101, DRA NAGE _j_j WAFER TYPE
<br /> 7" 7" U_ E
<br /> 6" DIAMETER AROUND FRAME I (�--6" MINII
<br /> DUCTILE IRON PIPE PIPE AND IN LET of CHECK VALVE &M FINISHED
<br /> w
<br /> FL NOTES: 6" PIPE O.D. 6" > GRADE
<br /> >_ 4" DIA. P.V.C. �A
<br /> IM RISER
<br /> 0
<br /> (1) FOR TRENCHES DEEPER THAN 4 FEET, FOLLOW REQUIREMENTS 4" DIA. P.V.C. SI LT AND DEBRIS CONTAINMENT AREAS
<br /> 45' BEND os�
<br /> P0�4\1_
<br /> OF THE EARTHWORK SPECIFICATION. --APPROVED BACKFILL ABOVE REPLACEABLE ABSORBENT-FILLED 5/8" BOLTS OR—
<br /> �k POUCHES IN A DURABLE WOVEN MESH ALL THREADED DIA DUCTILE IRON
<br /> NO UNDERGROUND PIPING JOINTS SHALL CONCRETE M Uj MATERIAL
<br /> BE INSTALLED UNDER THE BUILDING TO THRUST BLOCK (2) BEDDING MATERIAL SHALL CONSIST OF SAND, GRAVEL, D C) FILTER BODY WITH A STAINLESS STEEL ROD RISER PIPE FLG. X FLG.
<br /> THE NEW FIRE SPRINKLER RISER CRUSHED AGGREGATE OR NATIVE FREE-DRAINING GRANULAR MAINLINE WYE FITTING :2_j Z SUPPORT FRAME
<br /> MATERIAL HAVING A SAND EQUIVALENT NOT LESS THAN 30 (If
<br /> < NOTE: 4" COMP. FLG.
<br /> DETAIL "K" (@ AND A MAXIMUM GRAVEL SIZE OF 1/4". Of w FLO-GARD PLUS SHALLOW DEPTH INSERTS MAY BE INSTALLED WITHOUT
<br /> C14 _j
<br /> FIRE SPRINKLER RISER DETAIL (3) NEW FIRE SERVICE LINES SHALL HAVE A MINIMUM COVER OF 0 ABSORBENT POUCHES DURING COURSE OF CONSTRUCTION AS A TO BUILDING
<br /> NOT TO SCALE SEDIMENTATION CONTROL DEVICE. AFTER CONSTRUCTION, REMOVE SEDIMENT -a
<br /> 30" IN NON-TRAFFIC AREAS AND A MINIMUM COVER OF 36" IN AND INSTALL ABSORBENT POUCHES.
<br /> TRAFFIC AREAS PER N.F.P.A. 24 SECTION 8.1. PVC C-900 MJxFL
<br /> 1/8"' PER FF. MIN. FLOW 4" SAND BED TRENCH BOTTOM NOTE: 90' ELBOW
<br /> Mill ---Nz_ IIIEIII m=m', (4) ALL EXISTING SURFACES OF PAVING, CURBS, SIDEWALK AND TO BE SQUARED DRAINAGE PROTECTION SYSTEMS AT (888) 950-8826 IS THE INSTALLATION
<br /> TRENCH WIDTH . III , TRENCH WIDTH SOFTSCAPE SHALL BE REPAVED OR RESTORED TO A CONDITION AND MAINTENANCE COMPANY OF KRISTAR ENTERPRISES, INC. AND SHOULD BE
<br /> Of WHICH EXISTED PRIOR TO DEMOLITION AS REQUIRED FOR NEW INSTALL LUG AT LINE CONCRETE THRUST BLOCK
<br /> VARIES Uj VARIES CONTACTED FOR INFORMATION ON LOCAL SERVICE CONTACT.
<br /> 0 1.- .. . ... . UTILITY CONSTRUCTION. END OF LATERAL SEWER PIPE MAINTAIN 3' SEPARATION FROM ELECTRIC CONDUIT
<br /> 2�Z Z ANY PARALLEL WET UTILITY
<br /> D Uj NATURAL GAS CONDUIT
<br /> APPROVED 1i .M (5) EXISTING SOILS HAVE A POTENTIAL FOR METAL LOSS FROM DETAIL "B" DETAIL 1: @
<br /> a �Uj Of
<br /> BACKFILL > EQU Uj ELECTROCHEMICAL CORROSION PROCESS. INSTALL PROTECTIVE TELEPHONE CONDUIT FIRE DEPT. CONNECTION DETAIL
<br /> OM 0 1.-
<br /> M . .... n < =. ......* .. .. APPROVED- 2�Z Z COATINGS ON ALL METAL PIPES. FOSSIL FILTER
<br /> MATERIAL a_ CABLE TELEVISION CONDUIT (MANUFACTURED BY KRISTAR ENTERPRISES, INC.
<br /> . .. .. �: BACKFILL Uj
<br /> 12 1; MIN MATERIAL DETAIL "E" AT 800-579-8819)
<br /> 0-�� NOT TO SCALE
<br /> 1`0 M< DETAIL "C" SANITARY SEWER CLEANOUT TYPICAL DRY UTILITY JOINT TRENCH DETAIL "M"
<br /> 0 a a_
<br /> (D NOTTO SCALE NOT TO SCALE
<br /> 12" MIN. UTILITY TRENCH DETAIL
<br /> NOT TO SCALE
<br /> STORM DRAIN, SEWER, WATER, FIRELINE, ETC.
<br /> 12" MIN 12" MIN 12" MIN
<br /> VANDAL PROOF GRATE AND FRAME IN
<br /> G E
<br /> E c (D @ COMPLIANCE WITH ADA REQUIREMENTS
<br /> INSTALL ALHAMBRA FOUNDRY
<br /> 4" 'SAND BED ......4ll:.SAN) BED PROPOSED FINISHED
<br /> 11171 111311 111=111 GRADE OF DIRT A-1240 HEAVY DUTY COVER ROPOSED FINISHED
<br /> III Fill AND FRAME OR EQUIVALENT. URFACE OR A.C. HANDLE WITH BREAK INSTALL P.I.V. TAMPER
<br /> q COVER SHALL BE MARKED "SEWER'L,�, q AWAY LOCK 04 SWITCH AND TIE INTO
<br /> MAINTAIN 12" MINIMUM CLEARANCE AT LATERAL CLEA OUT CLEANOUT AVEMENT z THE EXISTING FIRE
<br /> CROSSINGS TO STORM DRAIN, SEWER, WATER, ELECTRIC CONDUIT ALARM MONITORING
<br /> AND FIRE LINE PIPES. IITII
<br /> NATURAL GAS CONDUIT
<br /> OPE
<br /> NOTE: SEE LOCAL GOVERNING AGENCIES FOR TELEPHONE CONDUIT
<br /> POSSIBLE REDUCTION IN 12" MIN. CLEARANCE
<br /> @ CABLE TELEVISION C14
<br /> OVER OR UNDER WET PIPE. 4" P;V.C. SLEE -THREADED SAFETY RED AND SHALL <
<br /> CONDUIT
<br /> BE AT LEAST 3' CLEAR
<br /> A-60TER WI TH 4" DIAMETER
<br /> OF ANY OBSTRUCTIONS FINISHED
<br /> BRAss"THREADED FERRULE:
<br /> GRADE
<br /> 0 ABOVE AND ALL SIDES
<br /> ALTERNATE DRY UTILITY JOINT TRENCH DETAIL "N" Of I,_
<br /> < (if I . . _ffl ,
<br /> -#4 BAR CONTINUOUS AT
<br /> > 12.. ON CENTER WHEN
<br /> NOT TO SCALE 7" 10" loll.. /7 D DEPTH IS GREATER
<br /> ;j 11 a� THAN 30"
<br /> Uj 0
<br /> IL
<br /> 4" DIA. PVC RISER 4" DIA. PVC RISER �-CONSTRUCT CONCRETE
<br /> 4" DIA. P.V.C. (CLASS 520-C-2500)
<br /> 4" DIA. P.V.C. AROUND FRAME AND PIPE —CLASS 560-C-3250
<br /> .P 0
<br /> 45' BEND -C-3250P
<br /> 45' BEND OR 560
<br /> CONCRETE
<br /> ,\�,_LINE OF SOLID ROOF OVER LINE OF PILASTER COLUMN
<br /> AT EACH END OF THE
<br /> TRASH ENCLOSURE WEEP HOLE NOTE:
<br /> SWINGING GATES MAINLINE WYE
<br /> FITTING MAINLINE WYE M PROVIDE A 1/4" DIAMETER
<br /> 2"DIAMETER(5gO��jl FITTING WEEP HOLE THROUGH EACH
<br /> VENT PI r7771. DRAIN BOX WALL BELOW THE
<br /> TOP OF THE GRATE TO ALLOW PVC C-900
<br /> /,-SOLID METAL FRAMED 45' 45
<br /> PANEL SWINGING GATE FOR FREE DRAINAGE OF
<br /> ADJOINING PAVEMENT BASE
<br /> FLOW 1/8" PER FT. MIN. FLOW COURSE MATERIALS DUE TO
<br /> MX
<br /> 0 THE CLAYEY NATIVE SOILS. NOTE: PIV SHALL BE LOCATED NOT LESS THAN 40 FEET
<br /> < <Z z I I
<br /> < Of-_ uj:;i� :R 0 MAINLII Ej MAINLINE FROM THE BUILDING
<br /> --t EL()f 0)
<br /> ()f 0 00) SEWER PIPE SEWER PIPE
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<br /> - w E:fn DETAIL "J" 076
<br /> <= DETAIL 'IF"
<br /> M I 1.- 0 of
<br /> W 0 Uj Z r4k Uj of W
<br /> Of 0_j Z w cn < SANITARY SEWER TWO-WAY CLEANOUT A B OUTSIDE DIAMETER POST INDICATOR VALVE DETAIL
<br /> M 0 1,-1,-Uj of-, 0 < IM J. -
<br /> E)Of fr Uj I`__W 0 M Uj 0 NOT TO SCALE OF STORM DRAIN PIPE
<br /> 0 _j 0 1 of NOTTO SCALE
<br /> < Uj ,�WALL CLEAN
<br /> a_f1f Uj a- 0
<br /> 0
<br /> ,w= OUT
<br /> U)3: �- >0 C,4 z 0 IL
<br /> 0 U_ _j _j_j (If
<br /> M Of 0 (n >Z FILL ALL VOIDS BETWEEN O.D.
<br /> b U_ (If z D <Uj OF PIPE AND CUT OUT AREA
<br /> �wn < Z Of 1 w < M
<br /> < z 0 w
<br /> (n z _j - =z OF DRAIN BOX WITH CONCRETE
<br /> w w Uj za- M C*4 < C)
<br /> m M _j
<br /> C3 12" Cn <
<br /> z b Cn Uj PROPOSED FINISHED INSTALL VANDAL PROOF LID AND
<br /> 0 C5 > 101, C%4 (n (j (j GRADE OF DIRT FRAME FLUSH WITH PROPOSED
<br /> 0 z CLEA OU T/ GRADE OR SURFACE DRAIN BOX NOTES
<br /> 0 00
<br /> (o T
<br /> 0- 119111 111911 BOX SIZE (3) tl;�� 6_'11�
<br /> 7--
<br /> H H H H ------------1h 12"-INCH loll 22" 10" 22" ALHAMBRA FOUNDRY CO., LTD. OR EQUAL [NARROW
<br /> I ?PROPOSED FINISHED
<br /> Li 1% MIN. --t
<br /> BY
<br /> 4" P.V.C. SLEEVE-THREADED SURFACE OR A.C. -INCH SLOT, 0.5" WIDE (MAX.) OPENINGS] 12"xl2" GALVANIZED
<br /> ADAPTOR WITH 4" DIAMETER PAVEMENT 12" CAST IRON GRATE AND FRAME MANUFACTURED FOR
<br /> ofo -N-OUT AND RATED FOR TRAFFIC CONDITIONS.
<br /> 03 0 6 BRASS THREADED FERRULE I N
<br /> 00 0 0 00 SECURE GRATE AGAINST THEFT.
<br /> 0 010 -00
<br /> U,
<br /> 00
<br /> I I B I 1 0
<br /> 00 00 0�0 24"-INCH 22" 34" 34" 46 ALHAMBRA FOUNDRY CO., LTD. OR EQUAL [NARROW
<br /> 0
<br /> Ld ofo 000
<br /> 0 0
<br /> < BY SLOT, 0.5" WIDE (MAX.) OPENINGS] 24"x36" GALVANIZED
<br /> 111=111 INSTALL ALHAMBRA FOU
<br /> M -H 36"-INCH CAST IRON GRATE AND FRAME MANUFACTURED FOR
<br /> NDRY-
<br /> L fl I A-1240 HEAVY DUTY COVER loll
<br /> AND FRAME �COVER SHALL 7" 7 CONSTRUCT CONCRETE @ IN-N-OUT AND RATED FOR TRAFFIC CONDITIONS.
<br /> BE MARKED STORM DRAIN") SECURE GRATE AGAINST THEFT.
<br /> z (CLASS 520-C-2500)
<br /> <.. OR EQUIVALENT
<br /> CD Uj_j AROUNDFRAMEAND
<br /> 0 _j IL 4" DIA. P.V.C.
<br /> < Uj of RISER PIPE DETAIL "A"(@
<br /> Uj .77—7
<br /> CONCRETE DRAIN BOX
<br /> Ln
<br /> < 42 -Z NOTTO SCALE
<br /> z<
<br /> _j
<br /> L) a- 4" DIA. P.V.C.
<br /> w MAINLINE P.V.C. WYE
<br /> q= Uj 45' BEND
<br /> (o EL w FITTING WITH 4" BRANCH
<br /> 1j, J ,-MAINLINE
<br /> Uj 11 STORM DRAIN
<br /> 4" DIAMETERII�55 11� 3: (n 0
<br /> Uj
<br /> SEWER TRAP 31-01, F
<br /> CONCRETE FOOTING
<br /> PER FOUNDATION PLAN FLOW Mp 1. INSTALL 4" DIAMETER STAINLESS STEEL
<br /> ENVIROMARKER DISC, MANUFACTURED BY ALMETEK
<br /> NOTE: AINLINE STORM �-INSTALL PLUG WHEN CLEANOUT INDUSTRIES, INC. (908-850-9700), OR EQUIVALENT.
<br /> SITE STORMWATER RUNOFF DOES NOT DRAIN INTO THIS TRASH ENCLOSURE TRENCH DRAIN. THIS SANITARY DRAIN IS LOCATED AT THE END OF A
<br /> STORM DRAIN LINE
<br /> SEWER TRENCH DRAIN ONLY ACCEPTS THE WASH RUNOFF FROM THE HOSE BIBBS INSIDE OF THE COVERED 2. APPLY MARKER PER MANUFACTURER'S THEFT
<br /> TRASH ENCLOSURE AND DISCHARGES IT UPSTREAM OF A SITE GREASE INTERCEPTOR.
<br /> WHEN SHOWN ON PLAN, STATION PROOF SUB-SURFACE MOUNT INSTALLATION
<br /> AND/OR INVERT ELEVATION APPLY RECOMMENDATIONS, WITH RIVET FASTENER.
<br /> AT THIS POINT
<br /> 3. LOGO AND COLOR OF DISC TO BE PRE-APPROVED
<br /> DETAL 'U89 DETAIL "G" IN BY OWNER PRIOR TO ORDERING.
<br /> TRASH ENCLOSURE TRENCH DRAIN DETAIL
<br /> NOT TO SCALE STORM DRAIN CLEANOUT
<br /> NOT TO SCALE
<br /> DETAIL "H" REFER TO CONSTRUCTION NOTES SHOWN
<br /> ON SHEETS C5 AND CIS FOR NUMBERS
<br /> IN CIRCLES SHOWN ON THIS SHEET.
<br /> REVISIONS GHA PROJECT NO. 180641 CIVIL ENGINEER- FESS/C
<br /> DEVELOPER- Underground Service Ale�� IN-N-OUT BURGER DETAIL SHEET
<br /> Q I MSL
<br /> IN-N-OUT BURGER Call: Toll Free ENGINEERING, INC. LATHROP MARKETPLACE
<br /> 13502 HAMBURGER LANE C,
<br /> CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT G
<br /> M 1131
<br /> No. 38382 M
<br /> DIA PVC'
<br /> 45 B�ND
<br /> MAI NLINE WE
<br /> �OW
<br /> MAINLINE
<br /> lil I 1h,
<br /> 0---D
<br /> E] E] BALDWIN PARK, CA. 91706 Arch itecture/Developm ent 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 SHOPPING CENTER PAD
<br /> CONTACT- KORI SEKI 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397
<br /> TWO WORKING DAYS Suite 300 Cn 16514 GOLDEN VALLEY PARKWAY
<br /> L-) LN�, (626) 813-8275 BEFORE YOU DIG Dallas Texas 75254 NJ
<br /> Ph: (972) 239-8884 0611�� 10-25-18 OP A�_
<br /> LATHROP, CA 95330
<br /> Fax: (972) 239-5054 MARK S R.C.E. 38382 DATE C3 �2
<br /> JN 18023-18023 C3das A
<br /> �R
<br />
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