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<br /> 72.12 36,5> STORM DRAINAGE NOTES: co SPECIFIER CHART
<br /> LP \ \ 1. INSTALL FLOGARD CATCH BASIN INLET FILTER, MODEL NUMBER FGP-RF22F, OR 0 MODEL INLET ID GRATE OD SOLIDS STORAGE FILTERED FLOW TOTAL BYPASS
<br /> \ \ EQUIVALENT TO ALL ROUND CATCH BASINS. o NUMBER (0INCHES) (0INCHES) CAPACITY(CU FT) (CFS) CAPACITY(CFS)
<br /> 2. REFER TO MANUFACTURER FOR SPECIFIC INFORMATION REGARDING INSTALLATION OF 0- FGP-RF15F 16 18 0.3 0.4 2.8(D
<br /> 36:53 FILTERS, HANDLING OF MATERIAL, AND MAINTENANCE OF FILTERS. LL FGP-RF 18 20 0.8 0.7 4.7
<br /> I I � GRIND AND OVERLAY � o � FGP-RF20F F 20 23 0.8 0.7 4.7
<br /> N FGP-RF21 F 21 23.5 0.8 0.7 4.7
<br /> 70' 36,55� AC NOTE: FGP-RF22F 22 24 0.8 0.7 4.7
<br /> FOR THE AC INSTALLATION, GLASS GRID SHALL BE INSTALLED 1 FOOT EACH WAY AT THE FGP-RF24F 24 26 0.8 0.7 4.7
<br /> � JOINT BETWEEN THE EXISTING AND THE NEW AC. FGP-RF30F 30 32 2.2 1.5 6.1
<br /> PIPE SPECIFICATIONS:.�1 2.20'�-I FGP-RF36F 36 39 3.6 2.0 8.1
<br /> 3652 -zri�?r��36:53 I I 3 7 �� 3050�
<br /> STORM DRAINAGE MAIN, SANITARY SEWER MAIN, AND LATERALS SHALL RATE.
<br /> 36'6> EX. FENCE TO BE 1' _ _ - - BE RUBBER GASKETED PVC-SDR26 OR HDPE UNLESS OTHERWISE 00 (BY OTHERS)
<br /> /J REMOVED - - - - - - NOTED. OO
<br /> 36'6'9 36.57 1 1&51 a
<br /> 36:6'O �ODO® IoGard� FILTER INSTALLED.
<br /> PL REMOVE PORTION--/ _ �71ZIZ_ RATE FRAME.
<br /> OF EX. CURB
<br /> (BY OTHERS)
<br /> 36'13 �36°37 AN BE MOUNTED ABOVE CONCRETE CATCH BASIN,
<br /> IRR2 �3700 CONE REDUCER, SLAB REDUCER, CORRUGATED METAL PIPE, ETC.
<br /> (BY OTHERS)
<br /> 36 66 36°52 3e<9.9� GRATE.
<br /> (BY OTHERS)
<br /> `?e 6'7� STAINLESS STEEL
<br /> 36'80
<br /> SUPPORT BASKET.
<br /> �3758 36 BB FOSSIL ROCK T POUCHES.
<br /> Q 38.6'9� 376'9J 36'� 6'51 30 yq� FILTER LINER
<br /> 3
<br /> 3B.>5J SUPPORT NETTING.
<br /> GRATE FRAME.
<br /> �36'S3
<br /> � 36'S,2 371,2� �93 (BY OTHERS)
<br /> 1 36'6'9J 3B.q6J 38.q1 36'6,2J 36'90�
<br /> CAN BE MOUNTED ABOVE
<br /> NOTES: CONCRETE CATCH BASIN,
<br /> CONE REDUCER, SLAB REDUCER,
<br /> REMOVE EX. TREES REMOVE EX. TREES 3702� 1. Filter insert shall have a high flow bypass feature. CORRUGATED METAL PIPE, ETC.
<br /> 36:90 (BY OTHERS)
<br /> 3709 2. Filter support frame shall be constructed from stainless steel
<br /> 37 25� 37 O9 Type 304.
<br /> 36 98J 3. Filter medium shall be Fossil Rock Tm, installed and
<br /> maintained in accordance with manufacturer specifications.
<br /> S/P' 4. Storage capacity reflects 80%of maximum solids collection
<br /> prior to impeding filtering bypass. EXPLODED VIEW
<br /> SCALE: 1/2
<br /> 36°90 37'9� Flo Gard® Oldcastle°
<br /> �35.E 3708 ()
<br /> 36.71 Stormwater Solutions
<br /> J�+ L36' S Catch Basin Insert Filter ,I,D S......rk Plaza,Suite 2001 Littleton,CO 1801201 Ph:800.579.88191 oldcastlestormwater.com
<br /> THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST,INC.IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE
<br /> OL+ O USED IN ANYWAY INJURIOUSTOTHE INTERESTS OF SAIDCOMPANY.COPYRIGHT©2010 OLDCASTLE PRECAST,INC.ALL RIGHTS RESERVED.
<br /> rOH
<br /> 36'92� TP C� InletCircular Frame St le �RAFGP-0003 WING NO. R D EV E� ECO-0142 °JPR 4/4/07 SHEET 1 OF 1
<br /> � Filtration y JPR 7 13 16 0H 0H
<br /> 355q 37>B X X
<br /> 136'q5 3701 37 Zq 3709
<br /> SITE IMPROVEMENT PLAN
<br /> SCALE: 1"=10'
<br /> _ _ v✓ v v- - - 36.50 36.45 36.50 36 50 36.50
<br /> TOPOGRAPHIC SURVEY/DEMOLITION PLAN / r r - - - - - - - - - - - - - MATCH EX. PAV GRADE EX. PAV EX. PAV
<br /> C36°B7 36.76'J - - - - - - �6'35 36 q3 I \EX. PAV EX. P A V�
<br /> SCALE: 1"=10' I I - LP 36'6'7J \ \ 72.12'
<br /> \ \ Q GRIND 3" OF EXISTING
<br /> I I INSTALL 6' TALL _?e5V \�\� p�° b� b� ASPHALT AND PLACE AC ,�'°
<br /> CHAIN LINK FENCE \ \ 3 0 PER DESIGN GRADES 36:53�00
<br /> N N
<br /> F-x x x x x x x x x x x x x ?6' -1)
<br /> X 1 36.67 36.82 36.76 36.80 36.65
<br /> I I 57.76' �� C.60 CONC CON C CONC CONC CONC 6 57 36°55�
<br /> 10 11.80'� 0 � � 0 36.76 36 55- °
<br /> 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - 2.20 6�`�° o r7 r7 o CONIC 0 o r M 0 CONIC
<br /> 36'S3 I co 1� o r� rn o o ao co r� o
<br /> 36'S7 1.20% r 36°5.9-\
<br /> X I 37.00 1. 33% 37.01
<br /> X
<br /> I 36.82 � 36:�R- 36.90 36.73
<br /> I I 36 6> I TC DOOR 36.82 DOOR CONIC TIC 36°6O� - - - - - - - - -
<br /> X I V36.90 DOOR
<br /> I �3676'9 36 DOOR 36'S1
<br /> I I r36°6'O 36.73 - -
<br /> I CONIC
<br /> X CONST. STORMWATER INFILTRATION BASIN I
<br /> I3: 1 SLOPE
<br /> �36°37 3' DEPTH I + ++ + ++ + ++ + + + 10'
<br /> I + + 10' 37G I BOTTOM: + + + + + + + +C '+
<br /> X TOP:36.50 + + + +
<br /> II CONST. MAINTENANCE ACCESS ROAD. + + + + + 36 B5
<br /> 1" 6" X o:66J MAX SLOPE 10%. RAMP TO BE PAVED
<br /> I WITH CONCRETE COLOR TO BLEND WITH I 36°67� ° CONST. STORAGE BUILDING J
<br /> I I I THE SURROUNDING. ADD ENTRY GATE AT I , 36°BO
<br /> 2'-6" � • I X N I EX. FENCE FOR VEHICLE ACCESS. I o0 (60 X5 9 d
<br /> ° I I �3758 FFE=36.90
<br /> 2 _0 1.5" 6,> 4 " I I N Id ° 36" 36°6'6'�
<br /> 00 I N I
<br /> 2„ + I X I I a
<br /> 1 -3 -0 - u7 °° A
<br /> Paving or Min •
<br /> PCC collar a I I 38.6'9� I 6'S> 36'9q� LO
<br /> `�' N 4 a I i �>s 376'9� I 52 3712� 36`, a o
<br /> °
<br /> „� 'i a CURB X I 36°<
<br /> 6 ; .:
<br /> V
<br /> 7t 2'-0" Min ° NOT TO SCALE I HYDROSEED STORMWATER INFILTRATION I ° CONST. 220' OF
<br /> CURB & GUTTER I BASIN AND AROUND BASIN I
<br /> 5 -0 Max *DIMENSION SUBJECT TO I X I I 3702� 3090� a ° VERTICAL CURB
<br /> NOT TO SCALE PAVEMENT SECTION CHOICE. I I INSTALL I a
<br /> .r
<br /> 24 Dia - I 37 RIPRAP
<br /> ° SEED DETAIL.
<br /> R
<br /> z: X 370�
<br /> 95� d
<br /> SCALE 1"=10' 12" 1Dia CURB NOTES: I I I INV END: 33.50 6"SD (SE) 36' 9B- a°
<br /> s
<br /> Min 1. FINISH ALL CONCRETE WITH FINE HAIR BROOM. I X I I 36.82 36.82; Y 2. CONSTRUCT EXPANSION JOINTS AT 200 O.C. MAXIMUM 36.73
<br /> AT RETURNS. I I TC 2.00% DOOR DOOR 1.93%
<br /> ;:::-: :_',.::,•:.:. ° Min I I 6'' 36.50 d a 36.63
<br /> ;.?;=',t-, :w:�;;:f •.•,:.;' 3. CONSTRUCT WEAKENED PLANE JOINTS AT 10 O.C., I i I SO
<br /> CONIC CONIC
<br /> .: d ° ° ° 37 9 a °
<br /> • .,.r ,:;-;•�,',:,;:;;,� >6 �• �:Y.�r 1/8" TO 1/4" WIDE AND 1-1/2" DEEP. I 36'.5. 3708
<br /> 4. • REBAR TO BE CONTINUOUS 3 REBARS UNLESS 1 0 ° b\
<br /> 6 "}' " `. ` OTHERWISE NOTED. � `D Ln �3716' °' \6'
<br /> P 5. *DEPTH OF CURB TO BE DETERMINED BY PAVEMENT I �' S• f `� 0 r�i ri a s
<br /> Class 3 CC „ 1- 53.52 - 6'• -36' 5 0
<br /> OR CONCRETE SECTION. CURB TO EXTEND 6 BELOW ISO>3 Sp
<br /> SUBGRADE ADJACENT TO LANDSCAPE AREAS. 136°17-� X use 36792 3712-1 36°98- S\o d ° 36.82
<br /> 0 10 20 STORM DRAIN CATCH BASIN DETAIL 6. DIMENSIONS SUBJECT TO PAVEMENT SECTION CHOICE. I q 6°7 �-oH CH OH 0H Shy C 0 28% TC
<br /> NOT TO SCALE �355
<br /> 3718 3712�37 2>
<br /> -s 3701 36.62
<br /> T� LAND Uq 37 Zq 3709 TC CONST. SDCB RIM:
<br /> 36.12
<br /> INIv nl IT• ._V� RF � (N F" n �Nw) 375>
<br /> 0 4D REVISIONS JOB NO.: 4212
<br /> UNAUTHORIZED CHANGES AND USES:
<br /> !0 � 717 m N0. DESCRIPTION DATE BY WON G ENGINEERS INC. 10088 N. STATE ROUTE 99 E. FRONTAGE ROAD STOFORNI SHEET
<br /> DATE: AUG 2025 CALIFORNIA C 4
<br /> � �, N0.7600 THE ENGINEER PREPARING THESE PLANS WILL NOT BE PLANNING ENGINEERING SURVEYING
<br /> * q'3°'240 * 1W t23�� RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN
<br /> Jr QVIV TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLAN I STOCKTON, CALIFORNIA (209) 476-0011
<br /> yrFOF c�vFo�- •+,k Q� MUST BE IN WRITING AND MUST BE APPROVED BY THE ^ / R.C.E. 48717 TOPOGRAPHIC MAP/DEMO PLAN �c SITE IMPROVEMENT PLAN OF ONE
<br /> QFCI�L PREPARER OF THESE PLANS. C' W DRAWN: NS/GC DATE $ 29 2025 L.S. 7600 DESIGN: WEI
<br /> CHECKED: ZCW FILE 4212
<br />
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