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I r 36.93 X36 B7 36:76'J 36 35 r�6:q� \ \
<br /> 72.12, 36,51 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 (O INCHES) (O INCHES) CAPACITY(CU FT) (CFS) CAPACITY(CFS)
<br /> I X3665 3661 \ \ 3651 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-RF18 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, 3655 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 r��-?Z'�,�3653 I I 3 7 �� 3650
<br /> �.r0 I I 36 q8 X X STORM DRAINAGE MAIN, SANITARY SEWER MAIN, AND LATERALS SHALL RATE.
<br /> 36 61 EX. FENCE TO BE _ _ - - BE RUBBER GASKETED PVC-SDR26 OR HDPE UNLESS OTHERWISE 00 (BY OTHERS)
<br /> /J REMOVED - - - - - - NOTED. OO
<br /> 36'69 36.57 1 36 51 e
<br /> 3660 �ODO® IoGard� FILTER INSTALLED.
<br /> PL REMOVE PORTION--/ _ �I17ZIZ_
<br /> RATE FRAME.
<br /> OF EX. CURB
<br /> (BY OTHERS)
<br /> 36°133637AN BE MOUNTED ABOVE CONCRETE CATCH BASIN,
<br /> IRR23700 CONE REDUCER, SLAB REDUCER, CORRUGATED METAL PIPE, ETC.
<br /> (BY OTHERS)
<br /> 36 66� 36 52 36'.9<9� 36 GRATE.
<br /> (BY OTHERS)
<br /> 3666 3667) STAINLESS STEEL
<br /> 36 80
<br /> SUPPORT BASKET.
<br /> X3758 3688 FOSSIL ROCKT POUCHES.
<br /> � 36 66
<br /> Q 38.69 376 `�6
<br /> �9J � 6'51 36 yq� FILTER LINER
<br /> 3
<br /> 38.>5J SUPPORT NETTING.
<br /> GRATE FRAME.
<br /> X36'S3
<br /> � 36 5,2 37>�� `9`� (BY OTHERS)
<br /> 1 36 69J 38.q6J 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� 370 Type 304.
<br /> 36.98) 3. Filter medium shall be Fossil Rock T"', installed and
<br /> maintained in accordance with manufacturer specifications.
<br /> 370>� 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 /> X35.E 3708
<br /> 361 71
<br /> () Stormwater Solutions
<br /> L
<br /> J 36 5 Catch Basin Insert Filter ,I,D S......rk Plaza,Suite 2001 Littleton,CO 1801201 Ph:800.579.88191 oldcastlestormwater.com
<br /> l6 13� THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST,INC.IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE
<br /> USED IN ANYWAY INJURIOUS TO THE INTERESTS OF SAID COMPANY.COPYRIGHT 912010 OLDCASTLE PRECAST,INC.ALL RIGHTS RESERVED.
<br /> rOH
<br /> 3692 TP InletCircular Frame St le �RAFGP-0003 WING NO. R D eca ECO-0142 °JPR 4/4/07 SHEET 1 OF 1
<br /> � Filtration y JPR 7 13 16 0H 0H
<br /> 355q 37>8 37>2�37 21 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 /> �/ I 36:9303687 36.76) - - - - - - X635 36 q3 \EX. PAV EX. PAV
<br /> SCALE: 1"=10' I I - LP 36 67J \ \ 72.12'
<br /> 36 5>
<br /> \ \ Q GRIND 3" OF EXISTING
<br /> I I INSTALL 6' TALL 365V \�\� p�° b� b� ASPHALT AND PLACE AC ,�'°
<br /> X3665 366>- CHAIN LINK FENCE \ \ 3 0PER DESIGN GRADES 365300
<br /> N N
<br /> F-x x x x x x x x x x x x x 3655
<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 3655
<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 53 I co 1� o r7 rn o o ao co r� o
<br /> 3657 1.20% r 365.9
<br /> X I 37.00 1. 33% 37.01
<br /> X
<br /> I 36.82 � 36:�R- 36.90 36.73
<br /> I I 3661 I TC DOOR 36.82 DOOR CONIC TC
<br /> 36'60 - - - - - - - - -
<br /> X I
<br /> V36.90 DOOR
<br /> I 36 69 36 DOOR 36 51
<br /> I I r36°60 36.73 - -
<br /> I CONIC
<br /> X CONST. STORMWATER INFILTRATION BASIN I
<br /> I 3: 1 SLOPE
<br /> 3637 3' DEPTH + + + + + + + + + 10'
<br /> I
<br /> I + + + + + 10' 37G I BOTTOM: 33.50 + + + + + + + +C '+
<br /> X TOP:36.50 + + + +
<br /> + aQ 3699 �
<br /> I I CONST. MAINTENANCE ACCESS ROAD. + + + + + + 3685
<br /> 1" 6" X o:66J MAX SLOPE 10%. RAMP TO BE PAVED
<br /> I WITH CONCRETE COLOR TO BLEND WITH I 3667 ° CONST. STORAGE BUILDING -?61J
<br /> I I I THE SURROUNDING. ADD ENTRY GATE AT I X50, 80
<br /> 2'-6" (0 • I X N I EX. FENCE FOR VEHICLE ACCESS. I o0 (60 ) d
<br /> ° I I X3758 FFE=36.90
<br /> 2 _0 1.5" 6,> 4 " I I N Id ° 36" 36 66
<br /> 00 I N I
<br /> 2„ + I X I I a
<br /> 1
<br /> -3'-0"- u7 °° A
<br /> Paving or Min •
<br /> PCC collar a I I 3869 I 651 369q� LO
<br /> `�' N 4 a I i �>s 3769 I 52 37>2� 36, a o
<br /> ° " X36 5
<br /> °
<br /> „� 'i a CURB X I 38 q> 3671
<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 3690 ° 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 /> 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`98- a°
<br /> s
<br /> Min 1. FINISH ALL CONCRETE WITH FINE HAIR BROOM. I X I I 36.82 36.82
<br /> ; 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 /> 1 -0 > ;:1sT ,, •";-^ :.
<br /> CONIC CONIC
<br /> .: d ° ° ° 37 9_1 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 /> # r35.8> - - - - - - - - - - 36�r� - - - - - - - - - - - - � d
<br /> 6 "}' " `. ` OTHERWISE NOTED. � `D Ln3716 °' \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 �6>3 Sp
<br /> SUBGRADE ADJACENT TO LANDSCAPE AREAS. 13617-� X �368q 369,2 3�>2-1 d ° 36.82
<br /> 0 10 20 STORM DRAIN CATCH BASIN DETAIL 6. DIMENSIONS SUBJECT TO PAVEMENT SECTION CHOICE. I q 67 �-oH CH OH 0H Shy C 0.28% TC
<br /> NOT TO SCALE 355
<br /> 3718 3712 37 2>
<br /> 136 q5
<br /> -1 s 3701 T36-62T� l/►ND Uq 37Zq 3709CONST. SDCB RIM: 36.12
<br /> TC INIv nl IT• .�.� RF F"-,n (Nw) 3751
<br /> k0 4D REVISIONS JOB NO.: 4212
<br /> UNAUTHORIZED CHANGES AND USES:
<br /> !0 717 m N0. DESCRIPTION DATE BY WON G ENGIN EER S INC. 10088 N. STATE ROUTE 99 E. FRONTAGE ROAD STOFORNI SHEET
<br /> DATE: AUG 2025 CALIFORNIA C 4
<br /> � �, X0.7600 THE ENGINEER PREPARING THESE PLANS WILL NOT BE PLANNING ENGINEERING SURVEYING
<br /> * q'3°'240 * 1W 12-3�Z6 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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