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LOT 4 '/AlV1.1•.�-, "' BALTRAY WAY I I (i ,//k1!i.-!,..--1 - T.@ I UNDERGROUND SERVICE ALERT Yoe C> CALLJOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG No. RADIUS DELTA LENGTH TANGENT 0 43. 00' 218-39-'09 10 164. 1 O' ---- __ \/!nD 107.00' 19-19'35 0) 36.09' 18.22' JO. 00 " 90*09'06" 47.20' 30. 08, 30. 00' 89*50'54" 47.04' 29.92, ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, I . THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND l I I -1 - ------ STANDARDS IN EFFECT. REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE I � ORDRAIN PROFILE 0 ' I - - 111 ° tialwil I ________1__,_w � - iiai QQU,J�A I ' __ * .� ® 11 I i�� I I , I 11;�* I 1%, C-4 I 'A,! = = = . I- , j!�i � � � . �'! � ,V,%7ew1w4q,w,z4 i; 0 ! ! i-4; I I I per, maxwel Plus i = ;,I;: '* ` �!� 1 4 " . .0., , . , . 1. I ` 1: , ff-m 1!4 I - ,� -!�i � �- 1= = = = .#,.., ;� , N011. 1!_ - i i i Lftwft*nd WW babW by I I I TORRENT RESOURCES I'! I I 0`1 I- "' -0 " 4 , 11 w.", 11 - I . ! .'." I !11 . . - - O� An smupon of Moeuddn DANng I '" " 0* , * i -��N!l sit !1; . 'I fteoumawm wwwlffer 1 ARMONA 8022C34M 1 _ - !", ��°! , . I I 11 .1- ii"Z".K!-•%; --I.nf--,! .iI 01Z 'F,. ,.-vI-., . '�.A.lI I A7_M i: N .,..1 " V / _M-WW-3-1243M4 -------I—CANUWFUAMM _ ! II �!. .- �.n .%l , 1 11 111111 " norm-Ar-R72 l, b�..'! I I I I!; ,, 4 ,, 0;4 _�4. l 114 , *!a- 0 ITEM NUMBERS I 1. MANHOLE CONE - MODIFIED FLAT BOTTOM. b . X i_ 2. STABILIZED BACKFILL - COMPACTED NATIVE IN LANDSCAPED AREAS, I � 1 SACK SLURRY IN PAVEMENT. Z i.- J. BOLTED RING & GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST 0- . % cw�l IRON WITH WORDING "STORM WATER ONLY' IN RAISED LETTERS. is BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM ELEVATION 10.02' OF PLANS. . . R 4. GRADED BASIN OR PAVING (BY OTHERS). 14 % �Ea_ N 3§ 5. COMPACTED BASE MATERIAL (BY OTHERS). 13 w 6. PUREFLO 'm DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH , , VENTED ANTI -SIPHON AND INTERNAL .265" MAX SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPDXY COATED . I UAL Pa Nal 4M= - - Tmift IM "ft UN 7. PRE -CAST LINER - 4000 PSI CONCRETE 48" ID. X 540CMUER IN 1 I HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE . MiN. 6'�J DRILLED SHAFT 9. SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPDXY COATED . 10. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE 17. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. SEAL. CAPACITY. 11. DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI-A COUPLER. 18. CONNECTOR PIPE - 8;'0 SCH. 40 PVC . SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. DIAMETER AS NOTED. 19. VENTED ANTI -SIPHON INTAKE WITH FLOW REGULATOR. , 12. BASE SEAL - CONCRETE SLURRY. 20. INTAKE SCREEN - SCH. 40 PVC 0. 120" MODIFIED SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. 48- OVERALL LENGTH WITH TRI-C END 13. ROCK - CLEAN AND WASHED, SIZED BETWEEN 3/8- AND 1-112- TO CAP. BEST COMPLEMENT SOIL CONDITIONS 21. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASE 14. FLOFAST Tm DRAINAGE SCREEN - SCH. 40 PVC 0. 120" SLOTTED WELL PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO SCREEN WITH 32 SLOTS PER ROWIFT. DIAMETER VARIES 96- OVERALL MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE LENGTH WITH TRI-B COUPLER. OVERFLOW. 15. MIN. 6'0 SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE 22. 12- DIAMETER HDPE DRAIN LINE (BY OTHERS). SOILS. 23. MOISTURE MEMBRANE - 6 MIL. PLASTIC. PLACE SECURELY AGAINST 16. FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY ECCENTRIC CONE AND HOLE SIDEWALL. USED IN LIEU OF SLURRY IN CUSTOMER AT PROJECT COMPLETION. LANDSCAPED AREAS. WELL . (tDRY � � WL SYSTEM A T S. CAPACITY - 1,630 C.F. 2 UNTS, TOTAL CAPACITY - 3,060 C.F. BENCH MARK: CITY BM # 621 DESCRIPTION: RR SPIKE IN PP 544966E @ N.E. COR. KNOX AVE AND CARTER AVE. ELEV. = 1529.06 Prepared Under The Supervision Of: I? FESS/ OA, HENRY C. POOUIZ - 11z) . 1�,( HIP ENGINEERING, INC. � CRESTVIEW ROAD DRAWN BY: 0 z REDLANDS, CA. 92374 1 CADD bj No. 37037 - rl I rn (909)/3f5'��8239, FAX (909) 335-9940 w 1-0 DESIGNED BY: * Exp. 6-30-20 * cl Vk HCP OF CAW DATE: 12/3 19 CHECKED BY: 1 , I HENRY C. PO 41Z, •C.E. 37037 HCP MCN 14-028, DRP 18-025, 7TIW14-002EX CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: - TRACT MAP 18974 AS SHOWN � DATE: 12/3/19 APPROV : / . / DRAWING NO. ,g,? DATE: .40 . OLM CITY ENGINEER R.C.E. 51 1 152 1 5847 1 1 '1_\1, ,�----.�,--------,------- ----- � 11 -