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HomeMy WebLinkAbout4474-1(BL/RS-20M ZONE) ' > » ,�''ti+`�/�' �f � � N89 35 04�E v12s9?) _.. - f 12sD�) _ 329.6 1 - - _ lee, -- "- � 11.69 (1Ils�� � - - � (r`�r• 3'r✓ 3 -=:=._ �_ t1l?487) (112!.81) 1)7 57 Vl?45l) T 1I?#3i y c !1?41 ( 24.fJB) '� �G } Vl2S.77)?s "S7 �e�i g 2 0°ky EXIST HOUSE N J- 04 ,.. V11405) i �s J°� C `S`O°�°�%+ k���G�yr,�yl , `4�^�Y._, ..•-^'..--"' v '�,�'��' ��rL6 �O I � p c=i`__.._._____-__�__...__._.__.__._ 2 tiG 0 . ca0 j��? _. - - -""S aj ,�h�° •� (112.118)tx 'oA I � WEST 1/2 OF SOUTH, 1/2 OF LOT 80 (112. (11?�56 \ /2 \s9 ° VI?!!6 �� A � '` .510'----_.._....•.-•-_` i P �V 8 ti 3'; 2 • LA 's LA G R3'(tYP) Iv •.�'\,�•.ti�R 'icor?�6sf� >OF c R3'(tYP) f'a LA I LA SCAIL I"=30' •6 �o LO CD 45.00'-19.00'--19.00'-' 25.00' ' 19.00' CD WM 1120 .,'�'` F C2 1 , p 2 2 z � `• p,5 by �� I" � 2 r I � I fit Zo t gP 2` � \g ( ry 2 rn > LA �hti�G y N e�G ,n H .�� . 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I 12"x12"concrete splash block per plan - w ��f,��° �,� 2 5,� . ��1� y 3 (BL/CS ZONE) '+ w f DOWNSPOUT DETAIL 12 �.� 2 \CN CN . 4 L A 5 D� .�N �1°' - V11,�17 E ' ,0p6�0'�y to >> �,��>i� INF °l.o� 2 0.4% EXISTING W.I. FENCE R - - 2 W/ PLEAT TO REMAIN (111 _ .. 1 t 0��� �• R=.21% - s �'�� LA i 11 { d 6. ad p� y 11$: i�fl' "�72 -` 111 1 thw 1117 1116.09in �: 1116.48fs 1. ,�, ` co (1112.761 111 Er.4 nv �'� LA 116.01 inv -ridge _line 1r .m.. _, k _._ _ _ ._._ .__ ._... ,_ __....._ . _... ___ ._ _ ._._ __';; ,f _...._ ._ IL,.....,,_ ... �.. M_ _ _-. ---�-� _ _ - __ .l, _ ___ ___ _ __ __ ...,.. _..._,_ __....._ � (!116.7br� -- _-- -_-- _ _ -�_ �_ �; .._. /1'.'42'- - - -__ f•1l6.2.3- --_ __ ___ .... _.._ _ __ .___ ___ __ ___ _... ,_._ __ _.-. __ 6 264.86 1 -wm r .1 ..- - + . :. .. :. .. ..«.. _ ... - -...._ � _.,.. -. ... 4 . - - _ --_ c„ �_ - ••- -_ _..-r-,u-.r-� _ _.....-�.rr^r._:_.. �-z.�:+.....=ern_ sc._..� _vc ......r__as.� a.trn._... _..__ .:._ _.... _. ._ '14x8 4e LW UD o '� I �` cc `.° E » coo cc ^ O I �too_ h = Uj co M;711 1 I t 8 �' Z w= 1 C Q 00 I t 1 °°= 8 t CONST , I l VALLEY _ _ C> N89*36'02*E264.8r o �� BLV(CONST) 230.00 I in i) CE (EXIST) o LO GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE CHAPTER 70 OF THE UNIFORM BUILDING CODE LATEST ED T i+ REPRESENTATIVE SHALL BE PROVIDED DURING ALL FILL PLACEMENT AND COMPACTION TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 9. 'E=�IGFt1 LS GHF EP N� TI P� BYDjHf0&1LFILE�G PA�. BUILDING 10. EXISTING CITY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS FROM THE GRADING OPERATION. THE STREET RIGHT OF WAY SHALL BE CLEANED UP DAILY AND AS NECESSARY TO MAINTAIN PEDESTRIAN AND VEHICULAR PASSAGE OVER PUBLIC RIGHT OF WAY AT ALL TIMES. 11. ROOF DRAINAGE MUST BE DIVERTED FROM GRADED SLOPES 12• PRIOR TO GRADING THE ENTIRE SITE SHALL BE CLEARED OF SIGNIFICANT SURFACE VEGETATION, MANURE,DEBRIS, DEMOLOTION OR RUBBLES ETC. TREE ROOTS SHALL BE REMOVED TO A DEPTH OF AT LEAST 3 FEET. 13. ALL GRADED SITES OF FINAL GRADING MUST HAVE A MINIMUM SLOPE OF 1 % TOWARD THE STREET OR DESIGNED DRAINAGE OUTLET. 14. THE FIELD ENGINEER MUST SET DRAINAGE STAKES FOR ALL DRAINAGE DEVICES. 15. PROVISION SHOULD BE MADE FOR CONTRIBUTING DRAINAGE OF ALL TIMES. 16. ANY BROKEN OR DAMAGED IMPROVRMRNTS ON ADJACENT PRIVATE PROPERTY OR PUBLIC RIGHT-OF-WAY SHALL BE REPLACED OR REPAIRED IN KIND AS DIRECTED BY INSPECTOR. CONSTRUCTION NOTE: 1Q--- CONSTRUCT 3' AC OVER 4' AB FOR PARKING AREA, 3'AC OVER 6'AB FOR TRAFFIC AREA, COMPACT SUBGRADE TO 90% COMPACTI❑N, SUBJECT TO VERIFICATION BY SOILS ENGINEER O- CONSTRUCT 6' CURB PER DETAIL HEREON O3 --- CONSTRUCT 4'WIDE 4 -HIGH AC TRAFFIC BERM CONSTRUCT CONCRETE CHANNEL PER DETAIL SHOWN HEREON a- CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL AS SHOWN ON HEREON �-- CONSTRUCT '6'CURB & 18' GUTTER PER SAN BERNARDINO COUNTY I TRANS, DEPT STD. N❑.116 CONST, VEGETATED SWALE B=6', SIDE SLOPE 4;1, TC -30 PER WQMP W OR EQUAL SWALE PER DETAIL HEREON W g a CONST. DISCHARGE STRUCTURE PER CITY OF FONTANA, - STD, PLAN. NO,3000 CONST 2 MODIFIED UNDER SIDEWALK DRAIN SIZE 3 PER CITY OF FONTANA STD,PLAN NO,3001 g CONST UNDER SIDEWALK DRAIN SIZE 3 PER CITY OF FONTANA, STD.PLAN N0:3001 9a --CONSTRUCT 4'DFPTH CONCRETE SIDEWALK /W 6'x6' -#10x#10 WWM 10 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURE'S PLAN 11 CONSTRUCT 4' HIGH W.I. FENCE PER ARCHITECT'S PLAN CONSTRUCT DOWN SPOUT PER DETAIL HEREON W/ FLOGARD DOWN SPOUT v--) N FILTER FG-DS4 PER KRISTAR ENTERPRISES, INC (800-579-8819) I� CN @�-CONST, 4" AREA DRAIN /W 8- PVC SCH 40 y Z11 -- CONSTRUCT 3/16' RIPRAP OF CRASHED ROCK /W 7' THICK T- CONST. 8 PVC C-900,CLASS 150 1@-- CONSTRUCT APPROVED DOUBLE CHECK VALVE BACK FLOW PROTECTION DEVICE WR 30- s I 25 2 20 f I w,1 2' 12' (11116.75bw) (111 16.54t (11115.93tc) L O 3.1 e Slope 5\oQ - 3.0' 3.00' 3.0' SECTION DETAIL NTS ER I GRADE OR 2 BELOW THE BOTTOM OF FOUNDATIONS, 10 I WHICHEVER IS DEEPER AND RECOMPACT TO 90% PER SOIL ENGINEER RECOMMENDATIONS FS ELEV PI SECTION "A "-"A" T^ ELEV PER PLAN j 1 :...: .,B 12' CPMPACTED SUBGRADE WEED KILLER AC PVMNT STRUCT, SECTION TO BE VERIFIED AND CONFORMED BY SOILS ENGINEER CONC, CURB Q CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: CJ SCALE: TITLE S ET AS SHOWN DESIGNED BY: JP DATE: 17644 ALL BL APRIL 15,2005 CHECKED BY: JP A ROVED BY: DRA`.ANG NO. 1 6 GTY ENGIIJEER R.C.E. 51152 DATE 4474 1 MARK W.I. FENCE WEEP HOLE „F„ „F„ SECTION DETAIL NTS 1118.40tc 1117.83fs /10 1117 55f Q ofEssr0,4,DETAIL „A„ NTS 0 Ft>Ui r Vis' cIV\L �. I Ct (EXIST) FOOTHILL , I ION AS AMENDED BY LOCAL ORDINANCE AND ANY VARIANCE THERE FROM SHOWN ON THE PLAN. BLVD 15' RELOCATE EXISTING IMP. 2. ALL GRADING SHALL CONFORM WITH THE RECOMMENDATION OF SOIL ASPHALT CONCRETE t3' W TE REPORT (TKE JOB No.00-224FP-B) PREPARED BY T.K. ENGINEERING CORP. TF TRANSFORMER F. F. Z SEPTEMBER 25,2000 AND WILL BE PART OF THE SPECIFICATIONS. FINISH SURFACE 1117.47fS r`ni 1117.50fS Li I 3. THE INSPECTOR IS TO BE CONTACTED TO SCHEDULE A SITE PRE -GRADING THW TOP OF HEAD WALL TAD Q MEETING 48 HOURS PRIOR TO START OF GRADING INVERT DS 4. FILL SHALL BE COMPACTED NOT LESS THAN 90% OF MAXIMUM WATER METER AVENUE WROUGHT IRON DENSITY AS DETERMINED BY ASTM TEST DESIGNATION D-1557-78 LU l N 1116.05fl EXISTING -100- OR OTHER ASTM STANDARD D R METHOD D ET OD ACCEPTABLE 13Y THEI BUILDING OFFICIAL. L 1 5 o Q e 5. NO FILLS SHALL BE PLACED UNTIL ALL VEGETATION DEBRIS,EXISTING FILL = R� a SITE AND UNSUITABLE MATERIAL HAVE BEEN REMOVED AND HAVE BEEN VALLEY INSPECTED AND APPROVED BY THE SOIL ENGINEER. :.00' 3.00' 5.00' I 6. ANY MODIFICATIONS OR CHANGES ON APPROVED GRADING W z PLAN MUST BE APPROVED BY THE BUILDING OFFICIAL. 7. NO ROCKS OR SIMILAR MATERIALS GREATER THAN 8" IN DIAMETER WILL "E" "E„ w o BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT Li Q HAVE BEEN SUBMITTED BY THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIALS. SECTION DETAIL S1 8. CONTINUOUS INSPECTION AND TESTING BY THE SOIL ENGINEER OR HIS NTS i+ REPRESENTATIVE SHALL BE PROVIDED DURING ALL FILL PLACEMENT AND COMPACTION TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 9. 'E=�IGFt1 LS GHF EP N� TI P� BYDjHf0&1LFILE�G PA�. BUILDING 10. EXISTING CITY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS FROM THE GRADING OPERATION. THE STREET RIGHT OF WAY SHALL BE CLEANED UP DAILY AND AS NECESSARY TO MAINTAIN PEDESTRIAN AND VEHICULAR PASSAGE OVER PUBLIC RIGHT OF WAY AT ALL TIMES. 11. ROOF DRAINAGE MUST BE DIVERTED FROM GRADED SLOPES 12• PRIOR TO GRADING THE ENTIRE SITE SHALL BE CLEARED OF SIGNIFICANT SURFACE VEGETATION, MANURE,DEBRIS, DEMOLOTION OR RUBBLES ETC. TREE ROOTS SHALL BE REMOVED TO A DEPTH OF AT LEAST 3 FEET. 13. ALL GRADED SITES OF FINAL GRADING MUST HAVE A MINIMUM SLOPE OF 1 % TOWARD THE STREET OR DESIGNED DRAINAGE OUTLET. 14. THE FIELD ENGINEER MUST SET DRAINAGE STAKES FOR ALL DRAINAGE DEVICES. 15. PROVISION SHOULD BE MADE FOR CONTRIBUTING DRAINAGE OF ALL TIMES. 16. ANY BROKEN OR DAMAGED IMPROVRMRNTS ON ADJACENT PRIVATE PROPERTY OR PUBLIC RIGHT-OF-WAY SHALL BE REPLACED OR REPAIRED IN KIND AS DIRECTED BY INSPECTOR. CONSTRUCTION NOTE: 1Q--- CONSTRUCT 3' AC OVER 4' AB FOR PARKING AREA, 3'AC OVER 6'AB FOR TRAFFIC AREA, COMPACT SUBGRADE TO 90% COMPACTI❑N, SUBJECT TO VERIFICATION BY SOILS ENGINEER O- CONSTRUCT 6' CURB PER DETAIL HEREON O3 --- CONSTRUCT 4'WIDE 4 -HIGH AC TRAFFIC BERM CONSTRUCT CONCRETE CHANNEL PER DETAIL SHOWN HEREON a- CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL AS SHOWN ON HEREON �-- CONSTRUCT '6'CURB & 18' GUTTER PER SAN BERNARDINO COUNTY I TRANS, DEPT STD. N❑.116 CONST, VEGETATED SWALE B=6', SIDE SLOPE 4;1, TC -30 PER WQMP W OR EQUAL SWALE PER DETAIL HEREON W g a CONST. DISCHARGE STRUCTURE PER CITY OF FONTANA, - STD, PLAN. NO,3000 CONST 2 MODIFIED UNDER SIDEWALK DRAIN SIZE 3 PER CITY OF FONTANA STD,PLAN NO,3001 g CONST UNDER SIDEWALK DRAIN SIZE 3 PER CITY OF FONTANA, STD.PLAN N0:3001 9a --CONSTRUCT 4'DFPTH CONCRETE SIDEWALK /W 6'x6' -#10x#10 WWM 10 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURE'S PLAN 11 CONSTRUCT 4' HIGH W.I. FENCE PER ARCHITECT'S PLAN CONSTRUCT DOWN SPOUT PER DETAIL HEREON W/ FLOGARD DOWN SPOUT v--) N FILTER FG-DS4 PER KRISTAR ENTERPRISES, INC (800-579-8819) I� CN @�-CONST, 4" AREA DRAIN /W 8- PVC SCH 40 y Z11 -- CONSTRUCT 3/16' RIPRAP OF CRASHED ROCK /W 7' THICK T- CONST. 8 PVC C-900,CLASS 150 1@-- CONSTRUCT APPROVED DOUBLE CHECK VALVE BACK FLOW PROTECTION DEVICE WR 30- s I 25 2 20 f I w,1 2' 12' (11116.75bw) (111 16.54t (11115.93tc) L O 3.1 e Slope 5\oQ - 3.0' 3.00' 3.0' SECTION DETAIL NTS ER I GRADE OR 2 BELOW THE BOTTOM OF FOUNDATIONS, 10 I WHICHEVER IS DEEPER AND RECOMPACT TO 90% PER SOIL ENGINEER RECOMMENDATIONS FS ELEV PI SECTION "A "-"A" T^ ELEV PER PLAN j 1 :...: .,B 12' CPMPACTED SUBGRADE WEED KILLER AC PVMNT STRUCT, SECTION TO BE VERIFIED AND CONFORMED BY SOILS ENGINEER CONC, CURB Q CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: CJ SCALE: TITLE S ET AS SHOWN DESIGNED BY: JP DATE: 17644 ALL BL APRIL 15,2005 CHECKED BY: JP A ROVED BY: DRA`.ANG NO. 1 6 GTY ENGIIJEER R.C.E. 51152 DATE 4474 1 MARK W.I. FENCE WEEP HOLE „F„ „F„ SECTION DETAIL NTS 1118.40tc 1117.83fs /10 1117 55f Q ofEssr0,4,DETAIL „A„ NTS 0 Ft>Ui r Vis' cIV\L �. I Ct (EXIST) VICINITY MAP NOT TO SCALE 17.2' 1 .31 N C oQe -.,-- 3.6' 10' 3.6' 0 M SECTION DETAIL NTS VALLEY BLVD, TYPICAL SECTION N,T,S PER PLAN CONC. CHANNEL DISPOSITION NOTES: 10. JOIN AND MATCH EXISTING © FOOTHILL ® BLVD RELOCATE EXISTING IMP. LEGEND A. C. ASPHALT CONCRETE BW W TE TRASH ENCLOSURE TF TRANSFORMER F. F. Z FS FINISH SURFACE FL Li TC > THW TOP OF HEAD WALL TAD Q INV INVERT DS DOWN SPOUT SAN BERNARDINO WATER METER AVENUE WROUGHT IRON NTS LU (E) EXISTING -100- PROPOSED CONTOURS EXISTING CONTOURS a SITE VALLEY BLVD W z z w o Li Q w Q >- o: STATE FREEWAY 10 0 w U VICINITY MAP NOT TO SCALE 17.2' 1 .31 N C oQe -.,-- 3.6' 10' 3.6' 0 M SECTION DETAIL NTS VALLEY BLVD, TYPICAL SECTION N,T,S PER PLAN CONC. CHANNEL DISPOSITION NOTES: 10. JOIN AND MATCH EXISTING © REMOVE EXISTING IMP. ® PROTECT IN PLACE RELOCATE EXISTING IMP. LEGEND A. C. ASPHALT CONCRETE BW BACK OF WALK TE TRASH ENCLOSURE TF TRANSFORMER F. F. FINISH FLOOR FS FINISH SURFACE FL FLOW LINE TC TOP OF CURB THW TOP OF HEAD WALL TAD TOP OF AREA DRAIN INV INVERT DS DOWN SPOUT WM WATER METER W.I. WROUGHT IRON NTS NOT TO SCALE (E) EXISTING -100- PROPOSED CONTOURS EXISTING CONTOURS FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO ARCHUTECTURE & ENGINEERING DEPARTMENT DESIGNED 6Y:' DRAWN BY: CHECKED BY: JP JC JP APPROVED BY: SUBMITTED BY'���� C.D.E. RECOMMENDED/APPROVED BY ASST COUNTY ENGR ROADS DATE REVISIONS APPR DATE ASST ROAD COMMISSIONER ENGR DATE COUNTY ENGR DATE t, M FL ELEV PER PLAN 3.00' 1.50' 1.50' CONCRETE RIBBON GUTTER p SECTION "B"- "B" STRUCTURAL BMPs Si TC -30 VEGETATED SWALE S2 COMMON AREA IRRIGATION S�3 --- RUN-OFF MINIMIZING LANDSCAPE �-- TRASH CONTAINER AREA EARTH WORK: RAW(OVER IXC ) CUT: 1800 C.Y. RAW FILL: 2,100 C.Y.(SHRINKAGE 1591NCL'D) 300 C.Y. FOR IMPORT GRADING & DRAINAGE PLAN VALLEY RETAIL/OFFICE BUILDING 17644 VALLEY BLVD, BI-JOMINGTON, CA.92316 DEVEI_-r,ER: MR.HAE J, PARK P.O.BOX 780, BLOOMINGTON, CA.92316 (909)877-4100 P200500635/CUP W.O.NO6ba_ 17644c.dwg scale:1 "=30' FILE No. SHEET 1 OF 1 I .