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Home My WebLink About5395-2A SIDE WALL CURB OPENING CATCH 3" PVC PIPE TO BASIN DISSIPATE LOW FLOW 0 5' O.C., (MINIMUM 1 PIPE OPENING) A f f A BOTTOM SLABri CURB OPENING CATCH BASIN � TO PLAN BOTTOM SLAB: CURB OPENING CATCH BASIN EXISTING NTS GROUND BOTTOM SLAB 6.5 MIN AC ON 12 MIN COMPACTED NATIVE SOIL 95% COMPACTION PER CITY OF FONTANA STD. NO. 400 OCONSTRUCT CURB OPENING CATCH 5' 3" PVC PIPE TO CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 BASIN MAX 23 DISSIPATE LOW FLOW 28 INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. 32 INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. PROVIDE 1' OPENING EVERY 50' 0 5' O.C., (MINIMUM 1 DIKE I 34' ARCHITECTURAL PLAN 12' 1 PIPE OPENING) TC I CURB OPENING CATCH BASINrR PER PLAN 6 EP 2 2� I PROPOSED ETIWANDA SCALE: NTS 2 PER PLAN MAX ELEMENTARY SCHOOL #13 o� 2% ooff 27- 2% THICKNESS (t) 1 PER STD 3004 COMPACTED NATIVE 6" DEEP," OPEN GRADED GRAVEL 3 SECTION A -A SWALE NTS WESTERLY PROP. R/W EASTERLY PROP. R/W FA(;I FS NFST WAY �7Ar_l Fc nlFCT WAY STA. 11+63.01 TO STA. 17+76.78 EAGLES NEST WAY T.I. - 6.5 TYPICAL SECTION D EXISTING TO DAYLIGHT HORIZ: 1"=20' ;VERT: 1"=4' 2 �- - - � GROUND PROPOSED ETIWANDA ELEMENTARY SCHOOL #13 EXISTING GROUND NORTHERLY PROP. R/W - - _ _ SOUTHERLY PROP. R/W EXISTING TOSCANA LANE _ TOSCANA LANE GROUND U') 66' 32 34 10' 5' 12' 22' 5.5' 6 5' - 3, BENCH S/W GRIND AND OVERLAY I SCALE: NTS 2 4.5" AC. (MIN) PCC. PER STREET SECTION ` (520-C-2500 MIN.) 6.32' f dt .•'. } LLI 4. . . 'a' ,o ? • d AV SPRING LINE 1 12" 2" CASE II BEDDING 18" RCP (D-2600) SD. PER PLAN DETAIL: CONCRETE BACKFILL AROUND SHALLOW STORM PIPE SCALE: NTS CONSTRUCTION NOTES 2 6.5 MIN AC ON 12 MIN COMPACTED NATIVE SOIL 95% COMPACTION PER CITY OF FONTANA STD. NO. 400 OCONSTRUCT 4.5 MIN AC ON 12 MIN COMPACTED NATIVE SOIL 95% COMPACTION PER CITY OF FONTANA STD. NO. 400 3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000 BENCH CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 10 SAWCUT AND REMOVE EXISTING AC PAVEMENT 23 GRIND AND OVERLAY PER DETAIL 1/2 28 INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. 32 INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. PROVIDE 1' OPENING EVERY 50' PROPOSED FENCE, TYPE PER DETAIL: BOTTOM SLAB 1 DIKE I 34' ARCHITECTURAL PLAN 12' I 32 PER TC I CURB OPENING CATCH BASINrR PER PLAN 6 EP 2 2� I PROPOSED ETIWANDA SCALE: NTS 2 PER PLAN MAX ELEMENTARY SCHOOL #13 o� 2% ooff 27- 2% �.�. 1 f1 PROP. EARTHEN 3 SWALE SAWCUT & REMOVE STA. 10+88.28 TO STA. 16+64.59 TOSCANA LANE GRIND 0.10' MIN2' 1 EXIST. PAVEMENT T.I. = 6.5 EXIST. PAVEMENT AND (MIN) (MIN) TYPICAL SECTION E OVERLAY 0.10' MIN 24' HORIZ: 1"=20' VERT: 1"=4' 2 EXISTING PAVEMENT NEW PAVEMENT 9' i 20' GRIND AND OVERLAY I SCALE: NTS 2 4.5" AC. (MIN) PCC. PER STREET SECTION ` (520-C-2500 MIN.) 6.32' f dt .•'. } LLI 4. . . 'a' ,o ? • d AV SPRING LINE 1 12" 2" CASE II BEDDING 18" RCP (D-2600) SD. PER PLAN DETAIL: CONCRETE BACKFILL AROUND SHALLOW STORM PIPE SCALE: NTS CONSTRUCTION NOTES OCONSTRUCT 6.5 MIN AC ON 12 MIN COMPACTED NATIVE SOIL 95% COMPACTION PER CITY OF FONTANA STD. NO. 400 OCONSTRUCT 4.5 MIN AC ON 12 MIN COMPACTED NATIVE SOIL 95% COMPACTION PER CITY OF FONTANA STD. NO. 400 3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000 6 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 10 SAWCUT AND REMOVE EXISTING AC PAVEMENT 23 GRIND AND OVERLAY PER DETAIL 1/2 28 INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. 32 INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. PROVIDE 1' OPENING EVERY 50' CHANNEL SECTION F HORIZ: 1"=20' ; VERT: 1"=4' 2 2' BENCH 10' WESTERLY EXISTING R/W WESTERLY PROP. R/W LYTLE CREEK ROAD EASTERLY EXISTING R/W LYTLE CREEK ROAD (30') LYTLE CREEK ROAD 2' BENCH BENCH 0.5' PROPOSED FENCE, TYPE PER-,,,, ARCHITECTURAL PLAN EXISTING GROUND -� i PROPOSED ETIWANDA ELEMENTARY SCHOOL #13 cW' CIO ,ISTING ROUND RIPRAP I 1 6' I 2 6' 1 EXISTING S/W 1 10 SAWCUT & 2' 23 S/W 1 GROUND REMOVE EXISTING GRIND & OVERLAY I - 1 - 1 PROTECT EXISTING 6 MAX C - - - - - - - AC PAVEMENT PER PLAN % - - _ (2%) I 3 I I I I 1 I STA. 227+04.50 TO STA. 234+55.56 LYTLE CREEK ROAD (PUBLIC) T.I. - 9.0-10.5 TYPICAL SECTION A HORIZ: 1"=20' ; VERT: 1"=4' 2 WESTERLY EXISTING R/W WESTERLY PROP. R/W LYTLE CREEK ROAD EASTERLY EXISTING R/W LYTLE CREEK ROAD (30') LYTLE CREEK ROAD 1 92' 46' 46' 1 2' 10' L 5' TAPER WIDTH 34' 12' BENCH BENCH VARIES FROM 2'-34' 1 EXISTING GROUND 1 2'6' I 10 SAWCUT Sc 2' S/W I JOIN EXISTING GRIND & OVERLAY23 I EP EXISTING 1 PER PLAN 1 PROTECT EXISTING 1 TO DAYLIGHT GROUND - _ - - - - AC PAVEMENT 1 - - - r__. - J (2%) 2:1 MAX I I PROP. EARTHEN 1 I I SWALE STA. 221+55.95 TO STA. STA. 225+92.50 LYTLE CREEK ROAD (PUBLIC) STA. 235+67.56 TO STA. 240+28.85 LYTLE CREEK ROAD (PUBLIC) T.I. = 9.0-10.5 TYPICAL SECTION B HORIZ: 1"=20' ; VERT: 1"=4' 2 NORTHERLY PROP. R/W SOUTHERLY PROP. R/W FALCON RIDGE WAY FALCON RIDGE WAY I 66' 1 PROPOSED ETIWANDA '- ELEMENTARY SCHOOL #13 0.5' I 6' S/W s EXISTING GROUND 2% I _ _2% MAk 22' 12' 5' _ BENCH 15' I TC 28 PER PLAN AC. DIKE 2 PER PLAN 2% 2% TO DAYLIGHT 2% _ -,_ EXISTING STA. 10+88.28 TO STA. 16+56.59 FALCON RIDGE WAY GROUND T.I. = 6.5 RIPRAP TYPICAL SECTION C HORIZ: 1"=20' ; VERT: 1"=4' 2 SWALE SECTION G HORIZ: 1"=20' ; VERT: 1"=4' 2 EXISTING GROUND BASIS OF BEARINGS: CITY OF FONTANA, CALIFORNIA THE BASIS OF BEARINGS FOR THIS DRAWING p O Q�°F E ss i oN �: IS: CL OF LYTLE CREEK ROAD NOO*40'22"W SHOULD CONSTRUCTION OF THE REOUIRED �o �N 16q� 1325.56' BASIS OF BEARING PER MB IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �`�� =FUE SCO STREET IMPROVEMENT PLAN `�' �' `� z II�1i■ DRAWN BY: SCALE: 309/7-10. o OF THE DATE OF APPROVAL SHOWN HEREON AND No. c 047255 m E N G i N E E R i N G AS SHOWN BENCH MARK: DIAL Two WORKING CARRIED FORTH IN A DILIGENT MANNER, THE CffY Exp. 12/31/17 M DETAIL SHEET 1 SAN BERNARDINO COUNTY BENCHMARK BEFORE �u, DAYS BEFORE 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY: DATE: ENGINEER MAY REOUIRE REVISIONS TO THE PLANS tel 909.581.0676 fax 909.581.0696 o www.fuscoe.com (TYPICAL STREET SECTIONS) #8-17. SBD CO BR DISC IN CONC LEG YOU DIG YOU DIG i� SEPTEMBER, 2015 TO BRING THEM INTO CONFORMANCE WITH POWER TOWER SCE#195 343' N HIGHLAND TOLL FREE 1-800-227-2600 STgTF C1VIL\f°��P (-ZS-'� CHECKED BY: APPRO BY: /, t / DWG. N0.: Z91 AVE. 0.2' MI W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.of CA� DateELEVATION = 1428.61 (DATUM OF 1929) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STEVEN L. ELLIS R.C.E. 47255 CITY ENG NEER R.C.E. 51152 DATE: G 5395 92' t__ 1 46' 46' 12' 34' I 34' 12' I I 1 6' I 2 6' 1 EXISTING S/W 1 10 SAWCUT & 2' 23 S/W 1 GROUND REMOVE EXISTING GRIND & OVERLAY I - 1 - 1 PROTECT EXISTING 6 MAX C - - - - - - - AC PAVEMENT PER PLAN % - - _ (2%) I 3 I I I I 1 I STA. 227+04.50 TO STA. 234+55.56 LYTLE CREEK ROAD (PUBLIC) T.I. - 9.0-10.5 TYPICAL SECTION A HORIZ: 1"=20' ; VERT: 1"=4' 2 WESTERLY EXISTING R/W WESTERLY PROP. R/W LYTLE CREEK ROAD EASTERLY EXISTING R/W LYTLE CREEK ROAD (30') LYTLE CREEK ROAD 1 92' 46' 46' 1 2' 10' L 5' TAPER WIDTH 34' 12' BENCH BENCH VARIES FROM 2'-34' 1 EXISTING GROUND 1 2'6' I 10 SAWCUT Sc 2' S/W I JOIN EXISTING GRIND & OVERLAY23 I EP EXISTING 1 PER PLAN 1 PROTECT EXISTING 1 TO DAYLIGHT GROUND - _ - - - - AC PAVEMENT 1 - - - r__. - J (2%) 2:1 MAX I I PROP. EARTHEN 1 I I SWALE STA. 221+55.95 TO STA. STA. 225+92.50 LYTLE CREEK ROAD (PUBLIC) STA. 235+67.56 TO STA. 240+28.85 LYTLE CREEK ROAD (PUBLIC) T.I. = 9.0-10.5 TYPICAL SECTION B HORIZ: 1"=20' ; VERT: 1"=4' 2 NORTHERLY PROP. R/W SOUTHERLY PROP. R/W FALCON RIDGE WAY FALCON RIDGE WAY I 66' 1 PROPOSED ETIWANDA '- ELEMENTARY SCHOOL #13 0.5' I 6' S/W s EXISTING GROUND 2% I _ _2% MAk 22' 12' 5' _ BENCH 15' I TC 28 PER PLAN AC. DIKE 2 PER PLAN 2% 2% TO DAYLIGHT 2% _ -,_ EXISTING STA. 10+88.28 TO STA. 16+56.59 FALCON RIDGE WAY GROUND T.I. = 6.5 RIPRAP TYPICAL SECTION C HORIZ: 1"=20' ; VERT: 1"=4' 2 SWALE SECTION G HORIZ: 1"=20' ; VERT: 1"=4' 2 EXISTING GROUND BASIS OF BEARINGS: CITY OF FONTANA, CALIFORNIA THE BASIS OF BEARINGS FOR THIS DRAWING p O Q�°F E ss i oN �: IS: CL OF LYTLE CREEK ROAD NOO*40'22"W SHOULD CONSTRUCTION OF THE REOUIRED �o �N 16q� 1325.56' BASIS OF BEARING PER MB IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �`�� =FUE SCO STREET IMPROVEMENT PLAN `�' �' `� z II�1i■ DRAWN BY: SCALE: 309/7-10. o OF THE DATE OF APPROVAL SHOWN HEREON AND No. c 047255 m E N G i N E E R i N G AS SHOWN BENCH MARK: DIAL Two WORKING CARRIED FORTH IN A DILIGENT MANNER, THE CffY Exp. 12/31/17 M DETAIL SHEET 1 SAN BERNARDINO COUNTY BENCHMARK BEFORE �u, DAYS BEFORE 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY: DATE: ENGINEER MAY REOUIRE REVISIONS TO THE PLANS tel 909.581.0676 fax 909.581.0696 o www.fuscoe.com (TYPICAL STREET SECTIONS) #8-17. SBD CO BR DISC IN CONC LEG YOU DIG YOU DIG i� SEPTEMBER, 2015 TO BRING THEM INTO CONFORMANCE WITH POWER TOWER SCE#195 343' N HIGHLAND TOLL FREE 1-800-227-2600 STgTF C1VIL\f°��P (-ZS-'� CHECKED BY: APPRO BY: /, t / DWG. N0.: Z91 AVE. 0.2' MI W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.of CA� DateELEVATION = 1428.61 (DATUM OF 1929) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STEVEN L. ELLIS R.C.E. 47255 CITY ENG NEER R.C.E. 51152 DATE: G 5395