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HomeMy WebLinkAbout2410-2I C. L. VER : 1 in = 4 f t HOR : I in = 40 f 10+00 xlg� � I I I E�CISTWG EI)GE OF P�4VEMENT, h0" WEST p to O U Z f... W 0 N W X W �' U < J .� (D O c•r �..._ < Z W � N2 o O Z V J W V 0 _ V (� xlg� � I I I E�CISTWG EI)GE OF P�4VEMENT, h0" WEST p � O U Z f... W O N W X W �' U < J .� (D O c•r �..._ < Z W � N2 o O Z V W 0 V (� 1- O Z O . 5 to V + H c0 p X < + Lm U W Q9 F- r.,~ cD _ ~� ch � Z 1-- <O<49 p� J,i1 OW F- U) (n "y E►. F- N W Z Z >_ W Q ` O < O W LLJ '7 n J F- m CL ny p O O J O �•► O J tV On O J + p r•• 0LO O+V v O OJ O O d 6 +U L0NGO V) J 6 0 � ''•N « F—♦ O� .000, oc � p O J O+ N '" N h < cQ (n v ...•- a0 J c*ljV -- 100. OO V. t co J o+ + J ^ h < �i + `.'' .,,,, -o- --- PVI= 9. 00 V C4 ►— + o iii it cn " --- -- r"• "" 100. 00 V. C. O V) .. r- w _,.o.. 16 o 0 o PVI=4& o c3 L-82. 65 0 0 + w o o O �t OV NU +F- <� LO + L_ '� H lw .-+ h TAN G& cn VAI i W Z f... W O N W X W �' U < J .� (D O c•r �..._ 0 NOTE: IF FOUND NECESSARY �, ae BY FIELD INSPECTOR EXIST cn w o � N2 o O Z V W 0 V (� O Z O . 5 to V + H c0 p X < + Lm U W Q9 F- r.,~ cD _ ~� ch � Z <O<49 p� J,i1 OW F- U) (n "y E►. F- N �*! < m 1 — — TAN GR = 2.02 s Vm � I V In O) + ~ < 11'1 < ~ NLOr-. F- 1* to . �' + r-+ N fn co XR4 YTM GROUND R/W ./w �. PR FILE SCALEROPOSED 710P OF CLJRB 22' E 11+00 12+00 13+00 14+00 15+00 F TOP OFI PAVEME ST OF� 16+00 ffi 17+00 CL Q 18+00 CONSTRUCTION NOTES A AC DIKE TO BE REMOVED A W 5 � v g >o CL CL Y v ` � w a a � � � U �1 CONSTRUCT b.S' A.C. AVER NATIVE F� FONTANA AV'EFIIE AND 4.5' A.C. OVER NATIVE FOR POPLAR AVENUE . REPLACED Go u, a C7 W ~ ~ O "' �- Q P COU PLANE Ir AC OVER EXISTING 4,5' AG FEATHER AND BOND AS NECESSARY TO INSURE A SMITH TRAKSJTIOK � D W W U ,••� N (n Oh V `� < J Z < x W x cV t�/f oG Z '� + ~ L� < 0 c Z W> W (A ''� >t 0 W r �` �, • . • ,� o Z M _ ; 00 i Ln < 00 -� W p O CONSTRUCT EI' CURB AND GUTTER PER CITY OF FONTANA STD. NO, 104 "llWW � C, CN + + F- '� + ~- }... O CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. IOL o w tO c0i o • `" �•- � '-' � `�' � W N I o + o + ::.:. : -••' '. .+ U5 CONSTRUCT 4 THICK P.C.C. SIDEWALK PER TYPICAL, STREET SECTION STI IM x x + 1=0 W •` '," 6 CONSTRICT RAMIPED CURB RETURN PER CITY OFF T uj Q s 16 OVERLAY AREA • 2 X I S►T. WLX i ELY 0 r ,rD l 1 �Q EXISTING EDGE OF PAVEMENT-••..., (""' To WTI" EXISTING EDGE OF PAVEMENT�.�� --------- --- ---- --- — — ---- ---19 -- 20 ------ --- ::.: :. .... 19 13- 20 N 00' 12' S9" E 5 12 - ,. 2 •. A— .7 4- 1 ,. 2 8 � `�.� .ice.. :::. :::: :... ..:::...... :::.9:. . :::.. ........... ... tai.............. .............................................. 9 :::. . :. ':.':::.O� .Q X':.'::::::.: ':..':::::::.'::' .. • ::. '::::::::::.:::::::.::.':::::.:':.................................................................... t 2 ................................... . ........................... :::::::::::.::::::.':::.............................................1............................... i................. ........... '. • . a •:.: lex) 17 78.88' Y60.00' 17 60.00' 60,00' 60,00' 60.x' 60,x'S60,00TA. 12+13 17 17 } 17 17 :•XS�14 WA' a W STA. 14+06 A. 14+40 a STA. A. 15+611 STA. 3 Ir 1 6. ai STA. 1t+Al W a 1 S+ _ tj * : '; • . • �'� N6 51 16 w 16+46 pW v, X E- • x c0 v� v 44. z B ao ce W W ® ae ce w N C� co °° c� `� _ av+o .� z = r� �N z r = z 01 LO z = + cii� z �� +� � + Wog I CO Lr) �' V.0 CURVE DATA +� '9 lO A = 135' 1?' S�' • R=35.00' 12 T = 85. IT • L X2.65 ' CALL UNDER GROUND SERVICE ALERT �P 48 HOURS BEFORE YOU DIG Q► 1-800-422-4133 PRIVATE ENGINEER'S NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JO SITE CONDITIONSR L B I E DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE. OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCHMARK: FON-201 CSFB 4015/989 ELEV. 1133.395 A DRIVE PIN IN CURB TOP, 160 FEET EAST A 36 FEET NORTH OF rL INTERSECTION OF RANDALL AND LIVE OAS( ROADS.. AVENUE • `. ON ANA STD. 104A F �7 SAWCUT AND REMOVE EXISTING AC PAVING REMOVE EXISTING AC HEIiMI 6 F� 9 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY [IF FONTANA STD. 102. ( TO BE FIELD LOCATED ) ►O' QA CONSTRUCT 8' THICK CONCRETE SPANDREL AND C CURBED CONCRETE ISLANDS -- 11 CONSTRUCT 8' A.C. DIKE 12 INSTALL 9500 LUMEN H.P.S. COBRA HEAD CUT OFF LENSE STREET LIGHT ON ORNAMENTAL POLE, NY MOUNTING HT. WITH 6' MAST ARK 13 INSTALL 2200A LUMBI H.P.S. CaM HEAD CUT OFF LENSE STREET LIGHT ON ORNAWAL POLE, 310' MUNT'M HT, VITH 6' MAST Aft 14 INSTALL 9500 LUMEN H.P.S. COM HEQ CUT OFF LENSE STREET LIGHT FIXTURE ON EXISTING WOOD POVER POLE TO K RELOCATED (PPR 290710 VITN A i' MST AM Q 1 UNDERGROUND D POWER LINES ALONG POPLAR AVENUE STREET FRONTAGE (BY OTHERS) IN ACCORDANCE WITH CITY OF FONTANA PLANNING CONDITION R 48, �1� 16. CONSTRUCT 4' AC BERK 7 17 CONSTRUCT 4' VCP LATERALS AND CONNECT TO EXISTING S' MAIN. 'Y's' AS SHOWN PER AS BUILT PLANS ON TRACT NEL 14748 18 CONSTRUCT RES I DENT I AL SEVER LATERAL CLEANOUT PER CITY OF FONTANA STD Na 125 (TO SE F I EL© LOCATED) 1C RAISE EXISTING MANHOLE TO GRADE 20 A.C. OVERLAY 0.1 MIK THICKNESS AS SHOOK PER TYPICAL SECTION PER SHEET 1 REVISIONS: NO. DESCRIPTION ENG. DATE APPROVED DATE -4 F i vp ATE: £xP 3tlS I,Gli California RegionW CITY OF FONTANA, CALIFORNIA Engineers sPUBLIC WORKS DEPARTMENT C I V I L'N�'fw- S. LAND SURVEYORS D RAWN PLANNING & ENVIRONMENTAL , S Y TRACT NO. 15575 5 AS NOTED 30234 VIA AMANTE MEN I FEE. CA 92584 DESIGNED BY FONTANA-POPLAR DATE(909) 301-9601 AVENUE AVENUE A4 0,/—, CHECKED BY DRW. sir RICHARD M. KL I NE R. C. E. DATE (Z mle APPROVED • �/-''--�''� G %1 24 0 F•/r+ f` T TY SNC; T t�IC'PR Rr`C 79.1 7A w i W 14 WW f... W O N X W �' U < J .� (D O c•r �..._ 0 NOTE: IF FOUND NECESSARY �, ae BY FIELD INSPECTOR EXIST cn w o � N2 o O 18+00 CONSTRUCTION NOTES A AC DIKE TO BE REMOVED A W 5 � v g >o CL CL Y v ` � w a a � � � U �1 CONSTRUCT b.S' A.C. AVER NATIVE F� FONTANA AV'EFIIE AND 4.5' A.C. OVER NATIVE FOR POPLAR AVENUE . REPLACED Go u, a C7 W ~ ~ O "' �- Q P COU PLANE Ir AC OVER EXISTING 4,5' AG FEATHER AND BOND AS NECESSARY TO INSURE A SMITH TRAKSJTIOK � D W W U ,••� N (n Oh V `� < J Z < x W x cV t�/f oG Z '� + ~ L� < 0 c Z W> W (A ''� >t 0 W r �` �, • . • ,� o Z M _ ; 00 i Ln < 00 -� W p O CONSTRUCT EI' CURB AND GUTTER PER CITY OF FONTANA STD. NO, 104 "llWW � C, CN + + F- '� + ~- }... O CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. IOL o w tO c0i o • `" �•- � '-' � `�' � W N I o + o + ::.:. : -••' '. .+ U5 CONSTRUCT 4 THICK P.C.C. SIDEWALK PER TYPICAL, STREET SECTION STI IM x x + 1=0 W •` '," 6 CONSTRICT RAMIPED CURB RETURN PER CITY OFF T uj Q s 16 OVERLAY AREA • 2 X I S►T. WLX i ELY 0 r ,rD l 1 �Q EXISTING EDGE OF PAVEMENT-••..., (""' To WTI" EXISTING EDGE OF PAVEMENT�.�� --------- --- ---- --- — — ---- ---19 -- 20 ------ --- ::.: :. .... 19 13- 20 N 00' 12' S9" E 5 12 - ,. 2 •. A— .7 4- 1 ,. 2 8 � `�.� .ice.. :::. :::: :... ..:::...... :::.9:. . :::.. ........... ... tai.............. .............................................. 9 :::. . :. ':.':::.O� .Q X':.'::::::.: ':..':::::::.'::' .. • ::. '::::::::::.:::::::.::.':::::.:':.................................................................... t 2 ................................... . ........................... :::::::::::.::::::.':::.............................................1............................... i................. ........... '. • . a •:.: lex) 17 78.88' Y60.00' 17 60.00' 60,00' 60,00' 60.x' 60,x'S60,00TA. 12+13 17 17 } 17 17 :•XS�14 WA' a W STA. 14+06 A. 14+40 a STA. A. 15+611 STA. 3 Ir 1 6. ai STA. 1t+Al W a 1 S+ _ tj * : '; • . • �'� N6 51 16 w 16+46 pW v, X E- • x c0 v� v 44. z B ao ce W W ® ae ce w N C� co °° c� `� _ av+o .� z = r� �N z r = z 01 LO z = + cii� z �� +� � + Wog I CO Lr) �' V.0 CURVE DATA +� '9 lO A = 135' 1?' S�' • R=35.00' 12 T = 85. IT • L X2.65 ' CALL UNDER GROUND SERVICE ALERT �P 48 HOURS BEFORE YOU DIG Q► 1-800-422-4133 PRIVATE ENGINEER'S NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JO SITE CONDITIONSR L B I E DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE. OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCHMARK: FON-201 CSFB 4015/989 ELEV. 1133.395 A DRIVE PIN IN CURB TOP, 160 FEET EAST A 36 FEET NORTH OF rL INTERSECTION OF RANDALL AND LIVE OAS( ROADS.. AVENUE • `. ON ANA STD. 104A F �7 SAWCUT AND REMOVE EXISTING AC PAVING REMOVE EXISTING AC HEIiMI 6 F� 9 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY [IF FONTANA STD. 102. ( TO BE FIELD LOCATED ) ►O' QA CONSTRUCT 8' THICK CONCRETE SPANDREL AND C CURBED CONCRETE ISLANDS -- 11 CONSTRUCT 8' A.C. DIKE 12 INSTALL 9500 LUMEN H.P.S. COBRA HEAD CUT OFF LENSE STREET LIGHT ON ORNAMENTAL POLE, NY MOUNTING HT. WITH 6' MAST ARK 13 INSTALL 2200A LUMBI H.P.S. CaM HEAD CUT OFF LENSE STREET LIGHT ON ORNAWAL POLE, 310' MUNT'M HT, VITH 6' MAST Aft 14 INSTALL 9500 LUMEN H.P.S. COM HEQ CUT OFF LENSE STREET LIGHT FIXTURE ON EXISTING WOOD POVER POLE TO K RELOCATED (PPR 290710 VITN A i' MST AM Q 1 UNDERGROUND D POWER LINES ALONG POPLAR AVENUE STREET FRONTAGE (BY OTHERS) IN ACCORDANCE WITH CITY OF FONTANA PLANNING CONDITION R 48, �1� 16. CONSTRUCT 4' AC BERK 7 17 CONSTRUCT 4' VCP LATERALS AND CONNECT TO EXISTING S' MAIN. 'Y's' AS SHOWN PER AS BUILT PLANS ON TRACT NEL 14748 18 CONSTRUCT RES I DENT I AL SEVER LATERAL CLEANOUT PER CITY OF FONTANA STD Na 125 (TO SE F I EL© LOCATED) 1C RAISE EXISTING MANHOLE TO GRADE 20 A.C. OVERLAY 0.1 MIK THICKNESS AS SHOOK PER TYPICAL SECTION PER SHEET 1 REVISIONS: NO. DESCRIPTION ENG. DATE APPROVED DATE -4 F i vp ATE: £xP 3tlS I,Gli California RegionW CITY OF FONTANA, CALIFORNIA Engineers sPUBLIC WORKS DEPARTMENT C I V I L'N�'fw- S. LAND SURVEYORS D RAWN PLANNING & ENVIRONMENTAL , S Y TRACT NO. 15575 5 AS NOTED 30234 VIA AMANTE MEN I FEE. CA 92584 DESIGNED BY FONTANA-POPLAR DATE(909) 301-9601 AVENUE AVENUE A4 0,/—, CHECKED BY DRW. sir RICHARD M. KL I NE R. C. E. DATE (Z mle APPROVED • �/-''--�''� G %1 24 0 F•/r+ f` T TY SNC; T t�IC'PR Rr`C 79.1 7A w