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HomeMy WebLinkAbout5382-2(0.20% 20+00 21+00 -1 2.0 2.0' I STA: 20+39.70 ' SEE SHEEP 3 ECR I � ' o o co wm z �a o "t U') Q�pO J� H [r EX. 6E PULL B X �� + + + �zm~ ww N SEE SHEET 3 1 No o Nmoo=) ''� o Iv FOR STATIONI G zm� REFERENCE Qm (� zUpz o� m U) in m +ppwo ���z ' z p 1 E-m-jU +pwg �i m 2 N�w�o Na-WEL C7 z F0- 9 c~nM�z� U) CL 2. = I W PROPOSED RNV 5 LIQ 1�� � s EAST SIDEm A 5k SW' v STA: 20+00 o , R1 1 4 21+00 o N o 22+00 DETAIL "A" r � R2 /) o N 22+00 PERMEABLE CONCRETE CURB AND GUTTER WITH VARIABLE DEPTH GRAVEL BASE OLEANDER AVENUE BENCHMARK 6 PK NAIL IN LEAD @ BEGINNING OF TRANSITION EAST SIDE, SOUTH SIDE OF TRACKS ELEV. 1230.84 BENCHMARK 8 PK NAIL IN LEAD ON CURB, BCR N/E CORNER OF CITRUS AVENUE AND MERRILL AVENUE BENCH MARK NO. 8 (9/67) ELEV. 1213.20 THROUGH DRIVEWAY QUANTITIES >Hz O O CD rr O Un U') LL 0 100' V ( I + u- (0 O = N N LO U m -F Q LO U)Z:' Qr- LLo O (~!) m OLO > w U U o 91°44'91" O W mz wi 55.42' O.C.. 2 EA z011cnn.�20+39.70 Wo- m m w w Lo U ' END OF SIDEWALK 3TA: m RUCTION 10 REMOVE EXISTING CONCRETE CURB RAMP 50' VC coU LO co (0 O J � c) o wa) to a7 to m + � N0) CITY OF FONTANA STD. PLAN NO. 1002 2 EA 0 + ~ ALL IMPROVEMENTS ON OLEANDER TO BE CONSTRUCTED BY THE CITY OF FONTANA 2 Ln00 C) U U U+ m rn U O U d U N I co NUJ Nn �O W > +~ N O� CD c) +N +ONa07±0) Ln ) LO co co N + m W O > W N U') N CO N O N N(0 N r N O Q N U') N LO (•7 _ LO c CO7U tim LO U) T Q NQ C'7 co ° n NEW SIDEWALK/CONCRETE WORK e — U) Lo 0 40 80 ON t- It + F-- 07 U N Ln U) t17 Cn rF— L>7 U) r U) L0 F- Ln (/) ,- Fu): Ln r - ��H 0 07 +(0 U +� QQ CD 0+ 0) N c 7 O C) _ C) U) f N co Q O N O � —� OD U) LC) Q _O tr7 Q O / U)r T U) r PROP. TC o0 / WEST PROFILE o 1.25°/ 100' V + U- 3.69% cq o U U N m mw w L(7 50' VC LC) m In (D J U) co o w co L() c) to co (n O O m m m m m -t m O Uj O r- C o �(� O > a_ U LL +u +u-+EL+u- +u- +u - LO + LL 0) U) 4 O u- (0 LL U > Ln > W r- N � 0) r'q N N N N O N O N N N N �_ O CO LL LL m LO Lf7 N C7 N (� ii;ON. O U) � =� Q O O 0p m a0 V (n + W O U) N Cn T Q O Q O Liz mT r- LL O c\j 00 O u + LL PROP. FS c~nT c~i)T NN ONrn Z � as o o @ CL PROFILE CD U) r Lt7 Lf7 1510 3.69% O o / 100' V N rn 9°/° 2.39% m m > U w X. NC) T Q SURFA ELO E Ln w to c/)T @ CL PROFILE 50' VC co O w CO co U m> U co o U co U rn ::� p 54.87' O.C. U > +N m +rn±�±rn 1- c+vto N� W > W N Ln N co N co N O N (0 N O Irr Col.U m Ln ,� Q N () Q r Q O V m U? md U O U N w `T co `T U) r U) LO co i° co LT mU H o H +~ CD U +CO � +� N co O OO N co NN D O O N d1 O N r= Q Ln Q O Q O LID O Q 7 QLO C Q m r c/)r PROP. TC U) T iE EAST PROFILE X. SURFACE 1510 / @ TC PROFILE 0.36 /° ° 3.69% (0.20% 20+00 21+00 -1 2.0 2.0' I STA: 20+39.70 ' SEE SHEEP 3 ECR I � ' o o co wm z �a o "t U') Q�pO J� H [r EX. 6E PULL B X �� + + + �zm~ ww N SEE SHEET 3 1 No o Nmoo=) ''� o Iv FOR STATIONI G zm� REFERENCE Qm (� zUpz o� m U) in m +ppwo ���z ' z p 1 E-m-jU +pwg �i m 2 N�w�o Na-WEL C7 z F0- 9 c~nM�z� U) CL 2. = I W PROPOSED RNV 5 LIQ 1�� � s EAST SIDEm A 5k SW' v STA: 20+00 o , R1 1 4 21+00 o N o 22+00 DETAIL "A" r � R2 /) o N 22+00 PERMEABLE CONCRETE CURB AND GUTTER WITH VARIABLE DEPTH GRAVEL BASE OLEANDER AVENUE BENCHMARK 6 PK NAIL IN LEAD @ BEGINNING OF TRANSITION EAST SIDE, SOUTH SIDE OF TRACKS ELEV. 1230.84 BENCHMARK 8 PK NAIL IN LEAD ON CURB, BCR N/E CORNER OF CITRUS AVENUE AND MERRILL AVENUE BENCH MARK NO. 8 (9/67) ELEV. 1213.20 _� 1 TOLL FREE -"mmmm-1-800-227-2600 REV. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT THROUGH DRIVEWAY QUANTITIES >Hz O O CD rr O Un U') LL 0 1� ( I + u- (0 O = N N LO U m -F Q LO U)Z:' Qr- LLo O (~!) m OLO z p w U _� 1 TOLL FREE -"mmmm-1-800-227-2600 REV. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C? r -- c) 1— + H co co N r N m Q to UP) tr) 23+00 X1.42%) 2 Q U� J � w� m O�~Q N + +LuQz + APN 240-011-020 DRIVEWAY 2 N NOLg N Q QOa=W Q 1 c~i)m m ci 7 7 7 to , DRIVEWAY 2 L 8 I . 39.25' O.C. THROUGH DRIVEWAY QUANTITIES >Hz O O CD rr O Un U') LL O u- + n + u- (0 O = N N LO U m -F Q LO U)Z:' Qr- LLo N (~!) T > OLO z p w U +wwQ N0a-H Q 91°44'91" O W mz wi 2 EA z011cnn.�20+39.70 Wo- ® REMOVE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS 3 EA ' END OF SIDEWALK 3TA: m RUCTION 10 REMOVE EXISTING CONCRETE CURB RAMP 3CR co coU �U� 11 CONSTRUCT COMMERCIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER U) CITY OF FONTANA STD. PLAN NO. 1002 2 EA 0 + ~ ALL IMPROVEMENTS ON OLEANDER TO BE CONSTRUCTED BY THE CITY OF FONTANA 2 Ln00 C) U � U C5U 0000 CO c)C) co NUJ Nn �O 17 SUPPLY AND INSTALL #6 PULL BOX +~ N O� CD c) 300 LF + F LL � ) 4 EA co co N + N co (O + � LOCATION WITH TRAFFIC SIGNAL PLAN, VERIZON, SCE AND CITY OF N 0-) Q N U') N LO (•7 _ LO c LEGEND Q U) T Q Q ° n NEW SIDEWALK/CONCRETE WORK e — U) Lo 0 40 80 NEW ASPHALT PAVING OVERLAY ONLY GRAPHIC SCALE C? r -- c) 1— + H co co N r N m Q to UP) tr) 23+00 X1.42%) 2 Q U� J � w� m O�~Q N + +LuQz + APN 240-011-020 DRIVEWAY 2 N NOLg N Q QOa=W Q 1 c~i)m m ci 7 7 7 to , DRIVEWAY 2 L 8 I . 39.25' O.C. THROUGH DRIVEWAY QUANTITIES >Hz O O CD N r- O Un U') LL O u- + n + u- (0 O = N N LO N(0 L6 H �Ln� Q LO U)Z:' Qr- LLo N (~!) T > OLO z p C? r -- c) 1— + H co co N r N m Q to UP) tr) 23+00 X1.42%) 2 Q U� J � w� m O�~Q N + +LuQz + APN 240-011-020 DRIVEWAY 2 N NOLg N Q QOa=W Q 1 c~i)m m ci 7 7 7 to , DRIVEWAY 2 L 8 I . 39.25' O.C. a 1.76% 24+00 r; ti + o 0 N t1 - a .0 U 4 1 23+00 OLEANDER, AVENUE - 24+00 4 1ST 9 S 1v CURVE TABLE QUANTITIES >Hz L IrL W DELTA m N U 55.42' 90°11'36" 2 35.00' � N 0 0)z O 1- 0 Q C) N (~!) T > OLO z p Q zL j a 1.76% 24+00 r; ti + o 0 N t1 - a .0 U 4 1 23+00 OLEANDER, AVENUE - 24+00 4 1ST 9 S 1v CURVE TABLE QUANTITIES >Hz L IrL LENGTH DELTA 1 35.00' 55.42' 90°11'36" 2 35.00' APN 240-041-036 z� o w U) C/) LU �W + + + o wok U c� c\j c\1O O z p Q zL j +wwQ N0a-H Q 91°44'91" O W mz wi 2 EA z011cnn.�20+39.70 Wo- ® REMOVE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS 3 EA ' END OF SIDEWALK 3TA: m RUCTION 10 REMOVE EXISTING CONCRETE CURB RAMP 3CR 265 LF 11 CONSTRUCT COMMERCIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER U) CITY OF FONTANA STD. PLAN NO. 1002 2 EA 12 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 ALL IMPROVEMENTS ON OLEANDER TO BE CONSTRUCTED BY THE CITY OF FONTANA 1510 1510 CONSTRUCTION NOTES SCALE: VERT: 1- = 4' LINE TABLE NO. LENGTH BEARING 1 252.85' N00°00'22"W 2 327.62' N00°00'22"W CURVE TABLE QUANTITIES NO. RADIUS LENGTH DELTA 1 35.00' 55.42' 90°11'36" 2 35.00' 54.87' 8949'53" 3 25.00' 39.25' 89°56'45" 4 7.00' 8.58' 70°1728" 5 4.00' 6.40' 91°44'91" SCALE: VERT: 1- = 4' LINE TABLE NO. LENGTH BEARING 1 252.85' N00°00'22"W 2 327.62' N00°00'22"W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. Prepared Under The Supervision Of O QROFESSlp"V ���o�M ALeF,��Fti CDR Q �O m DRAWN BY: w ¢ N0. / 0/ z m COMMERCIAL DEVELOPMENT RESOURCES ML EXP. 9/30/15 2082 Michelson Drive, Suite 100. Irvine, CA 92612 949-825-5222 T 949 25-5216 F DESIGNED BY: www.cdnxestc sT CI .�' ML qTF OF CAL 9/1 /15 CHECKED BY: AARON ALBERTSON R.C.E. 65513 AA SCALE. >"= 40' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN OLEANDER AVENUE SCALE: AS SHOWN PLAN AND PROFILE DATE: 9/01/15 APP VED BY �r+DRAWING NO.: 2 DAT/�J 5382 CI E (NEER R.C.E. 51152 3 QUANTITIES O NOT USED O REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL. 0 SF O CONSTRUCT MINIMU 62 A.C. PAVEMENT OVER 12 INCHES OF 95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO 400. 18,453 SF ® CONSTRUCT MODIFIED 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 20,389 SF I AND DETAIL "A" THIS SHEET. CURB AND GUTTER TO BE CONSTRUCTED OF PERMEABLE CONCRETE ' O ADJUST WATER VALVE FRAME AND COVER TO GRADE 642 LF © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003 2 EA 70 REMOVE EXISTING TREE 2 EA ® REMOVE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS 3 EA ' END OF SIDEWALK 90 REMOVE EXISTING CURB AND GUTTER 4 EA RUCTION 10 REMOVE EXISTING CONCRETE CURB RAMP 265 LF 11 CONSTRUCT COMMERCIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER CITY OF FONTANA STD. PLAN NO. 1002 2 EA 12 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 1 EA 2 * 14 SUPPLY AND INSTALL 6E PULL BOX 2,580 SF 3* W 15 SUPPLY AND INSTALL P48 PULL BOX _ z * 16 SUPPLY AND INSTALL 3" GALVANIZED RIGID METAL CONDUIT 2 EA R3 Q 17 SUPPLY AND INSTALL #6 PULL BOX 1 EA 0 z 18 SUPPLY AND INSTALL 4" GALVANIZED RIGID METAL CONDUIT 300 LF 4 EA LD * PLEASE NOTE THE LOCATION OF PULL BOXES AND METAL CONDUIT = SHOWN ON PLAN ARE APPROXIMATE. CONTRACTOR TO VERIFY EXACT LOCATION WITH TRAFFIC SIGNAL PLAN, VERIZON, SCE AND CITY OF FONTANA PUBLIC WORKS STAFF. LEGEND I NEW ASPHALT PAVING ° n NEW SIDEWALK/CONCRETE WORK e 40 0 40 80 NEW ASPHALT PAVING OVERLAY ONLY GRAPHIC SCALE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. Prepared Under The Supervision Of O QROFESSlp"V ���o�M ALeF,��Fti CDR Q �O m DRAWN BY: w ¢ N0. / 0/ z m COMMERCIAL DEVELOPMENT RESOURCES ML EXP. 9/30/15 2082 Michelson Drive, Suite 100. Irvine, CA 92612 949-825-5222 T 949 25-5216 F DESIGNED BY: www.cdnxestc sT CI .�' ML qTF OF CAL 9/1 /15 CHECKED BY: AARON ALBERTSON R.C.E. 65513 AA SCALE. >"= 40' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN OLEANDER AVENUE SCALE: AS SHOWN PLAN AND PROFILE DATE: 9/01/15 APP VED BY �r+DRAWING NO.: 2 DAT/�J 5382 CI E (NEER R.C.E. 51152 3