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HomeMy WebLinkAbout5000-2I 1 I _ I I I II� APN I I 10- 15 1-44 APN 11 10- 15 1 -45APN I I 10- 15 1-4r. APN 11 1 0- 1 5 1 -47 Ij T—= 2" WATER 2" WATER b M FR — 1 2" WAI ER 1 2'' WATER 1 `aVATER 2" MATER— 2' WATER 2" ATER 2" WATER 12" WATER 2'' WATEr'.. 2 WATER 12' WP.TTR, 2" WATER. 4 2" WATER 12'1ti / / I 40 0� l / ----(I 269) / ,-- DRIVE I HI_tTON _ _ .� — — —I- 23 - \ 589055'15 E 2G� 20— 2 24 25- �f / I 5° VCP A� EF' 6%-{�-�- vcF sewer s" vcw seweR —2 I — " v p sFf. s \ - a" cP sFWER a' vcP seweR �.. 001 �Q22 � � �\� � 30' 0v 1 �� `68.29 ��� ` ��-• P��' WSJ 2 4 F�\ \\ 40' l� G 2 �'1 4 2 `6� 68 G MEET EXISTING i . G �� \ G� X\5�\N 51DEWA�K \��\O U — 2 _ G C _ __,� G G G G G - G G �� G G G G Gj2 �� O �1" -- __ -—� G ^5'G.5 dd,. _ GO MEET EXISTING / 342.26' L4 m `\ SIDEWALK 5 L1 d 14 . 62 32� 3 'n '- �_� 3 6� 9 \ F5 3 ° 4 O L2�0"GF gFoJ �}4 I 'Ln ��ST ; Lr) YO O. C0 ���?+I _ > 8` " N IL S5 r -I ll1 (ri / X LINE DATA: CURB RETURN DATA PAVING LEGEND AC PAVING PCC PAVING 4 ISCALE• 1 "=20' A= 90°0753" © 0= 90°00'42" R= 10.00' R= 8.00' L= 15.73' L= 12.57' T= 10,02' T= 8.00' © 0- (55052"07"OD 0- 90002'1 G R= 10.00 R= 8.00' L= 15.09' L= 12.57 DETAIL A REMOVAL EXISTING PCC PAVING T= 9.98' T= 8.01' 20 0 40 GO T TI CONS RUC ON NOTES INSTALL MIN. 5.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 I o2 _ 5 SAWCUT EXISTING PAVEMENT � I I 3 INSTALL SIDEWALK PER CITY STD. I OOG- MODIFIED TO CURB ADJACENT CO 4 REMOVE EXISTING AC PAVEMENT 5 INSTALL MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN) o I o REMOVE EXISTING CURB * GUTTER / 10.74' Oji " •L � rill p 70 REMOVE EXISTING PCC SIDEWALK �,� I ® INSTALL 9500 LUMEN HPSV 100 WATT # 10 STREET LIGHT PER CITY STD. 404LL 2 4 ° �G 1 I ! it - _- 5 . E :a0 7 OCP APN 11 10-151-47 6 �} - ��Gl� r\ Tom -.,pro;\ ,/ r �h_ ccis5 5` 1.�44�T=70.8 cn ___.._.-_... - :. I . ,x=141.30', 8" 88.82' \ CURB RETURN DATA l\260 M� \�� 2 4 G 2 - 714.01 G 5 ---' = . Zig 6' 2 O 77 - .___ R- 8.00 _ _.. � 0 .: .. — — L= 12.57' ' __ �� Sj 0 r2)) 40' — — — -- — — — -------------------- T= ----- T= 8.00' ! l \� - 2 � �� ` � ---- ---_ N � 2�\� OGS-- � __— — — - A_ 90018'07" �� c / 25'�l� j G x\� ��`t '{ R- 8.00' � `�26 h� l\266 ~ — `\2 P T= 8.04" � 14 _... '— '--- 8" VCP SEW'ER 8" VCP SEWER � _-" �.PV(lr t=77 L' VCP SEWER 8" VCP SFWEP G LINE DATA: r 8"VCP SEW-...�,� - _. �_._ — _-- — 8" VCP !E. ER 8" VCP SEU/Ef? 8" VCP SE1^IFR :" VGE SEWER T TT l► RT 01I i r L A Ll G.49' N48004'48"W L2 7.07' 545004'45"W L3 7.07' N44055' 15"W L4 7.07' 545004'45"W A= 90°0753" © 0= 90°00'42" R= 10.00' R= 8.00' L= 15.73' L= 12.57' T= 10,02' T= 8.00' © 0- (55052"07"OD 0- 90002'1 G R= 10.00 R= 8.00' L= 15.09' L= 12.57 DETAIL A REMOVAL EXISTING PCC PAVING T= 9.98' T= 8.01' 20 0 40 GO T TI CONS RUC ON NOTES INSTALL MIN. 5.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 I o2 _ 5 SAWCUT EXISTING PAVEMENT � I I 3 INSTALL SIDEWALK PER CITY STD. I OOG- MODIFIED TO CURB ADJACENT CO 4 REMOVE EXISTING AC PAVEMENT 5 INSTALL MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN) o I o REMOVE EXISTING CURB * GUTTER / 10.74' Oji " •L � rill p 70 REMOVE EXISTING PCC SIDEWALK �,� I ® INSTALL 9500 LUMEN HPSV 100 WATT # 10 STREET LIGHT PER CITY STD. 404LL 2 4 ° �G 1 I ! it - _- 5 . E :a0 7 OCP APN 11 10-151-47 6 �} - ��Gl� r\ Tom -.,pro;\ ,/ r �h_ ccis5 5` 1.�44�T=70.8 cn ___.._.-_... - :. I . ,x=141.30', 8" 88.82' \ CURB RETURN DATA l\260 M� \�� 2 4 G 2 - 714.01 G 5 ---' = . Zig 6' 2 O 77 - .___ R- 8.00 _ _.. � 0 .: .. — — L= 12.57' ' __ �� Sj 0 r2)) 40' — — — -- — — — -------------------- T= ----- T= 8.00' ! l \� - 2 � �� ` � ---- ---_ N � 2�\� OGS-- � __— — — - A_ 90018'07" �� c / 25'�l� j G x\� ��`t '{ R- 8.00' � `�26 h� l\266 ~ — `\2 P T= 8.04" � 14 _... '— '--- 8" VCP SEW'ER 8" VCP SEWER � _-" �.PV(lr t=77 L' VCP SEWER 8" VCP SFWEP G LINE DATA: r 8"VCP SEW-...�,� - _. �_._ — _-- — 8" VCP !E. ER 8" VCP SEU/Ef? 8" VCP SE1^IFR :" VGE SEWER T TT l► RT 01I i r \� \ 12" W.ATEF—jt12" WATER �' .,.. 12" -- W�-A-T_E12�ATiEPce12' "-----�."------,...� ,_WAT- ER, 12" I L" WATER� \ I 12" NJATER �2" WATER 12" TEF. -- -- — ---- _ 12 WATra I -L .77=- _ APN I I 1 0-1 G 1 -05 li PAVING LEGEND I APN 1110- 1 G 1 -04 APN 1110- I G I -03 AC PAVING DETAIL B I SCALE: 1 "=20' I I REMOVAL Q�(D f5SIONq< 0 20 40 GO MELVIN W. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q�oFf5510/V CITY OF FONTANA, CALIFORNIA LO THATCHER, III y O °. PCC PAVING 3 No. m � land planning �o Fy COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MELVIN W. STREET IMPROVEMENT PLANS civil engineering � THATCHER, III * p. 12/31/15 * 01 landscape architecture No. 39 4 rn DRAWN BY: PLAN SHEET SCALE: sSHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER TAT CIVIL � ' 2 phone 909.748.7777 1� PF ASSESSOR'S PARCEL NUMBER 0236- 1 2 1-1 5 O 1 A5 SHOWN EXISTING PCC PAVINGfax 909.748.7778 F o U; p. 12/31/15 * DESIGNED BY: HEMLOCK AVE UE HILTON DRIVE DATE: of cA��F DIAL two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE DAYS BEFORE ST CIVIL ��� PF/MWT 212GI14 YOU DIG thatc er engineering 8� associates, inc. ATF o� YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND eet, suite 105, redlands, ca 92373 of CA��F- TOLL FREE 1-800-227-2600 SIDEWALK MODIFIED TO CURB ADJACENT Z�AO Z • 4 r z Z',�� CHECKED BY: AP BY: Lg. DRAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 STANDARDS IN EFFECT. Me In W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2015 M CI ENGINEER R.C.E. 51152 5 - 2 L Q - - C -- rnrliviiLkik ik— 2 j " — , — —n Y LV V li - L5 8.23' N71009'1 9"W LG 8.20' 585°41 '07"E \� \ 12" W.ATEF—jt12" WATER �' .,.. 12" -- W�-A-T_E12�ATiEPce12' "-----�."------,...� ,_WAT- ER, 12" I L" WATER� \ I 12" NJATER �2" WATER 12" TEF. -- -- — ---- _ 12 WATra I -L .77=- _ APN I I 1 0-1 G 1 -05 li PAVING LEGEND I APN 1110- 1 G 1 -04 APN 1110- I G I -03 AC PAVING DETAIL B I SCALE: 1 "=20' I I REMOVAL Q�(D f5SIONq< 0 20 40 GO MELVIN W. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q�oFf5510/V CITY OF FONTANA, CALIFORNIA LO THATCHER, III y O °. PCC PAVING 3 No. m � land planning �o Fy COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MELVIN W. STREET IMPROVEMENT PLANS civil engineering � THATCHER, III * p. 12/31/15 * 01 landscape architecture No. 39 4 rn DRAWN BY: PLAN SHEET SCALE: sSHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER TAT CIVIL � ' 2 phone 909.748.7777 1� PF ASSESSOR'S PARCEL NUMBER 0236- 1 2 1-1 5 O 1 A5 SHOWN EXISTING PCC PAVINGfax 909.748.7778 F o U; p. 12/31/15 * DESIGNED BY: HEMLOCK AVE UE HILTON DRIVE DATE: of cA��F DIAL two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE DAYS BEFORE ST CIVIL ��� PF/MWT 212GI14 YOU DIG thatc er engineering 8� associates, inc. ATF o� YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND eet, suite 105, redlands, ca 92373 of CA��F- TOLL FREE 1-800-227-2600 SIDEWALK MODIFIED TO CURB ADJACENT Z�AO Z • 4 r z Z',�� CHECKED BY: AP BY: Lg. DRAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 STANDARDS IN EFFECT. Me In W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2015 M CI ENGINEER R.C.E. 51152 5 - 2