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Home My WebLink About5089-2139 138 137 .- r I I T I - r I MANGO AVENUE -- W'LY E'LY R/W C/L R/W 12 20' 20' 12' 2 I'- cn cY ~ X W = J J U O U O O O CD + HOLGUIN COURT 2 1 i+20.36 C/L MH # i NB9 '59'37"W 5.0 1 INSTALL 1.00 L.F. OF 8" EXTRA STRENGTH VCP — — — — — f 5� 3 LD (83.02) RIM (76.00) INV i +20.36 C/L EXIST. MH I II I I I 5' 12' . 20' 20' 12' MANGO AVENUE ME 1391 1385 137. 10 �J a �4S'l O O CD t\ EXIST. B" VCP SEWER EXIST. FS OVER SEWER • ---- ----- -- - -- ------ -- -lliiii ---i- -iii--- -iii iiiii iii-- —iii ii= l ii iii ilii!--:.,o■� ii- -iii illi—1 illilli ii lull lilt ills .,.iii Ali iii!-- —ll—llilll ll/l/ll lllli iii ilii �E^' - ��-- ii iii l- -iii Illi-- iiiiiii • -----iii iii! a—1 li l — i it l - -iii- -lil !ilii iiiiiii °� iiiiii i i 1111 lllli l i ill l- -lii iiiii iiiiiii . —111111 i illi hill i i i li i- -iii illi! 1111111 . 11111 l i ilii i i iii i i ii —lii iiiii= iiiiiii !ilii! i illi ll i ll li ill !- -iii iiill� ill/ll ■ !ill/l iill�---a— lull llill�l- -iii iiiii iiiiii � ■ i!�".-i �r��lll iiiii it 1i 111 !- -iii !!illi i�lllll • �-1111 i illll/ li Iii i� - -iii iiiiii iiiiiii ■ iiillli i iiiii i i i illi — iiiiiii lllliillli iliiii l i ill l— iiiiiii • i illllllli i iliii i i ill l— iiiiiii — illlll 1111 iillii i i ill l — lll illllll ilii l i ilii illiii l i i — — — — ii iiiiill ■ it i !!ilii/Ili illlll li iii i - - - li 1111111 i i i llllllllll illlll li iii l— i iiiiiii • ii i illiiiilll illlli ii iii l— i iiiii/i •• ll i lilt Milli ilii!! l i iii i — i /1111/l l ill i iiliiill ii iiilii ii ill l — i iiiiiii 111 l lll�i illlllll li ilii li ill i— i iiiiiii 111 l l ll i iii!/lllii iii! li ill i— 1 lilt iii illi lull i ill/l/iii illi li iii l— lllllll iilll l l Ili iliilliili illi li i l i - i- -ili ilii) ilii it 1111—ill i i illlliiii ilii li i li i —iii lull Ili ll 1111111 i i iiilll/iii ilii ii ill —iii iilii iii ll 111111 l l l iiilllllli ilii ii ill —iii 111111 1111 li lilt lllili iillllllii illlll —Ill iiilll ills it i l i i ii/i i i i Viii Ili iliii l —Ill llliil /l ii i ii iiiiiill i lllliilll i l/l —Ili l ii ilii ll llil l iiiii iilllll ----- --- --------------------- ---- ------ -- ---- ----------- -- -- ---- - - ------ -- - ---- - ------ --- -- ---- - ------ -- -- -Ill i . ■ ■ iallll •. ii i— lli i i ill/l i i l- -iiii l - iiilil li i- -lli illll ll illi i i i lllii i i lei —Ili iilii ii it i l l i iiliil l l !- -iii iiiii li iilll i illi!! ll !- -iii i�iiili 1111—1 i iiiiii l i l - -iii illi l/ llllllll■ l ll i illllll l li !- -iii ilii ll l/l/l Ill■ i l i i ilii!!! li l- -lli Illi li illllili° i li i iiiiiil ii ii l - -iii ilii li llilllll�i Ili i iiiiiiil= li l- -iii ilii ll iliiliii i 111 li iiiiiill ll l - -ii ll 1111/ill i !!ilii hili/ll—C li l- -ii ll ll 111111 i ll l l li i l l l l l it l i i— ll • li lil i lilt i i —■ —ii I l l i i i i l l l/ i l l i i i- -ii 1 li ii/11111 i i lilt i ii ilii ilii l i l- 1 ■° l illi/i�i�i ii 11111 111 iiiiii ii� ll� l - -_—_---------------------_-------_ -- -- .. i illlllll i illlllll li illii i ill l i i- 1 llilll/i iillllllli iiillillii ill i — � llllllli l lillliiii illi ll Illi i l i i — ii illlii i iiliill ii ill ii i l Iii iii i - iiiiliii- lilill �i iiilllllli ilii! ll Ili it i i — 11 12 Ln 0i 3"G 1 I 1 - - ''i-]2 - - - - �. s W = s..w 6Ln cu m to z 13 14 15 17 ELAINE COURT 30' 30' 12' 18' 5' w w a o a 8 a z z G Q G Z O I H o- -� ¢ m 20 °° 5 1 ¢ m o-- -\ LIJ ZG m 3 Z m v G 3 G G \ 1 13 — — — s..W M o B..W A N � M� ,. X H Lu p N X O o W `�° �O v to /; r 3 ? L) N CD rn , + m w 3"G- r I Nal 3..G m 3 G- -3"G-- 15 3 G-15 16 C 17 18 NO °00 "23"E� f 111-11' AVENUE 8"W = -8"W 8"W {Zi Q Li I Lo In o r� - - - ° _ iLL9 - ' - W aom Co rn O 6'�\ Lo 2 1 I m rn CID 2 9�co �Fco 9GFtiG,9�'. F 1395 1385 1375 PROFILE SCALESI HORIZ. 1"=40' VER 1"=4' CONSTRUCTION NOTES a— CONST. 8" EXTRA STRENGTH V.C.P. SEWER LINE O CONST. STANDARD CAST -IN PLACE 48" MANHOLE PER CITY STD NO. 2001 TRENCH AND RE -SURFACE 3.5' STRIP ON MANGO AVENUE 9 Ess/ON PER CITY OF FONTANA STD NO. 1008 SH D00 q�F No. 36361 m GRAPHIC SCALE 1"=40' Exp. 06-�0-1$ ,f rte= GRAPHIC SCALE 1"=40' * MEM 40 0 40 80 120ClV140 0 40 SO 12� Q CIVIL OFCAUFpDR # 11-006 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA 4S a D .ENGINEERING AND ASSOCIATES QROFESSIpN9 DMD BENCH MARK: COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SEWER �9SH Dpl��2 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CITY OF FONTANA BENCHMARK T PLANS LAND PLANNING AND CIVIL ENGINEERING y 9y f)IT THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS NO. 263 FOUND CHISLED "X ' IN DRAWN BY: SCALE: 242 E. AIRPORT DRIVE, STE. 212 - SAN BERNARDINO, CA 92408 w NO, 36361 rf, TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND RETURN WEST NAATOINTEORSECEIONST COR6 EB TRACT 17634 1"=40' PHONE (909) 884-7090 EMAIL: suresh@sdengineering.net EXP. 6-30-14 A JUNIPER AVENUE AND MILLER DIAL TWO WORKING STANDARDS IN EFFECT. AVENUE . DESIGNED BY: M A N G AVENUE GATE: BEFORE DAYS BEFORE EB ST CIVIL �� YOU DIG YOU DIG nLOI4 9T OF COF TOLL FREE 1-800-227-2600 ELEVATION: 1362.44 St%'Y �11 f AME CHECKED BY: DRAWING N0: 2 A PUBLIC SERVICE BY SURESH DODDIAH R.C.E. 36361 DATE UNDERGROUND SERVICE ALERT Q A5 CQf3U1Lt/ REGORO DRAWIAIb/2�/i�r `,9 SO 5089 CIR.C.E. ENGINEER R.0 51152 GATE: 3 Lu — Cu Z N �k W CD LU I CD � UrLu Z H — m Q J Z CD W — > J J Q W Lu Z �u � Q CD LD - cu EXIST. FS OVER SEWER • ---- ----- -- - -- ------ -- -lliiii ---i- -iii--- -iii iiiii iii-- —iii ii= l ii iii ilii!--:.,o■� ii- -iii illi—1 illilli ii lull lilt ills .,.iii Ali iii!-- —ll—llilll ll/l/ll lllli iii ilii �E^' - ��-- ii iii l- -iii Illi-- iiiiiii • -----iii iii! a—1 li l — i it l - -iii- -lil !ilii iiiiiii °� iiiiii i i 1111 lllli l i ill l- -lii iiiii iiiiiii . —111111 i illi hill i i i li i- -iii illi! 1111111 . 11111 l i ilii i i iii i i ii —lii iiiii= iiiiiii !ilii! i illi ll i ll li ill !- -iii iiill� ill/ll ■ !ill/l iill�---a— lull llill�l- -iii iiiii iiiiii � ■ i!�".-i �r��lll iiiii it 1i 111 !- -iii !!illi i�lllll • �-1111 i illll/ li Iii i� - -iii iiiiii iiiiiii ■ iiillli i iiiii i i i illi — iiiiiii lllliillli iliiii l i ill l— iiiiiii • i illllllli i iliii i i ill l— iiiiiii — illlll 1111 iillii i i ill l — lll illllll ilii l i ilii illiii l i i — — — — ii iiiiill ■ it i !!ilii/Ili illlll li iii i - - - li 1111111 i i i llllllllll illlll li iii l— i iiiiiii • ii i illiiiilll illlli ii iii l— i iiiii/i •• ll i lilt Milli ilii!! l i iii i — i /1111/l l ill i iiliiill ii iiilii ii ill l — i iiiiiii 111 l lll�i illlllll li ilii li ill i— i iiiiiii 111 l l ll i iii!/lllii iii! li ill i— 1 lilt iii illi lull i ill/l/iii illi li iii l— lllllll iilll l l Ili iliilliili illi li i l i - i- -ili ilii) ilii it 1111—ill i i illlliiii ilii li i li i —iii lull Ili ll 1111111 i i iiilll/iii ilii ii ill —iii iilii iii ll 111111 l l l iiilllllli ilii ii ill —iii 111111 1111 li lilt lllili iillllllii illlll —Ill iiilll ills it i l i i ii/i i i i Viii Ili iliii l —Ill llliil /l ii i ii iiiiiill i lllliilll i l/l —Ili l ii ilii ll llil l iiiii iilllll ----- --- --------------------- ---- ------ -- ---- ----------- -- -- ---- - - ------ -- - ---- - ------ --- -- ---- - ------ -- -- -Ill i . ■ ■ iallll •. ii i— lli i i ill/l i i l- -iiii l - iiilil li i- -lli illll ll illi i i i lllii i i lei —Ili iilii ii it i l l i iiliil l l !- -iii iiiii li iilll i illi!! ll !- -iii i�iiili 1111—1 i iiiiii l i l - -iii illi l/ llllllll■ l ll i illllll l li !- -iii ilii ll l/l/l Ill■ i l i i ilii!!! li l- -lli Illi li illllili° i li i iiiiiil ii ii l - -iii ilii li llilllll�i Ili i iiiiiiil= li l- -iii ilii ll iliiliii i 111 li iiiiiill ll l - -ii ll 1111/ill i !!ilii hili/ll—C li l- -ii ll ll 111111 i ll l l li i l l l l l it l i i— ll • li lil i lilt i i —■ —ii I l l i i i i l l l/ i l l i i i- -ii 1 li ii/11111 i i lilt i ii ilii ilii l i l- 1 ■° l illi/i�i�i ii 11111 111 iiiiii ii� ll� l - -_—_---------------------_-------_ -- -- .. i illlllll i illlllll li illii i ill l i i- 1 llilll/i iillllllli iiillillii ill i — � llllllli l lillliiii illi ll Illi i l i i — ii illlii i iiliill ii ill ii i l Iii iii i - iiiiliii- lilill �i iiilllllli ilii! ll Ili it i i — 11 12 Ln 0i 3"G 1 I 1 - - ''i-]2 - - - - �. s W = s..w 6Ln cu m to z 13 14 15 17 ELAINE COURT 30' 30' 12' 18' 5' w w a o a 8 a z z G Q G Z O I H o- -� ¢ m 20 °° 5 1 ¢ m o-- -\ LIJ ZG m 3 Z m v G 3 G G \ 1 13 — — — s..W M o B..W A N � M� ,. X H Lu p N X O o W `�° �O v to /; r 3 ? L) N CD rn , + m w 3"G- r I Nal 3..G m 3 G- -3"G-- 15 3 G-15 16 C 17 18 NO °00 "23"E� f 111-11' AVENUE 8"W = -8"W 8"W {Zi Q Li I Lo In o r� - - - ° _ iLL9 - ' - W aom Co rn O 6'�\ Lo 2 1 I m rn CID 2 9�co �Fco 9GFtiG,9�'. F 1395 1385 1375 PROFILE SCALESI HORIZ. 1"=40' VER 1"=4' CONSTRUCTION NOTES a— CONST. 8" EXTRA STRENGTH V.C.P. SEWER LINE O CONST. STANDARD CAST -IN PLACE 48" MANHOLE PER CITY STD NO. 2001 TRENCH AND RE -SURFACE 3.5' STRIP ON MANGO AVENUE 9 Ess/ON PER CITY OF FONTANA STD NO. 1008 SH D00 q�F No. 36361 m GRAPHIC SCALE 1"=40' Exp. 06-�0-1$ ,f rte= GRAPHIC SCALE 1"=40' * MEM 40 0 40 80 120ClV140 0 40 SO 12� Q CIVIL OFCAUFpDR # 11-006 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA 4S a D .ENGINEERING AND ASSOCIATES QROFESSIpN9 DMD BENCH MARK: COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SEWER �9SH Dpl��2 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CITY OF FONTANA BENCHMARK T PLANS LAND PLANNING AND CIVIL ENGINEERING y 9y f)IT THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS NO. 263 FOUND CHISLED "X ' IN DRAWN BY: SCALE: 242 E. AIRPORT DRIVE, STE. 212 - SAN BERNARDINO, CA 92408 w NO, 36361 rf, TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND RETURN WEST NAATOINTEORSECEIONST COR6 EB TRACT 17634 1"=40' PHONE (909) 884-7090 EMAIL: suresh@sdengineering.net EXP. 6-30-14 A JUNIPER AVENUE AND MILLER DIAL TWO WORKING STANDARDS IN EFFECT. AVENUE . DESIGNED BY: M A N G AVENUE GATE: BEFORE DAYS BEFORE EB ST CIVIL �� YOU DIG YOU DIG nLOI4 9T OF COF TOLL FREE 1-800-227-2600 ELEVATION: 1362.44 St%'Y �11 f AME CHECKED BY: DRAWING N0: 2 A PUBLIC SERVICE BY SURESH DODDIAH R.C.E. 36361 DATE UNDERGROUND SERVICE ALERT Q A5 CQf3U1Lt/ REGORO DRAWIAIb/2�/i�r `,9 SO 5089 CIR.C.E. ENGINEER R.0 51152 GATE: 3