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Home My WebLink About3514-37 T -4- C% ------ -4- L*51,190, 0. c',� cs� K- Z� Z5 - CIO 101j, -4- 4.198' 4 -Az tj A - ----- ci r� "1 1.4 WZ k -P�0/ )P OF 06. 7 C�03 2 98 .4 U. ur P/= ft i 0 V OC' P-59 71 "ARY/ F T ij 0 Vc! Al, t -4- - L r A, 6 GR I/P ------- xz#' T I aci 1 -63 U w 4 T "J: Q :U� _7 -4--+ 0� lZ EL cs 4 -- 4 - DI -71 A"'I -4 _7 �Sl w7- F-. N4 4-4- tt Jj, r, + )n L46J.182* L Q) .94T I �O -T- 0 -, - -1 Q; - * �d 4- -T- I ! 1.979 j 41 nn" .0 -7- -T- Tot CIO -4- i (Z) I?T_4 -50!--V-a--4 --C� ---- I JO -4- 59- -4- r _7 CA 'J. x-) ----- ----- -4- 7 -4 4% 1 U -Vc-, -4- - r ACi 12%,e IIL- 4 low ma -4- ------ -T- -4- PRI]FILE I 40 4- 4-- ----- rTl 4 --4 ------ T T 1 V E 10+00 11+00 12+00 13+00 14+00 PLAN 1'= 40' 15+00 16+00 17+00 18+00 19+00 10+6375 cl CB C5 W= 14' V=6.4' H=4- Hl =0. 16' G G G Ni �\, SCALE IN FEET X\ 0 40 80 120 160 STMAMP A -C- - ?Ayl NG PATMig Z"b Q3 j rd I AN, �bc-P Z�l .9 TO bE LOK. PATTZM A149 WL09, Tm- AN BILE r"11A t-T-KZ&TMlI`4T- G 14' 61 �%18) , STA MPED AZ - fAV I t4 6 RATTZP-0--" 51 61 BIG PINE DRI VE SEE TYPICAL O&IT141A 40DN" It TOVW,��";L*--M #v CA TCH BASIN TRACT NO TRACT NO SEE SH T 14 1 1 40 CROSS SECTION COLM - rA71 T EFRA TAIL (LASE B CLEG HORN COURT 51' 5' P -U -E. & SIDEWALK HEREON AVAILADLE LOCAL DEPRESSION DE P.U.E. & SIDEWALK -7 EASEMENT $T",E T Ml *AT LOST HORSE DRIVE 1'�-- 10' MOUNT ISLIP PLACE SEE SH T. 1 J 16427-3 16427-4 EASEMENT EC, GB I-Zql SEE SHT 11 5.5' 20'�l SEE SHT 12 PROP. RIW 7J. 62 TC, 7J. 12FL MEDIAN CURB 5.5' f I 4r' 5 5 5 72 44 43 BC, EVC 2J.15� 2J.5 P. U. E, & LK - 0. �', � I ` OR GUTTER SIDEWA -P.U.E. & SIDEWALK :Z' P.U.E. & SIDEWALK� P-LI.E. & SIDEWALK SM- 42 14 CONC. BAND 36 45 58 EASEMENT EASEMENT EASEMENT E S 4SEMENT 13.05TC, 72.Y5 -FL 5 5-5, 5.5 18 wl 0.0 5'1 tg,� 18' 5.5' cl:: ;a .5 cl - 57 59 5. IQJ� cl DWY r,\ 20 A, �j ll� wipe w 20, 8 [1-11 ct LO > 00 Cott vim 7-Z R N cl� �2 Lj, KPI&IIIIA %MIA L :§ r6 L�Lj 1,1,6 EC, MVC x 72.03TC, 71 L�L 44 r .5JFL c� 43 N 2 � 0ATM + -� Lo L+0 k-: � t� t 1-- 6 Ik ui In '� , 17, f I - IZ) t_: + R Q: L Lo Q. L4 N . Q) , P ? / CURB & GUTTER L6 35 Q- LO o� L CQz- ENHANCED PA VEMEN T ENHANCED PA VEMEN T -(D .4 2 zo I TP 7-- \-PROP. 8 WATER 5 IV 5 LA tK 895 1'J5" CROSS SEC TION DETAIL 5 9 7 z Lo NOT TO SCALE c`ROP. 8" WATER -1 -:�e ---- We SH r prJ( I L NOT TO SCALE 00.00 cl DOBBS PEAK LN 42 11 =12+44.08 cl LOST HORSE DR 10+ '4� c12 2 SEWER cl DWY 8 W= 16' 24" S.D. PROP. 24"S. D. \-PROP. 8" SEWER cil 7F7 CONSTRUCTION NOTES 34 Q) LO I Z< to 14 J6 < j L6 LOT B-) LO cn L 06 AC PAVEMENT (MIN.) OVER 12- COMPACTED 80 1) Fk L6 CONSTRUCT 4 -6 NATIVE MATERIAL (SEE GENERAL NOTES J 1 & J2). � Y-11 14 A I ! rl 4 +--4- 41 4 Ln cb `4 - On L (Z to ZR3 % Q� As 77 76 75 74 76-673 '26 Z5 79 78 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY SID, PLAN NO. 100J. 33 +(0 (Z Q: Z L W CZ) :z Lo Q3 QJ� -6 JELSS/0- CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. L (D " 5) 8 T., f 11 '- 1, �4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. 5) 14' 5) 5$ 1 41 LO C� 51 5 14' 61 Al RF( rllq�1401111\lrl LINE TABLE LINE BEARING LENGTH Ll N10 -09'20"W 41.04 <) % ", , , NS LOST HORSE DRIVE CO TRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 10J. 6891 LV SEE SH T. 11 THESE RECORD D�IAV�!NGS HAVE SEEN P�:,EPARW, IN �6, "W" PER PLAN. PART, ON THE � !IS!S CIF 01)11�LEID AND No.36637 FURNISHED BY )THF, -RS THE 8 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. ST9 PLAN JIJ-1 AND I I U -A I 1 %1, 01-- -1�- AV �G �G :?� RESSPONSFELE FOn A,.NY ERRORS OR OMISSIONS WHICH DE IL HEREON. Z\kp HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF 10+62.00 c/ C5 -10 BENCH MARK: BASIS OF BEARINGS: 4' V=50-9 'D OBB ii!3 PEA lk' LANE 8-17 INSTALL STREET NAME SIGN PER CITY STD. NO. lJ9. 1!� STD. NOS. 109 & IJO. ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY CB 1, W= 14' V=5.99' CALTRANS BENCHMARK =4 Hl= T ? 8 -17 A THE BASIS OF BEARINGS FOR THIS MAP HE Col C�ET BRASS CAP IN E BASE OF IS THE CL OF L YT 124JE 5 CREEK RRD CA TCH BASIN H=4 " Hi =0. 16' THE,SOUTH LEG OF AN SCE TOWER SHOWN AS NOO* E ON EeORD INSTALL STREET LIGHT, KING LUMINAIRE Kl 1BE-EAR-1 1- 100 (MOG)-HPS- 120 - CA TCH BASIN J4J NORTH OF HIG D ST OF SURVEY MAP FILED IN K14-PR-HSS-TSS-S(.E (HEIGHT=14.5� RD�A 2� LOCAL DEPRESSION DETAIL (CA SE A 6� 0. 2 Ml WE LOCAL DEPRESSION DETAIL (�2ASE A) OF SAN SEVAINE M1 WES T R.S.B. 111199-IOJ 1'�-- 10, OF SIERRA A VE. I '�-- 10, IELEVATION: 1 1428.609 1 1-1 REV. REVISION DESCRIPTION DATE ENGR. C11Y DATE (I-) D SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 11 0 PREPARED IN THE OFFICE OF PRIVATE STREET IMPROVEMENT PLANS MADOLE AND ASSOCIATES, INC. AA/V,VVVVVVV%lA&VWWM OF THE DATE OF APPROVAL SHOWN HEREON AND 10601 CHURCH STREET , STE. 107 DRAWN BY: RANCHO CUCAMONGA, CA 91730 SCALE: &=-c4v-b Dwr- - Pm ZrAcT IW7--s 4-4 M4 illl let CARRIED FORTH IN A DILIGENT MANNER, THE CITY No, 36637 PHONE (909) 948-1311 MAISC TRACT NO. 16427-3 & 16427-4 AS SHOWN DIAL 0 WORKING M E~6r->PAVEMBtrpE7Al M 11hiln ENGINEER MAY REQUIRE REVISIONS TO THE PLANS Expi 06-30-04 DESIGNED BY: N DATE: BEFORE AYS BEFORE YOU DIG E YOU DIG VW6. Fi*l"kACT l(P4Z7-g ONE I TO BRING THEM INTO CONFORMANCE WITH -V CIVI\, - EF 1-� D9BA$��OK LA AUGUST 2001 TOLL FREE Rnn-907-l?rinn RFV l:NWAldrFr) PAVF FMT IV-TAII Date : 72!�447//0)4 CHECKED BY APPROVEP,'9!V-,/- Zgl' DAIARKIP kin A PUBLIC SERVICE BY UNDERG OUND SERVICE ALERT --roaNKP COLORED C-OXG-TO 60LORW A.G.) %ovillul I 1UNO ArlU 0 1 A14L)AKL)b IN CT. R.C.E. 36637 EXP. 06-L3Q4-04 GB 3514 ZE CITY ENGINEER R.C.E. 51 1 JA126-1769\Streets\STO3.dwa. 02/18/2004 01:11:44 PIVI. DIVI CURVE TABLE CURVE DEL TA RADIUS LENGTH TANGENT Cl 94*2J'09" 25.00 41.18 26.99 C2 90,00,00" 25.00 J9.27 25.00 ci 90,00,00" 25.00 J9.27 25.00 C4 90,00,00" 25.00 J9.27 25.00 C5 1 O'J7'09 " 280.00 51.90 26.02 C6 79*22'51 " 25.00 J4.64 20.75 C7 90*25'50" 25.00 J9.46 25.19 C8 0'25'50" J20.00 2.40 1.20 C9 1J*OJ'J6" J00. 00 68.J8 J4.J4 CIO 1J'OJ'J6" J00. 00 68.J8 J4.J4 Cil IJ'OJ'J6" J20. 00 72.94 J6.6J C12 1J*OJ'J6" 280.00 6J.82 J2.05 Cli 90"00,00 " J5. 00 54.98 J5. 00 C14 100*1745" 60.00 105.0j 71.88 C15 1 O'l 745 " 105.50 18.96 9.50 90,00,00" 55.00 86.J9 55. no �G �G :?� RESSPONSFELE FOn A,.NY ERRORS OR OMISSIONS WHICH DE IL HEREON. Z\kp HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF 10+62.00 c/ C5 -10 BENCH MARK: BASIS OF BEARINGS: 4' V=50-9 'D OBB ii!3 PEA lk' LANE 8-17 INSTALL STREET NAME SIGN PER CITY STD. NO. lJ9. 1!� STD. NOS. 109 & IJO. ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY CB 1, W= 14' V=5.99' CALTRANS BENCHMARK =4 Hl= T ? 8 -17 A THE BASIS OF BEARINGS FOR THIS MAP HE Col C�ET BRASS CAP IN E BASE OF IS THE CL OF L YT 124JE 5 CREEK RRD CA TCH BASIN H=4 " Hi =0. 16' THE,SOUTH LEG OF AN SCE TOWER SHOWN AS NOO* E ON EeORD INSTALL STREET LIGHT, KING LUMINAIRE Kl 1BE-EAR-1 1- 100 (MOG)-HPS- 120 - CA TCH BASIN J4J NORTH OF HIG D ST OF SURVEY MAP FILED IN K14-PR-HSS-TSS-S(.E (HEIGHT=14.5� RD�A 2� LOCAL DEPRESSION DETAIL (CA SE A 6� 0. 2 Ml WE LOCAL DEPRESSION DETAIL (�2ASE A) OF SAN SEVAINE M1 WES T R.S.B. 111199-IOJ 1'�-- 10, OF SIERRA A VE. I '�-- 10, IELEVATION: 1 1428.609 1 1-1 REV. REVISION DESCRIPTION DATE ENGR. C11Y DATE (I-) D SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 11 0 PREPARED IN THE OFFICE OF PRIVATE STREET IMPROVEMENT PLANS MADOLE AND ASSOCIATES, INC. AA/V,VVVVVVV%lA&VWWM OF THE DATE OF APPROVAL SHOWN HEREON AND 10601 CHURCH STREET , STE. 107 DRAWN BY: RANCHO CUCAMONGA, CA 91730 SCALE: &=-c4v-b Dwr- - Pm ZrAcT IW7--s 4-4 M4 illl let CARRIED FORTH IN A DILIGENT MANNER, THE CITY No, 36637 PHONE (909) 948-1311 MAISC TRACT NO. 16427-3 & 16427-4 AS SHOWN DIAL 0 WORKING M E~6r->PAVEMBtrpE7Al M 11hiln ENGINEER MAY REQUIRE REVISIONS TO THE PLANS Expi 06-30-04 DESIGNED BY: N DATE: BEFORE AYS BEFORE YOU DIG E YOU DIG VW6. Fi*l"kACT l(P4Z7-g ONE I TO BRING THEM INTO CONFORMANCE WITH -V CIVI\, - EF 1-� D9BA$��OK LA AUGUST 2001 TOLL FREE Rnn-907-l?rinn RFV l:NWAldrFr) PAVF FMT IV-TAII Date : 72!�447//0)4 CHECKED BY APPROVEP,'9!V-,/- Zgl' DAIARKIP kin A PUBLIC SERVICE BY UNDERG OUND SERVICE ALERT --roaNKP COLORED C-OXG-TO 60LORW A.G.) %ovillul I 1UNO ArlU 0 1 A14L)AKL)b IN CT. R.C.E. 36637 EXP. 06-L3Q4-04 GB 3514 ZE CITY ENGINEER R.C.E. 51 1 JA126-1769\Streets\STO3.dwa. 02/18/2004 01:11:44 PIVI. DIVI