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HomeMy WebLinkAbout3334-2EXIST. N'LY R/W EXIST. N'LY EXIST. N'LY R/W 72' TOP OF SLOPE 12' 38, 6' 2 0.12 S/W 2=0 ---- 22 rL_v' ' 9, ( STA 23-66.47 TO STA 34- 13.77 1 EXISTING R/W VARIES (118' OR 144')* �k 7 2' PR/P, 46' -� $4, 36' 10' 1 j ° -0.12 S/W JEL 1.88 0 0 SANTA ANA AVENUE �9> NOT TO SCALE 3 STA 23+66.47 - 29+69.26** *(R/W = 144') STA 29+69.26 - 34+13.77, STA 48+27.52 - 48+77.52** *(R/W = 118') TI = 9 ** SEE RIGHT FOR SECTION PORTION WITH LOCATION OF SWALE. 74' VARIES 1 IMPROVEMENTSEXISTING ♦ ♦ ♦ ♦ 1 VARIES EXIST. S'LY R/W EXIST. S'LY R/W 46' 36' 10`. v 2 (6' 0.5' -0.12 L 1.88% - } S/W 2.0% y+ � 3 OLD E O_ CITY OF COUNTY OF N M W'LY FONTANA SAN BERNARDINO E'LY `n EXIST. R/W 68' R/W o S'LY NEW ado VARIES 144'-- 162'4c R/W 12' 22' 14' 5' 15' 92. 3IG PROP. S'LY R/W 6' SHLDR N 4 s'-'"•1--�- ter-- o. 5'P/W N 10 1 1 10 46' -�^��2 1 6' TEMP. EARTH CHANNEL 5' EOP VARIES 2'- 41': VARIES 36� - 39' 7' - 10' 0 2.0% 2_Oq rVAR -DIRT SHOULDER DAYLIGHT 2: 1 0 0.12 0: EXISTING IMPROVEMENTS - 12' 6 0.5I_ N 2. 0% (1.0%) 1 1.74%= 1,88 % 0.22' ° S/W i i� p LVARIES 18 - 22 TO EXISTING __---------------- 2.0 /o ,y LMEANDERING(�)rSIDEWALK a0 1 4- •TAMARIND AVENUE EXISTING GRADED SHOULDER 2 3 9f Cv 22�P� PER TRACT 16074 ROUGH �rJ�- STA 25+22.95 - 36+13.06 W C GRADING PLANS EwSC/�F NOT TO SCALE _ SANTA ANA AVENUE LD Q �' c'f�, 1 ONLY:Li STA 10+96.70 - 19+54,38 Lu 060.63494 U- STA 20+47.20 - 23+66.47 �• 21- -. -C.=:: � N 07 TO SCALE Exp. Sept. 30, 2006 - MATTHEW C. HICKS RCE NO. 6 494 EXP. 9-30-06 (EXIST. R/W 144'- 162' STA 10+96.70 -16+96.60) J'! CIVIL �\Q RBF CONSULTING 1c (PROP. R/W 92' STA 16+96.80 -19+54,38) OF CAU��� TI o' �. DATE w PLANNING ® DESIGN ® CONSTRUCTION �'�� ®®� ' CALIFORNIA BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED ��, C■®Of EL = 1077.40 THE BEARINGS HEREON ARE IMPROVEMENTS NOT CO QROFEssloN9 / BASED ON THE CENTERLINE COMMENCE WITHIN TWO o l �� � STREET IMPROVEMENT PLANS FOR � OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN ,\4���A. jyl� Fc 27555 YNEZ ROAD, SUITE 400 TRACT 16074 -OFFSITE -PHASE 2 CHISELED BOX IN AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH INA PER PARCEL MAP N0. TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: TYPICAL SECTIONS LEGEND, SCALE: AS SHOWN 00 00 EASTERLY TOP CURB, DILIGENT MANNER , THE CITY ENGINEER N0.43090 '� CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com RJB RLS E L o 12195, P.M.B.158/28-40; Ex JOB NUMBER ,? TAMARIND AVE.; 60' p. 3/31/04 �' SOUTH OF TAMARIND CT., FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO s PREPARED DER THE ERVISION OF: DESIGNED BY• UA S A S DETAILS 500' SOUTH OF SLOVER MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH �� �jwr i� ��~ 15-100187 BEEN ROTATED CLOCKWISE lF OF CA�IE� � MCH/RJB AP ROVED B DRAWING N0. Q 0'00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: Z CHECKED BY: 2 0 89'04'00" EAST. MICHAEL TYLMAN RCE NO. 43090 EXP. 3-31-04 MATS CITY ENGINEER R.C. .51152 Z DATE: 8 / EXIST. EXIST. S'LY N'LY R/W R/W TC I L 34' 5.5' 6' SW VARIES 0.5' TEMP. EARTH CHANNEL TOP OF SLOPE 15' 2.0%- 7.5' 7.5' 3 1% 1% 23 ** SANTA ANA AVENUE NTS STA 28+31.00 - 34+13.77 ** CONSTRUCTION NO, ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY 118' O 72' 259, 834 S.F. 2O CHANNEL q VARIES 43' - 56' O _ io TEMP. EARTH CHANNEL 5. EDP VARIES 2'- 34' PER TRACT 16074 ROUGH GRADING I 1' -DIRT SHOULDER O GUARDRAIL S.F. ? TO BE RELOCATED BY OTHERS ~ `EXISTING 9-f- 15' '` GRADED SHOULDER PER TRACT 16074 ROUGH 7.5' 7.5' �Q�' REMOVE EXISTING GRADING PLANS �- 9 CONSTRUCT LAP JOINT PER DETAIL SHOWN HEREON 3,029 S.F. - - -� SAWCUT & REMOVE EXISTING AC/PCC PAVEMENT (PER TYPICAL SECTION) SANTA ANA AVENUE S.F. 11 INSTALL GAURDRAIL PER CALTRANS STANDARD A77A STA 34+13.77 - 48+27.52 L.F. 14 ADJUST M.H. COVER TO GRADE PER CITY OF FONTANA STD. 109 NOT TO SCALE EA. 15 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. 130 TI = 9 74' VARIES 1 IMPROVEMENTSEXISTING ♦ ♦ ♦ ♦ 1 VARIES EXIST. S'LY R/W EXIST. S'LY R/W 46' 36' 10`. v 2 (6' 0.5' -0.12 L 1.88% - } S/W 2.0% y+ � 3 OLD E O_ CITY OF COUNTY OF N M W'LY FONTANA SAN BERNARDINO E'LY `n EXIST. R/W 68' R/W o S'LY NEW ado VARIES 144'-- 162'4c R/W 12' 22' 14' 5' 15' 92. 3IG PROP. S'LY R/W 6' SHLDR N 4 s'-'"•1--�- ter-- o. 5'P/W N 10 1 1 10 46' -�^��2 1 6' TEMP. EARTH CHANNEL 5' EOP VARIES 2'- 41': VARIES 36� - 39' 7' - 10' 0 2.0% 2_Oq rVAR -DIRT SHOULDER DAYLIGHT 2: 1 0 0.12 0: EXISTING IMPROVEMENTS - 12' 6 0.5I_ N 2. 0% (1.0%) 1 1.74%= 1,88 % 0.22' ° S/W i i� p LVARIES 18 - 22 TO EXISTING __---------------- 2.0 /o ,y LMEANDERING(�)rSIDEWALK a0 1 4- •TAMARIND AVENUE EXISTING GRADED SHOULDER 2 3 9f Cv 22�P� PER TRACT 16074 ROUGH �rJ�- STA 25+22.95 - 36+13.06 W C GRADING PLANS EwSC/�F NOT TO SCALE _ SANTA ANA AVENUE LD Q �' c'f�, 1 ONLY:Li STA 10+96.70 - 19+54,38 Lu 060.63494 U- STA 20+47.20 - 23+66.47 �• 21- -. -C.=:: � N 07 TO SCALE Exp. Sept. 30, 2006 - MATTHEW C. HICKS RCE NO. 6 494 EXP. 9-30-06 (EXIST. R/W 144'- 162' STA 10+96.70 -16+96.60) J'! CIVIL �\Q RBF CONSULTING 1c (PROP. R/W 92' STA 16+96.80 -19+54,38) OF CAU��� TI o' �. DATE w PLANNING ® DESIGN ® CONSTRUCTION �'�� ®®� ' CALIFORNIA BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED ��, C■®Of EL = 1077.40 THE BEARINGS HEREON ARE IMPROVEMENTS NOT CO QROFEssloN9 / BASED ON THE CENTERLINE COMMENCE WITHIN TWO o l �� � STREET IMPROVEMENT PLANS FOR � OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN ,\4���A. jyl� Fc 27555 YNEZ ROAD, SUITE 400 TRACT 16074 -OFFSITE -PHASE 2 CHISELED BOX IN AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH INA PER PARCEL MAP N0. TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: TYPICAL SECTIONS LEGEND, SCALE: AS SHOWN 00 00 EASTERLY TOP CURB, DILIGENT MANNER , THE CITY ENGINEER N0.43090 '� CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com RJB RLS E L o 12195, P.M.B.158/28-40; Ex JOB NUMBER ,? TAMARIND AVE.; 60' p. 3/31/04 �' SOUTH OF TAMARIND CT., FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO s PREPARED DER THE ERVISION OF: DESIGNED BY• UA S A S DETAILS 500' SOUTH OF SLOVER MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH �� �jwr i� ��~ 15-100187 BEEN ROTATED CLOCKWISE lF OF CA�IE� � MCH/RJB AP ROVED B DRAWING N0. Q 0'00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: Z CHECKED BY: 2 0 89'04'00" EAST. MICHAEL TYLMAN RCE NO. 43090 EXP. 3-31-04 MATS CITY ENGINEER R.C. .51152 Z DATE: 8 / EXIST. EXIST. S'LY N'LY R/W R/W TC I L 34' 5.5' 6' SW VARIES 0.5' TEMP. EARTH CHANNEL TOP OF SLOPE 15' 2.0%- 7.5' 7.5' 3 1% 1% 23 ** SANTA ANA AVENUE NTS STA 28+31.00 - 34+13.77 ** CONSTRUCTION NO, ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT O CONSTRUCT 6.5" MIN. A. C. OVER 95% COMPACTED NATIVE SOIL (A. C. 10, 13 4 TONS) PER SOILS REPORT 259, 834 S.F. 2O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 11,080 L.F. O CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 67, 70 3 S.F. ® CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 7 EA. O CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 1,278 S.F. © TO BE RELOCATED BY OTHERS O PROTECT IN PLACE 8 REMOVE EXISTING 9 CONSTRUCT LAP JOINT PER DETAIL SHOWN HEREON 3,029 S.F. 10 SAWCUT & REMOVE EXISTING AC/PCC PAVEMENT (PER TYPICAL SECTION) 99,968 S.F. 11 INSTALL GAURDRAIL PER CALTRANS STANDARD A77A 2,277 L.F. 14 ADJUST M.H. COVER TO GRADE PER CITY OF FONTANA STD. 109 1 EA. 15 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. 130 1 EA. 18 ADJUST MAILBOX TO BACK OF PROPOSED EDGE OF PAVEMENT OR BACK OF SWALE 7 EA. 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (t.17') 46,490 S.F. 23 CONSTRUCT 4' CONCRETE DRAINAGE SWALE PER DETAIL ON SHEET 7 800 L.F. 24 REMOVE STORM DRAIN RISER & CONSTRUCT- DOUBLE BRICK a MORTAR BULKHEAD 2 EA. EXIST. N'LY R/W PROP. N'LY R/W TI = 9 COUNTY OF SAN BET44AMINO Q O 1 REV. REVISION DESCRIPTION DEPARTMENT OF PUBLIC WORKS REV, SANTA ANA AVE. STREET DESIGN APPROVED BY 0 SUBMITTED BY C.D.E. DIAL RECOMMEN D APPROVED BY ' 1 TWO WORKING U' ASS'T. DIRECTOR OF TRANS. DATE BEFORE DAYS BEFORE YOU SIG YOU DIG -ZIA^� D 3 TOLL FREE 1-800-227-2600 LAN DE LOPM T ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE