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Home My WebLink About4812-18SIERRA AVENUE VNES 26 - A0 C SIERRA AVENUE - 126. C SMUMM CM QfiM 41 26 9 L .4 CUFS FERM VAIMS 40111110 RAW ma + + -13 W SECTION B SU OF 01111411 FUXUME-WOM ------ am 10 swm 20 7. FLAN UK5 B 1129. 25 FS A mm wam Ir To id 7+57 03 1126.41 L 1`1129.17 FL 3 FL/GB 1129.51 FS-,, 1129. 34 FS A -J 7+70.03 7+83.18 7+43_09 ECR SEE SHEET 9 FOR ve Aw - 7 .05 R 1129.26 FE 130.2377 0 il EIGINOW J00MM .- " 0 STREET IMPROVEMENTS aw FL GB 1129 56\ PLAN 2 6 A FL 5 7+96.55 X 1128. (1130.28 TC) SEE --- EX. TREE -7 iiti(1129.61 FL) PROTECT IN Jbel be _., CNI CNI 3 ... . .... 2. 1Z PLACE SECTION A -A . ..... 0 8 00 (1127.43 FL/ NOTES: A NX& 9 7 7 .,EX. PULLBOX 1. Ir am wm is USED FOR WCK smam. JOIN EX. L )r ! '! LONGITUDINAL N EX. LONGITUDINAL 4 " r t ! to 11 .73 N` -EX. R/W GUTTER GUTTER - PROTECT Mcnew (KSM IS KWKD 0 RANY 2- rcm No savim w 2 27 61 MAX 4 EX. ESMTN%.. IN PLACE SEE SW 2 F0111I SEMIM !G 29.\59 1130.09 TC (1130.59 BW.) 1129.80 1 .4 F BCR 1.30-41 FS j! -30 80 1 .. 0 �i 00 TC 1130.69 TIC CITY OF FWANA ^12 CF 1 9. 11130.19 -FL S 130.8 FG)/ 041 3 CM OF FOtffMA CR BY: CROSS GMER -130.94 21: 1130.73 Ift 5T= cayEmsom Ln DISCHARGE STRUCTURE DETAIL t4o A Eta 6 mmm SAMMVAL {STD.) *SEE BELOW 18 CIT c E-MiEER DATE EX. BACKFLOW rry CROSS GUTTER W 19 -..-.--.-.-EX..----GU-T-TER---.-RFI 0 SCALE: 1"= 10' TOP OF NEW JECAN" 'Aw PREVENTER MAX SEE SHEET pm.) Tsw2 of 2 11130.65 ------- EW. 2W 611EVISMNUMBM 403 6" CURB arsPROTECT IN it F" EWW BY-- -92 1 1.72 EX. LONG ITUDINAL PLACE 0 \.kO) 12 F 9mFtmmm 403 1=1 aF2 t !\1 130.80 (1127.43 GUTTER 4 PCC -.,i! FROM 3.1 �i TRANS FS JOIN EX. 12"CF TO 1,30--;r 9`t TC' 4 LONGITUDINAL 131.45 TC) 1131. 25 TC 0.41 FL 6#'CF�� 1127.08 GUTTER 5 FS' lcl:� i 0.5% (1130.94 FL) 10 1130.7 i 621 6 ------- FS 1126.15 ro. 0% 6" CF 14 moo so ps FL JOIN EX. WNW- go !i. NEW 6 NEW 6 11171111 zv. tL 11131.29 TC CURB CURB ft 26 1130.79 FL 4' LONG ITUDINAL GUTTER 1126.41 1/4' ANGLE PT. 1/4- CD 00 a CURB FL FACE -(TYP.) z DRIVEWAY JOINTS -1/4 10 < SECTION A -A 76 -EX. CURB SECTM 8" CAM FACE U I': sloes" (S) U) 14 :Ij Ile. NTS oRnrEwAY-Z Ej .1; N pp.) EX. CURB Z TS < PMWAY (P) Rw 3 4 4 D :�, Q 2' 2' CURB MID GUM < EX. FDC' S 8" CURB GMER go CURB WEAKENED PUWE 0=4 C.T. COK. MM L.F. J 0.032 C.Y. CONC PER LF. Bn P.C.0 DRaVAY i0mm EXPANSION U) 1-1/2 Lj 11 1.44 TC JOWS-1/4'(TV.) PCC 3 CM AND GUTTER K Of w 3,500 PSI MIN . < PARKWAY i1i 1130.94 FS 0 LEGENDCIO 2.0% R x (W)=VADTH OF DRIVEWAY Ld V) S, 61 'A q T -w- 1. 4:12 1 6. - SATM (P) --PARKWAY MEA U) FOUR EQUALLY IAI 4 4:12 16 EX. PARKING LLI RADIUS--*P'+C= SPACED #4 BARS FS 0 6 (S)=SI13EWALX 0 FOR CONTACT IL k < ; ! R 1/2 R 1/2 JOINTS (18" LONG) •4& X 6" CURB & GUTTER 6* CURB a" CIV cam mm IV- am C.T. Cm P0 LF NOTES: I- MATK MrAMN REQUIRBIENT FOR 70P 120 OF SUSQUIX IS 98X. WHEN CLASS U UM 5 USED ILMER dunm SIKEI PNOW, M05 N WE SWU AM BE RACED UNDER CURB AND 2. W FMG MU K RACED w 1K IE OW COMFWM JIM AFM WC1 MM AN�goAEp ORKM APPRWH bl"ONS LkW USE & UKUY M A EMU -DAY MELT OR DUPLEX12 FT. 10- 24 FF. MAX_ MUMM GARAGE LLCM im xm 12 rL VM K8 MG11 FAWLY OWDIM 7110-M TM ACCESS MR 35 FT. COMMERSffMO= M-W UM MMS FOR 40 FT. DARISTMAL Sam 1 1 IT mum ammm ar w CRT amam CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 3. Al FQ%MVM SW BE MFEM MW APMW RM TO PLAMM r SMEWAX 4 OF COMMEM. 1006, WIDTH PER PLAN . 4. ft COMMOOR SMI WE WO-C-JMM = CME LO&W GSE APPF0M W P.0C. DRNMY Rwp 5�-c- O5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN SWU MW EMMM AM V01100 KW .10ft FM CM SVMM SECTION A -ANO. 403, W=8 CROSS -SECTION MODIFIED PER PLAN p„w10 VARIABLE HEIGHT CURB DETAIL# -3, CASE 11101EM&N AM FNSHM OPE AM CatqMM. IM Cam== SHAL RADEa%= NOTES: 14 CONSTRUCT ACCESS RAMP PER SPPWC STD. NO. 111 N.T.S. rm" mm PRY am= mumm D, TYPE 2 I- DRNMY WIDTH SHALL PROVIDE FOR ADEQUATE TRUCK TURNING MOVEMENT. 7. INE CWP -400R PIALL PNMCT THE COM RETE W= FROM ALL IRA AND C oususicum 2. NO PORTION OF A DRIVEVAY SHALL EXTEND IN FRONT Of AN ADJOHNG, LOT, 10 SAWCUT ASPHALT PAVEMENT FOR LW %M WS URLM OMW AVW&D 8r 7w CRY ummmmk 1131. 73 TC .1w1wo 3. PROVIDE BROOM FMH ON RAMP AND SIDEWALK. 14 JOIN EXISTING IMPROVEMENTS mmw am 3 ft CUM Wmgms SOL 1w PwAft wMaRD mm 1 1;�31. 23 FS A WACM FUME JOW. 19 CONSTRUCT LONGITUDINAL GUTTER WITH 6"CURB ON EITHER 4. D&ECMTELY AFTER FINISHING OPERATIONS ARE COMPLE7E. CURING COMPOUND 6 CF SHALL 13E APPLIED. NM 70 5CW TRANS. FROM SIDE PER DETAIL HEREON D crryoF mRmA Nay TO SCALE20 CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF PROVED BY: CITY OF FONTANA 6 C TO 3 C FONTANA STD. PLAN 3000, 450 ANGLE, 8"CURB FACE AT SA (1131.49 TC) OPENING, WIDTH PER PLAN DATE A.B. OVER 12" RICA111110 5#JHWVAL CURB AND GUTTER RESIDENTIAL I COMMERCIAL 1(1;131 . 26 FS) wxp. two * $I: @ INSTALL 6" CONCRETE PAVEMENT OVER 6 RE BY: CITY bW&ER DATE INDUSTRIAL DRIVEWAY 3 CF MINIMUM OF 95% COMPACTED SUBGRADE VMWED I CIRL RICARDOSANDOVAL JOIN EX. EXP.913WO? WITH PARKWAY SIDEWALKS DATE OF LA87 REWNW: CONSTRUCT ACCESS RAMP PER SPPWC STD. NO. 111-3, CASE m low I= I REVIEWED BY: 0�11. 1 0.4 D, TYPE 2, WITH MODIFIED VARIABLE HEIGHT CURB AS SHOWN Of EA DATE OF LAST REVISION: SM. PLAN No. 10 sHTOF 2 HEREON (27 CONSTRUCT VARIABLE HEIGHT CURB PER DETAIL HEREON ACCESS ROAD DETAIL ENGINEER: OWNER: SCALE: 1" = 10' PLANNING 0 DESIGN 0 CONSTRUCTION SEE SHEET 9 114. Kaiser Permanente 14725 ALTON PARKWAY MII National Facilities Services ON-SITE IMPROVEMENT PER SEPARATE PERMIT IRVINE, CALIFORNIA 92618-2027Post Office Box 12916 CONSULTING 949.472.3505 m FAX 949.472.8373 - www.RBF.com INWA Pmmm 0 Oakland, California 94604 BASIS OF BEARING BENCHMARK SHOULD CONSTRUCTION OF THE REQUIRED Mslo Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLAN ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE 2_6 e. ellm YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY- SC&E: BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS: RA **AOWW .......... #Vw Ww im STREET IMPROVEMENT' SHOWN E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.) DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE No 70995 DESIGNED BY: D LS DATE: 12433, P.M.B. 1651,35-36 O.R. 586 1140.951 BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp 06-30-11 438 1140.418 10/12/09 YOU DIG YOU BIG x IV INTO CONFORMANCE WITH CHECKED BY: APP ED ��Y: DRAWING NO.: -800-227-2600 PLANS TO BRING THEM OF C Date 101146 XP DATi MILL FREE DETLU KOPP R.C.E. 70995 r -1;-.A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 52 4812REV. REVISION DESCRIP110N DATE ENGR. CITY DATE DK 1U1ThNGR R.0 E1 E 0- z 0 F_ U U) z 0 0 0 U I--,' L0In 0 F_ Ld x LONGITUDINAL GUTTER DETAIL -I' up EX. BLDG V_ 2 NTS > DETAIL "Elso j 1* UP AT CURB FACE R/W SEE DETAIL 08m r'1 Is STREET CONSTRUCTION NOTES #4 FUMAR 0 9 -VARIES NN. 67 1131.59 TIC CONSTRUCT 6 CURB PER CITY OF FONTANA STD. PLAN NO. EA. WAY CENTERED 2x N I N CONC. 1 1 IT mum ammm ar w CRT amam CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 3. Al FQ%MVM SW BE MFEM MW APMW RM TO PLAMM r SMEWAX 4 OF COMMEM. 1006, WIDTH PER PLAN . 4. ft COMMOOR SMI WE WO-C-JMM = CME LO&W GSE APPF0M W P.0C. DRNMY Rwp 5�-c- O5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN SWU MW EMMM AM V01100 KW .10ft FM CM SVMM SECTION A -ANO. 403, W=8 CROSS -SECTION MODIFIED PER PLAN p„w10 VARIABLE HEIGHT CURB DETAIL# -3, CASE 11101EM&N AM FNSHM OPE AM CatqMM. IM Cam== SHAL RADEa%= NOTES: 14 CONSTRUCT ACCESS RAMP PER SPPWC STD. NO. 111 N.T.S. rm" mm PRY am= mumm D, TYPE 2 I- DRNMY WIDTH SHALL PROVIDE FOR ADEQUATE TRUCK TURNING MOVEMENT. 7. INE CWP -400R PIALL PNMCT THE COM RETE W= FROM ALL IRA AND C oususicum 2. NO PORTION OF A DRIVEVAY SHALL EXTEND IN FRONT Of AN ADJOHNG, LOT, 10 SAWCUT ASPHALT PAVEMENT FOR LW %M WS URLM OMW AVW&D 8r 7w CRY ummmmk 1131. 73 TC .1w1wo 3. PROVIDE BROOM FMH ON RAMP AND SIDEWALK. 14 JOIN EXISTING IMPROVEMENTS mmw am 3 ft CUM Wmgms SOL 1w PwAft wMaRD mm 1 1;�31. 23 FS A WACM FUME JOW. 19 CONSTRUCT LONGITUDINAL GUTTER WITH 6"CURB ON EITHER 4. D&ECMTELY AFTER FINISHING OPERATIONS ARE COMPLE7E. CURING COMPOUND 6 CF SHALL 13E APPLIED. NM 70 5CW TRANS. FROM SIDE PER DETAIL HEREON D crryoF mRmA Nay TO SCALE20 CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF PROVED BY: CITY OF FONTANA 6 C TO 3 C FONTANA STD. PLAN 3000, 450 ANGLE, 8"CURB FACE AT SA (1131.49 TC) OPENING, WIDTH PER PLAN DATE A.B. OVER 12" RICA111110 5#JHWVAL CURB AND GUTTER RESIDENTIAL I COMMERCIAL 1(1;131 . 26 FS) wxp. two * $I: @ INSTALL 6" CONCRETE PAVEMENT OVER 6 RE BY: CITY bW&ER DATE INDUSTRIAL DRIVEWAY 3 CF MINIMUM OF 95% COMPACTED SUBGRADE VMWED I CIRL RICARDOSANDOVAL JOIN EX. EXP.913WO? WITH PARKWAY SIDEWALKS DATE OF LA87 REWNW: CONSTRUCT ACCESS RAMP PER SPPWC STD. NO. 111-3, CASE m low I= I REVIEWED BY: 0�11. 1 0.4 D, TYPE 2, WITH MODIFIED VARIABLE HEIGHT CURB AS SHOWN Of EA DATE OF LAST REVISION: SM. PLAN No. 10 sHTOF 2 HEREON (27 CONSTRUCT VARIABLE HEIGHT CURB PER DETAIL HEREON ACCESS ROAD DETAIL ENGINEER: OWNER: SCALE: 1" = 10' PLANNING 0 DESIGN 0 CONSTRUCTION SEE SHEET 9 114. Kaiser Permanente 14725 ALTON PARKWAY MII National Facilities Services ON-SITE IMPROVEMENT PER SEPARATE PERMIT IRVINE, CALIFORNIA 92618-2027Post Office Box 12916 CONSULTING 949.472.3505 m FAX 949.472.8373 - www.RBF.com INWA Pmmm 0 Oakland, California 94604 BASIS OF BEARING BENCHMARK SHOULD CONSTRUCTION OF THE REQUIRED Mslo Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLAN ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE 2_6 e. ellm YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY- SC&E: BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS: RA **AOWW .......... #Vw Ww im STREET IMPROVEMENT' SHOWN E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.) DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE No 70995 DESIGNED BY: D LS DATE: 12433, P.M.B. 1651,35-36 O.R. 586 1140.951 BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp 06-30-11 438 1140.418 10/12/09 YOU DIG YOU BIG x IV INTO CONFORMANCE WITH CHECKED BY: APP ED ��Y: DRAWING NO.: -800-227-2600 PLANS TO BRING THEM OF C Date 101146 XP DATi MILL FREE DETLU KOPP R.C.E. 70995 r -1;-.A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 52 4812REV. REVISION DESCRIP110N DATE ENGR. CITY DATE DK 1U1ThNGR R.0 E1 E 0- z 0 F_ U U) z 0 0 0 U I--,' L0In 0 F_