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HomeMy WebLinkAbout3852-4til . .., .... . 8 s i a s , EXTRA STRENGTH VCP .. I 8" EXTRA STRENGTH VCP 8" EXTRA STRENGTH VCP t_ 1 , : t i . � � ' G .44• f � s 42.71 LF OF 8' VCP t LF : I � + 1 t, : , ". 4 . $ �. ! r 8 EXTRA STRENGTHVCP? ! f.._ t t a .. .. ..I. _ ; t ` r i t 1 NOTE: 9 CONTRACTOR i0 1/ERIF'Y LOCATION t PROFILE SCALES .. r. { t -'. ,.. -.. t> .xt f i +f'i f#, . Ja # , �a _.S,f _. ,;. jS 1i r- {. _-,d t -i. j!, . iI i{, $E 3t . {{[ F} ,9 . t xf _ � r � 1E. .I . i €�n . e � �i .. }tt 14 . 1� P y �• t # � 1 i ° ti s� � _y. i t i AND ELEVATION PRIOR TO START HOR1Z.: 1 40 f n VERT.: 1.i4' $ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 ��aNy�� �3H SHEET 3 /VBT�T� SHEET 6 SN0WBERR � 10+00.00 MAPLEWOOD LANE C/L INT. C/L M.H. N0. 16 w' , M"AL WAY I 5.� =10+00.00 SNOW13ERRY DRIVE C/L2 12+40.00 I 45 --�- =12+40.00 ST STA. -� PROP. 24' SO 101 102 -1 37.1 P.E. 52 LAT "B" 41.0 P.E. �w I C/L M.H. NO. 17 2 40.9 P.E. i L PROP. 24" SO PROP. 24" SD 37.5 P.E. 12+64.44 E PROP. R/W C.P. "B-3" C.P. "B-2" I / -� =12+57.29 SL STA. � I - \ ` ~ - - ^ Z wl- n I / - PROP. P.B" WATER 1 N oQ C/L M.H. N0. 10 to _ - 9+95.00 ST. STA. N89'20'47"F .9+95.00 / rt STREET 0 N PROP. 30" SD 12+00 i C SEW. LAT. LAT "B" 1 3 STA. 14+3756 , 51 46 X-ING PROP. 24" SO 38.0 P.E. BOT. SD=1629.66 �• 36.3 P.E. TOP SWR.=1625.53 STA.11+86.07 12+62.29 MAPLEWOOD LANE C/L INT. G y1• PROP. R/W J J X-ING PROP. 30" SD I C =10+00.00 COTTONTAIL WAY C/L 5 c 3 ; BOT L SEW. LAT. SD=1628.02 3 Gr 50 v � TOP SWR.=1626.96 I III PROP. 24" SD 49 48 PROP. 36' SD C.P.-1" } 37.0 P.E. 36.7 P.E. v 36.4 P.E. LAT "B" 47 20' DRAINAGE 35.5 P.E. n EASEMENT MAPLEWOOD LANE BEAFWICZS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST r OUARTER OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BE RNAFDNO, M INIDIAN, AS SHOWN ON AMENDING MAP OF TRACT 11750, FILED N BOOK 250 OF MAPS, AT PAGES 48 TH ROl1QFH 66, 2 INCLUSIVE, N THE OFi=10E OF THE COUNTY RECOPIDER OF SAN BERNAFDNO J COUNTY, BEING NORTH OF 00"10'24' WEST, 8I DESCRIBED BY METROPOLITAN WATER DunwT SO. a CALFORMA 1992 RANCHO CUCAMONGA, NEAR THE i INTERSECTION OF SIMMFT AVE AND CHERRY AVE AT THE o SOUTHWEST CORNER OF CHERRY AVE AND SUMMIT AVE 101 FEET WEST OF THE CENTER -INE OF CHERRY AVE AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET RUSH ON THE NORTMINEST CORNER OF A 10 FOOT WIDE CATCHBASN 0.8 FOOT SOUTH OF CURB FACE A STANDARD "n MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. o NAVD 88 - SM36 (FEET) LEGAL DESCRPT10N: OWNER/DEVE L.0"ER SOL E GIINEER BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF Centex Hoi ALIl13 UM:E and ASSOC, INC. SECTION 23, TOWNSHIP 1 KORN RANGE 6 WEST, SAN BE RNAMW MERIDIAN, 1265 Carona Pak Coot 1011 N. Armando OW90 COUNTY OF SAN BEiNAFDNO. Corom, CA 92879 AnstwK CA 92806 Ph (951) 279-3000 Pty (714) 630-1626 Fax (961) 279-2100 F°ax (714) 630-1916 REV DATE ENGR CITY DATE TQ­qTo-� SIGN DESCRIPTION l RFV/560 /A'-oP/EE W/COeVApO tgNE pGIrc16� wn• v .>. AV WVM�A++++vMAwMM c MMWW✓AMNMNNVYYI DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLE FREES 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROl1MD SERVICE ALER' /2\ RKCOIZO ORAN//AIG LOT "A" PROP. 24" SO N89 22'48"E 30 PROP. 18" SO 41.1 P.E. C.P. "C -7A" C/L M.H. NO. 3 16+35.01 =9+95.00 S7. STA. �p�FESS�/�,, n IZ n'� I PROP. 18" SO 25 C.P. "C -7B" 41.1 P.E PROP. 48" SO \ LINE "C-7" PROP. R/ T� / Tl� ti J J3 3V7 STA. 10+28.38 X-ING PROP. 18" SO BOT. SD=1628.52 TOP SNR.=1623.93 1� CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, # 10+00.00 W1LDWOOD LANE C/L INT , BEDDING PER DETAIL ON SHEET 6. 10+00.00 GLENWOOD AVENUE CIL 2 l (V' E 29 CITY OF FONTANA STD. NO. 112. KU 40.8 P.E. a 3? C/L M.H. NO. 2 2 DESIGNED BY: 9+93.49 CITY OF FONTANA STD. NO.125 AND NO.1256, IN LANDSCAPE AREAS. =9+95.00 ST. STA. �p�FESS�/�,, n IZ n'� I PROP. 18" SO 25 C.P. "C -7B" 41.1 P.E PROP. 48" SO \ LINE "C-7" PROP. R/ T� / Tl� ti J J3 3V7 STA. 10+28.38 X-ING PROP. 18" SO BOT. SD=1628.52 TOP SNR.=1623.93 1� CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, # \ BEDDING PER DETAIL ON SHEET 6. �t��P 2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER (V' E SUITE 500 CITY OF FONTANA STD. NO. 112. w • O3 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER DESIGNED BY: EXP. 3/31/06 * CITY OF FONTANA STD. NO.125 AND NO.1256, IN LANDSCAPE AREAS. LB ® REMOVE TEMP. END PLUG AND JOIN PROP. SEWER. CHECKED BY: OS INSTALL BACKWATER DEVICE. FO © CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE, BEDDING PER DETAIL ON SHEET 6 O7 CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. SEAL -ENGINEER SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. AS BUILT STA.' BACKWATER VALVE 26 17+75.95 NO - 27 10+69.07 NO 28 10+53.13 NO • \ A 29 10+02.98 - YES 46 12+83.94 NO - \ 47 12+23.94 NO - ` \ \ \ \ I 48 11+11.23 NO \ - 49 10+95.23 NO / 50 10+77.72 NO - YER \ \ \ \ 51 10+01.40 NO - 3801 \ 12+33.65 WLDWOOD LANE C/L INT. \A \ \ A =22+52.82 ROADRUNNER ROAD C/L \ o. \\\ PROPR�� � � � �� \ 27 46.1 P.E. AO 45.5 P.E- 937 SOUTH VIA LATA C/L M.H. N0. 1 7 SUITE 500 10+75.02 BBC ST. STA. w • .10+75.02 WILDWOOD LANE CURVE DATA DmTA/SEARn RADIUS LEet/DIST. TANGENT 101 16 23'41 " 1 380.00' 100.93' 54.74' SU•�lj/; <�yc ENGINEERING DRAWN BY: J Z 937 SOUTH VIA LATA m SUITE 500 OS N0. C041983 COLTON, CA 92324 DESIGNED BY: EXP. 3/31/06 * PH. 909 733_0101 FAX 909 783-0108 LB PREPARED BY: C D. UMM1N&- R.C.E. NO. 41983 CHECKED BY: 4j CNIL� EXP. DATE: /O6 FO DATE.� SBC/JA J.M. GRAPHIC SCALE 40 0 20 40 80 I " = 40' CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16290-1 =Wr-M 1 ArMJVCMr_N l rLAM SCALE: MAPLI=WOOD LAM AS SHOWN ABOVE FROM 9NOWBERRY DRIVE TO COTTMAL WAY DATE: ROAD JULY, 2004 D Z DRAWING NO.: 4 TY ENGINEER R.C.E. 51152 DATE: .2 7