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C/L � Tc I DOWHURST WA y ECR 1 10+50.00 75 ao o - NcARI 108 ARE BASED ON THE WESTERLY LINE OF SKI A ANION OF A PORTION OF THE 80UTFEAST 1/4 OF SEC" TION 14} TOyW�1N� 1 NIORTH, J THE NORTHEAST OUARTER OF VECTION 23, 7`0004T RANGE S WEST, SAN O M�IAK COUNTY OF SAN O. 1 NORTH, RANKS: a WEST, SAN BERNAlDNo L 9WIAK AA SHOWN ON AMENDINIG YAP OF TRAG'T N0.1I1'i1l0, FLED N BOOK 200 OF YAPS, AT PAGES �N TFf10UGH I �, NCL.UIOVE, N THE OFFICE OF THE COUNTY FEOOIDER OF SAN �WDNO COUNTY, BEING 4 N ORTH OWW24r YAW. � N 1p LB�I/DIBF n M ? o U o, W 0 h h SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) � "� . r t O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 OP. �0+. tea. ���� 53.77 "/ TC to 12+00- 10231'00" 62.00' PER STD. PLAN NO. 1015 $ 10+00.00 11HITEGATE LANE C INT. 14 CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) 1110 50.00' -17+08.93 DOVEHURST WAY C/L E O CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS C �. 32.46' PER STD. PLAN NO. 1005 59.( 10 INSTALL STREET NAME SIGN PER STD. DETAIL 139 50.00' TC ADJUST WATER VALVE CAN, LID AND COVER TO GRADE 2 15 1• 40 0 20 40 80 +00 19.55' 9.80' 15 N74.15'03 "E - �6 9�s430 - O 4� - D - C N74'15'03"E 58.33 43.82' - 1 � TC 57, 9 420.00' 16.74' BC FS 1 57. 7 TC 400.00' 15.94' 7.97' N 12 EC 9 16+14.51 w=i6' E sT,�. 1s+a SEE SHEET 3 A 15 16 ^F m EC o I EC BC 11+00.00 ''" u 11+00 ROP. C/L � Tc I DOWHURST WA y ECR 1 10+50.00 75 ao o - NcARI 108 ARE BASED ON THE WESTERLY LINE OF SKI A ANION OF A PORTION OF THE 80UTFEAST 1/4 OF SEC" TION 14} TOyW�1N� 1 NIORTH, J THE NORTHEAST OUARTER OF VECTION 23, 7`0004T RANGE S WEST, SAN O M�IAK COUNTY OF SAN O. 1 NORTH, RANKS: a WEST, SAN BERNAlDNo L 9WIAK AA SHOWN ON AMENDINIG YAP OF TRAG'T N0.1I1'i1l0, FLED N BOOK 200 OF YAPS, AT PAGES �N TFf10UGH I �, NCL.UIOVE, N THE OFFICE OF THE COUNTY FEOOIDER OF SAN �WDNO COUNTY, BEING 4 N ORTH OWW24r YAW. � $' TC '+ EC BC 11 +59.76 11 +43.82 76 12+74.11 WH/TECATE LANE C/L INT. 619+91.70 SERRANO A VENUE CA " 18 +- N4 PROP. Rl Cfj 13+00 u. Z0 48.57 46.: TC ` ' �' FS ;: rammorm" Im mim _m ;,.= 94 19 � ' BC 10114+17.02 i N � U Ti 14+00 - . I N (l /. 3Tc `--� � TC ROP. R/b ECR 13+20.11 e 119.11 BCR 84 '� BC 14+17.02 !�/HITEGATE LANE .. o � REV. REVISION DESCRIPTION D600R®® BY METiiOPOuTAN WATER DwmcT SO. I CALIFORMA =2 RAN HO CUCAMONGA, NEAR THE N1 CI ION! OF SUwMT AVE AND CH�Y AVE AT THE SOUTf�T COMM OF CHERRY AVE AND SL�MT AVE 101 C FEET WEST OF THE SDE OF CF�Y AVE AND 37 FEET SOUTH OF THE CE iI 9LM OF UAW AVE SET FLUOR DIAL TWO WOIICIN G ON THE NORIHWEST CORNER OF A 10 FOO l WIDE BEFORE DAYS DEFOIE m CATCHOAIDDI 02 FOOT SOUTH OF CUIWI FACE A STANDARD YOU DIG YOU DIG ho MWDSC 3 NCH BRAAA DING STAMPED * A 1�Y2•. IM FTSE -a00-227-2600 I[EC�D r✓/ 6 NAVD N - IMMM MI A SIC SERVICE DY 1� SERVICE ALERT My, DWYj ON COLS /71e /9 Car"x HbrrW� na Corona Pohl. Conk ft MIN 27'9-2000 Fw. (meq 297-2100 I DATE I ENGR. I CITY I DATE AL BU8-IC E •nd ASSM NC. 1x11 Nt Arnw,tdo Sb*M Ana sb% CA 92M Phi (714) S3a-IM Far• (714) 630-M N N 0 W+20* 15+00 )1 E n FS - O to �� EC 14+35.20 w IAJ 11 cnW . _� A& o$ LB�I/DIBF n M ? 17 U o, W 0 h h SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 9.80' 0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 OP. WA ���� 53.77 "/ TC to 12+00- � $' TC '+ EC BC 11 +59.76 11 +43.82 76 12+74.11 WH/TECATE LANE C/L INT. 619+91.70 SERRANO A VENUE CA " 18 +- N4 PROP. Rl Cfj 13+00 u. Z0 48.57 46.: TC ` ' �' FS ;: rammorm" Im mim _m ;,.= 94 19 � ' BC 10114+17.02 i N � U Ti 14+00 - . I N (l /. 3Tc `--� � TC ROP. R/b ECR 13+20.11 e 119.11 BCR 84 '� BC 14+17.02 !�/HITEGATE LANE .. o � REV. REVISION DESCRIPTION D600R®® BY METiiOPOuTAN WATER DwmcT SO. I CALIFORMA =2 RAN HO CUCAMONGA, NEAR THE N1 CI ION! OF SUwMT AVE AND CH�Y AVE AT THE SOUTf�T COMM OF CHERRY AVE AND SL�MT AVE 101 C FEET WEST OF THE SDE OF CF�Y AVE AND 37 FEET SOUTH OF THE CE iI 9LM OF UAW AVE SET FLUOR DIAL TWO WOIICIN G ON THE NORIHWEST CORNER OF A 10 FOO l WIDE BEFORE DAYS DEFOIE m CATCHOAIDDI 02 FOOT SOUTH OF CUIWI FACE A STANDARD YOU DIG YOU DIG ho MWDSC 3 NCH BRAAA DING STAMPED * A 1�Y2•. IM FTSE -a00-227-2600 I[EC�D r✓/ 6 NAVD N - IMMM MI A SIC SERVICE DY 1� SERVICE ALERT My, DWYj ON COLS /71e /9 Car"x HbrrW� na Corona Pohl. Conk ft MIN 27'9-2000 Fw. (meq 297-2100 I DATE I ENGR. I CITY I DATE AL BU8-IC E •nd ASSM NC. 1x11 Nt Arnw,tdo Sb*M Ana sb% CA 92M Phi (714) S3a-IM Far• (714) 630-M N N 0 W+20* 15+00 )1 E n FS - O to �� EC 14+35.20 w IAJ 11 cnW . _� 1" - 40' SEAL -ENGINEER QROF ESS/p O �4Y SHOIA.D OF THE REOU ED NOT ,`��l ��S 0 0���i Fy COYIrENCE W1THlN Two YEARS OF THE DATE OF APPROVAL SHOWN y �' tis y FBEON AND CARS FORTH N A DLX ENT MANS THE CITY ENGit� `� m MAY FEOI� TO THE PL A S3 TO BANG THEM NTO No, 0041983 EXP. 3/31/06 WRH CONDRIONB AND STANDARDS N EFFECT. a sl,�l CNI1 QIP F OF CA�� CURVE/LINE DATA 14 CONSTRUCTION NOTES LB�I/DIBF 1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE 10 00'02" 112.00' SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 9.80' 0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 ! O4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) C 10231'00" 62.00' PER STD. PLAN NO. 1015 $ 8O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) 1110 50.00' PER STD. PLAN NO. 1016 E O CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS C �. 32.46' PER STD. PLAN NO. 1005 QF 10 INSTALL STREET NAME SIGN PER STD. DETAIL 139 50.00' 14 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE GRAPHD SCALE 15 ADJUST MANHOLE RIM AND COVER TO GRADE 40 0 20 40 80 112.00' 1" - 40' SEAL -ENGINEER QROF ESS/p O �4Y SHOIA.D OF THE REOU ED NOT ,`��l ��S 0 0���i Fy COYIrENCE W1THlN Two YEARS OF THE DATE OF APPROVAL SHOWN y �' tis y FBEON AND CARS FORTH N A DLX ENT MANS THE CITY ENGit� `� m MAY FEOI� TO THE PL A S3 TO BANG THEM NTO No, 0041983 EXP. 3/31/06 WRH CONDRIONB AND STANDARDS N EFFECT. a sl,�l CNI1 QIP F OF CA�� CURVE/LINE DATA ENGINEERING 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS COLTON, CA 92324 DESIGNED BY- PH. 909 783-0101 FAX 909 783-0108 LB PREPARED BY: R. C. E NO. 41983 EXP. DATE: 31/0 CHECKED BY- DATE: II a ��SC/JA .1 CITY OF FONTANA, CALIFORNIA I .• ti I 1 i�� �. • �, SCALE: AS SHOWN ABOVE DATE: SEPTEMBER 2004 DRAAWIIN,�G NO.: 15 3M7 1V DELTA/BEAFN!(3 RADIUS LB�I/DIBF TANQEKT A 10 00'02" 112.00' 19.55' 9.80' B N18'15'55"W - 42.36' - C 10231'00" 62.00' 110.93' 77.27' D N08.15'52"W - 50.00' - E 8230'55" 37.00' 53.29 32.46' F 82 30'55" 57.00' 82.09' 50.00' G N84.15.05"E - 42.36' - H 10 00'02" 112.00' 19.55' 9.80' 1 N74.15'03 "E - 143.82' - J N74'15'03"E - 93.82' - K N74'15'03"E - 43.82' - L 2'16'59" 420.00' 16.74' 8.37' M 2'16'59" 400.00' 15.94' 7.97' N 2'16'59" 380.00' 15.14' 7.57' O N7632'02"E - 257.26' - P N76 32'02"E - 114.35' - Q N7632'02"E - 69.35' - R 90 00'00" 25.00' 39.27' 25.00' S N 76 32'02 "E - 142.91 ' - T N7632'02"E - 97.91' - U 2 05'00" 520.00' 18.91 ' 9.45' V 2 05'00" 500.00' 18.18' 9.09' 2 05'00" 480.00' 17.45' 8.73' -v N7837'O1 "E - 46.78' - 1' N78 37'01 "E - 148.36' - Z N78 37'01 "E - 95.56' - ENGINEERING 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS COLTON, CA 92324 DESIGNED BY- PH. 909 783-0101 FAX 909 783-0108 LB PREPARED BY: R. C. E NO. 41983 EXP. DATE: 31/0 CHECKED BY- DATE: II a ��SC/JA .1 CITY OF FONTANA, CALIFORNIA I .• ti I 1 i�� �. • �, SCALE: AS SHOWN ABOVE DATE: SEPTEMBER 2004 DRAAWIIN,�G NO.: 15 3M7 1V