The URL can be used to link to this page

Home My WebLink About3933-13VERCELLI LANE SEE SHEET 12 FZZ> -- C� SCALE. 1 = 40 SCALE IN FEET 40 80 120 160 PA RKSIDE WAY SEE SHEET 6 TREVISO LANE SEE SHEET 12 PROP. Rlw,) z �lftftftft .. �W Lo o�� NJ Vis N�z Vco N093243"E 42.71 L2 N10.27'17"W 42.71 56 55 54 N 53 L4 N89.32'43"E 14.61 18.85 INF/NI TE co 90.00'00" 30.00 47.12 30.00 C4 10.00'00" 110.00 19.20 9.62 ® CIRD. 7E CITY STANAARD CALL 04/7,9. � �L I •.%S• V �■■■ear.■ ,.. ■■■■■■■■■■■ ■■■■� .■■�� i �F! M M M H w_ 0 0 0 0 M aq 111 IN F. ■��l�� '��!l�E�I�I�lil�i�■ �� wl�w��•�� ■nor■■■■■■■■ ►V`i'�i��I�� WEII ■o��■■uuu��9a■■� ■■■■■■ ■■■■■■■ IBM ��■■■■IG�rarr,�nrenrr�aA NNW I �I■■■■<l�� - � N■■■��1 ■■■■■■ _Nor .1noMmufflo l§MMMMMMMMMMmMMllMl NIMP111311000 llMMMMMMMMMMMM now so min wl 0 N. 0 0111111.1% IN N No lmmmmmmmlmftqb MEMO.!, 011 By wf MIN min -wool MINE 11 wall'EMEMEMEEMINES MIN ME a one am ME Wil w -e; F�.E��; ��LS ■■■■ ��a� ■■■■■EMEN �� uiimmmmmmmmmaip.ii a 1 0 so 1 no. -a �Ufff 0 01110 z WHEN mommmmm-. ■�■■SII I VERCELLI LANE SEE SHEET 12 FZZ> -- C� SCALE. 1 = 40 SCALE IN FEET 40 80 120 160 PA RKSIDE WAY SEE SHEET 6 TREVISO LANE SEE SHEET 12 PROP. Rlw,) z �lftftftft .. �W Lo o�� NJ Vis N�z Vco N093243"E 42.71 L2 N10.27'17"W 42.71 56 55 54 N 53 L4 N89.32'43"E 14.61 18.85 INF/NI TE co 90.00'00" 30.00 47.12 PARMA AVENUE DIG SLE � T TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. LINE TABLE DATE LINE BEARING LENGTH L1 N093243"E 42.71 L2 N10.27'17"W 42.71 L3 N29.32'43"E 12.87 L4 N89.32'43"E 14.61 REV. REVISION DESCRIP77ON DATE ENGR. CITY DA 7F CURVE DEL TA RADIUS LENGTH TANGENT C1 901,00'00" 30.00 47.12 30.00 C2 180'00'00" 6.00 18.85 INF/NI TE C3 90.00'00" 30.00 47.12 30.00 C4 10.00'00" 110.00 19.20 9.62 ® CIRD. 7E CITY STANAARD CALL 04/7,9. � �L I •.%S• V 1 0 0 QoQQpFESSIp�,� C 36037 ExP (� ��OFCA1-�F� AP_CONS TRUC TION NO TES Ol - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). O2 - CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. . O4 - CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 403 (MODIFIED W=8) O5 - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. a- CONSTRUCT 4"' P.C.C. SIDEWALK PER CITY STD PLAN NO. 100G. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 100.2, "W" PER PLAN. O9 - ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NDS 2000 & Coo= 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 4Q03. 11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K118E-EAR-11-150-HPS-Kl6-HSS-T5-PR EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN. 13 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. NO. 1000. 15 CONSTRUCT SIDEWALK DRAIN (SIZE 3) PER CITY STD. NO. 30co l NOTE: FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON THE APPROVED PRECISE GRADING PLANS. BENCH MARK. • / B-17 CURVE TABLE THE BRIG. NO89.59'31 "E THE SOUTH LEG OF AN SCE TOWER CURVE DEL TA RADIUS LENGTH TANGENT C1 901,00'00" 30.00 47.12 30.00 C2 180'00'00" 6.00 18.85 INF/NI TE C3 90.00'00" 30.00 47.12 30.00 C4 10.00'00" 110.00 19.20 9.62 ��OFCA1-�F� AP_CONS TRUC TION NO TES Ol - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). O2 - CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. . O4 - CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 403 (MODIFIED W=8) O5 - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. a- CONSTRUCT 4"' P.C.C. SIDEWALK PER CITY STD PLAN NO. 100G. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 100.2, "W" PER PLAN. O9 - ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NDS 2000 & Coo= 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 4Q03. 11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K118E-EAR-11-150-HPS-Kl6-HSS-T5-PR EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN. 13 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. NO. 1000. 15 CONSTRUCT SIDEWALK DRAIN (SIZE 3) PER CITY STD. NO. 30co l NOTE: FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON THE APPROVED PRECISE GRADING PLANS. BENCH MARK. • / B-17 BASIS OF BEARINGS: BRASS CAP IN THE CONCRETE BASE OF THE BRIG. NO89.59'31 "E THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, a2 M/ WEST AS SHOWN ON TR NO. OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 29617-11. OF SIERRA AVE. ELEVA 770N. # 1428.609 SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS FOPR��/w'� NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF q�s APPROVAL SHOWN HEREON AND CARRIED FORTH IN A j LU w� 3 No. 36637 ' DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 06-30-06 REVISIONS TO THE PLANS TO BRING THEM INTO sA9�F� / v I OF-CM- CONFORMANCE FCALCONFORMANCE W/TH CONDITIONS AND S TANDA RDS IN EFFECT. Prepared Under The Supervision Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 760-A S. ROCHESTER A VENUE ONTARIO, CA 91761 PHONE (909) 937-9151 Date RCE i663i663Y EXP, WENDELL L. IWA TSURU CITY OF MONTANA, CALIFORNIA PRI VA TE STREET IMPROVEMENT PLANS DRA WN B Y PA RMA AVENUE SCALE: MVA/CV STA. 10 00 TO 16+4a79 AS SHOWN Y DESIGNED BDA TLS• GB T 16875 FEB 2005 CHECKED BYda APP D B : DRAWING NO. 13 VA scL wr Z f '3933 13 lTY ENG/NEER R. C. E. 51152 Aik: 9 J:\126-2005\streets\stl3.dwo. 1/31/2006 11:09:36 AM. L