Loading...
HomeMy WebLinkAbout2958-2I PLANGER $ LANE o o 203040 so So 120 1_+68.65 20 CONST. PAPE PROTECT: CQ 1'90.90 END 8"SEWER i %• _ 14, o E - a 4 CBS'# 3-_.m _r--_ .C\?qr� 'TV 4 O ,�'►n �O_ E- 534-70 112 iLO o - **SEE SHEET 3 FOR LATERAL PROFILES** TC=1482.0 ''� 1 =INT 1+00 T A-3 `90 5 '-' x� r --q -F7 CREST=1 2.2 A=56,C.__2i K � Q DELTA RADIUS LENGTH TANGENT ® 90°00'00" 45.00' 70.69' 45.00' ® 89°57'14" 45.00' 70.65' 44.96' © 90°00'00" 22.50' 35.34' 22.50' Q 44059'60" 45.00' 35.34' 18.64' , DE 44°59'60" 45.00' 35.34' 18.64'- LOAD 47019'47" 45.00' 37.17' 19.72', D 1 48008'37" 22.50' 18.91' 10.05', OH 48014'09" 22.50' 18.94 10.07' T ry'.•.„�'•- i. S ilk u,,RAW - NO'* .r,. t: _ F � r � ,� �:. E--1 W I - 20 20 7 t o .._ -w� 3e.7 C" �r l B \, o , i N - 6tlICY 0 53+4$.46 , ? j 5 TOP- 1483,0 ', . w '7 _ CT. PC 53+06.8l i 8 SEWER J ' -,53+59.98 CL MH 17 - 1+42.39 END II 8"WATER 53+59.88 ANG.PT. t . k r�.rse' __ 67 iK' CB ! _ .�. ' DETENTIO ASI _ U��' i - _ _ I _ _ _._ _ _.. __ ..._ �:>r:�r� ,.___ _. �r�,o� ,--- ,:.__. 61+21.11 END ,. . 53+57.1445 V- 3 ,W=10 ,s.0� 13 # � t MATCHLINE N 51°37'04,, E ; CB # ,4 4 �-'1 _ V 4 5 ,W=10 ;0.0:0 WS -147 I - I BRICK & MORTAR 19 =>,, 9.6 ;' 52+75.17 c;l SEE LEFT PT=54+32.45 42.39 , 1 r LUG _.i _ I � _ LP=1474.0 PT= 4+ 2 I FAX Vy." I _ 7 _ }_,' �_, 6. 1+91.65 r I t 15 60+83.94 I z' _ .rte „ } 04.00' 14 22 2 _; 1;4 i I- 7- 8-SI1KR-- 18 1+23.33 END I i I, { ____.�._ TINT 1+00L lm,0 _ - - - - .� �, 5 CB 1 + i; - (� 5 + �,I P - +8 . I P I I � I13' ' Ci 10 17V=5.7,W5, 2:_iI C N45°21 21 E 6 3 1 23. .! �� I� r��,° 52+78. � �+0i _+-75.55 5 r r. II dg!i -20 _0+4 'I( !r} w i_'_0.-0_'L-A2t8�.35° .OT A�,� -cam. 1436.06_END ; r _ Wm H G I 14 10 N 45021'21 E i ►`� A i + 20 __: _ 36.06M _.' c� _ __.n.._ ' CONST PIPE PROTECT. 50-00 "'51+00 _ N 89°38 39 W 204.87 14 „ 52+00 8 WATER 14 10 11 INSTALL INSTALL 18" 21" RCP - RCP - "D" "D" SEE SHEET 4 FOR SWALE o � IERRA LAKES PARKWAY= -1-� 8 SEWER -- LINE I II- A E c 12 INSTALL E '+U +W II 9 LOAD PER ULTIMATE R/W "' z 13 INSTALL 30" if - "D" LOAD PER PROFILE. M CONSTRUCTION NOTES INSTALL 36 RCP - D LOAD -. - O PER PROFILE. -- REV. REVISION DESCRIPTION DATE ENGR. CITY DATE' SHOULD CON TR TI 15 CONSTRUCT JUNCTION STRUCTURE PER A W p S TRU ON OF THE REQUIRED IMPROVEMENTS NOT APWA STD NO 331 2. O ,aoio �coRv � . s7�wiP ��� #� 17 CONSTRUCT MANHOLE .STRUCTURE PER APWA STD N0 321-1. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL o 18 CONSTRUCT HEADWALL PER S.B.CO. ROAD .DEPT. S TD. i 209. c� . , SHOWN HEREON AND A O C RRIED FORTH IN A DILIGENT MANNER 19 CONSTRUCT BRICK & MORTAR PLUG. DIAL OTWO W❑RKING T i HE CITY. ENGINEER C G R MAY REQUIRE REVISIONS TO THE PLANS TO �r 20 INSTALL PIPE PROTECTION PER APWA STD. NO. 225=-1. BEFORE DAYS BEF❑RE' YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND TOLL FREE 1-$00-227-2600 A PUBLIC SERVICE BY UNDERGR❑UND'SER 10 11 INSTALL INSTALL 18" 21" RCP - RCP - "D" "D" LOAD LOAD PER PER PROFILE. PROFILE. LINE I A 12 INSTALL 24" RCP - "D" LOAD PER PROFILE. 13 INSTALL 30" RCP - "D" LOAD PER PROFILE. INSTALL 36 RCP - D LOAD -. - O PER PROFILE. -- REV. REVISION DESCRIPTION DATE ENGR. CITY DATE' SHOULD CON TR TI 15 CONSTRUCT JUNCTION STRUCTURE PER A W p S TRU ON OF THE REQUIRED IMPROVEMENTS NOT APWA STD NO 331 2. O ,aoio �coRv � . s7�wiP ��� #� 17 CONSTRUCT MANHOLE .STRUCTURE PER APWA STD N0 321-1. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL o 18 CONSTRUCT HEADWALL PER S.B.CO. ROAD .DEPT. S TD. i 209. c� . , SHOWN HEREON AND A O C RRIED FORTH IN A DILIGENT MANNER 19 CONSTRUCT BRICK & MORTAR PLUG. DIAL OTWO W❑RKING T i HE CITY. ENGINEER C G R MAY REQUIRE REVISIONS TO THE PLANS TO �r 20 INSTALL PIPE PROTECTION PER APWA STD. NO. 225=-1. BEFORE DAYS BEF❑RE' YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND TOLL FREE 1-$00-227-2600 A PUBLIC SERVICE BY UNDERGR❑UND'SER + E I O 'I 1 1, , vLCE ALERT I STANDARDS IN EFFECT. to _._..�._.T_. _...._,�..,.,._ ... - W 1_ M I + E I O 'I 1 1, , I to _._..�._.T_. _...._,�..,.,._ ... - W . M T ry'.•.„�'•- i. S ilk u,,RAW - NO'* .r,. t: _ cn X11115 -SSE Hlr'[t� Nt a � �D�ofjAlyMlNfis]+Np�At�tE VIS 'O L/Y14N1/t®. �J7ttI=FfS {►�0 0 ►NY y\0Nl} 1 e �I _ co 71 "anx, % - No. 62183 cn m E-1 Vii A.T. SK,EE M EXP. DATE,- RCE 62183 9_--30-05 I Prepared Under The Supervision Of i CITY OF:FONTANA CALIFOpNIA R �, PREPARED IN THE OFFICE OF x ; } STORM IMPROVE MENT PLANS MADOLE AND ASSOCIATES, INC. .:DRAIN ,. , . _ 10601 CHURCH STREET; STE 107 RANCHO CUCAMONGA,'CA 91730 W ' x DRAWN BY: ` ATS SUMMIT HEIGHTS SCALE. ,,_ 1 = 40 PHONE (909) 948-1311 TRACT 16137 ; DESIGNED BY, DATE. _ 8 2001 ATS Date Z p NWZ'10 rRE CHECKED BY.. APPROVED BYE �.� ��1�9�i�J �) 30 p DRAWING NO.: 2 14 - - 8 EXP. 3 31 05 CITY ENGINEER R.C.E. Wiz-' �0 4096 DATE. 2 k , 5 �I J:\647-1443\storm\sd-sht2.0y g, 10/2210111:36:51 AM, `