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HomeMy WebLinkAbout3035-4CONSTRUCTION NOTES 4a -CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PLAN 7�CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN O8 -CONSTRUCT 24" DIA. R.C.P., D -LOAD PER PLAN 10 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-1. 11 CONSTRUCT 30" DIA. R.C.P., D -LOAD PER PLAN 17 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 321-1. NOTICE TO OONTRA�'TQN �c *CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. r ra -AAA AAAA RA�l A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AV �Q rr�r� r r Jr--j�%J REV REVISION DESCRIPTION DATE I ENGR. I aTY I DATE I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT REc.0ZD 2-11- N6L4�2*s COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. QRpFESS/p,�,�\ 660CD rri z � = No. 31681 Z � * Exp. 12/31/04 \CIVIC �F CAI rr�r� r r %\ R 6n 2D (►w I IjG If is Z -I ?7I 6';( 00 0� Hm,TrncFb re an ❑❑ I Civil Engineering • Planning • Surveying • Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669 " 909-982-7777 PREPARED UNDER THE SUPERVISION OF: HAROLD A. GARCELON R.C.E. 31681 DATE: NOTE: LAT "A-4" PROFILE SHOWN ON SHEET 11. Number Delta Radius Length _ =23.1 ds � EXISTING GROUND _ 191+97.67 _ -23.1 ds Oas - _ _ =20 8 ds 393.97 _ _ 753'07" 863.00 68.36 = AIN Kwc 15.33 fps OVER STORM DR 03 - _ =1210 _ _ _ =11.77 181320" _ 274.47 138.40 05 21'01'55" FINISH SUR ACE 312.02 157.78 © N M_ 8.30 4.15 07 42'40'39" 22.50 16.76 8.79 OVER STORM DRAtN EX 17 W1535 N _1545 _ _ r EXISTING GROUND r OVER STORM DRAIN 189+18.36 /r FINISH SURFACE _ - 1530.78 RIM ,- r _ � -' _ OVER STORM DRAIN r - r •• _ _ to __ - _ '. r _-EX 17 Wjr _ o z Ex trw � 1 r 5 N r - i 525 r � _ _ _ _ - _ _ :1535 00 IDENTICAL -_ _ _ . •' _ POINT W _ vi / 5 co Z W 3. z > -_ _ _ O _ _ : Z 1L') O O > t0 O N O to to M Q Z LO _ __. _ _ ca - ao .-- U w _ n M � tD M O CO N � _ : O CO � N ^ Co NO pN O' 01 _ _ _ 1515 _ t0 ♦ O ♦ : _ Of + N Of " CONSTRUCT 220.48 LF OF 24 RCP STORM DRAM 1750-D _ _< et _Uj _ . N _: � t0 + ♦ � N M ♦ .r .� M O M M p 1525 - _ CONSTRUCT 66.03 LF ao ao CONSTRUCT 274.65 Lf OF 24 RCP _ _ _ ::CON CONSTRUCT . OF 30 RCP _ - "STORM DRAIN 1750-D 50.00 LF OF BEDDING PER DETAIL ON SHEET 1 _ DRAIN 1 -D STORM 500 � _- _ BEDDING PER DETAIL ON SHEET 1 24 RCP CONSTRUCT LF OF _24 RCP STORM DRAIN 1750-D)_ C BEDDING PER DETAIL ON SHEET 1 __ _ - STORM DRAIN _ _ 1750-D BEDDING PER DETAIL ON SHEET 1 • BEDDING PER _ DETAIL SHEET 1- Q ON : LINE A _ PROFILE SCALES HORIZ. 1 =40 VE _ 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 CONSTRUCTION NOTES 4a -CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PLAN 7�CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN O8 -CONSTRUCT 24" DIA. R.C.P., D -LOAD PER PLAN 10 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-1. 11 CONSTRUCT 30" DIA. R.C.P., D -LOAD PER PLAN 17 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 321-1. NOTICE TO OONTRA�'TQN �c *CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. r ra -AAA AAAA RA�l A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AV �Q rr�r� r r Jr--j�%J REV REVISION DESCRIPTION DATE I ENGR. I aTY I DATE I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT REc.0ZD 2-11- N6L4�2*s COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. QRpFESS/p,�,�\ 660CD rri z � = No. 31681 Z � * Exp. 12/31/04 \CIVIC �F CAI rr�r� r r %\ R 6n 2D (►w I IjG If is Z -I ?7I 6';( 00 0� Hm,TrncFb re an ❑❑ I Civil Engineering • Planning • Surveying • Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669 " 909-982-7777 PREPARED UNDER THE SUPERVISION OF: HAROLD A. GARCELON R.C.E. 31681 DATE: NOTE: LAT "A-4" PROFILE SHOWN ON SHEET 11. Number Delta Radius Length Tangent 01 26'33'24" 850.00 393.97 200.53 02 753'07" 863.00 68.36 34.20 03 18'32'38" 863.00 279.31 140.89 ® 181320" 863.00 274.47 138.40 05 21'01'55" 850.00 312.02 157.78 © 0'33'03" 863.00 8.30 4.15 07 42'40'39" 22.50 16.76 8.79 _-N opm- •0 0 •0 :• scale feet CITY OF FONTANA, CALIFORNIA SUMMIT HEIGHTS 11 BY: STORM DRAM WMENENT PLANS MADS BMCH AVENM D BY: MADS -,'188+50 TO - IM+7216 D BY: APPRO Y: / G .�: 25/• 02 ? CITY ENGINEER R.C.E. 5115 DATE: 3 a co 0 .o 0 O 7P ao 71 _ L O U CD .m O Y � T Q� o E ALE: 1 "= 40' 00 o 0 co TE - E10-26-01 10 -26-01 01C) iCD G NO.: 4 00 T 3035 op �