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HomeMy WebLinkAbout5350-2 6" MIN. _I L. _ 6" MIN. 10" MAX. 10" MAX. SUBGRADE 95% COMPACTED N ISS ' ,�� LO ♦4 * ' SEWER GENERAL NOTES: t SELECT NATIVE Q 1- ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS. MATERIAL • THE CITY OF FONTANTA STANDARD PLANS, THE CONTRACT 90% COMPACTED I PROVISIONS AND THE STANDARD SPECIFICATONS FOR PUBUC - CRUSHED ROCK WORKS CONSTRUCTION ("THE GREENBOOIC). ALL REFERENCE PER GRADATION 'r. SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST IllSHOWN EDITON ULESS OTHERWISE NOTED. 0 O CO 2. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR WENCHES 5 FEET . iseneir�! PROPOSED VCP a e:e a e: ate co �n GREATER N DEPTH FROM THE CALIFORNIA STATE eee�eeeeee�„ 14 �z n DIVISION OF INDUSTRIAL SAFETY. •••:48:•••• 1414 -M Q /ee•,���.2.20:2"4s 1/.1 3. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER ��e:�. ''.40'41"4"`• p I I • THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY �;�.��',;����j� ; o NJ Z SHORING, SLOPING OF THE GROUND OR OTHER ���ii��l �i�i��•�� O Q APPROVED MEANS PURSUANT TO THE REQUIREMENTS �� �e�e� ,���� ��j CD OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE �����i�-4Ln-4,i*i4i... its\.•jos J OF CAUFORNIA. TRENCHES LESS THAN FIVE (5) FEET D/ %i/e v/r r eery•i c SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS Q���O�Q�\pO�Q�� pFL • FOR GROUND MOVEMENT. D/ I/�;I/� I/� I/� � I/�/ ` N 4. WATERLINES (4 PROPOSEDWHERE SEWER DIAMETER), CONTRACTOR CROSS BENEATH NG d % e SHALL INSTALL 1 SACK CEMENT SLURRY BACKFILL FROM 3 TOP OF SEWER TRENCH PIPE ZONE TO SPRING UNE OF \OOG��O EXISTING WATER UNE AND INSTALL CLEAN SAND BEDDING 14' TO 6" OVER EXISTING WATER UNE. BEDDING SHALL BE A :1. / _.,h, x QI• MINIMUM EACH SIDE OF WATERLINE. BEDDING DETAIL 5. SANITARY SEWER UNES SHALL BE CONSTRUCTED OF BELL N.T.S. ci, : �T Ld') I AND SPIGOT OR BRAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) TABLE 200- 1 .2(A) { ��_� EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE III BASIS OF BEARINGS: STA 10+05.35 (20.57 L� SLOVER AVE.= PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. CL OF SLOVER AVE BEING PERCENTAGE CN ABiaBasH AVE TO FROM AVE DETAIL "A" a-89'32 5t o,- J` c.a 9 w STA 50+20.61 (5.19 RT) CALABASH AVE. SIEVE SIZE PASSING SIEVES PER R.S. 74/7 MODIFIED CROSS GUTTER R-20.00' r...-,o + Q� 1 °�v a ,•r 1 1/2" -- Not To Scale L-31.26' n N a `N • F 7 A-9026'17 BENCHMARK T-19.84' Cow W a Q 0' AN o d `� R-20.00' 1" 100 FD CHSLD "0" W. END CURB NOTE: CONSTRUCT STEEL TROWEL FINISH � ,. d o+ a$o o 3�4" 90-100 rn rn COW L-31.57 S. SIDE SLOVER, +/- 101' 9991.01 TC °. 'i� • a ��� 'it w T=20.15' 1/2' 30-60 E. OF BANANA AVE. 990ELEVATION = 993.25' . 0 L1P� `7 (1.56X) 0(1.98X) wM 6 STA 50+60.61 3/8" 0-20 No. 4 0-5 - MEET EXIST. No. 8 STA 50+59.88 0 __ r co 5 �ryk W CU n' .. ,, - ASTM C 131 B + w g • Y g • TEST GRADING `.,co r, . o e e� • j to m . 1 - . - 0.7515-T--- 01I A0 to 6" PEM G , s - c el"\ . . e s, 464. 6/51) i �� • L f• i to o 6" SEM n G -G m � A • ~ G .X• `� 11 X G 7 8 9 T .. �'� Q1 �� 12. 13 I.- --1- EL SHOE -Iv ® x i .• . • - 0 I < 1m HP-Gos--- - v - _ -G- - �► 1 . 0' I .' tot/ Zi1r0O PLOP.• 11E• - G HP-Gas • l •�, yr Mt13.0 '401' RT. w - 00001 - as 1-` Y wv i • 0 rn -� vs m` '. a7---�---- $0 0 00, .. - .m , aa...- --t. . -- m �Q -m m m m • °h ,, L %`> TF - , ,n _ is 1 �.�- 1 2 "� •. . 85X -. • - . .� .. • - o I ___ - ti Di by cork • I • M R N a Vii••® • _ _ CONSTRUCTION NOTES: Qto aL°j0oi Q1 SAW CUT do REMOVE existing asphalt concrete and/or concrete surfacing. m ' - 0 • swam ( CONSTRUCT PCC Pavement 0.75' THK. over 0.35' THK. S g STA 49+24.06 I _ _ _ _ _ STA 49+24.06 Asphalt Treated Permeable Base. gg o MEET EXIST. rl Nu r 990.22 TC 995 + r89.99 TC) (0.73X) 0.68�R) (989.57 FL) Q3 CONSTRUCT Modified 14' Cross Gutter Per Plan and Detail 'A, This Sheet. z $T3 1 -- - 89.31 FL) 1 9y ,1 a-i, 989.71 UP) N� 89.42 UP) sse" 0 �J •4''• c.1 Q PROTECT-IN-PLACE Existing Curb Z'i I I A=9052'57 ci�a ro'G� 0C2 ° in at-lo- A=89'07'54 L R-35.00' a ~r` `a' n PP '•76 10 ' R-36.47' OS PROTECT-IN-PLACE Existing Curb and Gutter ' - - L-55.52' + ;8 04 8 • r 1 o n a, co L-56.73' __` - - T-35.54' < 6o ao3o w ,ozo�1 { O < a is d• T=35.92' © PLACE Blue Reflective Pavement Marker 6" to the Left of the Centerline at Sta. 9+55.51 cn 990 -- ___ _ _ -___ ora' If' s gnur -11- 14 ,r �' . - O INSTALL 15" VCP Sewer Pipe Per Detail "B". This Sheet. I I ----- m ,a -24• b iV . ~0+•00 (PLu& aD a ND Or I 1 201+0t.00.MOP. SEWER UNE-) - 1 49+13.01 CALABASH AVE., 3.73' LT. I Rrr In' /f 985 • ' it 1{/•�� I ' �'xe -n• W Y LL_ Ig 4t. +.}-!pc � INN tM )i • 1 m `+ z Tett Z 980 cF ,, O } 0'7 Ste°at_ • 0 r 1 04 18 in:c‘i 18E+ !inti St frep Vi i = z , O 975 N g o \ r Dtr hi + ii <^ 0 . li CITY OF FONTANA, CALIFORNIA COUNTY OF SAN BERNARDINO SLOVER AVENUE n O. N a, • SEWER PIPE EXTENSIONS eCO IO,v,� . kro1a 0,, DEPARTMENT OF PUBLIC WORKS F� 970 - " AT CALABSH AVENUE DRAWN BY: SCALE: co o o DRAWN BY DESIGNED BY PROJ. ENGR RECOMMENDED /APPROVED BY E Q i. DETAIL " B SLOVER AVENUE As Noted i NO. 31490 : DI�IGNED sr: DATE: Exp. 12/31/04 EAH BW CS / SEWER PROFILE AT CALABASH AVENUE «� /lvk�c G 3�ai�/� FONTANA II I. .4 C vI\- Pa SUBMITTED BY ,SL)))ANT DIRECTOR�y�JJ-- __J DATE Not TO Scale CHECKED BY: AP ED ��- Zb�/ OF car ("J •0 f� // "e'T/ /44 J.L. 8 v, .: r�r: -.i.n SHT. N0. TOT SHT'S. ` 'Q I_4"."V'�_�_+M! /� 318 �'" �!! El D JL 8368 CITY ENGINEER R.C.E. 51152 CHIEF DESIGN ENGINEER DA DIRECTOR OF PUBLIC S DA JL 9318 T00971 1"=20' 2 3 a 5350-2