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HomeMy WebLinkAbout3817-6X i t -6 m m a Ol 0 N 1-1E t C 0 i i Q s i N N 0 i X E ZV 0 g N N h a I 7 ' *CONTRACTOR -TO � � � ' _-; -�_ i .i. • � '-- ; _ - - r _ POTHOLE -AND 0 `- VERIFY •EXISTING I I UTILIITIES PRIOR 'IO . , , , I , i , - CONSTRUCTION i IN CONFLICT, , - C C o--FONTANA -WATER I' = f - - - -- - - --COMPANY-WILL- J-- - - I _ � -,- _� - -. -�- -i- �- -� '- -' - - -� .� - FINISHED GlOUND -- - - -- - - - -- _ _ �- �� o o.- RAISE W.L.' OR s OVER S.O ! N EXISENCASEIN 1060 ING GROUND I ►'� I ' 4 � ._...- ' • . 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Tf ' i 1 \ , �� �-. - -� ��� co 0 0 0 0 _ 1035 �- �_ ., . _ -.._ _ . 1050 1(151:53 __-_ __�4..,_ __ ' 055 I -' P sD -_.� -. _- - _ __ 10 5 _ _....._ - -� - . _ . _ _ _. _ _ _ - .�� _ _- - _ - Lao _ .._ _ - � L INV c� - mw �� i o0.- „0 1 r 050.38 PSD �'°' �' - I _ . ' _____0 M o �., i I tNV. z I ( © z I o,� ,"i ,w 10.1152"FPS' pS r- �_ -~ o �'L o INSTALL -794.51' I ? o .INSTALL cp p o ;� INSTALL ; I �� I - �- - -� i + + O,e,=187.4 CF$ + 42"'P. C-. P. (b "'13 0) , i ►� _. _. .. _ _ . _ - _ - _ . -_. _ _._ . _. _ _ _ _ _ __ _ . _ _ _ - _ _ _ . _-_-. _ _ Y - - -- _ _ - ,_ _-_ . _. _ _ . _ _ _ _ i E o o a ; cv, rr, r 31:79 - .- M bo - 31:40' '* _ - _ _ .._ - -'� ' - w a' `h - V _=11 62 -FP - - s - '`� `� ” 'f " �� _ i 10" V.C.P. SEWER MIN �n w ,« co i 9I- INSTALL # n 24 RCP. + wn 36 R.C.P.RCP,' _ - -- _ - ` I o o ,i D o b (Dl1750) o o (D=1350) Q- _� s 1'ER TRACT`16fi78_- _.a �. 48 R.C,P. D-13 : i _ �_ _ r - - -- - i DWG N0: 3816 �i z , -LLI- INSTALL 294.50' FSO; R.C.P.(D-1350) ' i z m INSTALL 67.75' i _ _ _ . _. _ _,{ ., _.. ., _.___ .._ __, _ � .-�__-___ . - _ _. __.___ _-_, ._. .__ . I -_. __ ;___, _ _ .•.___ _-_ _ ._ __.___ j . _ ._.-_ _-; __ __ ._.__.____ -- _- __-_;__-- _-__, .-__.__-- ____ _`.__.__-- .._, _ .__;._._� _�_ ._..______ _-_,_ __.._. __�__-_, ._-.___-� __-_, _ ...__:___.. __. ._ _-__, _- _;.__. � _-_ _, _.____ _ R.C.P: D-1 50 LO E RAL 3 LAT ESL A►- .� , _ LAVERAL - A-2 • - a -� ! , EE SHEET 4_ EE SHEET 7.. _-- _ -_ , _ _4EE SHEET 7 __- = _ . _-_ .__...___ .___ _�_-__--._ _.• ___ ____ _ -_- I _ o fy n 11PROFILE r w 3 HORIZ SCALE: 1 40 f I VERT. SCALE: 1 " = 4' 10+00 11+00 10+00 11+00 10+00 11+00 56+00 57+00 58+00 59+00 60+00 61+00 6" R f • 1 4 • •� f 4• • • #5 O 24" O.C. • . 4• • EM 2" TYP . CONCRETE ENCASEMENT I `-CLASS 560-C-3250 P.C.C. PER SECTION 201 OF THE STANDARD SPECIFICATION PIPE ENCASEMENT DETAIL N.T.S. 0 O DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1" t CEMENT GR( CAPPING AT END OF P �_ PIPE BRICK LAID LENGTHWISE AND MORTARED DOUBLE COURSE '71NSIDE EDGE OF R.C.P. GROOVE OR END OF PIPE (IF BROKEN) NOTE: FONTANA WATER COMPANY TO PROVIDE 1' MIN. BETWEEN WATERLINE & STORM DRAIN OR CONCRETE ENCASEMENT AT WATER COMPANY'S DISCRETION. SEE ENCASEMENT DETAIL HEREON. TRACT N0: 16678•-2 PROP, R'/'W ---a ta7 . ---- --- ;7:>r.. . .. __ ..... -. •- --- ----- -- ----- --- �� - ----- ----- ----- - \ ST. 10 V.C.P. W2 MAIN PER 255-091-43 EXISTING 8" WATERLINE PER DWG. NO. 2042 TRACT 16678 SANITARY SEWER pI Auc nWr: tin -Mir, SANTA ANA AVENUE FUTURE R/W CONSTRUCTION NOTES A Srn Awff s�rA 6ofs4•�o, --� 7 -_.-__�....— EXISTING_ VALVE.. "- ...1efATERtlIE 1�0 BE RELOCATED STA 59� .SER AVENUE SEE SHEET 7 TSTA. 61+11.80 _._ : ` � SQA 6n�16_RS..- I �•. 255-091-06 EXISTING R/W 10" V.C.P. SEWER MAIN PER TRACT 16678 SANITARY SEWER PLANS, DWG NO. 3816 LINE "A" SECTION Q1 CONSTRUCT STD. MANHOLE PER A.P.W.A. STD. PLAN 320-1, DETAIL ON SHEET 11 "D"2O TRENCHING PER CITY OF FONTANA STD DWG NO. 131 3O CONSTRUCT 24" R.C.P. (D-1350) CEMENT GROUT CAPPING © SAW -CUT AND REMOVE EXISTING PAVEMENT ® CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2. DETAIL ON SHEET 10 (10 CONSTRUCT MANHOLE PIPE TO PIPE PER A.P.W.A. STD PLAN 322-1, DETAIL ON SHEET 11 © CONSTRUCT 42" R.C.P. (D-1350) ® CONSTRUCT 60" R.C.P. (D-1350) 1® CONSTRUCT 6 1/2" MIN. AC PAVEMENT OVER 12" MIN. OF 957. COMPACTED SUBGRADE ©1 CONSTRUCT DOUBLE BRICK AND MORTAR PIPE CLOSURE - TYPE "B" PER DETAIL HEREON 3RICK AND MORTAR CLOSURE JOUBLE COURSE ELEVATION PIPE CLOSURE - TYPE "B" (BRICK AND MORTAR) N.T.S. SD CURVE TABLE CURVEI DELTA I RADIUS I LENGTH I TANGENT ❑ 1 89'53'11' 1 45.00' 1 70.60' 1 44.91' SHOULD CONSTRUCTION OF THE REQUIRED �►dwIMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON �r AND CARRIED FORTH IN A DILIGENT MANNER, THE �' ��'� ` •�N CITY ENGINEER MAY REQUIRE REVISIONS TO THE OF CAS-F�'� 7� a sr ie�irr�st74' r {� �Z T PLANS TO BRING THEM INTO CONFORMANCE WITH IiEV. REM" DESCRY" oA am. a DATE STANDARDS I N EFFECT. SD LINE TABLE LINE BEARING LENGTH Q N 75'08'32' E 14.62' Prepared Under The Supervision Of Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Co. 92860-1967 _ Ph. (951) 736-2040 Fax (951) 736-5292 N. CR S R.C.E. No. 23796 EXP. 12/31 /05 DATE y(W#mt ALL CLoW'S Ae4v /1/F AXP 40AFAIle irziw.s 7VM4 Q COA6WAW"' /5 /NS`- 70 4A5 fA"j*A✓A �Nds>�e pXAwA*&- ,*AW PI -5- TA + A=56'4", 6=24"�C=4.09 8 D1 ��7�4W4f&it APW.4.%W-2- woff ATERA "A-3"' L.......... ONvSHEET _5 _ /1/,/GPf1 lA6/�✓ EXSIT. D. PIPE W-7.0' ✓s Jr." TO BE ABANDONED t I 1 A' � .. 1� �b!N'ii 32 I 255-101-101 GRAPHIC SCALE 40 0 20 40 80 160 SCALE 1" - 40' CITY 0 F FO NTANA, CALIFORNIA TRACT No. 16678-1, —2, —3 & 16678 DRAWN BY: STORM DRAIN IMPROVEMENT PLAN SCuE: 1 "=40' OFF—SITE DEsIGAED BY: - PLANAD PROFILE DATE: MAY, 2005 CHECKED BY: APP D / DRAWING NO.: 6 3817 12 NoT6 = i,eWf orWrRNA 14A.41W4 ^404W OJF _s 'PA& 464f ApPI~AL Q /fZC#%f rNA ow s1ps 0.0 O'dAlIPWA GRAPHIC SCALE 40 0 20 40 80 160 SCALE 1" - 40' CITY 0 F FO NTANA, CALIFORNIA TRACT No. 16678-1, —2, —3 & 16678 DRAWN BY: STORM DRAIN IMPROVEMENT PLAN SCuE: 1 "=40' OFF—SITE DEsIGAED BY: - PLANAD PROFILE DATE: MAY, 2005 CHECKED BY: APP D / DRAWING NO.: 6 3817 12