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HomeMy WebLinkAbout4249-2 MIMI ■■ Existing `�' 1222 PL Exist 17+82.00 j Casterly� z° 9 8�ia-M.H moo—4——I R/W I ■■■ PPro -121850Rim■ E EEE■■�r� f- CL_P� e _11111111111 Project Tract 16318 UIIP ■ mum! ■ II :. I 11- --I ■■ N Proposed 20' L J 111111111- A rox FG •ve I Sewer Esmt to CityI I ■ ■ o ■ ■■ pt-Pip J. 1 I car' ■ S-U. 20 r 7 0 If 10'Pil : IIIII1I1HIIIIII .iI!!L ..! UIro 'I r ■■■■■ in ■■ o n , I } o. ■■ ■.._ ! • ■■ _ I in, Finish Grade oo I- IIMII ■■ _ ■■ ■ � 2� 0 . ■ 12- -0— `'' —� I 5=0:01126 Original Ground O I I ■■■ ,_ ■ �! ■■■■■■■■ ■■ ■■■■ i _ 9 iiiiil ■■ ■■■■■■■■■■■■■■■u■■■■ i---1 o- o _ _ _ _ _ - - _ _ ■■■ ■■■�■■■■■■■■�■■■■ ,• opo°o tO �, °' \ \ ran�es 1 II -- Oi � `J 1„1 I Bill 1717„7, I 1-( I'FrAt •�� �. �, a • • •. .� �I I l u l 1i� 1 1-%��- i\�\ ��-/\ ■■ 1. I ■■ ■■■■■■■■■■■■■■■■■ / �" N Q a — — '�.��, II. . .II. . C . _ _ —III �- ; ; - ,� ,�� 1206 v s a 206 III 11 ■ ■ li ■ ■■ ■UUP ■■■ > > I a N II ■ ■. v _ . ■■■E1EE■■■ - o c 410 N Trenching, Bedding III - �4" Min Asover phaltic Graved el "a er ro ecII �n �n & Backfill per 1 l ■■ �� ■ ■■■■■'.■■■■■ 'n +� N � I� Where Shownt on Plan 1 I so-°23-1Ln* c� m w3 City of Fontana =11 I =I I I ■■ I 1 1 �• ■■■�■■■�■■■■■■ +°° + ostd 1008 117 I- 2U2� I 1202 =1 =1 I: ,. ■■ 1 [ E 1 I 1 1 EE�EEEE EEEUU1•E■■E 'L- — N 1111 P Sewer 1 Proposed Invert sper Profile Hereon ■■ I ■ i t ! ■\■E■■ ■■■�1■■■■■ ! f I; 1 ■■\ ■■■ , ! 6" \CP 12.8 LF Lateral I , ■■■ ■ 1 ' � � sIll HIIIIii, r=11r 111 III-III III I HI �� l , Section A 11111 �� ii M o ` Const 3'66.50 LF 8" VCP Extra StrengthSewer No Scale ■■■ ■ � b � � Const 266.00, L 8 VCP Ext a Strength ewer MEMIIIIIMMIMMII ■■■ ■■ • _' ! . ! I I - ■■■■■■■■ ■ (Const !37:00 LF 8 VCP Extra Strength Sewer i II EEEEEEE� PROFILE SCALE ■■■■ ■■■■ •i 0+02.150 ■ I . .� I Horz: 1"=40' 11.1111....11 8193.69 InvE- E • ��� Of 1 L—E I Vert: 1'1=4' II I I l ! I I I 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 / '-�o / / + +, � . / )Vss• �// ��j ,r / sr 4/1P _ '6, , + ' + 7 0 + SEWER CONSTRUCTION NOTES: ® Construct 60" Dia Sewer Manhole per Cit of Sta 42+65.05 20 R o // +c, / + ��s P Y Per Approved Plans= �.. / j// j., % \ \ + s, +,, C �, O Fontana Std 2001. �10+00.00 MH No. 1 'oQ+ �Je, ///% /� 7 i� ® ® s, ® ss +,, �s " CL 60" Dia Manhole Join Existing 21" Sewer oy / 0, ' -1� / + ® +, �S , S _ 2 Furnish and Install 8 VCP (XS) Sewer Pipe. g / / ' Proposed Parking ..•t " / 5v� / �� ��, 's & Site Improvemen�� ® +,�� + Construct 48 Dia Standard Manhole per City of /� Proposed Site + o ��, Fontana Std 2001. o ��// �/ / /,` - - - - - By Separate Permit s Construct Compacted Asphaltic Gravel (Min /L�� ��` % improvements . 4" ��/// i + l o Q/ 746- �Q + _ ii Thickness) over Compacted Subgrade. a Furnish Sc Install 6" VCP House Lateral Per Exist 36" x e' 0)//� • ,D7, H ® + `s ,,9 '+ , Cityof Fontana Std 2005. ,� // ,��� ® ® ® + +, Proposed 20' Sew=r�Esmt 9 �,, +* HP Gas / �, t�/j p o ,� `'8 to Cityof Fontana ,,'s e/ +� *, + + l_ts--) Remove and Reconstruct Interfering Portions of // oQ/ / / +�y�0 �, + Q9 \ '' Existing Curb and Gutter and Sidewalk. See City � 5 / e� s r osesi 20' Sewer E E + , Exist 36" / Pet' o // / �'G)'� 7H16+47 End 17+82.00 MH No. 4 � �% OO Qc°4 to Cit��Fontana 0 14+11.50 MH 3 + I td 1000, Sc 1006 as Applicable. Match HP Gas oe • / • / ' ,--,F-2____ vr . L 4• iia Manhole o P \ L+ \z,wir Existing Grades to Join <<, •• / // / -- 2 © F w Asphaltic Gravel C 48" Dia Ma hole ti +,A _ _ ! - - - -a Remove b Sawcut and Restore AC Pavement g � /� � + � _ !� Lam® `� Y ,5x� o °'� °— �' + `�'novo with 6" AC over Compacted Backfill. See Cit H ' © N6 e'32 �'�� +''� ,� +,ter E '', ft, of Fontana Std 1008 f or AdditionalY��O C` Vii_ �t����a�; y---�- Xv_/ ""!��r.:_• , /� _ Y x x�, x— �� / k �. r � ' Re uirements. Note the Minimum Trench Re air x / ,, ..r.. Alfil '..' ,1+''7,,r,/7YvS ? iN:// 2+�w, v> �1 +Oo #u A � I ob j ' �►� 500. O� �t 3 t adoO� OI C A_ — 1- ------ , q P��� / „ --u + ;� / Width Shown on Plan is Subject to Change � / � � ��,�, , �� x r � �� r �/� �x�/ �� r x y,�ya Y�x x ��� X171 ,��..�,� � ��7�1�" ,��� �� +oo �S�■�►��� � / `O // ��� � t. , e . .d� _ '" i �kr,� r; k.A . 1 �r r ' ?� i ,>0 .•.#44,,,, �' tea► I x ' � i•I s'I � / Pending Actual Field Conditions. Trench Repair ii �-Property Li e + +, 7,7:"F---- / , 10+41.50 MH No. 2 2 / �-Property Line / Width Changes ctorMust PriorbtoARepaied by the Public / ki‘ o + �� + 0 + 1 / Works ITIS/ ,o vCL 48 Dia Manhole © © � o � / Property Line �p / r1 �V` Be.0 As•haltic Gra el \ , 2 // / / , At Back of Walk + ' R' l //// +��> IP + I �� a 0 'L 11 �/ /// �� V ��6 +0/ ,// / \ (9 5' 75 + �" • I s oposed "ark Site X11 / /�� _, 7,,....._ /// A N x o �� �- / • - Restroom Under, Q / / / / NN N 111 • o ' + Se orate Per its 9Q / /�� , // ./' ... ____._.__-- 'lO +J x N «602i-3C i -F , o / ��6. �, 78 6, FL,: 7,, -- , 4*---1 ,__ 7''76 I * / / !%/67 ..0 , - .. ......., / /- H 0 \ � _Al: .10 / .11.7 I \ .......---- 5-'7,9 \ / / ., y 0 v / i'-' ‘-' / 0.1110r1.177---+ � _--III.. M ro - / / >��+ a) . s _ // / Wit`' / / cT + _____••.._2......2 o9s-i — — — — r,/ �8 f. / ,2 G\1�t004 / / X, , i/. ______ ' i / ------- / / / + _.....„.,.r.0 , / / ,-- ---- „ _-__:___.- _ . +00° / /i7a2o 4 --=-________ ±1\ Nip\ // // , ------ ....-------,—___:— — 2 \\I* ,s- / 4 / Tit, 1, '. it /I\ / -------- 2 7")0 // 7('''e/ /± / / // // s____ --------"7":- * i / ,,, ----\ ( * �� �,1�13 10, 40 0 40 80 160 Notes: �� '4'- 1 . See Sheet 1 for General Notes for Sewer Improvements. ' - - 2. Stationing Refers to CL of Sewer Unless Noted Otherwise. ORIGINAL SCALE: 1"=40' DOi A ti 0 SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA Plans Prepared By -o QR°E• A/ -1` EAST AVENUE SEWER IMPROVEMENTS NOT COMMENCE WITHIN TWO �', \- Noy F1- l� YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4 7670/lac/pa Consu/tin /nc ��' 92 m DRAWN BY: SCALE: 9' ct RCE 52646 K. Nolan Sewer Plan and Profile As Shown DIAL TWD WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE mino de Estrella, Suite D DESIGNED BY: DATE: BEFORE (11001)1k1 DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE Capistrano Beach, California 92624 * Exp. 12/31/08 * / < SCE/SCG lei , y Corridor YOU DIG YOU DIGs, CAVIL / K. Nolan _ _ Mar 2007 .�,� ,� � PLANS TO BRING THEM INTO CONFORMANCE WITH Ph: 949.240.7555 fax: 949.240.0755 qTf �� Date : �f3�0? CHECKED BY: AP OV D BY / ,,00 DRAWING NO.: 2 TOLL SEE -800-227-2600 �I �t✓t.bxC� 9 W 11.1l1�j 09 k,!�. Civil Engineering and Project Management of cm..\C'' Q Y�D•D A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 9 9 ! 9 KELLY E. NOLAN R.C.E. 52646 A - DATE T 4249 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE K. Nolan CI GI R.C.E. 51152 2 r 1