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HomeMy WebLinkAbout2033-1ff y�� A!� .loin/s A'� 0 over 30 wale., • h sh , 1.530 91 ; I � 0 elk( !� • I . a �o IAZI 1 ' J I V ' ; .0096 + N t I t I i i I r w Ir_ 4 i i I i i O I I -� � { z � ♦i i + t k y p0►�Ir ��c I I { I f I - v1ol ; O ,' I , I _ o �,,= M �, /5/O 15/0 if Ora OD5�I � t`� 1 4 IOlt o- l p Co. a I oo ; I I 3 I - W " _i ce, m 22�.5aL i' • C: l.L c 3d• P/P,�' ¢o. 8/ L F . C. /Yl. L . �` Ca 3011P/pF X31 ",CdoXi,%� 2 2 -8 Go, / '•Lin��9, 3%4��Coo��n9 0 t• I .�, ,;. a3k0iIn•9 R40L69PL. o &7417 Q",+& 404,14. ¢ 2 �¢{ jI _ ( ' COQ i I it t /57SZ-F C.A�- 'OC 30, fi�be i ( i � . i ! I l a 97 LF - C. iN- Z, jee 30 .f'/PE- I %WW , _ ! i I I I 6 C7, 12 "Limy, 3/4 I I . I I I �,QoF 18 Oa. % ' Ap; I , �4 "Cowin I ���` I i I I i � � /L'E ALES, �� I ?-� ' I I� -� i �5 t I 37 38 39 40 41 W4 ter the D 4fa d o e 6EARi"6 R G T 0 o ►� Q 1 h 0 � 6 N � d � I Az Q I 4(j � 0 MM , � It o � -4) Z Q ^ ,� NJ b " °^95 U T/L /-T/ T Y .S'L EEV E .c01? 711E QLdRPOSf OA PFFfR6VCf-. /\ tY ,, is/ t � h� of / 01 � °� ` •. v. 1111111 11110N vnG aad Z 5 E.r�a;A /o 'x SH .pce Construction Moles 0---- /sista// 30" C. M. L. jI0 C. S16,e/ Wale/ //7SI011 30"x 90 - Bends lnSfa// 30'',Y 45 -BC/7CIS �- - /nsfo// 48 " 91a/Cr L ine CQsiry a--- 4075 /49// e/0W - Off 4SS'y. f9er"0 ve A Re/a/occ Exist Street pvrnf /nsfo// /6 " C. M, L . ?e C. Slee! Wt7l er h7sla// la " B ahW f/ y vo/ve /.7sto/1 30 "r 30 "x /a " 7ee NATER SYSTEM NOTES : 799' 32.70' 20.36' 4.0 {/! '08" 795, Z,5,' S4.94 ` 27 46' -5 041' /4" 783.25' 77, i5 ' i -Y 90' A1150/7'04'w - /5.75' - 2'SS'35" 799' 40.8/' 20,4/' N 400 3 5'0 8 "E -- 2 2, 50, -- � h� of / 01 � °� ` •. v. 1111111 11110N vnG aad Z 5 E.r�a;A /o 'x SH .pce Construction Moles 0---- /sista// 30" C. M. L. jI0 C. S16,e/ Wale/ //7SI011 30"x 90 - Bends lnSfa// 30'',Y 45 -BC/7CIS �- - /nsfo// 48 " 91a/Cr L ine CQsiry a--- 4075 /49// e/0W - Off 4SS'y. f9er"0 ve A Re/a/occ Exist Street pvrnf /nsfo// /6 " C. M, L . ?e C. Slee! Wt7l er h7sla// la " B ahW f/ y vo/ve /.7sto/1 30 "r 30 "x /a " 7ee NATER SYSTEM NOTES : 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND ZO REQUIREMENYS OF THE�CUCAMONGA COUNTY WATER DISTRICT. 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MINIMUM COVER. 3, THE MWIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM O4 IS P.S.I.P.S.I., RESPECTIVELY. 4. QFIE=" Wf)fi hA0 KktL-58NFQR"T9-&T-AN&ARE}-QF�AW+N /nslo// 4 ",4ir o� 1/acvurn dlFelease 1/4/ve ,oer Qe/ai/ v'hCer`,5A Ll- • ©E?�fttt-F•F1•RE-0 +&T -R1 &T-&TkNBrAR0--hh1&-8PE&tF-je& r 61e@N8_._ 5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS T 0 GRADE AFTER ? cA COMPLETION CF PAVING. 6. All water lines shall be cement mortar line and ® coated with lining, coating, and steel:cylinder as 28ZC' specified herein. 7. SAND BEDDING AND SAND BACKFILL-jN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. 8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY P qvv loo UT/C /T7' 3UPPaR7-t'eR 4CCW40 c974? OW C lVo. 32 WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT /2 INSTALLATIONS OF THE PROPOSED WATER SYSTEM. 9. WATER METERS TO BE -45 /VOTEQ 10. PRESSURE REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER l�} SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE 03) . 11. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C.. 12. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINE, TESTING AND STERILIZATION SHALL BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION 5 OF CUCAMONGA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS. 13. ANY CONTRACTOR PERFORMING WORK 014 ANY PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 14. A PERMIT WILL BE REQUIRED FROM THE CITY OF F01v71,1A PRIOR TO ANY CONSTRUCTION WITHIN THESTREET RIGHT-OF-WAYz 15. CONTRACTOR SHALL RETURN A LEG I BLE •AND CLEAN SET OF "AS -BU UJ` ' DRAWINGS TO THE Cl rY of 4,01V7,4- 16. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTIQKI SHALL BE REPORTED TO THE CITY o,,c FD r,4,vA. + 17. CONTRACTOR SHALL NOTIFY THE 'C/Ty OF 1,c0A1rAA1 l AT- TLEAST LEAST48 HOURS PRIOR TO THE START OF CONSTRUCTION. 18. APPROVAL OF THIS PLAN BY THE C/TY OF 4-olV17- /VA NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF ANY UNDERGROUND FACILITY. 19.,.`►�1S6AR.Y.io-�EiiS��i�464-µ1W1��•-A.ARRFia1��EYDQk1B{s6-6M�6•�61�1�4�r1� . ' ��N^�FhktEEr--h�-�4-htrhr��t�lht-�hBlEFkE?W�-RFtF}ftG�1=T•©N-RE©F�l•REPIEN<F------ 20. �64N��ti4fr��P-V�f�O�FQ-1�V�E�D-4�LBrIOF�h�€r-�k�F�©k1f 10��-A-61e1C�•E���•}��}AD�4�F• n- 21., AT LEAST 10 DAYS IN ADVANCE, OR A MINIMUM OF 11000 FEET AHEAD OF TRENCHING, CONTRACTOR SHALL EXCAVATE, EXPOSE, AND DETERMINE, ( POTHOLE) THE EXACT LOCATION AND DEPTH OF EACUP AND EVERY POTENTIAL INTERFERENCE AND CONNECTION, INCLUDING, BUT NOT LIMITED TO, ALL FACILITIES SHOWN SPECIFICALLY (DEPTH AND LOCATION) ON THESE DRAWINGS, OR WHICH HAVE BEEN MARKED BY THEIR RESPECTIVE OWNERS. CHANGES OR DELAYS CAUSED BY CONTRACTOR'S FAILURE TO "POTHOLING" POTHOLING AND INTERFERENCE LOCATION WORK SHALL NOT BE ELIGIBLE FOR EXTRA WORK COMPENSATION OR TIME EXTENSION. I See Shl. a Al rS �f/Ikme h 1 D� `S6W 71 See Shf 3 1 ANG I NEER' S NOTICE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES JR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE,PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR'INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT 6HALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF -THESE PLANS. 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS - CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH -PRODUCT IS AT THE DIRECTION -OF THE JURISDIC- TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL OSHA,& EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. Confr-oc�or r`o Cont�oc/� Prio.� r`o Consl�i'uc'�io� g yy J• R J` S SPP s� .4�SS O wesr.. PZA(I 717/5 IV/an 1-2rc04red b y J P,Kaoo 4%sa Vicinity Map Mrs 0 - h�iyhfond E,rit from F��y. &gad Ave. 30 V ,4remade C017SfrUC11;2/7 /I/ofes and ES/imale of 0u0nfiiies O /nsfo// 30" CO.. L. OC. Slee/ Abler As Swec/fied /n PrO le• 2,84 7L�c ZO /ns/o// 30 "x 90 -Bends 2 E4 O3 /rfs/o// 30" x 45 - Bends 8 E4 O4 117s /r/ 48 "!?/o%r Lin e Slee' Cosiny /2 " 1h ick 99 64 /nslo// 4 ",4ir o� 1/acvurn dlFelease 1/4/ve ,oer Qe/ai/ v'hCer`,5A 2 E9 O /oslall glow - 06' ,piss y. ,oer DC14,il , het; / 5 A ? cA O7 Rem o ve rr✓nd ge'01aCe E'x/:sf:Street Pv/» ,lig: &� � � �se . L 5 ® /n.5-/0// /6"C./WL.eC. Sfev/ Wq�er• (B Go, /1 "ZI;zby, 3/4"��a�>r�y� 28ZC' 0 : � 7.r1r// ;/t " u/der• /y valve pe r Pe t o i / 5 h d e f 5A / 6-4 3'0 x 30"x /6" Tee / E'14 P qvv loo UT/C /T7' 3UPPaR7-t'eR 4CCW40 c974? OW C lVo. 32 / tC-,4 /2 /nsfal/30" ff�f 1 Value eR e�'a,`! Shce t 5. v f y P / E4 /3 117910// 24 "Mar7WO/ fir, 1_?ef011 Or> 512e&t 55 3 EA l�} C4NST. 2 .SAc,�G 644113Y PER O�T,q/L `A syr. ¢ . 4•0 G L F Schedule of Drawings 1. Title Sheet, Notes, Location Map Summit Avenue Sta. 37+00 to Sta. 40+28.74 2. Summit Avenue Sta. 40+28.74 to Sta. 43+04.96 3. Summit Avenue Sta. 26+00.00 to Sta. 37+00.00 4. Summit Avenue Sta. 14+77.27 to Sta. 26+00.00 5a. Standard Drawings 5b. Standard Drawings Kt V 1 b 1 UNb J.P. KAPP ASSOCIATES, INC. NO. DESCRIPTION DATE: BY: WAN 7-!71' t- • "v ap. 4ocA7vcz t/ oolp E &uAGE flOpso co A4 sr. �/oTE �'4ur7�criTy sjza 9/ A�vEb SdtCK 51-z�eY CIVIL ENGINEERS, STRUCTURAL ENGINEERS, LAND PLANNERS & SURVEYORS 3 G'///�/�l D /�'-✓ ��e �' ST��GY•4%7/tfy'O 7„ 23,Q� �(/f13894 PASADVNA AVENUE TUSTIN, CALIFORNIA 94680 • (714) 730.5757 J.P. KAPP R.C.E. 22015 DATE 1 CITY -OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT ore.n eye 7/'//c Sheet -- 10/oa �P�ofi/e Designed by: 30 " W0I7�'/--o17s1771ssio17 //7 Dot. / in Sumrnif ,4Ye. West o{• I - /5 Fwy /4,91-0 • Chocked byt bGA •Appov•d� - - �t/7�