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HomeMy WebLinkAbout266 BENCH MARK PER C. S. F. g. x'1013 2Yo A R. R. I11S SPIKE 1N P• P. I611T6gSE -* 705' So. 80 E. OF !lVT. OF 81h 5 TR EE T ' 1113 R0CHE5TER AVENUE . ELEV = 1108 . 7/ tET3 4 _ ESTA6LISHED BY COCtNTY SURVEYOR FOR ROCHEbTER AVE. R EKISt GROU90 31 r LT: Ilii itoq 0 SECTIONS - ROCHESTERAVE . If Oct _ 5 -•�� STA. EP <V F.L�@ PL. Rw; dP 1107 �- y--j- 3 2 LT 12 Lt t Q Rt 3 2 hT �/y R T 3 +60." 1102-35 1101.73 1101. 73 1101.65 1102-q4 1113 Ito 3 �- q+ 60.04 1103.4 a 1103.13 1103.15 11 0 2.eY It 03.57 txIST. PVMT: r y 11 If! 5160. 110+{.x{0 110q. YI 1lpY• �1 !10'1.19 11O'f.70 1101 y -- - 10(T 6*60.04 1106.20 1106. 135, r1os.Qe 1105,.66 I/o5.eo rlos.73 1107. 20 1106.47 1101.12 1106.88 1107.oo 1106.106 � �` o• � to w 1105 + ,_ m i �- 8+i0.o9 1108.40 1109.19 1108.36 1109.16 1108.20 1107.95 r y y-- _.•- co ERt ST. GROUND 32 AT113 7 0 O 1 L,3 1103 .�- -� o _ } y-- 9�6►0•09 1104.130 11oQ.55 1109-72 IiD4.SS fl 9.6 109. s _--- !1 1 1 t q0.10 1110.+ 0 1109.49 1110.17 I f Oq.95 1110.120 1109.63 11 o i ♦ 7C. 6 l.2q% - - ` 1.71 1i0q FL. AC BERM EXIST. +80.12 1111.20 1111. 15 1111,31 1110.41 1111.00 ro 1 10 7 1107 Ka-N ro * 11+90.12 1112.74 1112.35 1113. 13 1112.37 1113.?y Ino- - p o- Or ctpti ► " Q �m0O + J I2+90.12 111 .79 III q2 11t�{.52 1114. 11 T a W W Uv te 1103 -`'�' -�.- Pru o ,a t4 + m °� �` r 0 p O O 0 tD SCALF GENERAL NOTES U " 1. ALL WORK SHALL HE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY Ifol ♦ �+ H OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS. HORS. 1 = qO 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METER, VALVES , HYDRANTS , ETC. SHOWN OR NOT SHOWN ON t 1 1 t t rp t It + 12 N I3 THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT f G $ 7 ti AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR o C o g 9 RELOCATED AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. .4 O p0. O ; 3. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND v f Q. * + N tu PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER E b r i W LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE PAVING I cc CONTRACTOR AT THE COMPLETION OF PAVING AND SHALL BE ACCOMPLISHED j PER CITY STANDARD,5 W 4. 411HEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVE- CD WAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH CITY DEPART- MENT STANDARD DRAWING NO. 3o6 AND RELATED SPECIFICATIONS. 1�1 5. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY - - - - - -- o DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY Ll O N FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON 8 O o0 0 0 . O C I f THESE PLANS. ' Q + M TER MH ; _ + -- -O - - - - - - - - - - - - - - - - - =- - - - - - E.P * - E. P_� _ _ _ - - E. 6. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. A - - - - - ._ � _ - - - - -- -- - - 7• 1� A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA Q E + -AVENUE N U F ~ '} ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION { + + R CNESt R_� + + "� + ` WITHIN THE EASEMENTS OR RIGHTS-OF-WAY. C - - - - - - p tti $. CITY APPROVAL DOES NOT INCLUDE ESTIMATE OF QIIANTITIES. 1� As"at NATER MM To *pAvIff - - _ - - - �. _ - - - - - - - -. - -� - - - _ _ _ _ _ _ - 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR A071W GniER e1l1 �GRADE r� : I TAPER /p - - TO CONSTRUCT THE WORK TO THE PLAN GRADES. E7clsT R.W, fx15T. Itv✓. ,� 6UIdE MARKERS_ 6 10. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT StTB-(TRADE EVALIIATION, SHALL ♦ 'l 05,11 �s y PP s►�.�t39E - n>ac�. . .o sro 403 TYPE y/ y BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT `, R.W. Nvo. Z'�, O ^ ALL HINGE, EDGE OR PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF FL �0 �Oxboe-� a -30`-+ -23' f�. � �0o - �: SUB-GRADE ELEVATION AND ATNOT MORE THAN 50 FOOTINTERVALS. ,� 30 --� ^ 9.59 � ' O ADDITIONAL STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT¢ \ ^ a O �o H = CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. � F ( N O v + - 11. COMPACTION TESTS OF EMAANKMF,NT CONSTRUCTION, TRENCH BACKFILL, [ V w t U U m LL COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE ACCORDING a • W I LL H ti H M TO CITY STANDARD SPECIFICATIONS. A WRITTEN REPORT WITH THESE } � ,► 3 a a W AREA MAP-P-- COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION � DIVISION OF THE CITY ENGINEERING DEPARTMENT FOR APPROVAL, PRIOR TO 2 W Q O O i PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Ar. (u T. a • 12. AT COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT LISTING ALL TEST OR DETERMINATIONS ARROW N/• COMPLETED TO VERIFY: 2' �+ m k tu (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OR AGGREGATE BASES. ' PHASE a 13. WHEN SASPHALT CONCRETE TABILITY, OIL NISNPLACEDT AND SON NATIEVE IVEYSOIL WHICHSIS OF HCONSISTSALT AOFNG. o -PHASE IT ---��--� + G) A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL v- � 0. 03` 20 ! � ROCKSRUDE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS R T 14. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE M:1� N ���vEL `� `ate PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER - .o --. �,I• x TO THE CITY ENGINEERING DEPARTMENT FOR REVIEW AND EVALUATION. - SPECIAL ROTE FROM PRIVATE ENGINEER TO CONTRACTOR SItE APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE RLrmovE BEAM comsT-. CURS GUtTEA CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND OOMPLETE BEEN MET. E JoiN A.C. W1tM SA%s cut Eaac RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 3' FEAtHER CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 7� STREET AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS TYPICAL SECTION FROM ANY AND ALL LIABILITY , REAL. OR ALLEGED, IN CONNECTION WITH THE ROCHESTER AVENUE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING a FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. E r�tC>!��E E f,I���f r,E f'�,f�' !��E t�� CITY OF RANCHO CUCAMONGA STREE STREET IMPROVEMENTS OF ROCHES 'T'ER AVE. 435' S'LY OF 0 rh STREEr CONSTRUCTION NOTES 0 U A N T I T Y ESTIMATE CITY PRO.7EC '� DR -79 - 39 15. CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA AT LEAST APFKQVKD 186 ltEMOvE EXIST. A. C. t3ER1''1 PHASE I PHASE IE ! TWO WORKING DAYS PRIOR TO COMMENCEMENT OF WORK AT TELEPHONE Z 17 (� (714)989-1$51. e CI Y Nkt4eER RE D tE ® CO N sT R u cr µA- /1.0• PvM-r.. O N 6" C. A. 13• A.C. PA VE M E Nt 15 6 O SF 27 3 O SF 16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 1 A.G. GERM 9 O LF qq LF THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION ` ` r, ® CONSTRUCT 3 ' A-C. FEAT-HER ` VITRO STRAND TE�HNOL06tE5 INC ' 1 2O LF 2 f O LF DISCOVERED DURING CONSTRUCTION , UPON REQUEST THE REQUIRED GA T 1# 217f I~ - 401 © 0. A. CON STRUCTION INA ACCORDANCE Wit" STD. 0 306 CURB G TER PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER �. w 300 SF 300 SF FOR APPROVAL. C.M.c- it�6 ITER R STD. *30z DRIVE APPROACH 3 ® /79 CoNsrRucr 8 PCC cuaB � /8 6u v1= © ON St' RU 6A.C. DIKE AGGREGATE BASE 15 6O SF 2 -130 SF 17. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE C CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS 12/11/7 t1p-3q TERRY Y JENSOp C2237S f�N�741 3 60 S!` 6 30 SF OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING T Y jr ! � 7 1 OVERLAY � � G��AJ:MARKERS 5 6A A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT .! SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE < f 1 s F I >► p E E 61 `_ F': ` `'= CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.