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HomeMy WebLinkAbout745 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES: ! GENERAL NOTES: eVNSTRUCT 3 " A.C• OBER GO�lIPACTED /Y.9T/vE (SEE GEN. NOTE *4) /o%/�7_$4 TITLE SHEET FOR , 35 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO Ct7NSTRUCT B" CU.`TB > GC/TTER PER STD. D!'YG /t/O 303 X3-/1 14,F0 =i0. ?^ CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND 3 f0/YSTRUCT 6" CURB �'` CiUT�'ER PER -5TL7. 2#g: NO 303 . 4,S7SG•F. SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS . 2TRACT. N0,a 11934 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 4 CONSTflUCT 4" P.C.C• .S/ h7$1 Z11 RE/? STO Ol�l'6 ti0 .�JO //,31g S.F ��° �: p� WATER-METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE S CO/V.5TR!/CT C�rQ/!/EI�YAY APf'l�OACf/ PER STD. 9005 410..303-lW/OTNS#OWVONPCAN:W IO, /9� S.F - PIANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVE- MENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 6 / TsILL 5'TREET /Y�f/!E5/G/� PEF�STO. �!'YG. /1/0. 40J6 // EA• IN THE CITY OF RANCHO CUCAMONGAV 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 0- cola RC/CT _.5,4x YDREL ¢l GUTTER R .STD. omr m0. yaw .x,929 I A � � P,, _ DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF Q RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.-_ ' g EONSTRUCT 6" TO BN e'&IW ONLY TRANS/T/O/V /G2 L•F. COUNTY OF SAN BERNARDINO, CALIFORNIA 401 4. THE STRUCTURAL SECTIONS SHOWN ARE M� NIMUM. AT THE COMPLETION OF ROUGH GRADING, SOILS TESTS.. -INCLUDING "R'!f VALUES, HALL BE TAKEN AND A- MATERIAL 9 CONSTRl�IT LOCAL DEPRESS/O/V PEI ,SrO. 49W67 NO. .S/B C84 5.1= ILEA. ) 4 EA. REPORT SHALL BE PREPARED BY A QUALIFIED SOIL ENGINEER. THE REPORT SHALL •-T !Q /w5TALt sroP 5/671Y rYPE R/R jp` srOP BAR RZ2?sr0• DWG /YO• -veOZ !EA. �5% CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL !/ CO/YSrRUCT S/OE`YALff 4` fXI-IR PE2?.51Z OOiF /YO 310 f OETA/1_e) �5/-/77 1 2,3�Z :o - W STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 5 . ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, 077:>12 CONSTRUCT 0�2/1/EWs1yAPFR4�1cy PE.e 57oWO- A./O• -_-n06- Z,760 S.F. 1� 'p/ TRBO NOARY �0. '�j�y/ TYPH "OIC,^P 9^^P IC^L- AOR CROSSING° SHALL BE CONSTRUCTED PRIOR TO PAVING. 13 //Y5TALL STREETL/GfHr 26 EA. A�A-' n.v/. IIJrEf�S GTIIJC� 6. COMPACTION TESTS ORIGINAL GROUND ANDFALLBSUBMGRADESENT NSHALLTBENO TRENCH PERFORMEDBATKNOLCOSTOTOATHENV *�'• �'�� A WRITTEN REPORT WITH THESE COMPACTION TESTS No ��.L>✓ CITY OF RANCHO CUCAMONGA. 14 f�r�,Rf/c�-EIA /InvLoor .r n �� E_ fb`� 9r�' SF At `3O '3O r�lo Polw-r SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACE- enc a�- �F Az - l< _ /,Z ' ' /8 /Z O �ruc2� MENT OF BASE MATERIALS AND/OR SURFACING. /S � � r 'y-4 i vt-- 11V5 l\ 7 . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO ,. LF Q . ¢ 7.5 _ _ Q�1 "!.5 4' 0.5 �- THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY 1 jiF �I�%FT (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. /, LE!/EL 3 (B) STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING • - //���/// ��i � ^ s�8 . WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY /8 C-ONSTRl1GT 6"'CURB ONLY PfR STD. 0kY9 JYD. 30/ Ifs Z F 0.5, ����ii�jii ����'�� �������� � '��`�ii/� 2 ¢ -1 JOS' ��� - �" MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED l9 CVNSrR(/Cr 6" ROLL,ED CURB of auTTE�P PER STD. #30Z 32 L.F. 2 60 R .O.W. WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. „ _ 3 S/DEW�4GK /SFliTURESTREETTREEEASENEiYT 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY CONSTRUCT 24 P/RE LANE 2 SANDY TOP SO/4 OVER 6 CLASS 2 /¢ MAX. A..B. OVER TI NO SCALE I 2D < n 70/ 5.f" TYPICAL AL STREET SECTION -_ FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. COMPACTED NAT/VE) S/DEW'ALK THRU-OUT TO f3E 6 TH/CK. ?/ COit/ST. 43/¢ '`A.c. ovE•e coMPAcT�� wgr�v� . 27,572 S.F• 15elo 'R aay Srf'EEr 1 s� UPON REQUEST , THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Z!' = 7. O O s- !'6 TO THE CITY ENGINEER FOR APPROVAL. 22 1:AkALL, rreE w-5-3 S/GN PER lALTR,awS STIR '�¢-/6r 0 �A• R�j R� VARIES 10 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, 44 NA -� �9� ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON RE- 4,4 f0/YSTiQUCt .S/OEI�Y Lfr TF�i4/VS/T/O/i/S41YO B ,r 8"O�E/Y/NGS //V ooW,11f fJf? Z3/ JcF �. a �Q C QUEST OF THE INSPECTOR. /lr�l/LBOX POSlS' SER OETQ/L Sf/EET /f/O. 6 py E pL_ P (y Z 2 ' � �; 8�• 11 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR 2�k /N,,9TALL TYPE N 'REFJ-EGrOR �R , 2 EA. F ��� 7 ZZ i 'L' h ;h R' - AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, / .A•.5� ¢ ' /g ' /8 ¢' A-6� P.U.E t���1Titi1G� + T AQ' - ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY 0- wP.uc 4.5 �>n/ OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ` 0.08 I CM5, 4". ORDINANCES AND STANDARDS. 0- o.s O•S rte- ��`� ;.! a" ter. oLETiEL - UNE o %4"_.._��r SeE-1T _� 12 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF - /. 7 / _ - WITH THE SITE AND SHALL BE SOLELY RESPON-S I BLE FOR ANY DAMAGE TO EXIST- ING XIST- ING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, = 2:1 ,�„ ,� .� i .••••. ... .. .• .. . .. . . . �. .\. .. .:. �:. . . .\� .\. , . . . . . • . . . . . ���� -� ��• �-t- TYPICAL_. ' I--�AI.J t�I GAP 2A/"�f 3 ��u//��� v �� // /��///�� ��'� �� J' \ � ,C�•L{•� EZ.O•�. 11�1TEFZGJEGTIt�1C-- WHETHER OR NOT SUCH iACILITIES ARE SHOWN ON THESE_�LAf�S, _ ! ��1 R.O.W. / 3 13. SHADING ON STREET PLANS INDICATE A.C . PAVEMENT, DETERMINED BY STRUCTURAL �� �•0•W SECTION, BE INSTALLED. TYPICAL STREET SECTION NO SCALE "0 9>C-ALE 14. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. 15 . ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0 .40%, SHALL BE STAKED WITH /`!AR/DOLL? CO(IR r Z'R/S PLACE 3' OFFSETS AT 12. 5 ' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION 1RON9ARlI 0RIV0" cRocUS COUiPT JO I NTS.,�" G/-!/tKSPUR PLACE" OE/?A/1//U/`'1 PLACEFOLLOI�Y/Y/I�G, A.5' of aoU//S'E,O, 16 . SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE J"A$/`!//VE COURT swF-Erov/� otflve SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE T1- f 5-5 f/OU�.S• �A� E.>1'lAlii4T/O/Y' POINTS, EDGE OF PAVEMENT POINTS WITHIN 0 . 01 FOOT- OF SUB-GRADE ELEVATION GE7YE/?ilL TELE ONE CO •' I9OD� 422-4/32 AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS, $UB-GRADE STAKES SHALL BE IN PLACE ZBO s: LOC!/5T, PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PER- _ SONNEL.r f0/YO/Y,4, GA. 9/7�f6 17. IF THE ASPHALT` CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERI LANT SOUTf/E�4'N CAL�F17iQiti/A GEIS CO. �7I'/J SZ9-2949 REGISTERED BY THE E . P.A. FOR USE UNDER A. C. AND P.C. C. SHALL BE UNIFORM- LEGEND ,�/9/ E. B/,yfy �7/�> 529'2010 LY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT B,QE,Q, WIDTH PRIOR -TO PAVING. 6" OR S" CURB i; GUTTER �fl. 926Z/ 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CON- CUCsI/10/YGA CO `YA1ET>� .O/.STiQ�CT' t'7/-/� 9�7'ZS9/ VENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINA- 0- _-'"-" �---- A,C. PAVING OVER A. B . TION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF STREET NAME SIGN LOCl1! ION 9"! SAH BEf?Ni4,?O/NO .W,,40, WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN 'THE RlAtl_10 ez"i10/YG,A, ESTIMATE .OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS ----- STORM DRA I N L I NE(5EE STORM GRP,APLANv o G'CTN DET.) CQ. 9/730 , OF WORK. �:��� ENG//VEE/PS N07''/CE TO CON7,,?ACTOf?.3 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF 0-- • • CROSS GUFIER QUANTITIES . T//.E FV/STANCEAND LOCA T/ON OFANYI_IlWe P G?OUNO el,-11-17-YP/PES TRACT BOUNDARY, 5U5DIVIv10N BOUNDARY OAPSTRUCTU/2E3 S.VOL!/NC 777leSEGLANSWERE007A/NEL;l BYA 20. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 �- STREET LIGHT SE�CNOfAYA/L4B�E�PECOROS. T/lESELOCAT/ONS AREAPPROX/A�9ATE SHALL BE CONSTRUCTED AT EACH INTERSECTION. ANO SHALL EE' COrVF/i?MED/it/Tf/E F/ELO &)"Zs E CO V rVACT0.4, $0 - -- AT,y{/04T�ANY.NECESSAR.SYAOdUSTMEN,T CA,TV BE MADE /NAL/GNMENT 4PC' SIDEWALK THE CaNTFACTOR BARRICADE /S . .2E0 TO TA.C�EOUEAW. AUT/ONA,?YMEAS&W,_.S70 , A�OTECT CIVIL ENGINEERS N0 TO CONTRACTOR : ANYU�'/L/TY L/NES �ON/N ANO A�S/Y 07'1.1P L/NES NOT OF RECO,PO ~- -- TEMPORARY PAVEMENT AT END OF STREET Q��Tsh�lt/iV ONT.yESE P[.4.VS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ` - FOR JOB SITEJCONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- _ PE,DEsrRIAN RAMP f,/EP / C4 / V/ 8 / JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- LOCAL DEPRESSION AT CATCH BASIN • /�-`�/ F.PANC1s ST. MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 40AVTEiP/p1 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ---r- F/RE h'Ya ,o�r G�4• 9/7l0/ OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTICN WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER FOP ✓�'TOrP�!-1 O.PA/N OR THE ENGINEER. STO�PM OR•4/,t/ /MPRO(/E"/YIENT r-eAi1/, NOTA- rON 5 I bI�WALKS iPANC//O CL/C.4M0, oA ORA`f///VQ NUMBER 753 O. @ CUL- Dr-,- 5AC5 AN t) AT _ 0- MAIL1b0X , 5rF PP.-TAIL- 0- ON 5H SFT 6 i =� s NO. DESCRIPTION OF REVISON DATE APP'V'D �PRo/�sEoJ FR�y H/GNLA/VO .4YENL/E -- f� A3El�/SED QUf1NT/T/ES �` ��717. �LA�Y�Ur'1BE.�S /2-1-�Z ' �C•43 va0- j 2 .4E!//SEv auAivT/r/Es /lz-83 \, 3 ADDED SIDEWALK,UNDERINAI-K DRAWS,CROSSGUTTER,WHEEL- 1�I HAIR RAMPS t RELOCATED ST.L AS RK3 D WI TR 121333 SHEET 2 J �, Saacvv/s/ON •, coo BOUNDARY I Q( ?%y TRACT Tf;AGT BOCJNOARy s�Ew��v>T4� I Q � L� 'Qaws o-- CITY OF RANCHO CUCAMONGA SOUTHERN P/�G/F/C RR y I BAs /�E STFT'Ef_T //`7PiFOP2EI15EI r 1471-ANS h rRACTVO. 11.994 "L 1 APPROVED BY DATE 52'x`/' � a � v --SQUtflERN__PAG'!F/C--fZA/G ROAD R.Q•yl! - 7"RAGT B�.YJiVOARY CITY ENGINEER ' > R.C. E. NO. DESIGN BY: M D: / FUOT,�//LL BGY/L�.�RO HA _L AND FOREMAN, INC. M.A. 3186 - L AIRWAY AVE, DRAWN BY: COSTA MESA , CA. 92626 SHEET (714 ) 641-8777 10F 6 �N,DEX /yA� ��C�NIr /IAP CHECKED BY: DRAWING NO. ,e1/O.5CALE -__ . NO 74f M,A,H. DAT 10 �l / R.C. E. N0. 8340 . f \�oma,, - (�. I a N o j ' 1 j I ` ' _ w __ .. __ _ �.. _ ,y ,., a �� :�}J�PZS6��/�� �� z I 1 _ _ -- Q M9F._ , l t .�_ _� >,_,..__ _ _YW,.�;r� _. _ _ �_._._,-_'�w�.� u_ _ _ _ I _ _ 6 I I Vf �. LL Z 1A ��¢.� . .� . w� _.__ ��_.._ �_�L _WW �Ww _ _ r__. .�.._ 4». o W $ V) _G_� }- ,--:-- -� .;.:-*,[�..._.,-,-r �Lrw -,, __��..�.�_.._,. --,---- w.._ri,__ ---- I ,.- --,�. _._ �, -w. 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