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HomeMy WebLinkAbout983 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES * GENERAL NOTES DESCRIPTION QUANTITY UN 111LE SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA NO. STANDARDS AND THE STANDARD SPECIFICATION9FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE '� �� 59 35o Sf ' STANDARDS AND SPECIFICATIONS. CONST 3 A.C. OVER 4 A.B. 2. ALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, 2 CONST 6" CURB 81 GUTTER PER STD. DWG. N0. 303 (MODIFIED). �i»I LFTRACT VALVES,F/REHI'OrfANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY 71�'So Sf 129 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, 3 CONST. 4" PC.C. SIDEWALK PER STD. DWG. NO . 310 . RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4 CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 305 "" = I L 8745 SF 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 402. . 5 EA RIGHT-OF-WAY. 6 INSTALL STREET LIGHT (5800 LUMENS H.P. S.V.) It EA 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. SIEVE ANALYSIS AND SAND 7 Go,C/6j. EQUIVALENT OF AGGREGATE $ASE. STREET TREES !03 EA rr' / l 12,938 x 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL J J-�r� BE CONSTRUCTED PRIOR TO PAVING. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A lI Il WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. AT THE COMPLETION OF PAVING,A MATERIALS REFORT SHALL BE SUBMITTED TO THE CITY ENGINEER. E,1'/.�T/N6/MPROYEMENTS T E ! / / LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND 1ER PM. B6/7 ERRAC V/Ew I I I LEVE A L A V /� ( I I I I S NA YsIS OF ASPHALT PA ING. \ 8. WHEN IMPROVEMENTS ARE TO OE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE C TiP.lCT SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER ?¢ TS Zfi 27 ZS \BoRY THAN THE NATIVE MATERIAL. \ 3/ 32 13 3¢ 33* $37 ( 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE \\ CORRECTION OF ERROR AND OMISSION DIS70VERED DURING CONSTRUCTION. UPON REQUEST, THE 209 3� REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. (' r /� I � r ,� �' FET 9 > 2 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE, J T1�1 J—,./—�—, ' _ �O 111 � 5 -� THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. J \ 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE r �� ... INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER,AND SHALL DE ACCOMPLISHED IN 04*4. + CO!/R COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND Z3 22 Z/ SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR /9 SIREET 43 4Z 4I 4O 38 INDIRECTLY FROM HIS OPERATIONS,WHMER OR NOT SIKH FACILITIES ARE SHOWN ON THESE PLANS. /d SISIAVI P) 4 #4 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE 17 ✓ INSTALLED. ` TRACT DDUNDA,eY ST,PE L/GHT rYP _ 14. CONTACT ALL UTILITY COMPANiE5 AS REQUIRE, 48 HOURS PRIOR TO EXCAVATION. 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" D014EL PINS AT ALL EXPANSION JOINTS. QUANT/T/ES SIS w ARE FOP PERM/T PeIRmsE5 ONLY. �� �¢ 16. ALL GRADE STAKES SHALL BE SET BY THE CONIeACTae GIP E�!/C/ �P. t,41VIAV frAt-s SAM& BE SET CONTRACTOR 0 TU DETERM/NE H/5 OWN QIJANTI T/EJ \`` /j At ACL H/�G'E PO/NTS',E1�GE Of off ME�t/r X17/rVTS !t�/TiY/N 7>D/ Of Sl/B G'�/JG8 ELEI�AI/GN/ A�f/O Al NOT (� r rl /6 A10kr &XIV 50'/NTE�PWZ6, ,40Y�/T/O1WZ 9lAxCES ff4Y BE eFiC//,PEO BY C/lY E/14571,/EEP AS PIVD 610 A COMPLETE JOB r T�T\` J 1 2 J 41,J ) $FE 4(/ ¢7 ¢8 ¢9 � NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL N•3 e TRACT dlGt'/NGu�' BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. $lam wr . 9 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. v �lON�p tDr 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE cc r ~C& DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. I 7 t�S ` 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. J 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE I srREEr CHrITY.J CONSTRUCTED AT EACH INTERSECTION. 3' 21. PAVING SHALL OE PERFORMED IN ACCOKOANCE WIT)♦ R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTRUAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) 46 EX/8"PYP. SraW GWA I P.M. 66/7 EX/STrN. � /MPTOf�EMENTS </ T i r1\ "r 12,937 / , f PRIVATE ENGINEER 'S NOTICE TO CONTRACTOR Bomo'vJ' rr /\ r J2, 413SER /M 86/7 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS 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 FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. INDEXMAP THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE ,SCALE: = /00 RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. ENGINEERS NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE Q��FESSI�Nq PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR A. SC, NOT SHOWN ON THESE PLANS. 0 ti v� yZ y2 to 25911 rn �.!/OEf�N.4LiC EASEMENT S�.t'/DEN/AlX EASEMENT Exp. 12/31/89 u+ ANO PUE. AND 0.41,6. S CIVIL 1\P lgTf OF CAL\�O� 50' COr'f/1.9�'l TiS�E FOLLO!✓11fle �9S ,ar0W1ffP. 7/ , - ,8- 7- - -- - ---- - -- ---- -- --I Aem&rel sirE�8 fi�OU/PS ��P/DSP TO E,rF'Lr91�.91/Ort/-- TRACT NO. 149¢4 3 4 I so�/rryE,P�v o.�tFo�P,��� cis oo�y�.�NrDANYANST 0 F CITY RANCHO CUCAMONGA B/,��y sT T A CAL. 9262/ (714)6Z9-0889 (7/4)529-ZO70 o.04 y =,- SOZ171 cleAl�.9L/f* "14 Ew/sD�t/ L'O/l�i9rt/f' FOOT.//LL F<✓r Q F� STREET IMPROVEMENT PLAN UNEP_ I7Y 714 *� r. — ——— — ` f /35/ E. "WNC/S ST. (FUTURE) 3 �: - OrVTH.P,O, CAL. 9/710/ — _ — _ _— _ _ = TITLE SHEET 3 I 9810 -586,/ y/C.�,/�ANO 119I1E 2 2 CULAMOrt/!'�9/NCD. !✓r9lEiP D/STIP/Cl•' � JORt FOR ,PANC/►t7 CUC/IMONCA !'AL. 9/730 > TRACT 12944 TY�/Clo9L SECT/ON T. 7 _ 6- DEVELOPER: six- li�P�9L/ IELE�i1Orl/E Mlyll4f/l'•� APPROVED BY ExPieEs DATE 2_-9K REG�,57;Q,9Ti o,V S9r✓ BE�P�c/H.eo/�t/O f6✓Y iz_3i 89 LoaPPER PASS eovRr R 0 ODEVELOPMENTCORP 80 . q' a4z. , BOX 2920 -- = CITY ENGINEER R.C.E. 23889 MA LB R UGH �MD/t/fi', CAL. 9/7GG L Mr. fAN ANTON10 .srREET �BOo� 422 ¢/32 K DESIGN (; RE ENDED M�' MOW COURT 2029 CENTURY PARK EAST /�i9C/f/C FELL C'011vIlw /Y: SBM HALL & FOREMAN, 1 NC. 151646 LOS ANGELES CA 90067 393Co,Po/c%9oo ST ` DRAWN 3186-L AIRWAY AVE. SHEEI AN.9HE/M 4r19. 92807 (213 553-5153 (7/4J 9995(039 ^ r r° G.F COSTA MESA, CAL. 92626- 4675 t 3 1�/G /N// / �/9 (714) 641-8777 OF YY NOT TO SC'ACE CHECKED , S R.C.E.NO. 2"/7 DRAWING NO. DATE FILE NO. 4743 4/.N. 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E,r ,� ar N�r ,s� . , : . 3 , i _ _ - : _ �• n i . ,w VERTICAL I =4 _ __ - . _-�, - -----, _________._._,_ ______. _ -- . _ _... -_- "m __,...__. __ , G 7 8 9 10 40 0 40 0 12 1" 40' = V scale feet ZS % �. k 1 �¢. % 26 P 35 E , 33 4 ^ td Oti ACE I� p 0. 12 K. } Ito 161'. F bo I �/ t� I a, ,e to o z a �.s V � 5 /.U.E.AND S/DEIVALK EASEM£AIr. 2 � z .D W !M •r J V L�4t.aj-_ _ 3 . tT N 2 1=8_33 ro -� S f ��T-�_ _ % _ /6. / t S P.U.f" aS/OE1i t,f EASEMENT �' `L.f �as , 4D \\ - 0% __ - Ll .uv b b - , R, % -_- --L=53 R .� �'t� � rte' '"� LOT D �. 107 M ��•- i ttn tb © 1•as 3j�\ '. A 1< �\ 3° R -53.00 - -- ,%1�45-3�� ��1��'�� /�rS9�I q 47' E � 4� /�o,79fi. N .. r. ' A t�i ¢� ?+. � \` '� �\� Ib + ,.�.sss 23 �i y's f bt�� �,04L T fC. 1 1� b.z f t¢ Z - - R o J 5 P 86 �,,., 1 Q'�• ' / X 40 L . t �3, L. � ' ;- �`i \ - 1 :� g L-18.pp F , (y„ Ik' l\h sI _ =96_43_-- L=20.99' - `C•�: /� -- -- �s� 1j ��\ ei� r#f� _ L 05_01` -- - - L� �.� P 7 > - - / = 8 \z\ 6 I Nd ;45.- 2 , & 3 s _ 11 // - _`_ �� ql� 1►ti y r BCR -_L-sa.23 __ `• Itzi ECR ��ti b� z o � `'o �`' II I +. s k� Qp� e 4 . w . .9 AZ'y �' ?3 T2 if to � a � ; �, v ,y � 39 � :1 P II I I .,� SII N 18 !7 ,, 43 ; W 4 4 � 44 ti n � 45 ti � . k- 11% -SZ& sHaW Ar,f Miff zdw/rr�x v CURIE DATA S/,Ir V GSC �iVO� G sem)/7 14re Tif'/S f _ 6 CONSTRUCrTION NOTESCOPPERPA5COURT -756.4 J4/JJ ,¢R°- /7920. T 1�- COVST. 3" A.C. ODER I'"-9B. 33 47'58' 60.00 3 .3/' /8./B 2� CONST 6" CURB B GUTTER PER STD. DWG NO. 303 OV00/F/ED). L� 09 C 96 /3'38 !o.00' 48.41' ?5.fo/ q CONST. 4" P. C.C. SIDEWALK FSR STD. DWG. NO. 3/O ��' 34'/7'/0" 500.00' /79.53' 9?. 54 CITY OF RANCHO CUCAMONGA 4�-- CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 305 (W=l6' UNLESS SHOWN OTHERWISE) Q�,��' 1'3 37'3/' 3/8.00 /3/./Z' 66.5/' 5a-- INSTALL STREET NAME SIGN PER STD. DWG NO. 40/b �� ��, 2o.7/'37' ?87.00' /oo.-Zi' 50.6¢ PLAN AND PROFILE 6a-- INSTALL STREET LIGHT 16000 LUM--41SI A,fl!) ��� Q�r 39'57' 3" 35aoo' 24�0�' /?7. 23' FOR Q�pFESS/pN meq;/¢oo"" �3z°o; /¢ofZ' �/le' COPPER PASS COURT ,� 0 p 1 / Z6 30 $f3 3&8.00 /70.28' 86.fog It � ��`` ��o a s q y " TRACT N0. 12944 %0 �ti. p C/ E` //O ?O OB ?0.00 W. 28.74 y �' 87'02'27" ?0.00 30.38' /8.99' • co ¢ 25917 ? m 89.34'35~ ?0.00 3/, ?7' /9.65 1 4 � Exp. 12/31/89 r 80 ?i 27" �Zo.00 J. ?8.05' /ro.B9' ( SEE GENERAL NOTE NO. I �► * 7109 5�" 368.00' /3 9v' 0.95' APPROVED BY EX�SeEs' DATE Z2 �" CIVfI- �Q /Z°S3'32" /000.419' 225.01' //Z.98' CITY ENGINEE 'Z-3'-B9 R.C.E. 23889 4rE'OF CAL1F��� /Z' 53'32" /O/BOD' P29.06` 115.02' DESIGN G RE M NDED /Z°d3'32 " 9997.m' 220. 96' - //0.95' M HALL 8k FOREMAN ,INC. �_� 38044'ZZ" p0.M' 40.ST' 2/,09' DRAWN 3186-L AIRWAY AVE. SHEET s A.V. 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