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HomeMy WebLinkAbout1366 WAEV21DE BrnEblflNl WAEMDE' CVrIk' 7 - TINGbD Bbl Bl�4'55 /91!6C IAI ToP Off'Al 6- EVo OF4'x Z' 24E. DF CEljCTp/t,C'L. �tIVoE GCIGI/�RT E77 14NiW U / /A �/E e9N0 E�9c`E L//i/E T�Q90. Q� JTZ CTlGKJ�.5 Rt�/Q7 EJ�T Q� -- El�l/�77LOA 97297 r / r RCEL \ / r �� 11 ' N Q r-�r�r J ��r� � � .� .� , /577 L.F' Cor�I :r 8 aAV5 e Cl 7Y O'R�Oa1 � oW� No. 501 GENERAL NOTES g fig. 4 i lU t !� 791 L. F' O CT 6#a/A:Z3 llrjo W''6W7t-7P,r- 7 CITY 0" 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO I S-r A/CV9RD NO. 003. CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 90� � 6a CONSTRUCTION-CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH O SF O COCO.� AC. PfTt/� GYM/ GOM�ACTED AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. RI f�1 rJ r)) I ,�P i I NAT/liE MF/TFfi/HC die C/TY t` �J�l�r��J �-J�rS + �� I o Lia. A/0. 20/ 2 . ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, ) I I P/ r I I r I E� gTi�CT /' !gyp/fl/�/ f[/lljCC/7yG�Ri9A.C,�fO CGC.%1/' Ci9 WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT SHOWN ON THESE PLANS �r�r1�-J� I I ' I � � O ST7�t/Ocq`��JOiW, /l . 3114. WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE c' I - 4�� r Fy POWFfS POCETd BE f�ECGe'�S'lL�D zw socog e,045&t/CO. m zer"': /,O FQR AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . r r-' r O AND �.Gbf30/itlF�T�D 8f� I1/E'COr�Ef3. 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF o �T fJr�r rte' I r r' f C� �l Ec9 �O. �IDrJL1✓r'T ErY/ST7/VG WFTT�/C V9G(/E 4/C MC9Nf SLE T1D C�F�r9D� f � I r O WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING L/NEC" FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER 2Z7'-z'. I I 8 E� O /l�"'T'�GG STT -E7- TjZEE� f�E1� STfET Tf'�ENOTL'S BEGOW. OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . -/,v E p sO KGS 0.� � n J \ �+ 1 �j ii �Yo%CG.P �' E .B JP�� / n I , GOLF f��7Vf01/E E�'lST1N� Z4 G'lPey�VO 4�eTA(/Yc4'663 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO `��R c P G P ✓ VA/sics 5/,4� S F' O /PEMo1/� 15711VC? P�9(/E/`!E/VT CUCAMONGA EASEMENT OR RIGHT-OF-WAY . I / C'B I i --- - 'r¢905r F {�p CO/V57/eLIC7- 3-/1.C. P�TI/E/`�4.NT C I II I ' 3S5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . PAVING s-g� ��E I ! C F. /. �/�(/� �9ND ,Q'_/TT cb/NT STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN c.s 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. 2,29_'*7 S. F O CGK/57Ar,C'T CO AIX;n //VeIR 6/0fhG9CK f�/e C'/TY4= ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT NOS 304, 3101 ,'gW 311. WARPED OR VERTICAL CURVE AREAS . /PEMO✓E EY/5T// Rig/L 31� 7i�i9Ck5 IN CO�I�,/CT14lV f�ISF-f� 6 . ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, I I ' COrvSTfX/CT C/TY 5117. DWG.NO. 3qv. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . S ��/p[N�`N ��� �sa / i r �'� ��rr ����, j,D�✓�. F � �5 {,1/GLFDf3/i�Eh/Flf'APPf70ACN PEWS �' s.� cJ , ! EA. /5. EX/ST/NG GU�9ROPOST5 T17A!5-r 1%-_1wI/EO. 1/ENTP0515TO I wEr 7 • COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING I O CD!/Of33 TO,�AO✓USTE'D 7T7Gi�9GL� By.� CAG/FDr�S�t//!� ED/SdiS/ CO TU �E PfI/� llO 7 ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TESTS RIVP CODi3. 21A'f9TEo BYLL�VEGD���s. SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACE- ti E"A. © MA�t/hO�E Ta ee-l-erLOCAT no ep6L=16519AL 7b6-_ /PH/O 1=VV-'5 ASID MENT OF BASE MATERIALS AND/OR SURFACING . CODf30/.</HTL�O 0v I�l/ELOPEPf. ✓ �'E _G1/S/E _ E _ - _ _ SZSL.f �7. Ti�/CTB �C. BEt�I?p RC.17YST/9/v0'q EX%k ' 3f3. B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE ¢ E� ® GC?VST�t/CT /`?AN/YOf.� '�9" ftc� GTy C� iVCI`/O ClX�l '�t CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING . © vEt\lO7� SHEET NC/MBER 0TfIA,D9RD 49AO. /VO. v/O• �� �q / j � J C04S77'-TC1C7-a-777n� 8�'llV NO. 3 ? 'E7T C�7Y TO 0WY NO. 9• PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED ��L< < //` ,� dN��/��_ � TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO lNl7EX �I�P AMC) t=1_091 Cf��f�T AGG /�EL/X'E1TI0/vs' oF�x/5r7 s Cw=1o; V=19, 38, 5✓EE PGc91(/FOt�ne VERIFY SIEVE ANALYSIS, SAND EQUIVALENT OF AGGREGATE BASE, AND FS-VALUE. ANO ®C401�DjNh'T B>'' 7-f/E ! Eft CO�L/CT8 �/`�ICKfI/Vl� 1�-10l�T�f PGL/ l�E- 774/0 4qY� 10 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS O�1/Ej_OPE�. OFf FIND t ' 7- r�f�OT27`C7_ //"'E TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS VF�R1Ec �� �� Sg L F ® /NSTfIL[. --36 A COP sO-O� WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE /01471 - !if/tl 5/1 I .. FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE 7' TO 5/' ✓A/3 / �L Z E� T ala C.M.P D1`�Ot�lNGET/�E1� DET /G f/, 5f/E�T MATERIAL . 4OI/Ai3 7' Zlo' �' 0", 6" Q T l 540 5F. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 3 Tp j2 7a ' CL�'V'S7 QCT `T�7�lR�iP�Tey EN,U 01�' 57�'�'T �bC/,O sCf>f REGISTERED BY THE E .P .A . FOR USE UNDER A . C . AND P . C . C . SHALL BE UNIFORMLY R 00/ /O' /O' /o' Co' P.gc/IA,C SRC/TY 5T-D. E 40S�OE7vo,4r�vTOv�YINL�T APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL PAVEMENT ' W �1 d) WIDTH PRIOR TO PAVING . T e4eR/Cfii 0/7-Y ISTD. a%G. '104. u' 13 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE e,r_'177 s 3 /iVSrALL CprvOU/7r ffic/p PULL �JL'E� Fc�P F11rU/PE OF THE DEVELOPER . THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF S/6/VAC FE-14F' �7_A1VS QY CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID . ANY ITEM OF WORK O77 40 w7' 77� 92 ` HE�PMfi'�/ /MMEL ANS fly: // /C. REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE O o 404 082 ® OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . /iTcc rte,�-� ul�vrEic/ STET 11��T, 1sD kl, LEVEL DIVE � 0 _ - PEEP CITY <ST '�lG?4rPl�S. 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 �"A/�v�CliC`, f/f1C/rT R75T5 Tot �.1EGOCATED PFf3 S.Gr✓.�!G✓O. Sf'L�C/F/CAT/O/I!S SHALL BE CONSTRUCTED AT EACH INTERSECTION . TO 5e 1-161,0 19-0F3,,W10 CC919014491-,r-D el�l Gel/FLOPEf3. �� �. ►� ID EEl t�E/I,IOi/E 71c/47' 77°5E "'• 15 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION . - 51 5/l.�l✓f�'if A-,V0 PiA/V/:S Peri05 ClrV STD. OA./G. kV /020-0. PfE/�1t71�E UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 2 3 AA/D P�PGACE EX/ST//l/4 S/GL.=l�/r9Cf'S /.9/Vo ca^e AS THE CITY ENGINEER FOR APPROVAL . BSD L.F. 1 //UST�GL I CONOLl1TF-D/`� fl/TU�3C" Tf3AFF/C G.(/�7L CCl�01iv 9n70A 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, /1/OT CON�cT� BER� 7?>P ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON QEF/LG �' OPEs f75 / EA. /N5TACG 22,000 G �S/�V 5TP5E'FT C/6117'0t/A 29-5 69 S/GNHL IA/0 OP5 G/G•S/T/rt/G REQUEST OF THE INSPECTOR . ��'E L/lVE� /`�Of�O _ O S71q.1GI9i30 PG�'e A//T// /5' L!1"*11Ah9/i5EA^M, ZN CGLVCW17_ fGY1i1/aA- T/0V �E� '-z'-qt/#FS<�PSA. 17 . CONTACT UNDER61`50UND ALEM- 1-600-422-4153 AND THE FOLLOWIN& UrILITYCOMPANIES 9. D CUTOFF- TAPE A✓/Th/ P//07UELEGTPt/G UA//T. A3 FiEO U I RE D 2 WOM K I NG DAYS P M l Of5 TO EXCAVATION. A . GENERAL TELEPHONE (800) 422-413'5. E M£TP50PDLITAN WATEfS ISTRICT - FOR UNDERGROUND SERVICE . - D CRS / 114 s�3 7474 Exr. &46,1. 99'1`' 70 -7_:I'±- B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 F SOUTHERN CALIFORNIA ?/ ter/ /3 , 2191 E. BIRCH STREET (714) 529-7070 EDISON COMPANY 4 � �q�/�S -` O � BREA, CA 92621 (714) 986-58E1 5 BlSC_ C . CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 G. SAN GAARIEL VALLEY 38 TtJ✓/ /3 700 Z - 9641 SAN BERNARDINO ROAD MUNICIPAL WATER DISTRICT G r�D ZO C/GT7M�T� RANCHO CUCAMONGA, CA 91730 o 1561ND o��zn-�� r�/r�/ Exl ,�,G /'� � .�•� o DEVELOPER (818)969-7911 i J --�� D . PACIFIC TELEPHONE COMPANY (714) 999-5639 Mfi- BOE5 STALLING5 1G NORT,ry/3�vt/ !/flf3/E5 O'7d�' 2' 7 HUGHES INVESTMENTS (G D 0.69 O.Cv7 10� �( I t�'��/E5'l7'/'S Wrgle✓_�V'1fr. 7V0i4'r1 2' TWO CORPORATE PLAZA 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL L_ �I � 47 � 3'rz� � R1�S12'Tz� Z' � SUITE 250 . NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE 1. ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL •r NEWPORT BEACH CA. 92660 N PO T '� LEVEL L//YE LEl/EL L/lVE I GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY - -- ------ ----- -- -- - - - --- - � EKl� � (714) 759-9531 RCUNVD IMPROVEMENTS ARE REMO ED AND REPLACED TO THE SATISFACTION OF THE CITY , ENGINEER . fj EW977it/lq ?YetOV ��lO`�/ - - 3 a' _ _ SEE SHEET LA0. 5 PER CUP 94-25 I r ) ►? j q`1 M91 i5A$E L/NE /VDTF_ CD1VS c./C7-� "BE e4T _T}�PIC�L �ECTjDIV /G ,A P DESCRIPTION OF REVISION CITY freoM 57� -r Slot/ate7D STfIT 97�7Srl TbPOF�lGL sCOP�'�AS S �IYN �uo� ro s�9� �I �A 0 DATEI APPROVED I -F TRS BAsE LANE �Of>'� ; r CITY OF RANCHO CUCAMONGA 8.�f-75.� BBf-87.41 � PARCEL MAP 11838 � A NOTE TO CONTRACTOR C0VV CT-10MA107� FO 15iIEETTf�EE� �� I �ee�G ' - STREET, STORM DRAIN,AND STRIPING PLAN STA. 83+75.00 TO STA. 97+75.15 PRIOR TO CONSTRUCTION, THE CONTRACTOR IlVrI X UNDERGROUND UTILITY NOTES SHALL POTHOLE ALL UTILITY CROS3INGS �'/�' s �� �o� Expires BASE LINE ROAD AND CONNECTIONS AND VERIFY THE jjg 12 t2/31/97 LOCATION AND ELEVATION OF ALL UTILITIES C Sn/o lvU`gs g� � �O ���T �cCO�DIN� C.U.P. 88-35 1 . LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE AFFECTED. THE ENGINEER OR THE DEVELOPER BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR SHALL BE NOTIFIED OF ANY DISCREPANCIES �. 7� KF"/GL �A O� O��N �� TC��Gz3 G�B�IST I ? ` APPROVED BY DATE l 9� SHALL NOT RELIEVE THE BEFORE CONSTRUCTION BEGINS. `' FAILURE TO SHOW EXISTING SUBSTRUCTURE` ERe EN M / 1 l5/�� CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION OF FG1f�NlSf/ED 7Z' 7�E /TYlItF�� G7af� V� `��. CITY ENGINEER R. C. E . ` # 1�3 �� AND PROTECTING ALL SUBSTRUCTURES . ¢ STREET T7`�EE`3f/F7GG E �J . F . DAVIDSON7�11`� T 7z�� DESIGNw- w-)IVARECOM LADED ��cE of cc/ u/VG� ATX �E nroT - P ASSOC I ATES, INCy 2 . IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND / 1 1091 S. MT. VERNON AVE. MAKE NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES VICINITY MAP SUITE '0' PRIOR TO THE BEGINNING OF CONSTRUCTION . 5. �9GG �✓' E`rT � ��/ SClBc1ECTTZl ! P�'T701V f/� g/1/�9/ DRAWN S .L . C . COLTON, CA 92324 SHEFT OF ,gCCE � NcE�TNE c/TY E�v�/n/EE NOT TO SCALE `� (7 ) e25-1082 3. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO 1-3/611,r Of1,4 Gf3A//O/FCOr°� M/1EG . DAYS PRIOR TO CONSTRUCTION . PHONE: 1-800-422-4133 . l:rMMEPF ���-`,-_- CHECKED -- - C .E. NO . Z6008 DR G NO . NOTE: CUCAMONGA COUNTY WATER DISTRICT IS NOT A MEMBER OF USA. DATE JV- -IM FILE NO . /os _.,.T., --y--...,••^'r..M. <-,-.f, r—t,T'r_' Y'4-rr.Y'l– „1.'" .,-^•t^he+ ,.. t y < `_V\ e�-• Y t t.. T «r. { » tt-.,+.-;�+F �+- W wt+--- N ! E i e O •�• }> o - ^t'Y -•- rT- - r,--Y — .Y> ..� ...�.,f .1 -, - .: ,*„- «...{-< .�-. }, .-+-r,- �11 H O V11; 1,1, .--,-•+ ?-�.».'.i',+.- --« .ry -..:.I..-.-.t.:..-:,f .�.__ ,.-».,.:.•-�...---.- ,, , ,+»--.+•i.•-r-;•-_....r }.,....-.+,-,-+:e--+. .. .,,,.}-•-:,,.,,,...e_..,.,.i.:--+-�,-•:-.-,-..,..r...t_...ey.n.,._..},,..;. \ \ Q, Q �. t1 V NNl�_E E -is v Q Z ., 4 ..,} . LLJ i -..?. .-li.�.-. 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DETfIlL e" ,�-- - l N � CITY OF RANCHO CUCAMONGA cSEE SN�ET 1v0. 2 M ee PA/D FOfs 9it/0 020/3D/A/HTE0 B f�ELOPE/'S. — 3 O RLQ/ (>1/E EXI' T/!`t" PfiVE/` T L 0OPE , © 0�NO �/o ,�- MOW 77 �Af3ce, /1AP 11 38 �'CI�Pt/E •DATA L 1A OW 7, © �Nri�/E ExISTI/t t'� Ri9lCRCi1D 77e'VAS 1,V1T1-11R/Corv5TP1ClCT�Yt/ASA. 5Tf3FE!' //+�Pf�OvFM�`�t/T PLf�iS/ % ° ' 4044 A^ ef301V 57R. B3t75.W M SM.MtWVV R D L 7 ��I�/l�/�a D�sT.9/�,CE /� 7-B"�I CP/"I foie CITY 57Z� 1 �a.�. �l3 . - - _ , 3�0"C.NMP�I?Gf/� 83°00��4" �.73� �.�' A Nco°0510-7'E /0.90' " y , El � '1�I5�t� l ® Flo C•M.P DROP /1t/t�'T PER OET�/G c9, C�v � � �A Ste" C//t�E /9OA,D _ C PB835 77V/6 5f•IEET. , / 6 �-�,T 7�/`?fZ7�/K2 6(/,p OFSTiPrE7-/'? V ODTr 17 P �`o APPROVED BY DATE 2 tea, z t Pel Ull�7 f�r� C17Y STS. '. 4G2� G�Pfh 7C-7 //V PCKkS d t CITY ENGINEER R. C.E. S_/o% d� �,o / r ® C2X1/7T/eGC"T �l/eR/CIID ft/e Cl7Y (570 Q'1� �. �``�Q�` /y�Fyc, DESIGN 7.FN S J . F .ASSOCIATES, DAVIDSON RECO END � ASSOCIATES, INC N�uE EXls77/l� -T��S. 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