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HomeMy WebLinkAbout1080 WIL50N AYE. IN > > NOTES Q Q , � 13059 GENERAL IN ' THE CITY OF "RANCHO CUCAMONGA . 22. PRIOR TO INSTALLATION OF ANY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE A MATERIALS CITY OF RANCHO CUCAMONGA STANDARD PAVING, M TERi LS REPORT 3 AND THE STANDARD HIGHLAND AVENUE SHALL BE SUBMITTED TO THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. _ — CITY ENGINEER. LISTING ALL CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE ate, - --- - _ _ _ I_ ._ TESTS OR DETERMINATIONS FOR ADHEREANCE TO THESE STANDARDS AND SPECIFICATIONS. - COMPLETED TO VERIFY: SIEVE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT ANALYSIS AND SAND EQUIVALENTDEEM CREEK SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN T" CReEK c1iArlly� _ ;1 PROJECT OF AGGREGATE BASE. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL FUTURE 23. PAVING SHALL BE PERFORMED BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ST' IN ACCORDANCE WITH R•VALUE NO COST TO THE CITY OF COMMERCIAL AND PAVEMENT TESTS TAKEN 3. A PERMITS ALL BE OBTAIN ED FROM THE ANCHO OCII CITY RANCHO CUCAMONGA • FACILITY TO DETERMINE STRUCTURAL ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR SECTION (PRIOR TO FINAL PLAN CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR - i APPROVAL). RIGHT-OF-WAY. INDICATES SHEET W. 24. THE FINAL OR SURFACE LAYER OF 4. . AT ASPHALTIC CONCRETE ROADWAY , SHA1,16 AF 1545E LINE AVE. PAVEMENT SHALL NOT BE PLACED TAKEN AND A MATFRIA1 nr`PO T a 1Ai t BE i REPARRIP RV A 1QWA1 r r I4 �rrrrrnrrrrrn UNTIL ALL UTILITIES AND UTILITY SENT S F TTTI� PORT 811AI— NTAIN A r r1^cr^ oQrars-�-ri�i�'r,-r�—T��—rc�7:� LATERALS WITHIN THE ROADWAY HAVE ISTRUG4 r,n A r SkC-;TIQN AND SHAM,i RE SURMiTT n TO Tui r•im r•.1hrr, •rn BEEN INSTALLED, ALL ON-SITE FOR HIS HFi4F-ItiLAND--F-VA16UATION. APP 1OVAI-, W161, 141, GIVE` WHi.T; a[ IMPROVEMENTS INCLUDING ALL (LOT 2 0, TR . ) 3 GRADING HAVE BEEN COMPLETED 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY AND ALL UNACCEPTABLE PARKWAY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO VICINITY MAP AND ROADWAY IMPROVEMENTS ARE PAVING. REMOVED AND REPLACED TO THE N SATISFACTION OF THE CITY ENGINEER 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH.T. 5. � BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TEST 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 REPORT SHALL BE M FUTURE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED VERIFY: MEDIUM (A) J , DENSITY ice. (B) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT (LOT.F, TRACT t3022) SURFACING. B 8. WHEN IMPROVEMENTS ARE TO PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE SOIL. 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM O RESPONSIBILTY FOR THE CORRECTION OF ERROR AND OMISSION f DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER SCALE I": 200' FOR APPROVAL. 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE PRIVATE ENGINEER'S CLEANED UPON REQUEST OF THE INSPECTOR. who 11. THE RESPONSIBLITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING E CONTRACTOR , 1 / REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND NOTICE TO CO ACTOR WATER, GAS, PHONE, ELECTRIC OR ANY OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITYPIPES OR 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO FOR ANY DAMAGE -TO EXISTING FACILITIES RESULTING DIRECTLY OR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR FUTURE INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE COMMUNITY ARE SHOWN ON THESE PLANS. UTILITIES SHOWN AND OTHER LINES OR STURCTURES NOT SHOWN ON THESE 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED PLANS. FACILITY E 14. ALL REQUIREDAKES SHALLBE SET BY BY STRUCT SECTION ��, 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0,.40 PERCENT, O BE CONTRACTOR OR ENGINEER. � ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT RIA pAR� SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC •A W �' v,G'TO JOINTS. DOWEL PINS AT ALL EXPANSION IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY RO 0 / 16. SUB-GRADE STAKES, DRIVEN N THE PAVEMENT SUB-GRADE ELEVATION, WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. N`' CT/J l SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". - f4 BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAT 50' INTERVALS. THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE SCHOOL/PARK SITE ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE WARPED OR VERTICAL AREAS. "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. �' (p � � IF THE ASPHALT CONCRETE IS TOBE PLACED ON SUB-GRADE, A SOILS , HEHONR '1' SHIR ' * DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 17./ STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. F CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CT RNFy �j SHALL BE UNIFORMLY APPLIED Af THE MANUFACTURER'S RECOMMENDED RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND i THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. NEGLIGENCE OF THE OWNER OR ENGINEER. �MERSON I +�'aP 19. 6ITY /4IlI1R1rA1rPOPS---NOT--RFOfiU-B£=WTrTTrr-v^R -rn r"^ ^' " "" ^•` A IP '^ OF, QA NTi Ti Ng ' 20. STREET S I G N S PER CITY OF RANCHO CUCAMONGA STANDARD ��� rREFT NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. T T 1 21. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO A T EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING A4C LENNAN ti t�OFE8810, _ /� C 13 " CONTACT LANSCAP/NG DETA/z-5 TO 3+1 SHEET 5 RE J Nps-c0u4m/TjES 7o SHEET NAP. q • 40 CONTACT THE FOLLOWING. AS REQUIRED. M QRS DESCRIPTION OF REVISION DATE CITY • :I �Il!!9 �/ PRIOR TO EXCAVATION: APPROVED SSOC1d1LS (714)583-1010 �(/ r+ 1 GENERAL TELEPHONE COMPANY: (BM) 422-4132 2 SINct_Q,R / 280 SOUTH LOCUST. CITY OF RANCHO CUCAMONGA 7bre�e ffu,gh.es • /n�tee Q& 92718 �r�,, �?� � �► .ra Offka '� P.D.MONA. CALIFORNIA 917M /.�• OntarioSan C��I• °� � �� CZ 8 S rRFF r - souTHERN CALIFORNIA oas co• p14) �0M 529- STREET IMPROVEMENT PLANS _ . 2191 EAST BIRCH STREET (7114) 5213-2M 4 BREA. CALIFORNIA 92x21 TITLE SHEET Q MANCHEST CUCAMONGA WATER DISTRICT: (714) 9e7-2591 W41 SAN BERNARDINO ROAD fie W M Ly O ER + _ •640 ARCIiroAlO SUITE O Q� OY �. srRF FAIRMONT RANCHO CUCAMONGA. CALIFORNIA 9173° TRACT140. 13059 RANCHO CUCAMONGA. CALIFORNIA 01 730 ` 0 m APPROVED BY: sdArlo ExPi.P TE: O� o �► CITY ENGINES C.Ev. 23889 CO) I BENCH MARK &M. 163 B DESIGN R D JJ TRA 130 0 I`'�•_K i CONSUL OUp FORDkiAM+ COURT 7 ELEV. 1297.297 :1 ' J 24' BAST OF 'S BTIWANDA DRAWN '0 �`^ SHEET PLANNING ENCI NDSCAPEARCHITEC7URE _ o AVENUE AND 40' NORTH C, .m ���� �� 1 9 VINE BOULEVARD, SUI OF % BASELINE, SET BRASS f IRVINE, CALIFORNIA 92714-1299 BENCH DISC. IN TOP OF CHECKED `' EXP. 9-30-89 DRAWING NO. IR (714) 730-7117 T S P R R NE END OF A 41x2' CONC. STANLEY •, 1NQ}iSE ;lLt.E.No 20596 /080 BOX CULVERT. 7 C M DATE FILE NO TRACT NO, 1 , 30591. 1 IN * THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES AND ESTIMATED QUANTITIES a— CONSTRUCT 4" A.C. OVER 4" AGGREGATE BASE 0— CONSTRUCT 3" A.G. OVER 4" ACGGRF- GATE BASE /94 Sero CON5TRUCT 4" P.C.C. SIDEWALK PER STD. DWG. Ne 310 A 311 4/,375 S 4 -- a-- CONSTRUCT 8" CURB 4 24" GUTTER PER STD. DWG. N° 303 3476 a-- CONSTRUGT SPANDREL 0 CROSS GUTTER PER STD. DWG. 308 (X=3') 7,SD0 S O7 -- CONSTRUCT HANDICAPPED RAMP PER STD. DWG. N° 310 2264 91w R 9a-- CON 5TRUCT 6" CURB ONLY PER STD. DWG. NS 301 2/3 CONSTRUCT 6" CURB 0, 24" GUTTER ( SEE DETAIL) S8/9 pL41' 46' 41 Z3' t3' P.U. . 10 1N5TAL.L. STREET NAMC 51&N PER 5Th. 4-01.A 402 /'? L 4m 3' I I IN5TA LL STOP 51 GN PER 5TD. 401 8 402 SE,r1 31 INSTALL 5TR6ET LIGHTS 5sooL. 43 EA 13 AGJUSr MANHOLE TO &RAPS 23d1 0.5• t' t' �O.S 47 G6N57Rvc-r LOCAL, DEPRE55/0N. PER 5TD. 518 1,464 1 e (DA --COBBLESTONE xAV//VC 1300 SP LEVEL ullm ® TUBULAR STEEL FENCE 72 L.F. 1.70% 4 .- �� 4 ® � CoNC�PErE MOwSrP/P /84 L.F. •••°. _ 37 CONSTRUCT 8" TO G" TRANSI TION. CURB B GUY7'ER 8S if 44 CONSTRUCT 4' PIPE FOR PRAINA G6 `^ 43)— CONSTRUCT UNDER 51DEWAl.K DRAIN PER STD. 507 ( SEE S046ET 7) "' 4�-.-- //VSTALL 4'�.3'oL/O l'ELLDI�V cs'TiP/PE 2,50 LF TYPICAL SECTION . (NO SCALE) �COM5TRUGT 8" TO (c" CURB TRhNS. 497 LF T I. ^ v;' R = 6d 4a /" PWvWE2-¢ /-vC. &+ fpHCRBIZOOK PLACE EMERSON STREET ADJUST VALVE COINER TO G/PADE FORPWAM COURT TO EMER10N 0TREET SHEPMROOKE TO SOTA. & * al,b& MC LENNAN DEL MAR COURT 0-//{/STALL W53 cS/6� /SET GALTR.9N.5' G/TYvr'TO. t ROL-WN9 COURT *INCLAIR STREET --//V5'Ti4Lt Y/EGO �YG�t//'E��7v• ��/ x.¢02 d �r INAN CN ESTE R STREET 12 REMOVE EXI5TING 5ARRICAM 5/ INSTALL STREET 77REE-5 •409 EA g�CONSTRUCT ,8 C/R.B ONL Y PER STD. OWG NO. 301 /35 Zr T.C.ELEV. G" t4" R j_• S,A.FT /YV Rf Wit -919' LIP � QTOP Of pyMT. I : 4 4464, 4 A yt"R 04 VIZ P.U.E. t 3' 23' 1P.U.E a0 1a' 1e' s' 7W 2 5" DETAIL Q 8" C.F. 4 24"GUTTER (NO SCALE rF'T' LEVEL 0 LINE 4 1 7O% '�' _ _ ��' L TO y NOTE 00 4 ALL UTILITIES ARE A: TO BE LOCATED BEHIND SIDEWALK, G" e4" 5 t INCLUDING MAILBOXES, STREET LIGHTS, Tc. ELEY. _ 3�� UP FIRE HYDRANTS, ETC. yz"IK 7OP °� ^' ` TYPICAL SECTION s %9 (NO SCALE-) PROFILE LEGEND . OD T.I. ' S R . 68 •e ,•� SWERBIZOOKE PLACE .►-- = 1N DILATES GRADE ISFZEAK -4,00"LANO�,P//VGa--,rALSMS#7ND50OUAN?/b5M 5Alr. N9Z v / EMER50N STREET TO g'TA. 3-0-G12- 65 T = . . . % INDICATES TANGENT GRADE DESCRIPTION OF REVISION DATE CITY 7A" Z5" FOIZI7uAM STREET "*OM EMER50N STREET 7 DETAIL O V C.F A 24"GUTTER CITY OF RANCHO CUCAMONGA 29 / SHERl3ROOKE PLACE TO FAIRMONT WAY (NO SCALE) f MANCNESTEIZ 5TRE5T 5146ROROOKE f .AcIE To TRACT BOY 03•rA . 71. #2 STREET IMPROVEMENT PLANS DETAIL SHEET .%Lwl M LYo TRACT NO. 13059 94,410 AISUrTl • QANCNO CUCAMONGA. CALIFORNIA 91730 1/ APPROVED BY: DATE: 49-Z 4 CITY ENGINEER RCJE Np. 23889 Q�pFpN DESIGN (/ � � � RE DECONSUL OUP ORAwN ��- " � SHEET IVMNG ENG NDSCAPEARCNITEC7UREl4n-"ker SSOCIc?l�s (774)593-1010 d Ex '12i�1ie9 C•E.M. G 2 9 ,lx. VINE BOULEVARD, SU .l• CHECKED EXF. 9" ffDRAWING RC.E.110 29 Three Hu#ies • fn*w, Cw 92718 �r IRVINE, CALIFORNIA 927141299 F qF CA`s fcfi Y SG IH STANLEY � 'MORSE FILE ao IR (714) 730.7117 ERT Offices:Irvine• Ontario*San Dkgo I 11 k - ? tt ..-.1.-• e...<•4 4.. ^a.ae.:-xr- S 1 e-++. _ .:......r:.w...b,.•+...:..�. ._...__._,_.L....f..:....-. KW - i a.,._{.'. _.._.. .r.r,..:.e.r.......-..E•.^:.a'! q.:_.. ,}„_....:.c+.._. I, ..w,,..• r... ; w :..w,. w.,.:-,: .-.....-._......p...r....q..:..._......:.:...r_... :..-;u.. .: , - 2 (' t : _ :........b:-.:... .-.e.... ..:».ew -,...:... -,.♦ '.:--+- -i-i.........sr. :-i..-..c-....«' .-e-e. ..-w-� .>.A.i-. 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