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HomeMy WebLinkAbout1685 BENCH MARK NO. 148—B AT THE N.E.C. HIGHLAND & ETIWANDA EAVES.,' LANS 66' N. q HIGHLAND AVE., 24' E. STRET 1MPR0VF_, MENr1P1' OF qETIWANDA AVE. AT THE N.W.C. OF 4,x8 DROP-IN-BOX FOR DRAIN. Z l Q CULVERT, SET STD. BRASS DISK. 10 TRACT NO ,, 14120 Z ELEV. 1432.612 C0 � General Notes In the City of Rancho Cucamonga ,on a , State of California 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA t� STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT v EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, T VALVES, FIRE ISHOWN THESE PLANS WITHIN H I IN ADJACENT AREAS WHERE IMPROVEMENT WORK ISTO BDONE BE REMOVED, AY D, LIMITSORREPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ' 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE I SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN Vi ON THESE PLANS. Q co Construction Notes and quantities( 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT NN - PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE 15,555 SF RIGHT-OF-WAY. QQ Q 3 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 778 LF 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE W' � � 2 4 CONSTRUCT 4' WIDE SIDEWALK PER CITY OF .RANCHO CUCAMONGA STANDARD PLAN 103 3,235 SF SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION J , J J 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 101-A 1,280 SF AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY 7 CONSTRUCT LOCAL DEPRESSION PER STORM DRAIN PLANS THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. m 8 INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER 4 EA 6. ALL SEWER WATER ELECTRIC GAS PHONE, T R OTHER HER UTILITY LATERALS, MAINS, OR CROSSINGS SUMMIT' `-� 1 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-8 1 EA SHALL BE CONSTRUCTED PRIOR TO PAVING. 1 PAINT STOP AND STOP BAR 1 EqA AVENUE 1 ADJUST WATER VALVE TO GRADE I EA 7. 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 i 1 ADJUST SEWER MANHOLE TO GRADE -� 2 EA WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO CITY ENGINEER, FOR B 1 REMOVE BARRICADE 1 EA APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SILVER SADDLE Z I � 1 INSTALL STREET TREE PER TREE LEGENDf�SHEET 1 ' 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, Q LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND DRIVE I V GRADATION OF ASPHALT PAVING. " 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. i Q 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE I O STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). Tree Legend _ 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, _j SAD � _ THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE EHORN Q 11nn,,� I STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY VAQUERO CT 25' O.C. 15 GAL } - BETTER THAN THE NATIVE MATERIAL. ' jZGI� GRNAaC NSIa ____-- 44TiRi1i CD4_. � W I 12. 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 0 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING . Construction Notes for Street Trees WILSON 24TH ST. A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTI!rATE ' -- OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. � II 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND 401-B SHALL BE LOST TRAIL T. CITY STANDARD PLANS. PROJECT CONSTRUCTED AT EACH INTERSECTION. � � �I 2PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC LOCATION 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, SUMMIT AVE. CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE -— i BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. INSPECTOR. I• I Q 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE i 3ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. BY THE ENGINEERING DIVISION. HIGHLAND AVE. 17. CONTACT UNDERGROUND SERVICE ALERT 1-800-227-2600 AND THE FOLLOWING UTILITIES AS REQUIRED, II 4.STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT 48 HOURS PRIOR TO EXCAVATION. i PLANS ONLY. L z o I i o RUSTIC OAK CT. $ ' w vr: oQ�pF E SSI%.1 y c Ot,`/ Fes; OQ hnne, Mornil 92601LLj �Q- VICTORIA ST. FUSCOEe - W_ E p. 03-35/0 �' mo ENGINEERING � x `� - crvly :? - VICINITY - 1 �P �C__ R 1W R W 60' ✓O//N OL/!�/Eft 0,47E Note; DR RCE 4•s s68,.E.r�3/3//02 - i2' 18' 1s' 12' Existing Survey Monumentation THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS ICAT `' 4' a ECOMMUN '- ( s" s" r HEREBY CERTIFY THAT 1 HAVE IDENTIFIED ALL SURVEY MONUMENTS OF AND ELECTRICAL) ON THE PROJECT SIDE OF HIGHLAND ;. AVENUE SHALL BE UNDERGROUNDED FROM THE FIRST POLE LOCO Cr 0.34' 0.20 0.34' RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS ?_� OFF SITE EAST OF THE EAST PROPERTY LINE TO THE FIRST - WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND 2% LEVEL _UNE _ POLE OFFSITE EAST OF THE WEST PROPERTY LINE PRIOR TO ARE DESCRIBED AS FOLLOWS: _ PUBLIC IMPROVEMENT ACCEPTANCE OF OCCUPANCY. ;' W NONE - _ T.1. = 5.0 1 DATED _ R-64 2 3t7�LAS CRO SE R.C.E. 23796 'RsVisdD b•r>�T -rotaff -AY c.tiY EXPIRES 12-31 -01 2 Typical Street Section S•o NO SCALE Utility Contacts /1\REA5ED F !�-?'-00 D DIZI4F-WA`f, 5TREE7TREE LOCATION �11-Dd P7/ CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS DESCRIPTION OF REVISION DATE CITY PRIOR TO EXCAVATION: APPROVE 1 Private Engineer's _ Notice to Contractor GENERAL TELEPHONE COMPANY 909-469-6327 1400 E. PHILLIPS BOULEVARD CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON POMONA, CA 91766 C HIGHLAND THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE STREET IMPROVEMENT PLANS F 0 R THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED SOUTHERN CALIFORNIA EDISON 909-357-6581 TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR 7951 REDWOOD AVENUE STRUCTURES NOT SHOWN ON THESE PLANS. FONTANA, CA 92336 r ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL SOUTHERN CALIFORNIA GAS CO. 800-427-2200 TRACT NO. 14120 INDEX MAP CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 1050 OVERLAND COURT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAN DIMAS, CA 91773 --- -- - -- SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION ., oFEss, / i 1 , T SAFETY ORDERS . THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 o eR Oyq� APPROVED BY. / r' i�t� '�,7 C� DATE l� . SCALE 200 AND SUBCONTRACTORS COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE '� t MARK F CITY ENGINEER _ _- / R.C.E. O. 24953 L 9641 SAN BERNARDINO ROAD 0e�� y� U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS'. Underground Service Alert RANCHO CUCAMONGA, CA. 91730 !�, s ? DESIGN RE ��YWDED Crouse/Beers & Associates Inc. 'r O�FORE Yc�, CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBfLITY FOR JOB SITE No 39405 A T.D.M. �c'� Call: TOLL FREE MARKS CABLEVISION 909-880-0231 * Exp. 12-31-01 * - nginee mg • Surveying • Punning • Construction Management �, CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 1700 Hamner Avenue, Suite 104 4240 N. HALLMARK PARKWAY DRAWN Norco, California 91760 C SHEE .� AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (909) 736-2040 Fax (909) 736-5292 1 / 1-800 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE SAN BERNARDINO, CA. 92407 slgj CIVIL R��P T.D.M. 1 OF 2 F OF )� 227-2600 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, . EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CHECKED > e eery ";"'`� DRAWING NO. fn, TWO WORKING DAPS BEFORE YOU DIG R.M.B. o e-` f-- -1635 S �QQ Expires 12-31-01 x PROJECT SHEET NO. OF BENCH MARK NO. 148-B : TT- , t i - •moi l-�AMK� �� t� . 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I ; � ,mac ; ! of i ai • rn �G� �--- 1 1 i �� - i , ! i ! 1 f , +- - ._ - . _ i U. ; 111 t � � t T �� � R- ,+• + - t- - - -- - t - } - t } ! Tip 50UTH cUleW - - - -O. 8� 1 TAN, dR• : - - : ti } lu 5+ 00 5+ 00 7+ 00 8+ 00 CO 10+ 00 10+00 11 +00 40 SEENTRYw00 T SHT• 2 0 PL. PROFILE SCALE , ( `5D��� � DWG 14120-3 5 0� CONSTRUCTION {VOTES 40) -r_ WG NO• I GO NST 3"A.G. PAVEMENT o4ER 4" ^.8• VERT ; 1 in = o f t f-"'� m - U �� k �. 0 CON*T. " GURU W 24" GUTTFK PER CITY STi7 _ - T b / No I o4 o - m � _ 0 HORZ . 1 in 40 ft � � `` _ _ _ � � k � +�, iq� .R;• 4 104- NST. 4' WIDE 5►C�EWALK PEK CITY STD. NO- 103 c� , , ` _ 1 1 \C _ %n a---CONST t`RIVEWAY APMOACH PER CITY STD. NO- 101-A E I":4O �2'� � ;N'4 `I oNST. LOCAL t��PKE55(ON PEK GlT`( STd. No. 307 �- - _G - - - - - - - - tA 0 INSTAL.!.. 5TKEET LIGHT � LUMEN H.1-5-v- t3`( S.G.E. rAv FCR ANb GOOt2t�INAT-V VY VF-VEL ZZ _ DR. lU N O &-AV3EWEK MANHOLE! TO C-�? t2r-- - - �Zl� T A 1� � i - - - - - - - - - - � � Z 14t�--REMOVE BARRIC-0.DE - - ' H i ... 12 ADJU5T WATER VALVE TO C7il'ADF- ��\\\IRIS . . % - - - - - - - - - - 0 TALL YU93 �-� _L S ��,,�� +- - _ _ _ _ _ _ _ - _ - 0 1 INSTALL S?OP 5ION PER CITY STD. NO. 401- d 6 6 �wnNbST a TO �� - - - - - $ 9 + ! c I --1-�f 52 e(o I 1 FAINT STOP AND STOPBAR 0 �� 0 �17- I o�T 8 O0 b 16 t , to `� rl$.p2 K Q i5 -INSTAL" STsZS9T YRf-r AER ND'r�s ,� LE4dwD RErif'/ONi BY: Q STA. DN SNT1 �QFESS/0/ Q ql o v •, - _� Ta . c.8. T 16793 To rumzn, 5tc 101 o; g A. FUSCOE /61 - uJ �t D G U R GU}AVE t�A-1'� hT1De, Ct1 (Ot111>t l26Qi N � �� " h�N tieh ,\ ar +4°1'01 G� STiI { Q 1�eL-rA KP.t7rLt5 LENGTH f Done (949) 474-1961 a NO. 05� rT' Q ENGINEERING FIX � 9 474-5315 Exp. 03/31/02 to " '� N�` `? S- � � G' A 67° Ira'1G" 27.00 41.13 1� \ 582 v .� 1l �Co3 r 13 1 © 81°42' i�" 27.00 38.50 _ _. _, _ J'�h. CNtL �Q ao� s�s2 1` �2 i,fpx i�`� © (6°07'00" 112.00 2�i.32 G �,c OF CA����� ' •' i l I5 J 4 ` q Dio.2 I �.G• ✓ /// Ot/v/z. �,QTE rob. o ti 00 Y t7 2!D DO'S 38. 8 �'E�•L36 • � �, � ion� � G1�. �1A• � 13q 2 8 E,r�3/3/HOZ , •, �N ti • E 23 Ir 07 112.00 45.32 '� -- 14� 2 Dt� � r n J , R y �, ;'� m FQ qq 63 23 58.a-� 101.12 10'00'00 102.00 1-7.80 REV1�Ep STREET TR" 8Y GlTYA 7- 9 S-Oi D -15. TA. S}82D� ,py}► `m-4- � c J CtepW"4 LINE H) Q,�,01,rn„ 27'00 43.64 LREV115ED DA8y �`• 3 � � rq � 01' ' " MVEWAY . STREET TREE LO CAT iO R 5 •2./.OI Q • _ • - _ Lv, ">� DESCRIPTION OF REVISION DATE ApRROVEQ 4.0 2 o� 2 ��2 h Q CITY OF RANCHO CUCAMONGA / \< 20 3 w v G D0/ � � �, N p� STREET IMPROVEMENT PLAN FOR r.. t`►-- 1 u� r 3 VAQUERO CT. AND COUNrrzYwooD P�... CJ 6 < o ~ r a 3 L Ev E/v0 OiP .STi�EE"7- TiPEE'S �S J - -- -- I� Q 6 4 s 0 TRACT NO. 14120 APPROVEDBY* DATE CT _ CITY ENGINEER-/��GCG� � RC F- N0. VAQUERO 24" 63 DESIGN REC MM N � •� T .M. CROUSE/BEERS i ASSOCIATES, PC D © Iq E�4, CE1�C1S C4►NflEN51S CAST RFDBVD c►� ■ a�.�,•�o . v�- DRAWN re+oA ew� ia► •AM•�iw 10l.�+ SHEET T.D.M. -- m. -��--r 2 of 2 CHECKED 908ERT K &EMS 1RC.E INR "#OS DRAWING NO PROJECT SHEET N0. OF ._.._,