Loading...
HomeMy WebLinkAbout1153 GENERAL NOTES VINEYARD AVENUE I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PAVEMENT REHABILITATION INDEX OF SHEETS THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD 4 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1985, WITH SHEET NO. I TITLE SHEET TYPICAL SECTION . 8b AND 87 ADDITIONS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL, BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS SHEET NO. 2 PLAN AND P OFI LE AND SPECIFICATIONS. SHEET NO. 3 PLAN AND PROFILE 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND , TELEPHONE OR SHEET NO. 4 PLAN AND PROFILE POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY SHEET N0.5 TRAFFIC STRIPING LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED , 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 SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES BASELINE AVE. 8.M. 17-B: 1231.927 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, At NWC of Vineyard Ave. and Foothill Blvd. , 32 feet West of WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 1 Vineyard Ave. and 77 feet north k Foothill Blvd. , set brass 4. A NO-FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO disk in top curb on the North end of curb return. CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO PROJECT LOCAT/ON CUCAMONGA EASEMENT OR RIGHT OF WAY. 5. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHO CUCAMONGA AT THE CITY'S EXPENSE. STAKES WU L BE PROVIDED AS REQUESTED BY THE CONTRACTOR AT NO MORD THAN W �{ 50 FOOT INTERVALS SUBJECT TO THE APPROVAL OF THE CONSTRUCTION LEGEND ENGINEER. CONSTRUCTION STAKES AND POINTS UNNECESSARILY FOOTHILL BLVD. REMOVED OR DESTROYED BY THE CONTRACTOR WILL BE RESET AT Q REMOVE EXIST. ROADWAY SECTION AND CONSTRUCT THE CONTRACTOR' S EXPENSE. � Q > ASPH. CONC. BASE COURSE PER TYPICAL SECTION O 6. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH a CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE ARROW ROUTE Q COLD PLANE EXIST. PAVEMENT PER TYPICAL SECTION PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE W SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED occ Q HEATER REMIX EXIST. PAVEMENT PER TYPICAL SECTION WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE 8TH STREET NATIVE MATERIAL. ® ASPH. CONC. PAVEMENT OVERLAY PER TYPICAL SECTION 7• SOILS IF ESTERILANTASPHALT CREGISTERED BY THEONCRETE IS TO BE PEAPEA .OFORUUSERUNDERADE, A Cr 0 15 AND PROFILE -- VAR . THICKNESS A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE W Q ADJUST SEWER MANHOLE TO GRADE 10 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT Z = CC WIDTH PRIOR TO PAVING. Q ADJUST VALVE SLEEVE AND COVER TO GRADE ! 8. ESTIMATE OF QUALITIES IS PROVIDED BY THE ENGINEER ONLY S4 P, a a FOR THE CONVENIENCE OF THE CITY. THE CONTRACTOR SHALL BERNARDINO FRWY. --- 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. V1 C/NI T Y MAP EXISTING TOPOGRAPH LEGENO- 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, NO SCALE HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. ASPH. CONC. CURB SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. QQ 10. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CURB P ' GUTTER _ PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY � A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR ASPH. CONC. PAVEMENT KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED To CONCRETE WA L K TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND OTHER LINE OR STRUCTURES NOT SHOWN ON THESE / tlltA, R/W TELE . MANHOLE T� PLANS. CONTACT ALL UTILITY COMPANIES AS REQUIRED. TWO ; (2) WORKING DAYS PRIOR TO EXCAVATION. 3 �� T Y,o/C•4 L 0 �TYF-�/CdZ_ SEWER MANHOLE � _ 11. THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL SEW E R CLEANOUT 0 ENGINEERING CONTRACTOR) , IN ACCORDANCE WITH THE Z9. 5 TyP/GAL 3Z TYp/CAI L � O PROVISIONS OF THE CONTRACTOR'S LICENSING LAW (CALIFORNIA POWER POLE �/ BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET SEQ) AND O — 1SI'S/ TRAFFIC SIGNAL BOX THE RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. ' S GRADE /-//VE ,4S .9NOw/V ON P,pOF/GE f • 2 i VALVE - AS SNOWN O/V PLAIN s1S S.'/OI�Vi1/ O .�Z.AA/ 12. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE O I AS SH0WAI ON PLd/V AS SNOWiv Q WATER METER ri'1� SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY CONTENT AND Z.0 y Max OA/ �LA�2 / I --- � CATCH BASIN �-�-=s GRADATION OF ASPHALT PAVING. - --b ( s- �� Mme— ��'4X' III~M/IV, r'� � i=3 13. TWO WORKING DAYS PRIOR TO THE START OF REMOVAL OF , GRATING A Tl N G 8 A SIN P✓M T 6" EXISTING PAVEMENT AND/OR ANY EXCAVATIONS, THE CONTRACTOR 1 AS,o,y. CO� — SHAr.L CALL "UNDERGROUND SERVICE ALERT" AT 1-800-422-4133. ` bI� t; 1 AO. 10 0. /o'-' 4 � T 4 3 4 0 ® EXISr. CEM COAor EX IST ASP Co C. GL�RQ G[/TrE4 CURB TYPICAL SECTION UTILITY LIST VINEYARD, AVENUE - CIO CONTACT PHONE NO. i CutiJ, <l�;A COUNT Xi m KLINR (714 ) 987, 259i PITY DESCRIPTION' OF REVISION GATE APPROVED WATER D-1 STRrcT SOMVERN CALrFORNTA LTM CORr)ANTER ( 714 ) 94?-8226 CITY OF RANCHO CUCAMONGA EDISON 00 SOUTHERN CAL IFORW I A KEN SOVERNS (714) T/39 T/ T L E SHEE T 6AS GAO. VINE YA RD A VENUE CEN ER A L TELEPHONE GENE WERMANDE Z (7I 4) 945-3571 FROM DCA CABLEVISIOV MAN BEACI (710 987-2225 ARROW ROUTE TO f00TfI/LL BLV . FROFEy,Ip� APPROVED RY. DATE: �/ T REVIEWED BY NORRIS - REPKE , INC . ""q `f= CITY ENGINEER RC.E N0. 22397 � y DESIGN Hackett a Kranzer Inc. REC M /r-y/-88 Exr � JNA Surveying and Engineering jDRAWN 20585 E. VdIley 8/vd. SHEET crV1 ' O//IUf, California 9/789 Gil/ Gam(/ �'i�rai�t°j, DM '4J 9•t- 8/8133/-8323 of WARREN W. REPKE . CE. 19442 EXP. 9/30/89 C►;ECKED _ j C E Na !"- 16 1153 NO 115 3 FILE NO .— 0 IL C5 0 z............. � w.. � W � W� a r (� W Z ct tAji t. FFF-......-+...r-._..�.e-ww,. .,..ww»_«1, ........«....-r.,--_..<w...� •...._,v.... .�r -...,� ....., o.. < , ... ,. ....,_ ... ._ _c .,.._ « I z � W o , 1 Y Q �' HS ��S � 4s cV Z Q 0 LL.F/V te7e 0700 - yQl � �� W m W _ __ _ . _.. ri 9B t : .� / o Z uj:0 � 1 �£` F` 1 r � \ - - - - = Q Q v o � ' ' \fir .....-..„.....,M..,.,.".....�..,-.�.,. a-.M.w„,-,.......e... -� ..,.•.�r•..�r-mow- -.„.........,....>,..,.... y�, ; ' � \ � � O O .� ���/f6/ 00 O � •1 -x�/�,t � '£ W ` ar i CC , Q + O to U CLC7 Z Z V W � � W Q � W � W W Z Wan" > O � ' i Z LLI Z W � W W Y Q w , i 09 f i'f U) W _ LL 3 � a0 co W cr Z W 4 zCP 9zl/6/ s� __7 6 Z a V) X W W (n O F-: QW X > a W UU) M � a WW > J � � OL Zf � +� WOE a0 O a W U � c~ (r) aw 'vl� C� � OHO Q Ol 15Y7 1 / hfky M hi / d i -.:. _...e.. -............. I.. ..,. .,-.•-r. :.r-:.. -_ ” ...,,,,... .S a;_:e ;.� , y , t I 1 F N.a 4/ i i ._..<. .:.,,.,.r. ..._o.....,. ..r„, -......,« .e.r......p _.. ^F _ , _... ._ .,.v..,.•e ,< , -. ... a ,.. {{ _., .< w ., ..-., i i > Y ` pp j O j7d 070I y • N ON.P ! w 1 - c � 07!7.7 01*7 9 » e i w_ I N ti o� 1 : 1 , v .`- _...w - .,.„.+.-.w.nT. r�-,...,,�...» -...,e,...•...,.a.....,..,w.„..,,eo..�.,,,r.,..�.._ : ....,.e.o...,,,..e.w...+w�.«....:w+.-«n. � ...,.o-. ,.,._..._,-,.,,._:__.<..: ..-«_.. _..v..,,..........,-_... <--.,p ....w,.. �.... .,.... a .. .. .. .. .. ... .......... ..- ... .. ...•. _. ,.......... ..-. .. ._ .. -.. _. i ri IL d Q N o M _.....,-:on..-.�e--.a...;.,.r.....-._..y..o._.-:...._a q-_-.-r.+,..",.....e--•--•..� •.._r....... '_....,--�-an ..i.�, n..-:. :_-..Q._ a .._e __ a _ •»..,. « .._ .___ _ . -o-- -__ ,• ki — C7 L LLI 17 00 • M ° � 0 p i O Z - - ra 2 3C : _ oO D W raLLJr cr LLQ as a os� �. Y` a C ! - ►�- r C7 � • � �`. 1 � 4. = NO o � C LL (n } W m Z i 14 ir_.. _..,_w. O '°� V w o o fN10 ...:.. w«..,.:.. ;_,, _:.;. .., :._w.,� ...< ��. _. �, P-,< --�,e.� -. D��� :_ .. n . _.. � �Ofr'y 01 1S�'7LYlO• ' oP�P •�. 1 � k� J d•., �. •` I � Z O o ._ } ..._. UJ ui ld _ t� 1 W U sa>< O (nU Z ZV 3 a W Q (L � WW 0 � , ui § ' • s�,�see► z s �-•-� - � I I W cn � � O � Z Q � V O W � ui Lij w W LLi Y �' Z x : , e 2 V < (r> � Jow _ _ N � �jZ BZUJ W W � � sv�•1b Z � � X W > � Cr) a ,9aa W � � � art f — W 1 f za zo> ! tx Q W CU Q 01 w L) a 1 � o wcnOWcnZpo -JA aasa� Q V = Q Q Q Q , o © © o0 _:..__>.._,..♦.:.�.._:¢.:.:...,,.�.!�5.66 ,- __.a_�;.. ,.T�:a� ._..;��:. >,. �o '_, - �!�'0�:,�:.... . � N oW I k i 1 a .., osfo� W/VV7d 0700 - .�. /DgG 09 CF all- `7 �x 1�1� 4/ V 1 IJP SCE D� ti � Z 1 k •.� .4,- � ,f6 I I ti , 1 .Y FG#Old O/ ff � -,o+-Y n.,.r.:.L .�.....,...-: -a.:._ a..:..,.,.a .. ,.p.,., .._...., .-q._ ...Q .. __ Y.,.e .....:y < '•'Y-{:_, _ ., e..� � ' Cal 1 0 06 �ss'06) € I I ............. ...... Ike) 0 ..er_ a-,—.. ,n. .� ot_.. ...,r. ..._..a_..;... o _._:.} .. q _ r. t � •.Q... . ..... _ a__.- .- I £ 19 ----..y. ..�c.,..._.>J.. ...<.._. _. _ .,a _.q...... ... n # � t ..,<» <--• i- a-...__. ,<._ .-_,o,.« .,-- rvo..,._.•<_.�«,_—a. _..a .. .r:.4...n .-_a.._ .n,.. »._ -... _, .. o _. _ _ r .- _� « ._ .-. .... { a n. '� I ' U IL Q M < oFA 0 d %J N c 4 i Wcr !! Qcr L Z Z LAJ }. z o 0 � �! O p� � = Z » U F- Ww .»+:.... r—,.....ti.- ....+-t..._.rq+ ...y.-jr...-.-...r..-e.-w ...-o...... .".-..__, .__ r--o.. o»-_.,�. i. - . ,♦ o, q...- a r eO ` ,.,,„.q...r p - 1 e qo e— `_... e. ... _. n O •C SOW � (� Z = � Q ` o ?.. ......or a».,. -.-e,.-.- „-o„-.—.... q- ....wr-> .o-r-.-_.. _�-:..-,_. q ...y..�.o .,.Y ... _ ..�.r-•- - _ e r .,Y -.- V ! r O cn U > O Q Q cND , /y EL cr Z Z � h � U ~ mom W a LL � � g » W ZOHa- (nm 0 W mZ t j �•'- w � w a W W o \ D ~ � > W Y ._ • Z WSW � � YOZ V � a } _ V . _ e _ O � w � w j U Q IL o 00 w ac = U) W Q 0 '-- w W t..., .. �._..� ,.�. a = o O • = W r AVE b � Z W :.R O lnXWQQJ � .Y . . - Z X w W Q w X > � oc w t V cn m a w W JLLJ o._:-_..-e+-e._..,...:_,..r...-..,.r».+.,...-...w...-.-.--v»...e...y..c.._...t...•--• r-:r.. -�.-....q_«»-_.e...«_-rq r;:"..o_..-. q o r . ._.:Z. .?'^” �;1 ' X U Z W U J � a / Oa Y 00 w t W (nOW (nZ � C� , r ..rr+ --_-,....o..r..._.- »r.............,.-..r:-,.o s..«...>ti v-.ry.:�.,...._. r..r a ;..,-eq-.....e-Tr».:.--r<- oo-'•�:.. _ .. _. e n_ 4 - , r _ f. ._.e-^ ea o...._._ ,-�-"»"'T- r+<-f.-- a....-.- ..-«.:.a..-9 -•..� v.-»:- .-•-•Y-:.«.r»Y o4:^." .. ..,.. r _ _ ..� • 1 GA 787/HW 77 ip r Q t s+ ` I Ixl Ixl I 0� 0 L ('J.�6►7�tJ � 66"L Z ttww _ - (,9l 0.9 'va) Fl OL f OSS' h �9zJ = v qb e a V� � Q v . r Ii ,oz jz 71 btPd Y '-..o.. ..��....e-,--r. -r—o-r......--«e .-�-.:.e»— '-•--.•.-r--r ^:' ."..._ - t Y.._ a .._ e _ .. o - - : r - _w wI 0494LICOO _ � err- - (a9 t a�J os i s- , f i �.�-»wn 2._. ' ....,ww.wmw.wr•,w-�•aw�i^rerTs.+.n4..�ro' o '. : '1 � `� �. Tom. � . �• �•