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HomeMy WebLinkAbout1449 CTI ITES aV51'%%, 1A1 I /�' S • ® ® ! f' 4G T. " A.C. OVER " AGGREGATE ASE. / MY tl- $LG / !T/E17 � B Cx - CONST. Gt/ y CI STD. G. . 30i. � !G/E/V � ® / 14 A THE C O N AVE. S I - 0__ CQxsT. " COR I 48" GUTTER -PER DETAIL a IS SHEET. _ 2 L.F' 19TH . , . . LOL ICCDhS RANCHO cc a GSTANDARDSo N. je 19TH ST. , SEr j CURRENT EDITION. CONTRACTOR SHALL eA. ® h✓,�► {/,/ / DRI /C. T TOP -11057it 44 L�'Or. ,' SW/ N Qrr ! . /` THE E. O HEAD WALL FAMILIAR WITH AND SHALL RESPONSIBLE O C O T - STANDARDS C Z IC TIO S. o'�' �v4720 4Fr,4,0`i • O 3--24" CMP--ELEV. 1430.686 v4y. . jXf,&'ss rO 44/ ALL PIPELINES OR SUBSTRUCTURESI , TELEPHONEOR POLESt WATER , VALVES, FIRE HYDRANTSvTC. SHOWN OR SHOWNs-rvo� THESEON LANS WITHIN THE RIGHT-OF-WAY LIMITS Olt IN ADJACENTS ,10 (..N rf•G c4iii}.(Y WHERE IMPROVEMENT O I TO SHALL REMOVEDe RELOCATED a t PROTECTED C REQUIRED AT NO COST TO THE CITY O INSTALL IG PER CITE G. No. 402. CUCkMONGA. /G T Jt 9 `.•' ®' CONTRACTOR aRMING WORK ON THIS PROJECTI N ttT t L-F BEND DETAIL HIMSELF T L SOLELY RESPONSIBLE A r ' TO EXISTING FACILITIESRESULTINGDIRECTLYO I O ! REMOVE EXISTINGBARRICADE.OPERATIONS, WHETHER / Q L./°�' t4 TYP.) f OR NOTSUCH CILITI S ARE SHOWNTHESE TO SCALE c CONST. BUSA DETAIL ON TRTS . � f A PERMIT SHALL 93 OBTAINED FROM THE CITY OF RANCHO CUCAMONGA WATEXI-INE hw1lA7p10A1ry 70 SE Z*VE UA10e-AE ENGINEERING DEPARTMENT PRIa CRa C OR CONSTRUCTION Q49-- IASIN-4 49Ery rN . f l V G wspEc7cpwt of WITHINI OF RANCHO CUCAMONGA BASEMENTRIGHT-OF-WAY. AL �' ®,v R ®TT G. o f V a. / ccWl / a 1 j t STAKES ALL GRAVE SHALL BE SET BY THE CONTRACTOROR ENGINEER. VI 9L eo^Vr LOl OVOWE9WO-V CAM #G Lwm carr sr w a,� -Ma. st ,. STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN .D1 a SU - ELEVATION T O R THAN T L , n S.C.S. INTERVALS. ADDITIONAL PAVING STAKES REQUIRED C �,0i"A p YrN to I rALL of !! ril L N t . •,`'"'« Q ra►• RNGINEER AS NEEDED AT, WARPED OR VERTICAL CURVE AREAS. @_:__=STAm STR= LIGHT (90500 Lmq To an I _52ALLED BY 30'C.Z. .V PAID POR A ' � 450e4%//7/A/" �IP`/4 C4%0.C471A447W­,0 40,Y 7oWe & A IFf N/ A or 007W VtW 6. ALL SEWER, WATER, L C IC. , O a UTILITY L , ! BE _I , OR CROSSINGS SHALLCONSTRUCTED PRIOR TO PAVING. f;' 0046.R.C. /` lry COMPACTION S Ca S UCIa , C BACKFILL, /G /v ,rr / Ac ''COMPACTING I GROUND D L SUB-GRADES, S PERFORMED t lov COST C O CO CUCA OG I POT Iwe ° DETAIL "A" , THESECOMPACTION STS SUBMITTED a CITY ENGINEER O ea*A WZ aw, A W` _ /� ° M a Vy P.O L PRIOR TO THE PLACEMENT O AS AIALS AND/OR SURFACING. 35 V^ ¢ ' COMPLETIONJr. AT THE L L _ - , TO THE CITY ENGINEER. I LLT STS OR DETERMINATIONSCOMPLETED VERIFYTO ILITY OIL CONTENT AND GRADATIONOF ASPHALTI . QUANTM '94 STORM DRAIN CONSTRUMON NOTES Es .` aPRIOR TO INSTALLATION OF ANY PAVINGrO / ? SUBMITTEDCITY ENGINEER. LISTING ALL TESTSOR DETERMINATIONS .qtr COMPLETED TO VEIFY,: SIEVE ANALYSISD EQUIVALENT OF GG !� //` � / ®,` JNDEX MAP - • BASS. os" SCALE: f- 400' 9TRI!Z"r TREE LeG04D ;M—CONSTRUCT 400 R.C.P. 9130 lelol . PAVING SHALL 93 PERFORMEDACCORDANCE - LUZ AND PAVEMENT , d*7' , �C TESTSI UC SECTIONS (PRIOR I 4 " .R.C.P. ( _ 6. —` .a40 Nos 7,: fit._ _ o & OV C I OIL I C I " ' • OC E , -G D PA Y OVI ROCKS IC PROTRUDE OV SUB-GRADE AND ALL VOIDS OR til i . ,!f 7 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE !MATERIAL OF A QUALITY Zr,s °7Z�.C�dY"rGilf'a�'•� BETTER THAN THE NATIVE L. IF THE ASPHALT CONCRETE C SUB-GRADE, A SOILS Ififtob"Am4mi "Am"Iffm mftm 191"'m dowl&Al 4&oftillillill, mm.&,ftm ivalm- TYPICAL SECTION CHURCH STREETmemo STERILANT REGISTERED BY THE R.P.A. FOR . C. AND P-C'.C. SHALLIO D AT THE MANUFACTURER'S RECOMMENDED RATECO o CITY STANDARD . 511. T. S. i r , FOR THE FULLIDT a O PAVING. CO 1i►IL �' 4 - ESTIMATE OF QUANTITIES 190 PROVIDED BY THE ENGINEER ONLY FOR THE (R.—CONSTR BRICK AND MORTAR P LUG CONVENIENCE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS . DETERMINATION CONSTRUCTION A ITIBEFORE SUBMITTING A BID. CONSTRWT 3 p" R.C.P. ( )psq Al;v) l - Y ITEM OF O REQUIRED BY THESE L ICH IS NOT SPECIFICALLY 6Tl SO+4955 TO STA. S1075*22 LISTED IN THE ESTIMATE O QUANTITIES L CONSIDERED INCLUDED « IN THE OTHER ITEMS F WORK. 509. 11/0 STREET ° / THE L� ST IT Md1/ AR• Tx/a lJZ7 SIGNSC O CUCAMONGA STANDARD NUMBERS 401 ANDO 402 SHALL BE CONSTRUCTED AT EACHS CIO . s ce�e►�r�r- uvtE�t�r .v/ ,,�, ` o. s -i 1 . I O L LI L O . RESPONSIBILITYO CORRECTION or ERROROMISSION ISCOY D C " GUTTER DURING CONS UIa . UPON T THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED O THE CITY ENGINEER FORAPPROVAL. 31 NWFG t 1 p. -NI / WORK SITEEXTERIOR ALL OR IN A NEAT, CLEAN, HAZARDF ' FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL E CLEANED MCI�� � tl` !�►® /l lrV `f UPON REQUEST f , 1 16 Y xwo 7b to 17 NATIVE SOIL TO BE SCARIFIRD OR RIPPED BETWEEN MEDIAN CURDS PRIOR TO FILL PLACEMENT. m4-1-rale' 0.67, , 00 1 /er 10,11 f CONTA If t ! r : !-C I CO REQUIRED, aPRIOR i -' ` I - -EXCAVATION. PROVIDED a YOU CONVENIENCE 7 "f .. ••..+* : .. :• ..._, _. - A. SAN L VALLEY MUNICIPAL DISTRICT _ ..._, - �{ BOB LLI G t 1 } -271 _ _ __. - ` / _ ___ :. .: ' / - ° • • iviv ®�+ 1 orw MOW FOR BASE LINEO S C } '� ,Xgro ,KOO M19 PA 7 QmAum 9. GENERAL TELEPHONE 4800) 422-4132 AV sc�A" OUNDERGROUND C - �Lr v ! s S�AL 10 'HUms ,Ay,E � . C. I I i'1' ill iiiiiijillil'il } - CHURCH STREET TYPI je, v �aNa,T r57; ,moKrvvr �a CALIFORNIA a I C snT3 SECTIO 2191 R. BIRCH ( 1 ) 29-7070 N.T.S. BREA, CA 92621 N.T.S. t _ . Sto D. C CO S (714) 987-2591 '_ _Am T I 9641 SAN t11 TO 33+90.21 DI O O tSt IONS 7D PROJECT-314MTS RANCHO CUCAMONGAt CA 91730 = 8.0 R,=L70r. 70 DESCRIPTIONof REVISION S. a OLI 1 DISTRICT (714) 593-7474 « Y • • a .i 1 3 LOS ANGELES, - " IT" ' of k; T _ KANLOMU tom a k;A . ..: F. PACIFIC TELEPHONE COP (714) 999-5639 • / ©Wf ESSiF�� SURFACE OF ASPHALTIC CONCRETE PAVEMENT l�FINAL Q T.,. SHALL NOT L C IL ALL UTILITIES & UTILITY LATERALS WITHIN . THE ROADWAY S L D, L ON-SITE IMPROVEMENTS INCLUDING � Ey OVEMENT 1"" a ALL GRADING V COMPLETED, AND ALL UNACCEPTABLEPARKWAY A@ E / ,` J& PmL & Do UNE 12ept ROADWAYO T REMOVED AND REPLACED TO THE SATISFACTION OF !! ,. THE CITY ENGINEER . ��. C� 1\- IELM AVENUE WEST IrO SPRUCE AV P SPECIAL NOTE FROM PRIVATEI R PRIVATE G ` APPROVED BY L CONTRACTOR RE THAT SHALL ASSUME SOLE AND COMPLETEESP I ILI IST CH AND LOCATION OF ANY UNDERGROUNDUTILITIES 4 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THISO- STRUCTURES SHOWN ON THESE PLANS ARE QBTAINED BY A SEARCHOF JECTv INCLUDING ET ALL PERSONS AND PROPERTY; T THIS REQUIRE- AVAILABLERECORDS. TO T a VO LED THERE .I- 1111ASM MD AUXINM RECOMMENDED 'ZI db ENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. . CONTRACTOR Mika liv ICONTRACTORU SD THAT THE CONTRACTOR SHALL DEF , INDEMNIFY DIREQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CONDITIONS AND DIMENSIONS , D THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECTTHE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES DRAWN AND SHALL REPORT ALL DIS- T SHO O HESE L S, I RESPONSIBLE O HPROTECTION_ GD, ICOECTIOITH THE PFOC aO H RAN=Ct"MONCIA,CA 9M P CIES TO THE GI �EC ,ECI4A LIABILITY SOLE , AND ANY DAMAGE TO THESE LINESOR STRUCTURES. -- ( ) aml RIO TOT CO NCE TOF THE O OR THE GEE • t F Q . O SCALE Ill Milli ill 1111l I'll ill 11111 I'lill ill 1 11,11 11111 I'llillill 11 11 1 11 ill milli 111111111 ill 11111111111111 I'll Ill lllllllj1l 1111 liii,Ill I M Ill, 11111111 ill ill,1111 ill 1 11 111111 1111111m'I" I Ill 11 Jill I ill 1111111 111,111 11 111m Jill 111111- 10 IN=Ill 11111111111 111111 1 1 11=11 T E sele FILE NoaE= mi ypi-v glip-no R90JECT %5HEET NO, 0118-wo .fry. I. NNW sommormni { ; , t - + « f i•• • . a� a a.y/ • ♦ t ♦ i t t a e i r. A 'ei LAI ZA LAA L114-t h° / • — falpo,0 0.a7 /f 70 544VIST t40% I . Y'ROJECT SHEET A10. A PF 1.6- •, / C FAVE. All/ 0® . P __ t _ Q G . O �► tAK w;!V - t 4 — t I t - & 8 3 FT. N Le 19TH ST. SET / G I TOP _ _ 1E. END OF A HEAD WALL ® ® 1� r.. 0.686 - - - - -- - - P L 1 3 Jmom s • a ` f 8 aM q 0 •17 � f _t__ t a j- F rd 4 41 1+ Y.- tbo,4+ ! • O a 11 } /r r 4 i r t aA00 92LAC ! • r °d moonno.on r � t "K_ 41 4 A Nu - - - i ,•1 - .. - - - - - - - •o, - - - - - ;- 4-107 • ° f E f t ' t . t � 1 ° r tt tt t E I T f - a .4e�+ • r t t 1 ! • i • 1 1 rc4 t t ( • 4 i a } w t ! IF t 1 f �- • 1 i t p i 1 �d t _ ` 1 _ t f}} t e t S / a a - t >,i fl• - 4' 1-- •. _.. ' .... _1 _ -- -- - ... !*f s. ♦ - t } wr f i • ' i � • i fyi r ii• ; R t t t ff}} } f• _ �_ - — -- _ _ _ _ _ _ _ _ _ _ _ _ _. _ -s ° f ! t - 4 . } f « , 1 _ .- ♦ t AD P. i , E $ • '1 ; t t - -- -- - - - - - - - - - -- - - - - - - — - - -t \nit] i- - � _ •! - i ` � " • � {1 � � -� 1 ' { Y � r 1 r r e ♦ ° + P < ! • f t f a •� + e a 1k IL (p w }f I }i W E �. , v ! E 1 . i f • 1 f • mow. --0- y . � e e e e � e � �' { + �- 4 t ♦ t} _ ..... ^^}• � + •P 4 8 a e i • 1 M } . 4 1 l • 1 7 � r • 1 1 e _ _ - ' I _ . { 0 P 4 { A a • a ; 1 - '__ 4 4i si • l.__. _ .- ._ .._ _ _.... _ __ _ _ ._ _.._. W. t __ .__ - ..... _ ... .. 9 _._. _ _ •t t i 11 � • r r )q ♦ 1 1 � ♦ 1 ttt p • f r �f ._ - - .- _.-� _ ._ - _._ ' ; •, 6r' • ' _ .. ._. - - _ - _' _ .. ._.. ,. ... __ —. _ `, ._ - _ .._ 111 E 1 • t tt �, -' s r } s fff a iii f y ff iii i 1 raw{ 041E Af TRv N09 c. /vp �prg cwly Roo. 12673 a V f�`^ t �G 7 Arr• S . fill 1 S4 IL \ •y i + LA AL ° . . a �a e ejwl .� { v (�9 E^15V7S 11!W ► ,t "'"�....'°.. """ .ter /2 J7' r tl we V_ nomop— glijiml t ` 8'rr,5i " g`� q gra- ' i�'[ ,� s /e•ao rssysyss s sawwsae.Rs.:s:s sass-cwta::•.r'.� s s�esslaa. '� ��G�'+� 'r `°°" �� � . � � La // /�.D� h l ti ` E 4 ♦♦ q vy • • ♦ " , a Y - ... a .., o- .... _Vi- g --..... P o -... ..-.. 9 .. _ .....- _.-_._..., .._.. ._. _... ` } y t VX d i 6 B 0 • y �•f ♦ all •• «•, y y•. s @ ,`S � R •V •• • ° e y� ` •! A f - ♦ wry•.... i ` • I *' • g p g /w( i I/ ` p• e ipi I 1 MV' ®IIS /+��r A10. q• �`` ... ... yf # ,T 4000 C#4 V/7 .qEe oo,/ �. NX • -� ' • _ t CURVE DATA6 e 3--l-, - eA 1 t //✓ / _ gnow ,Y /� ,�A*ceemr 7-14-0 d � T V r of s / .G►/,/' � � � a P P f a a kiI OW& Ab,4% a a (";k IT%T'o 0 KANUHU LUUAMUNk7 CONSTRUCnON NOTES g ea AJoV,=w_0VZ-0�'e-- CONST. 4" A.Co OVER 4" AGGREGATE BASE. CONST. 8w CURBONLY PER CITY STD. DWG. NO. 301. A� �CHURCH STREET Al :5-ef�_ 4157A'1400;-� @>_ CONST* , DETAIL ' IMPROVEMENT PLANS ' do ADJUST 'SEWER MANHOLE TO�Q r N, r GRADE.!N r- f v .7 1 . �� �,� EXISTING BARRICADE. 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CURVE DATA s w Y /NC ON /. 7- �z rt CURVE DATA �a \ R L T DESCRIPTI ON of REVISION DATE APPROVE �� 3� R L T A R L T ' �v3 %�-��o y go¢ X32- r¢7.0- A �30�,2¢,, z367.�' ssr./o' 2T6.80' r .�� �' CITY of RANCHO CUCAMONGA �� �Z� O h �\ yr�r��U� i��3�-52" zo��o' /�.�' 20.89' ® 0�•36'�/" 2367,00' 3y2�' �� t o2-�'�, �3Ac�' ��3' �' c o• - M o o3°/p'¢3" Z�asa�� / .66 ' 6 .85, CHURCH STREET � �� © � � ¢a o6 8.00 /x•68 e•// O � � IMPROVEMENT PLANS 0 sr � p06P,OPO ® o i'� o ���' ,a9�' 8y�r,�3e " 8.on' /2.44 ' �89' /�'f� �' zt�' �. � 3, � V '• Of V� Q �� �� rfAc� ¢s/n ?1`s�" © 7y •¢3'3/" 2 400.cr� 658.70' © �pAPt� O CAP- ® i6�oz-�S~ 2.3G7�' z .� STA. 34 + 61 . 89 TO STA. 42 + 00.00 r� �7�S3G�y t31 Gt0 �'2, 7 STREET TREE LEGEND MIA ® © /, APPROVED BY VMBM SoTARM KAW comwJ l N�d+r1E opo zF lit`( © OT /7 3�/d Z�oQ �.�8. 37/. 1 NOT ' A PART 6�hC�r�+iTou po�lx-u�us �oTrl.� T� *2 15` I� ,�. ° " 08°5/'os" a�ev, 371.6 ' /86.22' G TY ENGINEER - �t,� RCE No.24953 o.5 qr ZSR+ z Oo 37 07 9�8•oo /o•¢5 5.2'1 O DESIGN MADOLE AND ASSOCIATES,INC. RE COMM E N DE D O /�° /3�✓c¢ X2,-40' 2� ¢3 ' I4.8¢' - O /0°¢6 '33' 2 3�' �5T 5 2 • ¢7' 4. i 4^ , ..,•:Q I "., CHURCH ` © � / � / OF THE INLAND EMPIRE - . ST�E E T 2� 35-� .�7�- .37 ® //°4/' 22" 2� ' • 2i-9B ' 10601 Church Street, Suite 107 O ,3 33 SS•77 DRAWN RANCHO CUCAMONGA,CA 91730 SH-EE T /3°¢6'/3 " (36,67' 3l8/' /6••,�B ' IJ�.f PHONE(714)948-1311 IL• OF 8 FAX(714)948-8464 ,A _ 1_- �vISE 61V%" .AM DANE AFMAC44 . 07P r-T T1�s5 -� ®® ql` 02' 40' 8,00' 12.71 ' 8.ts` y0 0/°38 30" 2��,00' 70 00' 3s•6o' HEC KED RCE. No /'¢e7¢ DRAWING NO. Y�V"% PKK T7<•l4WI IFt MAPOLZ A ASSoc•1A'fsf. e , , , „ DESCRIPTION OF REVISION DATE APPROV �© 21 5.00 �2'(-�° a'� O /9 38'J¢ 2.50 3/71 !� O/ elne ATE .ro Ce -09 FILE N0 PROJECT SHEET NO. 8 OF -96 r 86 19 '1 _ - I. 14 Iv__.°' � � ' ' �= 5, ' BENCH MARK BENCH Mm NO.. 96-5 d1/ e q A/ V ' AT THE NWC OF HAVEN P1VE_. & ' - - j.4- - - b ( ! l� llp0701 so ry LF 19TH ST►, 44 FT. W_ HAVENN - - -- y O - - 83 FT. 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