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HomeMy WebLinkAbout414 l SM 12A 1 ' S. A. CQ brass to p top west and 1 ll headwo l l 345 Bost of Archibald Sk I -.50.5 N. of main line track , 1 i Etev. 3 587 100 < 1 , i T { • 1 i yy rk site and exterior stretts shalt be in a neat, clean, hoYara _.free, orderly sta-te throughout construction. Site shall be cleaned upon _ request est of a inspector. • } f the e 1 o � I ! i the de t er from re 'onsi bitit • _ , .. � 2 City opprovoi of plans dors not ret eve ve -sA sP Y ,00 EXIST 8 FUTURE g } for the correction of error and omission discovered during construction. I ao t7 m , ao o � 0r ' � ,Upon request the required plan revisions shall be prompty submitted to the 1 , : _ o o I Engineer for rova 1 a 0 ao' a a o o +`oo i 3 Street markers per City of 1tancho Cucamonga Standard ' Numbers X401 ,_ °° N r _ h i to section - • � o v' � - � o `- s...- arta 402 shalt be constructed of eac n r - concrete i s :to be placed an sub gra-desot 1 , Is , If' he asphalt c cr to f t P P underan P C. C. r e n e A. C.C a t registered d the E P A fo use u r tea b eri I nt e s X000 g . - . . •shaft be >Jniformly applied at the manufacturers recommended _ - rote for the fu! l pavement width prior to paving. _. _ _ en asphalt concrete is laceii on native soil which -Consists of tacky 1 , •EXISTING TOP OF CURIE , or' CURB is RT. Tnterial the sub - grade shall be prepared by removing all rocks which P GROUND IS ' ttf 'protrude above the sub - grade and all voids or depressions shall be OR1 St NA L GRO TO _ . •30' R7. is + 03 fine grade material o quantity better than tfie 0�/afilled with a fi ad of t a + ©. 'tO — - native matert a I. m ai of _ - _ ! tO;8 o� ! _ • I E TOP ---i ' $uD ade stake drive t the sub - q etevati be _ rt e p vI'manf b , I .fuTVR OF C _ 9 -�may_, t o +� N o� ! 6. 1 r s d a u rage ort shall FL. X-GUT +,d - tractor or Engineer. The stakes shall be set at a 11 hinge _ _ - -- --- - -- ---- _c� ' t I .� �� � °�' � CoQ x W y Set by the Con - �, 1,-to • - o o �w points with 0. 01 foot of sub - grade elevation and at not more than 50 }( L J - - -_ .. - " o Nri �" C4 in o � vmz �' foot intervals. Additional stokes may be needed at warped or vertical _ ` CD ��00 o 0 0 oo °u roILD bo *W o o � ! curve areas, sub - grade stakes shall be in place prior to paving to ' 1 +no ,ow c, m permit spot checking of sub - grade by ins pectin n personne 1. 1 raoi i Oin X + : o 1m 7 shown re tentative. At the com latlon of 'rough radln• The structural 'sections �sho, a P9 g, 1 I soil tests, including R volues, shell betaken and a material report shaft r - e report shall contain a be prepared by a qualified soils engineer. Th be submitted to the CI Engineer for propos d structural section and shall City nqi l - i l e tection is review and evaluation. Approval wi11 be given when al! structural requirements have been met. _ PROFI LE SCALE HORIZ 40 i project shall 'familtarlte himself with the _ 8 Any cont ractor p rformi g work o s P J : _ f t n on RT I 4 w n E VE n t ext tin to c i l i t i e s resulting ti n 4 5 G 7 e -9__ _....__.._.. .site and be solely response be for any doma ge o s q g directly or indirectly from his operations, whether or not such facilities are LEGEND shown on these plans. AC OVERLAY Shading on street plans indicate a.c. pavement on aggregate base to be Installed. AC PAVEMENT N q, All work shall be done in accordance with these plans and the Ci ty of W Rancho Cucamonga Standards and the Standard Specifications tar Public Mbi*ks Construction A C REMOVAL = current edition. Contractor shall be tomilior with and shall be responsible for adherence to these sn Standards and Specitications. ai W _J > 10 Compaction tests of embankment construction, trench backfill, corn poctIng BI- A. W -original ground and all sub - grades shall be ~ W = It CURVE DATA ` °C 41 o n R = 600' performed at no cost to the City of Rancho Cucamonga. A wtitten W o I J d ? 160 35'52.2 report with these compaction tests shall be submitted to the city Engineer m N W ao W L - 173. 81 for approva I prior to placement of base material and/or surfacing . V N m A ' �. o a a T = 87. 52 II At the completion at paving a materials report shall be submitted WJa o a rn ° e T a N to the City of Rancho Cucamonga listing all tests or determinations M UF * o Q N W oL4, S o completed to verify: I . A. R - VALUE sieve analysis and sand equivarent of z_ a z g mI aggregate bases. 4 d' A. T. 81 ` S• F i B. STABILITY oil content and sieve analysis of asphalt - So. line A. T. S.F. R.R. R/W � �' surtacing. ` EXISTING E0. PLACEQ25 4C c2-AR I SAW CUT(q� RT A'S -°' 12. All pipelines of substructures Of an kind and telephone or - ' 4000 OVER COMPACTED - +10 Y P power poles, water meters, N REMOVE AC TO MATCH AC valves, fire hydrants, etc. shown or not shown on these plans within the right - of M.N. �, �, �,CAP MIN. QIO NATIVE SOIL _♦4 _ 6 8 th Street ; 7 � �' 8 9 s9 4 (t' �� ��Q\ � - ���� ��,.,-. . ._� + - ` — way limits or in adjacent areas where improvement work is to be done shall be 0*00. oo ° ��' '�' ti' �\ \ ��� ; removed or relocated as required at no cost to the Cit of Rancho Cucamonga. to 4 F. -} D n -,; �\ _--•�4$2IC1 q Y 9 gc_w, l - - YT _ - - - — — — t The responsibility of adjusting manhole covers _ o EXIST R/W• ..6� 03.64 TC. - - -- - _ �' J 9 , paving repair and paving re - LJ TR E STUMP CEDAR T�tFF' �i'. i F,H.Ql aj_ ! Exist. curb 8 Gutter Placement in connection with sewer and water line Installations will be the '41 �36" EUC• FUTURE R/�l I .,, Un / ..-Existing cons. responsibility of the owner, and shall be accomplised in compliance with TREE �W CONST, X - GUTTER PER + 3 a: CURD CURVE Const r. Curb a gutter a R/W q -' I `_ •�_ �w DATA per City Std. No.302 0 Driveway appurtenant Ordinances and Standards. 4 GRADE SWALE City STD. N0. 308 la: >- BCR. -I R= 2T' / �Ici 14• A permit will be required from the City of Rancho Cucamonga Engineering ow PER DETAIL HEREON �m a- 0= 90°23' 49" ol~ « Department prior to an encroachment or construction with Cit of Rancho ti x o� • u �, u L= 42.52 elm Z P Y y U111a W q T= 27. 19' o �,a W Cucamona easement or right-of-way. m m a -) ° I P.L. CURVE DATA ao +o a m N F- �' A = 90°23 49 m Ir ; O ~ o I L _ 23-67' 2f 11-1 '-0" z �' R= 1`5' CURD CURVE DATA W 5 �5 T: 15.10' R s 616' 6 .2 STOP & STREET a - 0" 16'42 " GRADE PER TYPICAL,• =-:•. NAME SIGN PER L s 3.00' SECTION, SH, 2 i 3 CITY STD, N0, 402 DETAIL - SWALE 1 EDGE OF � NO SCALE EARTH ', �,y INSTALL REDWOOD HEADER SHOULDER-I DESCRIPTION OF REVISION DATE APPROVED NO VICINITY MAP SCALE R,w Y CITY OF RANCHO CUCAMONGA EXIST. R/W, 5O' w+ 20' r i-- --- ---3 0, SEE S N 2 PLAN AND PROFILE > R ' f 2 6 D. R. 80 - 09 . 18 ' 18' 11 ,1 varies 8th• STREET, sly. side W SAW CU�- . 17. 5'f 10, 1 " = 40 COTTAGE AVE. Ely. o ,.-,EXIST. E.P. I CAP 0.10;Slope varies 49 MIN. ; 1.21 %to 2.OEP/ Sloe 1/4 per H. le, P LAN_ APPROVED BY DATE ¢ / X/ ao ARROw ROUTE ; I• ^— = T -" -_= EXIST PAV'T �`��'�` CITY E N G I N E E -�f U - = Future .,.-0. 25' AC,C2-AR 4000 ? RCE 0. 23889 v W over composted native loll DES!GIN BOERNER ASSOCIATE RECOMMENDED 9th St, Z TYPICAL SECTION 8th. STREET Engineering Surveying 5'• DRAWN 248 E. Highland Avenue SN,EET I \ Q NO SCALE Son Bernardino , Co. 92404 I 2 t iE - AT 6 SF CHECKED Pho a (TI4 ) tl83 -9435 OF 8 tth - 5 - --- �! i� DRAW 1 N G N 0. SITE RCE 29262 DATE 42.52 V C URB .RE . b os Cop op ' 80 V.C. M 12 A i - _ fieadwail345' of ArchSboldd� : S B CO 5' t gill- east o M �, m a�� I j 50. N. o ,main line track t.2►'16 0 to o , !`••p ..0 Co 4D � ON CURVE � { E1e1/. 1003, 5867 _ - f o r O f W d. GI ' GROUND ROUND o+ O r Ir► - r4 b Co u 2 I'C _ � R t x 0 I tr - ` BOc TOP OF CURD o 7 RT. u Q m m � all 0► m O 22 RT. 1 m m 0 0 + LEFT .. .. ' I �* r�� ,. _ 1 1 t �W 34.69 VC o+ " 1 _ - + 1. 00 Q I : rt 8Q ~ _ N m _ M j I i 4 � O o u a > t W 1p.a5o�° o � p _ 0 CDa i 1 i I is 4,03 m O r O r ; - OD w ; om os m m .ORIGINAL GROUNO p o _ f 4. o .- -- O _ �OOO - .TOP 0 F PVMT. T. 0 p _ I o m o 4- -_♦ 1. 00 % (Di rL � 4- 0 _ � 1 000 ---- so' V.c. ORtGINA GROUND ` , - f FUTURE - ' a --.i in .TOP OF PVMT• �4 j 1 94 40 O a !>' m t t, o% t 1 �I- J. '28 �o ! 4 Q> int p,T7%_ �1-E�- _ _ - _ _ 4 U in 0 Kj oo CD P N t` O al m 1 OD t _ O l0 � N V1 O t Q d - P- O o+ r a . M1 f N � Co� 0 vs r � °1 - 40 RIGHT .. 9f. 53' vc w � ^' 1 t000 - _ SLY 000 ID --t I o+ too' V. L -ORIGINAL GROUND _ 1 j 27' LT, if I a o FUTURE TOP OF CURB 22' _ - R T. t 0.80°0_ ` ! aJRiGttrAL GROUND ; t 1.04o •l ,,. � .a ,_ --~` _ - - • _ , 1 � 27 RT .i t O TT ....-- - ,�� m uj L ._ - M i N mIn o aT a' E A I a m V:: Cr L, amol C HORIZ I" - 401 _ � m } �' M { sn O o► - tn Ir 1 I 11 _ 1 M U i i , j , • ; - � _.-_._.__. __.____ _f __ _ ._ a 1745 VERT I 4 10 9 9 7 6 5 4 a - " g 10 SEE LT. HEREON 3 1/2" 6" 3 I/2" oil ` I W � 3 T Z I . > :O I . Q th plo wOo EXIST. R/W I Q z a SECTION E N D CUT OFF I i ~ W *UTURE R/W w u a 1 z_ SCALE I 40 '';' 5t43.21y� SSS DETAIL AC BERM t in , ECR is a I� CUR$ A pG N 0 SCALE o' V • �! ''oto ,t 1.T..g6� F• 6 GO�� o► i Z u. ~ 3 a o: j �'' qfo• 3 \O i 0 p3 ` i a� rIu 1 C C, E.C. g5. SEE SH. I + O I al - I !1 � u 2 I mI / `c 6�g'� 4 " o: . rill ' - • Existing R/W J , - O a _ / _ �5.5gIC. crowry;. 1„ :.Crown line ,•M.W.D. PIPELINE 10 m ^' I - line -9�i�_ For Inf. Phone (243)'6264282 W M u PL. CURVE DATA �L • --r- „ `� '� '► :M.W D!M-H. Jro 2 a CURB CURVE DATA v R= 70 �� T S 8 45 02 E frL r ACACI A STREET _ _ - - - - - = '44"D 4 ,, -�w-•��°�_o ED - ''O r Z d - 53 18 47 _ 8 w ;z O m R= 1 00' O L= 30 1 6 t 50.70 o N :-FUTURE CURD 8 GUTTER ,. a. too p `� " Existing E_0.... ) M N ) �4. 4TC 9 50= ,�• STOPS STREET -'' u COC} - I 13 4•_--C' N - _ _ K/ -�� 96,cCONST. A.C. BERM (Ble) _ PER DETAIL SHOWN HEREON � o T= S. 7 � CURB CURVE DATA __- - - - - --- - - - -- - _ _ _ _ - - _ _ - _ _ _ -- _ _ �! revner <'- --_ W M H as j � -- --- Y_ --- NAME SIGN o Z L= 17.45' `�' N z R = 65 ' PER CITY r- -O °4.)P0 3 u� ►- o -� G- 57°IT` 45" Existing R/W _ - °j - Existing STD. N0. 402^' '" .. o o .- oC W u fence,. : �' - j ` E R/W .'_ a ;:- p � M. a * 65.00 �° �'-- `-^-� - CURB o+ u n3 _ '" O �� Q� -� AC BERM WITH CURB �+_ m PRRPOTED-•` f t CURVE DATA a I-' u' u ' GRAD TRE PER - - adj�to grad JOIN 5 _ R -27' ��� M "' t0 4- o o � �laozw PLAN GRADE TAI 70 DRAIN 55TC CID � LIGHT "w - '4 '" r c n �' - { h3 W W U f.. 1 % MIN SLOPE LLJ o I� _ 9 0 2�3 9 C a 3 }_ 3 Q io a CURB CURVE DATA , Ia n nt, FUTURE R/W o: Or 42.5 2 u 40 f hlc a O �� ti a > > o: �' �G G' CONST, CONC. CURB 8. 1 11 � t*M a �' t ° �' Ks �; � �" aom c U op jrL - PROPOSED R/W ni " R r 65 ' u u GUTTER PER I], ,. j n O 2 S (7 41 0 INT IOt 00.00 /f °f ST N0. 30 - 2G te - ITY --r ca 12 , 4. _ } 'a,' Q W O 7t 13.83 8M STC . _ - - - . Li ST- 6 - - - - - =9�rj iC �97.36TC r , �,�C+ ` r� ti `n W in OF IMPROVEMENTS "� Crow line } oO�I CURB DATA u wW Z '""P CQTTA 0 F- �� �� .. -� r�rO �O ��• CONST. a.C. GERM ( 8") PER DETAIL 4BOVE t m zir R _ 100' M of m a= W +7- -.� - - - f DATA 12'` 0= 0° .� _ - t 8 U E � _ � ,� 2•• - -- - - 5. MH _ -- - - -.,, __ - _ - - - _. -.ORIGINAL I N A ! ---N .- 19�.W _ - _ zz _ t�r� -�.�i. R : 8'E GROUNDL Q° 8T R/w --_-- � 6 �I��1� � Cu �� '-CONST X - GUTTER _ 5 0 ` 4 ^' Ta� GRADE PER DE L TYP1sC L SEC I ON - -r`o grade 90° 25' I7" , ! L 17.45 �• PF CITY�STD. N0.3O)z� -N - 111�TAtl REDWOOD_HEADER AC PAVING- PE_R E 96.GOTC ' '-' •r �� 53' DETAIL DITCH - -- -- - - / , ° - -- _- I A L S E. T 1,N =--- �_ _ -� � 0NY ` 9*9 _ ... "-? L - A C BERM PER NO SCALE I ._. <- - 8 DETA I L .HEREON 1 nT - - -' v` � ---�C-- •- _-�--- - \� � q�� � E X!S T. F�/W END DITCH OD cI a I EXISTING R/W FUTURE CURBS GUTTER EXIST FENCE _� , ...1I� BEN. AC BERM PER v + "�--I nl ,,, \ •S ' -rMYVD. M.H. �t92.G DETAIL HEREON EXISTINr Q� G T2 � O CRt - GARAGE u' r �* fi C C o I ° 20 CURB CURVE�J t ATA N °�� i�h -8C r cUR�R9 AM M ao I W R:36' ..` at I 1 PLAN e= 90° 2Silt T BCR I`I W' Q � � -��3 ` DESCRIPTION OF REVISION DATE APPROVED wW L= 56.81', I u o v o ^� IMPROVEMENT T= 36.27 m a l� � •_ RE CURB 8� GUTTER Exist R 'W I T�/ O F RANCHO - C U C A M 0 N G A CENTER-INE ',�( Q � ; ..,� FJ TU Exist. R/W Ex s / C i NWEST PROPOSED• I mj o J' GRADE DITCH PER DETAIL HEREON R/W x5 ' R/W EASTSI DE 111 1 GRADE TO DRAIN 1 /o MIN. SLOPE + ; , ,� 8, , FUTURE I FFUTURt PLAN AND PROFILE or °f P. "",'FUTURE R/W 60' _ 30 ?5 4 ',�4--- � ' I 3 O' -- -i 3 0' I D. R. 80 09 _...._ W 8' 17 ' 5' _'. 3 ' c 24_.6.7' 12•x.6 ' l/ ° e ' 22 ' 44' 22 ' s' ely side COTTAGE AVENUE • CURB CURB DATA 1 o. too' 24.67 24.67' 8th STREET SOUTH 1 t t, 25 ' g R42EC �: 17.4 5' , B ;slope 1 II APPROVED BY GATE ¢ / 8/ . O.2 �3 4 ,I/J.i T' .Q29' MAT H LI E = 8t 53 97 RT CURB BC. ' 1/4"pert I. s lop CITY ENGINEER RCE 0. 23889 2:1 0.21 ,'• SLnPE I/4 per ft 1 t X0.29' ii4.17 :0 29 .V4 Per SLOPE•,) I , level'; line 8130 DESIGN RECOMMENDED L_ ) BGN.DI TCH PER DETAIL - - - - ;_ _ 7� 4. HEREON `'� -j-r-- �- - -`�'lev+�, llne 80E NER 81 ASSOCIATE 7 F�t'sr Const. cone. curb jutt r SEE @RT. NEAEON Engineering Surveying � !' 1" `FUTURE Katural ground.' Place Per City Sid. No. 302 - 1 E. ;� IMPROVEMENTS = ;.•INSTALL (SEE NOTE T ) Highland < . ,� t t5, 1; r �, >, , '' • x = 1 GRADE AS-- kEDW00D HEADER DRAwN Sae 8or ord aCa.Av92404 enue SHEET 1 SCALE I 4O SHOWN ( FUTURE ) Phone i714) 883-9435 2 OF = TYPI CA L SEC T 1 0 N - COTTAGE AVEN UE TYPICAL SECTION - ACACIA STREET cHEc►cED �,�� 2z eL DRAWING No. '• f NG SO LE NO S CA LE c RCE 29262 DATE