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HomeMy WebLinkAbout153 •61N1EG as ft'f'VaP4X GG - KE!)k.�Ef 4 E'!�:" GU- KE/,kk.Er " HEI Cn- GENERAL NOTES �t X 30 101INCH � ♦ X 5U 10 1ME: IVit:N , ALL WORK SHALL BE DONE /N ACCORDANCE WITH TH/S PLAN ANO THE COUNTY IOF SAN BERNARD/NO CITY Of R A$�I! ;ST R S PE � �wly, � � NSA P ,� FIF1CA TIOwS; } Q - $ l I I i � -[ T I I � i � � 1 1 i # I � I 1 I l I I I BENCH MAR ATA• i OBE K D }} I 1 I I i V1 1 I i 1 1 k i I 1 1 1 13148' I ; 1 — t f 1 # t 1+r i I i 1 ! ; I 1 1 1 # I , f 1 1 I 1 I t 1 1 t i I I I t / # r /LE T 6 II M E L I A 97 AS 1 8-3 // / G2/ t E MARK 5 UA 7 EK 6 .5 5 J ,SEE BENCH M R Q D. 34 J E 8 60 ( �• , I 1 I I I , 1 1 1 i # � f Q W t t l {{ a I T 4 { i 9 t i i • I ff } ! t /4 /4 � I t i i ,ALONG /9 Sr FROM EUCLID AVE O 5 M/LES /O SAPPH/RE ST ACROSS FROM D/RTROAD ' 1 1 � - , I l I , I I I I I ! rrr 1 f c i v 1 { E / L /N NC A AL.L R r v R TE E W FOR U / E /N D B f / ST A P L10 H .ER i THEN H OR ; JD ORT BO 9 (.i 0 I I # f r, 1 t I 1 i t f 1 I I # 1 f I �I I # i 1 1 41 I "T� i I c; • � i �C i I I 1{ � COMPACTION TESTS OF EMBA KMfVTCONSTRUCT/ ON� TREKCHBAC KF/LL, COMPA TED ti i , ORIGINAL GROUND, ALL SUB-GRADES SHALL BE PERF ?MEDAT MO CDST TO ME C TY QF i + I, I # r ! # f 100 I # # t t # RANCHO CUCA MONG A' A WRITTEN REPORT C W/TH THESE UY fPACAICW TEST �0 S -W-44L I I I , i i i 1 { ( 'i i I # V •.+ V i , i i 4 i - - i SUBM/TTED TO THE CITY Of RANCHO CUCAMONGA DES/G.VATED INSPECTOR �1 0 / 1 , kr I AS / SAN 511 FAC/NG. k R?R A fPROVAL PR/DR TO PLACEMENT OJF B E MATER AL D QR R y # 1 GR D @ /4 v TO AY /Gf/T I 1 , t i 1 � t i , OP $ D + � # I I� .4T THE COMPLETION OF ROUGH GRADING A MATER/ALS REPORT � THE PIR O E I , SII 1 1 • I _ , i i - 1 _ r , , # + i , I s l i t i ;STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRJCT ,ENPhV45ER Tt� THE CITY 4NG/NEER FOR REV/EW qND EVALUATION. 1 1 I , I # I 1 + + PPR VAL �M/LL E /VELA iVffEN ALL STRUCTURAL SECTION RE /REMENTS HAVE B ME . t � � , I i A O B G 0 Ql'V �EN � t I i AL W TER EWER GAS MA/NS LAT SH BE S R T O i i I # L ,E1 S �` ALS AL4 4N j LIIC E,!? fl-A I i # � , # , Q i { 1 I I # I I { , t i 1 r 1 /V/ , t ! # # # � /NO QUAL LOT PR/OR TO PAVING. # # I 3 Q � ,/ I � i f i I , I � I f # j ? • # I 1 � V A MAT / L OR ALL B SUBM/TTE T I I T C MPL OF R4 /NG ,ER A S REPORT E D O: 1 AT ME 0 ET/ON , T 1 , 1 P. /. 4.p3 � Q t f f f , { # t , 1 P E : I I I Y T T NO A T T / T/QHS. C Ai ,L EQ T I { I 1y{{ C T YN n�/fr�E OR L 3 ST /� F//��M Q I 0 I t,4 � � , # I I 1 1 0 : I f 1 # I i , I 1 ! 11 I fti I 1 1 1 i I i i ( O f , i w i 7 1 1 k 1 1 1 { I I { 1 R /,45 E ,Y Y , t 1 I 1 f , 1 1 1 I � 1 i , I t f 1 ! i i I I I I i 3 d RVALOE S/EYEANAL S/S SAN E4U/VALENT Oc A GGREGA TE BA S ES , ; # iI I { f t t f 1 I I k ; t � # I # t •f, �0 O j 1 ! � i ! I i f { I I C Ci # Ii 1 I 1 I 1 � I 1 b� STA STABILITY, CONTENT SIEVE ANAL YSISOF A PHALT5UR FAC/NG , I , t � t i t w i r r r t I C i i # I t i �Q t 1 1 1 #1 ( I 1I I1 1 1 I I iI I { , II 1 �1 I 1 A SPH ALT/C CONCRETE /STOBEPL CEOD/RECTLYON SUBGRADE ASO/L STE L AN T •1 I I I f i , 1 t` i i t , 4 t0) . I i o { + I 1 { 1 I I O Q Q t i 1 f # 4 I i TE EO Y H USE UNDER A. E HALL BE UN/FC7RML Y I 1 � ,PEG/S R 8 T E E.PA FOR C PC.0 S i I I i 4 4 1 1 GG , { i 1 1 ;_ ._ .-: { � _ _ so _ ._ --' � � '- - � - � j _ , _- ; -- - D Tf7� f + t # t t t t t I t t t # t t L/E AT THE MANUFACTURE$ RECpMMENL yPATE EFL/ t i ,4PP D FOR f311 ! f N � i a t 1 j N i 1 # ! I I i 96 T -I. I IPR/OR TO PA V/NG. 1 �A"� �•+•� L1 _ - {• F ( I .t i { � j i I i { I I i I i i f o } } t t ; 1 f 1 1 t , I I t , 1 ! I 1 j + {{ A PERM/T FROM THE .C/T Y Of R N 0E� � _ A CHP: CUCAMON A WILL i { { � r , i , 9 , { ; I f � I Ij , { , t t , # i i I I 1 I I I 1 I t I I F , I I I + # ! 1 i i r?EQU/�(jED PR/OR TO Tt/E BEG/NN/NG Of ANY,H/ORK ;oR I CONSTRU4'T/QN IV/T,H/A( hyE I # 1 I r, i i I ; Alli. OO,I i + 1 - # f # # 1 # �. r _ r 1 1 { r I 1 I /TY R161-1r-OF-WAY OR EASEME�1/T � i 1 I i r I j I i 1 # 1 + i + t I TE E PO F R POW S ; LEP O R O ,N ' -IND AND NE L/NE UC E A Y D HO L PIPE S R U T R N t 0 S S R I 1 i :s Ac ar us ; f C i , 9 I 1 1 1 I I I { , I i I I , 1 1 11 i I I I I i 1 r I I ; { I 1 I I 1 f 1 ; N L AN { I N HE E P E RA TS E W NOT SHOWN 0 A A EES VAL V HYD N T H LA 0 0 T S TER T R C. 0 R H M S S _ ;W I i a { i , i f t i f fi � I I i r i i i , i i I I i i 1 f 1 1 + I 1 - i I 1 # / P # EN N E WH R R V , E D A C A E OF I R AEN E /M O / E L 0 TNIS O V LOFWI T D T A E T N T M/ E AREAS lv H/ H TS 1 i 1 I - s a { j I , # I Y I i i I , , 1 i 1 1 I 1 I , I i i i i A $HALL E V L C T E / T ! / E L B REM E E A R S ONE S A O RE A K O 4 E WO T 6 O Q I f M { NT O CLQ S 4 I I , ; Ff I I , I 1 r i , I I 1 , { i i i I i i ; i j # � i 1 1 ; T T I I A 1 / ./ C G SH LC. I C F RANCHO U A 0 A 1 ( 1 I rV0 Cc7ST TD THE Y 0 RA O C M N i I f I I I i I 1 1 I i i r I i mm /f i 1 ; F S.Q11 , I � I i { IC 5/ / / E C ERNE . OW ES N L T T Y LLA N S D N PO B N /F A BeE T R Y O T C H O E B G , ER S i E I 1 i # ! I 1 i i I I , i I I I I 1 I { I i f i I i I p i i I i I i I I N T A C i H/ C F L ONC ETE A ED N VE L w H S O R4 W ATC R / iaJL ON AT/ / C O EN SPLA S C SO S fCY I H A SI 1 1 10 r 1 I t i i f 1 I i I 1 I ( f 1 I 1 : : 1 i I I 1 LL N A P E OV/NG ALL ROC N/C i E U H B REPRR R M A k W MATERIAL./ TH S G ADE E EO BY S M T A B R S i I I R L I , t i i f t. , t t i 1 I � � i 't 1 1 � 1 t I i.- , --{ � .• i �; i t 1 _ � i I i 90 PROTRUDE ABOVE THE SUBGRADE ALL VO/DS OR DEPRESSInNS Sh/ALL BE f/LLED I i i M i # f 0.40 I # 1 I I I ( I I T N. R. { # A G { I 1 1 I i t I t � t i A / L. WITH FINE A M E / L OF A UAL/T BETTER THAN ANE M TER A 5,14 1 1 A GR DEO AT R A 4 Y H 1 2. � 4I i 1 I I , i I N 1 i i , 1 i 1 I # # 1 I i i H I 1 SAL S / A T/ I UA L E ETR S A ES BE ET Y LEACT f. 4DEQUATE B PH T T K ENG A E N ER 1 EN 8 i t a { I i 4 I , I # i '� I + i E 1 1 xs 1 / 1 4 i i i { ! 1 { � I 1 , # i I V II # 1 r 1 I I i I 1 i i IN Q Q IQ T 1 t l # � NcC { f 1 1 i I � i _T t , i Fall I I I 1 f i 1 I , ! i � 1 I v I 1 H O T O d• t # ; u 1 , I s # I I � I 1 I ( r i I , 1 i ! � � 1 I { I I f 1 i , ! C I I , , Q 1 i 1 I I 1 ; # I 1 , i I i { 1 1 1 I 1 f 1 I t E { `V N i t 1 t 1 I i i I I M 4 t r I i i I O 1 b I i � a0 # i { I I , I 1 I # � 1 •o t # 1 I a i � i # I ; I 1 f I � \ i (, ! I : ` I I \ I t ! 1 i I i t d I i 1 i t i / 1 ; M W +� f i V 0 { i , t - I*i I 1 I OD f I 1 I # 1 ! # , : 1 I 1 1 I i i i \ ti I � I i { t 1 t I ( I I r # 1 1 1 1 1 I 1 , I i i # 11 L i I i 1 1 N i I I I 1 f 1 I O N I SCALES, Y � S A E PROFILE C a i PR E � i # i i i i 1 1 1 i t i i 1 i 1 1 , { # I I � ff # I• t f t t I ; I � 1 , I i i t I I E- u { I I I I t I . I f i i } I I I 1 P-40"; t I : f i 1 , i O / R Z , , t P t , , 1 f t { 4 { � I f i I i i I i 1 i 1 d I v � f A14 t t # � tf , # I i # # , 1 � # t ! 1 / 1 1 I 1 / 1 / I f t4 � a 4 4 i I O C. �s 8 V. I I 1 I fi I # , r � W I ! i I 1 VE T. f 1 i � 1 I � i � 1 f # 1 <" t I I I 1 1 1 1 t f t I # � f 1 I 1t4. 4 1 4 I 1 t 1 � 1 # I I 1 1 # � # 1 I � I 1 I ! 1 I 1 I I i 1 I I 1 1 1 I I i 1 i i I I i i I 3 3 , I # I V 5' I i l i 1 i I i I i 1 I . f 1 , i , : i 1 Ii , I � i I I r { i , • _ , 1 PLAN SCALE + ,����• - - - — - --- _ _ 1" =40' CURB RTN DATA �9 FST/,tIATE Of QUA/VTIT/E-T I 33 ' 33' /. 40/O SF D. A.C.F14VEMEIVT ' R-20-00' • 22' Z. 2/Z LF G"�cC.cuRla 1040",C-AcIrrisiz . T=ZO 07' �, 'I�. 3. G.� LF J-G c. 4CUM0 oNLY G.5 q2 4 404s,- PRO 84 SF 8'P.C.c. Gi�sS-GUTTER -: - (i I ),^ � �E•. B /530 SF •�°'PG.G• SrlOE(NAL�G. •. W I I MPRO V EM 40. / &A- AGtJUsT s7'c. 707 G,� I I ,� PRppOSEO 66-67 ORANGE 5T. I I ER FILE AD- 7 34 ,LF 4%4,4 ie/c,� ROA p Np• 133 O 8 .9Z GF 80"n uv HIGH Rcc.Brcr.,C NrtIG[. i 0 to . b , • � O I I I I�0• 4 ,r SBC JOIN PROP. WgLA' 0 --- - _ --- -- p I+2l8j - N oie .S 0166.5 0-f46.5 i� P ~ O n v 7 14.as\'�1 i4. 7 14.20 13.76 6 a y E v ,� O I o PROJECT ` C, WN LINE- �'� O� LOCATION CONSTRUCT/ON NOTES ,Qalusr arc. ra� , ' - ,�.7� D 1 Construct 0. A.C. Po vemlenl`,o er Soi/s Report Genera/NOfest A� 2 /3.a6 rc. y 2 Construct P• C.C. Curb $ gu/te/-per Std. *116 o O /2.5¢ 2 o c O d 3 Construct PC.C. Sidewo/k per S/i2' x/09 Type 'B" - "' GARDEN Cr COnstruef Sio'ewa/k Ramp per Std. //O d� ��.a i5 a o w o f 5 Construct Sidewo/k Ramp per.Sr`d '�//OB �xt �8 3 Construct RCC Cross Gulfer ,oer Sr'o'*//9 CONsr. 3o'iv/iN.pc.c. �.c- BLK-WALL PER STO.*302 U 5 tu 7 Consinicl 34 LF std. Oarricade. Per std#W5 GARDEN COURT �ta'�u�1Lx rRAA=r1" ^� � � s Z 4 � , IV 4 W CURB RTN. DATA I o9'Q 4 A=B9°48'35' R=20.00' X01 /9 rot sr. j PR/VArE ENG/NEER NOTE TO CONTRACr0R. - I Contr4ctor agrees that he shall assume sole and complete responsibility for job j site conditions during the course of construction of this Project, including safety of all �• INDEX &_ V/C/N/TY MAP f i persons and property; that this requirement shall apply continuous) and not be lim- ited PP Y Y t SCALE: /"t ZOO' 30 3o i ed to normal working hours; and that the Contractor shall defend, indemnify and � , hold the Owner and the Engineer harmless from any and all liability, real or alleged, 5 /8' l2' '� _ • i n -onnection with the performance of work on this Pro P ect, excepting for liability J - p g Y ,, ai-isiii� from the enle ne<_I,2cilc-r of the O���ner rn- th, l:n_�in«r Qv4�-� NCS, O 10.50 /2.5' S.5' 5.5' X25' /0.50 ANDREASEN ENGINEERING CO, FIELD BOOK REF. W. a No. s ' 580 N. PARK AVENUE CITY OF RANCHO CUCA MON�A f PARCEL MAP NO. 4 693 t RavavA, CALIF• •(7/4) 6Z3-i-v5 , STREET IMPROVEMENT PLAN ROAD LA0. o a91 , 1 .0 16• DE51"Ep Rr 0"WM •Y CNEC"D IV ..a• .o l • �, APPROVED BY sLOPe 4 • M L. G.E.R- SLOPE "•/� LEVEL LINE - FILE E NQ : . . COURT R..C-E 8205 u 6 p �d t0 QB, ^: f SUBMITTED T C- E_ - 1 DATE Sapphire St. ° / ,W/y. RECOMM LADED/APPROVEC w li 2 TYPICAL SECT/ON 2 1'T P oAAC _ _ ,�,���„ , _ „-zy MARK REVISIONS APPR T �"J -"�` -r _ -- _ ; SHEET it