HomeMy WebLinkAbout104 NOTE : ALL REINFORCING
SHALL DE M'4 BARS RAME COVER PER vQ/4
A a 6Fi1/E/PAL NOy'FS
dD /2" O.C. DOTH WAYS •_ O� Jro. PLAN 204 3+ a N /¢ it k�o it
/N roP .!'L/l e f wAL Ls w IU "� ° /. ALL WORK SHAL L BE DONE/NACCORDANCE JYMY Th'ESE PLANS AND THE SAN BERNAR6/NO C'0UN7Y STAT
-�`•b t-•4 eARS EXTRA Z ° 4 ` d ° b b OF CALIFORN14 DEPARTMENT 0F7&NSPOR7X7'101/SM41,04QOS AND SPEC/F/C,/T/ONS.
1 ♦ QAR iYTRA h /PATURALi dLrNO °� '�
e, ♦ m b 2,L3EQ/CH MARK: CSBM 8-33-OR/YEP/N W/TH CS TAG- SX/COR. /9TH Sr /IND CARNfI//NV STREET 4B"/Y/O L
s- s E,eAes Ex 'I. uw'r� N on/ wtr. b �� - C,4"-rZMNSr, 1/'5/0 T /9rllSr"O 2'f/O WESTFNDCURBRETURN, EL Et!/566,SBB
: ♦ 01
v v I 59.s F� W 4 ALL P/PTL//VES OR SIIBST,PUCT-FRES' OFANr/CIAWMA/0rNAVAyONF OAPPOWFAPP0IESA✓ArF, #TTFA*5 Y41YFS;h0Y0A4NTS,
v q � � ' E7'['>.SNO/Y�YG►QNOTSyOIf�NONTHFSEPIANS/Y/Ty/NTyEI/M/TS OR/NADZAIENT AP6AS fY//f�PE1MPR0YfyENT
po/o t I` WORK /S DON£,OND•S114ZI M fEAf6VED 4, RROCATEDAQS kPFLSY ABED 4r NO COST TOTyFS•4N BERN,4kA1NO L'OUNTY�fA4
, 2/" - " C.S.P.A. /� �A FE I; * 3 *6 � W 4FP4,?7A11A7 0.?STATE OF(.Mr0jPN/A OFPT OFMNSPO MrIOAIRT MWI JETNEDfYEIOPffits,PftPOHf/BI/RI TSNOT�frA/1,lFfivl�Ff 1T#iWHfp
COMPACT/ON TESTS OF EMB4N.('AIENI CONST,PUCT/ON, T�PENC'H BACKF/LL, COMPACT/.4'F OR/G/NqG
sAR ExrRA a: * n i D'' q N /$SO CROUND ANO ALL SUB6RADES SHALL BE PE�PFORMFD AT NO COST TO SAN BERNARD/NO COUNTY
h r A 2/"X/S" C.S.P.A. �� \I A /Y,P/TTFN REPORT OF THESE COMPACT/ON TESTS SH,4LL BF PROy/D60 TD T/YE C041" CTS ADM/N/STRAIT/ON
s 60 M �; p �' �' �3) 14 GAGE PER O a ba b A/Y/S/ON OF THE ROAD DEPARriVFNr rOk APPROML P/P/OAQ TO PLACEMENTOF BASFM,47Tk1ALS ANDGRADING PLAN OR S41,fF,4 C/NG
a ^ ` /• TOP OF WLY. CURB PROTECT /N PLACE0 q ID ^ b 9 WFN CURB DEPRESS/ONS ARE OfOY/DFD AW 0A1PF 1415, COMPLETE DSP/!/6J1'.4Y C"ONST,fL/CT/ON WILL
CURBti Z5 a/O� 0? * N n e� BE REOUIREQ /NACCORDANCE W/711 COU/YTr RA4D 0EPA,frME/Vr STD, PW49 N'/49 OR ,fTLATED
% 1; / (3' h n h SPFCiF/C4TiONs.
U TL.E T DETAIL � - P�O,oOSED ¢ G�"4L�E y ^ '� o
n ,� m h Jo 00000
9: N!rlEN ASPy,4L T CONCRETE/S PL ACFp ONNAT/YE SO/l wh��C�y C'DNs/srs OFA ,Pocry'M.4rFR/AL,TpE SI/BGRADE
•/� h c$U M 2 A8 S/1ALl BE PREPARED BY REA/DY/NG ALL ROC&S' W/1/CHPROTRUDE ABOVESVB�RADE AND ALL YO/DS OR
ti o•/.) DEPRESS/0/VS 511ALL aE F/LLEO W/THA FINE 4RADEP MATER/AL OFA OWL/rr BETTER THAN THE
01 / BX/ST. TOP OF wt.r Cuts � � �q Q� / L 3 . NAT/PC V.4rERIAL.
°• r /•�9 c / 55. S. A PERMIT W//.i BF REOU/RED FROM THE SAN BEfwNDIN0 CODNTr APOAD DX",e7MfN7' PR/oR TD
°., PLAN �. ( •� 4FA'CROAC,VMENT OR CONSTRUCT/ W WITHIN THE ROAD AFPARTMEkTS G45TMENTS OR R/CHTS-OF-WAY
/ SCA L E /'=4'
// 0,0� ^ b / !. ADEDUATE Sr,,4rrS SHALL 611E SET A'3Y THE EN¢/NEER TO FICIAL£ THE CONTRACTOR TO CONS7,PUl'T
%7-
1
' // so'V.C C. THE WORK TO PLAN GRADES,
Eo' h M 3,4 j//•/ P./. G3.ro/ •�-�/S6b V. SU,e6.fADE STA'T'ES DR/YEA/ TO PAYfMENT.W8SAADE FLFYAT/OMS SHALL 8E Jrr Br XNE C'ONrt wroR
OR EN¢/NEER. T//E STWT5 SMALL BS WrArALL H/A'�EPO/NT, EDGE OF R,4PS !FzVr XND CROWN
W I �o / 3.3� PD/NTS W/TN/N D.4/ 'OF Tf�/E SUBG�PADf El E/�,IT/ONS AND AT NO/11ORE TiyAN SO'FOOT ENTER✓AL S
14 /• AIOO/T/O/VAL STA,t'FS MAY BE NEEDED AT Jf'AROfD OR YERT/CAL CVR//G APE'S. SC1B¢,PADE Sr.4&SS
SHALL BE /N PLACE PRIOR TO PAw*0 TO PFRM/r sAor-Cf1EC,t//I'F OF SUBFR,4DE BY /NSPECr/oN
CURB FACE I ? N / PERSONNEL
4 k'' 14 ,� 4 N A PF,P/N/r FROM 771E STATEOFC�4L/FORNI,4, D1A,07,V_r*rOF T,PA4,VS,#OAOTAT/OM WILL dW jPFDU/QEQ
* TO ANY FNC,fOACNMEAd'TS OR CON.rTA¢UCT/O/Y iV/T/d/N Tis/E/R R/¢HT-OF- W,4Y
EG� oo 4 a4 tb/2 MAX h // EX/ST. PROP/LE PR/O,Q
c[EAA! ¢.• qj / .,� K. ALL WATER, SFWEAP 4F4S j(LArrewS s4,wL eE CONSTRUCTE'D PR/oR 70 PA/i/N♦.
ti VAR/E1 7 VI N MIN p zcC 1po�b � 10 ` / �
4 " AfA)r — _ " G Q�r.)e 1p �/ / 0. AT TiVE COMPLEX/ON OF ~INF, A MATER/ALS RFV 0A7- XIM LL aE S!!6M/TTED TO TAE CONrAACTS
f a 4 1�"M. X 6 � o .. b /• i'/ EA'G/NEER OF THE SAN BERNARPIN0 COUNTY ROAD DfPa,PTNENT LIST/,V4 ALL 46SrS OR
o " - a 1 v / / 1` DETERM/NAT/DA'S COMPLET�p TO YER/Fy;
° S -E E ° a of ef. / v A, R-I',4L1/F S/EYE 4NALYS/S AND J,IND E®UIOMFNT Or AFFRE6ATs BASF
r •� �� Q + A ;oj�� /' d 3 e •/ !, e, STAB/L/Ty D/L COAITENT AND S/EIiE.�V.It YS/S OF ASPHALT S/1 ,C4 /N¢
SECTION D - D zo / ( 3 ( s' / ^
SCAC E /"=4 ' ARANS covBR / // b AR TWE RESPONS4B/L/Ty OfAD./UST/N4 MAN/fOIE COPEAS, PAI!//N¢ REPAIR AND PAYINf RfPLACRAff*T
PFR STD, ALAN' sO4 /'� �•/ � � �• '1°S�4 /N CONNECT/ON iy/TH SFWEAf AND WATERL INE INSTAL 1_4 7'10N W/L L BE ?WS R,ESPONS/81L/TY
04 Re are M 10%G PER ' ,X/w ,� / / v n �, OF THE OWNER ANO SHALL BE ACCOMPL/SUED /N C"OMPL/ANCE WI711 7i X C01//YTr ORD/N,4NCE•
CO. STo. 20� a I l%" s w // / 1; ,s AT 7XIS COMPLEX/ON OF ROUCH 6RAD/NF A NATER/ALS #ZD0Ar AND TiYE PROPOSED STRUCTURAL
1=7L/P 10 / / h SECTION SWOLL BE SUBM//TED QY Th'E E.YF/NEER TD MIS SU8,01PIS/ON SEB-rloV OF 71Ve &4N
BFRA 1,4RD/NO COl wrf' ROAD OLFP"4APTi+7E/YT fbR RF///EN'.4ND E7/ALUATION APPROVAL WILL &C i/PF/r
•*� `o•°°C• st orb of s/D �.�• T ^ � WHEN ALL S'TJPUCTVRAL SECT/ON REGU/REMc�Nl1 H.IYF BEEN MEET,
u T o ' �a 'ri j�► •A J3�'° Ay �' /1P, SAN BFRNARD/NO CO!/NrY ROAD W VARTMEiYT APPROY,4L DOES NOT INCLUDE TWE 6'Tr1AX*rE OF DUAN/T/ES
4" / /e "'4
y 6~\ 4- 0 /8'"MAX
7y= Ctnta +R4 a /2"A'rfAX /4 FA6s '
PROF7LF SCALE
ePBN/N� / � b EXIST. 7-aP tTT tvRS-y
.SLOPE A*LOOR Iwo ,W//1/ � d HOR/z. / _ 40
AriXoM ALL DIRECTIONS y� /'^ M yERT. /"s4 '
.SEC TION C-C" /�
COINSTRUCT/O1V NOTES f QUANTITY ESTIMATE CARNELIAN AVENUE ONLY
1�- CONST. A.C. PAVEMENT PER GEN. A/OTE /5 . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .. . . . .8000 S.F,
CONC.DRAIN EXISTING ARCA,' ,oioE 2O- CONST. 12"'C.F. CONC. AF11R9 f -PUTTER PER STD, PLAN N2 /15 MOD/F/ED PER OdrA/L _ • • • • • , , ,• /70 L.F.
PER GRADING PLAN ENCASED PE/P G.eAa/N6 ALAN• 3a-- CONST• ,42"X0 8"'C.F. TRANS. CoNC• 4 UR B � EUT TER PFR STD. PLAN NO//5 MOD/F/6D PER DETAIL. _.. . SO L.F.
+ " 4 CONST. 8"'C•F, CURB f 6'rL/TTER TYPE A 2-8 PER DEPT. OF TRANSPORTATION STD. PLAN N8-A_ . _ — L.F
_ C'UR9 DATA
— CD / DRIVEWAY N
AV- 5 CONST. MMERC L DR/I/EW PER STD• PL N 2
3Z CURB �PENtNG t�ER R/i`'1/ o-- . . . . . . . . .. . . . . . _ . . .
6 '%,- 92 CO. 5TH. 206 C& A - 89e 48 ' IO" 6 CONS 3/DE WALK PER STD• 'I 3 `/ 9 45G S.F,
F' R - 39. 001 PLAN N! /09 TYPE O . . . . . /092 t,F.
?0P �2' L s 50. 16 ' 77 CO/VSr, S/os WALK RAMP PER sTD, PLAN N! //O a -MOP_ _ _ 4o S.F
Id' �. T s !/..901
CONST. CURB OUTLET PER DETA/L / EA
E71/ST. l'N/GN 2 }'� !1 Q CONC. DRAIN i 3 9o----RCMOVE EX15T P4VtNCa .. _ . .
CONC. BLOCK I o �� 5 PER GRADING PLAIN ; r
WALL ti /4"FT 4" _ . . . . _ . . . . . . . . . . . . . 16 3 5.F
e; r
19TH' STRF�T t0 REMOVE is'3 co/vc, cuRe 0 �.f
N ^r » 14
k 112""LIP `/4 FT 7'/s" --- O O � y 1/i p SEE .7ryEET A 11 REMOVE 6rx/ST. CONC. CURB . . . . . . . . . . . . . 59 L_F.
.� �. y .y— v
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3 R M
4� 8 � tit( t � + OVAA BFR Z7
. ,p /2 M,4x e u b 13 /
til ' 4 r �' �: k� j h I ' w4�� 'f s I I 14 ,eszocATE sx/sr, POSTS i TRAFF/C S/6NS. _ _ • , , • • • _ . _ . . . . . . . .. S SA
�. F' ` om LQ , 5r �� k , t '� � ti v I
o dp W Q y -7 19 %k W ti%J•2 h �` 1 I
` k ;'3 4� k �� a X 2 a( O. S I O5 --- RELOCATE Sx/ST, F.RE HYDRANT ASSEMBLY AS SHOWN NEREON _ _ _ , • , / S4
I 6 - A ~ w V ti q o 18 6 ?w o ., 'K oW Q 14 Ac: I �- ADJL/ST. WATER VALVES To ¢RADE.
FCT ION A 1$ 14 • 14 r I s
4
SCALE I": � ' �► h Q tl� Ih w h �vtl.
-- aF t7!/ST S'CONC. �} "� 2 V >e 2 4 �s1 d' O s �° 6 n a tae (• f I ` I 17 ADJUST. TELEPHONE M. H. TO rrRADE. . . . _ / ESA
01 4 AILOCAC WALL �I ,} o b o� m a tb� w e _
11 O W q 3 44 Q �°� '4 7 1. lO `" II s h '� i ���' I `hL 18 CONST. M.H. f C/1RB OUTLET PER DETAIL HEREON.- ___ ____ ..__. .._. _ _ _ . _ _ _ _ . . .. / EA
o� a 1-- O r%:i EXisr cohr, N t �— -�° �� h N
r Mf� tx/� s'ecrc• � S/DEWA[,r � 1` � �. k k — � — � >� 3 � � � ) 19 CONST. 24 H/CN BLoc•K WALL PER STD. PLAN N_ 301 � J02 _ _ . . _ _ _ _ _ _ _ _ . .. GO L.F.
/ � O SIDEWALK N W
DETAIL-CURB DUTLFT * F - - --- - - ------
+
IZ8 Qo � F 15
171? Ll
EX/ST. a I uA o L IoM
DR/Yd W ' - -�-io w -- d� -- -- o -4-- - - - — —9 BH'
EXIST /2 C.F, CONC. C&,?A9 16-UTTER D o �.° 0 66 g
EX/S>' A.C. PAVB/rraNT �I C. 15� ; o0 ooT 1 a Tf•� 63 'TOFF 17 y 11 w.1r ��
�� f b a. '�'
+► / 'MAX i. N Er/sr. Come. PAYE14&A7' — 91 16 52 �• g
2 I 4 t4 8 / r. A a 8 �► 6� s (a
_ _
6" N e_oA- i°4�/2"MAX. EX/sr8"v.C.R � •3.o � .i2. ' .4 /SIEXl . I&WER / CLEAR'�O-
_� _�_ �`x, _ ` AMc ER t 4" d"coNc. CLIR6 ao9 /
+• .•' �• 7Yf" (o 1a CONST. 24 I/.IFf/ BLOCK ------
A,*
I
Co.S
'T T'T 6'. b l I = O WALL PER STD. PLAN 10
I ` 1• 1 N! %30.1 ,4,502, BEC-/N
II ,II fEAA�CIe AI.C.PE2Tl/tr
—1 8 MAY t b o h --- KOLL AT 3+/990 v I
/ CLASS'A• CO c. 4 CID/2 AIAX t APF/hays EXisr, i• 0 r C/Ty/NSPECRI2 3 0/0 AW
Z 9 p Z Z 2 11
a I I
/' S E C T I O N B _ H 0 r ♦ 3 Q h x 3 . CONST. 4 P.C.C. s PYMT.
SCA L6 /'a 3' �J 3 t J 4, `, M'' w N I I STD. !09 TYSIDEWALK PE O" I
� I: I
11< ` y � II CONST. /2 C.F. C/JRB
J GUTTER PER STD. //S MOO. ��JJ
III I SEE DETAIL
Ey �: U V (, ( /PEMOI/Lc EX/5T, .4.C. TD ALSO ESI'/ST. GUTTC,2
^1 U
PLAN,
SCALE /'"= 4' « � W 2 N I I TYPICAL zec -r/oN
� " ° ; � AN is CARNELIAN STREET
SCALE / " = D NO SCALE
LEYELI /2"�TADWS
r . . . t7JfS3.B n['ONt'RfTF
ST,PIJCTlJ.9L SECT/Oil/ TO BC DETE2M/HED QY So1C S TEST.
CAST MONOLITHICALLY \
UTTER LINE
/1/077:I11SV14 Ca/VMUM"
S,lTTER J:/2 JO/Nrs PER STD. No //S \ Q
: a 0
o Ji"RA D/US
D' /",RAD///S•
o
D D ° • ' • 46
p °
W. 0. N0. 0�
FIELD BOOK REF. COUNTY OF SAN BERNARDINO PLAN AND PROFILE OF
WILLDAN ASSOCIATES -
w o• l0
ROAD DEPARTMENT
!4N ENGINEERS ARCHITECTS • PLANNERS CARNELIAN STREET ROAD N0.
1020 So. Anaheim Blvd., Suite 300 Anaheim, Calif, 92805 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY 213450
(714) 774-5740(213?924-1631 WA.M. M.N.I/. G,M i�
(2�--- DETAIL SOUTH OF 191H STREET FILE N0.
SUBMITTED BY CAIS r c
/2 "' G.F. STD. N3 !IS MSD ���,� �.�•�. ����?,�
ASST COUNTY ENG3-I+0ADS GATE 67-66 N
RECOMMENDED/A PgQV�$ BY
NO SCALA DON h.ASUKAWA R. C. E . 21_'1 89 DAT E ,U I, ,�
- - �. w c/T-y Cx�� / 11 INDEX, NO. -
MARK REVISIONS APPR. DATE ASST.ROAD COMM SS ION NER-ENGR. DATE 60 ` ENGIN�R DATE SHEET % of 3