HomeMy WebLinkAbout78 RNj64RD NO
Air
COUNTY OF SAN E
DE
INDEX OF SHEETS
TRASHEET NO. I TITLE SHEET a TYPICAL SECTIONS:JPOR ION
GD oNTY�___ SHEET NO. 2 -4 PLAN a PROFILE SHEETS
_V
SAN BERNARDINO SHEET NO. 5 CARNELIAN STREET INTERSECTION
f DETA I L
SHEET NO. 6 DETAIL SHEET
SHEET NO. 7 DRAINAGE SUMMARY a DETAIL
PLANS FOR , CONSTRUCTION ONSHEET
SHEET NO. 8 SIGNALS a ILLUMINATION PLANS
•' SHEET NO. 9 - 10 SIGNALS a ILLUMINATION DETAILS
185.E CROSS SECTIONS
SHEET NO. 1 - 5 ROADWAY CROSS SECTIONS
-FROM CARNELIAN STREET TO VINEYARD AVENUE
ALTA LOMA AREA
WORK ON0. H 0 6439 ROAD NO, 1AN
TO BE SUPPLEMENTED BY THE FOLLOWING STATE
ST. STANDARD PLANS DATED JANUARY 1975:
R/W 19 TH_]l
N ES - 1 ES - 4C ES -6G
36' 14' \ HAMILTON ST T ES -3A ES - 5A ES - 7A
F MIGN NE TENil STN
10.5' �' '" ES - 3B ES - 58 ES - 8
' HOLLY S w w HOLLY a� u~i a
VARIES 6.5' 8TH Si. a o ES - 4A ES - 6F ES - II
n w AVALON ST. L31AA N Cf. _ ES — 4BOMONTE VISTA ST.2 ° 1 1/2 : 1 OR FLATTER
MONTE VISTA ST.
VARIES J
A. LA VINE LURLINE ST. ¢ CIEL170 ST.
�� .0 .p • 'O • - ST I_A VINE Si. LA VINE
O :O 'O '' ° ► LA VINE ST LA RONDA ST.
C. _o: - a o, SIDEWALK R/W
EXISTING PAVEMENT �If i ��•. LA GRANDE ST. LA GRANDE
STA. 29+17 TO STA. 37+35 � LA PAIX ST, N N LA
GRANDE w
32 t t LOMITA > > LOMITA Q DR.
18 �, N a Q 0
> LOMITA OR. w w m M
I- a �i T
VARIES I 1 O' ROt3ER0S T. Q a?
_ N a `
a
z z
BASE LINE BASE LIN
— VARIES
Lu
Ld
O 0AD
� J
-O• .o �: 0• '.e VIAFfATROSA IRONWOOD Q a ST.T. >
I I/2 : I OR FLATTER w ALDER AVE
EXISTING PAVEMENT BEGIN P OJ EC m
STA. 22+75 TO STA. 29+17
CALLE DEL PRACO LJLJL� '� w CALLE DEL PRAD
J
. � Z w
>
t U z BALSA ST RYA ALTO ST.
0.25 TYPE B ASPHALT CONCRETE
BASE LINE 0.50' CLASS 2 AGGREGATE BASE z Q " CANDELWDOD
f w
CA o� Z
4yQ LLE FFLI 8
uJ CHURCH ST. CHURCH ST.
R /W 6" o w Li
\ w W Q Q
22' W Q Z m
7 V
CAMINO w
d Q K j
Q 2
Q ac 5.5'
VARIES ��"• i 6J Q LOUI u
J ° W J y COUNTY OF SAN BERNARDINO
-2%
VARIES �'O � Ci SAN BERNARDINO RD.
APPROVED BY
G
ROAD COMMISSIONER R.C.E. 10818 DATE
'�, . .. •.•o•:.o'• .o' .• 2 0
V2. 1 OR FLATTER ** R E D BLV O.
EXISTING PAVEMENT ss
0
Z
a
a VINEYARD AVENUE CURB & GUTTER W
J
-TYPICAL S
0 025 0.5 MILE
SHEET TOTAL
SCALE IN MILES NO. SHEETS
•
LENGTH OF PROJECT = 0 . 37 MILES
Dr hl 7F�
SHEET TOTAL
NO. SHEETS
2
a 44' 44 COUNTY OF SAN BERNARDINO
32' 32`
TRANSPORTATION DEPARTMENT
ol NOTE : DIMENSIONS ARE SUBJECT TO THE TOLERANCES BASE LINE
SPECIFIED IN THE STANDARD SPECIFICATIONS.
�) FROM CARNELIAN STREET TO VINEYARD AVENUE
IIw -
Il�w ALTA LOMA AREA
LJ
Zd
oo W.O. NO. H06439 FIELD BOOK REF.40I4/ 1098 -1115
_
1111_ET STRUCTURE PER
i' DETAIL 5NEET *k Ci �I to a SU MITTED BY APPROVED BY
_ S-i�-
�I 8 Z � P JECAl
INEER AT�' 'GRATE SLUE DRAIty PER DETAIL SHEET -4 �G S Z T. DI TO OF NSPORTC IEF 'EN GI R D TE
- i= IE BASE LINE 5TA Z2•-2'2.54'= i RECOMMENDED/APPROVED BY t
BEGINPROJECT , CARNELIAN ST. STA.d7+J3.Z3 , ASST ROAD COMM.-PLANNING d ENGR. DATE IREC OF TRANSPORTATION DATE
IIW� I w
Z
--__ . 11s as _ r � tils1i arr. rr fry r � a �>J' �►. _ . s r . .: ss : .aer ,00, OleZ
BEGIN 0.04 OPE GRADED
�\ s - A5PNALT CONCRETE OVERLAY I LIMITS OF Q.01410PE1, GRADED - Q
\ e7A. 22+75 A`P ALT CONCRETE OVERLAY OD
I +20 \ 21 I 22 23 24 25 26 27 28 29 30 31 32 33
O
--- -i ~�- � $ASS -} _ —_ . .Ltfa - -�-- 0
CID
98 1 F 12 _T� --f-=4- to
fir•
E[X�E OF PAVEMENT—o' -- - — —
-----" LON5TRUCT CONCRETE 51 DEWA.LK O
O-Z' THICK AND G' VVIDE
CVEZLAY TYPE 'B' A5PNALT EX15y1NG SAN GD,BRIEL VALLEY MUNICIPAL Z
CONCRETE PER DETAIL 5HT 4# 5 WAT� D15TRICT 41" PIPELINE (�
- I A5PPAL-r ` CONCRETE BERM PROTECT IN PLACE - -- ± 0 N = J
ti W a 3 cn
OUTLET` STRUCTUF �I 1� 4 d
PER DETAI L 5r-1EET 6
I'
I 5EE ' i NTEI�EcnON DETAIL.'ON e5HT`* w v
Q IL
W11 J � Q u4
NO
0 �_
N Z J I`13
J Q _j
�W
32! PLANa WW,
44, no'_
B.M. MADE CH/Z. 'L7 /N N. CURB BASE L/NE
I t PROFILE _
-t / W. OF WEST CURB RETURN �2 N.W. COR. .. � _ • . .. .
BASE LINE 9 CARNELIAN ,
H RI . 1;;=
ELEV. /44933 : _
,
-525 . C.
/450 - oFit EXACT-W6G � 1450
/445 s
/445
' .0
o
/440 �� h
1440
CIA
OW Nk
p
V °\ 1
/435 - �o '* � O hh 41
Q
1435
W zsomac.
/430 g : /430
F m /425 ; � - . 5 .: � j • " . . - �� � V f
m W o I 1425
Y t
Z
m
1
t
i I ,
i s
I L T
O m u. 178 -58 &9 X.9 . 45 ¢8 79 /0 2 _9/ 64 3/ / � F
D E �
714 :_ . P3 P2 28 ZG �o
22 30 33 34 39 5,y er F rorty. 11e3
, I o D --- o O 4 4 0 O O 22 68 , /03 io9 /0/ !00 84 b/ 34 SG 54 G9 .3z -/EET TOTAL 90l
Z �, r�o Icfi;s 1-1!s s LLEET
2071010 2/f00 22100 237100 214100 257100 26tOd 27100 287100 29f00 3071+D0 3/7100 32100 mt00
SHEET TOTAL.
N0. SHEETS
3 '
a COUNTY OF SAN BERNARDINO
TRANSPORTATION DEPARTMENT
BASE LINE
a
FROM CARNELIAN STREET TO VINEYARD AVENUE
ALTA LOMA AREA
w.0. No. H06439I FIELD BOOK REF. 4014 / 1098- 1115
N
SUBMITTED BY APPROVED BY
Q P OJE NGINEER D�
Q) ( /' p /� /� �7 /� T. I NSP RTATION D TE
Lu � BASE LINE STA. -5 ('�77.L. 4=
CHIEF DESIGN ENG R DATE
' Z 'P- VINEYARD AVE. STA. 10+00 END 0.04' OPEN GRADED RECOMMENDED/APPROVED BY f
-�
A.C. OVERLAY 5TA. 41+00 ASST. ROAD COMM.-PLANNING 8 ENGR. DATE IRE TOR OF TRANSPORTATION DATE
ll1
_ R W R/W
Z
I� B.C.R. 5-TA. 37+34.84 — — —— LIMITS OF Q04' OPEN GRADED
—— —— � — — —— � Q
I I T.O.C. 3G' RT. 7 A5PPAk T CONCRETE OV RAY � o
�33I. 4 35 36 IBASL- 137 39 40 4 4� 43 10
OD
4 ` i 5EE SIDEWALK RAMP DETAIL 5HT, i# 7 z
v MATCH LINE
RIW gQ5TING 5AN GABRIEL_ VALLEY MUNICIPAL RIw J
a oc
11 ( Q = END 51DEWALK @ E. C.R. WATER DISTRICT 41" PIPELINE
LL
Q ;
bVERLAY WITH A.C.'TO PROVIDE
` I STRAIGF-IT GRADE FROM EXISTING
Q 70 LIP OF GUTTER
Z w E.C.R. 8'1'A. 9+43.85
w _ 4 _
i T.O.G. 22 LT.
0 NIQ� Q
� � �� END PROJECT
`'
• 1
tu s t� j cc
CURB RETURN DATA r
d Z Q R= z0.00'
f- 0 3lSl �J A = 90° Ia'00''
T= 2o.07'
K) u4� L = 51. 49'
.J
FN0'
PROFILE B.M. - MADE CH/Z. l7' /N S. END CURB
RETURN @ S.E. CORNER BASE LINE
HORIZ: 1::= 501 B VINEYARD AVE
VERT. . I = 5
EL EV. - 144160
r
110
a Qj
V a V i
;0
/445 /445
�Q V
J
/440
aFl�E Excsrrrv� 1440
0 h
cj
/435
/435
�l a T.o.C.
/430 /430
� d
m Y
Z W
oU}
r
1
5 ,T
O -3 .32 3d .3/ E 29 4o NEFr T AG
35 �8 2G or �4
kl
"d I`` 3( 8/ .'(o 63 (40 7 7 //8 72 74 eET rox4L �itG�
.n NO Cv :�
z 33100 34t00 35t00 36t00 37100 38100 39f00 40100 4/100 42�`OID 431010 -j "
SHEET TOTAL
NO. SHEETS
4 }
a COUNTY OF SAN BERNARDINO
- W
W TRANSPORTATION DEPARTMENT
coo
aQ
LL
BASE LINE
Z@y F1 Y 61 W W
Q FROM CARNELIAN STREET TO VINEYARD AVENUE
z ca (x 1 z w w w
_1 Ca + Q �J w V (Y
°
Q� 8 ALTA LOMA AREA
�t-0 3 w w Q
o QtL m z w W.O. NO. H 0 6 439u co 3: FIELD BOOK REF. 4014/ 1098 - 1115
U J J w SBMITTED BY APPROVED BY
U U V OJ#EENOI NEER IF AU
D`) T. D R TRA P R N DATE
HIEGN EN EER ATE
0 RECOMMENDED/APPROVED BY
" W IZ �
I ASST. ROAD COMM.-PLANNING 9 ENGR. DATE DIREC OR OF TRANSPORTATION DATE
�3 1J
a TRAN51TION E.P. AT 4:1 TO MEET EXIbT.
Q
o I i 2 N CID �
MEET EXISTING E.P STA.-0+19 0 - --�__,-- -�'-VWEYAFZD -+ - - - ---
-�3 . - -- - -— - 4 -E5 —- ----�6tEldttE------}?--- -- +8- -
- ai CANSTRUCT CONCRETE CURB & GUTTER —-- SfA. 8+90 f CD l
v m to
RAW OVER AY WITH A.C. M PROVIDE O
57R I GI•-IT G RADE FROM EX 13T
tL ( LI P OF GUTTER Z
a I J
II LL
II u
PLAN
I If= 50
PROFILE BM MADE CH/Z. /N S. END CURB RETURN
Q S.E. COR. BASE L/NE B VINEYARD AVE.
HORI Z: 1��= 50' ELEV /44!.60
/44th ;; VERT. • 1% 5
. � /440
/43,5 /435
to
r.o.C. ze' cr.
/430 /430
o
• J
-v
145 -
O 4�
� /425
.
�OFlL E EX1571AIG "
/420 . _. _ � � .. /420
/41,5
1415
t •
/410 `
1410
Q
�10
—n m
F 1405 W 1405
m
w
U
Z W
1?
co A S '
L T
3 1400
fiY � --...... /400
1I NO C 0 f ;'_ .' i:_ Fi:S SHEET
4- I8 /8 /5 /3 /O 8 // /3 /4 /3 /3 /G !7 /41 . /O /3 !(� /3 3 5W66r 7MA[. 252 �ecT TorA,c. /G.S9
R
D O 2 4 G 20 /6 /
8 /�
¢ / S .� T
D /O �3 (0 7 /!� /�i // /� /9� f/BL�T TO AL 2// f3k�lKT TOTAL /7
S�
Z o ot00 I t00 2t00 3t0o 4t00 too 6t00 7t00 8t00 9to0 r
f
SHEETTOTAL
N SHEETS
5
COUNTY OF SAN BERNARDINO
0
TRANSPORTATION DEPARTMENT
BASE LINE
FROM CARNELIAN STREET TO VINEYARD AVENUE
ALTA LOMA AREA
zw.0. NO. H 0 6439 FIELD BOOK REF. 4 014 / 1098 - 1115
SCALE: I°= 20' SUBMITTED BY RECOMMENDED/APPROVED BY
III ��, 4"*' LCHIEFD
NGIN DATE ROA - ADMINISTRATION d DATE
3Z' 32'
I s.,
I II N ENG EER I D �EIFJOUKTY ROAD COMMISSIONER DATE
El
II
III
I
0
II I� 0
I
111 IN
STA. Cr. INLET 5TRUC7URC- .
III lh
PER DETAIL 51-1EET # G Z
LJ LJ
• ( ( J
III
LL
. NI IN
R1W R1W
ZO L.F. GRIX71E SLOT DRAIN I IMI(
--REPLACE A.C. 0\7 O5.P WITH _ N
TPICKNES5 EGUAL 70 EX15TING -�
BASE LINE STA. 22t22.54 = -o
'
N C CARN LIAN ST. STA. 471-93.23
�
98 L.F. 12" .p
21 22 z 23 24
.01 N
X
W
5TA. F.1+4�1f 01ERLAY & MEET EX I'ST. N
0 N
�o - 5T o+-rA.l + r c N m
m �OM5TRUCT VARI ABLE TH ICKNE55 W
TYPE '6' A5RHALT CONCRETE
VVERLAY TO GRA0E5 & UMI75 51-10
co
---S;�:
TPAN5iT10N E.P. TO MEET CONCRETE RETURN
i
5711A ?2 75.G 5G, RT 5.0.R.
I-� T O.C. 1447. 55 g" C.F.
RE� ANM REPLACE CURB II I
8- 51DEWALK AS NEEDED I TO.C. 1447. 18 9" C.F. 4
4 T. 1 .8Z 10 C.F ?
I I
5TA.4?+31.70 -52' LT. OUTLET 5TRUCTURT.O.C. 144Co Z6 1- 1" C.F.E �I �
PER DETAIL_ SN EET # �o I)I F' I 5TA. 41+56. Imo 52' RT. E.C.R.
III v ' -r.o.C. 144ro.10 I Z" C.F
a 11 A.G. 5ERM
III I
u( cuRg RETURN CURVE Da-tR
II 1 R= ZO.00'
u A'91'0944"
NI
T=
57- 22' i
44' 30�
X11 I
Fm
rn
r
m
o
AS B u1 �CARNELIAN m
N S R ET INTERSECTION ECT I O N DETAIL
0
z
I
„-"-r-r-.- ,- ^-'Y-^- -' �-"'•'y--•r•'-t-..r-.ter- r..-..--r s_ . .- -ter-.. _.... ., -,-..r -,.'. r..r. ., ., .-r•-r� - rr r_ -" _ .. ,.r_.. '.-r- - -.-' ----'r _ _ - -.-+-_--+- - . .. ..- ... .+=w.- -. :,-r"'---,.-_+».. _
SHEET TOTAL
N —SHEETS
6
W COUNTY OF SAN BERNARDINO
F..
TRANSPORTATION DEPARTMENT
Ik" ANCHOR 5TUD 3' QC. MAX. 5P6CING
BASE LINE
<= NORTH
• STEEL.�� - REMOVE RUHB Ll= AND GOPlCRETE
FROM CARNELIAN STREET TO VINEYARD AVENUE
5L-OPE PROTECTION
s _ 9L � 15NEEDED TO MAKE CONNECTIONSALTA LOMA AREA
_ N0. H 06439FIELD 014 —� W.O. eoolt REF 4 / I098 1115
_� � SUBMITTED BY RECOMMENDED/APPROVED BY
5 NOMINAL OPENING _
ECI5TIT�IG PROJECT ENGINEER DATE ST, ROA IOMM ADMINISTRATION DA E
SECTION C -C - 3G'' C.S.P.
SECTION D D AATE
� CHIEF DESI N E INFER UNaTOADICIMMISCSIONER DATE
SCALE :3/4"=1'-0”
SCALE* 3/4"= V-01'
„ NOTE: R�1NR 5T'EEt.::IN'ft7P _ jbtr4 WiT 4 STANDA�Rp
G P-X15TING 5 X 3 RUBBLE
ONLY *5 g? g" BOTNWAY3 ARCH CULVERT BAN D COLI�LER - �. Q
- 1NOTAL L 14 L.F. 3G"'C.S. P.
: c: CONCRETE COLLAR O
s 5113PE TO MAT r 1' -Tl a ICK :a 'a
IEXISTING GUTTER •, I O
RApIUS N D ETA I L PLAN _ ti
1.
v ,� "4
'a•
o o - ° �` STA. 29+ 39.00 48. 25 RT. 4:• 'd —
• '.�• —_ -- -- 1 till
— oo 11i , l"MIN. W xl MIN. Z
Q . Q =GRATE StDT. Y t�: •4 '' W
N N le 57CME SOL15 AND
• DRAI •Q. W 5 18.5 LOCKWA-A)WER5 (PLACE _ �
Q BETWEEN GRATE 5LAT5) t ( I
• v p -TOTAL 4 I _
• v • • . _ N0 �
2.'_0., SCALE 3/411=
• ' • SECTIbN X -X L, MIN, � _
OUTLET STRUCTURE
SECTION B - B No SCALETT _
„_ ,_ 11 STA. 47431 .70 3200 LT. �. CARNELIAN ST. 7.
SCALE. 1-V2 -I 0
a . 4.
•
.' ' •pt• .4 Q'
Co
o STEP DETAIL 6., • Z'-
MATCH `: _ TYP. TYP.
._e _a No SCALE � • SECTIO N
•�' D p V a. d. Q . _ E- E
o P s a• a P'. P . ' p , • v • .D a' a p , a , Q s .4. SCALE .3/411= 11_011
a a ` N DO ANCHOR
p� 5EE SECTf�3iJ 3C=3C
a c 8" *4 MAR5 5TAGGERED
' Q.
a GENERAL NOTES
r, :.•b • . o G„ =N5`t'RUCT. CONC. COLLAR_ _
s v s s �' '• '. _ 1' THICK TCS 101N Ex15TIt1CY.. i °' 1. STEPS INSTALL ONE STEP 16"f. ABOVE FLOOR.
SECTION F F i CONC. PIPE 17.4 RT. _ �- ! SPACE STEPS IN 12"-t INTERVALS TO WITHIN 12"
�T'R. 33+I4.15 1
SCALE : 3/4"= I'-0" �- I �� 5Z� OF THE TOP. PLACE STEPS IN WALL WITHOUT
�„ ���. G�� U CAwN ' NORTH PIPE OPENINGS.
N 2. CURB SECTION SHALL MATCH ADJACENT CURB
C°s .REMOVE -G-L:F EXISTING SECTION.
SECTION A —A - �•M.P AND I'X9' HI=ADWALL ! :
3. BASIN FLOORS SHALL HAVE A WOOD TROWEL FINISH.
SCALE: 3/411= 11_011 tTE' cATt=S STYE '-
.` +�
V. STANDARD TYPE W-Pas 4. SEE STATE STANDARD GRATE DETAILS 077-A
E _� AND D77-B FOR GRATE AND FRAME DETAILS AND
OR EQUIVALENT (2 EA.) : : , .— , i;
WEIGHTS OF MISCELLANEOUS IRON AND STEEL.
_ INST,at� 18 L F mo' c.S.P 5. STEEL ANGLE AND ALL EXPOSED METAL PARTS
NORTH
._:.” .1otry ExtsTrlvG _4Z" c.S.P SHALL BE GALVANIZED.
I 6. SQUARE, HEXAGON, ROUND OR EQUIVALENT HEADED
STA0 o O -WITH BAND COUPLER 51.4 RT.
NORTH 7t` 5-rovE BOLTS ' 33 10 \ ANCHOR STUDS MAYBE SUBSTITUTED FOR RIGHT
N 8r` LOCKWASN�f�i ::
ANGLE 11 STUD. STUD SHALL BE WELDED TO ANGLE
20- Cl BY 1/4 FILLET WELD WELD OR FULL PENETRATION
8 6„ A _ �\ N BUTT WELD.
o 00 o INOTAL-L 6 L.F 42"C.5•P iv
i
A.
rN E .. INSTALL 5G L.F. 5G'' CS.P. �
0. I I N5TALL IG L� "CS.P
CJ U "5231 N . .
PLAN � I $AND CoU PLE.R 51.6 FZT
GRATE PE1� - . ----- - I -STA. 55414-5 _
m METAL CAP STATE STANDARD 077 -15-a- I
OR 6pL1IVALENT __.: . .._._ � SCALE'. 3/411= 11_011
m W F
F. 5 PLAN a
' m SCALE: 3/4"= 1' -0" DETAIL PLAN
1, 1.
SCALE_ 3/4 = 1'-0
4 �� INLET STRUCTURE A � L O
DOUBLE GRATE INLET STRUCTURET
O STA . 21 +68.08 36.00 LT. f
8 � I' ,
STA. 33+ 12.84 36.00 RT N� I Ii
� ,. S S EFT
i;
I Z i
1\i
SHEET TOTAL
NO. SHEETS
7 .
W COUNTY OF SAN BERNARDINO
0
TRANSPORTATION DEPARTMENT
BASE LINE
FROM CARNELIAN STREET TO VINEYARD AVENUE
DRAINAGE SUMMARY : ALTA LOMA AREA
. MINOR CONC. MISC. IRON LINEAL FEET INVERT DATA
W.O. NO. H06439 FIELD BOOK REF. 4014 / 1098 - 1115
MINOR DETAIL L H & TYPE SUBMITTED BY RECOMMENDED/APPROVED BY
STATION DESCRIPTION ON
STRUCTURES STEEL OF 12so 30" 36�� 42$1 12INLET OUTLET n
SHEET N (FT) (FT ) TYPE SL TE R/H- a,4,.,-
(CU.
,4,., ,
C YDS.) 0 COVER
_- ( U S ) ( LBS.) C. S.P. C.S.P. C. S.P. C.S. P. C•S• p• STATIONJ OFFSET JELEVATION, STATION I OFFSET JELEVATION ►ROJECT NGINEER DATE APST. ROA '. ADMINISTRATION' DATE
STA. 10 3GLT. GRATE SLOT DRAIN I . C--)4 0.0 4" THK 20 0_144G.10 LT. 1448.00 ZI+CG.C,O 36.00' LT 1446.00' +_ S
NIEF DESIGN EN EER ATE C UN Y OAD COMMISSIONER DATE
STA: ZI G8.08 36' LT INLET STRUCTURE O. 65 (0- 3.95 1.75 18-7 18-85
STA. Z I +76.50 CRO55 DRAIN 0.07G`THK 98 Z I+ 8.08 34.29' LT 1447.0) 47+33.70 X3.00 IT 144 5.01
Ir CARNELAIN
Z
STA. 4Z+3 t7O
3
2 LT.
OUTLET STR CT RE O7 � 5
00 I
83
18
CARNEJAN STREET
-
s
Q
STA . 2 9+39 41 ' RT. 51 D E DRAIN 0079" TN K 14 29+39.00 41.00' RT. 14 Z5.(o 5 Z9+39.00 54.50' RT 14 25.39 O
O
STA. 33+ 10 _51.4 ' RT. 51DE DRAIN 0.079 THK. 6 33+10.00 31.40 RT, 1425.73 33+11-43 33-83 RT. 14?.3.G8 ~
ti
tC)
STA. 33+11.01 35.83 RT. 51 DE DRAIN 0079"THK. 36 33+ 11 .01 35.83 RT 14?-5.G6 33+1 I.01 91.83 RT -
O
5TA. 33-IZ-84 _;:�' RT INLET STRUCTURE Z.. 10 G 7.Co7 5.32 445 24-105 Z
5TA . 53+ 14. 15 .17.4' RT 51 DE DRAIN C ; 0.079'' THK �3+14.15 17.40 R 1. 1424.6-0 _-55+14.50 33.83' FRT4 14 24.27 W
J
5TA. 53+14. 15 35.85 IRT. 51DE DRAIN Ga 0.079 TNK. I Co 55+ 14.15 35.83 RT 1423.68 33+ 14-50 51.50 RT. 1422.85 LL
TOTALS 5. 13 G32 e8 t8 86 Co 20
D/W SURFACING AS SPECIFIED ON PLANS 8
CROSS SECTIONS
E •
I -
MINOR CONCRETE :
I
j ITEM LOCATION CU. YDS.
WEAKENED PLANE JOINTS
DEPRESSE CURB ,�� I CURB 8c GUTTER STA. 29+17- .TO STA. 37+34.84 50. 51DE f3A5E LINE 42.45
EE SHEET 0 1 FOR
(�SSTA. 0+0.5 TO 5TA.9+43.85 W. SIDE VINEYARD AVE. 50.02
J 0ETAI L
--- --- 20 0 CUR5 RETURN SE COR. BASE LINE CO- CARNELIAN &
3' 3' C:uR,5 RETU N 5W C LINVINEYARD , 3 27
WIDTH AlSHOWN �N SIDEWALK 5TA. 29+17 TO 5TA.57+34.84 8r VINEYARD RETURN 5 1.90
ON PLANS �o ..•
PLAN RAMP 8: I MAXIMUM DRIVEWAYS L4 D/W APPROACH 5TA. 29+ O3 - 4. 22
' 40 aW sTA. �1
5
O 7.
04•
0.25 A.C. OR DIRT _
101 - 6116'
co
Q
. . ST 3
4
DIl
1r1/ 5
2
. _ Z
SLOPE I/4"= I" LIP
A o -::. i/2" LIP 24' DI W 5TA. 55+7Z 4, Z Z
EXPANSION JOINT
• CURB FACE 24 D/W 5TA. 54+70 LL, ZZ
PLAN
I
54
TOTAL 17 .
SECTION
NOTES :
!
I. RAMPS SHALL BE CONSTRUCTED WITH A HEAVY BROOM FINISH
NOTE: BROOM FINISH REQUIRED
TRAVERSE TO THE AXIS OF THE RAMP.
> 2. THICKNESS OF CONCRETE = 4" MINIMUM.
CONCRETE DRIVEWAY APPROACH
-nNO SCALE SIDEWALK RAM P
m
F
NO SCALE
} AS
� U
39
i LT
3
. AZ6
`l Nb CCSFIEET
O
O DRAINAGE SUMMARY DETAIL SHEET
D
Z I �w IVO.