HomeMy WebLinkAboutParcel 1-2 Precise Gradingi ► .
PARCEL A.
THAT PORTION OF PARCEL 1 AND MERGED PARCELS 2 AND 3 OF PARCEL MAP 26852,
A5 SHOWN BY MAP ON FILE IN BOOK 173 PAGE(S) 68 THROUGH 73 OF PARCEL MAPS,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID PARCEL MERGER OF PARCELS 2 AND
3 IS PER CITY OF TEMECULA PARCEL MERGER PA 98-0193 APPROVED BY THE CITY OF
TEMECULA PLANNING DIRECTOR MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 1; THENCE ALONG THE
BOUNDARY OF PARCEL MAP 26852 NORTH 41$ 51' 06" WEST A DISTANCE OF
88.00 FEET; THENCE SOUTH 41T 08' 54" WEST A DISTANCE OF 23.75 FEET; THENCE
NORTH 41* 51' 06" WEST A DISTANCE OF 103,85 FEET TO A POINT ON A CURVE
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 5176.00 FEET, A RADIAL TO SAID POINT
BEARS SOUTH 46` 44' OS" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF OT 39' 56" AN ARC DISTANCE OF 331.12 FEET
TO A NON —TANGENT LINE; THENCE LEAVING THE BOUNDARY OF SAID PARCEL MAP 26852
ON SAID NON -TANGENT LINE NORTH 41' 51' 06" EAST A DISTANCE OF 113.81 FEET;
THENCE NORTH 4F 08' 54" EAST A DISTANCE OF 49.57 FEET; THENCE SOUTH f 51'
06" EAST A DISTANCE OF 116.75 FEET TO A POINT IN THE SOUTHEASTERLY LINE OF
SAID PARCEL 2; THENCE ALONG THE SOUTHEASTERLY BOUNDARY OF SAID PARCELS 1
AND 2 SOUTH 48' 08' 54" WEST A DISTANCE OF 354.62 FEET TO THE POINT OF
BEGINNING.
PARCEL B:
THAT PORTION OF MERGED PARCELS 2 AND 3 OF PARCEL MAP 26852 AS SHOWN BY
MAP ON FILE IN BOOK 173 PAGE(S) 68 THROUGH 73 OF PARCEL MAPS, RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA. SAID PARCEL MERGER OF PARCELS 2 AND 3 IS PER
CITY OF TEMECULA PARCEL MERGER PA 98--0193 APPROVED BY THE CITY OF TEMECULA
PLANNING DIRECTOR MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE MOST SOUTHERLY CORNER OF PARCEL 1 OF SAID PARCEL MAP
26852; THENCE ALONG THE BOUNDARY OF PARCEL MAP 26852 NORTH 41' 41' 06"
WEST A DISTANCE OF
88.00 FEET; THENCE SOUTH 4T 08' 54" WEST A DISTANCE OF 23.75 FEET; THENCE
NORTH 41" 51' 06" WEST A DISTANCE OF 103.85 FEET TO A POINT ON A CURVE
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 5176.00 FEET, A RADIAL TO SAID POINT
BEARS SOUTH 46' 44' 05" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF OX 39' 56" AN ARC DISTANCE OF 33.12 FEET
TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING ALONG THE ARC OF SAID
CURVE NORTHEASTERLY THROUGH A CENTRAL ANGLE OF OS 32' 52" AN ARC DISTANCE
NORTHEASTERLY THROUGH A CENTRAL ANGLE OF OX 32' 52" AN ARC DISTANCE OF
320.50 FEET TO A TANGENT LINE; THENCE ALONG SAID TANGENT LINE NORTH 36' 03"
07" EAST A DISTANCE OF 18.11 FEET TO THE MOST NORTHERLY CORNER OF SAID
MERGED PARCELS 2 AND 3; THENCE ALONG THE BOUNDARY OF SAID MERGED PARCELS
2 AND 3 THE FOLLOWING COURSES AND DISTANCES: SOUTH 41.* 51' 27" EAST A
DISTANCE OF 291.79; THENCE SOUTH 46 08' 54" WEST A DISTANCE OF 283.45 FEET;
THENCE LEAVING THE BOUNDARY OF SAID MERGED PARCELS 2 AND 3, NORTH 41' 51'
06" WEST A DISTANCE OF 116.75; THENCE SOUTH 48' 08' 54" WEST A DISTANCE OF
549.57 FEET; THENCE NORTH 41" 51' 06" WEST A DISTANCE OF 113.81 FEET TO THE
TRUE POINT OF BEGINNING,
PARCEL C:
PARCELS 4 AND 5 AS SHOWN BY PARCEL MAP 26852 ON FILE IN BOOK 173 PAGES 68
THROUGH 73 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL D:
PARCEL 10 OF PARCEL MAP NO. 26852, ON FILE IN BOOK 173 PAGES fib THROUGH 73
OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA;
EXCEPTING THAT PORTION DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF SAID PARCEL 10; THENCE SOUTH 41°
S1' 27" EAST, A DISTANCE OF 64.SO FEET, ALONG THE SOUTHWESTERLY LINE OF
PARCEL 10, TO AN ANGLE POINT THEREIN; THENCE NORTH 48' 08' 33" EAST, A
DISTANCE OF 39.48 FEET, ALONG THE SOUTHWESTERLY LINE OF PARCEL 10, TO AN
ANGLE POINT THEREIN; THENCE NORTH 41* 54' 14" WEST, A DISTANCE OF 64.50 FEET,
TO A POINTIN THE NORTHWESTERLY LINE OF SAID PARCEL 10, DISTANT THEREON NORTH
46 08' 33" EAST, 209.71 FEET FROM THE MOST WESTERLY CORNER OF PARCEL 9 OF
SAID PARCEL MAP; THENCE ALONG SAID NORTHWESTERLY LINE, SOUTH 49 08' 33"
WEST, A DISTANCE OF 39.43 FEET, TO THE POINT OF BEGINNING.
EASEMENTS
AN EASEMENT FOR ACCESS TO WELLSITE TO RANCHO CAUFORNIA
WATER DISTRICT,. RECORDED SEPT 25, 1991 AS INSTRUMENT NO.
91 -331258, OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA
AN EASEMENT FOR PIPELINES TO RANCHO CALIFORNIA WATER
DISTRICT, RECORDED SEPT 25, 1991 AS INSTRUMENT NO.
91. 331259, OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA
PURPOSESEASEMENT FOR TRANSPORTATION CORRIDOR MD INCIDENTAL
•D;•
lo: AN EASEMENT FOR PIPELINES TO RANCHO CALIFORNIA WATER
DISTRICT, RECORDED SEPT 17, 1992 AS INSTRUMENT NO.
92-348941, OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA
>� AN EASEMENT FOR PIPELINES TO RANCHO CALIFORNIA WATER
DISTRICT, RECORDED SEPT 18, 1998 AS INSTRUMENT NO.
98-398218, OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA
AOL
Knowwhaft h
f/,. ...
yr<:;qmwvwii 811 ual ym--,
CITY OF TEMECULA
JARED JEWELERS
PORTION OF PARCELS 1 & 2 OF PM 26852
PA- 16-0213
PRECISE GRADING PLAN
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T1_4_+_A
_.V......W... �, 1;TR ._..._.�g• �� ----—'"--^-15" 4iT°2........... .M._.......g6' W'iR—--------16` W7R -- 6' WTI----- —;6' W:"P......ti,. €. .............]F' WiR -- F-----ib' WTR--..._-.----w WTR �` i ....... �' �Yi2�---I-----i5' wTR- .w.....
-V�
-,_......---"-'-35' SidR---------- ^!5' Si�R ..... ........... r�r S1dP ---'k�' S'v/♦C :V SI.12----` -- _S` Sk'................._._....--------"--1K' STIR---___..........._m..- -f3° 3Wft------ � ,�i' SCR----._.. _-'____"—X3° 31JR—•Y-._ .....pw. S1,°ft___._ .....wu•
f
40 20 0 40 80 120
SCALE 1 " 40'
ST TEM ENT:
THE PROPERTY OWNER/ENGINEER OF RECORD/CONTRACTOR SHALL ADHERE TO THE CITY OF
TEMECULA'S STANDARD NOTES AS SPECIFIED IN APPENDICES D, E, F, AND G OF THE
"'ENGINEERING & CONSTRUCTION MANUAL" (I.E. SECTION 6-2) IN ACCORDANCE TO CHAPTER
18.06 OF THE "CONSTRUCTION, GRADING AND ENCROACHMENT" ORDINANCE NO 13-01,
COPIES OF THE NOTES SHALL BE AVAILABLE ONSITE AT ALL. TIMES DURING THE
CONSTRUCTION OF THE PROJECT,
L ► 117womm,
CONTOURS & ELEVATIONS PROVIDED FROM
FIELD DATA GATHERED JANUARY 2016 BY:
HESS DEVELOPMENT
28039 SCOTT ROAD, SUITE D-387
MURRIETA, CA 92563
951-325-2200
SEAL
rn
Lu NO. C 50993 m
CC Exp, 9-30-17 X
F c
ABBREVIATIONS
EX
EXISTING
DDCV
DOUBLE DETECTOR CHECK. VANE
ESM'T
EASEMENT
FDC
FIRE DEPT CONNECTION
FF
FINISHED FLOOR
FH
FG
FIRE HYDRANT
FINISHED GRADE
FL
FLOW LINE
FS
FINISHED SURFACE
HP
HIGH POINT
INV
INVERT
PE
PAD ELEVATION
PIV
POST INDICATOR VALVE
P/L
PROPERTY LINE
PROP
PROPOSED
R/W
RIGHT-OF-WAY
SD
STORM DRAIN
j.\
ADA PATH OF TRAVEL --..__ -_. _.___ __ __-- -- ____-------__---- GAS (EXIST)
-- BOUNDARY LOT LINE
CENTERLINE RIGHT-OF-WAY
EASEMENT w S w R SEWER (EXIST)
------- ELECTRIC (EXIST) M._____._-_-__--� ,��------------- WATER (EXIST)
SN -5f4
ARK REVISIONS
<DCONSTRUCT INFILTRATION TRENCH PER DETAIL ON SH 2
�2 INSTALL ENHANCED PAVING PER LANDSCAPE PLAN -�
�3 INSTALL 6" PVC (SDR 35) PIPE
�4 INSTALL 8"x8" NDS OR EQUIVALENT GRATE
JOIN EXISTING 18" PVC STORM DRAIN
INSTALL 4" SIDEWALK PER CITY OF TEMECULA STD 401
INSTALL 6" CURB (TYPE D-6) PER CITY OF TEMECULA STD 204
9 EXISTING DETECTABLE WARNINGS (36" DEEP, SEE DETAILS ON SH 3)
10 EXISTING HANDICAP PARKING SIGN (SEE DETAILS ON SH 3)
11 INSTALL 6" PERFORATED PVC (SDR 35) PIPE
DATE.RE MMEND D 6 : �40.<7 __
QUANTITIES
1 EA
1NEAEl�To
WINCHESTER MARKETPLACE LTD PARTNERSHIP
225 BROADAY, STE 460
SAN DIEGO, CA 92101
PHONE: (858) 373-1240
ENGINEER /REPRESENTATIVE
LOVE ENGINEERING
ATTN : THOMAS LOVE
31915 RANCHO CALIFORNIA ROAD, SUITE 200-1 66
TEMECULA, CA 92591
PHONE: (951) 440--8149 FAX: (951 ) 303— 6701
0�"iQlL_S ENGINEER
PROFESSIONAL SERVICES INDUSTRIES, INC.
6300 GATEWAY DRIVE, SUITE B
CYPRESS, CA 90630
T: (714) 484-8600 F: (714) 484--8601
385 SF BEKINARm
67 LF RIVERSIDE COUNTY BM T46-81 RESET 1997
ON THE BRIDGE AT WINCHESTER RD &
SANTA GERTRUDIS CREEK, FD A 3�-1 /2"
1 EA BD AT THE SE CORNER OF THE BRIDGE
ELEV=1097.163' (NGVD29)
1 EA AID N d
1 EA APN 910-290-018
284 SF SITE DATA
17 LF GROSS ACREAGE: 1.7 acres
2 EA DISTURBED AREA: 0.2 acres
EARTHWORK: CUT: 40 CY
4 EA FILL: 40 CY
34 LF
SITE AQDBE .E
4 EA 40825 WINCHESTER ROAD
TEMECULA, CA 92592
900 EA F EARNS
BASIS OF BEARINGS IS THE SOUTHEASTERLY
LINE OF PARCEL 2 OF PM 173/68--73
1 EA LINE
N48008'54"E
210 LF 24 H O V E M IV TACT
THOMAS LOVE
1 EA (951) 440-8149
BUILDING AND SAFETY
1.2VV illy
Am
DRAWING NO.
1
aHEE`i J O 5
THOMAS S. LOVE
EX P/L P/L �� ACEXP/L EX GROUND EX 6" CURS EX 6" CURB & GUTFER EX CR()UND
------ 1-/ ------- EX A �.�,�.�.___- EX SIDEWALK
EX AC
SECTION A -A SECTION r----_..�.--__-z=: � 11--_
NTS SECTION B- NTS�..___�._�....�.�� SECTION D-I NTS r ✓ ✓ h......-.....r,.
NT5
,.. EX FH
6fL.= 331.1
R= 51 L.== 33�,,
r M '=-
P/L w;
EX CHAIN LINK FENtE
1 N ? y� l „„•T... +'.r•-.^ .^1`.•.i ,,,7yra.n.r .,-, r-,r+.,,,, F r.`i.j
RCWD E
0 EX FH ! y/ ` -f" �.,� .•.._` F w" L' /d� - ,.• l .rr 9 f �'Py� +M+s.. .. �w.w n„i,e.a.. .- ma .. ,., ^tea-. p l " S _v �� •,..r e°°' w.' ..g 00
�""' '"".. ( j r_..-.. l i�ri � 1 .,•.,.,.-,.-•mx,.-cam.. .-..-,s:a-, wpl^'^'..Y"""..."... 1 ..ii�
.a.e"€�(. ii f P i �� 1 1 � X F 8 r t
ki
µ--me �=-
�---��-€ ► E� 1 �" I ( � � -� `°:� � � -_ _.- PAC SD
� . ,,M,,,,, - �-- - ate- LO
00
T 60.56 TC
1 T SH ENCLOSURE
60.56 FL S SE ARCH
g SH SPA
7 �� .f r FO DETAIILS ,.. }F 4`L.••.•`....-„ -., °aw"' .... f S } j
;Y � _ 60.82 TC " _ JOIN EX 16 y8❑ �
CID rl RC 1 E T®. �� FL i 9 -. A ""°A
.,:
ESQ T � � ..... 8 55 IN�1-�•6'' _ �-.s.... �
60.66 TC '' I6O FL} .1
f 60.9� TC 61 1 TC
60.�9 TC)INFILTRATION TRENCH (6D.71 FLU 3
4....., .
5a 2 FL0R1.- PAC
SD EX 1"' PVC SD
35s6 INSTALL60.87,�0.� FL}
PER DETAILS HERON4
- -- 7 , . ; PERF
i --
!� EAi..K � � [ i61.01
-..
L+d , 1 .6� . �� Ttd� i E � 3 � r r' � ��, 4•:rt f lcEv
CRO � FAILX 59. TG 0.51 FL ! 2 (60.45) FS
P
6Q.57 FLU � 10)
5i.� INS i � l �° (56,29) INV 1L
�� A
3 x5 5 ZZ .. w.. `,��. EX DCD
f ' LANDIN 1 e _ 1 - .� ��- _w�---- _ •.�V- IT ;----=- -------;-. WATTS MODEL ES----a9L
i T 4 �'�..axavx..+..' Y'.e'r...ww..F .•� � � ..� � i7a 4. y .. • ....- ^'� � i 1f
0
-- 61. 7 TC w. w .....w_.... ---' --fix �N r.... --- - --
09 �
4` __.......
--7.� � `, S 60,6? FL 1. �9 T 6a, 50 FL
r
CD ----- ,- r..... .
# R Q `0 i 60.4D 1 (60.79 FLU
[ -•.,jjj � � EX ADA PATH a F TRAVEL ' 1
... fj
f
-c
r
. EX 2 X P I-+^-- �
i
012
1. 3 60.6? F +
-_ I«i�.5 pp, A. g 6 4 FS F ' 1�' 2i
-- N46* 11 09 E Z " PERF
--- - - �;, � �i 61, 50 ROOF PAC S®
,76 , ; f
M DRAIN € T
k �G01,
TYP L��IYP E € ,..,5k EX FH =
<L..Z-11-1-�l cc '_ 1 PE 1061.50 } :f (61.37 TC l 61.12 TC �' ----- 00
P L w It . 6a.84 FL w
�� PE 060.67 (60.66 FLU i
RCS E CN � = A
1 > � IA ENHAN CEO EXI TNY
o 61.45 Pa�G
91.E FIRE RISER Ra011 F .. _ . WS GRIPING p
6. j
LLJ 3 4
�` ;: - EXISTING ~, 10" R W �a
-' FS 1 ` ,�'` STRIPING r-� EASEMENT 5
`. w `
i�3 1q] INSTALL rt-
00 i 60,67 P-
OBSERVATION WELL
/ REMOVABLE CAP
zl.,-�--1711�'",--�-2-..,--i�7� -
INSTALL 2 LAYERS 10 MI
THICK POLYETHYLENE
VINYL, SIDES ONLY (TYP)
6" PVC SCREENED OVERFLOW
i
1
x;
PEA GRAVEL
Lr\FS
h r .. _ 3" DIA ROCK
CI05S FALL ` fit , 4 '� r' rj° z f;� ET 1 1� F 1 Tt
40
61 �I'1 fL f> >, AASHTO 3 OR 57
z� L-o FL) E 1
:. { (61.171 TC 61.E TC I I "
.6 ti5 E T fit.® -"� EXTEND 1 (TYP) 6" PERF PVC OUTLET
60X WALL
3 , r 61.09 61.171 FL 61. 7 FLU l 1 l f
TO REMAIN =- Cul p € 3 ;mill
354.6' E M `---- 2` [ f _ 1
61.9C LANDING e 5, NTS
'X6 (61.00) 1 'B ® y 61.54 FLU ' .rs``�
l T p f f
. - -r - 'y fin.... E!� w� f `' f l ` 1. ! Ch
X ADA P TIC i Sd fi 1. fi TC� 1 D ; _,
u..
� � f � y EX 6" SE1 E EX ADA PATH OF TF VEL . �,. = __ _ �_ _
�............ .....- rf'� Nw.....,n...N. ATELO
TABL ..CONSTRUCTION k 1 OTESO
R M ........._ �
_ . _�.0,- RREIAIN ...6'O..00: w w._ 9^A `
y
X HAND
r ....w � � _ � ate.• ,,._.,. .... �... N. _.,,....,.�..
� t �
.� N� TO
...� ..m [ `'.. - AR�$NCS 3 P 1 D'
�..,� _ ... wv....n.__. ----. w,,... � EX' n�4CKFL0���` 59.1 fl � � �59. _......-..w....... ,M....w...,...........,,_w . M. ,...,.
....fir; E�PRE
��---5..� ...., .._... - _._ _ --._._._.. - - -- ......_....
� ETECTABt_E. m
EXISTING SIDEWALK FEX f EX FH WARNINGS 36 DEEP g
..�.r.� •+�.wrwrnw. �-•w.w »•ro:•�R. m... � Yn�W1f r.www. .Iw�w F ....... up,,., �uovz r-oce¢.0 cieA�. 'rea�.Y¢w +xxnn..+.a�+.r.. n'!.slT. �+�tt
� EX TRAFFIC SIGNAL ^ N✓ 56.63 TC 59.04} 59.06 3 60.46 TC)
[ T R[ v qq i f ..�-," l yl " G� s N ` S L.i +ni _ _._...�...._......_.... L '7 m.....,........._...... .m...-�...................... ..._..._.......w... /' j
.........�....._.... L Ci ,°i t� �...,..- ! u I .,.... .-.. .l v7 Wl ' 4 i ._.�...M. F` _�.._.,. ......_.m.......� '�� -.�. ____....._..... 3 t•'7- iTt• .''�` �][/ ..,..�.�..... N '1" .L S1Ys €\ - S Li N - %� A^-, i. i� W T" i .....�..,-i. S ry �h � '\ f ri"' �rJ ' i. G7 h W f"�
7■ CURS
EX TRAFFIC SIGNAL .�
C!! rvr _N ..n g - ............ _
.. lRf iC i ��; i " ..._-..._. �, R7 '___...._.._._.� .�-_... `� s Vag R ......_.._._,....._..r......._ �u R ?,h €� .5. iS .0 .? W R � S W R
-a
" � C' 1
GUTTER
w
t
... n� r -:= •✓.. .. rr.r..�w-J � � rr � y_ J T .....�.� _..'F
i E .D
4:vec.:. ..,,ten.,x.�.-.. arr+x-.�..s,a.xe•.•� i rN � .r
C� 2
REVISIONS
BY IAPPR. 1DATE
RECOMMENDED BY:-- l/►�� � V �- DATE: Z�L? /-/ z
ACCEPTED BY: �Qy� �1 """'� DATE: Z ZT
PATRICK THOMA3
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
R.C.E. No, 44223
CONSTRUCT INFILTRATION TRENCH PER DETAIL HEREON
INSTALL ENHANCED PAVING PER LANDSCAPE PLAN
�3 INSTALL 6` PVC (SDR 35) PIPE
INSTALL 6"x8" NDS OR EQUIVALENT GRATE
ff 9A
6 JOIN EXISTING 16" PVC STORK DRAIN
INSTALL 4" SIDEWALK PER CITY OF TEMECULA STD 401
INSTALL 6" CURB (TYPE D-6) PER CITE' OF TEMECULA STD 204
�9 EXISTING DETECTABLE WARNINGS (36" DEEP, SEE DETAILS ON SH 3)
10 EXISTING HANDICAP PARKING SIGN (SEE DETAILS ON SH 3)
11 INSTALL 6" PERFORATED PAC (SDR 35) PIPE
BUILDING AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE 24
DISABLED ACCESS AND ACESSIB LITY ONLY
SHEET 2 0 5
NTS
A CURB OR BARRIER SHALL BE
PROVIDED THAT PREVENTS PASSAGE OF
A 4 INCH (100 mm) DIAMETER SPHERE,
WHERE ANY PORTION OF THE SPHERE IS
WITHIN 4 INCHES (100 mm) OF THE
FINISH FLOOR OR GROUND SURFACE.
W:ain
w
men sibns IZ'fon g mih.'in the .same dkeckw.oF travel are reqLdred,
.at the top and bo ttwn ulfmun's (exWpt for inside raff of svwfthback
ramps) to pro-w cLn, super ,twforeentenng ar exiting ramps.
The 12' min_ 1'�
Handrails must be conlinuous 12-v Measured to,
PRottom- gripping suKaoa tth_',Uf fength of run and tops min me zqwt of -the
12" can be obstructed up:to a nd s"-- S of : gfippl ifs 9 sugO ce i-adus
20% of the tength gal be obsfty_,ted,
Extens.f'on's wrth a lea&nq edge 27high may canextend �y amount from post& Thoze wffi' a
ceding edge higher then 27' are h�nifed to- a, f 7 protrusion from poisfa f
padion of han drails. sre ?V reqfed to amply with requireln?en ts tof :p rotruding objects.
HANDRAIL DETAILS
NTS
As
mow what's bel..ow,.
Coanan 8'j&iAs bewe
402nm0#1
IUTCD R7-813
UTCD R-998
110401flas 0=0 z
MARK I REVISIONS
'
A
BY 1APPR. IDATE
RIB-80
_J
D R-998
TOWED VEyk1LB
LTNAL)TMORIZED VEMCLES PARKED
IN DESIGNATED ACCESSIBLE
SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR
SPECIAL LICENSE PLATES ISSUED
FOR PERSONS NVITH DISABILITMES
WILL BE TOWED AWAY
z _J
AT THE OWNETS EXPENSE
<
TOWED VEHICLES
CI.MAY
BE RECLALMED AT
I
CD >_
00 1 F__
ORBYMEPHONW(3
DETAIL "B"
ACCESSIBLE PARKING SIGN DETAIL
NTS
X..
. . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . ......... ........ ....... ....... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. ............................ .......................
R- 1008
Co)
.. .. .
.. ..... ........
......... . ...................
..............
- ---- ------
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Ps,
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@
@
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@ 6
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00
QD
00
@
(0)
00
(q)
@ CO)
CO)
@ 00
00
00
00@@(§)@@
00 00
@
@
@
@
OQ
(9)
@ - 00
00'
-00,
@
IL
@
0__
PAMEL PLAN VIEW
NTS
-RU
DETECTABLE WA.... SH. LL C T C_ 7 -OF RA A_
WITH: ADJOINING:- %5' EIMERLISHT-ON-PARKOR 04T
NA 7FRIA L USED. . TO POO VIDE CON W$ r- SHALL, BE AN 1XTFGRAL,PARr-0F THE WALKINO SURFACE,.
T ROM
VElErTABLE.WARNINGS.S.-HAL-L,DIF ER F ADJOININO WALKIW �� /N RESVEN 'Y OR
S&&ANE CONTACr.
:�w mut ONES► -A SOMfif'PATTERNARRAWED ME. DEM TABLE WARNING: SURFACE COM TS CA 7FD D ON
/N: A MMU& AL��W*r WTHTHE ROWS- OF D MES: A L / ONEV W1 M THE PA N OF 7 7?A M.
C OL 0 0? OF. THE DET, EC TA 8L E'WA RNIA NG 5 i W A, CE PA NEL S SHA L L BE A S � DIREC: W � B Y ME
DIREC TOR - OF PZ& IC WORKS
DETECTABLE WARNING DETAIL
RECOMMENDED BY: DATE: z_7k L
ACCEPTED BY: —P—d*A DATE:
PATRICK THOMAS
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
R.C.E. No. 44223
NTS
LD16-3234
BUILDING AND
REVIEWED FOR COMPLIANCE WITH TITLE 24
DISABLED ACCESS AND ACCESSIBILITY ONLY