HomeMy WebLinkAboutRc St Improve Plans 384/1 Thru 388/2 384/1 385/1 386/1 387/1 388/1 388/287/1 388f1 388 2
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GENERAL NOTF-5:
IT
1. ALL WOU 514ALL bF IN ACCORDAN(C WITR TIA15 PLAN AND -rgF- STANDAIn, AND
SPLCIFICATIOPIS br-CILIE CITY OF KARCIA0 CLLCP�N\0NLG1-\
Z. AT THe COMPLETIOU CF PAVING A MATEIZIALS ZF-PORT 614ALL Br- SU&MITTE0 110 T?4C
C11Y 1N5PGCT0I2- LI:SCIN6 ALL 'TFS15 OR DETGRIVIINAT16AL5 e-,OIAPLF-Tr-D -110 UVRIFY
Z) P,-VALLLP- SIEVE 4MALV515 A0. 5AND FaIAIVAL.C-,*4T eDF A66RE6ATE 95,6C:5,
13 51ANLI-rl , 61L CONTC-AT AMD i�,ISVP- ANW51 -s OF A5PI44LT --ARFA,--tNC..
3, COM�ke-VON TESTS OF EMBAt4VNI64T COA15TRUC-Ttbm TP-EAI-(.l
gAe-KFILL, COPAPACTI-D 0IZt6ItdNL &ROQW�) AND ALL
$14ALL- S& PGRPOP-MED, A WPI-T-ISM RC--PQP-'C OP- T4�5C- '7�5',5
514AL(- BE S4BA&(TTic:P TO -r(4C-: r-I-TY FOP- APPROVAL PZtQP- -rO
PLACeMVq-T OP Z,�S& NkA.-Tc-fZ(AL5; AND/Ok
CITY OF RANCHO CUICAMONGA
GROVE AVENUE
f rom 8th St. to 500ft. N'ly.
AT
Atchisonjopeka Sunta Fe Railroad 2-99.7
APPROVED, Dk�E
CRY EN61NEIEL RCE Z38"
D UtU Fer-OWMEALVED Sy
CI1Y OF P-ANC140 CUCANZALGA Rr-r- 31M,19
UOY0 Ra&&S CM Et4G.
R 0. ROX no -r C11-
9310 SASE LIKE STF-.'B'
F-Amci4o r-acA-m6R6 A
C A. L I FO )k N I A q 1? 3 0
CIAURP-0 7 14 - 98cf- 185 1 9zwcg. NO#
S. a.' 384
R
30X
REDUCED PLANS
0
Z5 INCHES ON ORIGINAL PLAN
- A
1530 t -
A
A
47'
A. A
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00 m
1$30 ISOUTH
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2000 .3+040 *11-40 �5*00 0 VW 711W GENERAL 110TES
1. All work shall be done in accordance with this plan and the Standards
and Specifications of the City of Rancho Cucamonga and the County of
San Bernardino Standards.
2. All pipe lineti or substriL. ures of any kind shown or not shown on this
plan within the limits of this developemtn or in adjacent areas wher-,
AN145e �WASAE it CaNsr AWAS& .4 iWNSr qVIMF 4 a61197* improvement wo�,k is to be dore be removed, or, relocated as re:luived
at no expense to the City of Ra.-� no Cucamonga. It will be the owner's
zL t
r:asponsibility to no ify e.11 agencies co
3. A permit will be required from the City of Rancho Cucamonga prior t� any
encroachment or construction within Lbe Easements or Right of Way.
R
4, Adequate stakes shall be set bythe !:'ngineer_..,to__enable rhe Contractor to
construct the wovkto plangrades. d
.50 5. Compaction x,;�sts a,, emLanjanent construotion trench backfill, compacting original gi,,,,,LM
V and all sub-grade�� shall be performed at ri� oost to the City of Rancho Cuca'nong-i. A
-54IMMI 7- A
Engineer tar
(zVi
2
5 written report with these compaction tests shall besubmEtted to the City
4i)/ -acing.
W,
z -
---------- materials and/or surf
-7-�7-
77
approval prior to the placement of base
7
F er,
listing all tests or determinations completed to verify:
6. At the completion of paving, a rr.terials report shall be submitted to the City Unggin_�
aal.,Si AC ;r,?yvar
AM- 6/0.' 4a6 (A) R-value, sieve analysis and sand equivalent of a.-grega; e base.
0"" C41Aa /?.=r OAM r_wrvaml 6,9170. Aence, aec 4 (B) Stability, oil content and sieve analysis of- asphalt surfacing.
-Xtvdeol,�Om. 11 of plarls does not relieve the developer from responsibility for the
L. 4 C hen N 7. City approv,
correction of orror and emission discovered during ennstrUction. Upon request the
requived plan revisions shall be promptly suLmIttc" -,:-e City Engineer for approval.
P A At A rA 'A I
E. 1JME OF 7WE
%N �, %� P -_4 0 GENPRA1. NOTFS:
ILI %,-
,37-2 _-4
-A4. construct V curb/M`hutter per Standard 9303,,
-RIO (D Construct A.C. Paving per soils report.
QSaw -cut to c) -an edge.
T 03 Construct .101 A.C. Overlay
40 Construct 11 Feather.
4o' 1C .26 .1 .01 Ir P. t� I. a I. -.J/ 2
ConstructCrossqutterper standard
4 308. Az
(2), tzemove and replace existing A.C. Pavement, A17,7sc 4- 6017--t
Install Type "L" Markers per C,Ity standard
e403.
oel-6cl, /ca/zr_- -haslt�q P/P
,V,&taS .4 V10t17 �Sp-ljeY 04,M) Or Aeml,-Ia,�7 07le
4_6 A1*WZV_V
wellviry MAF-
Contractor agarees that lie shall assuine sole and complete responsibility for job
site conditions during the course OF construction of this Project, includingg safety of all
persons and property; that this requirement shall apply continuously and not b clim-
ited normal 0 rk-ing hatirs; and that the Contractor shall defend, indemnify
M., ��n
to w and
hold the O%vner and the Engineer harmless from any and all liability, real or alleged,
in connection ivith the perforz.7ance of ivoikon this -Project, exceptingforliabi ty
�F I
arising from the sole negligenceof the O%vner or the Engineer.
x
A�risA X6
AL IrYRICA I- �FECr/.0/6/ -� SUMM 1 ?r , A VEIVUE
7-,-60 Y. w-01.20
CITY OF RANCM0 CUCAMONGA
ESTIMATE OF QUA14TITIES
Z/19,W
11
t/1-43.3
L,F.
_144�rAl_
8" Curb & 2d" Gutter
2.
52.1
L.P,
Var. Height Curb
3.
305.0
S.F.
(Inc. Curl� Ept.) - Cross Gutter & Spandrel
7'
4-
46_rg.
S.F.
ZL
- A.C, Pavement
15
S.
.0 9, Fh
S.F.
Al
. A.C. Overlay
8/0
6.
11350.0
S.F-
A.C. ilemoVal
7.
16.4
L.P.
8xist. Ct rb Removal
rYfIcAt- sEcrIo,%1 - _=r1w.4Aze:,A
S.
Ze
E-A.
(Rock Curb',
lype ttarktrs
4C.
9_94�SI-09 /,,'o/- -/6 -'co/c
9.
Lump
Slim
Earthwork
_95-97 A-,vkv 1:&411a, ea,�4_- IV
/0.
eucalyphis Maolala Ttiacs
1,F01�1C110 C6e=71W01V-, -9/7-10
C714)
3140
61�
o/L
M� -011
4'
IC10Z
/A ziq:!�-IiLA
:�,z: X
30X
REDUCED PLANS
0 1 2- 5
�-S INCHES t1N ORIGh, d, �AWJ
I
426dlf
3�lx
BENCH MARK NO. 99-B
is FT. WEST OF CLNTrRLINE HERMOSA AVENUE
AND 12 FT, SOUTH OF 5,P.R,R, TRACKS F=0.
DRIVE PIN ON WEST SIDE OF` IMADC-L 4 FT, x
4 FT. CONC. BOX CULVI]RT 3 FT, EAST OF wEsT
END
gSk'/,5'7.4. 0. ao,=ece-1 RLEV, 1374.075
1370 1E 1360 N. 1360, /V.
lez,.S�
1355 N.
1365
GENER,4 L. NO MS
5HALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND THrCITY Or RANCHO CUCAMONGA
--=x/s7, 41-66 1, ALL WORK
(4� ------ STANDARDS AND SPECIFICATIONS, CONTRACTnR SHALL BE FAMILIAR WITH AND SHALL BF RESPONSIBLE
1350 N. '360 C FOR ADHLRANCE '.'o THESE STANDARD SPECIFTf.',sTIONS.
0 1370-S
2, SHADING ON STREET PLANS INDICATES A,C, PAVEMEN'T TO BE INST'ALLED.
77- - 3. AT THE COMPLETION OF PAVING, IF REQUIkED BY THE CITY OF RANCHO CUCAMONGA, A MATERIALS
REPORT SHALL BE SUBMITTED LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY;
(A) R-VALUE, SIEV--, ANALYSIS AND SAND EQUIVALENT OF AGGREGATE $ASES,
1355 !F
1.565 S� r0l (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALTSURFACING.
4. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA PRIOR 10 ANY ENCROACHMENT OR
mr- -=XlSr T0C17-1W CUA--g CONSTRUCTION WITHIN STREET RIGHT-OF-WAY.
5. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND
113606. 1350 12 SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
1360$. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARF 31JOWN ON THESE P'��---
6. ESTIMATE OR QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE PURPOSES. T�ip
CONTRACTOR SHALL MAKT.- HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING
A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE
ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
1355S 7. EXISTING A.C. PAVEMENT WITHIN LIMITS OF PROJECT TO BE REMOVED AS SHOWN ON THESE PLANS OR
ATTHE DIRECTION OF THEENGINEER. 4
-vCdZ-& -S TO BE CONSTRUCTED FLR SITE PLAN.
DRIVEWAY APPROACHE
9. CITY APPROVAL or THIS PLAN DOES NOT RELIEVE THE DEVEVJPER OF THE RESPONSIBILITY FOR THE
CORRECTION OF ERROR OR OMISSIONS DISCOVERED DURING CCNSTRUCTION. UPON REQUEST THE
13503 REQU7RED PLAN REVISIONS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL,
15 16 17 19 20 21
k
COW TRUC TION � VO TES 8 ES r OF OUA N 77 TIES
PARCEL I PARCEL PARCEL 3 1 CONSTRUCT P.C.C. CLI68 & GUTTER PER STD. 302 - - - - - - - - - - 5 17 Zi
P
-4
2. CONSTRUCT P.C.C. SIDEWALK PER STD. 309 - - - - - - - - - - - - 1800 S.F.
3. CONSTRUCT N.C. PAVIAENT PER TYPICAL SECTIUN - - - - - - - - - - 3332 S.F.
0 0 e- 16� 7/' �z 46. C>--,
e- -0 4. CONSTRUCT P.C.C. DRIVE APPROACH PER STD. 306. W = 30' ---- 450 S.F.
7- 7—
N
*1� "I . . S. CONSTRUCT A.C. BERNI - - - - - - - - - - - - - - - - - - - - - - 10 L.P.
5: t-577 44/tl R
c:101-w",!�F"--91A 4- 6. CONSTRUCTSIDE19ALK DRAIN PER STD.502. IV - - - - - - - - - 5 EA.Z�S
0
ca 7. REMOVE EXISTING A.C. BERM - - - - - - - - - - - - - - - - - - - 390 L.F,
/act -e;4z,
S. INSTALL STEEL GUIDE MARrEP - - - -- - - - - - - - - - - - - - - 2 .A.
2- N 9. REMOVE EXISTZt P.C. C. DRIVE APr-,1OACH - - - - - - - - - - - - - S.F.
/0. ColV57p4lCr )004, Z2A'1V,5',4,0,c1e04C11 Rh�� 67V. 3045 W-3,6'— 7 70 FAL
-t-A— 4.. v, %L�"L
9
-rl� z-
K
k-,
I/v
,if je�
4
(100 � y1;
-V
'AIM
BA SE /- INE
X "X
01=ALAS LCL
Contractor agrccli ti,at �,v �,h--a a,�qump �olc, and cor-TIete responsibility for job
site conditions durinIg the cotir.se. vi construction of this, Project, includiRq satety of, all
is require -tent sl,all apply contiauomly and not be lim-
persons and property, that th
ited to normal ��orkiinrr *,oui�; and that tli- .,untractor' shall dcfen& indemnify and...
hold the Owner and thv llommler harmif-is from nnvand all liability. real or all eged,
i -iinectioll -,v; th tbe performanco of Nvorh- or' 011% projem mcej)ting for liabi (ity
n c
- the Figince.r.
arising from the �ole negligence of the Oitntr oi A
Cal='
Q
v4A111C---
7-0
�S4W C'4-/7-
/at 07-4 GE-: 0. 7Y��-,S 10 -A,�Z - aOC�tD A.C. 0.4,�V,5 <�CX#Z6,E-
T YPICA L SEC TION
BASE LINE ROAD
CITY OF RANCHC CUCAMONGA
S TREE T IMPRO VEMEN T PL A NS
Q A SE
ADM L. INE RQAD
%.Wflv
F-Mf 1062'W OF ARCH18.4-ID TO 675'W OF AI?CHISALD
PARCEL IWAR A40. 5545
APPROVED a-
CtT) ENGINWR DATF
DESIGN ALL CITIES ENGINEERING RECOMMENDED
300 POMONA MALL WEST, POMONA, CA. 91766 JLM
DRAWN SHEET
I OF-j-
CHECKED IIIIAWIN13 NG,
LEENCERT SCHONEWILLE, R.C.E. 14759
DATE -JOB NO.- -3-9-6-
30x
REDLJCED PLANS
0 1 2- 5
r—J3JJ1N=HE8 ON ORIGIN'AL PLANA
I
A'%
I �
k6
V
B.M. 7-25
SAA' BERNARDINO COUNTY B.A4. 7-25 27'N, OF -t INTERSECTION
FOOTHII L BOULEVARD AND BAKER AVENUE. DRIVE' PIN WITH SAN BERNARDINO
COUNT), 4-:URVEYOR TAG IN TOP OF CURS, ELEV477ON /23Z5e6'
in:
;r/. 7.7r$&Oe�A
k N3,
A
M
M
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�12-2C L-77 %
E>V--T' 57�-,,% i;-Z:�
J
A i�' 7ES
N GENEF-i-\L- N0
N
ss i 1. ALL WORK SHALL BE IN ACCORDANCE V)ITH THIS PLA, , THE CITY OF RANCHO CUCAMONGA
PUBLIC WORKS CONSTRUCTION, CURRENT
_q N STANDARDS AND 'THE STANDARD SPECIFICATIONS FOR
EDITION. THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR
ADHERENCE 70 THESE STANDARDS AND SPECIFICATIONS.
MP C
2. COMPACTION 'TESTS OF EMRANKM`ENT CONSTRUCTION, TRENCH BACKFILL, CO A TED
ORIGINAL GROUND, AND ALL SUB -GRADES SHALL BE 'ERFORMED AT NO COST TO
THE CITY OF RANCHO CUCAA-fONGA. A W'?1TTEN REPORT WITH THESF COMPACTION
T.1srs SHALL BE SUBMITTED TO THE CITY 0)1� RANCHO CUCAMONGA'S DESIGNATED
;'NSPECTOR FOR APPROVAL PRIOR TO PLACEMFIq-, OF BASE MATERIALS ANDIC>R
SURFACING.
3. AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE PROPOSED
STRUCTURAL SEC770h! SHALL BE SUBMITTED BY *THE ZOILS ENGINEER TO THE CITY
ENGINEER FOR REVIEW AND EVALUATIO&�
7'aic7l _12- _�pvr__ 4, AT THE COA4PLETION OF PAVING, A A-ATERIALS REPORT SHALL BE SUBMITTCD TO THE
-TED 70 VERI Y:
....... CITY INSPECTOR LISTING AIL TFSTS OR DETERMINATIONS COMPLE F
1-220 t 0) R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGAFE BASES.
SURFACING-
11) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHAL7
S. IF ASFz1i4LT CONCRETE IS TO BE PLACED DIRECTLY ON SUB -GRADE, A SOIL STERILENT
t REGISTERED BY THE -.PA. FOR USE UNDER A.C. AND PC.C. SHALL BE umFoRmLy
&
APPLIED AT THE MANUFACTURERS RECOMMENDED RATE -OR THE FULL PAVEMENT W4017H
PRIOR TO PAVING.
J. A 6. A PERMIT FROM THE CITY nF RANCHO CUCAA40NGA WILL BE REQUIRED PRIC0 TO THE BEG NIN
OF ANY WORK OR CONSTHUCTION WITHIN THE CITY RIGHT OF WAY OR EASEI�NT
7 ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (AND TELEPHONE OR POWER POLES,
WATER METERS. VALVES, HYDRANTS ETC.) SHOWN OR NOT SHOWN THESE PLANS WIT14IN
S OF THIS DEVELOPMENT' OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK
THE LIMIT-
REA40
IS TO BE DONE ,i4ALL BE
-4n VEP OR RELOCATEO AS REQUIRED AT NO COST TO THE
CITY OF RANCHO CUCAMONGA. IT SHALL BE THE
OWNERS RESPONSIBILITY TO NOTIFY
ALt AGENCIES CONC-ERNED-
8. WHEN ASPHALT CO,'&RETE IS PLACED ON NATIVE SOIL WHIC14 CONSIST OF A ROCKY
MATERIAL THE SUB -GRADE SHALL BE PREFARZD BY RE14OVING ALL ROCKS WHIC14
PROTRUDE ABOVE 7HE SUB -GRAPE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED
WITH A FINE GRAINED MATERIAL OF A QUALITY 13ETTER THAN THE NATIVE MATERIAL.
9 10 1 1 12 13 14 15 9. ADEQUATd STAKES S14ALL BE S&-- BY TH!� ENGINEER TO _-NABLE THa CONTRACTOR TO
CONSTRUCT THE WORK TO THE PLAN GRADES. WHERE: CURB GRADiffwrs ARE LESS
THAN 0.50 OF A PERCENT THE ENGINEER SHALL BE CALLED TO VERIFY THE ELEVATION Oj
PARCEL 2 CURB FORMS PRIOR TO THE -OURING OF CONCRETE-
r CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE TH�� DEVELOPER FROM THE
N
RESPONSIBILITY FOR CORRECTIONS OF ERROR AND OMISSIONS DISCOVERED DURING
CONSTRUCTION. UPON REQUEST THE REQUIFED PLAN PFVISIONS SHALL BE PROMPTLY
14L
SUBMIT.-ED TO THE CITY ifNSINEER FOP APPROVAL.
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t4
CA t-q 111. fr
kq K N 1�i,
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PARCEL t;) 14 % rl
14 01
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r V �l 17
9
0
GAS— GAS—
rn 1\0 glAvlaor'Aw .4
F_ — 's
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V JEW 4 Ef
wvl 110
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17
iq
r;
_-TSF. e, e4 1_11�w ,e.-_7
-17FREE WEL L_ DE-rAIL_
AROUND EXISTING TREE
-4
%zl NO SCALE
.61
CONS-rRUC-17ION N0-rES
'**��&YLVP). �, 30X
CO.VSTRUCT CONCRETE CURB AND GUTTER - - - - - - - 14L.-TO
PER STD. DkVG. A'O. 50E
IP R? A/ Covs-,RUCT CONCRETE SIDEWALK CITY OF RANCHO CUCAMONGA
A6, . &.E, //' CIS— PER STD. DWG. NO. 30y - - - - - - - - - - - - - - - - 507 S.". FR. -0,
16 Is CONSTRUCT A.0 PAVEMENT * AGG. BASE fZ,
PER STD. DIV& NO. 201. 6-23 Z PLAN AND PROFILE
(!�CONSTRUCT A.C. OVERLAY PER 'ol IR
__S-ID. DWG. AID. ZOL
c-, 33 &7* (D 10- Ir BAKER AVIE N U E:
CONSTRUCT CONCRETE DRIVEWAY APPROACH
PER STD. DWG, NO.305. ____ _ - / ell
I ___ r.-\ REA40VEAND REPLACE ,x1sr4lw1PE _k
K11- FROM 1187' -rc i-_92' NoR-n-i OF AFRRc-,\jv Rou-rE:
'��_CONCIFETE WALK TO PROPERTY LINE
02)
'%-CONSTRUCT 24 TAPER 36 SF PARCF-L- 22. PARCEl" MAP No 6011
69�-SAWCUT EXISTING PAVElYTNT 10'�
DATE
APPROVED BY - I 1�
CONSTRUCT TREE Pe'�LL PER DETAIL 'IT RIGHT- - I EA. CITY ENGINEE R. :.E. No. 25889
DESIGN RECOMMENDED
TYPICAL- SEC-rlrDN BAV-,F-cR AVENUE on. coNsTRucr 7APER PER SID, DVIC 406 0 EA. EX T6RA CIVIL ENGINEERS, INC.
INCLUDES IEA. T"PE V MARKER a W57 SIGN --- - - - - - 9 3164 EAST LA PALMA AVE. V
-17 1. = 7 V ICI N I"rY I\AAP DRAWN ANAHEIM, GALIFORNIA 92803 .;HEET
vo 'SCAI_� (714) 632-6955 1 OF
CHECKED R.C.E. Nci.2305G DRAWING NO.
7
DATE 8 Sep 40�1 FILE No. 1,es-
1
26"
9
Av'.','� 5,0CA4117 1VOrM A.
51oe oi�' (74=4 f, 67�-'
SIVERA I- NO 7-E-51 ---- -------
gagalm
work 5hall ba, olooe in accorelcmze Iv,i"/7 "heSe tD
A�l m� 'A
P�/19 IN - N
ond the 1966 revlsiop oP 51c,,nc�orr,15 a/701 Opect-rical-lon.5
op /he Coao�q oF 5'an Bernarollno. s'(P&'CGC/) so,
SRADe POP OR C41Rg A/1
0. A permd Prom tln? 5an 5eroordmo Covahl Poo "14 "/4
will be requirer, �,rlor to tbe be�vnn,,-7
-q of a/.7t/ work or
IC 1,i 4
ronsi'rucfion kvifbin Couoty rlghl OP way 0/- e0gedwenA P q,
13 U
F�'-1'117& St R4 C Ch :N
-Al
Al
90' VerhCal C V"40,
W
Eb
Q
X VC 1353.52 N
R)
t6 t�
9, A I pipe lines or sah,5 truc fur-e s of' ony kil7o' ::? a// *� N
, - :"'
vj N\ - %I:_- � -1 7�- - - 1
poles, wafer meileis, volveg 56-
clepbone or power N,
-70)'
A4. 4
-�A-ucl`ures, e1c. shown ol- 150 kD ri
c:r hyIr-ooA5, lrr-lgaivon
-ruc;�1017
Improveal jarod ,�,Ierl'cring w1th coo-31
sbovvn on these plar.5 00d lcccled Wil"b"? �0 be
be
relocated a/ t-)o cosk io Sa.,7 i5ernardti-7o Co�.Jnlly; W. to
I I I 4N)
Choll on.Fjbilh' I I K
be i'he owod-rzS -d--SP q lo noill'y oll i Nr
:ZA
-le.5 concerl;,ed.
oL?enr
4, Com
'p,7chon Aest--7 oP arnbor2bmenl con,51-rucilor?, h-ench
4'cCbP11l and c7l/ 5abqro-r;le-� 5/7cl( be, perFbrr.,?ed1 ol Ld /.6 7
-!�4501 Verical Cre-
pa cosl to Soo )5ernordl,-7c Cocioty - cod a wrtHe,7 Q in
v 1558. P 9
repor)" 5ubr1?,,7Ye-d to Yhe Colw'roc;�- N-1
01wz1on oP the Cour7tSI Rocvo` 06�pc7rv�,r pr �z - - - - - - - -
77el7l- Por op oval,
-7-
ba-ve malerial 5��P"qcl'-7
'g.
tm
N,
'�j 1411
L
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