HomeMy WebLinkAbout0154.091~ .. ,
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March 7, 1991
THE HONORABLE CrTY COUNCIL
Palo Alto, California
';9.:!pput~:r-Aided Mapping, CIP 18822, Amendment No. 3 to Agreement
C-1Q82 with .Aelrt~ru;u.
Me~~rs of the Council:
~~rt in Brief
This report requests that council approve the attached
Amendment No. 3 to Consultant Agreement No. C-10B2 'With the
firm of Aelytek, Inc~ in the amount of $260,000 to provide
additional consultant services for' the Computer-Aided
Mapping/Drafting System. Funds have been appropriated for the
amendment in elF 18822, the utilities Department's capital
I!JI(jrove:ment Program and the Storm Drainage Enterprise Fund
Capital Improvement program ..
On February 6, 1'389.. Counc i 1 approved
Aelytek, Inc. to provide consultant
computer-Aided Mapping/Drafting System
services included:
an a gree:ment
services for"
{CMR:160:8}a
with
the
These
a. Establishing a network of ground control monument points
to be used as targets for aerial photography.
r. Performing aerial photography.
c. compiling a base map. both qraphic and digital. using
photogrammetric stereo digitization equipment.
d~ Converting this digital information to a format that is
compatible with the hardware/software. system that has been
selected by the City for this system.
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CMR:154:91
o )
The agreement included mapping Areas 1 and 2 using funds
budgeted in FY 1988-89 {see attach~d Map 1). The agreement
also provided for mapping additional areas of the city as funds
became available i~ the capital Improvement program.
c~~ncil approved Amendment No. 1 to the agreement on July 10~
1989 for mapping Area 3 usin.g funds budgeted in FY 1989-90
{CMR.: 348; 9) • Also, Council approved .A.reendment No. 2 on
Septe~r 11, 1969 to provide impervious area mapping for the
storm Drainaqe Enterprise Fund and topographi~al mapping fo~
Greer Park Impro',rements (CMR:4'2B:9).
Amendment No. 3 will provide funding from FY 1990-91 for the
mapping of Area 4 as sho~n on the attached Map 2. This area
w"as chosen for mapping next because of several utility projects
planned in the near future. The basemap created by the mapping
will be utiliz;ed in the design of the utility projects.
Because much of Area 4 lies within the FEMA designated Special
Flood Hazard Area, the topographic infor&ation created by the
project will be extremely useful to residents considering a
sUbstantial house remodelling. It will provide elevations near
the property so that the resident 'Will be able to detennine
~hether or not the house needs t~ be raised in order to comply
with F~~ regulations. Thi~ new mapping information will be
mad~ available to the public at the Public Works counter, Civic
center~ 6th floor.
Prior to aerial photography of Area 4, field survey werk will
be required. This will include painting target control points
on utility features such as manholes. Water soluble paint will
be used so that the markings will be temporary. Articles will
be plaCed ir. local newspapers informing residents of the
painting beforehand. The actual field work will be
accomplished within two ~o three weeks.
This agreement is not subject to the California Environmental
Quality Act (CEQAj, because there is no possibility that the
activity may have a significant effect on the environment.
staff recommends that council approve and authorize the Mayor
to execute Amendment No. 3 to Consultant Agreement No. CI082
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eM!<: 154: 91
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with Aelyt~, Inc. in the amount of $260,000 to provide for
mapping Area 4 of the City yhie-h brirl<}s the total compensation
payable under the agreement as amended to $573,660.
Respectfully submitted,
GEORGE BAGDON
Assistant Director of Public Works
4' ~j«<~.;( ;F<--?r
JUCHAP.D YDIlNG '/
Director of utilities
Attacn~ents: Maps 1 and 2
Amendment
Related CMRs: 160:8
348,9
428:9
CI!R:154:91
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DAVID G. ADAMS
Director of Public Works
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Palo Alto Mapping Project
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Phase Two
Area 4 Boundaries
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AMENDHE~ NOa 3 TO AGREEMENT NO. C1082
BETWEEN CITY OF PALO ALTO AND AELYTEX, INC.
FOR CONSOLTANT SERVICES RBLATrD ~ AERIAL MAPPING OF CITY
This AMENDMENT to Agreement No. CIOS2 is made and entered
into this day of ,. 1991, by and between tbe CITY
or PALO ALTO, a municipal corporation of California, hereinafter
referred to as "CITY·, and AEL'i'I'EK .. INC. (taxpayer-identification
nu.ak'!e:r: 94-2801.863) t with offices at 1368 Bordeaux DLivE'.,
Sunnyvale, CA 94089. hereinafter referred to as ·CONSULT1L~T~;
R3cr"ALS
WHEREAS,. Aqreement No. CIOB2 was entered ir!to :between
CITY and CONSULTANT on March 31~ 1989 for the provision of
consultant sarvices related to CITY's Ccmputer-Aided Mapping/
Crafting System; and
~, said agreement 'Was amended on september 21, 1989
to provide for CITY's payment to CONSULTANT ~or the completion of
the originally contemplated scope of ~ork; ~nd
WHEREAS,
September 25~ 19B9
services related to
Park eIP i8805; and
said agreement was further amended on
to provide for CONSULTAFT's aerial mapping
the sto~ Drainage Enterprise Fund and Greer
WHEREAS, the city Council originally contemplat~d mapping
the remainder of CITi:' as part of the work under said agreement: and
W"dEREAS., CITY no".., desires that CONSULTANT perform
services related to the aerial mapping of another area of CITY, as
described in the a~ended scope of work of the agreement attached to
this Amendment as E~~ibit aA"; and
WHEREAS# both parties desire to further amend Agreement
No. CI082 for such purposes;
NOW, THEREFORE., in consideration of their mutual
covenants, the parties hereto agree as follows:
SECTION 1 ~ The follo'lll'ing paragraphs of Agreement No.
C1082 are hereby amended to read as follo~s:
(a) Paragraph 2.2.
·2~2 ConsuJ_~ant. CONSULTAllT shall assign a single
PROJECT DIRE~OR to have overall responsibility for the
progress and execution of this agreement for CONSULTANT.
Clement Lee is hereby designated as the PROJECT DIRECTOR
for CONSULTANT. Robert Pettit shall be assiqned as
PROJECT COORDINATOR for CONSULTANT and shall reDres~nt
CONSULTANT during the day-to-day work on the pi-oject~
1
." ...
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Shoula circumstances or-conditions subsequent to the
execution of t~is agreement require a substitute PROJECT
DIRECTOR or PROJECT COORDINATOR for any reason the
PROJECT DIRECTOR or PROJECT COOf(OINATOR aesignee shall be
subject to the prier written approval of the PROJECT
MA..'IAGERS ••
(b) Paragraph 4.1(a).
-4.1(a) CO~SULTANT shall attend a m1nlmum of eiqht
(8) meetings end a maximum of twelve (12J meetinqs with
PROJECT MANAGERS.-
(e) Paragraph 4.1{d).
"Cd) CONSULTANT sholl assist CITY in coordinating
all aspects of this project with McOcmnell Doug-las
Corporation, which is the vendor selected by CrTY to
provide the Computer Aided Drafti~/Geoqraphic
Inrormation System computer hardware/software.-
Cd) Paragraph 6.1.1.
-6.1.1 CONSULTbNT'S Fees. In consideration for the
.full performance of the Basic Sen-ices for Phase I of the.
Scope ot Project AS described in Sections « and 6 of this
aqreement. CI·ry-agrees to pay CONSULTANT a fee not to
e~ceed Three Hundred Thirteen Thousand Six Hundred Sixty
Oolla~s ($313,660.00).
-In considerstion for the full pertormance of the
Basic services for Phase II of the Scope of Project
described in secticns 4 and 6 of this agreement, CITY
agrees to pay CONSULTANT a fee not to exceed Two Hundred
Sixty Thousand Dollars (S260,OOO).M
~ION 2. Exhibit wA· of .Agreement No. <:"1082, as
amended. under Amendments 1 ana: 2: to said O!qreement l 1S hereby
replaced to read in full as shown on E~~ibit -A-attached hereto
and incorporatec herein by this reference.
SECTION 3. Exhibit -8-of Agreement No. C1082, as
amended under Amendments 1 and 2 to said agreement, is hereby
replaced to read in Eull as shown on Exhibit -e-attached hereto
and incorporated herein by this reference.
~ Exhibit ·e· of Agreement No. C1082 is he~eby
replaced to rea.d as shown on Exhibit -c-attached hereto and
incorporated herein by this reference~
SECTION 5. Exhibit -0" of Agreement No. C1082 is bereby
replaced to read as shown on Ex..'1ibit -D-attached hereto and
incorporated herein by this reference.
2
SECTION ~
provisions of Aqreement
effect ..
Except as herein modified, all other
N04 CIOB2 shall remain in lull force and
A'!'TEST:
city Clerk
APPROVED -"S TO FORK:
Assistant city Attorney
APPROVED:
Assistant city Manaqer
Director o~ Finance
Director of Public Works
Director of Utilities
Ri sk Manager
Attaclule.nts
Exhibit A
Exhibit B
Exhibit C
Exhibit 0
Scope of Project
Payment Schedule
CUrrent Insurance
MEP Form
3
1l10'll11N1c 00'20167
CITY OF PALO ALTO
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1.1.
J1jX§I8Il A SCOPE or PltOJECT
AERIAL PHOTOGRAPHY. GROUND CONTROL AND
BAS!: IlAPPING
SECTION I
OVERVIEW SCOPE OF CONSULTANT SERVICES
1. 1.1. GENERAL INI'OIUIATION
This Scope of Consultant Services is for the purpose of
acquirinq aerial photography and ground control, and fgr mappinq
certain planimetric and topoqraphic features, to produce a baae
(-Base Map~) ot the City of Palo Alto (the ·City·). The Base Map
sball be utilized by various clepartlllents within the city to
record their facilities. Phase I of this project is a Pilot
Project for the mapping ot Areas 11 21 and 3 of the city as
indicated below. Phase I also includes the services set forth
uncIer Section VII of thia scope of Project. Phase Xl of this
project i8 the .... ppinq of Area 4 of the City. as incllcated
below. It is Ilnticipatecl that the system shall be expand.cI in
the future to record all City owned and maintained facilities.
The Base Map shall be produced in two formats:
1. -Graphic· foraat ink on 3-mi1 mylar plots
at the scales specified.
2. ·Diqital~ format computer readable digital codes of a
"peclfled encoclinq for-to transmittecl via magnetic
tape or disc.
Additional products under this SCope of Consultant Services,
resulting from the aerial survey shall include:
new survey control .onuments
aerD photographic prints at specitiecl scales
.. spot photo inclex
orthopbotos of the surveyed. areas
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l.~ PROJECT PHASING
Tbe llapplnq of the C'''y and the uut .... te i .. pIeJllentation of a
Geoqraphic In~o"'ation Syst.m b planned to be ph.sed in stages
dependent upon the financial reeourcea at the city. Tbe City has
been divided into five ere ••• a follOWS:
Phase I
Area 1 -onivaraity Ave. lIUain ... District
Area 1 -california Ave. Buain ••• Di.trict
Area 3 -Intermediate Area Between Are.s 1 , 2
Imper.eable ar~a al described in Seetion VII
Greer Park as deacribed in section VII
Phase II
Area 4 -Southeaat Area ot City
Future Phase.
Area 5 -Remainder of City
(See alao attached Figure VII-l and EXhibits 1 and 2 to thi.
Exbibit -A-. which are incorporated: herein and -.ada part hereof
by th is .... terence. )
The firot phase at the iJopl_ntation of the Geographic
Info ..... Uon sy.t .... 18 a Pilot Project Under which Consultant
shall create a diqital a. •• Map ot thr.e selected are.s of the
City, IdentIfied •• Are.s 1. 2, and J al:IoVe.. Phaae I alao
includes the •• rvice" described under Section VII of this SCOpe
ot Project, 1) the detenlination of iape.,...able area .. identified
therein; and 2) the ~ppinq of Greer Park. Hereinafter, all of
these services shall be ref.ued to as the -Pilot Project.·
FUnds :for Areas 1 and 2 were bUdqeted under the fiscal years
1~87-19S8 and 1~88-1989 capital Improvement Program (CIP).
Funds for Area 3 and the .ervic •• aet forth in Section VIr 'Were
budgeted under the flacel year 1989-1990 CIP budget.
U~er the second phase of the implementation ot the Geoqrapbic
l"nforaation Sy.tea, Consultant shell create II digital Base Map
of Area 4 at the City aa identIfied above. Funds for Phase II
have already .been budgeted under the 1990-1995 CIP for this
project. !'unde for the _ppinq of Are. S (future phases) are
subject to the City Council's approval of futUre CIP budgets.
The Consultant'. scope af project under this agreeaent shall
include qround survey, aerial photography, analytical
aerotrlangulii!lt",ion, up compilatIon, data coapilatlon, and
orthographic photography of Area. 1, 2 •. and J under Ph..... I and
Area -4 under Phase II. l"Urtber a.aendaents to this aqreoaent
.hall be required tor future phase. once additional fund. have
,
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be.n appropriated as part ot the 1990-95 CIP.
This section and the tollowing sections ~eBcribe the
requlreaents for and the .leaent. of the Base Map of Areas 1,. 2,
3 and ., which the Consultant .hall prepare and provIde to the
City under Phase I and .Phase II of this Ilqreement ~ However,.
under Phase II of this Scope o~ Services, upon compl~tlon of
ground Murvey, aerial photography, analytical aerotriangulation
. and orthographic photography and before commencing _ap an~ data
~mpllation of Area 4 of the city, Consultant shall not proceeG
with the reaaining mapping tasks under this Exhibit A for Area
4 without written notice from the City. The notice tQ proceed
with the remainlnq tasks for Are. « will verify that the .ethods
and procedures useti by the Ce-nsultant in Phase I of the
Aqreement conforJIII with the city'. specifications and Pha&e 1
products are acceptable to the City.. 'l'he City reserves the
right to t.erminate this AqreeDent if thea. Phase I products
cannot be produced in I!!I torm acceptable to the city. The
requirements for the Base M8p vill allo apply to Area 5, i.e.
the remainder ot the City under future: phases ot the. agreement.
1.3
1.3.1.
BASE HAP CONTENTS
The Base Map shall contain the following sets of
features, located fros the aerial survey
photographs and qround survey:
1.3.2
Geoqraphic Re.ference Points: survey aonwaents, qridi ticks
Topographic Features: spot elevations r slope provir.ces
Road Systeta: curb lines (or edge of pavement) r si12evalks,
center lines, bridqes
.Miscellaneous Pianimetric Feat;Jres: root 1ines , rail road
tracks, signs, parks, fences
storm Water Collection system: channels, ditches r creeks,
manholes, catch basins
sanitary Sewer System.: manholes" vaults, valves,
bydrants r pump stations
Gas Oistribution Syste.: valves, meters, receivinq
stations
Electrical Oistribution System! aanholes,
~ransformers, vaults, street li~hta, towers
poles,
Additional 1nfo ...... Uon. supplied by the city on
city Block Maps or field aurv~y sark-ups of cheek
plots, IShall be included in the Base Map,
".
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including'
GraphIc. Pr04~ctlon F.atures: title block8, .0&1 •• _ 1090,
notell, etc ..
Road syst .. : .t .... t names, stripIng code, curb type
annotation
Miscellaneous Plenia.tric Featur.s, City boundary lInes,
lot/parcel boundaries, parcel annotation, HlJe!I:Ients, ete.
Sta.... "atar ColI ectl on syst .. : underground pipe,
snnotation
SanItary Sever sy.t .. ,: underground pipe, annotation,
required taat"re. not .. an on ... rial photographs (clean
outs, .ervic. connections)
Water Distribution SYBt ... : under9round pipe,
required feature. not seen on aerial
(hydrant., valves)
annotation,
photographs
Gas Distribution Syst .... , underground pipe, annotation,
required teature. not •• en on aerial photograph. (valve.,
service connact1on.)
IUsctricsl Dbtribution Sy .. t .... , underground ducts and
duct banks, Cable, annotat.ion, required te.e.tur.a not ..-.rt
on aerial photographs (han<lholes, pullbo" .... pad lOOWlted
transtoraers, tran.foraera, service connections)
o.talla of tha_ feature set" appear in further sections of this
.cope of project.
Spot elevations shan be provided at aU street
and alley. and at the alc!point ot each block,
areas, a 300 ft. grid shall be provided.
intersections
In open land
Features smaller than 2 teet. and parallel lines lesa than 2
feet apart. shall be aj'Jlbolize.s.
~.4 •
The location of exlatln<J gr0un6 control aonument. have beer.
provided to the ConlJultant by the city. Additional monWlenta
llhall be n.c .... ry to edequately perform qround control.
lIorll ..... nt lnataU6tion ahall cont".,. with City of Palo Alto
Standard drawing f 14078 or •• approved by City in uni~roved
area ••
1.4.1 PllEllAlUCING OF AREAS I, 2, 3 and 4
,
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1.4.1.1 Control Point.
All nece •• ary control
Consultant.
1.4.1.3 ~jlitl ••
'. -.,-;-
points shall be pre:arked by the
Th. utilities .hall be premarked with water ooluble
paint, using an identification scheme tha;t shall make
the type of utility seen in the photography,
idantlriabl. by the .tereo plotter
1.4.1.) PAID Alto City furnished service
The City ahall furnish reasonable identIfication
support to the Consultant staff in the utility
panallnq e!tort.
1. 5. AERIAL PIIOTOGRAPIIY
Tbe Consultant ahall prepare an ae~i~i photoqraphy flight plan
coverlnq Ar9as 1, 2, an4 3 in Phase r and Area , in Phase II.
Subsequent aerial photography and .... Winq of the enUre City
ahall incorporate the work to be performed in Phase I and Phase
1.1 under this aqrea.ent. Consultant's products for each Phaa.
shall include:
PrInts of the atereo photographic p~irs, Dade available to
the City, ~pon request, as contact prints.
A photo-aosalc index aap shall be produced at 1--1500'
seale, on 42-by 60· 3-.11 mylar.
Ortboqraphically rectified pbotoqrapbic projections. The
OrthophotOLl shall be produced. at a 1-.. .lOa' scale ..
correapondinq to the City-specified qrid. They shall be
overlaid with street name annotation, and qeoqraphic
referencing grid ticks.
1. 6 ANALYTICAL AEROTRIANCUIATIOIl
Photogramaetric analytical aerotrianguletion techniques to
develop x, y .. and. z .. coordinates for the control points for the
aerial photographs and prod"ct deliverobles are outlined in
Section 4.
1. 7. IIAP COMPILATION
The caapilation of the Base Map, both graphic and digital, shall
be performed on photoqraa.etric stereo diqitization equip.ant.
The City's ultimate .applnq objective is to produce an
integrated digital •• p file of the entire City, of Which Ar ....
1, 2" and 3 in Pha.. I and Area " in Phase II WId.r this
agreeaent are a part. u an -integrated-map file, any
C01lI.bination of features sball be displayable on a .ap of any
",'
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user-.~1fied ar .... .at any re •• enable scale ..
9raphic product. required tor Ar ... 1, 2, and 3
Area 4 in Ph ••• II inclu4a:
SpeCific IIUlp
in Phase I and
1--40 I acal. wBlock lCe.p.,. covering the Project Area.
d .. Haited on the city-vi4e Blocl< I!ap Inde" (included).
Nape ahall be plotted on 22" by 34" l-mll aylar.
cont.n~ shall inclUde all aapped teaturee, both visible
fro. aerial phot"'l'roplly and diqitlzed from other sources
Ce.g. City Block X4pa, ~ ••• Bors Map., electrical netvork
syatem .aps, etc.). one ~itlon of the mapa shall .erve .sa
~ .Ill.atI: a lecond, corrected map let .hall be issued
aubaequentl y •
Under Pha •• I appro:x1aat.ly .'7 aap sheets cover Area 1, 24
cover Are. 2, and 53 cover Area 3.. Onder Phaae II
approxiaately 138 map sheet. cover Area 4. The entire City
i. covered by approxiaately 660 Block Map sheets.
1--100' scale -Grid Maps,,-covering-the Project AreBII
deliaited on the City-vida qrid index.
Each •• p aheet butt aatched to adjacent maps.
Mapa .hall be plotted on 22" by 34" 3-mil .ylar.
Content" _ball include edqe of roadway (curb edqe or edqe
of pav ... nt), 5treet n ... annotation, parcel boUndarie.,
buildinq root lin •• , and visible teature "yabcls, such as
aanhole8, byclranta., and pol... A complete list tollows as
Tables 1 , 2.
1--~OO' .cal. City-wide .. p, plotted on 3-.11 mylar of an
Approyed .i,a. content. include the City boundary, edge of
roadway., railroad traclta, .treet names, and qeoqraphic
reterence grid.
The qrophic mapa shall be plotted in vet ink or, alternatively,
on electrostatic plotter, with a minimum of 300 dots per inch
re.aolution.. )lap sheet bord.r.~ title block, .cale, north arrow,
and no .. nclature .ahall tollow the .peclficatlona and eXUlple of
exiatinq City sap". Leroy-style letterlr.9 and numberinq "hall
be \18e(\.
The diqital sap'Cs) .U&t be aonipulated and delivered as a
.ingle, integrated database, ~.ring the entire mapped area ..
hpped ,.r.... corre.poncH'!'J to adjacent •• p sheet. .ust be
diaplayed aillUltaneoualy IOthOUt • separaUnq a'J> sheet bow>dary
line, and with no difS9Dtinuity in lines, ayabols, or
annotations, that croaa a1JCh boundarie.. The qrapbic
co.ponent., syabol., and anno-tations of aap featur4!! •• ta .ust be
H;>arately aanipulatable (a. -objects-, or In collection. of
objects referred to 49 drawinqa.) Diqltal tiles shall ba aade
\
availabl. to the City in a toraat allowing direct tran.ter of
data to the City'. McDonnell Dou9lal GIS Syetem witboat any loss
or cbange in the data.
1 • 8 SCl!EOOL2
The project schedule ab.ll be al tallows,
Days)
(Cale"dar
tm§1 I
Koti.,. to Proceed ("NTP")
&~rv.Y deliverable. due
utility Marlting
AerIal pbot09rapby completed
Analytic phot09rammetry completed
Impervioue Area calc. completed
Greer Park mapping completed
PIlot Project C?mpleted
Pbase I COII.pleted
Pf!ASE II
WORK ITllII
Kotice to Proceed (NTP)
Survey dellverablea due
utility aarkinq
Aerial pbotQ9raphy completed
Analytic .erotriaft9Ulation completed
Sample block aap completed
Orthopbotos completed
Map compilation completed
Quality control completed
Map graphIc products completed
Phas. II completed
SEC'fIOll II
SCHEOOLE
February 7. 1989
NTI'+ )0 days
NTP + 30 days
NTP+ 45 days
NTP+ 60 days
liPI' + lS0 days
(NOVember 13. 1989)
NTP+ 285 days
NTP+ 300 days
NTP + 270 days
SCHEDULE
Karcb 1991
NTP + )0 deys
NTP + )0 days
NT!' + 45 daya
NTP + 60 days
NTP + 75 days
JITP + 90 ,bya
NTP + 17 5 days
NTP + 200 days
JITP + 225 days
NTP + 250 ,,",,ys
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2.1. GROOHD CONTROL SPI!CIFICATIONS
2. 1.1. GZMERU. DESCRIPTION
'1'11 ••• ground control "pecificatioJUI are for the purpose of
a<S<!i"'l the control polr>te n • .,. .. ary for the Consultant to
prO<f\.\ce the City'. Ba ... Kap at the required degree ot positional
IIccuracy, fro. aerIal photography. In addition to bel"'l u.ed to
provide control tor photoqrawDetric analytical aerotrianqulation
and at.r .... diqitiz1ng. the pointe _hall become part <.'t the
city'. ~r'JIaJ1ent control aonwaentation netwDrk.. AI auch#
control point location. aurveyed for thia contract "ball be
adequately recorded:r with peX1l.ll.nent, phyaical monuments
!.planted •• dellCribed below, for .elected points and a Record
of Survey Kap. Where neoe •• ary.. control 'DOnWlenta .ahall be
adequately tarqeted for aerial photography. The Consultant ... y
!natall recoverable control point tal'geu prier to aerial
photoqraphy, but not perfor. the qroUnd control of these pointe
until atter •• rial photography. l'eraanent IlOnWllent isplantaUon
... y occur art ... a.rial photography.
The city baa furnished a .. p indlcati"'l the .. pproxilllate nUlllber
and location of existlnq control point. that exist within the
area to be _wed. '1'118 COnsultant .ball indicate existi"'l and
"uppl-.entary _nwoents to be tarqeted and utilized as a part of
the photo control.
2.2. DATU!!
All hori&ontal surveya perforae4 under th ... specificationa shall
be baaed on the california state Plane Coordinate system Zone 3.
HAD 1983. expre •• ed in feet uolnq the International Survey Foot
standard (0.3048 .ateraJ.
All vertical surveys performed under th ••• ~cificatlon8 shall be
b •• ed on the Hational Geodetic vertical Datu. of 1929.
2.3. IIOlrolD!IITATIOH
survey control pointe, in addition to those currently existing.
ahall be naoescary to provide an ad.~at. and convenient basis to
aateblleh photo control. In the avent that targeting and aerial
photoqraphy are perforIMd prior to placinq the lIonUllenta, care
aball be exercised by the Conaultant to locate the .onUllents in
strict COIIpllance with the recovery diagr ..... prepared durinq aurvey
and tarqetinq.
Peraanent survey aonUlMnta .ball be .et at certain sy,rvey control
\ --... '
I
Q
point. indicated by the city. Such .on~nt •• hall consilt of a
tire.' diak •• t In concrete .and stamped 'With appropriate number and
de.cription in accordance with City Standard Specifications.
FoOr each new aonUJMl1t, the Consultant shall exercise care to place
aonUJIant.1I in locat.ions which at lord = a good line at sight to
adjacent 1ROI1\D1enta where possible. ea.e of access tor survflY
operation.; and protection aqalnst d.i.turbance. All BOnUJl!;e:nts
.hall be able to be located. with .a -.etal detector. For each new
ao~UIlent, the COMultant shall prepare an accurate Monument Record
Sheet.
2.4. HORIZONTAL MOlfllllENT S!1RVE'lS
The consultant ahall "develop four geodetic horizontal positions tor
required priaary eontrollllonwaents to a .inimum positional accuracy
of 1:20,000 (Second. order" class II). Horizontal surveys tor photo
control points ahall yi.ld survey closures ot 1:20,000 or better.
The consultant ehall develop t"enty-five (2S) borizontal lOonUlllt!nt
surveys using conventiona.l •• thods or 98OpOsitioning satellite
(GPS) technology. The .ode18 ot GPS equipment, if used, shall be
similar to those that bave been tested by the ... "ufacturer and
certified by the Pederal Geodetic Control Committee (PGCCJ for
positional IIccuracies relative to the NGS network of horizontal
control. The Consultant shall test the equipment in the fhld lly
runniftC) it &9alnst a known existinq baseline within Santa Clara
County. The conaultant shall furnish II report <:ertlfyinq that FGCC
ee.rt.ification has been obtained. on aailar equipment and a report
of rasults ror the Field Run &qainst the known baseline. ,f<
Where possible,,..any of the required .onuments do not have a clear
line of sight tci'at least one other of the .onUllents (or to another
IDOnWIIeJ\t vbose pod tional accuracy is known to be 1: 20,000 or
better), the Consultant &ball establish and record at lellst one
azimuth mark on a 501id reference object to facilitate future use
of the aonuaent In survey work.
2.5. VERTICAL MOIIU!IElIT SURVEYS
The consultant lIball develop elevations based on the NGVD 1929
Datum (mean sea level) for each of the reqUired vertical control
wonuments. s8id elevations shall be equiva1ent to Second Order
accuracy or better (i.e., equivalent to the error ot closure, in
feet, for any lev.el circuit shall not exceed 0.035 times the square
root of the total length of the level circuit expressed in alles
except for those elevatIons derived by GPS methods which ere not to
exceed .2 tlwes the square root of the total length of the level
circuit expressed In .11 ••• )
March 11, 1991
TO:
StlBJECT:
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City of Palo A~to
MEMORANDUM
City Council
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COMPUTER-AIDED MAPPING, CIP 18822" AMENDMENT NO .. ,J
TO AGREEMENT C-~082 WITH AELYTEK 6 INC., CMR:~54:91
It bas been brouqht to staff's attention that page 9 of exhibit A"
section 2.4.. Horizontal Honume.!'lt Surveys, of the above noted
Amendaent No. 3 should be clarified to include the word -it-as
follo~s; -Where possible, if any of the required mon~ents .••. •
staff bas spoken with the Aolytek's Vice President and a lette.r of
clarification has been Bent to Aelytek explaining' the minor charlge.
In accordanc.e with the provisions of the agreement no further
action is required.
DAVID G. ADAMS
Director of Public works
Attachment: Page 9 of EXhibit A, Amen~.ent No. 3
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point. IndIeated by the city. Such aonuaent. &hall consist of a
bra_a cUa'k set in concrete and at_pad 'With appropriate number and
description In .coordance with City standard Specifications.
For each new aonuaent, the Consultant ahall exerei.e eare to place
l101'\U1Mnta 1n locat.icns which afford: a good line of sight to
ad.jacent .onu.enta 'Where po_sible; eaae of acc.ss for survey
-operat.ions.: and prc.tection against d,1at\lrbance. All !IIonuments
shall be able to be located with a aetal detect-cr. For each new
ao~1Dent, the Conaultant. shall prepare. an accurate M.onument Re.cord
She.t.
2 • 4 • HORIZONTAL 1I0NUKENT SURV£YS
'l'he. Consultant shall develop fou"'[' .gead"etic horizontal pos.itions for
required primary control JIIonuaents to a ainilPDl position",l accuracy
of 1;'20,000 (Second Order, Claaa 11). Horizontal surveys for photo
control point. sball yield survey cloGurea of 1:20,000 or better.
The Consultant &hall develop twenty-five (25) horizontal monument
s.urveys using .conventional Mthod. or 9eopoaitlonlng satellit.e
(GPS) technoloqy. 1'h .. model. ot G?S equipment, if used, shall be
.taila.r to those that have been teste4 by the Hnuf'acturer and
certified by the Federal Goodetic Control Coaittee (FGCC) tor
posit.ional accuraeies relative. to the MGS network of borizontal
control. The con8ultor.t shall t •• t the equipaent in the field by
~nning it againat a known existing baaeline within Santa Clara
county. The Consultant shall turn tall a report certifying that FGCC
certification haa heen obtained on ai_ilar equipaent and • report
of results tor the Field Run aqalnst the known baBeline.
1fbere possible, any of the required ItOnu.ent. do not have a clear
line of sight to at least one other of the sonuaenta (or to another
Ilonument whose positional accuracy is .known to be 1:20,000 or
better). the Consultant "hall estahliah and record at least one
azi.uth aark on a &elid re!er~n~~ object to facilitate future use
of the monument in survey work.
Z. S. VPTlCAL JIOWJ!lENT SURVEYS
The Consultant shall develop elevation. baaed on the NGVD 1929
Dat_ (.e8n sea levd) for each of the required vertical control
IIOnUMnt.... Said elevation. shall be equivalent to Second Order
accuracy or better (i.e., equivalent to the error of closure, in
teet, tor any level circuit aball not exceed 0.035 times the square
root of th. ~otal length of the level circuit expressed in ~ilas
except tor thos.e elevatIons derived by GPS _tbods which are not to
exceed ., tu.c." 'the square root of the total length of the level
circuit expressed in al1e8.)
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2 • 6. IIOIIIlJeNT RECORD SHE!!TS
Por each aonwant included in tha .urvey York under thes_
.pacitication., the COnaultant _hall pr.pare a a.cord of Control
SUrvey station SlIeet. All a aina ... , each record of control Survey
Station SII .. t Mall contain: owner'. n .... ' aon ..... nt identification
nu.aberl vertical datum: horizontal datua; elevation; north and: east
coordinates, accuracy designatioM a le><:ation .ltetch includinq
location Information, reference objects, accurate reoov~ry
diatancu (to at leost three .... ll-defined raf.rence points) and
adlllut" earlt intoraatiDll; and th. contractor'. afUdavit, includinq
_. California reqiatratlon n_r (Prof ... ional Eng"ineer or Land
surveyor). date ot aurvey,. IIlc;nature and. .eal ..
2 • 7 • COllTROL REPORT
The con.ulta.nt ahall prepare a Control Report 'Which containe, as a
.1niawl: narrative describill9 procedures eaployed and results
achieved: a control diaqram &howing approxbate locaticms and
identification n~r8 for all monument.; v.rtical eurvey diagram
sboVlng level circuit rou.tes their identification .nu.bers; a
liatir:tJ of all aonuments with their coordinate. and elevations;
copi .. of all .urvey computation .. ; Control IIon .... nt Record Sh .. t.:
and the Contractor's affidavit, inelUd.irl9 na.., california
r"9istratlon nwober (Prof.Baional Engineer or Land surveyor), d&te
ot 8urvey, .1qnature and seal.
2 • 8 • GROUND COIITROL TARGETING , VTILI'I'Y MARJaNG
Prior to exposing the aerial photoqraphy. the COnsultant shall
place targete throuqhout the project area em all non-photo
identifiable ground control monuaente. The •• aonuaenta shall be
,,_ri.ed of exbtlnq NGS lIOnumenh and new ""rvay centrol points.
Tarqatll19 of Bpeclfic feature. visible on the surface of the public
right-ot-way inclQding streets, .idewalka, alleys,. parkinq lots,
and other city Dlmed property and identiUed below shall be
perfor.ed with the intent that each targeted it .. ehall b. photo
identifiable and therefore able to be stereo digitized. These
surface feature •• hall be ... rlted using vater-.olubl. paint.
-Utility Feature. to be Karlted -
1) stor. Water Collection syote.
-_ole.
-catch basin.
2) WaBte Water COllection Systea
-llanholes
-hrvice connections
-Clean-outs
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3) Water Di.tribution Sy.t ••
-Kanholes
-Valve.
-service connections/meters
-Hydrant.
-Underground vault.
4) Cas Distribution Sy.te ..
-valve.
-S~rviee connectlons/.eters
-Vaults
S) Electrical Distribution syatea
-Vaults
-Handhol.a/pullbox •• (incluc! •• ~o .... traffic)
-Service connections/ •• tera
-llanhales
2. 9 • FIELD C!lJ!CX SVRVEY
The City shall perform lIuch field surveys as are necessary to
locate anc! identify curb anc! edq. of p.,·ement linea not visible on
the .. erial photograph... ..bich are ambiquous. anc! not pcsltively
identifiable. Featur .. to be field checked are defined in Table I.
SUch ! .... tur .. shall be checked and annotated on check plots of the
-Block Map.-.
1n addition t field .urveys ahall be used tor quall~y control on a
.tatiatical aample of mapped features.
2.10. OWHElISHIP Of TIll! WORK RESULTS
All work produced under these specifications _11 bec.,.. the
property of the City.
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SECTION III
AERIAL PHOTOGRAPIIY SPECII'ICATIO!IS
3.1 GBNERAL DESCRIPI'ION
TIle Aerial I'botoqraphy Specifications are tor tile purpoaa of
acquiring hiqh quality vertical Illack and white photoqraphs
covering Areas 1, 2 and 3 of the City 1n Phase I and Area .. of the
City in I'baae II ot th!. .'ir ...... nt. The photography sball be
8uitalll. for .erlal triangulation and .tereo pbotogramaetric
cOIIpilatlon, at the 8cale specified herein, 1n support of tile
city'. be •• asppinq sy.to ••
3.1. 1 FLIGHT LIliES AND AElUAL PHOTO COVERAGE
Fllqht lines shall be flown at a apacinq appropriate to insure the
II08t effective coverage ot the areas for constructing at.reo
lIcdeh. Aerial photoqrapha .hall cover the area portrayed 1n ona
or .are refere""" qrid cella as closaly .. poasillle. rliqht
direction an<!. fliqht line apacing cOll!iquraUons, and the photo
coverage that results from such configuration, ahall be s~itted
by tile Consultant on a diaqr ... drawn ovalO the City-wide asp
inclU<:inq the .. p .heet qrid.
J .1. 2 FLIGHT HEIGHT AIID PHOTO SCALE
Fliqht beiqbt aball be a~.quat. for the area photo coveraqe and map
featut"e resolution requirements to produce "'1>. of the specified
accuracy and feature resoliltion. The COftllultant shall describe the
fliqht hei9ht and photo scale to be used, and ohall demonstrate its
adequacy for the required mapping accuracy.
Departure froD. COJUIultant's specified tUqht he19hts shall not
exceed two percent low or .even percent high for .any of the
photoqraphy.
3.1.2.1 For Di9ital Kapplnq
The consultant shall .e~ ... ven parallel line. of Color
aappinq photoqraphy with a r.o.lnal 60' forward qain at 1800' ASL
tor a pbot~ zeal. of 1-.300'. These lin •• 5hall be flown in a
SE to NW direction.
The contact prints.. the 'Contact fila positives tor 419ital
aapping and other photo reproduction that aay be ordered fro.
tiae to ti .. by the City .hall be produced Ill' the Consultant in
the pr •• cribed aanner and In accordance with prot.ssional
practices within the industry.
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'.1.2.2. For ortbophotos
The Consultant .h511 •• cure tour parallel lines and three other
linea of Black and White aappinq photography with a no.inAl 604
forward qaln at a photo scale ot 1--555'. Thase lines ahall be
flowe in a S to N direction.
The contact print., and ortbophoto enlargements shall be
,prod:uced by the Consultant in the pr •• cribed manner and in
accordance with profeaaional practices within the industry.
Prior to inieiating flight missions, the Consultant ahall submit
its sheet layout and flight plan along with the caaera
calibration certifiC4t ••
3.2. PHOTO CONTROL
Horizontal coordinates shall be California (Lambert) Coor,Hnate
Systea, Zone 3, HAD 1'83~ and Vertical HGVD 1929 Mean Sea Level.
rbe Consultant shall, wh.ere po •• lble, pc;:.ltion photo control points
on pboto identifiable objects, (i. e., centerline intersections ..
existing centerline aonuaents, etc.).
J. 3. AIRCllAFT AND FLIGHT C'JU:W
Tbe aircraft shall be equipped with all essential @lectronic and
n~vi9ation equipment required for aerial photography missions and
for operating within tbe air traffic control area of San Francisco.
The aerial camera .hall be vertically 1tOUi.1tadi with the fuselage of
the aircraft and no 91a ... or other .at.rial ahall be placed betveen
the aerial camera lens and its field of view while exposing the
aerial photography.
Eacb zenbe~ of the aerial photography fliqht crew shall be fully
qualified to operate within the air traffic control area~ The
aircraft shall be operat .. d in fuU coapliar.ce with all FAA and
other regulations and ordinances.
J ••• AERIAL CAMERA(S)
All of the photography obtained under thi. aqreeBlent ahall be
axpo¥ed usinq precision aerial camerafs} specifically manufactured
for photogra ... tric mapping .is5i~.
The caaera shall be calibrated and tested to produce results Which
quaHfy the aerial camera cal to be u .. <1 in producing aerial
photography which b acceptable to the 11. S. Geological Survey for
analytical aerial triangu18tion and photogr .... tric .apping
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purpo.... Prior to expoo1nq any photoqraphy. the Consultant ahall
furnish tha City a ca .. ra calibration certificateCa) trom the U.S.
Geoloqical survey tor the cameraCa} to I>c> u.oed in obtaininq the
.. rial phot09raphy. accompanied by a ailJlled .tat ... nt that the
" ... raCe) ia/ar. in full complianc. with thea •• pecification •.
J • 5. CONDI'I'IONS DURING PIIO'I'OGRAPIIV
'!'he photoqraphy sball be accomplished durinq the period when
d.ei~Q0U8 tree. are barren, it pc •• ible, within the time frame of
project as SpeC1fiM in Section 1.8 of this Scope of Project.
Photoqraphy shall be undertaken only when the .Ues are cl_r and
vall-<!etined ballea can be obtained. Pbotoqrapby shall not be
att_pted wben the qround 1. ~cured by 1IitOCJ. haze, _oke, or
dust, or w.n cloud. or oloud shadows. appear on .ore than five
percent of the area of anyone photoqreph or when cun &"918& are
less than 30· above the horizon.
J. 6. FLIGHT CONDI'I'IONS
3.tI.1. CRAll
crab Cdeparture of the &irenft ax!. froa the flillht path
_ .. i"'1 at the tim. of exposure} In excess at 3' for any
photograph aball be cause for rejection ot nellaUvBs in which
such crab occurs. The City re .. rve. the rigbt to verify that
these atandard8 ar • .at, throU9h lnd.~ent .. ans.
3.tI.2. 'I'IL'I'
.. ~.tlve. ahall be expo_ed with the caJNra in 3. vertical
position. 'I'ilt {departure ot the a.rial c .. era axis froll
vertical at the time of exposure} of any two successive
n89atlves exceeding 5' shall be cause tor rejection. 'I'ilt shall
not average aora than 1· tor the project... The City reserves the
riqht to verify that these standards are aet, through
independent ..an •.
3.6.3. EJlI)UJ'
Endlaps in the lin .. of flight shall ,"verBile 60 percent +/-2
percent. Any two successive photos 'Which conta!n endlap of les5
than 55 percent or aore than 65 percent sball be rejected by the
City.
3.6.4. SIDELAP
Sidalap between adjacent tlillht lines shall average )0 percent.
Any adjacent neqaUves having aidelap of le .. than 20 percent or
.ore than 40 percent aball be r.ject.~ by the City.
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3.6.5. BOUNDARIES OVERLAP
Eacb flight. 11ne .ball be photogr .. pb.d .0 that the principal
pointe of the first. twe and last two negative. "ball fall
outaide the boundaries of the mapping area. Where the
,boundari •• of the aapping areas are parall.l with the flight
lin •• , a .iniau. of 25 percent ot each photo in each perimeter
~light line 8ball be outside ot the aapping boundaries.
:I. 6. 6. RE1'LI GIlTS
Aerial photography failing to fully .... t. the r.qulre .... nts of
tbia scope of worl< (in the ."le judgement of the City) lO1>al,l be
reflown by the Consultant at no additional coot to the City.
Ref11ght. for aerial photography sball be c:ent.ered over the
criqinal fllqht strip as planned and shall consIst of no le8s
than eiqht exposures in lengt.h and over-lapping tbe accepted
photography by at least two stereo lIIodels at each enc!~ Reflight
tilm shall be marked with the same flight line number as that
which it replaces and exposures numbered, followed by the letter
-A-for the. first retliqht, -8-II' ·C· , etc. II' for succeeding
flight.s.
3.6.7. AEll.IAL FILM
The aerial film shall be fresh, baving a fine grain emulsion on
a diwen&ionally stable polyester bas., suitable for precision
aerial triangulat.ion and pbotogrammetrlc mapping. Splicing ot
fil. vithin flight lines shall not be allowed. All aerial
negatives tor each tliqht line shall be exposed from the saae.
aer1al caaara"
3.6.8. PROCESSING AND CRYING OF EXPOSED PHOTOGRAPHIC FILM
The til. processing, included developinq, fixinq, washing and
drying, o~ all exposed photoqraphlc fila ahall result in
negatives free from chemical and other staina, contain noraal
and uniform density, .!1nd be ot fine-qrain quality. Before,
durill9, and after processill9, the til. '-ball not be rolled
tlqhtly on druas or in any way be stretched, distorted,
scratched, or marked, ~nd ahall be free trOll finqer .arks, dirt ..
or blemishes ot any kir.ad. Developing .treaks at the ends of the
fila rolla shall be .inimized by attaching a 10-foot. l.ader to
both ends of each roll of film before processing.
3.6.9. QUALITY OF PHOTOGRAPHIC NEGATIVES
The photographic neqllt!ves ahall be taken so .a to prevent
atre.a)cs.. statio marks, shadows" tear... scratches, or other
bl •• iob ... which would interfere with their int.ended purpose.
The effect. of the presence ot water bodies, deep sbadows, solar
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reflectiona, and light .and areas shall be ainiDal.
3.6.9.1. UNEXPOSED FILM
Whenever any part ot an unexpooed roll of fU. " .... in.
overnigbt In the caaera, before such til. 1. used on a
aub •• quent day, a alni.ua •• ction equal to three or lIore
exposure. .hall be rolled forward immediately preceding the
beqinning of expooing additional photography.
3.6.10. LABELING OF NEGATIVES
Each n89"t.ive shall be clearly labeled "long its northern
edqe, beqinning left to right. The date, project designation
·palo Alto 19XX· (current year), neqative Beale, calibrated
1"",, tocal length, flight line number and exposure nWlll>er
.hell appear on the firet and last exposure of .... ch lin.. . The
date and appropriate COl'1Mcutive line and exposure. nUJlber
ahall appear on all exposure. with no duplication of number ••
3.6.11. PlIOTOGI<APIIIC PRODUCTS
3.6.11.1. Contact Print.
All contact prints (9· x g") shall be exposed using an
electronic dodqing printer which ailtoaatlcally compensates tor
contrast diff.rences~ Tbe contact prints shall be printe~ on
fresh resin coated (Re) photographic paper. All prints ahall
be clear and free from. cheaical., stains. and bl_isbes,
uneven spots, 11qht toq or streaks I cr ...... , sera tchea and any
other detect. ~lch ~ould Intertera with their intended use.
The contact prInts shall be tri_ with a urgln of
approxiutaly 1/8 inch around the l>h<>tographic hlage.
3.6.11.2. Photo Spotindsx
The consultant shall prepare II flight spot photo Index on USGS
1·~2000' Quads which shall ahow exposure positions and flight
numbers.
The IlO41e of the photo1nde.x sheet. ahall be at a scale and
sbe as approved by the City. The iOO"" shall i:>elucle title
Inroraatlon i~entifying: the project area, the project na.e,
client'. naJUI, the photo .cale, index scale, Bcala bar, focal
length ot the eeria1 camera, flight height, date of
photography, and north arrow. The photoindex sheets .hall be
acreened, reproducible black and white halftone on matte 3-1Il11
.ylar.
3.6.11.3. Orthophoto Enlarge.ent.
The Consultant shall provide orthographically rectified
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phot()CJraphic projections to the City. The orthcphotoa shall be
produeed at a 1-• 100' .c.l.~ corresponding to the City-wide
state Plane coordinate qr1d. Th.y .hall have street name:
annotation, and geographlc referencing grid tie~s.
3.6.1:1. OIilfllRSHIP AND STORAGE OF I!ATnUts
All photographic n89ativaa and all other products produced under
th ••• specifications Shall ~OIII. the property ot the City. Said
products ehall either be dalivered to the City, or stored by the
Con.ul hnt on behalf of th .. City. unt 11 orc!are4 for deli very by
the City. In the C<lse where •• r 1&1 til. is to be stored by the
Consultant, the til. Shall be sealed in its or19inal container
and .tored in II secure area at the t .. peratQre and. humidity
r4lCOlllR8nded by ~,.h.. t 1110 lIaJ1ufacturer.
3. 6.13. URlAL PHOTOGRAPlI't SCHEOOLE
All photography for the project ahall ba expoaed in .ccordance
with the tiJo .. schedule specified in s .. c. 1.8 of this Scope of
Project. It is iloportant that all aerial photC9raphy under
these s!>6citlcationa be obtained during cpU.WI flight and
ground conditione.
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SECTION IV
•• 1. PIIO'1'OGIUlKlmTJUC ANALYTICAL AEROTlUAlIr.uU,TION
_The ConsUltant ahall employ full analytical aeri.l tri.nqulation
t.ehnlqu •• to develop x, y, end. I cextrdinat .. for control points
of each aerial photograph to bs u.e~ 1n pr~ucinq the Base Map.
such techniqu •• , following lHWA guidelin •• , include the
;following'
a. Production of a complete •• t of ,. l[ 9-diapo81tive.s,
pr~uced ~irectly trOll the originlll aerial neg.tives.
Diapositives shell be pr~uced on fresh aeven mil .table
base fil. epecifically aanufactured for photogr ..... tric
fila ~i.positive use. Fila diapodUv... Bhall be high
image resolution and contain no flaws or til. detormations
which ",oul~ int.rfe .... lfith their use in pr~ucing pr~"cts
in fUll compliance with these specIfic.tions.
b. one aet of black and white contact prints on whicb
pbotoqr .... tric photo control .~el pe •• points .nd fli~ht
line tie points shall be selected.
c. All aarial triangulatIon point aarking and •• asurinq
.. qulpaent shall be t.sted and calil>reted prior to beg'inninq
aerial trianqulation work.
d. The location t't .ach ~el control point and flight Hne
tie point shall be precisely aarked (PU99ed) on each
diap081tive. Should the COnsultant eaploy • aonocaaparator
for diapoaltive measuring, a .iniaua of nine Bodel control
points shall be .arked on each pboto. The preci.e
locations of all pboto identifiable ground control points
shall also be marked (PU99ed) on the diapositives.
e. Tbe precise locations of all marked .odel control points,
all flight line tie point., camera tiducial Barks, and all
tarqeted ground control points appearing on eacb
diapositlve allall be _.aured. Xeasu.rem.ents shall be
alltoaatically digitally recorded. The _Buring instrument
:aa.y be either II .onocoaparator, calibrated to an accuracy
of +/-one Bicrometer, or a calibrated analytical stereo
photogrammetric instruaent.
f. lfea8ur_nts .hall then b$ subjected, together vltb the
qround coordinate. for (Jround control .onuaents and points,
to • fully analytical, .1aultaneouo (bundle) adjustmant.
The printout results of the adjustment Bhall Bhoy residuals
for aeeh point aeasured and the RMS error tor each block
adj"etaent. The printout shall alao .how the aloclooure
(error) for each ground control .anuaent and point. Any
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COllputod error in _xo... of thoa. requ.! red to produce
d1qital land ba •• product. 'Which .hall tully co_ply with
the.e .pacificationa .hall be Qorrected and the adjustment
r&done until Batisractory adjustment result. are aChieved .
. 9. ~ a quality control measure, the COnsultant shall
initIally withhold ten percent o~ the qround control
coorainat.. for the horizontal and vertical photo control
point. tro. the i~itial adjustment.. The Consultant .h~ll
.venly distribute the withheld quality control che:k points
throuqhout the project area.. The computed x, y, z.
coordinate valu •• for these qualIty contrel check points
aball then be compared to th&ir respective qround control
X, y, I coordinates.
Should the COJIparioon of g-round to COBpUted positions
di !ter by amounts sufficiently largoe enoug-h to indicate
lesa than needed accuracies to produce digital mapplJ\9
products which comply vith these specifications, the
COnsultant .hall .axe correc~ion. as needed to rectify the
inaccuracies. Once _atiatactcry result. are achieVed in
regard to the quality control ctleck points, the adjus'bNnts
shall be re-run with the check point included, to produce
the final block adjustments.
4.2. STORAGE OF TRIANGULATIOII DATA
The results ot the aerial triangulation adjustment (all point
numbers and their corresponding x, y, z coordinate values) sball
be .tored in the computer system tor use ae the subsequent
dig-itizing-control.
4. J. AERO TRIANGULATION REPORT
The censultant shall complete an Aerotrlangulation Report
documenting the procedure-a, setups, and adjuBtJaents taken to
produce the required stereo lIodels.. Thi. Report ahall be
provided to the City under this agreement.
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5. SECTION V
5.1. MAP COMPILATION SPECIFICATIONS
'rita Ilap COIopUaUon apeciflc::at.1o... are tor the purpose ot
producing a 1an4 ba.. tor the City troe the •• rial photography
ane! ~ cont.rol survey btoraation. The Consultant _hall
integrate aeriel photography with ground control information to
"reata lane! ba •• prl>dw::to a" spacified herein.
Th. Ba •• Ilap chall be compiled fro. intoraation vi.Ibl. on the
... rial photoqraphs, and ahall be augmentltd wIth inforaation
supplied by the City from existing Blocl< !laps, eleetric
dbtribution .ape, alld other docUJOent.. such infor.ation
include. property boundari •• and annotation.
Tha B4.a Ilap .ball be comprised ot computer fil •• capable ot
producing graphic plots of the City'. _p" at yaryinq scale. and
area covera9es, and capable of being transferred to the City's
IIcDonnell Dougla. Co.puter Aided Drafting/Ge091"aphic Infor.ation
Syst .. (CAD/GIS) .yet ...
It shall be the conaultant'. r •• ponaibility to carefully review
ell specIfications and available product.. from the aerial
phot091"apby and grour.d control vorl< an4 other products and data
to be fUrnished by the City required to create the BaH llap.
The Consultant aball Id .. "Ufy any additional inforlll4Uon and
data toraat raquiraaenta neceasary to create the Base Map.
The Consultant shall produce t. ... digital land base products
specified herein using the following techniques:
o Photogra.metric stereo DigitiZing
o Oigitizing Non-Photographed or Kon-visible
Features
o Quality control and editing of map producta and
data
5. 1 • 2. MAP ACCVRACY REQUlRE!lEllTS
The B4o .. lIap produced Under thea. specification. shall
co.ply with the following accuracie.:
5.1.2.1. Horizontal Accuracy
Horizontal accuracy of planiset.rie feature. ahall be
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auc:b that not .ore Ulan ten percent (10') of the ·well
defined" featLl.... field tested .hall be in error by
.ore than 1/40 inch, or one toot :Be1!l5ured on the
publication scale, of their correct ("absolute")
_it;ion.
·Well d.efined" .. aM tl'Iat teat\U" •• which are easily
visible frOll the aerial photOlJrapby and their exact
loe&t!on i. easily pinpointed. Por ~ple, a right
angle intersection Of a clearly defined rence on the
aerial photography would be considered .s ·well
defined-. Fence. lntersectlnq at an acute angle would
not, nor would a fence interaection wbich 1. not
readily visible on the aerial photography be
eona1dered &5 ~wel1 defined-, reqardles5 of angle of
inter.ection. -Abaolut.· poaition means the
coordinata location ot an object In relation to the
grid system upon whiel1 the object is plotted.
5.1.2.2. Vertical Accuracy
Vertical accuracy of the topographic features
(contours and spot elevationa) aball be such that not
IIOr .. than ten percent 110') of the fielel tested soliel
line contours shall be in error by more than one half
the contour interval. None of the field tested .oIld
1 ine COl1tour t s shall be in error :acre than one contour
interval.
Hot wore than t_n percent (lOt) of the field tested
spot elevations .hall be In error by more th"' __ n
one-quarter the e<;ntour interval. Mone of the spot
elevations shall be in error be aOr<! \.ban one-half the
contour interval.
A. .. y contour or spot elevation which can, by shifting
ita plotted pooiUon 1/40 inch, be brought within
correct vertical position" .ball be considered as
currect. In areas were -the gTound Is obscured and
t..'te contours are sbown as dashed 1 ines" the above
ecc~racy requir ... nta ahall not apply.
5.2. PIELD TESTING
In all cases" when horizontal or vertical accuracies of map
reatures are questioned, fIeld testing shall be performed using
the qround control monuments and points used in producing the
City P .... e Maps. Such field testing shall be perfonted by
oriqinating the survey on one ground control point and closinq
en a second with survey closure errors of third-order or bett4r ..
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5.3. PHOTOG~!c STERBO DIGITIZING
Tb. Con8ultant .hall euploy at.reo dlq1t1z1nq technlqu •• tor the
diqitizaUon ot planimetric end tapoqraph1c intonaation directly
visible froa th~ diapositive.. 'Stereo diiitilinq' .. ana that
.... Map data .ball be input directly into the coaputar qraphic
.yat_ by interface of analytical .tereo inatruments to the
COlIpIlter .y.t.... The _-.hod ot coapil1nq (dr • .,inq) aanuacrlpt8,
and then diqitizinq the aanuocrlpt .... inq diqiUzinq boards,
w~ll not be accepted.
The CO,..ultant .hall utilize ito tully analytical WILD AC-l
Analytical Mappinq Syot... The oy.tea .hall have complete
capability to direct diqitize data frOlll tha photoqraphy into
"parate levels or feature. in a -neutral toraat-that can be
trlUUllated at a later date tor input onto any major GIS
equipment. The relative and absolute orientation ot the stereo
model .uat be within the vary strict parlDaters at accuracy or
the ""tup shall be rejected by the .y.t.... After the aodel
.etup solution is acceptable to the ay.tea, the operator shall
bave the option to reaeaaure Yillrlou. point. to improve the
accuracy of the setup, i .• ~ reduce the RMS value.. After the
setup is acceptable t.o the operator, a .etup record shall be
printed. The ",odel orientation par ..... t.ra are "tared in the
systea to allow for re6ettinq the aodel in very sbort tia. if
needed.. After the .ode1 _tup and report are co.pletod, the
operator .ust use ill keyboard aenu to digitize features into the
proper level, and at the .... t.i ... direct scribe the s~l or
line onto a .cribe coat abe .. t. Should digital contours be
required. Consultant's zel ••• yate. .uat have the vidao aap
attac:hae.nt which allow& the operator to 8ee the diqital contour
BuperiBpoaed to the .tereo __ 1 a. it 1 .. beinq di9iUzed. spot
elevation.. shall be digitized at all streat and road
intersections and at approximately .1d-bloek, plus at 300'
1~tervals for large open areaa. Since the City'. -grid .aps
are at 1--100', consultant s~ll direct plot copy at 1--40' tha
visible planimetric and utility data ... ball point on aylar to
be supple~nted by the .anual digitizinq of the city-provided
-block map.-. electric di.tributlon .aps, etc. As the stereo
BOdels are completed they ahall be transferred to consult.ant's
in-house CAD .ystem for any requirod aditing and edqe .. tchinq
prior to being merqad into a 8inqlo continuous datab •••.
Th. photoqr ...... tr ic portior, of the databs... shllll be displayed
on Consultant's CAD aonitor# and the corresponding -block map-#
electrical distribution .aps. etc., ahall be registered to the
dAtabas.. The data trom theee ups. graphic and nonqraphic,
shall be aanuelly digitized into the .yat... In tba event the
parcel boundaries ShOlim on the -block .epa-do not fIt the back
of sidewalk lines frOB: the photogr..-etric date, the
photoqr..-tric databa .. shall be rubberbanded 8Uqbtly to
acbieve a beot fit. The data on th" block sap shall then be
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digitized and re.caled atter co.pletion. Regardl ••• of length
of the parc.l linea .0 di91tized, the dimenalonal annotation of
the parcel linea 811all reasin •• shown on the "block aaps·~ The
data digitized frca the "block aapo" aball be in lin •• eqment
nodal :O~. That ia , the int.reection of 3 or .ore parcel lin'!!.
r •• ulta 1n a node. The inter .. ction or cro •• ing of lin •• from
different layers, such as a water line croasing a parcel line,
do •• not result In a noda. As the next -block aap· is digitized
i.nto the .yetea, some adjusbaent MY be needed tor those
ocntinuOU8 teatures such .a gas, water, drain, etc., lines.
Atter all qraphic and non-graphlc data has been compl~ted, one
set of the plots 5hall be made at 1--40' to be used as check
plote~ Aft.er inspection, checking and correctinq, a .econd
fInal .et of plots ahall be prepared for ~.livery. After this
set bas been delivered, th, 1-.100 t qrid aApe shall be prepared
with feature. shown as requested by the City. When th1 •• et baa
been completed., the lllt.-cOO· city-vide .ap shall be plotted.
Add.itionally Consultant aball produce a ·~rid sheet-index ~t
1--2000' or. a OSGS ~~ad for handy referencing.
5.3.1. QUality control
5.3.1.1.
After stereoplotting and si.ultaneous diqitizing is
co.plete, sanuscript .ball be overlaid to the appropriate
-block lIap· and any _i8sinq utilitl.. shall be aarkecl
approxL.ately on the .anusc~ipt.
5.3.1.2.
An experienced photoqrammetrist ahlll then edit cbeck the
aanuseript with the plot using a .irror stereosoope to
deteralne if the items ware simply aissed,or otlscure<! by
treeB Qr lihadovs. He ahall also cbeelc t01" completeness and
consIstency of ether planimetric features.
5.3.1.3.
If the itID: were J:iaainq. the ltOdel ahall be reset and.
tho ••. tems added. It the items "ere not visible on the
photography. he shall make a note to that effect and attach
It to the "block lIap· all IU'l aid to later field editing.
5.3.1.4.
Durinq the manual input of the· -block aap" data, the
display photoqrammatric data base .hall be shown in
different layers. Aa the .anually dIgitized data is
entered into the system, it shall appear on the monitor in
it. own color for that layer.
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5.3.1.5.
The initial "block ... p" proof plot .hall be plotted with
different colore to d.1tterentlete t..tvoen layers and. it
wl11 be plotte4 at the .... ocale •• city'. exioting Block
J(ap.
5.3.1.6.
This proof·plot ahall be cbecked by City per.onnel as an
independent check of the accuracy and coaplatene.s of the
:aappi"9_ Also for tiny iiIlraa requiring extensive tield
completion due to tree cov.r the City ¥hall have complete
control and discretion over the priority and aanpower to be
applied to that taek.
5. 4. ITEMS '1"0 BE I!lCLUDED IK THE BASE HAP
Table 1" belOW, Intoru,tion to ba Collected by Aerial
Phqtograuetry., identifi •• it ... 'Which the Con.ulta....."t ahall
include in the Base Map, together with Table 2" below,
Inforaation to Be supplied by th' City for piqitiling.
All captured data shall be converted to the city's KcI>onnell
Douqla. CAD/GIS aystetl fOBat using the City'. st4ndardo for
9rapblce ayaboloqy. level "paration, lIne v.ights, line codes
and text fonts ~
Spot elevations ahall be noted at each .treet and ro~d
intersection. and along the street centerline at approxi.ately
at ~id-bloek. For larqe open areas spot elevationa aball be
noted at ... jor breaks in grade and at appro><imately 300 ft.
Intervals~
5.4.1. DIGITIZING NON-PHOTOGRAPHED OR NON-VISIBLE FEATURES
other features .h.all be digitiaed. for the Baae Kap in
addition to feature. visiblg froa aerial pbotoqr~phy.
These teatures. listed i~ Table 2, below, InformAtion to be
Supplied by the City for Digitizing, eball include the
extension of curb liDes and sidewalks. invisible due to
tree cover. feature. too small to be seen In the
phctoqraphs, annotation of feature. and. parcele. and parcel
boundary line.. Theae shall be digitized into files
coapati.ble with. and -.erged into the Base Map stereo
digitized fU ...
The identification of ambiguous or invioible featursa shall
be pertoraed by the Consultant with assistance troa the
City. The City &hall provide the identification of street
...,..11 and building _. tor ... p annotation. Where
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traffic light. shall
.yaboloqy.
.i9ns, pol •• , .treet 1 ight. and
be delineated by appropriate
,5.5. XAP AHD DIGr,AL STANDARDS
5.5.1. )lAP GRAPHIC STANOARDS
Syabo18, line veiqhta and line types, text .1ze and font
atyle., and other qraphlc and cartograph1c conventions used
tor the Base Map sholl follow the eXUlple of other city
aapa of a sl.Uar nature, unl ••• apeclfied d.ifferently.
The City .hall worl< with the consultant to establish
requir&d graphic stand .. rds to be used for this project.
5.5.2. DIGITAL DATABIISE STANDARDS
5.5.2.1.
Tbe diqital map information shall be created In a seamless,
continuous database with the capability to qenerate plota
of both Base Maps and feature maps for any geographic area
at scales ranqinq fro. 1--20' to 1--1,000 1 , as
required. Peature~ which cross aap aheet boundari •• ahall
be co:aprisEri of a sinqle databa_e record with no
discontinuity.
5.5.2.2.
When stored in the diqital database# map sbeete ahall be
integrated as d sinqla coveraqe of the entire City. Any
inconsistencies or discontinuities in qrapblc elements
portrayinq JIIap featurCoiS that eros. up sheet boundaries
shall be resolved using -edge aatching-or -rubber
aheeting-software. Adjacent map reference qrida .uat be
displayable and plotted vithout boUnd .. ry lines or qraphic
discontinuities. Individual reference grid cells shall be
displayable showing ·overlap· with adjacent cellI. The
consultant shall demonstrate this capability on tour
adjacent map sheets before proceeding with digiti •• tion ot
the entire city aap.
5.5.2.3.
Xultiple lines and curves comprising a aingle feature ahall
be .... ociated as a aultiple graphic element. E .. cb wapped
feature ahall have ita own .set at qraphic eluente; no
sIngle line shall be shAred 1UfIOn<] different. features,
Whether coincident or not. Features that eros. aap &beet
boundaries shall sh .. re a single .at of graphic eleaents to
.. llow non-qrapbic data linkage to a single feature record.
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5.5.2.4.
2.~~ aap teat~r. aet li.t.d in Tabl. 1 and Table 2 cball be
stored on a separate •• t of digital -level.-within each
•• t of aap features, at le.at one aeparate level ahall be
re.erved for lin .. and curve., one for lyaboll, and one tor
annotation. Additional levo18 lillY M ... ed tor .)'Il1>01 .. ,
tert, or lin •• that portray logically dtstl=t and .eparate
objeet.~ Map teature. that are invisible or obscured on
the aerial photoqraphs, and have been .ssuaed or Lnferred l
shall be displayable in a distinct color or line type, and
storad on a .eparato leval. Annotation id_ntityinq
feature. sball be on •• parate lweia from the f.atures
th_elvee.
5.5.2.S.
10 consi.tent .)'Il1>01 library and 0)'Il1>01 n ... inq convontion
shell be _loyed. One and only one o)'llll>ol type shall
represent each distinet •• p feature. S)'III>o18 that
represent node. in a linear network, .uch aa manholes,
shall bave their connection r~lnt be In the ~enter of the
sy.bol, and shall be qrapbically deai911ed to be clearly
identified When connected to the linear network. All
B)'lIII>ol libraries used in the production or the diqital
databese ahall be a deliverable of thi. project.
5.5.2.6.
Annotation shall follow the size, fant, and abbreviation
.tandard. of ""iating City .. pa. It must be legible when
plotted at various 8cal •• , and shall ])a placed so a. not to
overlap other text or qrapbic elements. So.e ayabolO<Jl' and
annotation shall retain a constant aize when plotted, no
.... tter what the _p scala, and other a)'llll>olO<Jl' "hall vary
in siz. accordinq to the aap Beale. These distinctions
.hall be r.vi ..... ed with tlle Consultant and approved by the
city before oommencinq the 4igitiz"tlon.
5.5.2.7.
The locations of spot elevations sball be desi911ated with
an ·x· and stored (with their corresponding elevations)
separately traa the contour strinq ••
5.5.2.8.
Road centerline. shall run froa center-ot-intersection to
canter-ot-intersectIon, or be terainated at changes in the
-attributes-of the roadway, such as width or water!al.
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Parcel boundaries, .a. 481bited on City Block Kapa, way not
fit exactly onto til. pbot09ra .... trio.Uy diqitbe<t ea ...
Kap. The parcel. vlti1in • city block lI&y bav" to M
qrapbically adjustell in orller to fit v1ti11n til. _pped
back-of-aidewalk lin... Whatever technique i. ua;edi for
fittinq parcol boundari •• into til. lias. IL!p, tile parcel
diaana10nal .nnotatio", ahall re .. in in accor!S with ita
legal lI.scription,
5.5.2.10.
Each qrouplnq ot aap features H"t .. d in Table 1 ancl T""le
Z ahall be stored a. a separately IIi_playable ana
distinquishable oet of d1q1tal recorda. WithIn each ... p
feature set, at least one separate suDset .. or -level,·
aball be reserved tor lines and. curv •• , and one tor
annotation.. Additional levels may be used lor ayabols ..
text, or lines that portray 1091ca11y distinct ancl separate
object",
Feature annotation, displayed IS -graphic text,· shall be
"linked" to a CAD/GIS non-g-raphic, attribute database. such
linkaqe Dust .ati.ty tile tollow1nq objectIves:
l} Aseociation of .ultiple qraphic elements aa a .inqle
qraphic irouP Bay be tor-example, the boundaries and
annotll!liti on of a parcel, or the curb 1 ines, centet"
line, and riqht .... ot-way lines deaareating a street
oeqaent.
2) Association of a qrapbic qroup vitil an attribute
database record~ The qraphic qroup shall be
associated with a Rdummy-attribute database record,
created tor the purpose of establishinq l1nkaqe, The
association ia eatablisbed thrcuqh a camaon key
identifier, stored as one or more fields in both the
graphic and att.rlbut. <1~ta.base record.~ The keys have
been defined by the City and are inelu~ed in Table 3,
-9biect Naming cpny§nt!on'_~
5.5.2.11. storage of d1qital data
The Consultant shall capture or diqitize specific unique
Identifiers (['eli the .. po listed In "Table 2" tor tile
features requiring identifiers (also listed in -Table 2-!.
The unique iaentltier. ehall be appended as part of the
.tea ture '. obj act naIM aa descr i.bed in the Obi ect Kg 1 pg
Cpnypntipn. docuaent. (Table J.)
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5. 6. IlAP PRO!lUC'l'S
Con.oultant .ball provide the followinq _p graphic products
under thte agreem.nt:
o 1-" 40' acal. -Sloclc. xapa,· coverinq tb. Project Ar.... deli_ited on the City-wide Block KAp Index
(included). Mapa .ball be plotted on 22" by 34" 3-.11
mylar.
cont.ent. shall includa all upped feature., both
vl..!ble trOll! aerial photograpby and dlgitbed from
other sources Ce.g. City Block Hap8~ As ••• sor Mapa,
electrical network ay.te= "P., etc.). One edition of
the aaps ahall serve as check plots, • ..cond l
corrected aap .et ahall be 1 •• u.~ subsequently.
Under Phase. I, approximately 87 aap aheet. cover Area
1, 24 cover Area 2, and 53 cover Area 3. Onder Phase
II approximately 138 J!l.!!Ip sh~ta 'Cover Area ".. The
entire City is covered by approx!Jutely 660 Block !lap
IIbeets ..
o 1--100' Bcale -Grid Mapa,,-covering-the Project
Areaa deli.i ted on the Ci ty-vicle reference qrid index.
hch ... p ehe.t .hall be butt aatched to adjacent .... p ••
Kape ahall be plotted on 22" by 3." J-.il sylar.
contents shall include edge of roadway (curb ec!qe or
edge of pav_ent), street naae annotation, parcel
boundaries, building root linse, and visible featUre
syDbolsp such a. aanbole.p hydrant., and pole •.
o 1M -600· scale ·clty-wlde~ Area aapl for Area. I, 2,
3 and ., plotted on an approved d&e 3-.11 ay1ar.
contents .hall include City bouncIary, edqe of
roa<!vay., r.i~rOGd trsclts p c:reelt8 and channels" street
naaes, and the qeoqraphlc reterence <;rid.
s. 7. QOALITY COH'I'ROL
The Con8Ultant ahall perfor. thcrouqh quallty control edit. of
all data prod~-ta to assure full oo.pllance with these
epecltieatlons. Care shall be taken to edit out any
overplottinq and other eartograpbically unacceptable data.
Proof plot. aball be produced as either color plots or plots
desiqnating unique symbology for each level. This requlre.ent
1. to •• .ure .... of editing tor errore in level .ssiqnaenta.
The Consultant aball perforll and edit verifyinq co_platene"" by
comparing proof plot. to th ••• rial pbotograpba.
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The Consultant shall produoa Block Map check plot. for use In
annotatinq poles, 81gn8, .anhole., and other :aappec! fe.atures.,
and tor conflrainq the location of teatur.. obscured frca
vb1bil1ty on the aerial photD<Jraph... The City shall fidd
check the aapa berore the COnaultant produce. the final sap
4.11v.ra~1.8.
The city retains the rigbt, and the Consultant aball assist as
appropriate, to independently verity Cf".Uty control of all
Fon8l.11tant-furnlahed products and service •.
5. a. I);I.TA DELIVERY PROCEOORES
The Consultant shall deliver the "digital" format map(s) in •
BIr COIIp&t1ble ASCII data format a& .,.ployed by Mc!>onnell
DoUql.. COrp. in their "GOS-system U8ed by the City, via
industry standard tape (a) or disk(s). The Consultant shall
inour. that all the data COlIIpiled in the digital databue, both
qraphic and non-qraphic, ia in this [oreat •
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TABLE 1
INFORllATIOif TO BI! COLLECTED BY AUIAL PII0T0GAAlII!ETRY FOR EACH
PHASE
I. GEOGIlAPlUC REFERl!IICZ t'EATIIRI!S
A. stat. Plane Coord. Ticka (1000 ft. Interval.) *
B. Lat./Lonq. coord. Ticks (30 .. c. interval8) *
c. XOnu.ent8~ 8en~~rk., Photo control Points •
• with appropriate annotation
A. spot elevations
o at center. of intersection.
o at each manbole
o at,. 300 ft. centen on open land
III. ROA!) SYST!:M
A. CUrb Lines
B. l!dqe of Traveled Vay (were no curb exists)
C. sidewalles
o Bidewalk lin.. suet be qraphically a118oci&ted
v/streets
o back of-I!idewalt lin ...
D. s~e.t Centerlinaa
o follovinq City's eKistlnq aonuaentatlon
o extended 1rato calculated center of adj acant
inter.ection.
o will be u.ed to link 8traet attribut.. and
annotation
o Mould: be .tored on a aeparate level, genera tly
net diaplay.ad on the "" .. Map
E. Freeway_.. County of Santa Clara and: C<rAns
aaintalned ov.rpa ....
F. eri4q ..
o tor v~icular or ped.estrien traffic
IV. MISCI!x..u.N£OUS P1AIIlMETRIC FBA'l".IRl!S
A. Buildi 1l<J Roo~ L1n ••
c far atrueturea qreater than 100 sq. ft.
o Fire Stations
B • Ra il.-cad Tracka
o including bridqea, overpass •• and crossings
C. Parkinq Lot.
o public parking
o greater than 6 cars
D. Fire Trails (hillsides)
E. Trans.lssion Tovera/Pc !er Linea
B. Harbora, Docks.. aDd Boat Be:rtha
I. Flood BaBin
o top and toe of leve.
J. City Parks, Schools, and Recreational Facilities
o park pathways
o public 8wimminq pool.
K. Fencea and Walls
v. STORM WATER COLIZCTION S~STEM
A. Underground pipaa
B. Manholes
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D. CUlverta, 1I •• _Ue
o box culvert.
B. Ditch... , Creua
0 1 ••• than Z ft. ( .. ,.. ditch ayaboll
0 qr •• ter than Z ft.
0 open ditch
0 open cban. ... l
0 lined cbannel
F. Flap Gat ••
G. PrIvate lines
B. weirs
I. Pump Stations
o etructur6 outline and rence
VI. WAST!: WArEa COLLECTION SYSTDf
A. IIanboles
B. Service connectlOJUl {if ~rqetedl
C. Clean-oub (if u1'getedl
D. LaJlp boles
E. PwIp Stations
o etructure outline and fence
VII. WArEa DIS'l'RlBUTIOlf SYS'I'ElI
10. ""nIloles
8. Va Iv ...
C. Service Connect1ona/Metera
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D. lIy4ranta
B. W.ll./~ Station.
o .trUcture outline and fence
P. R ••• rvoir., Tanka
G. lIndervround Vault. (0)
VIII. GAS D!5'l'RI BII'l'ION BYSHM
A. Valves
B. Service Connectione/Metere
C. Receivinq station.
o structure outline and fence
D. Requlation/Konitorinq Stationa
E. vault.
IX. rLEC'l'IUCA L OISTRlBU'l'IOII SYSHIIS
A. Pelos.
o pover/telepbon.
o street liqht
. 0 traff ic light
o unidentifIable pole
e. lIanl101es
C. Vault.
D. aandholes/Pullbo" ••
.E. Serv lee connect ionsjMeters
P. 'ad Mounte~ Tran_toraers
G. Sub.ltaUons
o structure outline and fBnC<l
1.2
o
TABLE 2
INFORMATION TO BE SUPPLXED BY THE CITY FOR DIGITIZING
city aqr.ea that it ~all provide the fcllowiD9 Intcraation to
Conaultant. Wbieh con.ulta~~ agr ... to diqitize and include ••
part of Balle Map for eacl" ph.... Material. to be diqitized
ir~lUde tile City'. Block Map., the City'. !leetric utility Naps
and the Santa Clara COUnty A8 ••• aor' • .a~.. The city viII also
Frovlde other sourc •• ot information to Consultant which contain
data about aap feature. such as 1. d., nWlbera, .1ze ... etc. These
other ..aurca. include vater, 9&8, -.v.r, and BtOl"1lL ctrainaqe
distribution aspa, and the elactzic .treet liqllt aaps.
I. GRAPHIC PRODUCTION FElI'roRU
1. Title Blocks , 80.·« ....
z. Title., Map Sb_t IdenUUera
3. Scale.
4. Lcqo
5. Motes
6. Index Grid
II. TOPOGRAPHIC FElI'I't1RXS -no additional inforaatIon
III. ROAD SYSTEII
1. Street ..
o Street nalles
<> Street edqe
o Driveway edqe
o Gutter
o 8ri4q."
2. street S_nt.
3. Street S_nt nUAber
4. Street Centerline
.r")
"-..; .. -
5 • street. centerl ina I. D.
6. Bike t.an •• (Wher. applicable)
7. Crosswalka (Wh ..... appl1""ble)
8. Curb Celer Symbcll~.tion (Wbere applicable)
g. st.riping. Code. (Whera appl!cablo)
10. Tr.tfie aiqnab
11. Other Appropriate AnrlCUtion
IV. MISCBLLAI/EOUS PL1.NlMETlUC ~n1RES
1. Public Building Naaea (Vbere applicable)
2. Railroad Track Annotation (where applicable)
o including br1dq.. and crossings
l. Freeways Annotation (where applIcable)
4. Transmission Towar Annotation (where applicable)
5. Signs and Annotation (not targeted or identifiable)
6. Harbor, Dock, and Boat Berth Annotation (Where
applicable)
1. City Park, SChool, and Recreational Facility
Annotation
8. Fence. and Walls Annotation (where applicable)
9. City Boundary and Annotation
10. Planning Ar ... Bounded .. (Wbere applicable)
11. Zoning Boundarie. (Where applicable)
12. Landscape OVerlay
applicable)
Di."rlct
13. city District Boundarie.
Ie. Monuaenta' Benchaark Annotation
Boundarie. (Where
o
15. Lot Lin.a/Parcel Boundari ..
1&. Parcel Cantrol~
11. Parcel Annotation
" Tract nllllber
" APR nwober
o address
o SUbdlvi.!on naae, date
18. E ....... ta
19. Parktng Lot Annotation
V. STORM .,ATER COLLECTION SYSTBM
1. Undeqround pipe and Annotation
2. IIanbol. Annotation
l. catch Beain Annotation
4. CUlvert Ii Headwall Annotation
o box culverts
s. Ditch Ii Creek Annotation
0 <>pel! ~itCh
0 open Channel
0 lined channel
6. !'lap Gate Annotation
7. Private Lines and Annotation
8. weir Annot.>tion
9. Puap Station Annotation
o atrueture outline and fence
'IX. WASTE WATER COLLECTION SYSTDI
o
1. Ol'l<ServrouncS p!~
2. Pi~ Annotation
1. Manhole Annotation
~ ria .lavation
o 1nvart elevation Cout~lov)
4. Service Connection. (if nat tarveted)
s. Service Connection Annotation
6. Clean-out. (If not targete4)
7. Clean-cut Annotation
8 • PuOIf> stati on AnnotaUan
VII. WATER DISTRIBUTION SYSTBK
1. Onderqround pl~
2. Pi~ Annotation
1. Xanhcle Annotation
C. Valve. (If nat larvated)
5~ Valve Annota~ion
6. service ConnectloNljl!eter. (if not larvated)
7. Service Conn.cti~ter Annotation
8. Hy4rant. (if not 14entifiable)
g. Hydrant AnnotaUon
10. Well/Pump Station AnnotaUon
11. ReMrvcir Annotation
12. onc1erqround Vault Annotation
VIII. GAS DISTRIBUTION SYSTEM
1. Ondervround Pi""
21
2. Pipe Annotation
J. V.Iv .. (if not ta~ed)
". Valve An'>Otation
5. Vault Annou.tion
6. service Cor.1H¢t L:>tw,'lret....... (it not tarqeted)
, • Service COnnectloll/*ter Annotatlon
8. ReceivIng Station Annotation
9. a.quietion/Honitorlnq station AnnotatIon
IX. ELECTRI~ DISTRIBUTION SYSrEMS
1. IJnderqrOlUld DUct/ DUctbanJ<.
2 • DUct/Ductl:>enJ< Annotat ion
3. Pole Annotation
o po .. --er
o str .. t light
o traffic lights, sIgna
o others
4. POle Annotation
5. Manhole Annotation
6. Vaults, other electrical boxea (if not targeted)
1. Vault Annotation
8. Har.<lhOl."/J>ullboxes lit not targeted)
9. Sandhole/PUllbox Annotation
10. servl"" ConnectlonalX.ter .. (if not tarqeted)
11. ServIce ConnectlDn/Keter Annotation
12. Pad lIounted Tranafo~r. (If not targeted)
13. PaIS I!OUnted 'rranafoxwet AnnOtation
e () '--
1.4, subatation Annotation
15, '1'ran.t" .... r.
145, '1'r.nafo .... r ~t;i .. "
11. e.<Ipacltor.
18. e.<Ipacltor Annotation
19. $.itc~ •• /cutouta/Otb.r S .. <::t1 .. n41h .....
~O. s.ctlonalize.. Annotati .. n
at, ....l ... ry ctrcuit. Iln4 Annotation
a2. S.""nd'lt'Y circuit .. Iln4 AnnOtation
o
SECTION VI
DBLIVDASLI PRODUCTS
coneultant &hall provide the followinq deliverable products for
.... ch deai9l'ated Area of the city .. applicable under ... ch phase
et thia Agree_nt:
.~ • l. GROIIKD CONTROL DEUVl!Rl\IlLB PRODUCTS
A dio.9'r •• &howing the identity and location of
all ground control aonu:aent& which vere targeted.~
The diagr.. aball deaignate which of the
aonu.entil were .. fating ao!tWUJnta and which are
newly .. tabl!&hod by Conault&nt. One original
reproducible shall be deli verod.
Record of Control Survey station Sbeet_ (Driginal
plua one ccpy fer each aonument.)
survey control Raport (origirAl plus one GOpy).
Xmplantatlon of per.anent survey monuaent.~
6.1.5 Record at Survey .ap
6.2. AERIAL PlIOTOGRAPlIY DBLIVERABLE PRODUCTS
6.2.5.
6.2.6.
eoneultant'. aap .heat layout and fligbt plan,
delivered prior tD the _tart of photD9raphy.
2 .eta ot .RC contact print. of the stereo
pho'"..ographic cU .• positives (one .. t for field
annotation) •
1--600 I !lCal. pbotoJlOSaic index map screened on
an approved aize matt. 3-mil aylar.
A camera calibration certificate for the aerial
c .. era (5) and 8191'ed .tat..."t certifying that
the caaera fa in full compliance with these
_cific .. Uone.
Flight crew Intoraation.
I" -100' .cale ortbopilotD9raph enlarg...."ts.
oorreapcndinq to the City-wide State Plane
coordinate grid, ov.rl.l~, .treet na.e
.nnotati~n, and geographic referencing 9r1d
ticlca.
<'."
6.3. ANALYTICAL AEROTIUAllGULATION DELIVERABLE PRODUCrS
6.3.1. Complete analytical .arotriangulation report.
6.4. JIAP COKPILP.TIOK DELIVERABLE PROOOC'l'S
6.4.1.
6.4.1.
6.4.3.
6.4.4.
Tvo •• t. of .... gn.tic tapea or "iau containing
all of the data a. epecitied herein (including
the .yabolO9Y, qro.phi" reproducible, Uxt and
dota relation.), produced frOllO the ..... datab ... e
uaed in production of the plotted ."pe. Tho>
.agnetic tape ... hall be foraatted as .pecified by
City (exchange toreat, bpi, etc.).
One Nt 1--.Or _cal. -Block Maps,-coverinq the
Project Ar ••• dalt-ited on the City-wide Block
Kap Indllx. Kapo .hall be plotted on 22" by 34"
3-aU aylar.
content. .hall include all .. pped feature., both
vialble troa aerial photoqraphy and digitized
froa other sourees (e .9. city Block Maps,
MBeBnor Mapa,. electrical network syatea map.,
etc.). one edition at the saps Bhall .. rve as
check plota: a lleCond, -corrected 1U.p aet .hall he
i.sued subsequently.
One •• t 1--100 I seal. -Grid Xap.,· covering the
Project Area. d"lislted on the city-vide
reterence 9>"111. Each ... p _heet shall be butt
satched to ad,acent .. ps. )laps ahall be plotted
on 22" by 34" 3-al1 aylar.
content. ahall include 9>"id ticlt&, edge of
roadvay (curt> edge or edge of pav ..... nt), .treet
"..,.. annota ticn, parcel boundar ies, building roo f
lines, and v!_ible feature Iymbols, such as
manholes, hydrants" and polea. Reterence 9Z"id
ticks .... t ali9ft with the california state Plane
coordinate -pte. on even thousand coordinate
valu ....
1-600 t scale ·city-vide-area sap,
incorporating each d •• iqnated area of the City,
as applicable under each Phase of this Agreement ..
plotted on en approved .lae 3-.il aylar.
content. ahaU include City boUndary, edge at
roadway., railroad tracks, atre.t nalles, and
geographic reterence qri4.
/
o
SECTIOH 1111
t_ .... abl. Artoa and Gr.er P .... k
7.1 PIle.. I of the Scope ot Project ot this A'lr ..... ent also
includ •• Consultant's services a8 .at forth below.
DETElUUIIJI.TION OF I~BLE .\RZAS
This work i. in connection with the Sto~ Drainage ~ntarpri8. funQ
p .. esently beinq created by the CITY. Fees tor the PUr"s are to be
baaed on contribution of vater to the stOrD drainage system of the
eITY. ~ll 8ingle t .... ily residential parcels will be charqed a flat
lIIIonthly user fee based on the •• timated runoff fro. lin averaqe
single fa-ily property. Non .ingle-family parcela, however, vary
qr • .,tly i.~ the iDOUnt of .tOrlll vater they contribute to the CITY's
d:rainaqe system.. For thia reason, impervious areaa of each
non-rasidential parce~ .ust be determined in order to calculate
fees.
The moat effective method to obtain this impervious area
information is through aerial photograzmetry SB is being done in
the original .cope ot this agreeaent. In order to accompli.h L'lls
photogr ........ try a 'lround oontrol network ... st firat N established
to tie all information into 'the network established in the oriqinal
.cope of Aqre ..... "t No. CI082. Approxillahly 53 addition qround
control points will be established by CONSULTANT in accordance with
the specification. of the od'll""l <:Olltr"ct. i'he CITY will then be
.erially photographed co ..... n.u ... t. to acquirinq a final photo Beale
of 1--200 to acquire the 80\U"C8 inforaation necessary tor the
impermeable area calculations. The limits of the fliqht area are
shown on Figure VII-l attached to this SECTION VlI.
using Bethods consistent with the original scope. of tbia Aqreelflent
CONSULTANT will then digiti.. into~ation related to impervious
areas tor all non sinqle-tp ... ily residential parcels within the.
boundaries of areas &~~n on Pigure VII-l.
fbi. infor»ation will be delIvered to CITY by CONSULTANT in three
way.:
1) A hard copy and floppy disk contftininq a tabular listinq with
each non .ingle-family re.idential parcel'. aesessor's parcel
nuaber (.A.PJrl). bpermea.ble era. tor t.hat parcel aneS the storm
drainage basin associated with that parcel in ASCII Foraat.
city will provid~ a floppy disk vi~'l a tabular listinq of
p~rcel number. for all parcel. in the City ror the
consultant'. uae.
1
pagelt-a.tltt
l) The .a.e intotuation 11.hd In f1 provided in digital fora in
a forwat co~tibl. with the CITY'. GIS/CAD .yet ...
3) Orthographic photoqrapb8 at. • ocale of 1". 200' which
e"ccnapa •• the oubject. ...... and Which have bean ecrihed to
.hov the .ubject non .ingle-faaily r.Dl~entlal parcels
tog~th.r ",ith the iapel"Jle&l:)la t.atures located on th ....
CONSULTANT will provide • ~.t.alled at.p-by-.tep description of the
proce •• used to compil. Impervioua infgraation.
CONSULTANT will aloo provide the n .... ra), ad<1reas (es) and phone
nWllber(.) ot all paraona reoponsible for co_piling and checJclnq the
diqitized intonoation related to iIopcrviouo areas tor all non
.ingle-f.-ily re.identia1 parcel.. All .. tarial. used to compile
bparvioua infor.aUon will be aubaitted to the City for a backup
file.
7.1.3 MAPPING OF GREER PARK
\
ClP l8aDS impleaenta the Greer Park Kaster Plan In de.ignated staqes. A
detailed ba ••• ap i. neceaaary to develop the plans and spacifications for
tile next ataq. of thla project. The _t appropriau .anner In which to
develop tbl. baa. asp is through .el'1al photoqrUlDletry 1 a manner which is
co""iot"nt with the oriqinal scope of CONTRACT "0. C10e2.
All neces.ary qround control vill be .. tabU"h"d by CO"SULTANT for aerial
photoqraBB8try of Greer Park. ~AHT viiI then .erially photoqraph the
Greer Park area •• defined on Fiqure VII-~ coam.n.~r.t. tG acquiring a final
photo scale of 1" ~4D'. All features IncllKled in the oriqinal scops of this
CONr.'.ACT No. C10n will be included In the diqital .. pping of Grear Park. In
addition, the .. ps shall incllKle l' contour .. pping of the park. This
diqital base aap sllall be delivered to the CITY in tile followinq forms:
1J -0-size mylar sheets.
2) Aa alectronlc information on • tape or 41.c fOl"'lllat acceptable to the
City. The data fonoat "hall be COIIpat1ble vith the City's GIS/CAD systn
.. well as in standard DXF t'orut.
l) Orthoqraphic rectified screen positive transparencies at a ~le of 1"
-100· 'Which cover the entire Gr_r Park area.
1.2 Except where otherwi ... pecified in this nction, all .... tbo<1s and
product. "hall confor. to th .... pecHicationa inclUded .. part of contract
,clCe2.
2
paqe><-a.txt
, !
... ... ..
1l.
c -a
" ~ ..
0
>. ...,
u
San Francisco Bay
........................ ,.~ ....... -~
....... ~. ""':
SLanr(lrd:
Vni....enit ....
fT"iT71lmpervlous areas 10 be determined
~ all nc..n sIngle-family percels
1:::;:::::) Auiaf mapping or Greer Pork
•... -.. City of Palo A!to boundcr~
for
Figure VII-l
Additional Areas Included
Under Phase I
Ci of Palo Alto
r
.....
....... ~
~.
i
~
" :>
" = ...,
" " c
~ ..
0
$
U
T" ~ 4000'
· .
. "'.'.
CITY OF PALO ALTO
AUTOMATED MAPPfNG PROJECT
OBJECT NAMING CONVENTIONS
JANUARY 1991
-.
• aEC11'IIC SYSTEM M4_-A:~.;\I( I
FILENAME: EI. OllO'jp,
ELECTRIC SYSTEM
, DESCRIPTION
Tn.m1o:mcr
2 Trumormu a.nl.
~) Tl'ULlformer Pad or V.ult
4 Truvl "fmC;, Can
, T hDIiII CnoeJ'. Dull bk.d
6 iran;{ QI'!DCr. tsolatod
7 CPA Pok:
t J_ Pole .... ToIcr.haao
9 loirt Pole with PGAE
! 0 Joim Pcle "IIrith Tel a. PG4E
II Air SWell
12: PadmoImied Switcll
U SubJ:nena"'blc S .... itc&
14 Val.llt
J S Primary !me.
16 ~1)'Box
11 p,."
18 . Cond'lXIIl)r. 60k v. Ovcrhiead
19 CorIIiUC(OT. 6Okv. l111i1Jel-,g1'OUDd
20 Cood!.ldor, Primary. Overbad
21 Cooduclor. Primary. ViIIISr;1"&rOODd
22 CoDdIAClOf. Socoadaf)'. ~
23 Caodudo,. -.,. u~
24 ADoho.
~ -.
26 CuI ...
27 Rod""",
28 C.pilrilOf
29 ~ulow,
30 ""-
31 Msohol.
32 1'Iuht""""
33 Sccoodary.........z
34 Pilot Line
3' S~'Y ... Pile< Lin<
36 Primary Dood £nd
31 s.c...o.ryc..4Eod
38 O¥crhod Socondal']l Servioc:
39 UDlkrSround Scooodary Sc:Mce
2
o
OBJECT NAME
F,TRANFMII
E,D.A,>;FMR,BA."K
E 'IL\NFMlI.,PA[JVL T
E,TRAN FMIl,cAN
E,TRANFMR ,OUALRTD
E,TRANFMlI.,ISOU1;O
£:POLE:CM
E:POLE,z.'ITla
E: POLE:INTPGf:
E,POLEmTI'lJ'G
E,SWITOMJR
E:SWITCH,PAO
E,SWITCH,SUBMER
E,VAULT
E:BOX:PRI
E:BOX:SEC
E:DiJCT
E,coND,6OI(V:OH
EoCOND:6OKV:UG
E:CONO,PRtOH
E:COND,PlU:UG
E:CONIHEC:OH
E:COND:SEC,UG
E:ANCHOR
E'ANCHOR, .... ALK
E:CUTOtrT
.,!leUR
E:CAP
£:REGULTR
£:METI::R
E:MANHOLS
E,PUSHBR
E:PEDESI1.
E:WlJIE,PILOT
E' .... IItE,PLl'SUPV
E:DEADEND:PIlI
E,DEADENO,SEC
E, SEa VlCE:SEC:OH
E,SE.llVICE:SEC, UG
o o
STREET LIGHTS
.;0 su... Ushl Pole
In -..lICTllolo
,.2 Lt,amimire, ''''''''5'
.-l l...ttmintire. ~ Vapor
44 t.00liD&irc., ~ Vapot. Midnitc:
~"5 LumiDairc. Hi&h Prca:wc Sodillm
46 LIlmiDl1te. County ~
41 L~re.~~Owmd
48 luminaire, Oy/SWe lofainI'4 CPA
49 Luznim.ire, 'With OP'.Jd:
SO LDzmmtl'O, nOW"ellCtft
Sl ~o Eltc1rie O:drd
,S2 Coaduc:tor. ()¥ezbatQ MuJtiplc
53 U"","",OUOI<! Ci=i< (I Wi .. ,
34 UudctSr<nmd CI:rcuiI {2 Wire)
.!~ Mail:. Pilot Wire.
S/) 0....
51 SiD£le Arm
18 Double Am
S9 St~ Light Trsncformct
60 P.rt Bo.
61 Elo«ri<a1 o..w
62 Ptt'lllalrQI-!.&in
63 hrmalral--c.a.::aw
64 Swilob
64 MAnhole
SL,PO(.E
SL ,I'QU,ItISEll
SLLIDolNAIt,INCAN
SL,..UMlNAIt,MV
SLUJMlNAIt,MVNITE
SVUiMU,AIt ,HFS
SL'L\.""NAJI.~
SL,Ll1Ml"1A1t,STATI:
SL.:LUMINAJ.:MNTCPA
SL,LUMll'< AJI.,ou['LE'f
SL,LUMlNAIt ,FLOL'lt
SU'ECON1'\l.L
SVroND,ML'L ToO"
S1,coND,O~E,!JG
SL:CONO,IV;O,UO
SL:OONO, MAl!'<
SL,IX1Ct
SL,S<lLAI<M
SL,DBlJIl<M
SL,I'ltANFMR
SL,l'tJlLBOX
SL:OI.1T1ET
SL PERMIItL,MAIN
SL,PER~,c"so.DE
SL,swrrca
SL,MAl'/HOl£
COMMUNICATIONS
f:6 CormnunbtiO!l Box
n Amptll .... Coax
6.i P ...... S"J'PlY. Coax
69 W-uc, ~
70 Wireo, UadergrO'llDll
11 c....0=hca4
12 C~", UniSetl"~
73 Cou . .PiIat gc::or:ratOf
'of Cou.. ~ blora
7S Dua
76 Fiber OJ'(1ic Cable
71 Fire Alo..nn P'Wl Box.
78 Fire Alana Mulct
l
CM,BOX
CM,AMp
CM,PWRSUP
CM;WIRE:<'!-:!
CM,WIItE,OO
CMoCOAX,oH
CM'''''/>.X,OO
CM ,COAX ,PILOTGR
CM;COAX,PRBLOCK
CM,DUCT
CM,F1BROPT
CM,fAPULL
CM ,fAMASTIt
____ 5 ___ ._ 5_',_. _._.
•
'" t..mcS\&_WI~
110 T..m.>Sl&_ W'_pIok
I! &&1"1 p,. ~ Mo.",_
TRAFFIC SIGNALS
12 Si&l"l P ... WI""" Am .. :&tty
a3 1'..rr", Sip>! Coottollot
14 5i&l"l1'olo, T"", \.<
t5 Trail" .. Sipol _
86 !nIft-c: SipaJ tax
17 """
88 Loop Sll __ Sipol
n,IIEAl)-.AlUIOW
H,!Il>An,MCKPLl
fU"jU!, M.\$T AII.M
T$,P<:>U!,M.\$TSFf
TS;CONT!U
T$,P<:>U!,TYPEIA
1'$,lIEtJ)
T$,IlOX
1'$,IXJCT
1'$;LfJOP
T$,PI>!l51G
~ __ ([?"'I8ASaI~:: ~,
FILE NAME: 9D 0'19.19.
STORM DRAINAGE SYSTEM
, DESCRIPTION OBJECT NAME
COodI!Un. .rd .• Type A
2 CaxI! !Un. 004 •• Tl'I'C B
. 3 CatdI. haIia, ltd .• a->, from c:wb
4 Catch bum, cQet
j _. _MIl oa1)'
6 lolet. 'DO brad .. n
7 hIId. o<hu
I Manhole. .~.
9 Mu>boIc._
10 o..toll. _...n oaIy
1 J OWan. ftC hoo4...n
j 2 Oed.H. badwan .. fflapplG
13 Outfall. flapptc 0!Sly
14 (ftafa.tl, «ber
15 Stub
16 Tide_
I7W_
18 ru""rt
19 Opcochanncl
2OI'\peIine
21 Pump """ .... dry_
22 "-_--23V __
CB,STA,ID (<Iel.ult)
CB,STB,[D
CB,SNC,[D
CS,QnHO
(N,HWO,[D (<lela"")
Il'H'HW,m
IN,QTlUD
MH:SMH:ID (dd'_wl)
MIHmUO
QF,HWOoID (<Iel.u1t)
OfoNHW,m
Of:iIWF:ID
OF,Foo,[D
OF,cl"fHD
58"!)
TG,ro
WHD
cv,ro
OC,lI>
FL,ro
PS,O:lD
PS:W:ID
VG:W
• ~t1on -Thf '-d. COt'6fsts '" the grtd#. fII. $U~rld I and :he eorr.p01lenr i
Should th~n {r.rns ~ ... p;.uamJ ~l(J dm.,.nt rac:.t1I or CNI til, .am.
(/lIng be accomp,",h~ with ~ wild card?
E:wnpIo, MH -045 -3 -06
Slrucl~ type om, ~blrid' S\naclu:c..
5
•
STREET FEA TI.IAIE" DfM'" A:&IS9W'IST. 11«,
RtENNlE: ST 0 rID r/PI
o
, DESCRJPTION
I _«IF
Z S1..-.me teiXI
~--4 .suc.~'1eJI:t
5 1mr" _.........,
0: Tn/f'1C' idud .. ~
T Edp cI <UrI>
• Co/btc.1
V EA,.ol_
10 GuItot_
II Ed .. ol"r..-.rip
12 PIa:atct «rip ~
13 Brit ..
14 Brid,e IIC;1C1
15 &Is< rI-.......Jk
15 s;.r....u. ....
It Ed .. ofd_y
20 Dri~11e.'U
21 Pk,. Ja: bound, CP."-
2l P>.,.1d boond • .u-
23 hrkiD& io( aripiDc
24 ........ 1"' ....
2$ CkY;VllaDd
26 ClIy po-..t ...,
ROADS
PATHS
DRIVEWAYS
NEW NAME
~O,w,STREET£DGIi ,
ROAI):m£ET,NAJI(E,TEXT
~O"DosnEET:SEGMEr<r:SEQNUM
ItOAD:snEET:SEQNtIM:TElIT
ROAJ), ISLAN D:£I>GE
ao,w,ISLAl,P:TEXT
ROAD:CUIIB ,EDGE
aOAl>:C\J9.B:TEXT
ROAD,GUlTEJloEDGE
ROAI):GVITD.,TEXT
1l0AD:PlAl'1TER :EDGE
JlOAJ):PlAl'1TER:TEXT
ROAD:BIUDGE
1l0,w,IIIUD<JE:TEXT
ROAD:SIDI>"i1ILk ,EDGE
llo,w,SIJlEWUC:ttxT
PATI/:EDQE
'ATII:TEXT
PARKING LOrS
PAIlKLCYr:BOUND:CPA:ADDRESS
PARXLOT:lIOUl'D:OTHEP;:ADDRESS
rAllKLOT :STIUPE
PARIU.OT:TElIT
PAJlI(:BOUND
PAJlK:TElIT
RAILROAD TRACKS
1tAIL:O..INE
RAJL:TEXT
6
~0i'IA_-A:~9L.1VC'
_£:81. OlIO/IV'
, DESCRIPTION
I e&q ...... CPA
2 1114' ...... cohct
3 1IIda. _ CPA
4 BId' . ...ru..., .....
, .BleI,. ''''''print. CPA
• BId,. f""'~ruo. ....
7 RooCri4 .. _
8 kooIddae~
t o..w.c of pollool4ecka
10 I'>tkVdccl ....
JI SWIDri .. _
12 SW/Drive 0U1liac. tcxl
BUILDINGS
OBJECT NAME
IILDG,CPA,nxT
BLOO,OTHEIl,1BC{
BLDG,ItOOF,CPA,ADDRES.~
BLOO:ROOF:OTHEIl:ADVRESS
IILDG,FOOTPRT,cPA:AOORESS
BLDG:FOOTPIlT,OTIIEIt,AOOltESS
BLOO'RlIXlE' .... DOItESS
III.DG:RIDGE(IUT
1!Loo, DECK:Ai>DllESS
IIUl<r.DE<XTEXT
BLOO,SIDEWLlC:ADDRESS
IILDG:SlDEWlJC,nxT
, DESCRIPTION
I-'.~
1 a-vou._ 3 __
,. JlecdYiq atioa.
.5 ......... _
, FicwrndCt
1 H,.!:om
8 &.udby_
t Air_YOM
10 Gucwl"ve
II R,.s .... YOM
11 ~'n.o~
13 won,""o l'CtIClY.oo
14 ..... wi "*,",oir
IS m:.no.pft'f., d~
16 BUIow ..... ~ fuoo
11 Bidlaw :Pft'\'., ~
, 8 Elow IDdcJ' ~ d'OlllOltie
19 f1oa, meter. fin:
20 flow md.CJ', irrip:c
21 Scmoc liDII .. IIize
22 Main line...,
21 SeMoo .......
24 Main iiDc & IIize
:IS C,.,.... .....
26 111_
WATER SYSTEM
OBJECT NAME
1lESEItVII. =NC,NM
IlESEIt VII. ,S'IUL,NAIo
ST AJIOOST ,NAME
STA,REcmv~AME
STA,REGULNAME
M<.-.a,MAIN
HYDRANND
7
A1tY,1D
VAL VE,jliAI1HD
YALVE,FR,ID
VALVE,lso,lD
WEU.:NOflES: :D
WELbltEUD
BFPREV,OOMEfl
BFPIt£y,FIItE
BFPItEY,llt&/G
ME'I1lR,SVC,OOMEsl
METEIl,SYC,FJRE
METER,SYC,llt&/G
SYC,SIZE
MAIN,lEJ(T
SYC,TEJ(f
MAIN,lYPE,SIZE
XING,SIZE
lILOWOFF,1D
. ...;-,
· .
~ 9YSTfJI DRII~ A;1&MStN'lGS. IV(,
~ as <:i:ii t'1D1/Pt
, DESCRIPTION
I SCADA-.
2 RecioaolWOCP
4 Ccel:rol fittiD&
, -Joirt
II!ii J.cctif"lICl'
"II JtccciYiD, Itai:ioa .--..--
• Valve
10 Mdcz,p.I
II Maio. sa<
12 Ca!h._JII.(lDOdcbox)
!3 Ca!h.Iat JII.(rioc<)
14 Imp. =-...00.. bod
J5 JWe.
16 .sc:n.;ce tis
17 ~~1Ql
].. Gu.errioc IiQJ
]9 CrOIIIiq c:uin&
OASSYSTEM
OBJECT NAME
BLOO,SCADA
BLOO,RWQCP
COh"J'FmlD
CATHODE,8QNDIT
CATHOOEJtEcrFII.
BLOO,Sn,RECEJVE
BLDG,STA,REMOTE
VALVE,[D
MEnIl,SVC,ID
MAIN ,TV PE, SIZE
CA TIIOIlE, ffiST'-'NOOE
CATHOOE,1EST,JI.ISER
CATHODE, ICANODE
RlSElt,SVC
sve· TYl'!;, SIZE
MAlN,TElIT
SVC,TElC[
CASINGcSIZ.E
,
2
)
•
~
~
1
I
9
10
II
Il
13
I.
I~
1.
11
" 19
2()
21
22
23
Z4
25
26
21
WASr~"'MMrt::f1Sy'sTEII ~IMN(I-A:~~~ i'\f(JO
FUNAME, HoW • (J'/I)'/P,
DESCRIPTION
.RePOQII.l WQCP
Manbol~, Dl&in
Mmbok, roroe PlIlm
~,main
l-lcaoolA, tONe: maiD
ae. noa. lateral
AUfhin& inIa., ma.i.D
l...ampboIG. mIIIin
Tcc,J:DIlift
"'ye. m&in
c.p.1l'IIri12
Gp. (",roe maiD
Cap, lateral
Plug. main
PlU!,. force. m&iD
PI~ laJe.N1
Flow tildei', mai.D
FI.,.. tIG:l', foror. nain
Pump RatiOlll. mAin
Pump Italian. h.lcrrJ
V.Jw;, (on:c:aain
~
LaI"" lioo
Pt.'b.ia tcx.I
LalettI"""
Fora: IDIlin
FGrae. main ~
WASTEWATER SYSTEM
10
OBJECT NAME
Bl.DG"tWQCP
MANI/OLE,M.'JN, BASIN JD
MANHOLE, FMA IN, IlA5L" ,10
CLEANour,MAIN ,1oAlJ1N: ID
CLEANOlTT,FlIIAlN :BASIN: ID
Cl.EAN our:LA lElAl.:BASIN, ID
FLUSH:MAIN:llA.5IN:IO
LMPHOLE:MAlN,BASlN,lO
11'.E:MAIN ,BASlN :ID
WYE:MAIN,BASIN:IO
CAP:MAlN:BASIN:1D
CAP:FMAfN ~BASL~ :)D
CAP:LA lEltALBASIN :10
PLUG:MAlN: BASl'i:m
PI. UG:FMAiN: BASIN olD
Pl.OO:LAlElAl.:BASIN.lO
MElD ,MAIN ,BASIN :10
METER :FM"lN ,BAS!!'hlO
PUMPSTA:MAIN:BASIN:IO
PUMPST A:LA TI:JlAL: BASIN ,lO
VAl VE:FMAIN :BASIN "0
MAlN:SIZE:BASIN
LA lERAL:SlZE: BASIN
MAIN:TElCT
LATDAL:TEXT
FMA.lN:SIZE:MSIN
FMAIN :'ffiXT
..
. . ~TIW. INFO~WNG .. A:UMSC""APICll. H«,
FII.ENltME:CO \&I o I/O ,tp ,
CADASTRAL DRAWING , DESCRIPTION OBJECT NAME
1 l..and' .sr.Dl bouftIiiIl)! LNOORNT:8OlJND
l Laod &nw:l t:cxI. LNDGRNT, nocr
) Sub.iivtQo;:m: I:DIlop bound. St..'BO!V .Bot,'N[}:n.AIT
• $ubdiviAoco. btock 'bound • St! BDlV,BLCXX, BC.t:"O , Subdiv.iao.a lor bouDd. St:BOIY,LOT ,llOI."SO
6 SllMiv1liioa Ie."t SVBDlV:TD.J"
7 PI red map bounda 1')1 PAR MAP: BOl1SD
! PlIIToe) t~ .. boundlI.ry PAKMAP,PARC'EL BOliSD
• Pllrud mar ICltt PARMAP,TEXT
1O GeM. of C=p. bowld. CC,BOUNO
II Celt. df Comp. wI CC:TEXT
12 P-... f"OclboJ~ PARC£l.: BOtlND-.APN
13 Paroclle~ PAKCEUreXT
I' Add~ 1elt1 ADDRESS:TEXl
15 Easc:med bou:ttdaJ'Y EASEMNT,BOl'ND
I' F~ICll! EASEMNT,TEXT
11 Rir,ht of way boundary JlTOWAY,BOUND
)8 Ri f:hI of 'MI.)' IeJtt IlTOW.W,nXI
19 Re.,.."(loro a IRlnie)I b-.)\l!)(f. IlECSURV:BOCND
20 Rcc. (If 5UTII.lc'(l J<F.CS tIl<V ,TEXT
11 City'bowldarj crJYLMT, Bot'1<O
12 Cit) ~ ... \lniJ. \C.'tl crrnm:TI=XT
2.' C-.urr.)' ..... "un.Lor) CSTYLMl ,BO<,\O
2' Cr=unt)' bo,.,UDd. Ie .• ('NTYLMT,TEXT
2S Otb:, Cil) bolmdiI."-: OTHCm,BOl'!<O
26 Other ClI), leX! OTHem ,TEXT
21 Stlinfmd U. bo:nmIh.ry sTNFORD:BOtlSD ,. Stanf<'rd U. laJ SfSfOROoTEXT
11
~COfvr1fOt. ~~A:IIMM'''AI''~·I.*"",1
FlLENAM~, CT 0 ° ,fO IlP'
SURVEY CONTROL INFO.
o
, DESCRIPTION OBJECT NAME
Horiz.onl.al COI!lrol CONTJ.QL,HOIlIZ
2 Vc:n:iat.I ~rol CONnOL~VEJtT
1 HOTiz ... Vert. o.mI.tol CONTROL:BOTB
4 MOII.':.lmeat, ~ MONUMT:OTHER
12
. .
. '
TOPOGRAPHIC INFORMATION
# DESCRlPTION OBJECT NAME
, Com('lW'. I rOOl CONTO';). ,oNEFT
2 CQIl!:.;aur, 2[001 CO''TO{JR,rwOfT
~ Cmt04Jf, :5 f;JOt COl"."TOlJlr.:F!VEFf
• CObl our. lUI CONTO{J).,TEXT
j Depreuio:l. 2: r~ DEPRESSmllOFT
• Depl'C&>iioo, :s rOOl DEPRESS,FlVEFT
7 Deprea.ion lQl OF.PRE.'S,TEXl
Ii l..and Ec>pe SLOP£
9 Lmd cJope I~I SLOPE:TEXT
10 Spoil cicva.liOD SPOT
13
STREET CENTERLINE OMWNG-A:r-..APICI.IWC' 0
FilENAME, ct • a,lOtm,
. .
STREET CENTERLINE DRAWING
, DESCRIPTION OBJECT NAME
14
. .
NATURAL FEATURES
, DESCRIPTION OBJECT NAME
Lab obordiac LAKE.SHOI<£
1 t.u. """ I.AICE ,TEXT
3 St~ ccmeruac S11tEAM,ct.INE
• Straamcdgc: S11tEAM£DGE
5 SIn:wm lex! S11tEAM, TEXT
6 S.f .a., oho..w.. BAY,SHOl<£
7 S.F. BAy Ik:Xi BAY,TEXT
I Wd1ands ~t)I WTLAND,BOCND
• WctlanLb tcJr.1 W11.ANIr.TEXT
15
Phase [Areas I, Z, and 3. See Figure VII-I for resl of Phase I area .
•
Palo Alto Mapping Project Phase Two
Area 4 Boundaries
· .
UNIT PRICE SCHEDULE
EXHIBIT B
..
I1!;hillit II
To Contract No. CI062
EXlIIBI'r B -PAYMEJ9'l' SCIIEDUL:E
PROJECT DEL IV:ERAlILES
1) Ground Control Products
-Survey ana targeting of control
-Utility marking
2) Aerial Photography products
-photography
-Contacts, index, and orthopbotos
3) Aerial Aerotriangulatioll Products
-Aerotriangulatlon report
4) Map Compilation Products
-Basic map graphic products
-PlIotogrllJllllletric lIu ..... 1'
-0Igitization of City information
-Transla.tion
5) Determination of I_rmeable Area.
6) AerIal ~?ping of Greer Park
l'lIASlf J
~.
$61,2"
20,968
6,135
10,260
4,947
31,675
21,249
7B,1ge
8,200
48,700
16,084
$313,660
PBA.IIB 11
COST·-
S11, OVO
20,SGO
4 J CQ.O
9,OVO
3,1.00
13,500
44,300
144,100
10,500
o
o
$260,000
• Cost of original contract plus kmendmenta 1 and 2 (Phase I of SCope
of Worle).
•• Cost of Amendment tJ to Contract tCIGB2 (Phase 11 of SCOpe of Work i .
\pagIs\amend3\paysch.OO)
CITY OF PALO IILTO
I!XHIBIT B
P"","U!NT SOiI!DULE
PRINT£D 2L1SII99j
.... UNIT PRINCE SCHEDULE ••••
AI!LYTEK. INC.
(408) 734-2245
o . .
•••••••••••••••• ~.~ ••••••••••••••••••••••••••••••••••••••••• o •••••••••••••••• ~ ••••••••••
ITEM
01
02
03
04
05
06
07
08
09
10
II
Il
Il
14
15
16
11
18
19
20
• 'CLASI FICA TION"
3 -man survey party
2-man IUr"'IIey party
Trave-! Siatus Corr.pe-[!sa:~ion
Compute: Technician
5<Jpe nision
Aeda~ Pho-t0Ci8.phy
8 a W Pho.", r&phy
B a .. Conlact Prints
Analytieal TrianeuJation
B &: W OJa.posil iY~s
Stereo CompOer
Work Station E.dhO!
l!nJ:ineering DraltsPe'_
WanU$Clipt Matoria,1s
Scribe Mat~riar
~diujn, and Format'dng
Annotation
CAD/!,Ioltin,
Ora hime nOD
PhO{o,r!.mme~ris!:
AELYTEK
UNIT
CHARGE
$111.00
$118.00
$50;00
$49.00
$64.00
~SO.OD
$21.00
16.50
$72.00
SIS.SO
$71.00
$51.00
$45.00
$ 1.55
$ 2.25
$H.oo
$40.00
$40.00
$4S.00
$64.00
ITEM
UNIT
HOUR
hour
hour
MnDy
hour
hour
hour
each
each
plate
each
hour
hour
hour
aqJft
aq.tft
hoor
hoor
hour
hour
bour
own
SOLARI i .ANPILIPPO
P.O. 80X 47~ SAN JOS., CA. 9S~03-0C11 ,
AEL YTI!~ lire.
13 68 80iDUlIlI DIUVB
SUNNYVALB, CA. 9~089
(I -
UCLIJS LOllI' .. CDK!IIT !eIIS OF
rYPE OF TIISI..IINitf
liE IIIU.U U AlILI "
A r./J ~,,,! Liab. 80501422
. r leld. ,,:~,!t..~:'"'1 l/J I)rer '. & c
~rDreetlw
I , , ,
/lUfOlilOfll..£ LIUIL!n
A [ ] Any luto
"
[ ] U I Cwaed t.utos
( ] ~Ied' Alltos
l 1 "fred Autos r.J 1 ....., • 0W\0ed A!JttlS
I 1 ii.lu"iI9t' li.tJility
I 1
[ 1 tllbrltL La fOMi
( I ow.e.r Thv. tbbrd I 01
\oOItrfll'S ~SATICW -:;:""LO'U'5 LlAlllIH
80501422
-,
'-,--.,,,,, ""''':; ,,/::', __ /~iE 01/02/U
i";!Ji:,i~t~:~iii" ','s l~'\:-'~r;':-~;~r:~'" ~ . UtfOl!'l.ll 10lIl a.ll AI(I COI/rEltS
110 l'o;HlS uPC* lilt" ClItHf[C,lTE MOt~U, HlI5. t£lIllfltATI 00f. MOt '*11'_0.
".1111l1li 01 .liL TU TIIr C'M~ ."(IIOft> '1 1M f>O.. It: 1fS. I{I tlw.
APF01lDING COVERAGES ,-A t1Diqar<l I.IUtlf
""""" L.-tt~ B
'''''''''' l.~tter C '-u·tte-r D
03/11/90
03/11/'0
~rscrlptlor. Of ~.tions.floc:.t'ons~e'IIe1'"'Sptei.1 It-. CITY OF PALO
~MPLOYU:S ARE PlAHED AS ADDTlONAL INSUREDS AS RESPECTS TO LIABILITY. BUT Or..."LY AS TO
!NDER CONTRACT. SAID COVERAGE AS TO THE CITY OF PALO ALTO. ErC. Si'..ALL liE.
~FFSET AGAI.ST INSURANCE
l~~. '
city Of ,.10 A1to
Att~: .18k N&naqer
P. O. 110:0 10250
Palo ~to, Ca. '.103
~' ~v.t"~i i'e:d 'bI'r~re till!
t~ wIll
certificate: htl!dI!:r ~ til t~
-.
•• • ~ ~;
MEPFORMS
EXHIBIT 0
,
crr"'~PAtO/ol.l-rO
RfCFIVF n
"
DATE: 2I15I1OO!
~" ~.i~. 'bt:r'!,;,·· ,Aelytek t Inc.
I' '-------------
SubmLtted by Roben Penit __ '. ___ • __ _
• PT(' I,-rt N ... -.:.P.: • .:lo=-A.:I.:'o=-___ G:::.::JS:....:-:...:.P~h::.as:!:.'_.!2'__ _________________ -: ___ _
(:oTl[rau • ____________ (Indicate only lor monthly r~pon. No.1)
{Xi -J-PctlMnen.[ uk"up of C-"'llIp.T1Y. r ) ... 2-!It l .. ud mII'ke~p for this projec t •
( ) -3-I'\nnrht,. report rO[ ________ 191_ Submit once per month for d~r~[i~~ or
1--PerNnront. 3-Honthly only.
Be ~\JT(" til Inc t "de-ill employees in fir$t column~ net j~.t minvrltles. Nos. 1 ana 2. Dt.lu'~
ar,' nqutred to bl!: filled 111. .nd .ubaftted with'Com,'Uaau. Report.
Tcul aU Asian
J('11 (.AIEr.OR.l F:S f'1fI lovces r~tr\Jle l!l::c"k ~ rlean
Amtr leltn
l~d!.ar.
t 5:loh;".
~ul"n.'-.. :...!..--1
1231:!31'il121 ---------~2~~~~~~~~~
Han.:l--,-clM'nt 1
l 2. j • _ J
Pr,..,fess fonds , 1 1 11 ~~~~~~----~~~_+--~~~--~_+--~--~_+~~--~_+--·f_--~~--L--i--
ChricaI-Offi.clI! 2 2 1 • ='-'-'====~--I--f-+-*....:;-+-+-t--I--+-+-+_....,I__+-+-+_-.-----,--
Fjeld s~pCrYi50~ 1 I t ~~~~~--~~-+--~--+-~-+~--~~-+~--r-~~~--~.---S~.i.l!""d .. list I I 1
&. Compilation 4 II J ,
'.0 .. ", 3, 3)
c. Editing r 2 ,
d.-----------+_1--r-~I_1--t-1-_+_1--t-1-_+'-1--r-+-_r~-----~~_'_'_i_l_J ._d_._l_i_,_t __ +-_~_If__II+I-_4--+-_+-+-+-+-+I-_+_+_+-+-.;.i-_~ ___ . ____ '
b,-----------------_+--_+--_+---+r_--+---i---i---~--_+--_t--_+--_i--_i--_i----r_--'"---C------e
'.---------------_i--+-+--4+---+--+---+--+--+--+--t---t-~I_-4"-_4--~.---,---._.
d '-----------_t~~+-_fl--;__i--t-_r~~+-_t--t_;__i--T_-r-,---. __
,-Tc.n", A"L,-"O,-r "."'."'ovt= ___ ..L
'
"S-'-__ .L.......J1....::6:..J1-...... __ -'-....J __ -'-_-'-S....J __ -'-__ .L........J. __ --L_L _ L _ ;" __ J
.!ho. dec. b. I 0""' should .. 110 bl In.c 1 uded I. thl oItllIfoDCi&te cete.l.orh' • • bovl,
I , : 0. Job i i Tr.Il;ifll
J , .. White Collar : ~ !
I . -+-J b, Prt",oiuc[ iotl .l...-.~_
This report ~u~t be completed by contractor and •• ch .ubcontT.ctoT~
The [f-r-a!. "'Sr-.;tnish S\.Irl'llraed" lnc:hades .11 pel'lCU of Me:llc.n, rUe-fto lh.n, (\,b.a. i. .• :f.t.
~ri(ao ~r Spanl$~ or1gia.
Rrport onl, pmpl~ye~s .nr~Il~d in IQr .. l ou-theajob tr.lning prnl~~5.
. . ~ . . '.
lOfRtIANCE REPORT
! 111'0 PoT All T
rki. r_port m~.t b, ¢~mpi.e~d bt p~i ••
~(I"tra:ctcl" a'ld .. ".: It: et4b"""t.i. .. .,;U'tl:l1".
Cc~pl#t# CZ~ ite~. k"!EC& oth.r~£ ••
i~.trwcted. Vae crtrn ,~~.t~ if
'l"ce •• a,.". SUSMI;" OliJ~I.At C,. 161S
PEPOR'1 DIRECTLJ TO:
Dire~to~ of PUTC~a5InQ ~t~Vie~i
Civic Ce"tl"r .
2S0 Hamilton Ayenu~
Pate-A}(o .. Ca1 fforntl Si.t:;:p
..... ---------
Circle One;
PaTt Co~plete the followina;
1. Full name al,d ... adress of fin.
Praj ett plIo 4"0 CIS = phase 2
line of Fin A.lytek Inc.
..
1368 Bordeaux Dri.-e Surmyvale , CAe" 94089
relephone(408) 7~l4~-~2£24~5~ ______ __
H •• e of per~Qn prrp.rin~ fOT3~ or
per.on to CObtact.
Robert D. Penit Ext. f
--_._-------_._._--
SubconlractGr
or ytbeI !~p~;ting unit covered -
by this report.
Aelytek, Jnc~
13.68 8ordeau;1C 0 d~
Sunnyvale, CA~, 94-069
1. ~XIfJ(" c;;:-; ,.'10;,"':;$0 t'f ~."in~~?a.l
offlcial cr ~~~z2er.
3. ~a.e and aJdless ~f principal
offlC~ Qf c~~~~~y_
(. Same and ~ddr~5s of paTent
company if an ~rflliated
corpoT~ r,J CJn.
5. Name and ... d~res.~ of f,ri_e
COGtr~ctoT (cQmp!ete only if
th15 is a ~uh~ontTactorl~
re:;>o.t.
-
-
-
Clement C. t.ee
U68 Bordeaux 0 rive
5'.mnY'llaJe, CA~, 94089
Sam e as abave
N.A.
N.II.