HomeMy WebLinkAbout2001 Resolution No. 028•
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RESOLUTION NO.~
SERIES OF 2001
A RESOLUTION AWARDING A NEGOTIATED CONTRACT FOR ENGLEWOOD'S 2001
MICROSURFACING PROGRAM INSTEAD OF nm COMPETITIVE BID PROCESS
UNDER SECTION 116 (b) OF THE HOME RULE l'HARTER AND SECT(ON 4-1-3-1 OF
THE ENGLEWOOD MUNICIPAL CODE 2000 .
WHEREAS, the City of Englewood is responsible for maintenance of approximately 120
miles of public roadways in the City; and
WHEREAS, the Department of Public Works and Engineering and Street Maintenance
Divisions have developed a sy stem-wide maintenance program in which they have found
Microsurfacing to be a viable and economic preventive maintenance alternative; and
WHEREAS, local contractors have not demonstrated the ability and/or knowledge to
construct Microaurfacing acosptabla to City standards when given the opportunity on
demonstration projects for other jurisdictions in the past; and
WHEREAS, the staff of the Public Works Department has evaluated the quality of
Mic:rosurfacing utilizing a specific local aggregate and a quick-set ERGON emulsion for the
past 10 years; and
WHEREAS, Bituminous Asphalt Sealing Specialists, b. (BASS) of North Little Rock,
Arkaruias, has laboratory-tested and field-tested this product, and City staff has evaluated
the abilities of this company in placing Microsurf.acing, and bas discussed their work quality
and product quality with other governmental aganciea which have bad years of experience
with this company; and
WHEREAS, BASS, Inc. bas now placed a total of 2,055,000 square yards
(&ppromnately 818 blocks , or 102 miles of roadway) in the City of Englewood over a period
of 10 years; and
WHEREAS, Section 116 (b) of the Englewood 'ilome Rule Charter and Section 4-1-3-1 ,
Englewood Municipal Code 2000 , allow contracts fo r public works or improvements to be
negotiated , provided that contracts for which no competitive bids have been reques terl. havP.
been approved by resolution which shall declare the reason for exception to the competit.ive
bidding requirement;
NO W, THEREFORE , BE IT RESOLVED BY THE CITY CO UNCIL OF THE CITY OF
E NGLEWOOD , CO LORADO , THAT:
Swiwi.l. The Department of Public Works is hereby a-ithorized to negotiate a contract
for Englewood's 2001 Microsur-acing Program in an amount not to exceed S36C ,0OO in lieu of
the competitive bid process as allowed by Section ll6 (b) nf the Englewood Home Rule
Charter and Section 4-1 -3-1 , Englewood Municipal Code 2000 .
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~-The Department of Public Woru is hereby authorized to enter into a contract
for the Englewood's 2001 Microaurfacini Program pursuant to their inve■tigationa of local
aggregate, quick• .. t emulaion produced by the ERGON Refinery in Waco, Texaa and
construction of th• product on Enpewood 1treet1 by Bituminou1 Alp halt Sealilic Specialist■,
Inc., of North Little Rock, Arkansa,.
ADOPTED AND APPROVED this 2nd of April , 2001.
~✓
I. Loucriahia A. Ellis, City Clerk for the City of Enpewood,
above is a true copy of Re solution No~ Series of 2001
COIJNOL COMMUNICATION
Date Agenda Item
April 2, 2001 11 c I
INmATI:D BY
De arlmenl of Public Works
COUNCIL GOAL AND PREVIOUS COUNCIL ACTION
Subject
Resolution to Negotiate and Award Contract
for 2001 Miao-surfadn Pro am
STAff SOURCE
Ken Ross Director of Public Works
Resolution No. 42, Series 2000, Resolution No. 44, Series 1999, Resolution No. 51 , Series 1998, Resolution
No . 43 , Series 1997, Resolution No . 44, Series of 1996, Resolution No. 35, Series of 1995, Resolution No. 40,
Series of 1994, Resolution No. 39, Serie s of 1993, Resolution No. 52, Series of 1992, and Resolution No. 38,
Series of 199 1, app roving negotiating contracts and awarding negotiated contracts for the 2000, 1999, 1998,
1997, 1996, 1995, 1994, 1993, 1992, a,,d 1991 micro-surfacing programs, respectively.
RECOMMENDED ACTION
We are seeklng Co uncil approval of a Resolution allowing a negotiated contract with Bituminous Asphalt
Sealing Specialists, Inc., a.k.a ., BASS, Inc., in an amount not lo exceed $360,000 for our 2001 MlcrCHUrfacing
Program .
BACKGROUND, ANALYSIS, AND ALTI:RNATIVES IDENTIFIED
Each year, our Streets Maintenance Division reviews Englewood 's 117 miles o( streets and determines whi':h
roadways are in need of maintenance efforts.
The design life of an asphalt road Is • ,ears. In order to coax 20 yea" of life out of our roads with the tough
Col ,rado freeze/thaw cydes, studded snow tires, the challenging and constantly changing subsurface
conditions, as wen as the truck and bus traffic. we need to periodically perform some ~surfacing treatments.
Staff introduced "Englewood" micro-surfacing in 1991 . Our objective was to develop an al:~mative lo address
the maintenance needs of roadways subjected to excessive traffic volumes ,esulting in pavement rutting and
lanes req uiring leveling treatmen!s along with new wearing L:ourses and surface seals. Micro-surfacing Is a cost
effective maintenancP. alternative that provi des rut filling, leveHng of existing pavements, a surface seal and a
new wearing surface. The finished producl 1s jet black, aesthetically pleasing, and exhibits more traction than
the original asp halti c concrete for improved safety. Modification in the product chemistry over the years has
enabled us to open stree ts to through traffic in 20 to 30 minutes, If requ ired .
BASS has salisfuctorily participated in a partnerstl!p arrangement with the City for the last ten years to
construct our mi cro-surfaci ng programs, having now placed a total of 2,055,000 square yards of our design
product (approx1m,1ely 818 blocks, or 102 miles of roadway).
Our design continues to specify the quality custom crushed, gray granite aggregate supplied by Asphalt Paving
Company, Golden, Colorado. We will continue to use 1he improved ERGON emulsion, as developed for our
program . However, our specified ERGON emulsions are not manufactured in the Denver area. l:RGON
emulsions must be transported from Waco, Texas .
Micr0-5urfacing requires highly specialize d construction eq uipment Based on our last ten years of experience,
we know 1hat th e use of co ntinuous micro-surfacing equipme nt produces a superior product when compared
to that applied with truck-m r ,ted type machines . Continuous eq uipment provides consistency of application
and min imizes seams by re1 1g equipment stops and starts. The numb er cf continuous micro-surfacing
machin es con tinues to grow throughout the cou ntry; BASS owns and operates two of these machines.
BASS has successfur.y constructed mlcr0-1urfad"8 on selt<>led ~rterial,, collectors, industrial and local M!Vlce
streets In our 1991 , 1992, 1993, 1994, 199S, 1996, 1997, 1998, 1999, and 2000 micro-surfacing proarams.
Throuahout our ten-ye ar ex perience with "Ensfewood " micro surfacing, and BASS, Inc., citizen response
condnues 10 be rositive, The workman:hln of BASS, Inc. remal~f
1
superior.
Stall continues to monitor slurry se~ and mla0-10rfadn& ac:Mtios In the metro area. We know of only one
other jurisdiction In the metro aiea that utilized a mlcro-surfaclns product In 1999. The City of Thornton
received three contradN bids on the ir 1999 program . They did not use our specifications ond the low fl.
bidder's unit price for their proaram was less than ours . However, tlie City of Thornton was not Impressed
with the results from their program, and they have Indicated that 1he1• de not plan lo utilize mlao-tUrfadng In
the future .
Most of the cities In the Denver metro area apply ei ther slurry seals or chip seals to help P"~v11~ the life of
their roads. Slurry seal is a very thin application product. Because of the thin application ( 1/8 inch thick or
less), the protection and benefits of this treatment are not sisnificanl. Chip seals rely on the rock or agareaate
to provide traction and protection benefits. However, chip .eals are dustier; when cars drive too fast
immediately alter the chip is applied, cracked windshields can occur . the streets are nosier; and, when klds f:11
off their bikes, their scrapes are worse. Citizen complaints are typiCoi with chip seafing.
As a result of the outcome of other agencies' programs, we are reluctant to conduct a ~emonstration pr<;ect
u~ng local er ntractors. Our street system remains among 1he besl in 1he Denver metro area: a tesdmnmal to
Englewood's nreel maintenance strategy.
Experience with applying our product is rrudal 10 a successful project We '-' --'•r using the onfy contractor
that has repeatedly demonstrated successful applications utilizing the products ·nd mix designs that we have
developed, and has consistently achieve d the desired results. We are satisfied wi th product performance to
date and are particularly pleased with performance on our local service streets. The contrador, BASS, Inc., is
available lo accomplish our 2001 project in mid May. Our 2001 Micro-surfaci ns Program will target local and
collector streets.
In December of 2000, Englewood Public Works and BASS jointly funded an independent evaluation of our
Microsurfadng Program over the past ten year period. The consultant revie wed CM.Jr Pavement Maintenance
Program and prepared a two thousand page repon with a complete comparative analysis against other
alternatives.
As the attached tran smittal lener from the cons.,ltan~ Jose Enrique Ayala, stales, Englewood has realized
substa ~ r ;,J savings versus other maintenance alternatives . While we had anticipated direct savings from the
use of M:aosurfacmg, we were surprised and pleased that the report also shows a savings lo the general
pubUc using our roadways. As the letter states, the general traveling public saved S41 million in vehicle
operation costs. These savings are a direct result of a smoother riding surface and include vehicle
depreciation and expenditures in tires, fuel, oil, parts, etc.
FINANCIAL IMPACT
We expect that bids for standard slurry in the metro area, using local cor.tractors and lower quality
components than our specifications, should range from S 1.10 to S 1.3 5 per square yard in 2001 . We believe,
however, 1ha1 the recomme nd ed co urse of action represents superior value to our dtizens, because :
1. The City of Englewood has developed a product that has superior workability than the standords being
utilized by other jurisdictions .
2. We are utilizing a con tra ctor that has a 1 ~year Ira ck record wi th this produd and our specifications, and
a 1 ~year history (or being responsive to our needs and those of our ci tize ns.
3. Micro-surfacing has construction advantages over slurries in that micr<rsurfadng can be used for rut filling
and leveling in addition to providi ng the surface seal and new wearing surface. •
4. Mlcr<rsurfacing is more cu stome r friendl), and doe .n't require large quantiti~s of loose rock that could
ca use problems or concerns for our citizens. The shor t set time allows th e roadway to be reopened
without long delays.
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5. Micro-surfacing has the capability of being applied In any "'IJUlred 1hlc~ness 1ha1 Is necessary 10 address
our street maintenance nffds .
BASS Is willing 10 return 10 Englewood In 2001 lo construct our mlcra-.urfarlng project II a Jnlt price
comparable 10 last year's contrac~ even though there has been ~gniflcanl Increases this year In the price of
aggregate and petroleum based products .
Year r:ontract Square Blocks Price
Amount Yard s Per Souare Yarde
1991 $280000 160000 60 $1.75
1992 ~260,000 185 000 70 $1.41
1993 $305,000 201,000 76 $1.52 n a
1994 $315 000 207000 80 $1.S0
1995 .. $339000 209,000 80 $1.61.
1996 ,.. $358 000 223 000 86 $1.61
1997 $360 000 240000 97 il.58
1998 $361,000 214000 90 $1.69
19Q!) $350000 214000 86 $1.63
2000 $355 000 201000 93 $1.77 'T
2001 p ........... H60000 203 000 85 $1J7
$500,000 is available in the Roap and Bridge PIF account for 2001. The City of Cherry H;lls Village
participated in our 2000 Program for WJ)O( on South Clarkson Street. TI,e balance of funding Ir. the 2001
Raad and Bridge PIF account will be utilized for asphahic concrete ove~ays by Englewood forces, and
associated maintenance program administration, testing, program studies and Inspection.
Cherry Hills is Impressed with our product and will be attempting to add up 10 100,000 square yards of
construction within their street system. Doing so wlD help malntam or even reduce the unit price for work
under our contract
UST OF ATTACHMENTS
Resolution
Cc..:Or Coded Map
list of streets for proposed 2001 Micro-surfacing Program
list of streets for proposed 2001 Overlay Program
Leiter from Jose Enrique Ayala, Independent Consultant
These lists ,ue intended to be represe,1;,1ttve of the proposed program s and are, of course, subject to City
Council's review and comment
• Due to the varying application rates of micro-surfacing. and ever chan~mg roadway conditions, micro-
surfacing is contracted by unil weighl applied (Ions).
Jmmy 26, 2001
CITY OF ENGLEWOOD
1000 Eqi.-c,d Parkway
Enslewood. Colmldo IOI JO
A!lcnlion : Mr. Rick ICahm
Dar Sin:
In accorclanu to the terms of ou; eomract daud, I J/2212000, I am plead to
present fi>r your considention, the mulls oi the Evaluation of the City of Ena)ewood
Sllftts' Pa-.cmcttMlimeaice Propam 1990-2000.
The alllChcd report cominl a complete oomparative naluarion of the above
PaYCmml Maucnancc Propm. ccverma Ill ilam originally iadicatcd in "ur proposal.
plus additional enviro.'llDClllal elfccla inmrml!ion, which you may firxl ofialelest.
Briefly, the pracm amlysi., ~ the benefits and costs, IS well IS Ille
profitability, of the perlinmcd maint-prDiOOI against other prognan allffll8tMi.
which could have been selected fi>r the am: maprudc of funding .
For the selec:led amp~ of the network (#.7 miles), the results show that tl,e
Progrm,, a., pertilnmd with Polymer Modified Alpbah Emulsions. bu yielded savinas to
the City's Adminislralion of SJ.26 million apinst a "chip _.-ahcmalive, and savinas
of 2. 18 rm1Jion apinst a "louilnc only" maintenance program.
For the total of the street network, tbe anpolalcd rm.Its show ~ to the
City's Admioi.fflation of S2 .1 million and $3 .6 million apinst those of "chip Dr' 11111
"!outine only" altfflllli--es, rcspectiwly.
Also, the anal)'li, of •.!le above Maintaiance Prol!l'lffl indicata a total acmratcd-
savings to the Public J_ro,,Jvays IISffl] in the order of $57 million agaillst the "!olllinc
only" option, ml p .,r~•savinas ,;f S4! million apimt the "chip af' alternative, fi>r
the period 1990-2000. •
Said savings to the Public mor to the vchir ~-operation costs [i.e ., whiclc
deprecialior and expeudirure,; in, tires, fucL oil. pans, etc], as well as time-tnVel costs. of
the roadwoys usen. These S'l'imp Ire I diRct clfoct of the smoother ridina l1lnlCC
pro•·ided by the maintenance prognan. as implemented.
The contems of this report, provides importalll financial and tedmicll
infi>rmarion, to City of Ena)ewood. fi>r further decision-makina ~gardina its Pavement
Mainte:iance Prog,am. Pleue find llt.lChcd; fuur copies of the ExeculiYe Summmy and
Data Summaries (,\mexes "A", B" and "C"); one Copy of the Pav:mcnt Conditioo ml
,._ ..... ,{:
J-Eir' ... ~Jaa; l'Nrr•~
ISs...../pDm.,lll-,AJl.1l11J;lfl:HI-IS/.JZ/J ;E-Mlil·' ,; igcl •-
Pawmmil Bcbavior Rdllll (AIDIX "D": Vo~ 1, 2 ml 3); 11111. 11111 llll1V1 of 1llt
~alE!fcca (Am!IX"E") i,rawq,lellmt.
A,ddilioaally, 6om tm remb of,-paftlmlll dlmwa aaalylil, ll 11111 bl dlliwd
lbll tbl -1 ~ inwetmmll will pnllllbly aed ID be iDi:r.-1 llr ,_ oldat
prlCIICII ,c,.1iom. An ICClier1lled ~ J11017D1 ii dllnl,re ,ecuiW ilcd
i,r 1hl DCXl f:w yan, beiJI lbe moll COll-efliclM oplion. to atend the !iii of ds
metS lbr III additioml S to l-yec1)Cliod. o1lswile ds colllpe of lbl pa\Cd lll&'J
occur iD 10me oftbmL
Further, comideriDI that \be awllabililr of 6lnds i., always a ratnial. 111
•'Oplimlzalio11 of the jJlvestmellt [comliml wilh Maximum I)isaess Reduclion)
AIIMfSis" mo ·.:ld be pcriirmcd. with "C4llllblimd Budact" ~ to prllffl tbe
besl possible use of said tiDdl, dais o'btaiaiac a priorim.ld prop1111 mr lbat effm.
I appreciate the :,ppol'!Wlity to provide my consullina services to the City. ml
bope lbat 1he pmmt report will n,eet your e,cpeclllicm.
Youn lrUly,
In~
~MlmaemeDI Coasultant.
PROPOSED
2001 MICROSURFACING & OVERLAY •
CITY OF ENGLEWOOD
~.Lllir-~~-..;/-.1.¼-lf.Li-~~+++fH+iJi~INi+l-r .,~ .....,,. -IM~UJJl~++++HrH-l~f-U-.LU-Lc:!j ,,.,. -• i'fl,'1..~T~ffi./i~~~~~M~~"""IM"--:----'::-'.-"-u•
• -NICRO!UaFACUIG 2111
-OVIRUY 2tl1
P~~F9R.JIIG~~W..f,CE~t • 8LDCKI ......,..., ,__m, 10_m --ICI.YIII
... ACOMAITS3400 IDN'I ENGPRKY II ooe 2.216.1
0.5 AMHERSTAV&WOOOO IDN'I ACOM 30 300 1,000.0
0.5 AMHERSTAVEEOOOO BDWY LINC )4 318 1,201.3
Alfl-fERSTAVEW2Q00.2100 ru, VN.1. .. 507 2,653.3
8ALTl~PI.W1600-1700 PECO RARI .. 585 2.800.0
BATESAVEEOOOO BDWY LINC 30 315 1,050.0
DA TESAVEE0100 LINC SHMN 30 32" 1,0B3.3
BATESAVEE0200 SHMN GRNT )4 32" 1.227.8
8ATESAVEE0300 GRNT LOON )4 320 1,201.9
3.5 BATESAVEWOOOO BDWY ACOM 2" 330 053.3
BATESAVEW0100 ACOII BANN 2" 32" 941.8
BATESAVE'N0200 BANN CHER 2" 32" ;41.I
BATESAVEW0300 CHER OELA 2" 32" 941 .8
BATESAV=""W0400 llELA ELAT ,. 32" 1.412.7
BATESAVB\IQ!500 ELAT FOX ,. 330 1,'30.0
BATESAVEWO&OO FOX GALA .. 330 1,466.7
2.5 BATESAVEW2000 TEJN UMAT .. ,.. 1,315.8
BATESAVEW2100 !MAT VALL .. 311 1,S&2.2
BATESAVEW2200 VALL WY"' .. 311 1,312.2
BATESAVEW2300 WY"' ZUNI .. 311 1,382.2
CHEROKEESTS3100 DART EAST 30 810 2.200.0
CHEROKEESTS3200 EAST FLYO 30 780 2.800.0
CHEROt<EESTS3500 205 JEFF 30 1185 2.1183.3
CHEROKEESTS3e00 JEFF KENY 30 ... 1,'83.3
CLARKSONSTS3300 FLYD GIIUl ,. &45 2.795.0
CORNELLAVEEOOOO BDWY LINC ,. 300 .... 7
0.5 CORNEUAVEE1200 00WN MARN 35 2"I 1,03,U
CORNELLA~ BDWY ACOM 30 300 1,000 .0
DARTMOUTHAVEEOOOO BDWY LINC 38 205 1,118.SI
OARTMOUTHAVEWOOOO BCN('( ACOM 31 271 1133.◄
DARTMOUTHAVEE1200 OOWN MARN ,. ,.. 1,282.7
OARTMOUTHAVEE1300 """" LFYS 37 32" 1,3'0.2
OAATMOUTHAVEE1400 LFYS HMIT 38 3◄4 1,384.0
DARTMOUTHAVEE1500 HMIT FKLN 35 311 1,209.4
OAATMOUTHAVEEISOO FKLN GLPN 18 ,.. 588 .0
OARTMOUTHAVEE1700 GLPN WILL .. ,.. 592.0
0AATMOUTHAVEE1800 WILL HIGH 1; ,.. 624.SI
OAATMOUTHAVEEIIKIO HIGH RACE 1; 291 524.9
DAATMOUTHAVEE2000 RACE VINE 38 2"I 1,071!1 .7
OARTMOUTHA\ltE.2 101).2300 VINE UNIV ,. 1022 •.'28.7
OELAWARESTS3500 HAMP ITHICA :); ◄30 1,Ml.3
OOWNINGSTS2700 YAU AMHA 31 8◄5 2.221 .7
OOWNINGSTS2&00 -BATE 38 ... z.n3.3
DOWNINGSTS2900 BATE COAN .. 810 2,933.3
OOWN1NGSTS3000 C0ION DART 37 030 2.500 .0
DOWNINGSTS3100 DART EAST ,. 875 2,925.0
DOWNINGSTS3200 EAST FLYD ,. 810 2,M0.0
PROPOSED QUANTITIES FOR MICROSURFACE 2001
RAOQ.Jfl-'AVEEOeOO Pt!AL WASH 31 325 1,122.9
RADCUFFAVEEQ700 WAIIH CU,K 30 301 1,003.3
SHERMANSTS4Dl QUIN AAllC 311 875 2,925.0
T\JFTSAVEWOOOO BOWY ACOM 311 311 1,347.7
TUFTSAVEW0100 ACOM BANN 311 ""' 1,412.7
TUFTBAY!W0200 BANN CHER 311 325 1,412.7
TUFTSAVEW0300 CHER oeu. 311 301 1,304.3
T\JFTSAVEW0400 oeu. ELJ.T 37 296 1,2111.9
TUFTSAVEYl'0500 ELJ.T FOX 37 325 1,340.2
TUFTSAVEW0600 FOX GALA 311 296 1.26.!.7
TUFTSAYEW0700 GALA HURN 311 208 1,152.7
0.5 NFTSAVEW1300 MARO NAVA 30 387 1,223 .3
WINOERMERESTS4&00 TUFT TOMS ., 047 2.947 .4
WINOERMERESTS4700 TOMS LYTN "' 10'2 4,531 .1
WINOERMERESTS48()0.SOOO LYTN BEU .. "" o,me
YAL.EAVEEOOOO BOWY LINC 15 328 5'e.7
YAL.EAVEE0100 LINC SHMN 15 380 000.0
YAJ.EAVEE0200 SHMN GIIHT ,. 325 505.8
YALEAVEE0300 GRNT LOON ,. 314 '88.•
YALEAVF-NC't:#J BOWY ACOM ,. 327 5011 .7
YALEAVEW0100 ACOM BANN ,. 328 510.2
YAI.EAVEW0200 BANN CHER ,. 328 510.2
YAI.EAVEW0300 CHER oeu. ,. 323 502.4 • 79.5 TOTAL: 199.2711.2
ADD AL TERNA TE STREETS
UNCOlNSTS~ FLYO GIRO 311 030 2,730.0
UNCOLNSTS3'00 GIRO HAMP 311 310 1,343.3
MARIONSTS3B00 HAMP 2115 30 530 1,768.7
UPANSTS3a00 MANS · NASS "' 000 2.933.3
MARIPOSASTS3900 MANS NASS "' 818 2.7.t&.7
AMHERSTAVEE0100 LINC SHMN " 333 1.258.0
1.5 AMHERSTAVEE02f '1 SHMN GRNT " 325 1,227.8
AMHERSTAVEE0300 GIIHT LOON " 320 1,20UI
GALAPAGOSTS41c:> OXFO PRIN 31 5'5 2,049.4
CORONASTS3300 FLYO GIRD 31 050 2.23U
CORONASTS3400 GIRO HAMP 30 015 2.050.0
0.5 TOTA '• 21 ,553.0
., TOTAL BASE AND ADD ALTERNATE 220,832.22
Adda1tam1•1treet1ribedeletedlrombQCtofniotopuhmingtlic:tl1N
P~WG!Uitmt!ES FOR MICROSURFAC! 2001
OOWNINGllTs:1300 Fl.YD GIRD :Ill 876 2,w.o
DOWNl~T8S400 GIRO -38 836 2,ea1 .1
!ASTMAJ,AV!!OOOO BrNf'I LINC JO 300 1,000.0
f ' STMANAVEE1200 DOWN MARN n 2911 9811 .1
~TMANAV!E 1300 MARN LFYS ,r 2911 .... 1
EASTJ.1ANAVFlil(l000 BrNf'I ACOM 30 308 1,028.7
FlOYDAVEEOOOO BrNf'I LINC 311 295 1,278.3
FLOYOAVE'NOOOO BrNf'I ACOM .. 210 1,320.0
0.5 GALAPAGOSTS4000 NASS Ol<fD 32 318 1,120.0
GIRARO.-VEEOOOO BrNf'I LINC 311 m 1,178.7
ENGlEWOODPRKYWOOOO BrNf'I ACOM 45 292 1,460.0
0.5 HAMPOENAVEEOOOO ermv LINC 30 210 900.0
HURONSTS3700 KENV I.EHi :Ill 595 2,578.3
HURONSTS3800 LEHI MANS .. eeo 3,226.7
\NCAWVS3500 HIGH285 JASON 2.780.O
JEFFERSONDRE0200-0300 SHMN LOON 35 ee5 2,586.1
LAYTONAVEW0800 HURN INCA 32 ,00 1,066.7
LAVTONAVEWOQOO INCA JASN 32 300 1,06e.7
LAYTONAVEW1000 JASN KALA 32 300 1,0156.7
LAYT0NAVEW1100 !<Al.A UPN 32 , .. 1,027.0
LAYTONAVEW1~150C :.iPN WIND JO 13011 4,383.3
LINCOLNSTS2700 YALE -29 550 2,094.4
UNC0LNSTS4800 LYTN CHEN 32 eeo 2,348 .7
LOGANSTS<OOO TUFT UNON 311 530 2,730.0
LOGANSTS4700 UNCH LYTN " 80\l 2,873.7
LOGANSTS4800 LYTN CHEN 311 eO\l 3,029.0
LOGANSTS4000 CHEN GANO ,. 550 2,816.7
LOOANSTS5000 GRNO eru :Ill "'° 2,nJ.J
MARIONSTSZ900 BATE COIIN 26 1190 2,148.7
MARIONSTSXXXI CORN CART 28 021 1,950.7
MARIONSTS3100 CART EAST " 315 1,085.0
NASSAUAVEWI 100 KALA UPN " 296 1,2111.9
1.5 NASSAUAVEWl200 LIPN MARI " 326 1,340 .2
NASSAUAVEWl300 MARI WIND " 305 1.253.9
NAVAJOSTS4500 STNI TUFT ., .,. 2,906 .4
PEARLSTS4700 U.aN LYTN 38 5.!0 2,448 .9
0UINCYAVEE0400 LOGN PENH 39 301 1,330 .3
QU1NCYAVEE0500 PENH PEltt. 39 326 1,412.7
OUINCYAVEEoeo0 ?EIO. WASH 39 318 1,389.3
OUINCYAVEEOTOO WASH cu<K ,. 296 1.282.7
OUINCYAVE\WOOO eowv ACOM 39 298 1,282.7
1.5 CUINCYA.VEYI0100 ACOM BANN 38 ,,. 1,334 .2
OU INCYAVEW0200 BANN CHER 38 312 1,317.3
HAOClJFFAVK'X'OO ermv LINC 35 301 1,170.8
RA.OCLJFFAVEE0100 LINC SHMN JO 301 1,003.3
RAOCL IFFAVEE0200 ·-GRNT JO '"' 1,086.7
RA.OCLIFFAVEE0300 GRNT LOGN 30 301 1,003.3 • RA.0CLIFFAVEE0400 LOO,I PENN JO 301 1,003.3
RAI."!'• u~c•.VEE0500 -PEIi. 31 320 1,122.9
PROPOSED QUANTITIES FOR ftlllCROIURl'ACE 2001
RADCllFFAVEEoe00 PeRl WASH 31 3211 1,122.0
FW>CUFFAVEE0700 WASH Cl.R!< 30 301 1,003.3
SHERMANSTS4300 QUIN RAOC .. m 2.m .o
TUFTIAVE\WOOO ~owv ACOM ,. 3\t 1,)47,7
TUFTSAVEW0100 ACOM BANN .. 3211 1,412.7
TUFTSAVEW0200 BANN CHER ,. 3211 1,412.7
TVFTSAVEW0300 CHER OElA .. 301 1,304.3
TUFTSAVEWOoiOO DEIA ElAT 37 2911 1,218.9
TUFTSAVE'lt'mOO ElAT FOX 37 3211 1,340.2
TtJFTSAVewoeoo FOX GAlA .. 2911 1,242.7
TUFTSAVEW0700 GAUi HURN ,. -1,152.7
0.5 T\JFTSAVEW1 JOO MARO NAVA 30 387 1,223.3
'v\'INOERMERESTS4800 TUFT TOMS 41 847 2.947.4
WINOERMERESTS4700 TOMS LYTN '° 1042 4,631 .1
WINOERM ERESTS4800-5000 LYTN BELL ... 1903 9,303.6
YALE.Ao/EEOOOO eowv LINC 15 328 5'6.7
YALEAVEE0100 LINC SHMN 15 ,eo eoo.o
YALEAVEE0200 SHMN GRNT " 325 000.0
Y/ltJ..EAVEE0300 GRNT LOON " 31' "3.4
y AJD.VE\WOOO eowv ACOM 14 327 50ll.7
YAI..EAVEW0100 ACOM BANN 14 328 510.2
y AJ.£AV£W0200 BANN CHER 14 328 510.2
YALEAVEW0300 CHER DElA 14 323 502.4 • 19.5 TOTAL, 199.279.2
ADD ALTERNATE STREETS
UNC0l.NSTS3300 FLYD GIRO "' 030 2,730.0
UNCOI.NSTS3400 GIRO HAMP 30 310 1,343.3
MARIONSTS3500 HAMP 2M 30 530 1,7"6.7
UPANSTS3900 MANS . NASS '° 600 2,933.3
MARIPOSASTS3Skl0 MANS l<ASS '° 018 2,748.7
AMHERSTAVEEOtOO LINC SHMN 34 333 1,258.0
1.5 AMHERSTAVEE0200 SHMN GRNT 34 325 1,227.B
AMHERSTAVEEOXIO GRNT LOGN 34 320 1,208.11
GAI..APAGOSTS4100 OXFO PRIN 31 5115 2,049.4
CORONASTS3300 FLYD GISO 31 050 2.238.9
CORONASTS3400 GIRO HAMP 30 015 2,050.0
,., fOTAL; 21 ,553.0
., TOTAL BASE AND ADD ALTERNATE 220,832.22
• Add altematl lll"NtS wil be dl6MeO from bottom 10 top U h.rlcling cli[:taln
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