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Home My WebLink AboutAGENDA REPORT 1998 0218 CC REG ITEM 11DCITY OF MOORPARK, CALTFORNU �� t S • ( / City Council Meeticg p! F ti7 r r u _ 1992 A� �: .��G ITEM BY. , -�f_ _ AGENDA REPORT C = TY O F MdORPARK TO: The Honorable City Council FROM: Kenneth C. Gilbert, Director of Public Works ��! DATE: February 6, 1998 (CC Meeting: 2- 18 -98) SUBJECT: Consider Authorization to Advertise for Receipt of Bids for the 1998 Slurry Seal Project BACKGROUND One of the elements of the pavement maintenance program for the City of Moorpark is the application of slurry seal. Historically, the City has applied this protective coating to selected streets on a bi- annual basis. The last time a designated list of street received this treatment was in the Spring of 1996. DISCUSSION A. Proposed Scope of Work The streets to be slurry sealed are shown on the maps attached as Exhibit 1 and listed in the charts attached as Exhibit 2. A summary of the scope of the project is as follows: Quantity of Slurry . . . . . . . . . . . . . 3,800 Tons Total Length of Streets . . . . . . . . . . 116,00 l.f. it of If if . . . . . . . . . . 22 mi. The proposed project will include the application of Type I Slurry on certain residential streets and the application of Type II Slurry on certain collector streets. The project also calls for . . • the removal and replacement of asphalt in poor condition at certain designated locations; • the placement of a leveling course of asphalt in certain areas; • the application of crack filler as required; and, • the repainting of Stop Bars, Legends and striping as required. The project also includes the application of Slurry seal to the Metro Link parking lots and the parking lots at Peach Hill Park. The cost for these tasks will be charged to the Transit Fund [Fund 241] and the Parks Maintenance Fund [210.710] respectively. slury98ad 00C 0,147 Slurry Seal 1995 February 18, 1998 Page 2 B. Plans and Specifications A copy of the Plans and Specifications for this project have been placed in the City Council office for review. C. Schedule It is anticipated that bids for the subject project will be opened in early April and presented to the City Council for consideration late April. Asphalt repairs are anticipated to be completed by the end of June, followed by the application of Slurry Seal in July or August. E. Fiscal Impact 1. Cost Estimate: A preliminary estimate of project costs is as follows: Estimated Element Cost ($) • Design 5,820 • Construction 360,000 • Construction Contingency (10 %) 36,180 • Admin & Inspection 55,000 Total 457,000 2. Budget: The FY 1997/98 Budget provides funding for this project from the TDA ( LTF ) Fund [ Fund 2 0 3 ] in the amount of $300,000. It is the intent of staff to request an amendment to the budget to fully fund the project at the time of award of contract. RECOMMENDATIONS Staff recommends that the City Council take the following actions: 1. approve the plans and specifications for the subject project; and, 2. authorize staff to advertise for receipt of bids for the construction of the subject project. slury98ad z 199$ SLURRY SEAL PROJECT Ej FFL OR _ P - M A B E no n R1 w 0 0 rRRxinc MH W .15 CKT el TR[ ![R1VIlA COUITI COW i{II -A�KD YA/RIrC SYSTEM ICArs1, rxid IS DESiEKD A+O OPERAT[0 COrYCrIEA%[ 0/ M[ [WRTi aR0 RELA,EO PUBLIC A ICS. W C—TY DOGS KT rARRM ME ACCURACY 0! 1X15 b M [FCiS�OR IRYOLY�RC A RASA K [CUMAn( 1052 OR PN lllU i—, —1 o m .ADC iR RC"-E M 'f- I TERNEZ DR. yi T� — - -1 Mi Fx � 1 i*- \ I � -( HAVE RID CT — z� E rn \Z-- ' Mi Fx � 1 i*- RARHRIC THIS WI %AS CRATED ST THE RERTUIIA COLYNTT COWUTER -AIDED WPPIRD SYSTEM itA . -N IS OESIOHLD AM ORERATED 'OLELT FOR THE COMERICHCE OE THE COURTT AHD RELATED IURLIC I4EIICIES. THE [WATT DOES ROT RARRART THE ACCURACY 01 THIS I RIO IO DEM'. IRVWTIRO A RASA OE ECO- LOSS OR RHTSICAL IRAIRY SHOULD DE RARE IA RELIWE THEREON O O O I , n n W O O i� S �I E vr- sT Z N ®®w m o , D =OZ v 00 O —i Opp cn SOELY F.„n( M.,r ,EKE•oET Mi couRii'u�m MITTEE& PUftIC Aq-ES. LATHE CounrT DpES I�Mi R�RnuI ISTn[S:c�CUOR�cro 0111 n o T b NO OECISiON ,MYOI R,Mi A RISR OF ECONOMIC LOSS OR vx YSIC4 ,MIRY SxO.0 BE IIIDE IN REE I LANCE THEREON. yUV�eR /S, I i i 6 Dc yo,-P 1 1 � _ Q a. G= T CT1 r SANT RU 00- do o� CT. 0: Z ifBJ A -i � 3 2 n 0-7 n MAP C1 �Wp PA2�1 rt�1C, Lc;—K S ]fit N - : 2,611(44 S F. vZ TP�1pF 11 F2 L-T. 0 0() I ul -40 TNI$ MNR'" CMENFED BY THE STM A C-T, CWOMH -HOED W)RINO SYSTEM CC MI. T,H If I$ DESIGNED W ORERNTEO SOLELY YM T1IC <ONIEIHENCE 0E THE CWNTT W RELATED RISNLIC NCEKIES. NE C"TT WE$ WT DLRRINT THE NCCORICT OF THIS W W W DECISION IMNLT INN 4 NISN M ECC_ LOSS OR PNYSICNL 1-11 SHODLO BE ICWE IN MLIMICE THEREON 1 1 TJ n r O O != y r 3 D n O O O n w 0 0 MMI MIS LL AIRS CREATED lI TM KMTURA COUMTT 105—TER -RIDED —11. SYSTEM (G . IMId IS IESIRMO Rxp OR[g1T[0 SOIEIY 1011 TnC COMENIEME Of TIrt CDONTI RM P(LRTEO CURL IC RG[MIES. (N[ COUITY DOES Mi RRRRRnt TEIE Af WRRCY 0 MiS WP .110 M KCM. INNOIgIM A RISC OF ECONOMY LOSS OR PnTSICRL NNRY Sn0UL0 RE WOE IN RELIAME THEPF.OR �I N2�dd29— i 1 � -, I I11 D D m '"M NIS MV WAS CREATED RT THE VENTURA COUNTY COIIUTEA -AIDED MARRING SYSTEM ICAMSI, WIN IS DESIGNED AND OPERATED • 1 SOCCL NU EM D THE ECISION NN A.11%EA THE K OF ECNMOr CELO S ORNPHYS CAWl�M1� IlYTSHOY�EE MAX MA IN RELIANCE THEREON THE [uRAtx Of MI5 Y r �BERT GACANYON o•� j � 1 � r a I I dam, �' �•. � - O ,`\ :PPER MILL S D 0 Zzi a n EN a 0 S�R} ( TNC C�..EN�CEAOEOTxE COUNT Tn Uq RELATED VYB8tIC —TER-AIDED IIS. �T, —TYttD0C5AMT NRRRA T T,ESi URA p OF EM RO b . DECISION IMOLnIn4 A RISK W E(O—C L055 OR RNY$IOAL INJURY SMOULD RE YAD[ IN RELUE iNERE',AA x REJAD I , , O m S E T7MF I bA S T. -- J Z, 1 \ ST. J� i \\ \ \ \ �.� •\ � TIERRA Nol x REJAD m � � I , , O m S E T7MF O O O �i ti n w O O r SOLEV FOR THE COxv[RIIE CREAM THE COUNTY ="REL0ATE0 1UB�1(R2FCI C COVRTY p0[S1x0t w�RRI.xT3TNC3ACCURACY AAC 01 OPERATED b Iq DCCi3�OF IxvOLl1NO A 1135 OC ECOROYIC LOSS OR 1x131CAL IIWRT Sx00LD RC YAOC iR RELIAMC ,HE Y z i r_ C ul ICT CID l' z N. CLOVERDA� SUG L I I 1 E I MAPLE I ROYA r Cfi. D N. L VELE -I � CEDAR � .. - — C� -IB AN N C i'... .... T• i - � N. CANY AN T � RD. i z o 71 > L N. KYLARK _ < I D u I' CT. - -_ - - TR E r --m J_ -- 1 - o.. -_ CT -1 - -� co �j R D. - - -- - -- — - - -- �G4Td 3'0.,,/ v - -- I N. WOOF)( DR. �% I— m I L_ m =- O FAIRB 0 R K A E �. / L cc L I I L = BELLA L _n —J— C) i �rKIM E WdKI B TT R I L r D T D o �. l IN. _ — c I ESIDE i LAN R 3:-- - -- D -- m / - N. A iPN 1\ O O O Z 0" I.ANUM TNIS W "S CREATED BY IN( VENTURA COUk7T CDWUtER-ANXO AWP- S'Stl- 'C"', RNICN 13 OESIGNED AM OPERAT(O SO�C� M AR tV FOR TNE COWEN, NCE OT NE COUNTY AND RUATED KIC AGENCIES. INE I COES NOT ICCURACI 01 INIS AM NO X-1- V- -1 IO5S -11� 1-1 ULD BE CE 1. M-E IN111- LN., IN LL M� B R W� I'C K 0A. LN VISTA INW 0 M L B 13�1'1 I N ' W 05_ qp L N LN ROLLING KNOLL IV, III VAL v I'. AA N I IP -, JF - DR. ►001 RMAC TR�S M AS CREATED BY THE KA- C nY COM T[B -lI DE WPP�BD StSTEM ICAMSI, BMIOI IS CESIDrE:D A* OPERATED �C.Y FOR "CORKRIEKt OF THE COURTT AM) RELATED PUBLIC AaKIC S. THE COURTY DOES ROE ♦ARRARt THE ACCURACY OF THIS . . KIII.. IRRO 1. A PISR OF EC OM LOSS OR PHYSICAL I"By SHOULD BE MADE IR PELIAIKE THERFOR, r CHANNEL 22 0 0 0 a E m 1� r O GABBER T 9,11 CANYON CHANNEL k, l k D AD (AXALIC, W. THIS MAR WAS CHEATED Of THE YENTLRA COUNTY COMPUTER -AIDEM MAPPING SYSTEM ICAWSj, WHICH IS DESIGNED APO OPERATED 50�tt I Im T'NE CONDE.IENCE Of THE COUNTY AND RELATED PUBLIC AGENCIES. THE COUNITY DOES HOT WARY"T THE 'CC NAGI OF THIS MAP AND NO DECISION HKOLVINK, A RISK CH ECOHOMIC LOSS OR PHISI— 1"" SHOULD IUE � IN RELIAHCE �IRE U C) v T,-)- L D R'-.--, RE J ADA - � RD. NRI.7- L LL i 7111� 7,17 FV7 -T - - - - - - REEN LN GABBERT o � I m L N. RD. GABBERT CE > >.> «c cr) GABBERT o � I m L N. RD. GABBERT CE HVL. TER DEEDED UT � - - - - -- _ - - -NOT LED ®� G11L/_l1Ld y a J CHAPARRAL MIDDLE 0 SCHOOL c� I _ — __j — CHAPARRAL MIDDLE DEEDEd UT wo NOT TR �ELED W SCHOOL ct� (DEEDED BUT LAS — I (—NOT TRAVELED) l UNIDOSI AVE. IRS ST E. DEEDED — BUT NOT - N -- ___.- -- w F L O R Y > ® TRAVELED) o�g j -e A I _2� UNIDOS 1AVE ' 3 JAMES WEAK AVE. m VILLA GAMPESINA AVE. - - -- - - -� X08 F __ T, ® O O W ot `�// / /Aft _.�- __ -- _ � Y ( ST. HWY. 118 ) �0I - - - - - =W V� — IT �LL i �v ggt AVE. LOS ANGELES UNIDOSI AVE. IRS ST E. DEEDED — BUT NOT - N -- ___.- -- w F L O R Y > ® TRAVELED) o�g j -e A I _2� UNIDOS 1AVE ' 3 JAMES WEAK AVE. 6 VILLA GAMPESINA AVE. X08 F UNIDOSI AVE. IRS ST CITY OF MOORP, MAP L I AV I � AVE. I I z1 4> ICI l_1 fj 0o moo b SCA[_E I" = 300' E. DEEDED — BUT NOT - N -- ___.- -- w F L O R Y > ® TRAVELED) - —Q — ® SCHOOL __ T, ® O ot `�// / /Aft _.�- __ -- � ® � ( ST. HWY. 118 ) J- - - - - - V� — IT i �v CITY OF MOORP, MAP L I AV I � AVE. I I z1 4> ICI l_1 fj 0o moo b SCA[_E I" = 300' VARHHRQ NtS W WAS CREAT[O BY THE YE-A COUNTY COAFUTTA-AIDED MARR K SYSTEM (C-). WIN 1$ DESIGNED ARD OFEIATED SOLELY FOR THE CORYERHEKE OF THE COUNTY AHD RELATED FIRBLIC AGERCIES. THE COUNTY M5 HOT WARRART TIE ACCURACY OF THt! AIAR A- RO X 11108 -11- A -- OF ElU-C 1055 C. -SICAL - ...D Of MADE 1. RE11-C -11- HAR ti fi SPRING AVE. HARRY o RD. SPRING [Ell II < FRI FRI F I ZA�H =� S, -V. C IMP TI J' 1 LEE LED I L ED [M I I n II FR,[ I (FJ FRII I fm FF411 1 I INOR —S > < m FI I [Ell II < FRI FRI F I ZA�H =� S, -V. C Z N n 0 0 0 a III n a 0 W"WMIS WV NAT MATED O1 THE YEXIVRF CDUNTf COnTER -AIDED WVPING STSTEW x116 �, NMICN IS DESIGKD .1O OPEAAITD SOLELT (OR TK CgMxiFN<E OF M( C-TI FMD RELATED PURIM FGEMIC]. TN[ COlMT1 DOCS NDi �ARRINT THE ACCURACY Of ix14 W Fq x0 (EC15- —11K 1 RISK OE ECORONit LOSS OR PN5SICIL I , S , RE YFD[ IN RELIFxtE 111 E0K AV S O z z C D n � U) O O O = � O = O Z O _ D O O — - - - D co i � r WALNUT � I I I BARD ST. r MAGNOLIA —S -T� S T. co 3 D Z Oo ()" .- -[ MN R N - I O No iZ� 1� 1� 0 � 2-S) Z SS S� � z L F V �Y, i XL LO-T S sbo--V 1� t-OT D-1 A L �zf� -- W-7, L f,(zS T (ZN ? lk I (oc CHARL ► ii HIGH I, 'E.-, M." .-n -M E. SOt Ll 1. 1� -nTy W RELATED P-1 lq .ES. 1IMIX11M, W�'XRR`mI M-M M ---1 0 BE TIE ACCURACI V IIIS RD. 0 Cf) CD dd -Ino Olu 1ARH1k THIs WR RAs MATED RT THE vERTURA COURTr CORNUTER -AIDED WPP K SYSTEM 1-1. HHIN IS DESIwD AM DRGATEU soLELT TOR THE CORrE1HENCE 0T THE COUNTY AM RELATED RURLIC AOEMIES. THE COUNTY DOES MI 11ARRAHT THE ACCURACY O( 1HIs 0 AM M DECISIOII 1—YIRO A RISR OT (COMHIC LOSS D11 RNYSICIL IH. " SHOULD BE WD( IH RELI—E THEREON. 1` i Ti LES PL. A I C O _7 O NE 0 I I 0 0 D n r w O O 1 L� GCL ES n AVE I� OVIEF 3 D b a n W O 0 RMNIRC MIS W WAS CHEATED BY THE YER RA COUNTY COWITER -AIDED WPIMC SYSEEM ICAAISI. -.. IS CESIp[D Am OPERATED SOLEl1 fOR TIIE COMtIIIEME OF TIE —.11 .0 RELARD 1U181IC AGENCIES. THE COUNTY DOGS NOT nutRANi THE ACCURACY OF THIS MAR A. NO OECISIN INY0. - A RISK OF ECONOMIC LOSS OR PHYSICAL TALAI" SHOULD DE RACE IN RELIANCE THEREOK NT OF VENTURA OF SIMI VALLEY r r. i j, \ o Fly / D` csk \ D Ii i o VrII I Zm Fr-1 O T�T /\1 `J 1 Q a I n n o 0 IININO: MS — -IS CREASED Br IN rEBTURI COW, COYPU LER -AIC(O YE AO STSSEY IC..S. An ICH :5 DES IONTO ANO."IITO THE SOLE AIICI NIR %CI S, O �NVOCVr�NG ON I P Sn OfNECONOY (F COSSOON UBLIC �MliEV.A 'N Ual. NICE INRE11 -1 t (PfUn CURACY Of THIS I� 4 "C q- __- 1 3- D- O O O a r OI AND OR TIE�m(h CREATE COUNTTYiYAND RELATED NBBIICTAC ACIESS. �iHE CaUHir DOES DT WARRANTSTMHE ACC RACY of ETBHIS YO YO DEC. . iYrOlviY4 • BISB OF ECOBOYIC LCSS OP IHIS-C. ..U.1 SHOULD BE YWE iY WE"AHCE ,HEREON I 7 S � I I'll I J= x, - -- m \ TU1 ANE WFF,,-Frnlm � �i V:CFC' UV Gt N( �o F` G I =� N. co e SUM r _ BERKELEY ��/ q AVE ,R CYA � = N. LE AVE - co PRINCETON ~ d� \,-------- N. AMHERST - m T N. CORNELL D ' ^ Nr H n PL' r - I 7 S � I I'll I J= x, - -- m \ TU1 ANE WFF,,-Frnlm � �i �OLRC +T "I ENFE (pR(�EMCAD YNE CO. , ANNiOAR(l1 �[D VuBLICADExE "S.IEinE C" ODES DOES xpi wARRN iSEHE ACCURACY OF In15FD x0 x0 CE CI SI Ox INROL,IxO A RISK 0( 11C..IC LOSS OR PM YS ICK INNRY SHOULD BE MADE IN RE, 1R CREOM. �� 1' j � 1 J 1 1 / z in z� =STZ '� +�� +� ►eta G> Ti z V/\ . FEN S_L. -o � EFt AGAN �-, COLLINS ii I� II II II li it l I I Im !Im D D Z �O O O D C) O C z m I IV. C. „ , Q �i r Fy CAMPUS CANYON ►.PARK MAP U DF </ MOORPARK COMMUNITY u II u 3o0 b /,'/7v ni nsnnnnn�r CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map B No. 1 Street Name Willow Springs Drive From Mountain T41 St To Mountain Meadow Trash Day T Dimensions Slurry Seal Length Width- (L.F.) (Feet) Type- I- Type 2 (ELT) (ELT) 1214 33 36.42 C 1 Brookglen Street Alderglen St Riverglen St W 348 33 10.44 C 2 Alderglen Street Walnut Creek, Rd. End (W) F 660 33 19.8 C 3 Riverglen Street Brookgk n St Akterglen St F 517 33 -. 15.51 C 4 Mistymeadow Street Ambermeadow St Walnut Creek Rd: F 201 33 6.03 C 5 Amberrneadow Street Deermeadow St End (W) F 840 33 25.2 C 6 Hillside Drive Spring Creek -Rd.. Laure[Glen Dr.... TH 1399 35 44.51 C 7 Spring Creek Road WalnntCreek-Rd. End-(VW TH 950 33 -- 28.5. C 8 Spring Creek Court Walnut Creek Rd. End (11 TH 338 33 10.14 C 9 Laurel Glen Drive Hillside Dr. Williams Ranch Rd. TH 486 37 16.35 C 10 Williams Ranch Road End(W}. Landscaped barrier TH 697 35- 22.18. C 11 Peach Slope Road Williams Ranch Rd: End (N)7 TH 612 33 18.36 C 12 Walnut Creek Road Sunnyglen Dr. Tierra Rejada Rd. 1980 37 77.12 C 13 Westmont Drive Crystal Ranch Rd. Walnut Creek Rd. TH 597 33 17.91 C 14 Crystal Ranch Road CI'ifFroseAw - End (W)° TH- 1415 33 42.45 0001za CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map C No. 15 Stmt Name Doneva Road From Crystal RanchrRd -- To End (S). Trash Day TH Dimensions Slurry Seal Length Width (L.F.) (Feet) Type-4 Type 2 (ELT) (ELT) 396 33- 11.88 C 16 Summer Street Cliffrose Ave. End (W) TH 502 .33 i 15A6 C 17 Cliffrose Avenue Summer St WinterAve. TH 702 33 I 21.06 C 18. Oakglen Court Crystal Ranch Rd.- End -(,% TH 169 -- 3Q.- 4:61. C l9 r, Winter Avenue CIifR+ose Ave. End (Wy- TH 459- 33` 13.77", C 20 Peach Hill Road Tierra Rejada Rd. Williams Ranch Rd. 1030 38 41.2 C 21 Christian Barrett Drive Peach Hill Rd_- Trakrest Dr... F 966 41 36.01 C 22 Eimrock Avenue Blairwood Dr. Traiicrest Dr.-- F 686 33- 20.58 C 23 Trailerest Drive Christian Barrett Dr. Blairwood Dr. F 1135 33 34.05 C 24 Vinewood Christian Barrett Dr. End (E) F 444 33 13.32 C 25 Summer Shade Court Elrnrock Ave. End (S) F 264 33 7.92 C 26 Springtime lane Biairwood Dr. End (W) F 116 33 3.48 C 27 Biairwood Drive Christian Barrett Dr. Ashboume Ln. F 1331 33 39.93 C 28 Ashboume Lane Blairwood.Dr__ End.(.S . F 216 33 6.48 C 29 Wintergreen Lane- Hiddenflirw-Ct: - ErKf(W) W._ 539-- 33 16.17 CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map C No. 30 Street Name Sunny Slope Place From Hidden Pines Ct- To End (VIA Trash Day W Dimensions Slurry Seal Length.- Width- (L.F.) (Feet) Type- l- Type 2 (ELT) (ELT) 7201 33 6:03 C 31 Hidden Pines Court Tierra Rejada Rd. End (S) W 760 33 22.8 C 32 Canyonwood Court Hidden Pines Ct. End (E) W 697 33 20.91 C 33 Greentwsh Lane Traikxest Dr: End (E)- F 225 32 6:55 D T Shady Point Drive Candlewood CL* Cedarpine Ln. F 961 33: 28.83 D 2 Candiewood Court Christian Barrett Dr. End (E) F 486 33 14.58 D 3 Cedar Grove Lane Candlewood.U. End(S)._ IF 106 45 4.34 D 4 Cedarpine Lane Gunamoke-Rd. Christian BartettDr: F 1236 17- 41:57 - D 5 Cedarpine Lane Christian Barrett Dr. Christian Barrett Dr. F -1278 33 38.34 D 6 Grovedale Lane Cedarpine Ln. End (E) F 169 33 5.07 D 7 Woodiake Marwr Cedal** l„ nr End. (S}... F 301 33 9.03 D 8 Ashbrodc Lane Christian Barrett Dr. End (W) F 396 33 11.68 D 9 Shady Knoll Court Christian Barret Dr. End (S) F 132 33 3.96 D 10 Gunsmoke Road Cedarpine Ln__ End (E). W 803 33 24.09 D 11 Hilburn Court CedarpiwLfr. End (Er F 174 33 5.22 C,< `? (, 4 - CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map D No. 12 Street Name Deering Lane From Cedarpine Ln. To End-(E} Trash Day F Dimensions Slurry Seal Length Width- (L.F.) (Feet) Type-1- Type 2 (ELT) (ELT) 781 33 23:43 D 13 Donnybrook Lane Cedarpine Ln. End (E) F 1288 .36 I 42.15 D 14 Weeping Willow Drive Donnybrook Ln. End (E) F 1410 33 42.3 D 15.. Christian Barrett Drive Traftmt-Dc Southhampton Rd: F 3231. 41.. 120.43 -.. D 1tr Christian Barrett Drive Southhampton Rd:' Spring Rd. F 940- 4'P 35:04: D 17 Hatfield Court Weeping WAlow Dr. End (E) F 581 33 17.43 D 18 Southhampton Road Donnybrook Lr . Ransom Rd.. F 1357 37 45.64 D 19 Ransom Road Southhampton Rd. End {W� W 913 33- 27.39 - D 20 Kiesha Drive Southhampton Rd. End (E) W 570 33 17.1 D 21 Meeham Way Southhampton Rd. End (E) F 322 33 9.66 D 22 Willow Creek Lane End (N) End(S) F 1162 33 34.86 D 23 Oakaliff Drive Christian Barrett Dl: End-(N) F 517 33 15.51 D 24 Atwood Court Wiibw Creek Ln. End (E) F 333 33 9.99 D 25 Hargrove Court Willow Creek Ln.... End (E).. F 227 33. 38.1. G 1 Justin Court Harvesta- t• End (t4j TH-- 327 33 9.81 CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map G No. 2 Street Name Harvester Street From Tiena Rejada -Rd.- To Elderberry Av& Trash Day TH Dimernsiorm Slurry Seal Length, Width- &F.) (Feet) Type-4 Type 2 (ELT) (ELT) 692 36- 22.,65 G 3 Mountain Trail Street Tierra Rejada Rd. Walnut Creek Ave. 2244 37 87.4 G 4 Willow Hill Drive Willow Springs Dr. Mountain Meadow T 1769 33 53.07 G 5 Willow Forest Willow Springs Dr:- Mountain Meadow- T 1220 33 36.6 G 6 Willow Grave Court Willow Springs Dr. End -(E) T 454 33' 13:62 G 7 Summerglen Court Mountain Trail St End (N) F 491 33 14.73 G 8 Honeyglen Court Mountain Trail St End (N).. F 512 33. 15.36 G 9 Appleglen Court Mountain Trail St End (N)- F 491 33- 14.73 G 10 Skyglen Court Mountain.Trad St End (N) F 528 33 15.84 G 11 Cedarglen Court W&WACmek Rd. End (N) F 528 33 15.84 G 12 Mountain Meadow Drive TiemR*URd.- Walnut Creek -Rd. 1177 37 45.84 H 1 Stoneyglen Court Walnut Creek Rd:' End (NY F 312 33- 9.38 H 2 Forestgien Court Walnut Creek Rd. End (N) F 317 33 9.51 H 3 Autumnglen Court Walnut Creek.Rd_. End (N) F 465 33 L3.95. H 4 Walnut Creek Road MountakrT -n* St Sunn glen Or. 1975 37 76.92 000112 s= � CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map H No. 5 Street Name Sunset Meadow Court From Country-Mesdow Rd:, To End-(NY Trash Day F Dimensions Slurry Seal Length Width. (L.F.) (Feet) Type-1 Type2 (ELT) (ELT) 190 30 5.18 H 6 Mesta Meadow Court Country Meadow Rd. End (N) F 238 33 7.14 H 7 Terrac emeadow Court Country Meadow Rd. End (N) F 486 33 14.58 H 8- Sunrise Meadow Circle Teaxerneadow.CL _ End(E}- F 158• - 30.. 4:31 H 9- . Autumn Meadow Circle Country Meadow Rd:_ End (Ej F t58.. 30 4:31 H 10 Countrymreadow Road WOO Creek Rd. End (S) F 1832 37 61.62 H 11., Deermeadow.Street WalnutCrdekRd._ Country Meadow Rd._. F 649 37 21.83 H 12 Cedarmeadow Court Deermseclow St- End-(N}- F 259. 33- 7.77 H 13 Crescent Meadow Court Walnut Creek Rd. End (E) F 333 33 9.99 H 14 Sunnygien Drives Mamtain•Trad St Walnut Creek Rd. F 1583 33 46.89 H 15 Mountain Trai Street Walnut Crack Rd. End (E) F 892 33 26.76 K 2 Courtney Lane Tierra Rejada Rd. Penrose Ave. TH 137 37 4.61 K 3 Courtney Lane Penrose Ave. Elderberry Ave. TH 554 33 16.62 K 4 Penrose Avenue Nightingale St Harvester. St TH 956 33 28.68. K 5 Elderberry Avenue- Nigibigale-St Harvester-St. TH 1014 33 30.42 00 ' 1 11�lk CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map K No. 6 Street Name Heather Court From CourtrwLww To End-(N} Trash Day TH Danensiom Slurry Seal Length. Width. (LF.) (Feet) Type -1 Type 2 (ELT) (ELT) 195 33- 5:85. K 7 . Nightingale Street Penrose Ave. Elderberry Ave. TH 544 33 16.32 K 8 Shasta Avenue Sierra Ave. Los Angela Ave. W 2292 37 77.09 K 9 Lassen Avenue Shasta Ave. End (.V4 W 95 33 2.85 K 10 Whitney Avenue Sierra Ave. Palomar Ares. W 803 33" 24.09 K 11 Palomar Avenue Sierra Ave. Shasta Ave. W 407 33 12.21 K 12 Diablo Avenue Sierra Ava Shasta Ave. W 407 33 12.21 K 13 Everest Avenue Shasta Ave: End (E)- W 106 33-- 3:18 L 1 Sierra Avenue PokxkAer Ave. Shasta Ave. W 1948 37 65.52 L 2 Lassen Avenue Sierra Area. End (E) W 95 33 2.85 L 3 CamettAvenue PokxkDdwAva End.(S) W 840 37 28:25 L 4 McFadden Avenue Pokxkk er Ave. End (S).. W 824 37 2777. L 5 Second Strad MiNard St Harry St W 955 40 34.76 L 6 Second Street Moorpark Ave.... MOwd.St.. W 1473 57 76.33. L 7 Third Stred Moorpark-Avv Bard St W —929--- 60 50.67 orl.b,w,yr�`T" CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map L No. 8 Street Name Bard Street From Seccnd St To Third St Trash Day W Dimensions Slurry Seal Length Width (L.F.) (Feet) Type 1 Type 2 (ELT) (ELT) 723 50 32,86 L 9 Millard Street Dorothy Ave. Susan Ave. W 977 33 29.31 L 10 Millard Street Susan Ave. Los Angeles Ave. W 892 37 30 L 11 Sarah Avenue Millard St H&7fSt W 956 36 31.29 L 12- Susan Avenue MIIIerdSt . Harry St W 1024. W 3351.. L 13 Roberts Avenue Millard St Harry St W 1036 40 37.64 L 14 Esther Avenue Millard St.. Harrl(SL_ W 1035 Q. 37.64 L 15 Sherman-Avenue- Millard St Harty St W 1040 48- 37.82 L .16 Majestic Court Moorpark Ave. End (E) M&TH 702 44 28.08 L 17 Moorpark Avenue S!'O Loa-Angeles Ave. End (S) M&TH 1336 38 48.15 O 1 Charles Strad Spring Rod End (E) T 1721 37 57.89 O 2 Sir George Court Charles St End (N) T 454 29 11.97 O 3 Lucft Court Charles Street End (N) T 560 29 14.76 O 4 Luella Court Charles Street End (S) T 253 29 6.67 0 5 Warren Circle Charles Sba - End (N)-- T 222 29 5.85 CITY OF MOORPARK 1998 SLURRY SEAL PROJECT Map O No. 6- Street Name Hedyland Court From Charles Street-- TO End (S}- Trash Day T Dirromions Slurry Seal Length -- 11Vdth (LF.) (Feet) Type 1. Type 2 (ELT) (ELT) 502 - 29-. 1323.. O 7 Nogales Avenue Los Angeles Ave. Avenida Colania T 333 33 999 O 8 Avenida Colonia Nogales Ave. Los Angeles Pl. T 1082 33 32.46 R 1 College Heights Drive StoanDrain Channel- E. Westwood%. T 3564. 37- 119,88. R 2 Hastings Street Lafayette SV COltege Heights Dr. T 940.. 33• 28:2, R 3 Lafayette Street Hastings St. End (S) T 1177 33 35.31 R 4 Clemson Street College Heights.Dt.. CdleWHeighta Dr_ T 1014 33 30.42 U 1 Mallory Court End (W)-- End.(E).. M 1188 33 35.54 U 2 Braun Court End End (E) M 1436 33 43.08 U 3 Seitz Court End (W) End (E) M 834 33 25.02 U 4 Rahn Court Heaton Dr. End (W). •- M 407 33 12.21 U 5 Mahan Court Heston Dr. End(E)' M 275 33 8.25 U 6 Bitner Place Heaton Dr. End (Mf) M 259 33 7.77 U 7 Thionet Place Heaton Dr. End.(%. M 201 33. 8.03 U 8 Soana Court- Hewon-Dr.- Enc"W} M— 137 33 4.11 0061 ll C Fro CITY OF MOORPARK 1997 SLURRY SEAL PROJECT Map u No.. Street Name- 9 Stanley Court From Hearon Dr. To End (E) Trash Day M Dimensions Slurry Seal Length Width (L.F.) (Feet) Type 1 Type 2 (ELT) (ELT) 164 33 5 u 10 Hearon Dram N/O Mallory Ct. Collins Dr. M 2619 3T 88 C1 Peach Hill Park Parking Lots 26,144 square feet 23 N1 MetroLink Parking Lots 107,667 square feet 97 TOTAL j 3291 t 328 5% OF TOTAL I 165 16 TOTAL WITH 56/6 CONTINGENCY a4ss 346 0001172