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Home My WebLink AboutAD 85-1; Assessment District No. 85-1 Cannon Road; Cannon Road; 1989-11-30CITY OF CARLSBAD ASSESSMENT DISTRICT NO. 85-1 CANNON ROAD PRELIMINARY SPREAD November 30, 1989 NBS/LOWRY JOB NO: A68-015.024 Prepared by: NBS/LOWRY INCORPORATED Engineers & Planners San Diego, CA 92128 (619) 485-1500 TABLE OF CONTENTS PART I METHODOLOGY PART II COST ESTIMATES Street ° Zone 1 6 ° Zone 2 8 ° Zone 3 11 ° Zone 4 14 Bridge, at Macario Canyon 16 Water ° Zone 1 17 ° Zone 2 18 ° Zone 3 . 19 ° Zone 4 20 Summary of Street, Bridge and Water ° Zones 1 thru 4 21 Sewer '° Lift Station, Phases 1 thru 4 22 ° Gravity Sewer, Zones 1 thru 5 23 PART III PRELIMINARY ASSESSMENT SPREAD Street Zones 1 thru 4 25 Water Zones 1 thru 4 26 Sewer Breakdown of Cost vs. Fair Share . . . . '2 7 Sewer Zones 1 thru 5 28 Contribution/Reimbursment Schedule 33 Total Assessments ° Total Assessments by Assessor's Parcel ... 34 ° Total Assessments by Ownership 39 PART IV MAPPING ° Street and Water Benefit Area ° Sewer Benefit Area fl fl CITY OF CARLSBAD ASSESSMENT DISTRICT NO. 85-1 CANNON ROAD , METHODOLOGY This Preliminary Assessment Spread has been prepared for.the proposed Cannon Road Assessment District for the construction of Streets (which includes grading, bridge, street improvements, drainage, erosion control, and utilities). Water Facilities and Sewer Facilities (which includes gravity sewer system, lift station and forcemain) . All of these improvements are in Zones 1, 2, 3 and 4 of Cannon Road. The spreads in this report are subject to further review by the Policy 33 Committee of the City of Carlsbad and the concur- rence of. the City Council. The cost estimates included in this preliminary spread were taken from documents|\prepared by the design engineers for the various improvements.' The construction cost estimates were multiplied by 1.6 to arrive at total project costs to account for the following: Contingency . 15% Incidentals 21% Financing Costs Bond Discount 3% Bond Reserve 10% Capitalized Interest 0% The formula to arrive at a factor of 1.6 is: 1.15 X 1.21 = 1.3915 1,3915 / .87 = 1.5994 A68-015.02'*:11/30/89 Page 1 fl I I fl I fl n This preliminary spread does not include any costs for the acquisition of right-of-way in Zones 1, 2 and 4; However it does include an estimate of right-of-way cost in Zone 3. The street improvements include four lanes of paving for Zones 1, 2, 3 and 4. Street, water and sewer costs have each been spread sepa- rately and then summarized by Assessor's Parcel Number and by Owner. The methodology of this preliminary assessment spread has been based on the following:" istreets - Detailed cost estimates indicating the estimated costs for acquistion, grading, storm drain, roadway, utilities and erosion control for each zone are attached. Also included is a detailed estimated cost for the bridge at Macario Canyon. Average daily trips for each parcel was determined either by traffic studies or by net area multiplied by the average number of trips per day for each type of land use. Frontage for the parcels was measured from engineering maps or plans. The estimated costs for the inside lanes of Zones 1 through 4 and the entire cost of the Macario Canyon Bridge was spread to all four zones on the basis of average daily trips. A contribution by the City of Carlsbad (via SANDAG) for $3,450,000 has been indicated to reduce the assessment. The estimated costs for the outside lanes for Zones 1 and 2 have been spread to Zones 1 and 2 on the basis of front footage, A68-015.02'n11/30/89 Page 2 fl fl fl The costs for the outside lanes for Zones 3 and 4, have been: spread to the total frontage in Zones 3 and 4. The school property in Zone 4 has not been assessed eventhough it has . frontage along the proposed Cannon H 'Road, Furthermore, the undeveloped property belonging to SDG&E has not been assessed. Instead, this frontage assessment for the outside lanes along SDG&E property has been calculated and shown as a contribution by the City of Carlsbad, If the property, is developed,, then the City would be reimbursed for their contribution. fl fl fl fl fl B Water - This spread shows that the water improvements within Zones 1 through 4 have been spread on an equiva- lent dwelling unit basis respectively to Zones 1 through 4. These EDU's were calculated according to the most recent local facilities managment plan. The area of II benefit for the water improvements is the same as for the street improvements, fl B Sewer - The sewer improvements have been spread accord- ing to gallons per day calculated for each parcel H according to the most recent local facilities management plan. The area of benefit for the sewer improvements will ultimately be the sewer drainage basin consisting of Zones 1, 2, 3, 4 and 5, The initial assessment district may include only those parcels identified as Zones 1 and 2, or 1, 2, 3 and 4. The remaining area outside of these zone boundaries but within the sewer drainage H basin, identified as Zone 5, would pay a connection fee A68-015.02'f:11/30/89 Page 3 fl fl fl fl D B fl fl fl at the time that they are served. A calculation has been made showing the amount of this connection fee. The area identified as Zone lA has only been assessed for its proportionate share of the gravity sewer system H at the west end of Cannon Road, Zone lA was not assessed for the pump station, or force main since it is outside the drainage boundary of the pump station. This spread takes into account the timing of construc- tion and the necessity for contributions by the City of Q Carlsbad that will later be reimbursed by Oceanside and Vista when they connect. This spread analysis assumes that the construction of Zones 1 and 2 would require only the first phase of the pump station. Adding Zones 3 and 4 and the connection to Oceanside would require Phase Two and Three of the pump station. Finally Phase Four of the pump station would be required when Zone 5 H and the Vista connection is added to the sewer system. fl fl fl B fl H fl fl fl fl I The summary shows the proposed assessment listed by both property owner and by Assessor's Parcel Number. The total proposed assessment is determined by adding the three columns for each improvement (streets, water and sewer). A68-015.02't:11/30/89 - Page 4 fl fl fl fl n H I fl fl fl fl fl B fl fl fl fl H D NOVSHBER 16, 1989 EIHIBIT "A" COST ESTIHATK CANNON aOAD ASSESSBSNT DISTRICT ZONE 1 - PASEO DEL NORTE TO BACARIO CANYON CONSTEOCTION ITEH ACQUISITION CLEARING SICA7ATI0N PAVEHENT (INSIDE LANES) UEDIAN CORE CONCRETE NEDIAN LANDSCAPE NEDIAH SDRVE! HONOMENT CDRB IHLET B-1 24" RCP PAVEHEHT (OOTSIDE LANES) 6" CDRB 4 COTTER TYPE G {• PCC SIDEWALK CATCH BASIN TYPE ? CDRB INLET B-1 18- RCP 24- RCP 30' RCP STREET LIGHT PDLL BOX CONDOIT BROH DITCH SLOPE PLANTING THAFFIC SIGNAL TOTAL ACQDISITION GRADING TOTAL GRADING STORM DRAIN SYSTEM 18" RCP 24" RCP CDRB IHLET B-1 CLEANODT A-4 3.0 55,000 33,360 2,240 12,780 4.260 2 I 46 22,960 1,120 5,040 2 I 1.100 3§\ 60- 2 2 1.120 2.240 65,000 I AC CY SF SF SF SF EA EA LF SF LF SF EA EA LF LF LF EA EA LF LF SF EA $1,350.00 1.50 2.25 8.00 3.00 3.00 250.00 3.500.00 40.00 2.25 8.00 1.50 3,000.00 3,500.00 30.00 40.00 46.50 2,650.00 200. 00 27.50 7.50 0.45 100,000.00 QOANTITY ONIT ONIT COST ITEM COST )4,050 82,500 75.060 17,920 38,340 12.780 500 3,500 1,840 51.660 8.960 7.560 6.000 3.500 33,000 1,440 2,790 5,300 400 30,800 16,800 29,250 100,000 CLEAR & GRDB 1 LS $75,000 $75,000 EICA7ATI0H 264,500 CY 1.50 396,750 SLOPE.PLANTING 313,457 SF 0.45 141,056 4,628 LF . $30.00 138,840 170 LF 40.00 6,800 10 SA 3,500.00 35,000 3 EA 3,000.00 9.000 TOTAL INSIDE LANES OOTSIDE LANE: $1,663 33.971 75,060 17,920 38,340 12,780 500 3,500 1,840 41,176 $533,950 $226,755 $812,806 $252,332 $2,382 48,529 51,660 8,960 7,560 6,000 3,500 33,000 1.440 2.790 5.300 400 30,800 16,800 29,250 58,824 $307,195 $360,474 CANHOH\COST - DETAIL OF STREET ZONE 1 Page 6 B fl fl fl fl fl fl fl fl fl fl fl fl fl fl V fl fl fl 16, 1989 ZONE EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT 1 - PASEO DEL NORTE TO MACARIO CANYON TOTAL STREET IMPROVEMENTS UTILITY SYSTEM $1,281,705 STREET LIGHT 20 SA $2,650.00 53,000 POLL BOX 20 SA 200.00 4,000 CONDDIT 5.400 LF 27.50 148,500 TOTAL DTILITY SYSTEM $205,500 EROSION CONTROL ROCK BAG 14,340 EA 1.25 17,925 TOTAL EROSION CONTROL TOTAL STREET COHSTROCTION REACH 1 INCIDENTIALS, CONTINGENCIES. AND FINANCING (1.3915 /.87) TOTAL STREET COST CANNON\COST - DETAIL OF STREET ZONE 1 $17,925 $2,927,525 . 1.754,833 $4,682,358 $652,937 $0 $0 CONSTEOCTION ITEM QUANTITY ONIT ONIT COST ITEM COST TOTAL . INSIDE LAKES OOTSIDE LANS: CATCH BASIN F 3 SA 3,000.00 9,000 . HEADHALL 7 SA 3,500.00 24.500 BROU DITCH D-75 6,380 LF 7.50 47,850 8IP-RAP . 30 CY 135.00 4,050 SPLASH HALL 1 SA 600. 00 600 TOTAL STORM DRAIN SYSTEM $275,640 $113,499 $162,141 STREET IMPROVEMENTS PAVEMENT (INSIDE LANES) 142.498 SF $2.25 320.621 320.621 MEDIAN CDRB B-1 9,832 LF 8.00 78.656 78.656 CONCRETE MEDIAN 62,620 SF 3.00 187.860 187,860 LANDSCAPE MEDIAN 21.600 SF 3.00 64,800 64.800 SORVEY MONDMENT 4 SA 250. 00 1.000 1.000 PAVEMENT (OOTSIDE LANES) 167.465 SF 2.25 376,796 1.000 376.796 6" CDRB 4 COTTER TYPE G 10.928 LF 8.00 87,424 87.424 4" SIDS»ALZ 57,970 SF 1.50 86,955 86.955 GOARD RAIL 2.503 LF 31.00 77.593 77.593 $628,768 $205,500 $17,925 $1,245,522 $1,682,004 746,597 1,008,236 $1,992,119 $2,690,239 Page 7 H B I fl fl U fl fl H fl fl fl fl NOVEMBER 16, 1989 EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT ZONE 2 - MACARIO CANYON TO EL CAMINO REAL CONSTRDCTIOH ITEM ACQUISITION IMPROVEMENTS TOTAL ACQUISITION GRADING SURCHARGE REMOVAL • FILL PREPARATION 25,710 2.07 C.Y. i.e. 1.50 2,450.00 TOTAL TO PREPARE CAHHOH ROAD STORM DRAIN SYSTEM QUANTITY ONIT DNIT COST ITEM COST CLEARING AND GRUBBING 19.5 AC. 1,350. 00 26.325 FILL PREPARATION 18.4 AC. 2,450.00 45.080 EXCAVATION 63,435 C.Y. 1.00 63.435 IMPORT 321,624 C.Y. 1.50 482.436 SLOPE PLANTING 4 IRRIGATION 177.000 S.F. 0.45 79,650 24" RCP STORM DRAIN 878 L.F. 40.00 35.120 30" RCP STORM DRAIN 170 L.F. 46.50 7,905 36" RCP STORM DRAIN 245 L.F. 54.00 13,230 42" RCP STORM DRAIH 169 L.F. 65.00 10,985 CUT OFF HALLS 3 SA. 750. 00 2,250 TYPE A-4 CO. 3 SA. 2,000.00 6,000 HSADMALLS 4 SA. 2,000.00 8,000 CMP EISER 3 SA. 2.000.00 6,000 MOD B. IHLET 2 SA. 4.000.00 8,000 RIP RAP 121,380 S.F. 5.00 606,900 LAGOON AREA ENHANCEMENT 243,200 S.F. 0.50 121,600 38.565 5.072 18" RCP 288 LF $30.00 $8,640 24" RCP 264 LF 40.00 10,560 30" RCP 1.085 LF 46.50 50,453 42" RCP 61 LF 65.00 3.965 CURB OOTLET 2 SA 2,500.00 5,000 CURB INLET B-1 2 SA 3,500.00 7.000 CURB INLET B 5 SA 2,950.00 14.750 CLEANOUT A-4 3 SA 2,000.00 6.000 CLEAHODT A-5 1 SA 2,500.00 2.500 CDRB INLET J 3 SA 2.500.00 7,500 INLET APRON D-39 1 SA 750. 00 750 INLET APRON D-39.I 1 SA 750.00 750 24" RCP PLDG 1 SA 300.00 300 EIP RAP (D-40) 1 LS 1.250.00 1,250 TOTAL INSIDE LANES OUTSIDE LANES $1,522,916 $627,083 $895,833 $43,637. $17,968 $25,669 CANNON\COST - DETAIL OF STREET ZONE 2 Page 8 fl NOVEMBER 16. 1989 EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT- ZONE 2 - MACARIO CANYON TO EL CAMINO REAL CONSTRUCTION ITEM QUANTITY UNIT ONIT COST ITEM COST TOTAL INSIDE LANES OOTSIDE LANES HEADWALL TYPE "U" REMOVE DOHN DRAIN TOTAL STORM DRAIN SYSTEM 4 SA 1,000.00 45 LF 10.00 450 $123,868 $51,004 $72,863 STREET IMPROVEMENTS 5" A.C./6" C.T.B. PAVEMENT 320,741 S.F. $2.75 $882,038 $363,192 $518,846 6" TYPE "B-1" CDRB 8.973 L.F. 5.50 49,352 49,352 6" TYPE •B-2" CDRB 4 GUTTER 904 L.F. 5.45 4,927 4,927 6" A.C. BEBM 10.646 L.F. 3.25 34,600 33,508 1,092 2 FT STEEET UNDERCUT 35.600 CY. 1.50 53,400 21,988 31,412 STAMPED COHC MEDIAN 63.225 S.F. 3.50 221,288 221,288 STREET TREES 52 SA. 75.00 3,900 3,900 P.CC. APPROACH SLAB 1.920 S.F. 2.35 4,512 1,858 2,654 RSIHF. COHC. BRIDGE 13,260 S.F. 75.00 994,500 409,500 585,000 CITY MOHUMENTS 8 SA. 250. 00 2,000 2,000 SUBGRADE PEEP. 320,741 S.F. 0.10 32.074 13,207 18,867 STEIPING 52.800 L.F. 0.10 5,280 2,174 3,106 4" P.CC SIDEHALK 48.295 S.F. 1.35 65,198 65,198 TYPE "G" CURB 4 GUTTER 9.659 L.F. 5.50 53,125 53.125 STREET LIGHTS; 180H 21 SA. 2.100.00 44,100 44,100 GDARDBAIL 248 l.F. 30.00 7,440 7,440 DEIVEHAY APPEOACH 4 SA. 400.00 1,600 1,600 PSD BAMP 4 SA. 120.00 480 480 EEMOVE A.C BERM 10.310 L.F. 0.50 5,155 5,155 BOS STOP 4 SA. 2,500.00 10,000 10,000 STREET NAME SIGNS 1 SA. 200. 00 200. 200 TOTAL STREET IMPROVEMENTS OTILITY SYSTEM JOINT TRENCHING SLECTHICAL DOCT 6-5" TELEPHONE DOCT 4-4" CABLE TV DOCT 2-3" STEEET LIGHT DUCT 2-2" ELECTRICAL VAULT TELEPHONE VAOLT TOTAL OTILITY SYSTEM $2,475,167 10.600 L.F. $12.00 127,200 5,300 L.F. 21.00 111,300 5,300 L.F. 12.00 63,600 5,300 L.F. 5.50 29.150 5.300 L.F. 3.00 15,900 9 SA. 7.500. 00 67.500 3 SA. 6.000.00 18.000 $1,126,893 $1,348,275 $432,650 $0 $432,650 CANHOH\COST - DETAIL OF STREET ZOHE 2 Page 9 HOVSMBER 16, 1989 EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT ZONE 2 - MACARIO CAHYOH TO EL CAMIHO REAL CONSTRUCTION ITEM QUANTITY UNIT ONIT COST ITEM COST TOTAL INSIDE LANES OOTSIDE LANES EROSION CONTROL TOTAL STREET CONSTRDCTIOH REACH 2 INCIDENTIALS, COHTIHGENCIES, AHD FIHAHCIHG (1.3915 /.87) TOTAL STEEET COST REACH 2 $0 $0 $0 $4,598,237 2.756,299 $7,354,536 $1,822,948 $2,775,289 1,092,721 1.663,579 $2,915,669 $4,438,868 CAHHOH\COST - DETAIL OF STREET ZONE 2 Page 10 NOVEMBER 16. 1989 EXHIBIT "A" COST ESTIMATE CAHHOH ROAD ASSESSMENT DISTRICT ZONE 3 fl COHSTEDCTIOH ITEM QOANTITY ONIT DHIT COST ITEM COST TOTAL INSIDE LANES OOTSIDE LANES GEADING CLEA8IHG 4 GBDBBING 13 AC . $1,350. 00 $17,550 FILL PBEPARATION 7 AC 2.450.00 17,150 EXCAVATION 74.000 CY 1.50 111,000 SLOPE PLANTING 4 IRRIG 136.000 SF 0.45. 81,200 TOTAL GRADING $206,900 $85,194 $121,706 STOEM DRAIH SYSTEM 18" RCP 272 LF $30.00 8.160 30" RCP 372 LF 50.00 18.600 36" RCP 186 LF 60.00 11.160 COEB INLET B 2 SA 3.000.00 6,000 CDEB IHLET B-1 6 SA 3.500.00 21.000 JDHCTIOH STEOCTOEE 4 SA 500. 00 2.000 COHCEETE DITCH D-75 260> LF 7.50 1,950 18"-24" HINGED HEADHALL S\ SA 3,500.00 3,500 30'-36" HINGED HEADHALL 4 SA 4,000.00 16,000 4' I 8' BOX CDLVEET 2385 LF 400.00 95,200 TEPL 5' I 10' BOX CDLVEET 140 LF 1,600. 00 224,000 BOX CDLVEET HIHGHALL 4 SA 4,000.00 16,000 RIP RAP 1/4 - 1/2 TON 1,.750 CY 135.00 236,250 TOTAL STOEM DRAIN SYSTEM $659,820 $271,691 $388,129 STREET IMPROVEMEHTS 6" COEB 4 COTTER TYPE G 7,500 LF $8.00 60,000 60,000 6" CDRB TYPE B-1 7,250 LF 8.00 58,000 58.000 6" DIKE TYPE A 600 LF 5.00 3,000 2,000 1,000 4" P.CC. SIDEHALK 37,500 SF 1.50 56,250 56.250 2" A.C SIDEHALK 1,000 SF . 0.70 700 700 5"AC/6"CTB PAVEMENT 239,000 SF 2.25 537,750 221.426 316.324 6" PCC IHLET DEPRESSlOH 700 SF 5.00 3,500 3.500 PAVED MEDIAH 43,400 SF 3.00 130,200 130,200 MEDIAN LANDSCAPING 19,000 SF 3.00 57,000 57,000 LANDSCAPE 4 lERRIGATIOM 50,000 SF 1.30 65,000 ' 65,000 PAEKHAY STREET TESES 190 SA 75.00 14.250 14,250 MEDIAH STREET TREES 38 EA 75.00 2.850 2,850 PEDESTRIAN RAMP 2 SA 120.00 240 240 STREET HAME SIGH 2 EA 250.00 500 500 CAHNON\COST - DETAIL OF STREET ZONE 3 Page 11 fl NOVEMBER 16, 1989 EXHIBIT "A" . COST ESTIMATE CAHHOH ROAD ASSESSMENT DISTRICT ZOHE 3 CONSTRUCTION ITEM QUANTITY UNIT OHIT COST ITEM COST TOTAL IHS IDE LAHES OOTSIDE LANES SORVEY MONUMENT 7 SA 250.00 STREET LIGHT (22.000 L) 14 SA 2,650.00 TRAFFIC SIGNAL 1 SA 125,000.00 TOTAL STREET IMPROVEMENTS OTILITY SYSTEM JOINT TRENCH 3,900 HIGH PEESS GAS MAIN 3,900 BLECTEICAL COHDOIT 3,900 TELEPHONE CONDDIT 3,900 CABLE TV CONDDIT 3,900 STEEET LIGHT CONDDIT 4,500 PDLL BOX 21 ELECTEICAL VAOLT 4 S TELEPHONE VADLT 2 E CABLE TV SHITCH BOX 2 S TOTAL UTILITY SYSTEM EEOSIOH COHTROL SAHDBAG 1,440 SA HOCKBAG 720 SA TOTAL EEOSIOH COHTROL TOTAL STREET COHSTRUCTIOH REACH 3 INCIDENTIALS, CONTINGENCIES. AHD FINANCING (1.3915 /.87) TOTAL STEEET COST. 1.750 37,100 125,000 $10.00 39,000 25.00 97,500 21.00 81.900 12.00 46,800 5.50. 21,450 3.00 13,500 200.00 4.200 7,500.00 30.000 6,000.00 12.000 1,000.00 2.000 $1.25 1.800 1.25 900 $1,153,090 $348,350 $2,700 $2,370,860 1.421.153 $3,792,013 1,750 51,471 $524,697 $0 $0 $881,582 528.442 $1,410,024 37.100 73.529 $628,393 $348,350 $2,700 $1,489,278 892,711 $2,381,989 PEOEATION TO INSIDE LAHSS HAS BASED ON THE IHSIDE LAHES PERCENTAGE OF 42/102. CANNON\COST - DETAIL OF STREET ZONE 3 Page 12 NOVEMBER 16, 1989 EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT ZOHE 3 CONSTRUCTION ITEM QOANTITY OHIT DHIT COST ITEM COST TOTAL EIGHT-OF-HAY 9.006 ACRE 10,000.00 -90,060 15.582 ACHE 9,000.00 140,238 CAHHON\COST - DETAIL OF S-O-H ZONE 3 $230,298 CONTIHGEHCIES (25X) 57.575 TOTAL RIGHT-OF-HAY ZONE 3 $287,873 Page 13 fl 1 fl I fl NOVEHBEE 16, 1989 EXHIBIT "A" COST ESTIMATE CAHHOH ROAD ASSESSMEHT DISTRICT ZOHE 4 COHSTRUCTIOH ITEM ' QOAHTITY DHIT OHIT COST ITEM COST TOTAL IHSIDE LAHES OUTSIDE LAHES GRADIHG CLEAEING 4 GROBBIHG 19 AC $1,350. 00 $25,650 FILL PEEPABATIOH 12 AC 2,450.00 29,400 SXCAVATIOH 119,000 CY 1.50 178,500 IMPORT 54,000 CY 1.50 81.000 SLOPE PLANTING 4 IRRIG 334,000 SF 0.45 150,300 TOTAL GRADING $464,850 $191,409 $273,441 STOEM DEAIH SYSTEM 18" ECP 637 LF $30.00 19,110 24" ECP 424 LF 40.00 16,960 30" ECP 290 LF 50.00 14,500 36" ECP 226 LF 60.00 13,560 78" ECP 1,392 LF 250.00 348,000 COEB INLET B-1 10 SA 3,500.00 35,000 COBB IHLET B-2 2 EA ' 4,000.00 8,000 CLEANODT A-8 3 SA 6,000.00 18,000 CLEAHOOT A-4 1 SA 6,000.00 6,000 IHLET APROH 2 SA 750.00 1,500 COHCRETE DITCH D-75 4,250 LF 7.50 31,875 SPLASH HALL 1 SA 600.00 600 18"-24" HIHGED HEADHALL 2 SA 3.500.00 7.000 30"-36" HIHGED HEADHALL 3 SA 4.000.00 12,000 18"-24" L HEADHALL 2 EA 850. 00 1,700 30--36" L HEADHALL 2 SA 1.000.00 2,000 78" L HEADHALL I SA 4.000.00 4,000 RIP RAP 1/4 - 1/2 TOH 85 CY 135.00 11,475 GABIOH ENEEGY DISSIFATOE 1 EA 20,000.00 20,000 TOTAL STOEM DRAIH SYSTEM $571,280 $235,233 $336,047 STREET IMPROVEMEHTS 6" CDEB 4 GOTTSR TYPE G 6" CORB TYPE B-1 6" DIKE TYPE A 4" P.CC SIDEHALK 2" A.C SIDEHALK 5"AC/6"CTB PAVEMENT 6" PCC INLET DEPRESSION 10,700 LF $8.00 85,600 85,600 8,950 LF 8.00 71,600 71.600 2,800 LF 5.00 14,000 11,500 2.500 53,500 SF 1.50 80.250 11,500 80.250 2,400 SF 0.70 1,680 1,680 351,000 SF 2.25 789.750 325,191 464,559 1,300 SF 5.00 6.500 6.500 CANNON\COST - DETAIL OF STREET ZONE 4 Page 14 NOVEMBER 16, 1989 EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT ZONE 4 CONSTRUCTION ITEM QOAHTITY OHIT DHIT COST ITEM COST TOTAL INSIDE LANES OUTSIDE LANES PAVED MEDIAN 63.700 SF 3.00 191,100 191,100 MEDIAN LANDSCAPIHG ti.m SF 3.00 83,400 83.400 LAHDSCAPE 4 IBBEIGATION 82,500 SF 1.30 107.250 107,250 PAEKHAY STEEET TREES 285 SA 75.00 21.375 21.375 MEDIAN STEEET TRESS 57 SA 75.00 4.275 4,275 STREET HAME SIGN 1 SA 250. 00 250 250 SURVEY MOHUMEHT 8 SA 250.00 2,000 2,000 STREET LIGHT (22,000 L) 21 EA 2,650.00 55.650 55,650 TRAFFIC SIGNAL 1 LS 225.000.00 225,000 92,647 132,353 TOTAL STEEET IMPEOVKMENTS OTILITY SYSTEM JOINT TEKNCH HIGH PEESS GAS HAIH ELECTEICAL COHDOIT TELEPHOHE COHDOIT CABLE TV CONDOIT STEEET LIGHT CONDOIT POLL BOX ELECTEICAL VAOLT TELEPHONE VAOLT CABLE TV SHITCH BOX TOTAL OTILITY SYSTEM EROSION COHTROL SAHDBAG BOCKBAG TOTAL EEOSIOH CONTROL TOTAL STREET COHSTEDCTIOH REACH 4 INCIDEHTIALS, COHTIHGEHCIBS. AND FINANCING (1.3915 /.87) TOTAL STEEET COST REACH 4 8,000 LF $10.00 60.000 6.000 LF 25.00 150,000 6.000 LF 21.00 126,000 6.000 LF 12.00 72,000 6,000 LF 5.50 33,000 6,800 LF 3.00 20,400 32 SA 200.00 6,400 6 SA 7,500.00 45,000 3 SA 6,000.00 18,000 3 BA 1.000.00 3,000 7,280 SA $1.25 • 9,100 3,640 BA 1.25 4,550 $1,739,680 $781,713 $533,800 $0 $13,850 $3,323,260 1,992,046 $5,315,306 $0 $957,967 $533,800 $13,650 $1,208,355 $2,114,905 724,319 1,267,728 $1,932,674 $3,382,633 PRORATION TO INSIDE LAHES HAS BASED OH THS IHSIDE LANES PERCENTAGE OF 42/102. CANNOH\COST - DETAIL OF STREET ZOHE 4 Page 15 fl HOVEMBBR 16, 1989 EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT BRIDGE . CONSTIUCTION ITEM QOAHTITY DNIT ONIT COST ITEM COST BRIDGE STRDCTUSE EXCAV BRIDGE 881 CY $40.00 $35,240 STEOCTOEE EXCAV TYPK-D 986 CY 250.00 246.500 STEOCTOEE BACKFILL 519 CY 55.00 28.545 FDEHISH STEEL PILIHG HP 12X74 1,511 LF 26.00 39,286 DRIVE STEEL PILING HP 12X74 64 BA 1,200. 00 76.800 FDEHISH STEEL PILIHG HP 14X117 15.370 LF 45.00 691.650 DEIVE STEEL PILING HP 14X117 148 SA 2,000.00 296.000 BAE BSINFORCIHG STEEL 570.950 LS 0.50 285.475 PRESTRESSING CAST-IN-PLACE 1 LS 103,020.00 103.020 STROCTURAL COHCEETE FOOTING 562 CT 280.00 157.360 STRUCTURAL COHCRETE BRIDGS 2.710 CY 370. 00 1,002,700 STRUCTORAL CONCRETE APPEOACH 66 CY 300.00 19.800 JOINT SEAL ASSEMBLY ME : 2 1/2 130 LF 225.00 29,250 TOBOLAE HAHDEAILIHG 984. LF 30.00 29.520 CONCRETE BARRIER TYPE 25 98i LF 40.00 39,360 COHCRETE BAEEIEE TYPE 26 98|. LF 70.00 68.880 HISCELLAHEOUS METAL 5.000 : LS 1.00 5,000 BRIDGE LIGHTING i LS 6.000.00 6,000 TOTAL TOTAL BRIDGS CONSTRDCTIOH $3,160,386 MOBILIZATION (lOS) ' 316.039 SUBTOTAL $3,476,425 INCIDENTIALS. COHTIHGENCIES, AND FIHAHCIHG (1.3915 /.87) 2,083,857 TOTAL BRIDGE COST $5,560,281' CAHHOH\COST - DETAIL OF BBIDGE Page 16 HOVEMBEB 16, 1989 EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT ZOHE 1 - PASEO DEL HORTE TO MACARIO CANYON CONSTRUCTION ITEM QUANTITY UNIT OHIT COST ITEM COST TOTAL HATER SYSTEM 12" MAIN 6,375 LF $19.00 121,125 12" GATE VALVE 14 EA 1,200.00 16,800 BOOST PUMP STATION 1 SA 50.000.00 50,000 TOTAL HATER CONSTRUCTION REACH 1 $187,925 INCIDENTIALS, CONTIHGEHCIES, AHD FIHAHCIHG (1.3915 /.87) 112,647 TOTAL HATEE COST "'$30U72' CAHNON\COST - DETAIL OF HATER ZONE 1 ^^9® 11 fl fl fl NOVEMBER 16, 1989 EXHIBIT "A" COST ESTIMATE CANNON ROAD ASSESSMENT DISTRICT ' ZOHE 2 - MACARIO CAHYOH TO EL CAMINO REAL 8" MAIN 46 L.F. $15.50 $713 14" MAIH 5,136 L.F. 24.00 123,264 16" MAIN 46 L.F. 30.00 1,380 14" D.I.P. 151 L.F. 50.00 7,550 8' GATE VALVE 2 SA. 600. 00 1,200 14" GATE VALVE 7 BA. 1,250.00 8,750 14"/14"/8" TEE 2 BA. 700.00 1,400 14"/14"/12" TEE 2 BA. 1,050.00 2,100 THRUST BLOCKS 6 SA. 250. 00 1,500 BLOH-OFF 2" 3 BA. 550. 00 1,650 HOT TAP 1 BA. 2,500.00 2,500 MANUAL AIR RELEASE VALVE 8 BA. 1,000.00 8,000 2" AVA I SA. 2,000.00 2,000 ADJUST CASTINGS TO GRADE 17 SA. 150.00 2,550 BND CAP ASSY 1 BA. 150.00 150 FIES HYDRANT 6 BA. 2,000.00 12,000 COHSTEDCTIOH ITEM QOAHTITY DHIT OHIT COST ITEM COST TOTAL HATER SYSTEM TOTAL HATER COHSTEDCTIOH REACH 2 $176,707 IHCIDEHTIALS, COHTIHGENCIES, AHD FIHAHCIHG (1.3915 /.87) 105,923 TOTAL HATER COST $282,630 CAHHOH\COST - DETAIL OF HATBE ZOHE 2 Page 18 NOVEHBEE 16, 1989 EXHIBIT "A" COST ESTIMATE CAHHOH EOAD ASSESSMEHT DISTBICT ZOHE 3 COHSTBUCTIOH ITEM HATEE SYSTEM QUANTITY UNIT UNIT COST ITEM COST TOTAL HATER COHSTRUCTIOH REACH 3 INCIDENTIALS, CONTINGENCIES, AND FINANCING (1.3915 /.87) TOTAL HATER COST REACH 3 14" ACP MAIH 4.000 LF 27 00 108,000 2" AIE RELEASE VALVE 2 BA 1,000 00 2,000 2" BLOH-OFF ASSEMBLY 1 SA 900 00 900 14" BUTTERFLY VALVE 6 BA 2.000 00 12,000 FIRE HYDRANTS 10 BA 2,000 00 20,000 PRESSUBE EEDUCIHG STATION I BA 50,000 00 50,000 TOTAL $192,900 115,629 $308,529 I CAHHOH\COST - DETAIL OF HATER ZONE 3 Page 19 fl NOVEMBER 16, 1989 EXHIBIT "A" COST ESTIMATE CAHHOH SOAD ASSESSMENT DISTRICT ZONE 4 COHSTRUCTIOH ITEM QOAHTITY UNIT OHIT COST ITEM COST TOTAL HATER SYSTEM 10" ACP MAIN 2,700 LF $21. 00 $56,700 14" ACP MAIN 1,900 LF 27. 00 51.300 16" ACP MAIH 1,400 LF 30. 00 42,000 2" AIS EELEASE VALVE 3 BA 1,000. 00 3,000 2" BLOH-OFF ASSEMBLY 3 SA 900. 00 2.700 10" GATE VALVE 8 SA 900 00 7,200 14" BUTTEEFLY VALVE 6 BA 2,000. 00 12,000 16" BUTTEEFLY VALVE 2 BA 4,000 00 8.000 FIEE HYDEANTS 15 BA 2,000 00 30,000 PBESSDBE BEDOCIHG STATIOH 2 BA 50,000 00 100,000 TOTAL HATER COHSTRUCTIOH REACH 4 INCIDENTIALS, CONTIHGEHCIES, AND FINANCING (1.3915 /.87) TOTAL HATER COST REACH 4 $312,900 187,560 $500,460 CAHHON\COST - DETAIL OF HATER ZONE 4 Page 20 ~o c~~i fj3 c-^ <:> irt 03 I I r-< c-i o cn r-» (-0 S — -o CO cu I ut U-T 03 cn OT as ^o CO c-» c-4 eo CO I CQ cn I cn cn 00 — CO 03 o o o o -o ' C^- M ro I « —« o- •o -o <=> «=. ^ ^ ~o tji = ll to : I'O -o r--. f-j I—) c-^ iri o m -O —• ro II in II — — 11 o» II 00 03 II in UT II ro r-^ u-» 11 —• ~a c3 -o cy- o o ly u-> o -a ro ro CO cn in CN* ^ ro -O ro — » — r- O O O- O ro M m u") ro ro HI m r>t II —• « 11 ro ro II r-^ ro CM ro ro UT CM CNI » tNi r>- rvT' in — ^ ,. r~. n r— r^. 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II QC C=l II CJ II cn ' CO — h— «r — CO 4X <X Page 21 fl fl NOVEHBER 29, 1SS9 EKHieiT "A" CO.ST ESTIMATE CANNON ROAO ASSESS!1ENT DISTRICT LIFT STATION CCNSTRiJCTIQN ITEH QUANTITY UNIT UNIT COST ITEH COST TOTAL PHASE 1 (TO 2 .5 KSD) 1,000,000 SF'O AVS LIFT STATION • I EA. 2,000,0C'i) 2,000,000 PUflPS 2 EA. 10*0,000 200,000 FGRCEHAIN LINES 2 EA. 500,000 1,000,000 mmm 1 EA. m,m 12.5,000 INCIDENTIALS, CONTINGENCIES, AND FINANCING {1 ..3915 /.87) 1!993!o89 TOTAL FHA.SE 1 $5,318,089 PHASE 2 (TO 5.0 m) 2,000,000 GPD AVG PUflPS 1 EA. 100,000 100,000 GENERATOR 1 EA. 125,000 125,00;) VARIABLE. .SPEED C<RIVES 3 EA, 50,i)i)0 150,000 $375 0()0 INCIDENTIALS, CONTINGEfiCIES, AND FINANCING (1.3915 /.87) l24',784 TOTAL PHA.SE 2 $599,784 PHASE 3. (TO 7.5 fIGO) 3,000,000 &?0 AVS PUHPS I . EA. 100,000 100,000 VARIABLE SPED DRIVES 1 EA. 50,000 50,000 $1.50,000 INCIDENTIALS, 03NTINGBICIES, AND FIfiANCING (1.3915 /.87) . 89,514 TOTAL PHA.SE 3 $239,914 PHASE 4 (TO lOf^GD) 4,000,000 GPD AVG PUJIPS 1 EA. 100,000 100,000 VARIABLE SPEED DRIVES 1 EA. .50,000 50,000 $1.50,000 INCIDENTIALS, CONTINGENCIES, AND FINANCING {1.3915 /.87) 89,914 TOTAL PHA.SE"4 . ' . .; $239,914 TOTAL LIFT .STATION • $6,397,701 Page 22 «x cu o i~ <r CO C_l «X CJ I 1 II C3 x: 11 II UJ tl II K— II •O o o <=• •=> -o •=> •=> c» <o •=> •:rr' •=> CO o ! -~o I uo • I CO I _r UT O- — CM V c:> o m in oooo —^ r^ o r-. 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' CM CH C4 CNI CH CH CH <-•* r-4 r4 C-* CH CH ^ iCHCHCHCHCHCHCHr4eN|CHCN4eNtCHCJ Page! 26 •SEWER BREAKDOWN OF COST VS. FAIR SHARE NOVEMBER 23, 1989 SEWER SYSTEM ESTIMATE FLOW RATES: ZONE lA ZONE 1 & 2 ZONE 3 2* 4 OCEANSI C€ ZONE .5 VI.ST A CAPACITY 166,2.51 682,735 475,006 1,000,000 726,616 1,000,000 •STATION ACCUMULATIVE 0 682,735 1, t57,741 2,1.57,741 2,884,3^57 3,884,.3.57 GRAVITY SEWcf ACCUMULATIVE 166,251 848.986 1,323,992 2,323,992 3,050,608 4,050,60S FAIR SHARE COST PER GPD; SEWER SYSTEM TOTAL COST $3,286,725 TOTAL GPD 4,0^50,608 DOLLAR/GPD $0.81142 PUMP STATION TOTAL COST $6,397,701 TOTAL GPD 3.884,.3.57 DOLLAR/GPO $1.64704 CANNON\COST Page 2 7 ;r _J u-? -:i: UJ 1^ ~ UJ o:- iri:: I - I i-l >!::? r-j '•it S « i~t oi- CJ-? a. H- UJ &3 I-U Cll' £ —J 3 • tr> c I—^ o-r-. o- o ij? u:< CO OH INN cc^ C N o-r-o CO -Xl ro -4 | r-- it»N »j^i u:" C'"? ON ers I— -.Ll-- u> CC' r-J r-^ —• CTl CJO '^1 ' o- '-C. ic--- r— »^ ^•-1 r-l- c5. o- o- i:*:. u;. h- c5 • o o o- o < > O- <=? 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