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Agenda 07/12/2016 Item #16A 9
7/12/2016 16.A.9. EXECUTIVE SUMMARY This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Caymas Phase One, (Application Number PL20150001759) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. OBJECTIVE: To have the Board of County Commissioners (Board)approve for recording the final plat of Caymas Phase One, a subdivision of lands located in Section 11, Township 50 South, Range 26 East, Collier County, Florida, following the alternative procedure for approval of subdivision plats pursuant to Resolution 99-199. This procedure allows for the Board to approve the plat and associated construction documents for construction purposes and recording purposes concurrently. CONSIDERATIONS: The Development Review Division of the Growth Management Department has completed the review of the construction drawings, specifications, and final plat of Caymas Phase One. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the San Marino PUD, Ord. 15-30. All fees have been paid. Security in the amount of 10% of the total cost of the required improvements, and 100% of the cost of any remaining improvements, together with a Construction and Maintenance Agreement for Subdivision Improvements, shall be provided and accepted by the County Manager or his designee and the County Attorney's office prior to the recording of the final plat. This procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code. Staff recommends that the final plat of Caymas Phase One be approved for recording. FISCAL IMPACT: The project cost is $3,130,674.48 (estimated)to be borne by the developer. The cost breakdown is as follows: a) Water& Sewer $1,290,333.03 b) Drainage, Paving, Grading $1,840,341.45 The Security amount, equal to 110%of the project cost,is $3,443,741.93 The County will realize revenues as follows: Fund: Growth Management Fund 131 Agency: County Manager Cost Center: 138327--Land Development Services Revenue generated by this project: Total: $95,905.23 Packet Page-233- 7/12/2016 16.A.9. The Fees are based on a construction estimate of$3,130,674.48 and were paid in December, 2015. The breakdown is as follows: a) Plat Review Fee($1,000.00+$5./ac) $ 1,985.00 b) Construction Drawing Review Fee Water& Sewer(.75%const. est.) $ 9,677.50 c) Drainage,Paving, Grading (.75%const. est.) $13,802.56 d) Construction Inspection Fee Water&Sewer(2.25%const. est.) $29,032.49 e) Drainage,Paving, Grading (2.25%const. est.) $41,407.68 GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation, except when the applicant elects to delay obtaining a COA for non-residential developments that are required to obtain approval of a site development plan prior to the issuance of a building permit. LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for Board approval. -SAS RECOMMENDATION: To approve the final plat of Caymas Phase One (Application Number PL20150001759)for recording with the following stipulations: 1. Approve the amount of$3,443,741.93 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Growth Management Department. 2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager or his designee: a. To withhold Certificates of Occupancy until the required improvements have received preliminary acceptance. b. To delay recording of the plat until suitable security and an appropriate Construction and Maintenance Agreement is approved and accepted by the County Attorney's office and the Board of County Commissioners or the County Manager or his designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division, Growth Management Department Attachments: 1)Location Map 2)Plat Map 3) Opinion of Probable Cost Packet Page -234- 7/12/2016 16.A.9. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.9. Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Caymas Phase One, (Application Number PL20150001759) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 7/12/2016 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior, Development Review 6/6/2016 11:15:22 AM Approved By Name: PuigJudy Title: Operations Analyst, Operations &Regulatory Management Date: 6/7/2016 2:43:09 PM Name: PuigJudy Title: Operations Analyst, Operations &Regulatory Management Date: 6/7/2016 2:47:00 PM Name: McLeanMatthew Title: Project Manager, Principal,Development Review Date: 6/8/2016 11:24:56 AM Name: MarcellaJeanne Title: Executive Secretary, Transportation Administration Date: 6/14/2016 4:45:34 PM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 6/23/2016 8:37:46 AM Name: KlatzkowJeff Packet Page-235- 7/12/2016 16.A.9. Title: County Attorney, Date: 6/24/2016 12:27:43 PM Name: IsacksonMark Title: Division Director-Corp Fin&Mgmt Svc,Office of Management&Budget Date: 6/30/2016 5:08:58 PM Name: CasalanguidaNick Title:Deputy County Manager, County Managers Office Date: 7/1/2016 4:56:36 PM Packet Page -236- 7/12/2016 16.A.9. _._____•.•. --....„ ............__ --.. , --, ---- ALLLQATOR ALLEY , ....._ ( , 1 i ' .., i 2 1 6 .,/ C) /./ - FOREST GLEN I OF NAPLES PROJECT <z) - ,..„..• ' "ogillrlljCATION _ ... —.j fikr:,,,,,-4 ,:ii,o,,,,! I ite ;-..z. , N 910 i ' w 1 12 7 d 7j , 11 0 16 15 -I --.. . II 14 13 18 1 J LOC/ TION 11140 NOT TO SCALE 1 Packet Page -237- Lmunrws VArOYS PLAT BOOK PAGE s °' Caymas Phase One SHEET 1 OF 10 ,....Ala 7.or ninlr PRES.'S MA)SP SAs YAM.LIS A'ZORN um=Labs",...M., .` srior nitr ' '""s`"Y0as°1"``"""0 ..srima ,a es A , A SUBDIVISION LOCATED 6277-1/N A.amu MAS IMSw. A HM' SECTION 11, TOWNSHIP 50 SOUTH, RANGE 26, COLLIER COUNTY, FLORIDA HM' SUAcc PS aw,-a-ar MP rm.Pall.awn wS NO NOTICE, Axvw ry uw THIS PLAT.AS RECORDED IN ITS GRAPHIC FORM,IS THE 7NxE.MAL)A•AS AAIOPFS seer,m Me asem rs s wN Neff.PON rswsry SOS OFFICIAL DEPICTION OF THE SUBOINDED LAGOS DESCRIBED c ¢ &rm, S arch SPA.:al..'M Rx EASrxrs SHORN..PrOs AIM RSSPO.00, ---.NuuTw Aaav HEREIN AND WILL IN NO CIRCUMSTANCES GE SUPPLANTED MAC)HAUTtBY NR PR TA w•x,(ICJ:.R wa rts NAAAR a[pSmx OF THE HIXPLAT.ITY THEREAYMCA YTHEBE GRAADDITIONHIC ALORESTDIGIRICL TIOFORMNS F e THAT ARE NOT RECORDED OR THIS PLAT THAT MAY BE Affavoto NA,.5“7/VMS BS ASA,IV AM NM USES Br me mu[a • b FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. m M wrtR-.rrR asm c,win rS^w5p[,ry M GAM f3 rs 28r)RN LAAusuay.P A.ArmA PPAros3 YAM I GUN,APPROVALS I.ALL n uMxrr. nuS)AS M.S.MS MALI MI ISA,YMNAN. i;iu ' awn noro.Mrsura_ wA.a a Aa ur uw AN.r LASKxrs/ur)AS NAV=HIM Atzrovsm.n M u,rrsxrzc _ _ _— OPIRAPOS Y S•ILILYsor. 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CD n1 N W ► 1 - 1 z car.. 64,171 6800 787,10 71>1• .,5 7r N 5.61.•[ (LAK TRACT A.L) 1 I 1 aE. 11111 lik MALT WI' 1 n '�' Lae VS,• '.4. s-I \ TRACT'F01' 8 `—(DR[U SVAF D.E.) P y rc 1 (FURmE DE°ECDR.vEar T.DE,T.u.E.) ---t1�i'y -t1L`ce.[ V 11 I 1 ,. •L� \ SL[DETAs H N I T °' .-=-1. — ' DETAOL N _ -_— LT. TRACT•R. „ I„ I ,.�� 6„ .. K[1 ---- r .1 __ vzs,-'.a [1-mO SO ° s[rna 1,-.>0 �s[ scm,ro-s-n ��RHODES&S RHODES Taatr•Ds,• •1"' LAND SURVEYING, INC D �RsvAr,D.LJ I rc„w -,_M BOK, DRIVE (nq 40e-c166 FAX NO.(:sej ws--1 Caymas Phase One PLAT BOOK PAGE SHEET 7 OF 10 A SUED/NSION LOCATEO 1117H/N SECTION 11, TOWNSHIP 50 SOUTH, RANGE 26, COLLIER COUNTY, FLORIDA lir >RACT'FOC' TRACT"[1• TRACT'FDI' TRACT•P1•MATCHLINE SEE SHEET 9 L ii SHEET 10 Z11 TRACT•FOY• ,R a r (ooe�Tu.u)R 8 R• rr vervu n B [Rvf�(E(5>�CT)1 F RC RRi R! wensav Rrnn• n d 1.41 Mme. 2.7078.lir M �� 8'a ,8 TRACT'W. cel �a C fial n. ac 0n x.smm w.r'. DINT,� .4Dy (RAR ....¢U Tm ' . a a , Jr-a) ' \a (KE D.E.LADE.•AE) \ r 011 s AZ (1) , $ yQ,, L, u� Co sow 1iS'R'R N z 1 vcR.: \\ 0-185�/� .cher' nN'•w A Tn TRACT ., �\ main< A1 (AVE, CENTER) ro rr.o uy'•, \\ \--_— W c6o6 s..w ..1•270"1x.w .0, r r rem, Or Re Nr 1/4 lo rs,rwza� � 81 Ts o', 2 � °Lt; knl ana luxJ AE) _I _ N "i I TRACT•Pcr•I F / rn R.r. MATCHL INE SEE SHEET 4 r MATCHLINE SEE SHEET 5 I 0) TRACT v 1 TRACT•Tor222,• Ac &R HCM RHODES ES&RHODES e LAND SURVEYING,IN(D'^ s(is0.5-eiets ro No.ma)sws,W {LOMA BUS,66n U.SE BO.IB w Caymas Phase One PLAT BOOK PAGE SHEET 8 OF 10 A SUBD/NSION LOCA 7ED HHTHIN SECTION 11, TOWNSHIP 50 SOUTH, RANGE 26, COLLIER COUNTY, FLORIDA _ TMLT•RI• ri MATCHLINE SEE SHEET 10 f ro a vR (c vr TABLE r 8).99•_,,,,,;1., n ss .s ' ,x ^l CLZ rwsm ;f :I X NnTnl.•E AC.F.) '1 N co ILL = 7,1 rtLTV'.74 \ U11 :s CP:s \ TRACT• i• \\ m (iUBIRE LIEKt�4ENT,TEE,T.NE) \\ e ` \\ g S X.4 \\\\ 0fRLA-9RfsAE) b§ 3kSAO N_ r— MATCHLINE SEE SHEET 6 N MATCHLINE SEE SHEET 5 1 �1 I O TRACT-u' 1 TACT TOT• I 1 rRAcr PI I1 r°Rix CD RHODESx&S RHODES Te LAND SURVEYING,INC D Caymas Phase One PLAT HOOK PAGE SHEET 9 OF 10 A SUBDINSION LOCATED WITHIN SEC77ON 11, TOWNSHIP 50 50077-/, RANGE 26, COLLIER COUNTY, FLORIDA 1. N 4 VI u mnv9• snow,,-sox Jw , \\ ^� re MIL H 4 1. vaa»u & \\\ h� DJ x a 8 \\ n 1--,,,,-.I \\ .e. ,11x ,a s.,E ED 'JJ Iq \\\ r m -. g/uf sws 18 \\ ' WI.IrIkr LS^,£f,9) 11 CIO 9 Ea vim'J TFACT•FVI'• \\ n j,o'• ',Ton's.. e�I.r '5%7. n.x>nv 1 as 1B,• I ruff OEI•rcm✓cr T, .o.L.ru.Ll \\\ vR .fi vl NJ . 1+,o Lae. Io L.ss.� X ,, Cfl ';.f. h$ x cv.S.L1 1 ( CE) 11 .un s c zssv 1 I S 8w • TF •L.. I.!L D.L.Luc...EJ Z. R J ,,o Lac.. - N „o I NO MATCHLINE SEE SHEET 7 J. SHEET 8 CO r11,1 Fu, F macr c, z $ TRACT•Fcr• TRACT•vr t 7¢ =scon�a"ore's"'Su R57,. 0) RHODES&RHODES LAND SURVEYING, INC D i moo DONNA GRANDE DRIVE-SUITE g•( FLORIDA BUSINESS LICENSE NO.LB b Caymas Phase One _PLAT HOOK PAGE SHEET 10 OF 10 A SUBDIVISION LOCATED WITHIN SECTION 71, TOWNSHIP 50 SOUTH, RANGE 26, COLLIER COUNTY, FLORIDA Ar N f ' rrle kit I, N VI LOANER �,, T y a x_�.�. x,,s -- — h! d ii f1 wni., N 1..1. /PRTESERIT.•CC) V ,, , • CO it w .. \ J. N N ^I 0 I MATCH LINE SEE SHEET 8 CD TRACT"Pl. I w • /l RHODES&5 RHODES xci LAO I/R✓E/IRA, /N( D (.)o o.xfairj.o 7/12/2016 16.A.9. Caymas Phase One PPL (FKA San Marino) Collier County Opinion of Probable Cost REVO2 March 30,2016 SUMMARY Wastewater $870,185.00 Water $420,148.03 Subtotal $1,290,333.03 Earthwork $103,724.45 Paving $847,177.50 Drainage $444,476.00 Landscape $232,500.00 Lighting $90,000.00 Offsite Improvements $122,463.50 Sub-Total $1,840,341.45 Total $3,130,674.48 Notes: 1)This Opinion of Probable Cost(OPC)shall be used for permitting purposes only. 2)This OPC is based on the engineer's understanding of the current rules,regulations,ordinances,and construction costs in effect on the date of this document.Interpretations of these construction costs may affect this OPC,and may require adjustments to delete,decrease,or increase portions of this OPC. 3)All costs provided in this OPC are based on recent contract prices,or the engineer's latest known unit costs. These costs cannot be guaranteed at this time due to unpredictable and uncontrollable increases in the cost of concrete,petroleum,or the availability of materials and labor. 4) Does not include permit fees or soft costs. ,,,t0{t al t 111111ill. 5)Does not include enhanced landscape or hardscape features ``%\ 1..,....1:1 �. ,q ft/ t, • I- / ....3+ No.616421 Jermey H. , 'I•.,, ri t".....tiLCL + .V s-. STATE OF ,=� Date t•i `•,'•.., 0R1d�''r., •;;`� ii��tl tVAi. ������ Florida License#66421 ._ ��s/� ���� COA#8636 ll1 f i j llilt\ Packet Page-248- 7/12/2016 16.A.9. WASTEWATER Estimated Item# Description Unit Unit Price Amount Quantity WW-1 Connect to Existing 12"Force Main with Valve 1 EA $5,000.00 $5,000.00 WW-2 Pump Station 1 EA $126,935.00 $126,935.00 WW-3 4"PVC Force Main(C900,DR-18) 489 LF $7.50 $3,667.50 WW-4 4"PVC Force Main(C900,DR-14) 87 LF $10.00 $870.00 WW-5 6"PVC Force Main(C900, DR-18) 2,506 LF $14.75 $36,963.50 WW-6 6"PVC Force Main(C900,DR-14) 47 LF $45.50 $2,138.50 WW-7 4"Plug Valve 1 EA $955.00 $955.00 WW-8 6"Plug Valve 4 EA $1,485.00 $5,940.00 Directional Drill 6" HDPE DR-11 Force Main with 12" 300 LF $260.00 $78,000.00 WW-9 HDPE DR-11 Casing WW-10 Air Release Valve 1 EA $5,000.00 $5,000.00 WW-11 8"PVC Sanitary Sewer SDR-26(0-6') 2,633 LF $29.00 $76,357.00 WW-12 8"PVC Sanitary Sewer SDR-26(6'-8') 1,289 LF $34.00 $43,826.00 WW-13 8"PVC Sanitary Sewer SDR-26(8'-10') 697 LF $42.00 $29,274.00 WW-14 8"PVC Sanitary Sewer SDR-26(10'-12') 986 LF $48.00 $47,328.00 WW-15 8"PVC Sanitary Sewer SDR-26(12'-14') 936 LF $52.00 $48,672.00 WW-16 8"PVC Sanitary Sewer SDR-26(14'-16') 334 LF $58.00 $19,372.00 WW-17 8"PVC Sanitary Sewer SDR-26(16'-18') 54 LF $66.00 $3,564.00 WW-18 Manhole 4'Diameter with IET Coating(0-6') 10 EA $4,500.00 $45,000.00 WW-19 Manhole 4'Diameter with IET Coating(6'-8') 7 EA $5,600.00 $39,200.00 WW-20 Manhole 4'Diameter with IET Coating(8'-10') 5 EA $7,000.00 $35,000.00 WW-21 Manhole 4'Diameter with IET Coating(10'-12') 4 EA $7,800.00 $31,200.00 WW-21 Drop Manhole 4'Diameter with IET Coating(10'-12') 1 EA $8,800.00 $8,800.00 WW-22 Manhole 4'Diameter with IET Coating(12'-14') 3 EA $8,400.00 $25,200.00 WW-22 Drop Manhole 4'Diameter with IET Coating(12'-14') 1 EA $9,400.00 $9,400.00 WW-23 Manhole 4'Diameter with IET Coating(14'-16') 3 EA $9,100.00 $27,300.00 WW-23 Drop Manhole 4'Diameter with IET Coating(14'-16') 1 EA $10,100.00 $10,100.00 WW-24 Manhole 4' Diameter with IET Coating(16'-18') 2 EA $10,600.00 $21,200.00 WW-25 Manhole 4' Diameter with IET Coating(18'-20') 0 EA $11,700.00 $0.00 WW-26 Television Inspection 6,929 LF $2.50 $17,322.50 WW-27 6"Single PVC Sewer Service 10 EA $910.00 $9,100.00 WW-28 6" Double PVC Sewer Service 50 EA $1,150.00 $57,500.00 SUBTOTAL= $870,185.00 Packet Page-249- 7/12/2016 16.A.9. • POTABLE WATER Estimated Item# Description Quantity Unit Unit Price Amount PW-1 Connect to Existing 36"Water Main 1 EA $2,000.00 $2,000.00 PW-2 6"PVC Water Main(DR-18) 17 LF $16.00 $272.00 PW-3 6"PVC Water Main(DR-14) 45 LF $18.00 $810.00 PW-4 8"PVC Water Main(DR-18) 4,111 LF $19.00 $78,109.00 PW-5 8"PVC Water Main(DR-14) 114 LF $21.00 $2,394.00 PW-6 10"PVC Water Main(DR-18) 3,879 LF $26.88 $104,267.52 PW-7 10"PVC Water Main(DR-14) 157 LF $29.43 $4,620.51 PW-8 6"Gate Valve 1 EA $900.00 $900.00 PW-9 8"Gate Valve 16 EA $1,400.00 $22,400.00 PW-10 10"Gate Valve 7 EA $2,000.00 $14,000.00 PW-11 Fire Hydrant,Complete 18 EA $4,100.00 $73,800.00 PW-12 Single Water Service,Complete 37 EA $865.00 $32,005.00 PW-13 Double Water Service,Complete 37 EA $1,060.00 $39,220.00 PW-14 2"Single Water Service,Complete 2 EA $900.00 $1,800.00 PW-15 6"Temporary Blow-off Valve with Bacterial Sample Point 1 EA $900.00 $900.00 PW-16 8"Temporary Blow-off Valve with Bacterial Sample Point 3 EA $1,400.00 $4,200.00 PW-17 10"Temporary Blow-off Valve with Bacterial Sample Point 5 EA $2,000.00 $10,000.00 PW-18 Permanent Bacterial Sample Point 1 EA $1,750.00 $1,750.00 PW-19 Automatic Flushing Device 4 EA $4,550.00 $18,200.00 PW-20 Air Release Valve S EA $1,700.00 $8,500.00 SUBTOTAL= $420,148.03 Packet Page-250- 7/12/2016 16.A.9. EARTHWORK Estimated Item# Description Unit Unit Price Amount Quantity E-1 Sod(1 FT behind curb) 1,888 SY $2.00 $3,776.00 E-2 Sod(20 FT Lake Maintenance Easement) 37,051 SY $2.00 $74,102.00 E-3 2'Silt Fence(Single Row) 9,079 LF $1.30 $11,802.70 E-4 2'Silt Fence(Double Row) 3,617 LF $3.75 $13,563.75 E-6 Floating Turbitidity Barrier 40 LF $12.00 $480.00 SUBTOTAL= $103,724.45 Packet Page -251- 7/12/2016 16.A.9. PAVING Estimated Item# Description Unit Unit Price Amount Quantity P-1 3/4"Asphaltic Concrete(Type S-9.5)First Lift 23,030 SY $4.95 $113,998.50 P-2 3/4"Asphaltic Concrete(Type S-9.5)Second Lift 23,030 SY $4.95 $113,998.50 P-3 6"Limerock Base(Compacted and Primed) 23,030 SY $7.10 $163,513.00 P-4 12"Stabilized Subgrade(Onsite Material) 28,263 SY $2.25 $63,591.75 P-5 Valley Gutter 12,229 LF $8.75 $107,003.75 P-6 Type"D"Curb 383 LF $12.00 $4,596.00 P-7 Type"A"Curb 1,148 LF $15.00 $17,220.00 P-8 Type"F"Curb 5,246 LF $11.00 $57,706.00 P-9 4"Concrete Sidewalk(5 FT Wide) 1,344 SY $25.00 $33,600.00 P-10 4"Concrete Sidewalk(6 FT Wide) 5,050 SY $31.00 $156,550.00 P-11 ADA Ramps w/Detectable Surface 12 EA $450.00 $5,400.00 P-12 Signing and Marking 1 LS $10,000.00 $10,000.00 SUBTOTAL= $847,177.50 Packet Page -252- 7/12/2016 16.A.9. DRAINAGE Item# Description Estimated Unit Unit Price Amount Quantity D-1 12"HDPE 429 LF $18.00 $7,722.00 D-2 15"HDPE 212 LF $25.00 $5,300.00 D-3 15"RCP 690 LF $33.00 $22,770.00 D-4 18"RCP 2,951 LF $45.00 $132,795.00 D-5 24"RCP 419 LF $51.00 $21,369.00 D-6 30"RCP 160 LF $51.00 $8,160.00 D-7 36"RCP 529 LF $60.00 $31,740.00 D-8 18"Flared End 12 EA $2,375.00 $28,500.00 D-9 24"Flared End 2 EA $2,860.00 $5,720.00 D-10 30"Flared End 1 EA $3,100.00 $3,100.00 D-11 36"Flared End 2 EA $4,325.00 $8,650.00 D-12 30"Mitered End 1 EA $2,900.00 $2,900.00 D-13 Valley Gutter Inlet 30 EA $3,650.00 $109,500.00 D-14 Type"C"Grate Inlet 4 EA $2,500.00 $10,000.00 D-15 Junction Box 2 EA $2,500.00 $5,000.00 D-16 Yard Drain 7 EA $750.00 $5,250.00 D-17 Type 9 Curb Inlet 10 EA $3,100.00 $31,000.00 D-18 Control Structure 1 EA $5,000.00 $5,000.00 SUBTOTAL= $444,476.00 Packet Page-253- 7/12/2016 16.A.9. LANDSCAPE Estimated Item# Description Unit Unit Price Amount Quantity LA-1 Code Minimum Landscaping 1 LS $232,500.00 $232,500.00 SUBTOTAL= $232,500.00 Packet Page-254- 7/12/2016 16.A.9. LIGHTING Estimated Item# Description Unit Unit Price Amount Quantity LI-1 Lighting 45 EA $2,000.00 $90,000.00 SUBTOTAL= $90,000.00 Packet Page-255- 7/12/2016 16.A.9. OFFSITE IMPROVEMENTS Estimated Item# Description Unit Unit Price Amount Quantity Entry Bridge with Right-In Turn Lane OS-1 24'Con-Span Bridge with wingwalls 1 LS $25,000.00 $25,000.00 OS-2 1"Friction Course(Type SP-9.5) 1,239 SY $4.95 $6,133.05 05-3 2"Asphaltic Concrete(Type SP-9.5) 1,239 SY $4.95 $6,133.05 OS-4 8"Limerock Base(Compacted and Primed) 1,239 SY $8.50 $10,531.50 OS-5 12"Stabilized Subgrade(Onsite Material) 1,343 SY $2.25 $3,021.75 05-6 Type"F"Curb 464 LF $11.00 $5,104.00 OS-7 15"RCP 80 LF $33.00 $2,640.00 05-8 18"RCP 45 LF $45.00 $2,025.00 OS-9 Type 2 Curb Inlet 1 EA $3,000.00 $3,000.00 05-10 Type 9 Curb Inlet 2 EA $3,100.00 $6,200.00 OS-11 Demolition 1 LS $10,000.00 $10,000.00 05-12 M.O.T. 1 LS $10,000.00 $10,000.00 SUBTOTAL= $89,788.35 Left-In Turn Lane 05-13 1"Friction Course(Type SP-9.5) 446 SY $4.95 $2,207.70 OS-14 2"Asphaltic Concrete(Type SP-9.5) 446 SY $4.95 $2,207.70 OS-15 8" Limerock Base(Compacted and Primed) 446 SY $8.50 $3,791.00 OS-16 12"Stabilized Subgrade(Onsite Material) 490.1111 SY $2.25 $1,102.75 OS-17 Type"F"Curb 306 LF $11.00 $3,366.00 OS-18 Demolition 1 LS $10,000.00 $10,000.00 OS-19 M.O.T. 1 LS $10,000.00 $10,000.00 SUBTOTAL= $32,675.15 TOTAL= $122,463.50 Packet Page-256- 7/12/2016 16.A.9. Project Name: Cavmas Phase One PPL(FKA San Marino) PL4# 20150001759 � PPLA Review Fees: FT/Residential 1 Residential only:$1,000.00 Plus$5.00 per acres(round up to next acreage) $ 1,985.00 Number of Acres: 197 ElNon-residential only:$1,000.00 Plus$10.00 per acres(round up to next acreage) Number of Acres: $ QX COA application fee$200+$25 per D.U.or per 1,000 sq.ft.commercial($5,000 max.) $ 2,975.00 D.U.: 111 ❑X $1,000 Listed Species Survey(when EIS is not required) $ 1,000.00 EDSite Clearing Plan Review Fee$250.00 for 1st acres,$50.00 per add.acres or fraction of an acres(round up to next acreage) $ 3,000.00 ($3,000.00 max)#acres to be cleared 145 Plan Review&Inspection-Utilities(Required as per Ordinance 2004-31 Section 8.2.4) MConstruction document review-0.75%of probable water/sewer construction costs $ 9,677.50 Cost Estimate$ $1,290,333.03 x 0.75%= n Construction inspection-2.25%of probable water/sewer construction costs(to be paid at the precon) Cost Estimate$ $1,290,333.03 x 2.25%= $ - Plan Review&Inspection-Roadway,Paving&Drainage ❑X Construction document review-0.75%of probable roadway,paving&drainage construction costs $ 13,802.56 Cost Estimate$ $1,840,341.45 x 0.75%= ElConstruction inspection-2.25%of probable roadway,paving&drainage construction costs(to be paid at the precon) Cost Estimate$ $1,840,341.45 x 2.25%= $ - ElFire Review Fee $ 100.00 Traffic Impact Study Review Fees-Provide a Separate Check _Methodology Review-$500.00(separate check for transportation review fees) $ - X Right-of-way Permit-Submitted directly to the Transportation Dept with applicable fees(774-8260) Utilities pX Utility Modeling and Analysis Fee-$1,000(per Resolution No.08-53)-only applies if zoned PUD or DRI $ 1,000.00 Excavation Permit Fees X Application(Development)Fee: $ 400.00 $ 400.00 X Cubic Yardage: 635,789 $200 first 5000 c.y.;$10 per additional1000 cy;maximum of$20,000.00 $ 6,507.89 X Pre-paid Inspections: 12 $200 per month payable yearly at the time of the annual report $ 2,400.00 FEE SUB-TOTAL: $ 42,847.95 PRE-APP CREDIT: $ (500.00) TOTAL FEES: $ 42,347.95 SEPARATE CHECK FOR TRANSPORTATION REVIEW; $ NET FEES: $ 42,347.95 Packet Page-257- 7/12/2016 16.A.9. Caymas(FKA San Marino)PL20150001759 PPL—2nd Resubmittal REVISED ENGINEER' S OPINION OF PROBABLE COST 1 copy Packet Page-258-