Loading...
Agenda 05/09/2023 Item #16A 3 (Esplanade by the Islands - Final Plat for Phase 3)16.A.3 05/09/2023 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 Esplanade by the Islands - Phase 3 (Application Number PL20220005192), the standard form Construction and Maintenance Agreement and approval of the performance security in the amount of $5,341,619.06. OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat of Esplanade by the Islands - Phase 3, a subdivision of lands located in Sections 18 and 19, Township 51 South, Range 27 East, Collier County, Florida, in accordance with the LDC Section 10.02.04.B.4. 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 Esplanade by the Islands - Phase 3. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Marco Shores / Fiddler's Creek PUD, Ord. 84-42, as amended. 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 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. The Development Review Division recommends that the final plat of Esplanade by the Islands - Phase 3 be approved for recording. FISCAL IMPACT: The project cost is $4,856,017.33 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $2,164,580.00 b) Drainage, Paving, Grading $2,691,437.33 The Security amount, equal to 110% of the project cost, is $5,341,619.06 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: $147,265.52 Packet Pg. 98 16.A.3 05/09/2023 The Review Fees are based on a construction estimate of $4,856,017.33 and were paid in August 2022. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5. /ac) $ 1,585.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $16,234.35 c) Drainage, Paving, Grading (.75% const. est.) $20,185.78 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $48,703.05 e) Drainage, Paving, Grading (2.25% const. est.) $60,557.34 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: The applicant is requesting approval of the final subdivision plat and construction and maintenance agreement. The Board shall consider the County Manager or designee's recommendation and shall take evidence and testimony in regard to the final subdivision plat requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat, it shall state reasons for such denial or conditions. In accordance with the LDC, the applicant is required to submit the final subdivision plat to the County Manager or designee for recording within 18 months of the date of approval of the final subdivision plat by the Board. However, following approval by the Board, but prior to recordation, the County Manager or designee may approve minor insubstantial changes to the subdivision plat, and the Board may approve any changes that are not minor and insubstantial. This item has been approved as to form and legality and requires a majority vote for Board approval. -- DDP RECOMMENDATION: To approve the final plat of Esplanade by the Islands - Phase 3 (Application Number PL20220005192) for recording with the following stipulations: 1. Approve the amount of $5,341,619.06 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 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 are approved and accepted by the County Attorney's Office and the Board of County Commissioners or the County Manager or designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: Lucia S. Martin, Project Manager I, Development Review Division ATTACHMENT(S) 1. Location Map (PDF) 2. Plat Map (PDF) 3. Opinion of Probable Cost (PDF) Packet Pg. 99 16.A.3 05/09/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.3 Doc ID: 25063 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 Esplanade by the Islands - Phase 3 (Application Number PL20220005192) approval of the standard form Construction and Maintenance Agreement and approval of the performance security in the amount of $5,341,619.06. Meeting Date: 05/09/2023 Prepared by: Title: Technician — Development Review Name: Lucia Martin 03/24/2023 11:23 AM Submitted by: Title: Environmental Specialist — Growth Management and Community Development Department Name: Jaime Cook 03/24/2023 11:23 AM Approved By: Review: Growth Management and Community Development Department Diane Lynch Engineering & Natural Resources Jack McKenna Additional Reviewer Transportation Management Operations Support Evelyn Trimino Operations & Regulatory Management Michael Stark Additional Reviewer Development Review Brett Rosenblum Additional Reviewer Growth Management and Community Development Department Jaime Cook Growth Management and Community Development Department James C French County Attorney's Office Derek D. Perry Level 2 Attorney Review Corporate Compliance and Continuous Improvement Megan Gaillard Office of Management and Budget Office of Management and Budget County Attorney's Office County Manager's Office Board of County Commissioners Debra Windsor Level 3 OMB Gatekeeper Review Laura Zautcke Additional Reviewer Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Geoffrey Willig Level 4 County Manager Review Geoffrey Willig Meeting Pending Growth Management DepartmentCompleted 03/24/2023 12:39 PM Completed 03/24/2023 3:02 PM Additional Reviewer Completed 03/28/2023 9:01 AM Completed 03/28/2023 11:02 AM Completed 03/29/2023 12:57 PM Division Director Completed 04/11/2023 1:07 PM Growth Management Completed 04/11/2023 5:18 PM Completed 04/24/2023 4:06 PM Additional Reviewer Completed 04/24/2023 5:29 PM Completed 04/25/2023 8:49 AM Completed 04/27/2023 10:36 AM Completed 04/28/2023 9:49 AM Completed 05/01/2023 10:24 AM 05/09/2023 9:00 AM Packet Pg. 100 0 Iq a (£ aseyd - spuelsl ayl Aq apeuelds3 - field IBUTA : £909Z) ° an 11 a� was $ I =aQ . 2 Q ry Z W > > s 5q, is so yrWi zo i£0s clod UWSo c IIIIsB Wo III Ill mal I W ry mR I � a W��8 W�. ��� j J ca— o r m a z N ! O E m i J o ovQa�� O N Z w O J J�Q6] -mow N�iw HAP; P; OU=1O U� W "N0�0 Q li�2p-m TH N ��¢r O � U Oio~ iHM" dew field :1uaua40BPV ^W m� moot M six 19 a� o- m6W 30 - Woo >gW lips] m Clip g IfT k � 3p oz�W �.Ww- >seQ�B WSW c hal o ¢aaa j�m'aoW Fg "Wa 8 k Jc= to ° $ eR � IN I�cW y � Wghp�oN N��o 2 2 IM6 2P4 �n ,Wa Cg,nW aa�o Q m I ?$a$ ego 2$> F g�4N 2 g Ins ° Ig PN 4 ¢W`i 2N W It Ig ie � I W�a jN2 icxieoo g$ Wp s WW pe gm' tog e z¢ II II I I lie I lk Ig I� � I I I I IIIW Ilic Illy g IW I� �g� i I� x �W li � WW ��l$� I li � WW ��li`x 11"t —WAG z W ��aQ�� e � �� $t ag J " 2 �`JQdI , 0 em m 1` rr l �> xmg°W W°� as gio ° zW coup two, W k a a aa°l pm# WOQ �• gi �O g HAS S grog j AWW��o�$W " s ?zW We Q� W o- -,z �§ o j AVON C '�°O'wi i zWg °$ a`�W a ¢ ame° Im" W ,`ye 4 i two �o Wr'aW`� �W"$� o � = W��;�g°gym a �� � � a qua W tni ��x'^zaQiu' i a `S °z3 ha3 a gg°= �¢xao a �. giJ''.¢ ao Wi W $`; o ? WW �s�W $o>g Ng e iWa €�8 8 e o e8� W �iWWx ;e`m' W°' g8 °zJ Q R Rog C ¢ o�z w 'c z � gW � ¢ xwWz°W$FO e °@ � $ u e` oo$W tW 'm xWQ a> QQia ` i ssc`OgO�w N� jgz k=' `rc C; g¢ °� 1m xx Q � w x $as � .ag Ws $ Q W iau > ° Q¢e`o oW Imo > W SW` x A$a e W� i"zm & � " i W 4o' � � o Q m�g° ggg� i �o oQ �gs W" � g o m ° ¢e° �� g °Wg U g � W � x god �gi `w � o Q�Wm3;�°o o� g a i o$ g o >p Q m4 WeWg a W �x Q $ a@ a¢ W. Q & g m x W OWN oW $� yz ° 'a u o"i xm ` "ac g g" k ez$ i g ` _Q' WWg Q ,.zm egz any WW s a. zg � °", aQox � �p �'�;°` �'e�e� � $ W >,^ ��ggumeh� �` oN a�`c>W,z� z s oW a�� W 2 .�aa i` ; I Raley i 2 g W 0gmo W a^ iW �cWi 2 M �� � i� �ox W � �`o°°`a\W J § W§ .°U o_I a r; �`'y g�$mw � u W `�' WmeW>$o°d � `� 2' ag �z � WWI WQ4� W �W o 2 W e ,� x 61� ' zm2Wg o Q i W ¢$8 h�, x ug u aW `W? W "o� out ° N WE ae W W$° $ gzg 'lea, U W x` � , zS 9 .a � �¢W 'a W� o W a fat, wag, wa g, 1z g i Wg°�Wa�aC '� �^° T W � 010 Q`g �gi � WgW,` wi �Q �e a� `Wz >` ..W24 4 W �a o°w w ewe � � ��u ��mo of ` °g2m 2>eOCa h 2' �mg3q �� M� .a s g O cy�iQa J U a W U 3 � W x,W e g °a 4 w ° ado: �g oo �g Q W mw mgou> og`z � �� VIE g vgY=� e° � !? >�^� igz � $o hQ i QF x $ Gz°` W°'4 � i" �e�z W��W � a� m e`=k W$ i ��' Wa° 4ew� mWc � o� Q o doe $ O 8z �^ ez a ° am u $ Wt ui Q gsw g'^g wiz ei eim �i 3SWW z a$'$WY�, W °a ¢z g� eiemi¢ g O P `C a k i N u �a a o g y`x We uk �a ¢ Ja aa°i o `er Qz ¢z o aNO :¢ O� 3Q Wa �' Wp H x� M ¢ ¢ & a$W M`s e ha m 3iecWg woWm° ti ¢� aW M ai eai iW W W en v° _n. NW8 aoi hW c/i to r x 0 0 m d Pa. (£ aseyd - spuelsl eqj Aq opeuelds3 - leld leU1d IL I¢Q o "S � M zo�� �ti J6 W I W m 3 ti iCZ o P Z jQrr(ioO o VJ WOO�aZN:z m h 0 W O U ? W ? cc)Q W W O U r� WO W cr U0 2 O r� W ti J W J C) m RN 22 tin Q W £905Z) deal field :luaua43ePV npngm �O Y� o / UNPCATTEO \\ __-_-- BCB � 'NUNPLATI£0 E. LINE C SECRON rB-SI-2> / � �m sECnCN r9-51 £2J 4 / / / / / / W /i / W / IN / N / W // I ~ w i LU LU /co 1n" \\ / w w \ ♦ // LU F- w TRACT 'LEI, 74° �N e . LINE OF THE S.W. i(p d vn' ^ �'1 'WE. LINE OP ]HE N.W. /� � sccnav re-sr-z>w e^ o ,n e � � Nm laP sccnoN rs-sr-zi . s? = 3/Jy� b y19� Ga to m d� ¢ W m. . aTMCTe°LEi-24" e �' zb 3S oa Mil IS V 8�o ^ i =W n i W 3 a ou gwa�w ao �WZe W2J O n tea, e N r=n a R P g AI�pNI OJ 2W j W01cZi2 ��� R" �� ��° �iryo io3 'yiWW OWR W 6"'Q �iW C5 00R0Q2�W.U40¢�J��J V2U4�- ®° CIA TRACT °4EI-23° k 2 J rl) E P. Bill I 20'TLA.E OF 5568, PG 384]� M Z BELLA 7ESORO AN ESPLANADE COMMUNITY - PHASE 1 "LEI-20" L365 I Y TRACT (fi KL; L.M.EI c356 a L< 65.92 m SO 63.92 L350 O ' ^ � SFFJ ZiFJ CS43 2 �5 n I 6 L]3 04'46'34" W N C.id9— 33 C25 21.66 I O Z Q ZLJ L28 TRACT $ LJ4 L36 J 3AIHD NINNI (R.O.W,A.E,LE.C. U.E,PU E.&0E) L64 SS ` Lii lL� s� — LEFJ _OPE,] L745— I 7 2 J5' (n Q z � 2 2 15.0' D.E. CS61 J9.J0' J83b, Z� OG J V 61.05' L 7^ U W BfFJ 6Ff C346 C34J 1354 L7 L6 Z C10 } _�BELLA TESORO ¢ AN ESPLANADE COMMUNITY - PHASE 2 REPLAT NONEXCLU8ll2 ND.E OR. 5568, PG 386] TWT J y Q p e U g l TRACT "LE7) ( A N = m (PBXX PCSEXX) 20' -A.E 0.R 5568, PC. S84] J — m — — — — — — — — — — — — — — — — — Q O J W o Z UNPL A T IED MM> c - -off TESOROTr . PHASE I � W U BELLA oO. ESPL "L� U AN TRACT (LAK pG5 32 6J. L312 CJ13 C4 N 4 _TURIN DRIVE 'AC2 E.) 069 Jr34Z rPpL c E p.0 ' 304- d 1�� 41� L308 L309 9[fJ / cat➢ L29y C77 2 ,'a�sh�h3hhae��N� �heeo om^Pm��hP th 222� z hum h�h�ea� O.0'c CSC Gti L2g6 _ — —r OLD W Z BELLA TESORO J AN ESPLANADE COMMUNITY - PHASE 2 REPLAT = / )�� \es'. / TRACT "LEI-ZS' I U (LAKE, L.M.E.) H / / p NONEXCLUBIV£ N.O.£ O.R 5568, PG 3B6] C'a XX I— XX) < 5568, PG. 3847 _ \6 ¢W2C�ek UNPLA TTED X� mQ�bQbCm U 1 ai x o .wp p Ld P O = W V) E-F 6 a a (£ aseyd - spuelsl ay; Aq opeuelds3 - leld leU1d £9O5Z) deal leld :IuGwg3elIv s n�L u Qo �� 9ti p� O <- m N p525� po;NP W 3wwwwW3wWwwwwwww hh vi,P A NN�v n�m TU2 22222222222 8�erye" Bq. s3 &amaaonMMa;�q �J ;�g�p�MON�m��^�Mgg�Me a g$o$oo$$$$g$8g88$$$ N W_0 0 m gge�g8888nnryn lW3WW3W a wNbhhaghn�Nb W3WWwWW bm'. e. '.�lAwNl7i f�i��r ohNa I „�AP NS -4-m �MMa M� �oMhm 2222 2 `ko°jo 4 I mom � 1`___ 15 � 1� �'3�9 �yeaohoea,:f�iN H°ja rvoM; W \� �p229 000 o9i J � _ _!t7 W33WWwWWW3WW3W ¢H � �f I `3WW Z6 IR ag=MMwao]_a �bf [pi P.�"Nn f`fl�Phnl�l� NN I 22m�n222m22222222 z ~�� R�� m88'_ 87 m i' 6Z'405 Zro;ahvhewm�e U ONtlNtll IQ «v! .os'£91orez zn l'3l) ,6'{370 � SELLA TESORO AN ESPLANADE COMMUNITY - PHASE I (P.S.. 67,, PGS. 32-54 (£ aseyd - spuelsl eqj Aq apeuelds3 - leld leUl= £909Z) deW leld :luauayaelly M hPPr"P"\P'? - "PAPA nW\-"Sm h����e�������������� @o �22222222222222222222222222222===2222222222222222 22222222222222222222222222222222222222222222UZw rd �amNh - ^n ^ ��=-h•-"hh;-, h �� W='6 5<U6 Jm�.Nah3M<^;am�s� p3" k� K. ^�"maaagg.aa.M _M.M ea"geongmIn R�NN�� R;H�N$"°:ryonnM�MMM^^ryHne„M: S�MMMhM°a m ".'o_mMnn"�; n ZZ om Q '- � =o"agYgi�me�$y� eao�R$nn5m8Hh��_8o_o$�NouM8��P M81n�.=g$n8avo8uar$m�Ng8 �Ogo�o$q:$^„$mh$e g$^$ro_ oN8�B$h_s �hv Rf�$nf�$oAh8,n`:Oi 8.c:Oi8N�&g.$mRr<A�Rr� �- (,Q6�j. (n _ n r�$R�mRf�$�rrohRr�2 F $K$YKAgQY$�1 ah$Nhom_$ a"�r-$>-�$N_'$�e_ $''$w$�5gn$;��$O� $mngaH$p�8a&oM$%'�ggeNno_� hfmh=e$hfro$nrrohN�ehnfm$Hfw$N�roNf�$Hr. $Rfro$2 $8YgI�hg$9:in$�n$ . �3��������m��ah.""^""gao3 uu uuu G&G mm�aa�a^"�RMRnM^MRMMMMM Guu'Guu'Gcp',u "N" " gR<aeRgg�@ag< < O�-L33HS 33S I Zl HDlY= �~ I II WWW Z pyeN rvn^°innh,�=o,��i — 3 3� I II h OO � W II ��nh^vwh ,.�i fo+�s e c\040 '�'s1' NNN CNN Nn Q� U 4 I �22222222222222 2"y 4 J I Q Lu'q 2 ah as m W amtr oopa "c'cca� o U z W W h anKK�Nro �onufK�Nm J mmmmo I .osF � (n I W I W N J O rc"enmmoNa W CL ILL M con �< 3NV7 V1S3IH1 p '' W ^^� ryy9 Ww w3Ww;;wwWWw $ I�nnfv J W � WW K2 °� �Oj 22222222222 UOQ R 2 � >• F� W -• U� OJ K -. yti Q J O WJ� ���� W FY. I �a j�hm,�mhn riv{K6K KNK Q x� •J � Q IOOm �Wpp q W O Q O I W v 4 ..� W O U�WU m'ca,Q 7 _ IQ- m I �w I J U W .6Z'405 m S44 J ,L4.SS.LZ 'o I ^) U UJ �O91J 1 96f -sbf jp05 Q O ^ I ~ bG tJ 904 506 I n IW ¢ I Q 9440 1 O40 U1 � sZ4J pZ90 Lf40 I L ;06 _ a 2 G\I! / I I g Noh�jnu0i�n"� =I �P ZI - �� �BJ '15, 6040 y 5T OW gti% C�S I 14 BJ RZO �0 YL4 seJ 133N1S OI8011IA e I _ G.ogos N BELLA TESORO AN ESPLANADE COMMUNITY - PHASE 7 (PS.. 6], PCS 32-54 (£ aseyd - spuelsl eqj Aq apeuelds3 - leld leui=l : £9O5Z) deW leld :luauayaePv a wow a �w z MCA o� " Q ZO _ 2oi oa Wo�JOm M V) N �m 6 a a l 133HSS33 = —3NII H3=yW M = I -T U W O � J 2 z n 1(A�ClW--1' W to �s oSF G6a OOZJ O W ry M s OyJ ~ W QUZ � Iw �o2Q pe w w h ' Ou QC N ti J C� V) OLSJ N W O w I ~� Z959 695g o V) m ~ I ,9FB<[ 3 „<O,HQSF N ZIZJ p9SJ L49J 945J = 1� roszs ,orzs ,ozzs cFSJ o4sJ o _ E v) C W M Z p I- 4 o'sl-o m o e U W 00 w NN- go _o _m. a I� O�Q~� N �Ihhv .K$u°JiB�$ m N$ a e=� Z ti W of w >= w 91 Z \�/ Z II essJ ' S n QO Q .OZ2S w'Z� �ZZS •L9BLSJ lbS� 945� --6450 ('34 - �EdaOZ 0 Li ru >. Q) W o� ,Bo'Fzz-3.Lo:BaeF H - - - [4n 3Ntl-I V1S3TH1 , LSw \ m ~ Z o o .Lzrsl ellJ s ss�JsJ d W J U c .�z'zs Wiz£ ,qz N Ltd zbsJ SbS� s- / o �\ ,ITT 2 ti 2 W w i�GQ Ww ego �$ $whg eg d. o$1n 8.�^�amr�/� /-�/1 L,I"� yV = 2 S,SJ 595J L{ZO IN 1 W U QW b<] 30 � \ ,OZ'LS ,OZ'ZS ,OZZS '<99FSJ F45J 94SJ l91ZJ �' ~ W WOZ � m Q �tig 330o%c"`5tt h`' �gpmN 3WWW WWw U v=i J Q I"30O1 o �/` K a�O M=." W Z p05g2 bzzJ v6gJ 56"G /� -- ---M^m 'm �^o SZZG LL9J 984J L89 � po'S'J a W h h 2 2 2 2 2 2 2 2 2 `a8a88888 J 1- IOZ 9ZZJ 699J 6 ¢ $ $ e e m W h0 09aJ 94J qtl v e `I —azsJ — (� �5L 601J aa7 e I i499 (3'o8a'n'd"3:nJLgVyL _11 S. 888 z�ES. 1JVN1 o!{J Zo� .dos bB9 ,SF'F9 o S �0lJ _ �0� � Jsl oze OT VO 64, Gy6 9 ry 90lJ 991'-J� 3 to / / M �orysss�9sa �� TrstJ 1 ' o N '�'�, 8 � oWi gbyi / 5E1 I3.00fN N $ n S to o' M = 069Ji -469 v / �f " 1 SESM�ptiP,G�y�l ��' t7 _ iO I fLgJ 9L40 $4J P ptt`S PEG. 6 / e z 9 10 l �m / 9�J SriJ B 0 0 � �Po4•pSg g5ys9 PG �IyO 619 G,E3 gl� <SbJ bLID BELLA OMMNNOiY PHASE l U �P� lQ l\nA 1,Lj' a'o AN ESPLAN L� PCs 326. ¢ W P h O W 7RA AKE. f M' 5a \ G �NN$N. ;",$='M�oMhnMon��MooM�h.NBMhp�aB�M$�Mo��oH,"<ManMM;aBo�-MM^aM4��hghhooh °ge �7M ��pQP���abm„NNt� o�Hpa n��� -N�f aP Pn . ��a "mtitioKoo HtieoKeo Fim"+_�baN"^hNN"MM�88"m""85'NNM""�^Nb'"'�'hNN-°"a°'*NhNMM'b^"<'�RNmNN„jeb'°'^NN"�'aNb a�nn�n88nnNu,N,-m.-mnmmnn m8 8$�� mgmh m3 may' ABM M��r�ry�a�n n� a�nM$�M - q�n�ry m"ggm�aymomMa<ee<; �Nape PCKiN hyylp�yi n,�NiNYY^ PNI^�Y�,�i,�mi Sv 5^ve aP{m�h nhN M>Yhhfln,v�rah �pf^vPp�ya r-f Pb �{^h hhh Sbv %KiN�m �'O r-r�rmh a$$$o80$$$$$$$$$$$$$&aogg8ggg8$gg&$g$$$$$$$$$0o$$8$B88$g8$$$$g$$8o$ogo8$$$$$$$$$$$$$$$$$$$$$$ hnghh�he6 eery ���n��:h��nN�ne°vn�N�nnH���o N nhn 6�K KKK mnn KKK K KK�K�K KnK nnK nKK nKn nbK nn n h�abhn-�,o�nu�N�h�8H8n8un �o'oo Soo uooF'ioc^�oa 000 oou bou u�m&'So SGSG GGvGSSGIIv'oo cN,�uu�u Guu��u�u�uuu gwwwwwwwwwwwwwWW33wwwwwww :$:':HrMMNm3°,.m,�m,nFn3nM3MMMM°,°M'M wWwww �ofR �m���e �Y�e ePP PPr��9�uuu' g�hMNNKMNNNN_c--88887�"KMM"""�M �zzzzzzzzzzzzzzz zzzzz zzz zzz zzz EN�n -NmbmK ��N h38a�e e8 �yF nmHme$e���8an h<h <heXeh Vo�b ,'.Nf^vBP� ?$$$8$$$o$$$a$$o8$$a$$88$$$$8$8 O ¢`ggnhmbN KKbK„�o��ii -^�inmsi�R�=o ,Qp w`�'�giNN;oa NnNb bNnn wma o;; �7°je$e�"$�mmamm m oPa Nh�Phh n�$NNn,^^�rvhe emmfr z ixxzz �xxxizxxzzxzxz zix dnebheh88hnKK�:��:°hh&��&hh nnEw iv it ErMn ��ee�e�c"iu�v"iyh^n�nu�b�Uvbih�hh 1E asegd - spue151 aq} nq up w an�ns<; aa> raa. aoo„h MM a,xemsommssaa--- ^ �P,a _'M' = ==z=z=z==zzzzzzzzzzzzz= = z = zzzzzzzzz = -R 4� �ee� Ma he � N 'aa$me�mM��M amo a�m „maMMe�Mame�eena m�a ,N•mN� NmgmmN�b ee nMo R N�ed��m omMA� r��r g� h N�hh �$osa oggN s"mhrkoa�m"obbs kn"mam"oboao k"mgb�oa0ei�o0sO�momabo o<mgN -NsM. anaRaao�ma�m o oM yEwl �e «g aanaN ��NNmNmu a"r_hb m� roo.boo, brb rb rm"�"�r"m�r IZ O � m Uti J W x Uj N W O ^ cNQ / con u /I\ �OcpOZ w J ' Qi W DOJO OQ U U —fdSJ— m�sT 1'4�u UZc�i'O z, M mw 664J OOSJ L " Q m T O FZ7 euelds3 - field leU1d £905Z) deal field :Iuaua43BPV n?L NO _ ZL 133HS 33 W33 =ZOZJ olAt (10' ; obsi sJ zsJ eg ' ' A co 11 rR$ta5 E •°8 \ Eb .S$ �a os�OatSN �Z b P6SJ 2 BS 11,6 p+ 9 • b p8. b C1249 u$YQ O� q�y. 8 11 s' IN, o . a as �•v � 0,d � d ttSJ "ply �1 + � v \ r�� � aoo 0 3 t vo rr 3 0� 2 bah r % rym 9s `• c�- _ra�.1 0.0. 00 3 ? h N H N �m �m tI vwi Q O Q rc \ 3aZs `' �rh ryo ZrJ \ �FA ego Id � tFs —249 — ryryy` \ `w w<��<ao<« w W3www www �a�gMhaa3h�0000�5ooa<oNnMn=o www3W 33ww3wwWww3ww WwW ww 333 m5t.a^OrP°Be�rey oHo �oh dery en"'n5 �' mono �zzzzzzzzzzzzzzzzzzzz nT-'�..^e :=?mNy2°': aZ��NH�h aM< nN^aa� e�h��amNa� Qom w NN:ney�A hhN N.�Ni,uNi��PY�iMA AY�:n PY�NYNiM�NPN hh�� rypA Na��sMaNNaa���N���aa_Naa��a���NNm�e�nma °ogo o8o 08$$�ogo a8o8$$$$ooks$o88g88o �mo9�nn8mN�o&NNN��y�€i8N""^�&nna���N�n� N -nmmb-Nbn�" G M � a Srm$s 5 82'2,ryryy I 1AiO ^<.^.^« MhpNh.Nn'n v'+smvn�RHH�P �zz iii zzzzzz xxzzzzzzzz ���a�a<N'NN�aNnN�mo��4� MM aMe oOem hgPP N gihN nCNiPN =oaaa aa$,2,2,8 aaga RNOR*$e" e� �SNo$"g$22-N,. ��B n S68 "bnmm �ww wwWwwww www WW m ,vi��Phh,^�i Y1�Y{fe Phrvh __ b�Ne�"NON hmN^" U�SnvwNeRh ^8.d8 � h ERR h h n NtreaoaS+N� $$o$0Wl 0$$08$$$a a'a a n�n�„noBM h8h �NM<m mm$ q � 0 &�M- Mq . . . . , . ..., .. .. , ,, ��������������������������������������� •�\\ s»i i aN�2;MM� MATCH LINE SEE SHEET 14 F U 20' T.C— / R w O.F. 6668, PC Q/ C2p5 �2� M Q ca (£ aseyd - spuelsl ayl Aq apeuelds3 - field IBU1A £905Z) deW field :Iuaua40ejjd W a48 w� o�oPi � 9g o P M1ti . LN arta� E h ry � Iw 3 N N � 4E o o� � w wo y: N MATCHLINE SEE SHEET 4 (£ aseyd - spuelsl ayl Aq apeuelds3 - field IBU1A £9O5Z) deW field :Iuaua40ejjd O w N �l 133HS 33S N .. =NI� HOIM s Q W o 0 2 2 O w O R CW NI aw�N W cn NI U U W O O I � v ti O N w Ql � tiz] w W Qoo zl O W a U U I rn ��az 21Ld I W N it W Q LN D J I J 6I m Iz Q� Q �QI Qa � IW S9] S NI I W q 1' JIrcv. OW�'p^ Wh 1 Vx- �d, Oe4n 1 R`J' I 1 ~ W� �`o Z� W gm � 111� I U2 QW _ � W S 133HS 33S 3NIl HDiVW — -q (£ aseyd - spuelsl ayl Aq apeuelds3 - field IBU1A £909Z) deW field :Iuaua40ejjd Ci w; wNYm / €�Qm x O w J o E d 0.. £l 133HS 33S 3WH3IVW e W o 2 2 QW Ld o w ? N i Vl VII Nwo� W m m Lo wl \ w e r � � u o Qom \ W QUO I N , W U �vWiO I \ W U W I \ � Qa I \ I �lU \ `r1 I \ � I� � 133HS 33S� 3NIl H7VW -q (£ aseyd - spuelsl ayl Aq apeuelds3 - field IBU1A £905Z) deW field :Iuaua40ejjd Ci ca aCE x LLJ mom= � Q � U Q J C9 Vl � L h ti U N W O ti W U W O O uvl � Q U Z � W Q O O O W R U U �Z ti?vW Q WW / U Z � O U CL p \ o I Co /9l I / Qp PSGd69/ � / 3 / ¢w "°P / �\ w � ZL J / I / l l BINS a 33S _ 3NIl HS1VW 4's Z6 133HS 3Nn HD1HW M Q ca I x o ~ w o w = � a I �I w M iz wl WI r/1 ti U 0 COO Z z Nwo� �I � Wm=`� U W O O =Qyo¢o ON W ¢Oo O W a U U I ID W � � O J� v U U 2 vWi O J v V Q � ¢ V1rTl � � w ¢ a (£ aseyd - spuelsl ayl Aq apeuelds3 - field IBU1A : £905Z) deW field :Iuaua40BPV 16.A.3.c ESPLANADE BY THE ISLANDS PHASE 3 PPL Rev02 February 3, 2023 Total Wastewater $1,436,976.05 Potable Water $727,604.00 SUBTOTAL = $2,164,580.00 $22,113.00 Paving $1,463,668.33 Drainage $930,656.00 Lighting $100,000.00 Landscape $175,000.00 SUBTOTAL = $2,691,437.33 TOTAL = $4,856,017.33 10% O&M = $485,601.73 W D TOTAL = 55341.619.06 1) Notes: 2) This Opinion of Probable Cost (OPC) shall be used for permitting purposes only. 3) 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. All costs provided in this OPC are based on recent contract prices, or the engineer's latest known unit costs. These costs cannot be Nicholas R. Walters State of Florida Professional Engineer, License No. 94383 This item has been digitally signed and sealed by Nicholas R. Walters, P.E., on 3/24/2023. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally Nicholas R. Walters, P.E. o�°�EriS�rF''' F srg�°red by Nicholas _ _ 94383 =* *- Walters STATE OF %9oo`.F<ORIOP..��"c Date: Date FS. ONAL ENG ' 2023.03.24 IIM Florida License # 94383 10:38:46-04'00' COA #8636 a Packet Pg. 116 16.A.3.c Item # Description EstimatedUnit Unit Price Amount Quantity Vittorio Street WW-1 8" PVC Sanitary Sewer SDR-26 (0-6') 377 LF $26.00 $9,802.00 WW-2 8" PVC Sanitary Sewer SDR-26 (6-8') 439 LF $33.00 $14,487.00 WW-3 8" PVC Sanitary Sewer SDR-26 (8-10') 435 LF $38.00 $16,530.00 WW-4 8" PVC Sanitary Sewer SDR-26 (10-12') 39 LF $43.00 $1,677.00 WW-5 4' Manhole (0-6') 2 EA $5,200.00 $10,400.00 WW-6 4' Manhole (6-8') 1 EA $6,300.00 $6,300.00 WW-7 4' Manhole (8-10') 3 EA $7,300.00 $21,900.00 WW-8 6" Double PVC Sewer Service 22 EA $1,200.00 $26,400.00 WW-9 6" Single PVC Sewer Service 5 EA $900.00 $4,500.00 Television Inspection 1,290 LF $5.00 $6,450.00 SUBTOTAL = $118,446.00 Barcis Drive WW-10 8" PVC Sanitary Sewer SDR-26 (10-12') 44 LF $43.00 $1,892.00 WW-11 4' Manhole (10-12') 1 EA $8,800.00 $8,800.00 WW-12 6" PVC Force Main (C900, DR-18) 1,152 LF $25.00 $28,800.00 WW-13 6" PVC Force Main (C900, DR-14) 83 LF $28.00 $2,324.00 WW-14 Television Inspection 44 LF $5.00 $220.00 SUBTOTAL = $42,036.00 Cassio Way 8" PVC Sanitary Sewer SDR-26 (0-6') 469 LF $26.00 $12,194.00 WW-15 8" PVC Sanitary Sewer SDR-26 (6-8') 599 LF $33.00 $19,767.00 WW-16 8" PVC Sanitary Sewer SDR-26 (8-10') 249 LF $38.00 $9,462.00 WW-17 8" PVC Sanitary Sewer SDR-26 (10-12') 257 LF $43.00 $11,051.00 WW-18 4' Manhole (0-6') 3 EA $5,200.00 $15,600.00 WW-19 4' Manhole (6-8') 2 EA $6,300.00 $12,600.00 WW-20 4' Manhole (8-10') 1 EA $7,300.00 $7,300.00 WW-21 4' Manhole (10-12') 3 EA $8,800.00 $26,400.00 WW-22 6" Double PVC Sewer Service 13 EA $1,200.00 $15,600.00 WW-23 6" Single PVC Sewer Service 7 EA $900.00 $6,300.00 WW-24 Television Inspection 1,574 LF $5.00 $7,870.00 WW-25 4" PVC Force Main (C900, DR-14) 88 LF $23.00 $2,024.00 WW-26 4" PVC Force Main (C900, DR-18) 1,641 LF $20.00 $32,820.00 SUBTOTAL = $178,988.00 Turin Drive WW-27 8" PVC Sanitary Sewer SDR-26 (0-6') 250 LF $26.00 $6,500.00 WW-28 8" PVC Sanitary Sewer SDR-26 (6-8') 289 LF $33.00 $9,537.00 WW-29 8" PVC Sanitary Sewer SDR-26 (8-10') 489 LF $38.00 $18,582.00 WW-30 8" PVC Sanitary Sewer SDR-26 (10-12') 542 LF $43.00 $23,306.00 WW-31 8" PVC Sanitary Sewer SDR-26 (12-14') 46 LF $48.00 $2,208.00 WW-32 4' Manhole (0-6') 3 EA $5,200.00 $15,600.00 WW-33 4' Manhole (6-8') 2 EA $6,300.00 $12,600.00 WW-34 4' Manhole (8-10') 3 EA $7,300.00 $21,900.00 WW-35 6" Double PVC Sewer Service 16 EA $1,200.00 $19,200.00 WW-36 6" Single PVC Sewer Service 9 EA $900.00 $8,100.00 WW-37 Television Inspection 1,616 LF $5.00 $8,080.00 SUBTOTAL = $145,613.00 Trieste Lane WW-38 8" PVC Sanitary Sewer SDR-26 (0-6') 906 LF $26.00 $23,556.00 Packet Pg. 117 16.A.3.c WW-39 8" PVC Sanitary Sewer SDR-26 (6-8') 718 LF $33.00 $23,694.00 WW-40 8" PVC Sanitary Sewer SDR-26 (8-10') 774 LF $38.00 $29,412.00 WW-41 8" PVC Sanitary Sewer SDR-26 (10-12') 445 LF $43.00 $19,135.00 WW-42 8" PVC Sanitary Sewer SDR-26 (12-14') 335 LF $48.00 $16,080.00 WW-43 4' Manhole (0-6') 3 EA $5,200.00 $15,600.00 WW-44 4' Manhole (6-8') 6 EA $6,300.00 $37,800.00 WW-45 4' Manhole (8-10') 4 EA $7,300.00 $29,200.00 WW-46 4' Manhole (10-12') 2 EA $8,800.00 $17,600.00 WW-47 4' Manhole (12-14') 3 EA $9,900.00 $29,700.00 WW-48 6" Double PVC Sewer Service 29 EA $1,200.00 $34,800.00 WW-49 6" Single PVC Sewer Service 17 EA $900.00 $15,300.00 WW-50 Television Inspection 3,178 LF $5.00 $15,890.00 WW-51 4" PVC Force Main (C900, DR-18) 278 LF $20.00 $5,560.00 WW-52 4" PVC Force Main (C900, DR-14) 36 LF $23.00 $828.00 WW-53 Pump Station 1 LS $406,457.00 $406,457.00 SUBTOTAL = $720,612.00 Mazzini Street WW-54 8" PVC Sanitary Sewer SDR-26 (6-8') 404 LF $33.00 $13,332.00 WW-55 8" PVC Sanitary Sewer SDR-26 (8-10') 140 LF $38.00 $5,320.00 WW-56 4' Manhole (6-8') 2 EA $6,300.00 $12,600.00 WW-57 4' Manhole (8-10') 1 EA $7,300.00 $7,300.00 WW-58 4' Manhole (10-12') 1 EA $8,800.00 $8,800.00 WW-59 6" Double PVC Sewer Service 6 EA $1,200.00 $7,200.00 WW-60 6" Single PVC Sewer Service 5 EA $900.00 $4,500.00 WW-61 Television Inspection 544 LF $5.00 $2,720.00 SUBTOTAL = $61,772.00 Derna Street WW-62 8" PVC Sanitary Sewer SDR-26 (0-6') 355 LF $26.00 $9,230.00 WW-63 8" PVC Sanitary Sewer SDR-26 (6-8') 372 LF $33.00 $12,276.00 WW-64 4' Manhole (0-6') 3 EA $5,200.00 $15,600.00 WW-65 4' Manhole (6-8') 2 EA $6,300.00 $12,600.00 WW-66 6" Double PVC Sewer Service 8 EA $1,200.00 $9,600.00 WW-67 6" Single PVC Sewer Service 8 EA $900.00 $7,200.00 WW-68 Television Inspection 727 LF $5.00 $3,635.00 SUBTOTAL = $70,141.00 Cortina Street WW-69 8" PVC Sanitary Sewer SDR-26 (0-6') 354 LF $26.00 $9,204.00 WW-70 8" PVC Sanitary Sewer SDR-26 (6-8') 448 LF $33.00 $14,784.00 WW-71 8" PVC Sanitary Sewer SDR-26 (8-10') 82 LF $38.00 $3,116.00 WW-72 4' Manhole (0-6') 2 EA $5,200.00 $10,400.00 WW-73 4' Manhole (6-8') 2 EA $6,300.00 $12,600.00 WW-74 4' Manhole (10-12') 1 EA $8,800.00 $8,800.00 WW-75 6" Double PVC Sewer Service 10 EA $1,200.00 $12,000.00 WW-76 6" Single PVC Sewer Service 6 EA $900.00 $5,400.00 WW-77 Television Inspection 884 LF $5.00 $4,420.00 SUBTOTAL = $80,724.00 Gavello Street WW-78 8" PVC Sanitary Sewer SDR-26 (0-6') 124 LF $26.00 $3,224.00 WW-79 4' Manhole (6-8') 1 EA $6,300.00 $6,300.00 WW-80 4' Manhole (8-10') 1 EA $7,300.00 $7,300.00 WW-81 6" Double PVC Sewer Service 1 EA $1,200.00 $1,200.00 WW-82 Television Inspection 124 LF $5.00 $620.00 SUBTOTAL = $18,644.00 TOTAL = $1,436,976.00 Packet Pg. 118 16.A.3.c EstimatedUnit Item # Description Unit Price Amount Quantity Barcis Drive PW-1 8" PVC Water Main (C900, DR-14) 107 LF $30.00 $3,210.00 PW-2 8" PVC Water Main (C900, DR-18) 880 LF $28.00 $24,640.00 PW-3 10" PVC Water Main (C900, DR-18) 64 LF $35.00 $2,240.00 PW-4 12" PVC Water Main (C900, DR-18) 341 LF $40.00 $13,640.00 PW-5 12" PVC Water Main (C900, DR-14) 46 LF $43.00 $1,978.00 PW-6 12" Gate Valve 3 EA $3,000.00 $9,000.00 PW-7 8" Gate Valve 5 EA $2,000.00 $10,000.00 PW-8 Temporary Blow -Off 2 EA $2,500.00 $5,000.00 PW-9 Fire Hydrant, Complete 4 EA $5,000.00 $20,000.00 PW-10 Connect to Existing 1 EA $2,500.00 $2,500.00 SUBTOTAL = $92,208.00 Vittorio Street PW-11 8" PVC Water Main (C900, DR-14) 32 LF $30.00 $960.00 PW-11 8" PVC Water Main (C900, DR-18) 1,307 LF $28.00 $36,596.00 PW-12 1.5" Double Water Service, Complete 24 EA $1,200.00 $28,800.00 PW-13 1.5" Single Water Service, Complete 2 EA $1,000.00 $2,000.00 PW-14 Fire Hydrant, Complete 2 EA $5,000.00 $10,000.00 PW-15 Temporary Blow -Off 1 EA $2,500.00 $2,500.00 PW-16 8" Gate Valve 2 EA $2,000.00 $4,000.00 SUBTOTAL = $84,856.00 Cassio Way PW-17 12" PVC Water Main (C900, DR-18) 1630 LF $40.00 $65,200.00 PW-18 1.5" Single Water Service, Complete 3 EA $1,000.00 $3,000.00 PW-19 1.5" Double Water Service, Complete 15 EA $1,200.00 $18,000.00 PW-20 Fire Hydrant, Complete 3 EA $5,000.00 $15,000.00 SUBTOTAL = $101,200.00 Turin Drive PW-21 10" PVC Water Main (C900, DR-18) 1,687 LF $34.00 $57,358.00 PW-22 1.5" Single Water Service, Complete 6 EA $1,000.00 $6,000.00 PW-23 1.5" Double Water Service, Complete 17 EA $1,200.00 $20,400.00 PW-24 10" Gate Valve $1.00 EA $2,500.00 $2,500.00 PW-25 Temporary Blow -Off 1 EA $2,500.00 $2,500.00 PW-26 Fire Hydrant, Complete 4 EA $5,000.00 $20,000.00 SUBTOTAL = $108,758.00 Trieste Lane PW-27 8" PVC Water Main (C900, DR-14) 137 LF $30.00 $4,110.00 PW-28 8" PVC Water Main (C900, DR-18) 3,336 LF $28.00 $93,408.00 PW-29 12" Gate Valve 1 EA $3,000.00 $3,000.00 PW-30 8" Gate Valve 7 EA $2,000.00 $14,000.00 PW-31 1.5" Single Water Service, Complete 7 EA $1,000.00 $7,000.00 PW-32 1.5" Double Water Service, Complete 32 EA $1,200.00 $38,400.00 Packet Pg. 119 16.A.3.c PW-33 Temporary Blow -Off 1 EA $2,500.00 $2,500.00 PW-34 Fire Hydrant, Complete 7 EA $5,000.00 $35,000.00 SUBTOTAL = $197,418.00 Mazzini Street PW-35 8" PVC Water Main (C900, DR-18) 573 LF $28.00 $16,044.00 PW-36 1.5" Single Water Service, Complete 3 EA $1,000.00 $3,000.00 PW-37 1.5" Double Water Service, Complete 7 EA $1,200.00 $8,400.00 PW-38 Temporary Blow -Off 1 EA $2,500.00 $2,500.00 PW-39 Fire Hydrant, Complete 1 EA $5,000.00 $5,000.00 SUBTOTAL = $34,944.00 Derna Street PW-40 8" PVC Water Main (C900, DR-18) 743 LF $28.00 $20,804.00 PW-41 1.5" Single Water Service, Complete 3 EA $1,000.00 $3,000.00 PW-42 1.5" Double Water Service, Complete 11 EA $1,200.00 $13,200.00 PW-43 Temporary Blow -Off 1 EA $2,500.00 $2,500.00 PW-44 Fire Hydrant, Complete 2 EA $5,000.00 $10,000.00 SUBTOTAL = $49,504.00 Cortina Way PW-45 8" PVC Water Main (C900, DR-18) 909 LF $28.00 $25,452.00 PW-46 1.5" Single Water Service, Complete 4 EA $1,000.00 $4,000.00 PW-47 1.5" Double Water Service, Complete 11 EA $1,200.00 $13,200.00 PW-48 Temporary Blow -Off 1 EA $2,500.00 $2,500.00 PW-49 Fire Hydrant, Complete 1 EA $5,000.00 $5,000.00 SUBTOTAL = $50,152.00 Gavello Street PW-50 8" PVC Water Main (C900, DR-18) 138 LF $28.00 $3,864.00 PW-51 1.5" Double Water Service, Complete 1 EA $1,200.00 $1,200.00 PW-52 1.5" Single Water Service, Complete 1 EA $1,000.00 $1,000.00 PW-53 Temporary Blow -Off 1 EA $2,500.00 $2,500.00 SUBTOTAL = $8,564.00 TOTAL = $727,604.00 r 0 U m Z c� 0 L d 4- 0 c 0 .Q O r c m E t R .r r a Packet Pg. 120 16.A.3.c EstimatedUnit Item # Description Unit Price Amount Quantity EW-1 Single Row Silt Fence 9,564 LF $2.00 $19,128.00 EW-2 Sod (V Behind Curb) 1,194 SY $2.50 $2,985.00 SUBTOTAL = $22,113.00 Packet Pg. 121 16.A.3.c Item # Description EstimatedUnit Unit Price Amount Quantity P-1 Signing & Marking - Entire Project 1 LS $36,000.00 $36,000.00 SUBTOTAL = $36,000.00 Vittorio Street P-2 3/4" Asphaltic Concrete (Type S-III) First Lift 3,265 SY $5.50 $17,957.50 P-3 3/4" Asphaltic Concrete (Type S-III) Second Lift 3,265 SY $5.50 $17,957.50 P-4 6" Limerock Base (Compacted and Primed) 3,265 SY $8.50 $27,752.50 P-5 12" Stabilized Subgrade 3,582 SY $5.00 $17,910.00 P-6 2' Valley Gutter 2,202 LF $13.00 $28,626.00 P-6 Type "F" Curb 438 LF $17.00 $7,446.00 P-7 Type "A" Curb 166 LF $15.00 $2,490.00 P-8 ADA Warning Pads 2 EA $850.00 $1,700.00 P-9 5" Concrete Sidewalk 1,024 SY $28.00 $28,672.00 SUBTOTAL = $150,511.50 Barcis Drive P-10 3/4" Asphaltic Concrete (Type S-III) First Lift 4,871 SY $5.50 $26,790.50 P-11 3/4" Asphaltic Concrete (Type S-III) Second Lift 4,871 SY $5.50 $26,790.50 P-12 6" Limerock Base (Compacted and Primed) 4,871 SY $8.50 $41,403.50 P-13 12" Stabilized Subgrade 5,168 SY $5.00 $25,840.00 P-14 Type "F" Curb 2,560 LF $17.00 $43,520.00 P-15 ADA Warning Pads 8 EA $850.00 $6,800.00 P-16 5" Concrete Sidewalk 1,399 SY $28.00 $39,172.00 P-17 Temporary Cul De Sac 1 LS $1,500.33 $1,500.33 SUBTOTAL = $211,816.83 Cassio Way P-18 3/4" Asphaltic Concrete (Type S-III) First Lift 3,584 SY $5.50 $19,712.00 P-19 3/4" Asphaltic Concrete (Type S-III) Second Lift 3,584 SY $5.50 $19,712.00 P-20 6" Limerock Base (Compacted and Primed) 3,584 SY $8.50 $30,464.00 P-21 12" Stabilized Subgrade 3,948 SY $5.00 $19,740.00 P-22 Type "F" Curb 361 LF $17.00 $6,137.00 P-23 2' Valley Gutter 2,864 LF $13.00 $37,232.00 P-24 5" Concrete Sidewalk 1,791 EA $28.00 $50,148.00 SUBTOTAL = $183,145.00 Trieste Lane P-25 3/4" Asphaltic Concrete (Type S-III) First Lift 7,931 SY $5.50 $43,620.50 P-26 3/4" Asphaltic Concrete (Type S-III) Second Lift 7,931 SY $5.50 $43,620.50 P-27 6" Limerock Base (Compacted and Primed) 7,931 SY $8.50 $67,413.50 P-28 12" Stabilized Subgrade 8,695 SY $5.00 $43,475.00 P-29 2' Valley Gutter 4,546 LF $13.00 $59,098.00 P-29 Type "A" Curb 166 LF $15.00 $2,490.00 P-30 Type "F" Curb 2,058 LF $17.00 $34,986.00 P-31 ADA Warning Pads 8 EA $850.00 $6,800.00 P-32 5" Concrete Sidewalk 3,652 SY $28.00 $102,256.00 SUBTOTAL = $403,759.50 r a Packet Pg. 122 16.A.3.c Cortina Street P-33 3/4" Asphaltic Concrete (Type S-III) First Lift 2,259 SY $5.50 $12,424.50 P-34 3/4" Asphaltic Concrete (Type S-III) Second Lift 2,259 SY $5.50 $12,424.50 P-35 6" Limerock Base (Compacted and Primed) 2,259 SY $8.50 $19,201.50 P-36 12" Stabilized Subgrade 2,482 SY $5.00 $12,410.00 P-37 2' Valley Gutter 1,824 LF $13.00 $23,712.00 P-38 Type "A" Curb 166 LF $15.00 $2,490.00 P-39 5" Concrete Sidewalk 1,025 SY $28.00 $28,700.00 SUBTOTAL = $111,362.50 Derna Street P-40 3/4" Asphaltic Concrete (Type S-III) First Lift 1,905 SY $5.50 $10,477.50 P-41 3/4" Asphaltic Concrete (Type S-III) Second Lift 1,905 SY $5.50 $10,477.50 P-42 6" Limerock Base (Compacted and Primed) 1,905 SY $8.50 $16,192.50 P-43 12" Stabilized Subgrade 2,094 SY $5.00 $10,470.00 P-44 Type "A" Curb 166 LF $15.00 $2,490.00 P-45 2' Valley Gutter 1,507 LF $13.00 $19,591.00 P-46 5" Concrete Sidewalk 849 SY $28.00 $23,772.00 SUBTOTAL = $93,470.50 Mazzini Street P-47 3/4" Asphaltic Concrete (Type S-III) First Lift 1,470 SY $5.50 $8,085.00 P-48 3/4" Asphaltic Concrete (Type S-III) Second Lift 1,470 SY $5.50 $8,085.00 P-49 6" Limerock Base (Compacted and Primed) 1,470 SY $8.50 $12,495.00 P-50 12" Stabilized Subgrade 1,636 SY $5.00 $8,180.00 P-51 2' Valley Gutter 1134 LF $13.00 $14,742.00 P-52 Type "A" Curb 166 LF $15.00 $2,490.00 P-53 5" Concrete Sidewalk 257 SY $28.00 $7,196.00 SUBTOTAL = $61,273.00 Gavello Street P-48 3/4" Asphaltic Concrete (Type S-III) First Lift 34 SY $5.50 $187.00 P-49 3/4" Asphaltic Concrete (Type S-III) Second Lift 34 SY $5.50 $187.00 P-50 6" Limerock Base (Compacted and Primed) 34 SY $8.50 $289.00 P-51 12" Stabilized Subgrade 35 SY $5.00 $175.00 P-52 2' Valley Gutter 135 LF $13.00 $1,755.00 P-53 Type "F" Curb 137 LF $17.00 $2,329.00 P-54 5" Concrete Sidewalk 151 SY $28.00 $4,228.00 P-55 Temporary Cul De Sac 1 LS $2,000.00 $2,000.00 SUBTOTAL = $11,150.00 Turin Drive P-56 3/4" Asphaltic Concrete (Type S-III) First Lift 4,031 SY $5.50 $22,170.50 P-57 3/4" Asphaltic Concrete (Type S-III) Second Lift 4,031 SY $5.50 $22,170.50 P-58 6" Limerock Base (Compacted and Primed) 4,031 SY $8.50 $34,263.50 P-59 12" Stabilized Subgrade 4,432 SY $5.00 $22,160.00 P-60 2' Valley Gutter 3,421 LF $13.00 $44,473.00 P-61 Type "A" Curb 166 LF $15.00 $2,490.00 P-62 5" Concrete Sidewalk 1,909 SY $28.00 $53,452.00 SUBTOTAL = $201,179.50 TOTAL = $1,463,668.33 Packet Pg. 123 16.A.3.c EstimatedUnit Item # Description Unit Price Amount Quantity Barcis Road D-1 15" RCP 164 LF $35.00 $5,740.00 D-2 18" RCP 91 LF $40.00 $3,640.00 D-13 36" RCP 212 LF $100.00 $21,200.00 D-14 15" Flared End 1 EA $2,100.00 $2,100.00 D-15 18" Flared End 1 EA $2,300.00 $2,300.00 D-16 36" Flared End 2 EA $3,700.00 $7,400.00 D-17 Type 9 Inlet 6 EA $4,800.00 $28,800.00 D-18 Inlet Protection 6 EA $1,000.00 $6,000.00 SUBTOTAL = $77,180.00 Vittorio Street D-19 12" HDPE 296 LF $20.00 $5,920.00 D-20 15" RCP 20 LF $35.00 $700.00 D-21 18" RCP 134 LF $40.00 $5,360.00 D-22 24" RCP 448 LF $55.00 $24,640.00 D-23 18" Flared End 1 EA $2,300.00 $2,300.00 D-24 24" Flared End 2 EA $2,500.00 $5,000.00 D-25 Valley Gutter Inlet 6 EA $3,300.00 $19,800.00 D-26 Yard Drain 8 EA $1,000.00 $8,000.00 D-27 Inlet Protection 6 EA $1,000.00 $6,000.00 SUBTOTAL = $77,720.00 Cassio Way D-28 12" HDPE 478 LF $20.00 $9,560.00 D-29 15" RCP 101 LF $35.00 $3,535.00 D-30 18" RCP 36 LF $40.00 $1,440.00 D-31 24" RCP 257 LF $55.00 $14,135.00 D-32 36" RCP 806 LF $56.00 $45,136.00 D-30 15" Flared End 1 EA $2,100.00 $2,100.00 D-31 24" Flared End 1 EA $2,500.00 $2,500.00 D-32 36" Flared End 4 EA $3,700.00 $14,800.00 D-33 Type 9 Inlet 1 EA $4,800.00 $4,800.00 D-31 Valley Gutter Inlet 5 EA $3,300.00 $16,500.00 D-32 Yard Drain 3 EA $1,000.00 $3,000.00 D-33 Grate Inlet 2 EA $3,000.00 $6,000.00 D-34 Inlet Protection 7 EA $1,000.00 $7,000.00 SUBTOTAL = $130,506.00 Packet Pg. 124 16.A.3.c Turin Drive D-35 18" RCP 70 LF $40.00 $2,800.00 D-36 24" RCP 454 LF $55.00 $24,970.00 D-37 36" RCP 512 LF $100.00 $51,200.00 D-38 24" Flared End 2 EA $2,500.00 $5,000.00 D-39 36" Flared End 2 EA $3,700.00 $7,400.00 D-40 Valley Gutter Inlet 6 EA $3,300.00 $19,800.00 D-41 Inlet Protection 6 EA $1,000.00 $6,000.00 SUBTOTAL = $117,170.00 Trieste Lane D-42 12" HDPE 462 LF $20.00 $9,240.00 D-43 15" RCP 63 LF $35.00 $2,205.00 D-44 18" RCP 753 LF $40.00 $30,120.00 D-45 24" RCP 86 LF $55.00 $4,730.00 D-46 36" RCP 1,175 LF $100.00 $117,500.00 D-47 12" Flared End 1 EA $1,900.00 $1,900.00 D-48 18" Flared End 3 EA $2,300.00 $6,900.00 D-49 24" Flared End 1 EA $2,500.00 $2,500.00 D-50 36" Flared End 6 EA $3,700.00 $22,200.00 D-51 Yard Drain 3 EA $1,000.00 $3,000.00 D-52 Grate Inlet 2 EA $3,000.00 $6,000.00 D-53 Type 9 Inlet 4 EA $4,800.00 $19,200.00 D-54 Valley Gutter Inlet 10 EA $3,300.00 $33,000.00 D-55 Inlet Protection 16 EA $1,000.00 $16,000.00 SUBTOTAL = $274,495.00 Cortina Street D-56 12" HDPE 178 LF $20.00 $3,560.00 D-57 15" RCP 20 LF $35.00 $700.00 D-58 18" RCP 220 LF $40.00 $8,800.00 D-59 36" RCP 472 LF $100.00 $47,200.00 D-60 12" Flared End 1 EA $1,900.00 $1,900.00 D-61 24" Flared End 1 EA $2,500.00 $2,500.00 D-61 36" Flared End 2 EA $3,700.00 $7,400.00 D-58 Grate Inlet 1 EA $3,000.00 $3,000.00 D-59 Yard Drain 1 EA $1,000.00 $1,000.00 D-60 Valley Gutter Inlet 4 EA $3,300.00 $13,200.00 D-61 Inlet Protection 5 EA $1,000.00 $5,000.00 SUBTOTAL = $94,260.00 r 0 U m M c� 0 L d 4- 0 c 0 .Q O r c m E t R .r r a Packet Pg. 125 16.A.3.c Derna Street D-62 18" RCP 20 LF $40.00 $800.00 D-63 24" RCP 235 LF $55.00 $12,925.00 D-64 36" RCP 477 LF $100.00 $47,700.00 D-65 24" Flared End 1 EA $2,500.00 $2,500.00 D-66 36" Flared End 2 EA $3,700.00 $7,400.00 D-67 Valley Gutter Inlet 4 EA $3,300.00 $13,200.00 D-68 Inlet Protection 4 EA $1,000.00 $4,000.00 SUBTOTAL = $88,525.00 Mazzini Street D-69 36" RCP 474 LF $100.00 $47,400.00 D-70 36" Flared End 2 EA $3,700.00 $7,400.00 D-71 Grate Inlet 1 EA $3,700.00 $3,700.00 D-72 Valley Gutter Inlet 2 EA $3,000.00 $6,000.00 D-73 Yard Drain 1 EA $3,300.00 $3,300.00 D-74 Inlet Protection 3 EA $1,000.00 $3,000.00 SUBTOTAL = $70,800.00 TOTAL = $930,656.00 a Packet Pg. 126 16.A.3.c EstimatedUnit Item # Description Unit Price Amount Quantity L-1 Street Lights 1 LS $100,000.00 $100,000.00 TOTAL = $100,000.00 Packet Pg. 127 16.A.3.c Item # Description EstimatedUnit Unit Price Amount Quantity L-1 Code Minimum Landscape & Secondary Irrigation 1 LS $175,000.00 $175,000.00 TOTAL = $175,000.00 Packet Pg. 128