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Agenda 06/27/2023 Item #16A 9 (Record the amended final plat of Caymas Replat)16.A.9 06/27/2023 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 amended final plat of Caymas Replat, (Application Number PL20220008455) approval of the standard form Construction and Maintenance Agreement, and approval of the performance security in the amount of $7,254,920.86. OBJECTIVE: To have the Board of County Commissioners (Board) approve recording the amended final plat of Caymas Replat, a subdivision of lands located in Section 11, Township 50 South, Range 26 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 amended final plat of Caymas Replat. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the San Marino RPUD, Ord. No. 2000-10, 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 amended final plat of Caymas Replat be approved for recording. There is an Insubstantial Change Plan (ICP) associated with this Plat. The required improvements for the Caymas Phase One ICP are included in application PL20220007279. FISCAL IMPACT: The project cost is $6,595,382.60 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $2,798,951.40 b) Drainage, Paving, Grading $3,796,431.20 The Security amount, equal to 110% of the project cost, is $7,254,920.86 The County will realize revenues as follows: Fund: 131 Growth Management Fund Agency: County Manager Cost Center: 138327 -- Land Development Services Revenue generated by this project: Total: $1,915.00 The bulk of the Review Fees are based on a construction estimate of $7,718,529 and were paid in January 2022 under PL20210003290 (approved PPLA). The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5. /ac) $ 1,915.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $ N/A c) Drainage, Paving, Grading (.75% const. est.) $ N/A d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $ N/A e) Drainage, Paving, Grading (2.25% const. est.) $ N/A 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 Packet Pg. 513 16.A.9 06/27/2023 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 final 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 endorse staff s recommendation to approve the final plat of Caymas Replat (Application Number PL20220008455) for recording with the following stipulations: 1. Approve the amount of $7,254,920.86 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 the 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. 514 16.A.9 06/27/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.9 Doc ID: 25572 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 amended final plat of Caymas Replat, (Application Number PL20220008455) approval of the standard form Construction and Maintenance Agreement, and approval of the performance security in the amount of $7,254,920.86. Meeting Date: 06/27/2023 Prepared by: Title: Technician — Development Review Name: Lucia Martin 05/18/2023 9:10 AM Submitted by: Title: Environmental Specialist — Growth Management and Community Development Department Name: Jaime Cook 05/18/2023 9:10 AM Approved By: Review: Development Review Brett Rosenblum Additional Reviewer Growth Management and Community Development Department Diane Lynch Operations & Regulatory Management Michael Stark Additional Reviewer Engineering & Natural Resources Jack McKenna Additional Reviewer Growth Management and Community Development Department Jaime Cook Transportation Management Operations Support Evelyn Trimino Growth Management and Community Development Department James C French County Attorney's Office Office of Management and Budget County Attorney's Office Office of Management and Budget County Manager's Office Board of County Commissioners Derek D. Perry Level 2 Attorney Review Debra Windsor Level 3 OMB Gatekeeper Review Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Laura Zautcke Additional Reviewer Geoffrey Willig Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 05/19/2023 7:37 AM Growth Management DepartmentCompleted 05/22/2023 5:27 PM Completed 05/23/2023 4:48 PM Completed 05/26/2023 1:55 PM Division Director Completed 06/01 /2023 9:36 AM Additional Reviewer Completed 06/01/2023 9:34 PM Growth Management Completed 06/07/2023 2:34 PM Completed 06/12/2023 10:56 AM Completed 06/12/2023 12:50 PM Completed 06/14/2023 10:55 AM Completed 06/16/2023 3:03 PM Completed 06/19/2023 9:11 AM 06/27/2023 9:00 AM Packet Pg. 515 16.A.9.a CAYMAS REPLAT LOCATION MAP C. d E m a ii N ti Lo Lo N CL O C O :r m 0 O J C O t V Q Packet Pg. 516 (jeldel1 SBWALO - field PUl,A Q =F=o�m dwUVOar 2° � 2 giO � QOZSFd Qom, i W��i xLLJ 6� a = 2 q� (T� N Z��wtt100 W 02 F W�OOQOww 2 Q�WO U 0>Q mN go mn ep N� Q�aoawz �, i N! zi�wz�io Q = a iz Wg e �za� Q to ox_orw W �i'2 ZLS9Z) dew field :Iuauay3e)Id pI''W WVz �wa1ma 2 �`04¢ m2W jg� irc - 2�¢ L�!�_ FN`o4 �o¢ oO� INo� - a' NS�NZO1 a¢ Ili 2 2OIN SRG2 402 � 2�¢4�0 � cmi�¢ $ � m o 2 u` 2¢2 h U z� �2co¢o 2 2�"e`SCWi oleo yi2`J'�2¢o0> C $ m° �2 4 m W 202We 2 v'i°00� N g 2 Zj2 �� j i 2 p� VUW I�FOiW N� Al o°WV�N 4� Q2zW'�"2$o�2O om W goW i��� 4NW 4 °�2 z 3� - �^ W ee e W . ¢>m Wo2 No� Z ¢ Z e 4 poG pii 02 you W� 2i"W g'oUa Z tmli ¢Jo c�.e �`IjB" o22NW0 J NS0°22�ONWe4 $ j CS of �`u W22 20 �o �^c No1` Q2�0' 2` 2N0�°2 2e4g>�2W¢ ro ti $ziQ >gz rc &4 ¢ kzrc3O 2Ns W� k4 2� i m 0 8i u °kz i n p gN¢�N2� '�.�� 3 m°F¢W N & Wei ° °Q. ai 'NWzm zAN Q Namg=i� �� m $ ekk �� ., zo2 � ¢ � ¢�W¢2 2W 3O� W$ ¢g U gg h2 �23 2O wW3 o�iWW 220 , �WoW �STCm p h OW ix2 =°� W ��� W����Ogo �' 4�,:�gm h %% u`w @�uW ¢ W`z Wg BNB;�i" `a � W2>� u� �OZWWa Q m 2 oN. °'8°ma N.¢°° �J$ 4� �' i N 4 3� m2 �4 W V2W g0'n W¢ U�`WOotit S°4Q2 W20WM �R C�J c2~ O� 200 Wg �" a� m OOJg W N p� � W � gp0 pW W W 42 $2 �,N 2 L> m>m�e0g ��' gW y0 17 Wi O�o �W, =ihz�`a2$ (jeldel1 SBWALO -1e1d IBUTA ZLSSZ) dew field :IuGwt43B)ld ow W Y� 4W �p ¢ 4�SW i 2 4U z- - O _�� 33¢o�¢m�yW o W�g2�22W¢ c�4i�my �^Ii ogjy�¢' 3W2'mo 4 2e ry (� N 22 U p2W x3 oWigzJ¢m$W3Iu' [� 6 N� myy.. ,m ¢¢��d\Y�Q ¢¢`¢42 �z¢44ep��o���C�e¢4��xu L�L,,'� U?,�°� � WOFW pg J4W0�ejo2 4J 4m4c,oi`4e,��o..c;4�44..ic, � OO • uu �l mn4m U ffiz � o3tL v]eNn � 3 m� F'ZLZ ,ZY M �YY,LY.00 S I I TRACT I °055" `e e I z[ R W W "a en 6l y I fD! 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SOVUL ol¢ w3 W ;„ ',ii =, n 44 i 8 133HS 33S;Q Ali o`pW' 4 n`m4�1 �iW 3NIIHDiVW !IL o Jai o�z -11mi _o V) Wq - -1� - ---------t--- -- -- z+---1--��- U -1N 015509' W--` T c1za�N 0/55'09' W-�� aL'zss 3.,BD, 66.00 N y o 3,B6,6b.00 N 1 z '1 1_ __ __.140'00'___ -_ �r g40.00'.-___ _ h �> 15�1 E59 I ]558 .F8L8Z 3„BD,6b.0pN 15" DE. j � 1 = U 60 57 U �' W 67 56 1 N 1 r� jLu 62 o I o 55 ^ cn O ICI (q 2 O 63 111 'i 54 1 140' J LL 64 I 53 1 '^ w OdQ�U �11 65 ¢I 1� OO�U ¢I 52 e Iw W ,W°oq�+ 66 � I W 51 y��O tiU 440 ^'� �W Iw " Q m 1yo fl m 67 W u 50mQ z `V 0 U4 1= Q J Ua. RI¢ 2 IU U U W Z o 0 68 ~ 49 la h � Ld a, J 69 48 1 O U W 70 15' 0.E sz sz 47 15"OELU 1 µP _ __ __ ___ ___ __ _ _ W m m 71 �6 ] ].5' 46 1 �m� o Q 72 45 a ! 73 j 44 �0 1 11 140.00' 1 N 0155,09, W a I'; Wo � m L4a— LL'O62 74 oui .8s6a1 z.eb osooN ,089L5 3.�8Y,OS N u W 113 75 hg ply ;;mh$ v l v v (1 V7d S/HL jO IL/Vd Y ION) Z 6d) i I+1 76 � � iN0 35Vid SV/L'( vo i cz - ____ 09:9LY'-'3 OON N______ �______. 77,, '\`J - N --------- - -------------------- ______________________—____________________— SZ L66 W • ,OS N � w 9Z-OS-I[ NO(L�35 JO _ 3.5b,0£00 N _ %f M'N 3HL d0 3N/] AI (!86 UO) 0NVi13700& U3/7700 - - - - - - WWW3W3WWW WWW3W3W3W h�romm rya pA�nmoao'ne yma � �mm�" m8mm zzzzzzzzzzzzzzzzzz 8n �V 16.A.9.c Caymas Phase One (fka San Marino) Wastewater 52,447,584.60 $2,102,359.40 -$345,225.20 Water $686,963.00 $696,592.00 $9,629.00 Sub -total $3,134,547.60 $2,798,951.40 -$335,596.20 Earthwork $88,652.00 $96,407.20 $7,755.20 Paving $1,515,696.70 $1,696,491.00 $180,794.30 Drainage $1,108,026.50 $1,431,635.00 $323,608.50 Offsite Improvemets $899,163.00 $0.00 -$899,163.00 Code Min. Landscaping $174,147.50 $179,798.00 $5,650.50 Misc. Structures $126,210.00 $108,600.00 -$17,610.00 Irrigation $415,585.70 $0.00 -$415,585.70 Lighting $256,500.00 $283,500.00 $27,000.00 Sub -Total $4,583,981.40 $3,796,431.20 -$787,550.20 Total $7,718,529.00 $6,595,382.60 -$1,123,146.40 10%O&M $771,852.90 $659,538.26 ($112,314.64) Grand Total $8,490,381.90 $7,254,920.86 ($1,235,461.04) Fees Fire Review $ 100.00 First Sheet ($400.00), $100.00 for each additional $ 300.00 Total $ 400.00 Notes: 1) This Opinion of Probable Cost (OPC) shall be used for budgeting 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. ".�`;���.? �'!:!qq''.� 5) Does not include enhanced landscape or hardscape features. Jacquelyn M. Larocque, P.E. State of Florida Professional Engineer License No. 85247 on 05/02/2023 using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Q0; CENSFOc�G�� Dlgltally signed by ::*= Jacquelyn M _*: Nc.85247 _ Larocque * ��0 •, STATE OF •��� Date: 2023.05.02 14:48:23-04'00' Jacquelyn M.Larocque,P.E Date:05/02/2023 Florida License #85247 COA #8636 Packet Pg. 530 16.A.9.c Item # Description PPLA #2 Quantity Unit POTABLE Unit Price PPLA tt2 Amount PL20200000171 ICP Quantity ICP Amount Difference W-1 Connect to Existing 12" Water Main 1 EA $2,500.00 $2,500.00 1 $2,500.00 $0.00 W-2 1" Single Water Service, Complete 62 EA $950.00 $58,900.00 65 $61,750.00 $2,850.00 W-3 1.5" Double Water Service, Complete 106 EA $1,000.00 $106,000.00 102 $102,000.00 -$4,000.00 W-4 6" PVC Water Main )C900, DR 18) 2,358 LF $20.00 $47,160.00 2,328 $46,560.00 -$600.00 W-5 6" PVC Water Main )C900, DR 14) 82 LF $24.00 $1,968.00 82 $1,968.00 $0.00 W-6 ! PVC Water Main )C900, DR 18) 9,519 LF $28.00 $266,532.00 10,476 $293,328.00 $26,796.00 W-7 8PVC Water Main )C900, DR 14) 225 LF $30.00 $6,750.00 225 $6,750.00 $0.00 W-8 12" PVC Water Main )C900, DR 18) 58 LF $42.00 $2,436.00 58 $2,436.00 $0.00 W-9 6" Gate Valve 5 EA $1,500.00 $7,500.00 5 $7,500.00 $0.00 W-10 8" Gate Valve 10 EA $2,000.00 $20,000.00 12 $24,000.00 $4,000.00 W-11 Fire Hydrant, Complete 29 EA $4,300.00 $124,700.00 29 $124,700.00 $0.00 W-12 Temporary Blow Off with Automatic Flushing Device 5 EA $3,500.00 $17,500.00 6 $21,000.00 $3,500.00 W-13 Temporary Bacterial Sample Point 3 EA $350.00 $1,050.00 6 $2,100.00 $1,050.00 PPLAp25UBTOTAL= ICPSUBTOTAL= DIFF. TOTAL= $662,996.00 $696,592.00 $33,596.00 Packet Pg. 531 16.A.9.c SANITARY Item # Description PPLA #2 Unit Unit Price PPLA #2 Amount ICP Quantity ICP Amount Difference Quantity PL20200000171 WW-1 Connect to Existing Force Main 1 EA WW-2 6" PVC Force Main (C900, DR-18) 925 LF WW-3 6" PVC Force Main (C900, DR-14) 59 LF WW-4 4" PVC Force Main (C900, DR-18) 1,866 LF WW-5 4" PVC Force Main (C900, DR-14) 30 LF WW-6 6" PVC Force Main Plug Valve 2 EA WW-7 4" PVC Force Main Plug Valve 1 EA WW-8 Pump Station, Complete 3 EA W W-9 8" PVC Sanitary Sewer SDR-26 (0-6') 1056 LF W W-10 8" PVC Sanitary Sewer SDR-26 (6-8') 3001 LF W W-11 8" PVC Sanitary Sewer SDR-26 (8-10') 2329 LF WW-12 8" PVC Sanitary Sewer SDR-26(10-12') 1997 LF WW-13 8" PVC Sanitary Sewer SDR-26(12-14') 786 LF WW-14 8" PVC Sanitary Sewer SDR-26(14-16') 474 LF WW-15 8" PVC Sanitary Sewer SDR-26(16-18') 440 LF WW-16 8" PVC Sanitary Sewer SDR-26(18-20') 191 LF WW-17 Manhole 4' Diameter with IET Coating (0-6') 4 EA WW-18 Manhole 4' Diameter with IET Coating (6-8') 11 EA WW-19 Manhole 4' Diameter with IET Coating (8-10') 9 EA WW-20 Manhole 4' Diameter with IET Coating (10-12') 9 EA WW-21 Manhole 4' Diameter with IET Coating (12-14') 11 EA WW-22 Manhole 4' Diameter with IET Coating (14-16') 4 EA WW-23 Manhole 4' Diameter with IET Coating (16-18') 2 EA WW-24 Manhole 4' Diameter with IET Coating (18-20') 3 EA WW-25 6" Single PVC Sewer Service w/ Cleanout 40 EA WW-26 6" Double PVC Sewer Service w/ Cleanout 117 EA WW-27 Television Inspection 10,274 LF WW-28 Directional Drill 300 LF PPLA#2 SUBTOTAL = ICP SUBTOTAL= DIFF. SUBTOTAL= $2,451,366.60 $2,102,359.40 4349,007.20 Packet Pg. 532 16.A.9.c Item # IDescription I Quant ty Unit I Unit Price pL 0 0 000171t I ICP Quantity I ICP Amount Difference EW-1 Sod (1' Behind Curb) 250 SY $2.20 $550.00 3181 $6,998.20 $6,448.20 EW-2 Sod (20 FT Lake Maintenance Easement) 30,368 SY $2.00 $60,736.00 30368 $60,736.00 $0.00 EW-3 Sod (Swales) 5,537 SY $2.00 $11,074.00 6254 $12,508.00 $1,434.00 EW-4 2' Silt Fence (Single Row) 9,052 LF $1.00 $9,052.00 9645 $9,645.00 $593.00 EW-5 2' Silt Fence (Double Row) 3,620 LF $2.00 $7,240.00 3260 $6,520.00 -$720.00 PPLA#2 SUBTOTAL = ICP SUBTOTAL = DIFF. SUBTOTAL = $88,652.00 1 $96,407.20 $7,755.20 Packet Pg. 533 16.A.9.c PPLA #2 1 PPLA #2 Amount Item # Description Unit I Unit Price I ICP Quantity I ICP Amount I Difference P-1 3/4" Asphaltic Concrete (Type S-III) First Lift 27,481 SY $6.50 $178,626.50 31,746 $206,349.00 $27,722.50 P-2 3/4" Asphaltic Concrete (Type S-III) Second Lift 27,481 SY $6.50 $178,626.50 31,746 $206,349.00 $27,722.50 P-3 6" Limerock Base (Compacted and Primed) 27,481 SY $8.50 $233,588.50 31,746 $269,841.00 $36,252.50 P-4 12" Stabilized Subgrade (Onsite Material) 30,143 SY $5.00 $150,715.00 34,726 $173,630.00 $22,915.00 P-5 Valley Gutter 21,544 LF $13.00 $280,072.00 21,827 $283,751.00 $3,679.00 P-6 Type"A" Curb & Gutter 339 LF $15.00 $5,085.00 339 $5,085.00 $0.00 P-7 Type"F" Curb & Gutter 1,910 LF $17.00 $32,463.20 3,250 $55,250.00 $22,786.80 P-8 4" Concrete Sidewalk (Reinforced) 13,060 SY $32.00 $417,920.00 14,248 $455,936.00 $38,016.00 P-9 Signing and Marking 1 LS $15,000.00 $15,000.00 1 $15,000.00 $0.00 P-10 ADA Warning Pads 16 EA $850.00 $13,600.00 18 $15,300.00 $1,700.00 P-11 Temporary Turn around 2 EA $5,000.00 $10,000.00 2 $10,000.00 $0.00 PPLA#2 SUBTOTAL = ICPSUBTOTAL= DIFF.SUBTOTAL= $1,515,696.70 $1,696,491.00 $180,794.30 Packet Pg. 534 16.A.9.c DRAINAGE Item # Description PPLA #2 Unit Unit Price PpLA #2 Amount ICP Quantity ICP Amount Difference Quantity I I PL20200000171 DR-1 12" HDPE 4,090 LF DR-2 15" HDPE 0 LF DR-3 15" RCP 1,195 LF DR-4 18" RCP 883 LF DR-5 24" RCP 3,068 LF DR-6 30" RCP 1,498 LF DR-7 36" RCP 2,727 LF DR-8 42" RCP 0 LF DR-9 48" RCP 0 LF DR-10 15" Flared End 1 A DR-11 24" Flared End 11 EA DR-12 30" Flared End 7 EA DR-13 36" Flared End 12 EA DR-14 42" Flared End 0 EA DR-15 48" Flared End 0 EA DR-16 Type 9 Inlet 4 EA DR-17 Valley Gutter Inlet 42 EA DR-18 Grate Inlet 17 EA DR-19 Yard Drain 28 EA DR-20 Junction Box 7 EA DR-21 Control Structure 1 A DR-22 Inlet Protection 63 EA $20.00 $81,808.00 1162 $23,240.00-$58,568.00 $25.00 $0.00 2976 $74,400.00 $74,400.00 $2,100.00 $2,100.00 0 $0.00-$2,100.00 $3,000.00 $51,000.00 16 $48,000.00-$3,000.00 PPLA#2 SUBTOTAL = ICPSUBTOTAL= DIFF.SUBTOTAL= $1,108,026.50 $1,431,635.00 $323,608.50 Packet Pg. 535 16.A.9.c Item # Description PPLA #2 Quantity OFFSITE Unit IMPROVEMENTS Unit Price PPLA #2 Amount PL20200000171 ICP Quantity ICP Amount M Difference OS-1 24' Con -Span Bridge with wingwalls 1 S $750,000.00 $750,000.00 0 $0.00 -$750,000.00 OS-2 3/4" Asphaltic Concrete (Type S-III) First Lift 651 SY $6.50 $4,231.50 0 $0.00 -$4,231.50 OS-3 3/4" Asphaltic Concrete (Type S-III) First Lift 651 SY $6.50 $4,231.50 0 $0.00 -$4,231.50 OS-4 Type "F" Curb 500 LF $11.00 $5,500.00 0 $0.00 -$5,500.00 OS-5 Right Turn lane 1 S $40,000.00 $40,000.00 0 $0.00 -$40,000.00 OS-6 Left Turn Lane 1 S $40,000.00 $40,000.00 0 $0.00 -$40,000.00 OS-7 M.O.T. 1 S $10,000.00 $10,000.00 0 $0.00 -$10,000.00 OS-8 Signage and Striping 1 S $15,000.00 $15,000.00 0 $0.00 -$15,000.00 OS-9 Guardrail 302 LF $100.00 $30,200.00 0 $0.00 -$30,200.00 PPLA#2 SUBTOTAL = ICP SUBTOTAL = DIFF. SUBTOTAL= $899,163.00 $0.00 -$899,163.00 Packet Pg. 536 16.A.9.c LANDSCAPING Item # Description PPLA #2 Unit Unit Price PPLA #2 Amount ICP Quantity ICP Amount Difference Quantity I PL20200000171 L-1 Code Minimum Landscaping 1 LS $150,000.00 $150,000.00 1 $150,000.00 $0.00 L-2 Littoral Shelf 96,590 SF $0.25 $24,147.50 119192 $29,798.00 $5,650.50 PPLA#2 SUBTOTAL= ICP SUBTOTAL= DIFF. SUBTOTAL= $174,147.50 $179,798.00 $5,650.50 Packet Pg. 537 16.A.9.c PPLA #2 PPLA #2 Amount Description � __< < Unit Unit Price �ICP Quantity I ICP Amount I Difference 8' Perimeter Chain link fence 4,207 LF $30.00 $126,210.00 3,620 $108,600.00-$17,610.00 PPLA#2 SUBTOTAL = ICP SUBTOTAL = I DIFF. SUBTOTAL = $126,210.00 $108,600.00-$17,610.00 Packet Pg. 538 16.A.9.c LIGHTING Item # Description PPLA #2 Unit Unit Price PPLA #2 Amount ICP Quantity ICP Amount Difference Quantity I I PL20200000171 L-1 Light Fixtures 57 EA $4,500.00 $256,500.00 63 $283,500.00 $27,000.00 PPLA #2 SUBTOTAL = ICP SUBTOTAL= DIFF. SUBTOTAL= $256,500.00 $283,500.00 $27,000.00 N ti LO LO N N O U O L- a. 4- 0 c O .Q O c a) E z V M Q Packet Pg. 539 16.A.9.c First sheet $400.00 (not including cover sheet,) $100.00 for each additional sheet submitted Number of additional sheets = 39 $ 4,300.00 $100.00 Fire Code Review $ 100.00 SUB -TOTAL: $ 4,400.00 TOTAL: $ 4,400.00 Packet Pg. 540