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HomeMy WebLinkAboutCA 6. Governors Park Pipeline Access Agreement FINAL1 EXECUTIVE SUMMARY AGENDA ITEM: Access Approval Agreement Between Governors Park Holdings and CCUA: Peters Creek Water Reclamation Facility(PC WRF) Pipeline—Gopher Tortoise Mitigation, Land Clearing and Temporary Storage. CCUA Project No.: 2211-0042 CCUA Financial Job No.: 22003SP Date: August 10,2023 BACKGROUND: This item is being provided for information purposes. No Board action is required or requested. CCUAs contractor for the Peters Creek WRF project, Wharton-Smith, is making excellent progress at the site and is ready to begin pipeline work that will connect the Governor's Park and Peters Creek sites. They will begin this work from the Governor's Park Site and work north. co cThe attached agreement provides CCUA's contractor with the access needed to begin gopher tortoise co relocation, land clearing, and staging of pipeline material prior to pipeline work along Governor's Park o Property Holdings, LLC (aka BTI Partners, or BTI) lands that extend from the Governor's Park site E north to SR 16. The clearing and gopher tortoise mitigation activities will occur within a 50-ft wide corridor identified by both BTI and its engineer of record, and CCUA, which is identified as an easement in the design drawings attached to the subject agreement. BTI has not completed the conveyance of easement agreements to CCUA, so this initial land access agreement is needed in the interim. Separately, BTI will provide temporary and permanent easement agreements to CCUA under the terms of an existing Master Water, Wastewater, and Reclaimed Water Utility Service Agreement. This agreement was originally executed on January 31, 2014, with eight subsequent modifications. BTI Partners assumed this agreement when it purchased Governors Park from GCSD LLC & GCSE LLC on December 13, 2022. By mutual agreement, BTI and CCUA are working toward the finalization of a revised Master Development Agreement (MDA). Since this agreement was not ripe at the time the contractor was ready to access the land, BTI has agreed to provide the attached access agreement to keep our contractor on schedule. ATTACHMENTS: Access Approval Agreement Between Governors Park Holdings and CCUA: Peters Creek Water Reclamation Facility(PC WRF) Pipeline—Gopher Tortoise Mitigation, Land Clearing and Temporary Storage //PS (Author) //MB,AA(Review) //PS (Final) Clay County Utility Authority wA,,, 7r!rc,nr,',n 3176 Old Jennings RoadMiddleburg_Florida 32068-39(17 m or,.ua 511 Telephone(904)272-5999 rr,rn,, n„rlrr, ,L° Facsimile(904)213-2497 irrnv-,rrn,r,,ln,°101 ,ua r;nrtrrnrr, August 4, 2023 C/O BTI Partners LLC Governors Park Property Holdings, LLC 401 East Las Olas Blvd., Suite 1870 Fort Lauderdale, FL 33301 Attn: Noah Breakstone Re: Access Approval: Peters Creek Water Reclamation Facility Pipeline - Gopher Tortoise Mitigation, Land Clearing and Temporary Storage Dear Mr. Breakstone: This letter is to document Governors Park Property Holdings, LLC("Owner")granting permission to the Clay County Utility Authority("CCUA")to access the parcels of land shown in the attached drawings and maps included as Exhibits A, B and C below(collectively, the"Work Area")for the sole purpose of (i) locating, removing, and relocating gopher tortoises from the Exhibit A Work Area to a mitigation area outside of the Owner's lands,(ii)clearing the Exhibit B Work Area within the proposed easements that are currently under review by Owner, and (iii) storing pipes, valves, fittings and other solid, non-leaching materials for the pipeline project, within the Exhibit C Work Area, all at the sole cost and expense of CCUA. This will allow construction of the pipelines to remain on schedule. This letter of permission in no way conveys or roperty ownership to the above-referenced Work Area. The permission granted herein is valid f& ..ays from the date of Owner's execution of this letter(as to the Work Area shown on Exhibits A and B and until December 3 I, 2024 (as to the Work Area shown on Exhibit C). CCIIA's rights to enter the Work Area shall be non-exclusive, and the grant of access to the Work Area to CCUA is subject to any recorded covenants, restrictions, easements and matters of record. CCUA will remove gopher tortoises within a corridor of 50-foot(25 foot permanent easement/25 foot temporary easement) width and pay for their relocation in an approved mitigation area. CCUA will install a common silt fence along the boundary of the removal area. CCUA will clear the land area within the 50-foot corridor to allow installation of the pipelines from Governors Park to Peters Creek WRF. CCUA agrees to obtain all necessary permits and approvals for its activities and shall conduct all work and activities in compliance with all such permits and approvals and applicable laws, rules and regulations. CCUA shall not take any action which causes any violations of any environmental or other laws, rules and regulations with respect to the Work Area. CCUA shall close any gates that are located within or cross the Work Area promptly upon crossing through such gates. CCUA shall carry liability insurance on an occurrence basis in commercially reasonable amounts(with minimum limits of$1,000,000 per occurrence and in the aggregate), shall name Owner as an additional insured on such liability insurance, and shall provide Owner with certificates of insurance showing compliance with the foregoing within ten (10) days of receipt of any written request by Owner from time to time. Each policy shall contain an endorsement requiring 30 days' written notice from the insurance company to Owner before cancellation or any change ACTIVE:19365296 5 in the coverage, scope or amount of the policy. Owner makes no representations as to the present or future condition of the Work Area or the nature or condition of, or traffic on, any roads or trails therein, and all entry by CCUA or any of its contractors,sub-contractors,agents or their respective employees(collectively, the "CCUA Parties") within the Work Area shall be at the sole risk of CCUA. Owner shall not be responsible for any injury or damage arising out such entry by any of the CCUA Parties and CCUA releases Owner from any and all claims or damage arising out of such entry. CCUA shall take all steps needed to keep the Work Area free of liens arising from the activities of the CCUA Parties. CCUA shall promptly obtain or bond the release of any such liens that may be filed. To the extent permitted by law, but without waiving any sovereign immunity protection or other limits on liability afforded to CCUA by law, CCUA shall, and shall contractually cause CCUA's contractors,sub-contractors and agents(which contractual indemnity obligation shall,as to such contractors and sub-contractors, and agents not be limited by sovereign immunity) to indemnify and hold harmless Owner, and its direct and indirect members, affiliates, agents, employees, staff, contractors, subcontractors, officers, directors, and representatives and their respective successors and assigns (together, "Indemnitees"), from any and all liability, loss or damage, whether monetary or otherwise, including reasonable attorneys' fees and costs and all fees and costs of mediation or alternative dispute resolution, as a result of any claims, liabilities, suits, liens, demands, costs, interest, expenses, damages, penalties,fines,or judgments,against Indemnitees which arise out of any of the activities referred to under the terms of this letter or use of the Work Area by CCUA, its successors, assigns, agents, employees, contractors, sub-contractors, officers, invitees, or representatives, including but not limited to loss of life, injury to persons or damage to, or destruction or theft of, property. Upon completing its activities and in all events prior to the expiration of CCUA's rights to enter the applicable portion of the Work Area under this letter, CCUA shall remove all timber, stumps and other materials and equipment from the Work Area (including, without limitation, any of CCUA's equipment and materials and the silt fence described above), repair any damage to the Work Area and any improvements therein caused by the CCUA Parties, and leave the Work Area in good condition. This letter sets forth the entire and complete agreement between the parties with respect to the subject matter hereof. Any prior agreements,commitments,or representations,express or implied,between the parties related to the subject matter hereof are superseded by this letter. If the terms of this letter are acceptable to you as presented, please sign in the space provided below and return a copy to my attention. Please feel free to call me, at(904) 213-2408, if you have any questions or require any additional information. Thank You, CL V C NT IT AUTHORITY By: J em ohn , P. ., MBA, E. ecu v it Clay ounty Utility Authority ACTIVE:19365296 5 Accepted By GOVERNORS PARK PROPERTY HOLDINGS,LLC, a Delaware limited liability company By: Print Name: Print Title: Date: By: Print Name: Print Title: Date: Attachments: Exhibit A- Gopher Tortoise Burrow Location Map Exhibit B - Pipeline Drawings indicating easement Locations Exhibit C- Storage/Laydown Yard ACTIVE:19365296.5 • ' A.,..' i `,` 71i► - + w. 0.• Ot t ' t 1 "- r, , ;�, .7 r� .j° 11v`S ^` 1 ll �� • .r } �„ ;stI,, . mow+.'. lf, i .....i.:.,,... , • .AA . '6 1I t.fr s• „.1,.,,, . k Dr14k •.,V?�._ �Y'• wry:-. to '1/4 t . , • k - 1 01 4 tit A , e, ; '2. .. • ,......,% i •,A to , y ;. - . [ .• • + + '• f ••R •• • 1. t. I , F'1< # - • - 4 A �``r"` ' A ^j ... die f' it _r- r r . - Legend Exhibit A 0 640 1280 Date:April 2023Feet Gopher Tortoise SurveyBase mapprovided by Meters p Status Burrow Map ESRI.GT burrows located o1:14,800 150 soo with a handheld GPS on "R+„-:..-•t. N Florida 14* y A Potentially Occupied 4/7/202371361 Ardurra Peters Creek WWTFA boundaries Property „� A Abandoned based on g V�J�� Ardurra georeferenced CAD ! A Mammal provided by client. '� C-BNDY-TEMP-ESMT SWCA — C-BNDY-PROP-ESMT Green Cove Springs,Clay County,FL ENVIRONNENVIRONMENTAL CONSULTANTS f. — . ,\ MEL I . ty N yy i O O . IL , . .is )as> .c. __ Requesting Permission to Begin Gopher . A . Piirm, LT, Tortoise Relocation and Land Clearing Within - % _ the Proposed Easement Limits Starting at -A40 ° r Fto E G Pk Sh C10 SR16 AY a C-20.0) FUTy" N0. 23 j (STATE READ _, .,.............„. AigNi..• 41,,,,./ E'8' . • 3 / N N W 4rm N Gp ;I - T - /* �O,10 vn Q p 6. o I •�.•■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■•• •.... ••0 C��g. C,2d �. 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W/ MEGALUGS AND HARNESS il N=2040768.57 • E=433645.36 N STATION 0+34 rc 16"- 22.5 BEND -MJ (RJ) - a _ 8' FACE TO FACE REST. W/ MEGALUGS AND HARNESS - BETWEEN PIPES • m N=2040772.71 a o - E=433641.22 \ • i6" C900 DR18 PVC-RCW STATION 2+42 BY OPEN CUT \ - -- " - ., m JOINT DEFLECTION -16"- 90 BEND -MJ (RJ) 16" C900 DR18 PVC-FM _ ,v STATION 0+66 REST. WI MEGALUGS AND HARNESS BY OPEN CUT •• _ N=2040804.26 N=2040979.73 . . <� E=433644.17 E=433661.88 - S MIN. FROM EDGE o O�EA�ET T - 0 o 6 O a a ESM ESMT + Q ES - ESMT_ I-FM ESMT ESMT ` O O m 0+00 �' RCW 1+00— RCW „00, _CM ESMT ESMT ESMT cM ESMT �M I ESMT �M ESMT �M Z N c��7 ..... ... Y. RCW 9+00 4+100 5+00 �hi� RCW -_FM 7+100 8+00 I U 3$ ° ,,...___ RCW o RCW RCW RCW RCW RCW 9+ORCW RC 10+' F U U w a . 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WI MEGALUGS AND HARNESS N=2040977.04 \ z o z w o E=433684.13 _ a • 16" GATE VALVES \ 1• °�o PER CCUA STANDARDS • (TYP) _ - \ Z \ Oi Is pF \ o • ~+ U\ Wc) 2w TQQd \ J= FUTURE PLAN ULi Q w C- Z'z RECLAIMED PLANT SCALE 1"=40' IIL 0 I—Iw J rva) CC LU w Zw� aO H JE,z < wa w'.4 d?at4 zCD ELacLL 2 Q w �w ---I O U J 3 a 80 80 g= Q cn U Jm REMOVE EXISTING 16' STUB-OUT ANDCr)El(STING GROUND u_a CONNECT NEW 16" C000 DR 18 PVC-FM ~ w g ti WI FITTINGS AS REQUIRED (REST H FITTINGS W/ MEGALUG AND HARNESS'ii w o� d LA STATIONS 1+80 TO 2+00 .\........_...__...,,, ———_�, o& EXISTING DUCT BANK 6' MINIMUM COVER z ZS���O wz 1 M� C o� 70 'rvEW io" C900 DR181 70 A� V PVC- FM O 3 Q II _ + I re•�' • wa 2' MIN - J ��~ w 65 41 65 �i wE R\ o a \ STATION 2+29 S N o NEW 16" C900 DR18 o o REMOVE EXISTING 16" STUB-OUT AND (4) 16'X45 BEND-MJ (RJ) PVC-RCW44:60 CONNECT NEW 16" C900 DR 18 PVC-RCW REST. W/ MEGALUG AND 60 W F z g NN o S z WI FITTINGS AS REQUIRED (REST FITTINGS HARNESS W P. F PASS FM UNDER NEW RCM d LL E. io-, WI MEGALUG AND HARNESS) are (SEE PLAN VIEW) _ o < Q uo$a a ¢> O z- 55 55 � Zr - o a U U }w � � O 50 nS o 50 FILE SEE LEFT U a m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 - PROFILE VERIFY SCALE = _ SCALE 1-T()R.:1"-4p' wBAR IS ONE INCH ON ORIGINAL DRAWING VERT.:1"=4' 0 1" DATE MAY 2023 Uo 0w PROJ. 100435.07 0 w CONFORMED FOR CONSTRUCTION DWG. C-1.O • 11 'MATCH LINE STATION 20+00 SEE SHEET C-3.0 FUTURE LIMITED ACCESS z R/W (BY OTHERS) N LL - 50'CCUA w LZ 50' JEA GAS PIPELINE I PROPOSED R/W EASEMENT (TRACT �^ a 5'MIN- FROM EDGE - m 4, 23.000) O.R. 3486 OF EASEMENT - > i PG.1349 (LOCATE GAS 1 3 MINIMUM 8' FACE TO w FACE BETWEEN PIPES a 00 BEFORE CONSTRUCTION) W Cr. FUTURE FIRST COAST EXPRESSWAY I' AzrO (STATE ROAD NO. 23) 0 m ��0 , - > f FUTURE RCW PIPELINE a w N - .),4 .STATION 12+20 18" HDPE DIPS DR-11 FM BY HDD 4 �� a 4,,, 16" C900 DR18 PVC-FM '- 16"X22.5 BEND -MJ (RJ) rc u n¢ v 0 BY OPEN CUT REST. W/ MEGALUGS AND HARNESS P m N=2041952.41 PROFILE & CONSTRUCTION w E=433799.76 JOINT DEFLECTION ALIGNMENT iV 16" PVC-RCW BY OPEN STATION 17+54 3 �Po CUT N=2042278.23 w y z w a 4111111 E=433568.28 I W " Y p I W cc CROSS SECTION LOCATION j STATION 12+56 , �- 3 r N o to STATION 11+00 16"X11.25 BEND -NJ (RJ) JOINT DEFLECTION p STATION 17+54 18" HDPE DIPS DR-11 RCW BY HDD z (SEE SHEET C-50.0 FOR REST. W/ MEGALUGS AND HARNESS 1t z ALL CROSS SECTIONS) N=2042269.57 N=2041968.67 E=433572.09 3 E=433804.75 1 J`I - 3 o s 16" C900 DR18 PVC-FM '• 3 L "op F 47T li i BY OPEN CUT IIty w c zQ oIII a STATION 12+63 �.1 F 16" C900 DR18 PVC-RCW 0 - 16"X71.25 BEND -MJ (RJ) rJOINT DEFLECTION N BY OPEN CUT a '41 I. \ RCGi, REST. W/ MEGALUGS AND HARNESS STATION 16+71 W 4 �•_ m w Roy, \ N=2041971.53 N=2042306.33 - \ R RC FS E=433646.97 1' R 04, $9 M, E=433795.08 r 212 Fs ° \ " 77' STATION- J (RJ) � 16" GATE VALVES z z w o A '�T \R y, oo�f\ .1 16"X90 BEND -MJ (RJ) LL PER CCUA STANDARDS a 8' MIN FACE TO FACE SEPARATION \ REST. W/ MEGALUGS AND HARNESS o I (TYP) _ \ Ro 16" C900 DR18 PVC-FM N=2042311.84 N1 J Iv RC F (INSIDE PROPOSED 30" I.D. E=433660.93 '. JOINT DEFLECTION Np No. 1 50'CCUA PROPOSED RC h' `S'�T �I1 STATION 16+70 1.i EASEMENT Roy, y'\ STEEL CASING " WALL THICKNESS BY JACK & BORE) 16" C900 DR18 PVC-RCW N=2042314.98 PLAN 1,I z ", .. Mr \ Roy, 7 (INSIDE EXISTING STEEL CASING) _ E=433643.15 ALE O O �1 Rc1Y \ 2"0� ' ai STATION i 6+38 SCALE. 1"=40' w1� "FUTURE POTABLE \ \ RO}y x 16"X90 BEND -MJ (RJ) + I- � WATER PIPELINE ��c1T \ R _ _ _ _ / . Q U REST. 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RADIUS 1452.50' HDD D 12•"°x � 50 50 `�'0a a ^^'' a m7"O x- r < ` U� O a U W U }w 45NEW 18" HDPE DIPS DR-11 FM BY HDD n FILE SEE LEFT a� o; NEW 8" HDPE DIPS DR-11 RCM BY HDD VERIFYSCALE w= BAR IS ONE INCH ON ORIGINAL DRAWING 40 40 0-1" 2 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 DATE MAY 2023 w PROJ. 100435.07 PROFILE �o LE ' 40 CONFORMED FOR CONSTRUCTION DWG C-2.O x rc VERT,1,4' 0 Andy Nifong PLOT 5/18/2023 2:00 PM SAVED 5/18/2023 1.47 PM H.\PROJECT FILES\100435 CLAY COUNTY UTILITY AUTH\100435.07 PETERS CREEK WWTF\3 DESIGN\CONFORMED\02 CIVIL\DRAWINGS\03 PIPELINE\PLNS-ALL_LINES-PROP_11-29-22_SHEETS_1-19.DWG REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL SERVICE,IS THE PROPERTY OF CONSTANTINE ENGINEERING.HOWEVER THIS SHALL NOT PROHIBIT THE REUSE OF THIS DOCUMENT BY THE CLIENT AS PROVIDED FOR BY THE CONTRACT 18 It N a u, o N a N MATCH LINE STATION 20+00 o I SEE SHEET C-2.0 / / I / I .0 1 I ilb ° I 7 I 3 irri / I I • mit\ m o N IIMMi 8 I Y • A N I A f m I 3 Z / o -0 m / I O r A Y N .i Z O i (Aj 1 4 1 i Q p A ) Z m N m C 1 I.IIr -IR. . 3 o u m o /1 �I . 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L`�j AU O` PETERS CREEK WATER RECLAMATION O nz m 1 12/22 DESIGN &ANNOTATION CHANGES 100 CENTER CREEK RD.SUITE 108 ST.AUGUSTINE,FL 32084 FACILITY PIPELINES PROJECT NO. DATE REVISION BY APVD (904)-562-2185 DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: FL. CERTIFICATE OF AUTHORIZATION # 2610 AN AN DAR DAR e F ♦ 18" HDPE DIPS DR-11 RCW BY HDD FUTURE LIMITED ACCESS W3p.Op2CW\\\FM ' R/W (BY OTHERS) S w } z \ � p wzRC \ w I RCW { 18" HDPE DIPS DR-11 FM BY HDD zT F3\CW FMp O I \ iRCW s o O+ FSM7' RCR,�\ q _ oro RCW,32p M "7 o4 m ZiIc ESMT RCW \W\ FM 2 g RcW - wo o F o Nw 16" C900 DR18 PVC-RCW BY _ rcS o ,, = RCW RCA, OPEN CUT o. a N wN I RC FM ao ¢ W W RCW 34.p0 o ESMT \RCW RCW F,H . 5' MIN. FROM EDGE 16" C900 DR18 PVC-FM BY I gm I RCN,\\\�� OF EASEMENT - OPEN CUT o w Es' CW RCW F o i w RCpgs,/\ M 8' FACE TO FACE STATION 38+94 ¢ 4 o I 50'CCUA PROPOSED P "��'I'� -_ LUGS AND HARNESS o j4aALIGNMENT '4 FMSMT RCW_ RCW— RC ' IESMT :;: io �3y I w I G - STATION 38+94.' '4cT .P �� -STATION 39+75 = z 3 z w o 16"X45 BEND -MJ (RJ) - C7i 16"X45 BEND -MJ (RJ) c a 3 F REST. W/ MEGALUGS AND HARNESS" \ 4, REST. W/ MEGALUGS AND HARNESS o N=2041860.06 .P N=2041889.90 NIJ E=431479.61 - o E=431395.11 m. 16" GATE VALVES STATION 39+75 I I II gi N = (TMP)CCUA STANDARDS 16'745 BEND -MJ (RJ) wm - Z li REST. W/ MEGALUGS AND HARNESS �i� pLAN o ao ao N=2041896.75 � 1 MATCH LINE STATION 40+00 H o� Fear E=431402.70 ti I 31 SEE SHEET C-5.0 C U SCALE: 1" =40' -� a= ! w 7 LLJ w z� J_ O iI z 80 80 �H w cc a p = Ln Jz Et cc w o_F a 0 LLI Z w5 H J �" 06 Q LU a a o 75 EX STING GROUND 75 ao _ - -- CL - o NEW 4" AIR/VAC JUM -- \- z � W >- i RELEASE VALVE __- I 6'MINIMUMQ w Hrc zo �- - COVER J CC J aw -- ------- NEW 16" C900 DR18 FM a CO U 0 Q N Q j, 70 �� �� - 70 LJ_ >w - H W gb ��� Cl) H > i LLJ wJ -- E'L 65 r " 1 65 o ....-- 0 NEW 16" C900 DR18 s z o PVC-RCM 'Ltf o L z // �"V-', 1,1 / 18" X 16" REDUCER '0 Hp!60 �� --- 18" 11.25' BEND 60 q+ I -- 18" HDPE MJ ADAPTER 'Tdw`' j Lc'ez U- NI K F o 55 55 O a� r a N 6 8ffi RADIUS 1141.3' (HDD) Qy a ">z \ ,, Fgo z a- c a'NEW 18" HDPE DIPS DR-11 FM BY HDD 8 '' 0 q 50 50 ` ��v��wE, x F o [NTPEOIP1RcMBYHO / D i 2 `,L.'¢''o D 0 45 45 V 8 0< w U }w U a FILE SEE LEFT a� o; 40 40 VERIFY SCALE wz 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 BARISONE MCHON 0-I" ORIGINAL DRAWING 4= PROFILE DATE MAY 2023 r,o SCALE:HOR.:1"=40' 0 o VERT.:1"=4' PROJ. 100435.07 %w CONFORMED FOR CONSTRUCTION DWG. C-4.0 e_ 04 w w 8 - - - STATION 47+84 Fi16"X90 BEND -MJ (RJ) REST. W/ MEGALUGS AND HARNESS _ m N=2042473.02 `6E=431040.48 Q N STATION 47+84 c 16"X90 BEND -MJ (RJ) p o o REST. W/ MEGALUGS AND HARNESS 0 a a N=2042485.04 + *0 a E=431046.19 to O w p (7 Z 1 g 0, cJ w a FL FM ESMT FM ESMT FM E U z FUTURE LIMITED ACCESS W I RCW RCW _ RCW N= g o to n I R/W (BY OTHERS) I 48*00,RCW RCW RCW— F49+00— RCM— RCW— RCW-50+0 Z(r) o LI Vl= U —ESMT ESMT J W 4 cI mI LL N F mI rc U T-ESMT T-ESM N ' 30' CCUA PROPOSED o o O S' n I I--50' CCUA PROPOSED EASEMENT EASEMENT A. I Z 16" C900 DR18 PVC-RCW 3 a W mi w 7- 5' MINIMUM FROM BY OPEN CUT J J- IV 5 ot 0 w O 4' STATION 46+36 O EDGE OF EASEMENTSI, m o w 20' TEMPORARY 16"X90 BEND -MJ RJ w + I 16" C900 DR18 PVC-FM _Y CONSTRUCTION EASEMENT �im p PROFILE & CONSTRUCTION REST. W/ MEGALUGS AND HARNESS ^ 2Si z w o p ALIGNMENT :OPENCT N=2042517.75 (j a ." E=431170.53 - N FM - FM "= FM FM FM FM FM mi _ Z RCW I RCW RCW RCW I RCW I RCW RCW RCW O O i F —40/19 RCW— RCW— RCW41+009CW ROW RCW 6420.00— RCW— RCW RCW 43+99JW— RCW RCW— RG44*00- RCW— RCW ROW-45:U.N RCW— RCW RCV46*00 RCW RCW O I 1 STATION 46+45 + < U a 3 - w 16"X90 BEND -MJ (RJ) c ESMT ESMT - - - - C W li - ESMT ESMT ESMT ESMT Vn I 8'FACE TO FACE - REST. W/ MEGALUGS AND HARNESS J Q O z z SEAPARATION BETWEEN PIPES N=2042529.77 J cc z2 FUTURE 16" RCW E=431176.26 (BY OTHERS) LL u W CL N I Jz - N W of i a0 W Z a_0P�N a 40 ao WO CO d a SCALE: 1" = 40' Feet ZCD CL o� Q + W >_ �w CD W H z� J71- CC g= a O . N JN 80 80 CC L.L. CO H LLI of a w< �i"- H75 r__ /..� \-. '`\ ��,�_�i—�--. .�I �.-� ice_ � \\vn i �^�,i•, 75 0 6' MINIMUM lli Mrc NEW 16" C900 DR18 COVER i�� 70 fVC fM 70 r 3Q d4. w a I �`) O�~v LIE'z U- N 2 K w 65 55 a� 0 r a N N O PE �w a? NEW 16" C900 DR18 N N zo = PVC-RCW F o LL i w 60 ro 60 a �v•. Uo mE�x ¢0 (\.. 2, !: �y� ^^'' a 5 O oz 55 - 55 V -. U G W U }w U a N I FILE SEE LEFT 50 50 VERIFY SCALE w z 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 BAR IS ONE INCH ON ORIGINAL DRAWING 0-1" 4= PROFILE DATE MAY 2023 w o SCALE:HOR.:1"=40' - 'o o VERT.:1"=4' PROJ. 100435.07 iw CONFORMED FOR CONSTRUCTION DWG. C-5.0 0 I z w a BEGIN JOINT DEFLECTION OF ARC �^ STATION 53+52 w 16"X90 BEND -MJ (RJ) BEGIN JOINT DEFLECTION OF ARC a I REST. W/ MEGALUGS AND HARNESS STATION 53+52 - I N=2043016.441 16"X90 BEND -MJ (RJ) E=430844.34 REST. W/ MEGALUGS AND HARNESS m N=2043019.61 o E=430853.24 II 16" C900 DR18 PVC-RCW 16" C900 DR18 PVC-FM a w N BY OPEN CUT BY OPEN CUT w 0 o n rc a a I o a rri- m In m z 6 o FM R T " t —ESMT ■nW 16" GATE VALVES o 0 <` o�Q I PER CCUA STANDARDS ------------ Lri5'MINIMUM FROM ___---------F TYP ESM7 R O w ESMT m ( _ EDGE OF EASEMENT ------ F�— J Z r N cxi o to H U - - - RCW�RGV&0+0 - F T ESMT RCW— RON ESMT O p Z N W ESMT ESMT ESMTESMT — FM RCW—59+5— ' } a o w= FM FM FM FM ESMT I SMT 1 ESMT FM FM RCW RCW RCW ESMT O y z RCW RCW FM FM — RCW RCo W— RCS$+00�— SMT O z o —ESMT 0 3 F J W -� I RCW RCW RCW RCW RCW— RCW— RCW-57+ ESM RC=ESMT I m RCW RCW-. T-ESMT w c W O+Q�'W RCW RCW— RC51+00- RCW— RCW— RCW-52+OON R� — RCW— RCV53+00 RCW RCW RCW— 1"" I F"'+ a o UV1 ESMT ESMT ESM ESMT 54+00— RCW— RCW— RCW 55+OORCW— RCW ESMT — = ESMT -ESMT 7-ESMT— pN Q —T-E.MT— L. o T-ESMT T-ESM- . T-ESMT \L m i ESMT— T-ESMT T-ESMT —T-ES T-ESMT I N W Z �I mI PROFILE Se CONSTRUCTION I o wo 30'CCUA PROPOSED EASEMENT- 8' FACE TO FACE L _ ALIGNMENT _ I SEAPARATION BETWEEN PIPES, FUTURE 16" RCW• NI J I (BY OTHERS) 20' TEMPORARY I z F I CONSTRUCTION EASEMENT _ _ - O I 0 E2 — Q U ao I i WWI CC w� J • Q O zz L.L Q U a 1- w Jai ---- --- Q N J z • ao ao w w= _ • PLAN .. m mi m Feet a Q w Z z m SCALE: 1" = 40'• ~ J a LL z 0 o, Q + II cp r,s8080 �f CO H Ill o EXISTING GROUP D - z `---\r o75 �, ._ -1 ` _ 75 po /^✓1yec-_ J.---i.---- -1- -- - ----- ------- \-�_ pd - i-- -- 6' MINIMUM `------- -� zo - -- COVER l wz " om b "arc 70 NFW 1A" rQnn rRiI - 70 I'��� C if PVC-FM r 3Q d w a I_ Tj �C~v Lz U- r 65 65 g NEW 16• C900 DR1E o o PVC-RCW N o8 W o No "> ^' 6."Qi F� 2 a 1: 6. NN p UO; H j� 60 60 / 'a El`t-^J rc�oD 1111 xFoI..L44‹ . � H O N I 50 FILE SEE LEFT po? 50 VERIFY SCALE 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 - W I; PROFILE BAR IS ONE INCH ON ORIGINAL DRAWING o�,• Lg DATE MAY 2023 SCALE HOR.:1"=40' w VERT.:1'=4' PROJ. 100435.07 0 0 %w CONFORMED FOR CONSTRUCTION DWG C-6.O e_ 04 '41\ \;, �� I I I E � 0 o ' ARC LENGTH: 1963.17 .. °a < RADIUS: 3448.22 ,^ 42 - + CENTER N: 2043890.61 ARC LENGTH: 1957.48 'moo 2 w 0 CENTER E: 430393.16 RADIUS: 3438.22 0 16" C900 DR18 PVC-FM a CENTER N: 2043884.38 0 . z w 2 ' , CENTER E: 430386.02 BY OPEN CUT r O — W z Y 'm QU Z I g zw� F 16" C900 DR18 PVC-RCW O U F 4c,o to �j �W ------ BY OPEN CUT ----- - —ESMT HC4 a ------ 5' MINIMUM FROM -- ESMT FM NW m �� EDGE OF EASEMENT ___-___---_-_- -------- ESMT FM RCW RCW R7+J W z z o N FM -- - - - - - - - - - - —ESMTF• FM RCW R ESMT 2 N w C fC FM ESMT +I ESMT RC— O a ESMT ESMT FM RCW RGW L. Iii'iii , RCW RCW RCW—_ RCW FM M ESMT M ESMT FM_ ESMT FM FM ROW R CW--68+0_ESMT SMT \i" �� ESMT RCW. mw 67+00— RCW— RCW RC RCW RCW- RCW- RCW RCW— RCW— ESMT —T'E — SMT RCW— RCW RCN67+00 +00 RCW— RCW Ffi3+p0- RCW RCW— RCW-4+06W RCW— RCW- RC+6 00- RCW— RCV RCW-66300V- RCW- R�ESMT -T-ESMT 0 g ESMT z °' T-ESMT ESMT ESMT ESMT ESMT - —T-ESMT w a 1 T-ESMT—T ESMT T-ESMT—T-ESMT z I T-ESMT T-ESMT T-ESMT T-ESMT- o N 1111`�', k 30 CCUA PROPOSED EASEMENT z 1= 11 FUTURE 16" RCW F - -i, 8' FACE TO FACE (BY OTHERS) + H Co O �w PROFILE & CONSTRUCTION SEAPARATION BETWEEN PIPES Q ' ALIGNMENT - Lu 20' TEMPORARY c U 1i CONSTRUCTION EASEMENT - W c ,,,_ E z2 • • -14— J Jlz LL IY 1v, PLAN40 80 SCA E: 1" = 40r Fees.,. i I z WO 0- H ss85 UCO 0 M o so so ow zo -- 0o -' EXISTING GROUND Z4�, fd'p wz �� "' 75 �z -. . . . / Fr pt4 N. 0 i "w 70 COVER 70 6 MINIMUM rE NEW C900 DR18 - o a PVC-FM o rd w N O z 'L. F 1 z a W NN p o; 65 65 ^� j , ,2,,,,,5 Qt,, ''Vga NEW 16" ;900 DR18 $ m 7"o o PVC-RCW S z IL 60 60 V _ w oa U 'CI rw a U a '2N 55 55 ,'' FILE SEE LEFT o 7 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 65+50 69+00 69+50 70+00 VERIFY SCALE w z PROFILE BAR IS ONE INCH ON ORIGINAL DRAWING SCALE:HOR.:1"=40' 0—1" — w VERT.:1"=4' DATE MAY 2023 Uo 0w PROJ. 100435.07 0 %w CONFORMED FOR CONSTRUCTION DWG C-7.0 N ND JOINT DEFLECTION OF ARC rc - STATION 73+19LZ o 1 N=2044587.43 a E=429716.66 _ w 0 o 'm i END JOINT DEFLECTION OF ARC 16" C900 DR18 PVC-RCW STATION 73+is BY OPEN CUT m o N=2044579.95 _ a N E=429710.87 i w 1 _ o 8'FACE TO FACE 5'MIN FROM C/L OF PIPE _ ` a SEAPARATION BETWEEN PIPES TO EASEMENT -• _ *o 20" HDPE DIPS DR-9 FM BY HDD 16" C900 DR18 PVC-FM 0 BY OPEN CUT 16" GATE VALVES cD PER CCUA STANDARDS gm + I L� (TYP) w a C) " 0 z . w O o zw np + Aso m Z^ I 1- NU 1 -- coo z ,Ei to z O V ----------- _ p w --- Z 4A co ESMT —ESMT ESMT ESMT ESMT ESMT r-ESMT ESMT ESMT ESMT ESMT ESMT Q z z 11) Z RCW— FM FM FM FM 'FM FM FM N FM FM ® M N W N �W 7+00- RCW— RCW RCW RCW RCW CW RCW RCW RCW RCW RCW N RCW RCW ® RCW W N a o i U� U h ESMT �0-'W RCW— ROW— RC7S`00- RCW— RCW— Row—73I99✓— RCW RCW— RCW74+00 RCW RCW— RCW— 74.00— RCW f RCW— RCW-76+OO;CW RCW RCW— RE?!00 RCW— RCW— RCW-78TQOW— RCW RCW— RC'79100- RCW— RCW RCW-80+.3 N ESMT ESMT o z ESMT ESMT 1 ESMT ESMT ESMT ESMT ESMT ESMT ESMT IE J W N w '-5 T-ESMT- o I' T•ESMT w -I m T-ESMT T-ESMT T-ES T-ESMT T-ESMT T-ESMT T-ESMT- T-ESMT T-ESMT T-ESMT— z �o I oo a • _____ _ _ _ �l oz ------------ -30'CCUA PROPOSED EASEMENT 20" HDPE DIPS DR-9 RCW BY HDD N- m FUTURE 16" RCW gi N (BY OTHERS) PROFILE & CONSTRUCTION Z 20' TEMPORARY i ALIGNMENT I ow I CONSTRUCTION EASEMENT _ Q rc� cc CJ ajo -________ - w D,= i --- - - - J Q O zg • U cc Iz O~ = 1n Iz 3 w 0 40 80 w a, PLAN _ Feet - a O w z zc SCALE: 1" = 40' J °�O a aLL Z o a o� Q + w >- �w o w H aI . N u J- 55 85 < w LQL H NEW 3"AIR/VACUUM wd PA RELEASE VALVE ES 80 - �� - `��- - - - - - NEW 4"AIR/VACUUM 80 o RELEASE VALVE o� // zo ��-� `s_ EXISTING GROUND _ ��-- --_�` f CS i� ^�'A, ., 20" X 16" REDUCER 4 %O wz i"'' v- ,� 75 \ ��• _ `� .... - 20" 1125' BEND 75 Ito 3= -,\y- ., 20" HDOE MJ ADAPTER yd• o.,I, N=W 16" C900 DR18 ....-... -../ ..? 4f i PVC-FM • F o 70 70 6' MINIMUM '(4, COVER oi No "> "ai F i 2 O oz A' 0 65 65 I..fi W a NEW 16" C900 DR18 ; u N a Q PVC—RCW a z a g j F o RADIUS 2,645.T ;HDD r S z a�-o NEW 20" DIPS DR 9 FM �°+ o0 60 - - - - - - - 60 U a W U }w ga U a ,r, NEW 20" D PS DR 9 RCW a N FILE SEE LEFT - VERIFY SCALE 55 55 w' 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 BAR IS ONE INCH ON ORIGINAL DRAWING 4 LgPROFILE DATE MAY 2023 w o SCALE HORT.:1 4"=40' PROJ. 100435.07 %2, CONFORMED FOR CONSTRUCTION DWG C-8.O 0 Andy Nifong PLOT 5/18/2023 2:01 PM SAVED 5/18/2023 1.47 PM H.\PROJECT FILES\100435 CLAY COUNTY UTILITY AUTH\100435.07 PETERS CREEK WWTF\3 DESIGN\CONFORMED\02 CIVIL\DRAWINGS\03 PIPELINE\PLNS-ALL_LINES-PROP_11-29-22_SHEETS_1-19.DWG REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL SERVICE,IS THE PROPERTY OF CONSTANTINE ENGINEERING.HOWEVER THIS SHALL NOT PROHIBIT THE REUSE OF THIS DOCUMENT BY THE CLIENT AS PROVIDED FOR BY THE CONTRACT i- MEMO IMIIII. MATC SEE-N S HTC N8 p0+00 1 m I 71 3 I / CA Nn orn 3 0 F f C a m S 0 -I N N I NO O z D I O • �m m� m m �� A 0 AlEn I \ri '''':' ' 10 rt i 3 N n CO 0 m Inn A F ,-A II� 3 z� 1 R. .. AO`e O O m \ --' Z i it C I \ \ z N ACl m ��I� V I O - m ' 0 m rn0 ' Cl) O I PI O ,� N N A Z r yy N -I O Cn C O V Fri Om \ '-'i' A m II z0 N��I '3 En j -I I N SI 'Eg I S II Z A r )0 l a p' I lR I- I4 II frTl �' Q -- b. fn 5 6 o ` I I S ',',;\\\ I . Jo ' ZZ 2 w I z S r .. , , r __ S o'er A 41 iII 3 _, D G 8- / I 1 ya O n z m m zm v 3 11m No N 73 u O <-, I m 1 C N p =rr,m n Apt »' I K m oo fI ; -,-, \ N, s O y o o MATCH UNE STATION t900+00 z SEE SHEET 1n x c o z O �I — ENGINEER SEAL o m m /� . .uNT PLAN & PROFILE 1 STA. 80+00 TO STA. 90+00 O 1 m m O D 0 A m • N �_ ARDURRA GaIJj�� .2� V l.V F2 ; COLLABORATE.INNOVATE.CREATE. 41 j" AU O`_ PETERS CREEK WATER RECLAMATION O n2 m 1 12/22 DESIGN &ANNOTATION CHANGES 100 CENTER CREEK RD.SUITE 108 ST.AUGUSTINE,FL 32084 FACILITY PIPELINES PROJECT NO. DATE REVISION BY APVD (904)-562-2185 DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: FL. CERTIFICATE OF AUTHORIZATION # 2610 AN AN DAR DAR 0 Andy Nifong PLOT 5/18/2023 2:01 PM SAVED 5/18/2023 1.47 PM H.\PROJECT FILES\100435 CLAY COUNTY UTILITY AUTH\100435.07 PETERS CREEK WWTF\3 DESIGN\CONFORMED\02 CIVIL\DRAWINGS\03 PIPELINE\PLNS—ALL_LINES—PROP_11-29-22_SHEETS_1-19.DWG REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL SERVICE,IS THE PROPERTY OF CONSTANTINE ENGINEERING.HOWEVER THIS SHALL NOT PROHIBIT THE REUSE OF THIS DOCUMENT BY THE CLIENT AS PROVIDED FOR BY THE CONTRACT 0 U o cn o t o to o vi o cn o 8 1 1 / D / v I E / o I, 50 I I 2 /r Z 0 0 Z / o 2 _ /O I 0 / I / I v v m / m v_ 0 v N I 0 N 0 / 70 0 I / XC co / / X / C) CO / M / o { o I v / r\ I �1 o t / \� / / / I ) / / / i / / / / / // // si // si / CO /� 0/ A / 0 / C / z / O O / // tx1//V��II / :1 x 0 / °,r1 0 — / �-+ / i_Crri / / / I I I I 1 I 1 I I \1 \ + — -El \\ o ; \ \ 8 \ 0 \ 0 \ ✓ m \ 1 \ (# \ O \ \ \ \ N. \N' N.N. N. O \ \ \ \ \ \ \ \ 22 } \\ O • \\\ \ \ • # \\ 0 1 o \\ O \ Z \ -Cl \ O % 1 \ 1 K O \ m \ o 1 r \ O 1 71 1 o CO+ \ p o 0 o 0 o t o 8 o ai o o Z Si) A C n O Z 0 21 ENGINEER SEAL o m m /� tiPY •uNT PLAN & PROFILE 011 STA. 80+00 TO STA. 90+00 O KI m m O D A m NARDURRA ��V lV COLLABORATE.INNOVATE.CREATE. j" AUPETERS CREEK WATER RECLAMATION m 1 12/22 DESIGN &ANNOTATION CHANGES 100 CENTER CREEK RD.SUITE 108 ST.AUGUSTINE,FL 32084 FACILITY PIPELINES PROJECT NO. DATE REVISION BY APVD (904)-562-2185 DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: FL. CERTIFICATE OF AUTHORIZATION # 2610 AN AN DAR DAR 0 Andy Wong PLOT 5/18/2023 2.01 PM SAVED 5/18/2023 1 47 PM H:\PROJECT FILES\100435 CLAY COUNTY UTILITY AUTH\100435.07 PETERS CREEK WWTF\3 DESIGN\CONFORMED\02 CIVIL\DRAWINGS\03 PIPELINE\PLNS-ALL_LINES-PROP_11-29-22_SHEETS_1-19.DWG REUSE OF DOCUMENTS'THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,IS THE PROPERTY OF CONSTANTINE ENGINEERING.HOWEVER,THIS SHALL NOT PROHIBIT THE REUSE OF THIS DOCUMENT BY THE CLIENT AS PROVIDED FOR BY THE CONTRACT MATCH LINE STATION 90+00 SEE SHEET C-9..0 m. Im Teltill 1 gi crii A 3 M np1 3 I y C A m 01 1 .0 3 81 W o F 3 0 3 A rji* CI A A m 1 <1 m E 01 m . N., o 3 = m o-* 1 m- m N OI 3D -I F 3 F A mC) A f 3 .. 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Yf'Y Auk°4 PETERS CREEK WATER RECLAMATION •O 100 CENTER CREEK RD.SUITE 108 1 12/22 DESIGN &ANNOTATION CHANGES ST.AUGUSTINE,FL.32084 FACILITY PIPELINES PROJECT NO. DATE REVISION BY APVD (904)-562-2185 DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: FL. CERTIFICATE OF AUTHORIZATION # 2610 AN AN DAR DAR I a Andy NHony PLOT 5/18/2023 2.02 PM SAVED 5/18/2023 1 47 PM H:\PROJECT FILES\100435 CLAY COUNTY UTILITY AUTH\100435.07 PETERS CREEK WWTF\3 DESIGN\CONFORMED\02 CIVIL\DRAWINGS\03 PIPELINE\PLNS-ALL_LINES-PROP_11-29-22_SHEETS_1-19.DWG REUSE OF DOCUMENTS'THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE.IS THE PROPERTY OF CONSTANTINE ENGINEERING.HOWEVER,THIS SHALL NOT PROHIBIT THE REUSE OF THIS DOCUMENT BY THE CLIENT AS PROVIDED FOR BY THE CONTRACT .� U 8 a O t C N o a o cn o + N. 0 1 1 o 1111111' 0 1 \ \ N • I • 1 N. 1 1 1 1 1 o `L ( 1 O Z I _ 1 O I m 1 2. v o o w v ✓ m I O N 1 An I C I m o m m I <<� I o { 1 mTy, 1 c o I C I 111,3 O NlI'I ( lillIllIllIllirll O X _ mNrr, + ; Oa 1 o `m A I N D p C 1 I G9 73 A F- III �„ 1 H O O 1) II H a I e ( m m ' x in c1 I o I U f I 1 00 1 o I 1 1 + 11 0 1 1 1 ( 1 1.. I 1 1 -II -''' ( 1 ) o o r N. °- c C) mm 1 1 o 0 z1 I 0 0 I K m 1 o 0 7 c o N. 0 o o t o o � o zr 0 0 z Ti) -1 c o 0 z ENGINEER SEAL PLAN & PROFILE m �� ctiPY avNT STA. 90+00 TO STA. 100+00 o I �� m m o y 2y A ^ • W N 0_ < ARDURRA Q O (N Fz D COLLABORATE.INNOVATE.CREATE. �� °4� PETERS CREEK WATER RECLAMATION 1 12/22 DESIGN &ANNOTATION CHANGES m '°°CENTER T AUGUSTaE,FL308 108 FACILITY PIPELINES PROJECT NO. DATE REVISION BY APVD DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: (9°a)-562-v ss AN AN DAR DAR FL. CERTIFICATE OF AUTHORIZATION # 2610 e_ OP • AS la I NI 8'FACE TO FACE w SEAPARATION BETWEEN PIPES a - I _ fA 42 5' MIN FROM CA OF PIPE TO EASEMENT 33 16" C900 DR18 PVC-FM U w PROFILE & CONSTRUCTION z Y p BY OPEN CUT I o w o: p _ ALIGNMENT F z s a to Op 0 • z �+ O ESMT ESMT a Z FM FM ESMT ��ESMT o O U RCW RCW FM E FMT —ESMT �_ 3 RCW RCW FM ESMT- O m ZQ �b 00+00 RCW-101+0.01 RCW— RCW�_ R W — o !n W ESMT RCW RCV102+pORCW— RCW FM + a o W= ESMT ESMT RCW— RCW 103+00_ RCW_ RCW-- RCW--------___________-7L�— ESMT o rc ?W IlWS3-1 ESMT RESMT 4+OOCW— RCW RC CR W— R W 111111111.1411111111:7Rrew T_nsEymji______________ OO \F2g W1WS3-1—�1WS3-1 --ESMT RCW RCW_ RCW-106+00— ^N ,, 8 w_NJ-WS3-1 —ESMTW— RCW ESMTZ1zU 1WS3YESMT RCW RWFM OUocvF- 1WS3-1 ESM I'- - zwl —1WS3'1—� RC RCW-10$+Op/� RCW- -ESI�bo a030' CCUA PROPOSED EASEMENT1WS3-11WS3-1ESMT RC=�RCV?O9+ppCW—M WNIJIESMT RC—� RCWRCWO+p Z WiFUTURE 16" RCW _ 1WS3-1 ESMT =N Q z (BY OTHERS) 1 U O = I - 1WS3-1 Q Q �I~ 20� TEMPORARY _ —1W'S3-1. + H CONSTRUCTION EASEMENT I Q cQc U • v) - 16" C900 DR18 PVC-RCW �" w CC z z I _ BY OPEN CUT J Q O CL o; Vl EL W J= PLAN a 0 w z - z.4 _ SCALE 1" = 40' _ J 06 C- aLL Z O a o� Q + W >- �w J Q W z� O CC �� a N v 85 gi 85 '^ H EXISTING GROUND V J LLI o� d Le, .o 2v�i 80 �_ /� 80 o NEW 16" C900 DR18 COVER I 6� MINIMUM D'1.1IY 75 Q w PVr-FAA 75 I �• r • d a 'j f i,',1'z U- 70 NI K O a� r a ,.,, N O o Jk N NEW 16" C900 DR18 m "' PVC-RCM N o¢ a- P. . O-,,m N �� 65 65 c 21 0 ¢� . may' � p Dig ,4 I..L �6 2- �0 60 60 V A o a U U }w U a n FILE SEE LEFT a; 55 55 VERIFY SCALE w I; 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 BAR Is ONE INCH ON ORIGINAL DRAWING 0—I" 4= PROFILE DATE MAY 2023 ro SCALE:HOR.:1"=40' VERT.:1"=4' PROJ. 10043$.07 Oo %w CONFORMED FOR CONSTRUCTION DWG. 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Z L- / 85 . \ 4.44 85 3 z 6'MINIMUM 9"d 3 a NEW 16" C900 DR18 COVER w a PVC-FM �J �tiv O z U w NI w o 80 - i - 80 O r',0, ' N i ik Uj o ,/Z wy a- NEW 16" C900 DR18 W ti o o /< PVC-RCM ,, dLL� 75 75 ` m�v-ET to : 0Er x Ei 1 H i L,E �0 70 70 V 5 0. U U }w 5� U a O am 65 I I I FILE SEE LEFT 65 VERIFY SCALE w z 150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158+00 158+50 159+00 159+50 160+p0 BAR IS VERIFY ONE CALL ORIGINAL DRAWING PROFILE °�I" U SCALENCH ON HOR.:1'-40' DATE MAY 2023 w VERT:1'4' PROJ. 100435.07 po %w CONFORMED FOR CONSTRUCTION DWG. C-16.0 END JOINT DEFLECTION OF ARC STATION 169+62 _ N-2051884.80 E=423653.98 - N rc � z a g ` w END JOINT DEFLECTION OF ARC a 16" C900 DR18 PVC-FM STATION 169+62 BY OPEN CUT N=2051892.07 m E=423660.01 0 1 _ _ _ 111. EFMT w 5' MIN FROM C/L OF PIPE V ;al a - TO EASEMENT - 8'FACE TO FACE ES MT Rc17o+o0 Q o_a a - ` SEAPARATION BETWEEN PIPES ' F RCW •` R . 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R �F168+00 RGW � g U T F ¢ E T RGW t � 1-ESMT r v� z FM RC C=ES ` z o � • - • '� ESM FM RG R W 1NESMT W—R - FUT RE 16" CW Y _ _ ' �'��I�;II�IIIIIIIIIIII�ESMT FM � I �� • Il���i RCW�� o .sM ( OTHERS) � - RC RCW J o _. - __--_- '�1 11111111 CVd .+� T � a o .ESMT I �� �������� BY RS 3 w o �1II�II���111'� 111111 RCW— T �-------- ESMT FM 1111111111 -1 - ooRCW� T ` "' �,IC�• �111��� RGV165+ ESMo� h ESMT (�„l���j�111111111 1111111��� aR ! ,ESMT FM III i 11�II 1 J 11 T_ESMT Nmw FM RCW �O\\\I pp o_ _�ESMT RC illy041061 ,• I�1 16" C900 DR18 PVC-RCW I _SM FM RCW (tp63+Otr RCW in 7 ESMT - _ BY OPEN CUT w inl m FM RCW�— RCWOW_ RC ESMT c_ I'1 -_-- r � z z ozi a I IL 160+OO:CW— RCW— RCW— F1 61+00- EMT RC—ESMT TES `111 If ¢ c.nIIIIII I 30' CCUA PROPOSED EASEMENT to = ESMT T_ESMT— 1 I _'- a W T-ESMT— I _ N F.„N N J W T-ESMT��T-ESMT W 11. - - Q O r U _____________ _ + ,LE - ao I= I N 4D w� zz 'Iw 411111U►► - J 1111Pt it ., , �z PLAN D 8D - - I • ------------- SCALE: Y = 40' _ ' - • v 1 nw < N Zw �z wa LL °6 O cc a aLL Z o a — 0 �w o W H � CD H � a� N v 9= 95 95 + oc > CD W i� EXISTING ;ROUND NEW 3" AIALVACUUM LU a RELEASE VALVE �o • II90 - 90oo __ \ -85NEW ib [:9UUUK78_\ 6' MINIMUM rd� �tiv a 80 io NEW 16" C900 DR18I85 Hp! o PVC-RCM W `^ �0 75 � 75 a z�v_.� w E o ^^'' a w> O Fo I..L �6 oz 70 70 t V U u U G w U }w � U� O N FILE SEE LEFT o� VERIFY SCALE 65 65 w z 160+00 160+50 161+p0 161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+50 169+00 169+50 170+00 BAR IS ONE INCH ON ORIGINAL DRAWING 0-1' 4 PROFILE DATE MAY 2023 w SCALE:HOR.:1"=40' PROD. 100435.07 'o o VERT.:1"=4' %w CONFORMED FOR CONSTRUCTION DWG C-17.0 e_ N I a , \\\ I- 5' MIN FROM CA OF PIPE w o TO EASEMENT lik a 8' FACE TO FACE , I I SEAPARATION BETWEEN PIPES e oi o PROFILE & CONSTRUCTION _ I Q 16" C900 DR18 PVC-FM ALIGNMENT • o w N BY OPEN CUT It o ¢ - _ - - —ESMT N R ESMT ESMT �� FM Z c�7 - - SMT ---- ESMTFM -►~— �� RCW +�U a �r ESMT_:______________ ESM FM RCW RCW �� RCW—180+O�i F~Q-- ESMTRCW RCW �-RCW-178+�0�— RCW— RCW— RC RCW ESMRCW— ice= U FM FM RCW RCW— ESMT -F I ESMT —FESMT MT FM SMT RCW RCW�— CW— RCW— RCW— ESMT Z_N o z i o to ce O ESMT FM -- RCW RCW— RCW— RCW RCW-176OOW=ESMT r N T-ESMT J W o RCW— F175+00- ESMT -ESMT--� N p, O FM RCW 174+OOC+W _�ESMT _ — RCW— RCW-173+00— RCW- RCW ESMT T-ESMT Z RCS CW— RCW— RCV172+OORCW— RCW —ESMT ES -ESMT 0 1 ESMT O U RCW— RCW—171+0ESMT ��ESMT T-ESMT _ Q r E= 0+00 RCW-- — T-ESMT— cZ9 3 ESMT -• T-ESMT T"ESMT 30' CCUA PROPOSED BASEMENT _ 1 w §,o VI W -T' 16" GATE VALVES Cl . T-ESMT U rK W N T-ESMT �t FUTURE 16" RCW PER CCUA STANDARDS i o L J W 16L. " C900 DR18 PVC—RCW - (BY OTHERS) (TYP) °'w BY OPEN CUT I 01 la i wIo Q 20' TEMPORARY�=o - - CONSTRUCION EASEMENT � a I • - - _ - NJ I _I • + H �� Q U a2 W C U l LLJ 1 J • Q O zW LL Q U J,w eN~ v1 �z lialibilliii ^ PLAN % = w wz _ SCALE ," = 40' L.�Q LLJ z z� H Q W o a. Z o IZ o� Q + w � g w J o LLJ >- zL I . CC a U o? 95 95 • (n Q � �f LL LLJ U cwi CO oQ EXISTING GROUND H LLJ d M 0 90 � 90 K 2 -- 6' MINIMUM g �Z" COVER -- 85 NEW 16" C300 DR18 es II�f PVC—FM y' 3Q d wa , 0z U w ----�------ 80 it� 80 0_Q a� r a Ti. O; u o Jk Uj O Z F� 2 o g 75 NEW 16" C900 DR18 75 < o N a ig PVC—RCM < z�v^rc Fo I..L �6 H7070 FILE SEE LEFT a� P x 65 65 VERIFY SCALE 170+00 170+50 171+00 171+50 172+00 172+50 173+00 173+50 174+00 174+50 175+00 175+50 176+00 176+50 177+00 177+50 178+00 175+50 179+00 179+50 180+00 WZ BAR IS ONE INCH ON PROFILE ORIGINAL DRAWING a�, r, SCALE HOR.:1"=40' DATE MAY 2023 w VERT.:1"=4' PROJ. 100435.07 p0 p %w CONFORMED FOR CONSTRUCTION DWG C-18.O I . 04 I u • ARC LENGTH: 1138.44 - RADIUS: 199H4.61 rc PROFILE & CONSTRUCTION CENTER N: 2053094.23 ALIGNMENT CENTER E: 422342.07 a 8'FACE TO FACE 16" C900 DR18 PVC-FM - i a I SEAPARA11ON BETWEEN PIPES - BY OPEN CUT m .11 o • 5' MINIMUM FROM q } 1p - EDGE OF EASEMENT r -I- ■- ESMT ESMT 11111111111111111111111111111111111111111011110 1jIIIII IIIII IIIII I. _ Q}m I LI�IlI'llmumummumgll iR nnnnu1111nn1nn 1 1 p ��11111 IIIII 1' _ 1111111111111111 1111 i ! ' lIIII� -+ ARC LENGTH: 1140.26illtr o ESMT FM F FM 'rlpll1�1�1� �1IIIIIIIIIIIIIII 11 I11II l�ll1011111111111111111 i pII11 RADIUS: 1986.01 o a0 FM - fEs RCW 1 w i ►1 III 1 11111111WRRCW-183+00 - I 111 r ESMCWRCESMTMT •T-ESMT T ESMT '�gllllllllll 11. I I III ° �Ill�illl, RCW FM T • g NW j11111111111i1 w N T-ESMT �11I� � I I IIIIIIIIIIIIII SMT _ RC— MT R� Ro ew a Z T-ESMT I OO RCW ``ESMT z x =W 1IliiiI..,I ES RCby`1$?+00_ M ...11 ¢ N csi o to to H BEGIN JOINT DEFLECTION OF ARC T-E ESMT RCW_ Row MMT Z STATION 181+84 - - SMT RCW \ I a o- o N=2052665.53 T _ RCI'1'�sa+\ E=422713.60 _ T--ESMT ESMT O2CI.�\ \ ES .y 20' TEMPORARY RCw� RCW FM MT O 3 ' CONSTRUCTION EASEMENT RCyy / O w l• a p o - LESMT ESMT ��@9+p \ O a o �� BEGIN JU` r r OF ARC 30'CCUA PROPOSED EASEMENT II RO RCW FMESMT CEO w STATION 181+84 W� O <`+ N=2052672.65 N W °'w E=422719.81 •�,. , 16" C900 DR18 PVC-RCW T ESMT R SMT R Ci z Ali BY OPEN CUT Cw_�9+0 I� - z a i lr.. 0 �yW Y�'z Ilk TESM\ 2� �l 0 1111,, W �i FUTURE 16"' RCW 4Ci17 O z - - - (BY OTHERS) � O 0 LLJ _ + C] H H .. �rllnnlllllll���l w°' , __ _ IIIIIIIIIIIIIIIIll� �1 - Q cc JIw I PLAN w z �~ SCALE: 1" = 40' H ~ J OS O aLL Z o : a o� Q + w >_ �w I w _� CC g� LJ N v J- 90 90 i p[ LLJ o w /I—/� H pE VJ w ow _ 85 85 _ tX SiINI� I�KV UNU /, U� ` .ice \\������� „-.__—�.ii-i __—_`______�� \ (r o� NEW 16" C900 DR18 —// �\ Z j� PVC-FM \ // Hp! 80 \ 80 Q _ \ d w a `6' MINIMUM COVER 'Tj �,ti'V 0z U- NI K F o 75 75 O r a ` N O W .E Jk NO ~ �w a? NEW 16" C900 DR'8 ''N zo o PVC-RCM � F oLL,E P. 70 70 I..f a o D i ,2 N= � 0r22.s< a �7"O �o I..L 26 oz 65 65 V R U G W U }w U� 2° FILE SEE LEFT a,n 60 60 VERIFY SCALE w z 180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50 184+00 184+50 185+00 185+50 186+00 186+50 187+00 187+50 188+00 188+50 189+00 189+50 190+00 BAR IS ONE INCH ON ORIGINAL DRAWING 0-1" 4= PROFILE DATE MAY 2023 o SCALE:HOR.:1"=40' o`o VERT1"4' PROJ. 100435.07 %w CONFORMED FOR CONSTRUCTION DWG. C-19.0 NEW 16"X90 BEND-MJ (RJ) - I- REST. W/ MEGALUG AND HARNESS` IIIII STATION 193+89.89 N= 2053610.19 � N �• E= 422038.76 ....... - - rc NEW 16"X45 BEND-MJ (RJ) NEW 16"X90 BEND-MJ (RJ) w REST. W MEGALUG AND HARNESS / REST. W/ MEGALUG AND HARNESS _ STATION 193+39.46 STATION 193+89 89 a o N= 2053609.95 N= 2053619.63 E= 422103.97 E= 42204818 cil 4/ o m NEW 16"X22.5 BEND-MJ (NJ) ee REST. W/ MEGALUG AND HARNESS_ EXISTING ROW - r Q}m PROFILE & CONSTRUCTION STATION 193+09 40 �_ / w fff N o ALIGNMENT N= 2053606.04 > o 'o E= 422107 63 Fhq rc a ii- - RCW 16" C900 DR18 PVC-FM BY a a ... k 4 �9a+pp \\ .� .� OPEN CUT �. W o o F ' RCW FM z 6 I 8' FACE TO FACE T�RC 'tell, - ozo T =1 SEAPARATION BETWEEN PIPES 3 N' 16" C900 DR18 PVC-RCW BY - 3 a w �- 195+pp M OPEN CUT o . RCW .RCW / o wm ' U ESMT FM IkU\\\� llt - K / - . RCW F 4:Sco �_ 9 Fµ.. to ? C.O ES''' FM �!_ h� p-1S�� NEW i6"X45 BEND-MJ (RJ) 6iOW - z o FM RC`N - _ R192+00— R ,`,, ,�, \,� REST. W/ MEGALUG AND HARNESS RCW < o E T RCW — W ESMT \ STATION 193+32.83 RC\RC FM / y Z 1 RCW — Rc191+o0- SMT N= 2053619.23 -ts*op,1, k' I/ z O U RCW E= 422110.68 - z z o Q 190+00-ROW ESMT T-ESMT �\ �- - 1-�iJ C NEW 16"X22.5 BEND-MJ (RJ) \RCW RCW RCK' FM \ O a(71 . T-ESMT i. o6 u-iN T-ESMT Alb- REST.ONREST. /193+MEGALUG AND HARNESS - t0 Dow\\ F N N w ? N= 2053615.20 _ RCW \ RCW M ,Ni N g o F J W N1T 30' CCUA PROPOSED EASEMENT x Pew \\ 4 Z w o N,, E= 422114.43 - - _ Sr— k _tss, O N �I m U FUTURE 16" RCW _ � kit • p0."W • RCW FM• 7;11 z ''‘Allien CD CD dlrc H Et END JOINT DEFLECTION OF ARC O Q U a= STATION 193+13.26 F LLl w N= 2053612 37 w CV Z 2 _ _ E= 422115.49 J • Q Q Jl z cc Ja_ / A. , ,- LLJ d ow az PLAN Et O W Z zF - SCALE: 1" = 40' 0_0 H J UV O a aLL Z o a o. Q + LLJ > �w w ! ' rn CC g� LJ N N v = 90 90 Q CC LL LU g cwi '^ LLJ %O1 EXISTING GROUND — v/ o_ o¢ UN __— ZL 85 ---- - - 85 Oa ____----� �J Z `T�� 1� At? .0 1 'G Y NZ o,- NEW 16" C900 DR18 n 6'MINIMA / PVC-RCM COVER ___ --- Hp! Q 80 NEW 16" C900 DR18 --- ----------- 80 q+d f w a PVC-FM \ -- .J U- K 0 75 - - - - 75 0 a� rO K o N NO Q` Q � =k az "i F z W NN p A/ '' O',,m �0 _70 70 D ra= ¢� . .y�b D ^^'' 7"O Fo a 0 I..L t6 H65 - o�n; FILE SEE LEFT a� VERIFY SCALE /Z 60 60 BAR IS ONE INCH ON 190+00 190+50 191+00 191+50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00 197+50 198+00 198+50 199+00 199+50 200+00 ORIGINAL DRAWING 0 I" PROFILE DATE MAY 2023 p o U o w SCALE:HOR.:1"=40 PROJ. 100435.07 VEST.:1"=4' %2, CONFORMED FOR CONSTRUCTION DWG C-20.O I.N...Ur, [Ll' It``rtn Cu..(y4,.U.Ln\'.� V.T CT.�t(.•—..7„uv-b.IJ.wlti [.„Ar... w.....,w!.i cs,..„,,,r.,..,4 I,,„n a IOiMM1R4J1l.➢aYYR a4�cmcf.L'wi aK.cfCfegO...crrsarc-r.mi[ n...�IIYJ.¢t [1_n 4.9tfa+.s wop!M.W,•�•wyy.y n...u nn�.wr...na..mf n^•••s..�» nn..,w�c� 3,...„4.,_ .11:r Si ti III ---•_ - - m x . 0- I Q l • S16.' ' Li • T. i ITV I ii --- w Irk; y ) `� • - ._.2 I - I Win. �P . .. C HALT I - I .1 IIi C \k Wc �` / I [(u,, SITE PLAN(2) ovr..EMlo PER DC < s _ ENEwg.. o a 4 ARDURRA G, ,,. ..�.« /�� ,I;3 GOVERNOR'S PARK °s A0,31,1 II MO," RECLAIMED WATER PUMP STATION PROJECT :tit vat ga- 1i1.�•1[It la[S1[x.k 11In 4.01 BEF.N•fr Lj 41 arr71M[L 1 n < Va.% -..��U Y�,�w L4 of: „�:..A/.W..mun.�r.�aun nr rrc+e c 11. • • • MCIr . L� O • • • • • XIr Fa /V • SITE PLAN(2) i 06/si RAID.OM K M. to [w _ @� • ARDURRA , Wo u,' Iv : GOVERNOR'S PARK RECLAIMED WATER PUMP STATION PROJECT - ---- --o MO so id pri [ a [ccr6 t" ._L _ n t e s--I • .r/... . [xa It"