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Acceptance of Certain Public Subdivision Improvements in Phase 1 of The Farm SubdivisionCity of Dubuque City Council CONSENT ITEMS # 8. Copyrighted January 21, 2025 ITEM TITLE: Acceptance of Certain Public Subdivision Improvements in Phase I of The Farm Subdivision SUMMARY: City Manager recommending City Council accept the public improvements in Phase 1 of the Farm Subdivision as described. RESOLUTION Accepting Public Improvements In Phase 1 Of The Farm Subdivision, In The City Of Dubuque, Iowa SUGGUESTED Receive and File; Adopt Resolution(s) DISPOSITION: ATTACHMENTS: 1. MVM Memo 2. 1 switch homes the farm phase 1 imp accept memo 3. 2 switch homes the farm phase 1 imp accept resolution 4. 3 Switch Homes the farm accept public imps phase 1 Page 97 of 740 Dubuque THE CITY OF uFA�a9a av DuBE 13 Masterpiece on the Mississippi zoo�•*o rP PP 2017202019 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Acceptance of Certain Public Subdivision Improvements in Phase 1 of The Farm Subdivision DATE: January 13, 2025 City Engineer Gus Psihoyos is recommending City Council accept the public improvements in Phase 1 of the Farm Subdivision as described. Maintenance guarantees for said Phase 1 public improvements shall be provided by the owners, Switch Homes, LLC, for a period of two (2) years from the date of acceptance by City Council. As a condition of subdivision plat approval through Resolution No. 132-24, the developer of The Farm Subdivision was required to install certain public improvements including street paving with curb, curb underdrain, sanitary sewer main, water main, storm sewers and catch basins, street lighting, Northwest Arterial recreational trail, Northwest Arterial right turn lane, and accessible sidewalk ramps and to dedicate said improvements to the City upon completion. The Farm Subdivision Phase 1 public improvements are as shown on the attached exhibit. On January 8, 2025, the developer requested the City's acceptance of the public improvements in Phase 1 of The Farm Subdivision. Upon inspection by the City, it has been determined that the public improvements required by Resolution 132-24 have been completed in accordance with plans approved by the City Council and in conformance with City specifications. I concur with the recommendation and respectfully request Mayor and City Council approval. /-� -� LT v Mic ael C. Van Milligen MCVM:sv Attachment Page 98 of 740 cc: Crenna Brumwell, City Attorney Cori Burbach, Assistant City Manager Gus Psihoyos, City Engineer Nate Kieffer, PE, PLS Arielle Swift, Public Works Director Chris Lester, Water Department Director Carl Plumley, Water Distribution Maintenance Supervisor Maxwell O'Brien, Civil Engineer II 2 Page 99 of 740 THE CITY OF DiUB E Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Manager FROM: Gus Psihoyos, City Engineer DATE: January 9, 2025 Dubuque All -America City N�'I1Q4N. (NC IJ=N.UI= 2007-2012.2013 2017*2019 SUBJECT: Acceptance of Certain Public Subdivision Improvements in Phase 1 of The Farm Subdivision INTRODUCTION The enclosed material provides for City Council acceptance of certain public improvements that the developer, Switch Homes, LLC, has recently completed in Phase 1 of The Farm Subdivision. BACKGROUND As a condition of subdivision plat approval through Resolution No. 132-24, the developer of The Farm Subdivision was required to install certain public improvements including street paving with curb, curb underdrain, sanitary sewer main, water main, storm sewers and catch basins, street lighting, Northwest Arterial recreational trail, Northwest Arterial right turn lane, and accessible sidewalk ramps and to dedicate said improvements to the City upon completion. The Farm Subdivision Phase 1 public improvements are as shown on the attached exhibit. DISCUSSION The Subdivision Ordinance requires that upon completion of all the required public improvements, the subdivider shall notify the City in writing of the completion of the improvements, requesting that the City either approve or reject the acceptance of the improvements, together with a statement of reasons for any rejection. On January 8, 2025, the developer requested the City's acceptance of the public improvements in Phase 1 of The Farm Subdivision. Upon inspection by the City, it has been determined that the public improvements required by Resolution 132-24 have been completed in accordance with plans approved by the City Council and in conformance with City specifications. RECOMMENDATION I would therefore recommend that the City Council accept the public improvements in Phase 1 of the Farm Subdivision as described above. Maintenance guarantees for said Phase 1 public improvements shall be provided by the owners, Switch Homes, LLC, for a period of two (2) years from the date of acceptance by City Council. Page 100 of 740 ACTION TO BE TAKEN The City Council is requested to adopt the attached resolution accepting certain public improvements in Phase 1 of The Farm Subdivision. Prepared by Nate Kieffer, PE, PLS CC. Arielle Swift, Public Works Director Chris Lester, Water Department Director Carl Plumley, Water Distribution Maintenance Supervisor Maxwell O'Brien, Civil Engineer II Page 101 of 740 Preoared by: Nate Kieffer, City of Dubuque Enaineerina, 50 W. 13" Street, Dubuque IA 52001 (563)589-4270 Return to: Adreinne N. Breitfelder, City Clerk, 50W 13t" Street, Dubuque, IA 52001 (563)589-4100 RESOLUTION NO. 12-25 ACCEPTING PUBLIC IMPROVEMENTS IN PHASE 1 OF THE FARM SUBDVISION, IN THE CITY OF DUBUQUE, IOWA Whereas, pursuant to Resolution 132-24, certain public improvements in Phase 1 of The Farm Subdivision as shown on the attached exhibit, including street paving with curb, curb underdrain, sanitary sewer main, water main, storm sewers and catch basins, street lighting, Northwest Arterial recreational trail, Northwest Arterial right turn lane, and accessible sidewalk ramps, were installed by the developer of The Farm Subdivision in the City of Dubuque, Iowa; and Whereas, the Phase 1 public improvements as shown on the attached exhibit have been fully completed and the City Manager has examined the work and has filed a certificate stating that the same has been completed in accordance with the plans approved by the City Council and in conformance with City specifications, and has recommended that the improvements be accepted by the City Council. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: Section 1. That the recommendation of the City Manager be approved and that said public improvements in Phase 1 of The Farm Subdivision as shown on the attached exhibit be and the same is hereby accepted. Section 2. That a maintenance guarantee covering said public improvements shall be provided by the owners, Switch Homes, LLC, for a period of two (2) years from the date of this resolution. Passed, approved and adopted this 21 st day of January, 2025. Bra vanagh, Mayor Attest: Adrienne N. Breitfelder, City Clerk KEY NOTES: / 0 10' PUBLIC UTILITY EASEMENT 0 STORM SEWER AND STORM WATER DRAINAGE EASEMENT WIDTH AS LABELED © STORM SEWER EASEMENT WIDTH AS LABELED 0 20' STORM WATER DRAINAGE EASEMENT 0 30' PUBLIC SANITARY SEWER EASEMENT 0 PROPOSED 10' TRAIL © EXISTING ACCESS EASEMENT 0 WATER MAIN EASEMENT WIDTH AS LABELED Oi MAILBOX CLUSTER LOCATION 0 FIRE HYDRANT LOCATION 0 LIGHT POLE LOCATION © 20' HMA FIRE ACCESS LANE NOTES 1. ALL SANITARY, WATER, LIGHTING, AND CITY FIBER UTILITIES TO BE PUBLIC. 2. ALL STORM SEWERS PUBLIC EXCEPT WHERE NOTED OTHERWISE. NW ARTERIAL —(Fm —(F0) —(Fo) —CFO) �(FO) �(FO) — (FO) — (FO) —(FED <Fm -cFm -(Fo) — (FO) CFO) �(FO) CFO) — (F0> — (FO) �(FO) —(FO) —CFO) — (FO) _(FO) —(FO) —(FO) — CFO) —(FO) CFO) — CFO) —CF(3) —(FO) —CFO) (FO) —CFO) (FO> —(FO) y CFO) CFO) — (FO) �(FO) � —(FED — (FO) 100' STORM WATER 20' PRIVATE DRAINAGE EASEMENT r0uTLc ----------------------------____\---R-101.1 --�-- — � — E � '� ,20' PUBLIC SANITARY FORCEMAINs' '' E� // �/ MiM�M w ww wow w w�w�w�w—w—w—w—w—w—wrwTIFFANY COURTEASEMENT _ X103.0N\w wS-120.0iw50 PUBLIC SANITARY SEWER ANDT L�__— ----------- ..... --_....... -------------------- (FO) —(FO) —CFO) — (FO) —C O) —(FO) —(FO) — (FO) —(FED _ (FO) H —CFO) —CFO> — C R-950.0 " CST) (IT) — (IT) — (IT) — (IT) (IT) (. — (ST) can — can <sn 30' PUBLIC 25' (1) 16 UNIT I UTILITY ----— — — — — — — CBU I EASEMENT 12 E_ E E -- wi— wE'er--•• J — — _ _ ss�w �•►.. _ PUBLICSANITARYFORCEMAIN / R-1000 Ssis= 5-119.0 wiw E t-2o�.1 13 cc z z w 0 25 50 m m m m m N N N N N W O O O O O N N N N N O O O O O sn V' J N W Z 2 Q N Z w u N 7Y z w V) 0 Z m 2k z w O n 7O2>-UwU o Z o d N co (n F U u O w V) Z O O F N z ° CL0 o O V) O w O F w z z °wccro ---_ _ —• _..ss wiw i E�E.. S _.. --__-- _•. _.. _.•_ ._.. ssss� iwi wi E•�_.. _.. _E•—_ E EASEMENT 20' _ w i '�. as L—=-=Iv OUTLOT K---____ _ - as: as: as: as— w sS /• � SS /i / R-151.0 as DETENTION \ — --___ — . _-__ _ _ ems= w -- •_.. _.._ �ssi ss w' w—w— R-208.0 s= S-118.0 © SANITARY SEWER EASEMENT WIDTH �� �/ ��' BASIN C \--_____ ' - _. _ _ _ — _ TS ST SS —SS —SS. 1 ST SST SST �Si AS LABELED �� �� \ ----__ _ R-207.0 — . . — . . _ . . _ L — E — E 3 \ 4 I 5 / \ 6 ' j� / v (Y) (Y) (W) ° AA nn /•• =fca 3 3 BLANKET PUBLIC WATERMAIN 3 3 EASEMENT OVER OUTLOT OU I TJ OUTLOT I 3 3 3 3 I / / / / / i / / / / \ I I \ / I I \ \ \ e e \ Of \ Of / `e Lop L11 re) \ °1 , / J J W. 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IT �7 ST OUTLOT B L---T I jl II II F FP FO FO FO j'- - - - - - - R-203.0 F FO FO R-303.0 ---- FO FO FO F ---- ------ FO R-302.0 To FO T FO FO FO FO -------- FO TO ------ (3) 16 \ \ 28 j O 1 LU O i A I I I UNIT CBUs \ \ I I 2 Q 2 30 29 I w 2 z m w 2 z i 36 35 34 33 1 I 1 32 200 I 31 \ o 5 w 1I �� I cn Q U cn i I j l 1 S-112.0 R-202.0 1 © 201 1 I I I I i � R-301.0- I i R-300.0 0 IT - IT IT I R-201.0 20' R-452.0 missST IT�5T� O UTLOT D J © R-450.0 I I II Q o I PRE -TREAT ENT I RETENTION II I II ZQ LU o f Y I BASIN r BASIN A w I R-400.0 1 R-602.0 U I I Q z LU L O M"ST 71T IT IT Or- < ;I V 1 R-401.0 0 I I I I z U 1 I I I O w w 1 1 to I I I U z 0 J w rl \ w 1 1\ ©20 o I I I 0= 2 N \ I I I I I w a SHEET NUMBER: I ° A. 2 2 \\ 39 '� I n n I. I. ^� Z Jul 24, 2023 - 11:56am S:\PROJECTS\2021\210199\05 design\civil-survey\Sheets\210199 - A.20 SITE AND UTIL.dwR Page 104 of 740 #' II R-401.0 0i I I RETENTIO II II ASINA I I I r © 20I r r 39 1r II , 0 40 1 ° I I R-700.0 , / \ r I / / I I / RETENTION 38 41 R-500.0 / / I 50' K O 5� , , BASIN B \ \ ` ` i ' •' ` of \ , 5 , 42 37 �' / J �M S-110.5 Al i�10, �\ i� S-110.4 S-110.6 55� 5 S5 \ -109.9 1 \ R-405.0 \ S �\ \ O 30' 44 72 S-110.3\ II `, E �MiM. / /'-' \, •'` R-502.0 43 ___--_ _ ST - ST 5T �I 45 000 000, \ �.\ J \ / R-503.2 SS \ \ K 71 �/ `\ G ` / C�/SS - R-702.1 r� � 73 `�� �j P�%�� / R-702.2 KEY NOTES: 84 S-109.8 46 10 `� A 101 PUBLIC UTILITY EASEMENT B STORM SEWER AND STORM �� N r '� \ J \ WATER DRAINAGE EASEMENT 49 0 / r �0 \ , A R-504.0 N \ \ (4) 16 UNIT CBUs 0 ; \ \ �'� \\ 47 WIDTH AS LABELED � ( � OUTLOT G \ �� �' --- / / 50 Oc STORM SEWER EASEMENT ! N �\ m� ; \ R-703.0 --- \r OUTLOT H \ \ �0 N\ \ �'', _ _.._.._... ............ R-511.0 �,..c.._. WIDTH AS LABELED 512.0 82 \� N \� - - ,. \'�R-704.0 75 ST iST! / \ 1 S-109.0 �5S-=5 - _=s _=5 _iST _'isr \ 0 ST 201 STORM WATER DRAINAGE \ �` r� ( , \ `� \ � iMM, _ M-MM-►M S-109.11 ' EASEMENT ` y \ \ \N \\ .`• /• /. / SS M/M J .-•3 3- --------__ 3 ` W�.Wa ss. S-1 \ 5-110.2R-705 E 30 PUBLIC SANITARY SEWER K 0 N r 81 \ '� \ 201'��_ _51 cc w w Z C7 z w O N N �l rn '_4 m �Z0 z �o U 0 x a 0 25 50 m m m m m W N O N O N O N O N O N N N N N Ln -1 QN N O O O O O \ \ \ n v O N W a N z c�c N 7Y z cwc Ln O z m 2k z cwc \\ \ \ \ \ \ z \ S c O o U v1 LLj o m Vn Fw U F U O Z a V) w K U H U O F Ln Z a w cr w 0 O V) O > w K U H U O F vwi Z n w cr \ \ \ \ \ 09.12 / / EASEMENT \ \, 7 6 R-503.4 �. \ � / / I K - L- / w R-505.0`'� 55 / �• R-703 2 I � J p \ � / I / C� \ S-109.7�� '. \� 5 �// I 53 , p PROPOSED 10 TRAIL \ \�'� �v ''\� \ �� J �� /'' I I 54 / m 67 52 \ \ \� J R-510.0 \\ 5� ' I 1 50' p © EXISTING ACCESS EASEMENT �� \ \� ��\� 77 R-506.0 51 LL O / 55 I WATER MAIN EASEMENT WIDTH AS LABELED R-510.1\ 66 \�78 79 N s \ \ �• �.• � Ss / Di MAILBOX CLUSTER LOCATION \\ S-109.6 S-109.2 •• SS \ s` FIRE HYDRANT LOCATION 101, / 65 \\\\ ` \` w 5s i _ �.._.._.._.._•• ST SS / LIGHT POLE LOCATION �\ 555 i _ sSSS� S-109.3 �f \ S-109.5 _55 f5S / © 20' HMA FIRE ACCESS LANE 100' STORM WATER DRAINAGE EASEMENT W 20' PUBLIC SANITARY FORCEMAIN EASEMENT 'W�\N W W W� E% R-507.1 58 64 J_ _.�_..- 59 , �0 50' PUBLIC SANITARY SEWER AND PUBLIC SANITARY FORCEMAIN NOTES EASEMENT 1. ALL SANITARY, WATER, LIGHTING, AND CITY FIBER UTILITIES TO BE PUBLIC. © SANITARY SEWER EASEMENT WIDTH 2. ALL STORM SEWERS PUBLIC EXCEPT AS LABELED WHERE NOTED OTHERWISE. 62 N1 I / 56 I /' / S-108.0 / 57 / 40' / � S-107.0 r r r r 1 r r OUTLOT A w TEMPORARY CUL-DE-SAC 2 Q AND OFF -SITE EASEMENT 0 = w D 2 C7 \LUU \\\ \ a r z p m w p \\ \ \ / \ ° �V) a p \ \ \ J ¢ImIU101 O z � Q U Q w oc z � Q � Z U O ww U a O J 0 w oc = IZ D LL V) SHEET NUMBER: O A.23 z J J uw Z) cf m p IL O w 2i O w U a � z z w , ^ U v I a z O V) LnYw 0J aw z 0 LD v)m 0 Jul 24, 2023 - 11:56am S:\PROJECTS\2021\210199\05 design\civil-survey\Sheets\210199 - A.20 SITE AND UTIL.dwR Page 105 of 740 KEY NOTES: 0 10' PUBLIC UTILITY EASEMENT 0 STORM SEWER AND STORM WATER DRAINAGE EASEMENT WIDTH AS LABELED © STORM SEWER EASEMENT WIDTH AS LABELED 0 20' STORM WATER DRAINAGE EASEMENT 0 30' PUBLIC SANITARY SEWER EASEMENT 0 PROPOSED 10' TRAIL © EXISTING ACCESS EASEMENT 0 WATER MAIN EASEMENT WIDTH AS LABELED (i MAILBOX CLUSTER LOCATION 0 FIRE HYDRANT LOCATION 0 LIGHT POLE LOCATION © 20' HMA FIRE ACCESS LANE 100' STORM WATER DRAINAGE EASEMENT 20' PUBLIC SANITARY FORCEMAIN EASEMENT Do 50' PUBLIC SANITARY SEWER AND PUBLIC SANITARY FORCEMAIN EASEMENT © SANITARY SEWER EASEMENT WIDTH AS LABELED MR > ( COH) COH) <n) — CA) —i NOTES (GH) — <FO) <�) Cn) —CFp) =(FO)� COH> — _CC S21) (n) (n) C) �521> (n) S21J �S21) �521) �S21) 1. ALL SANITARY, WATER, LIGHTING, AND CITY FIBER UTILITIES TO BE PUBLIC. 2. ALL STORM SEWERS PUBLIC EXCEPT WHERE NOTED OTHERWISE. OUTLOT A S-104.0 S-102.0 ss ss � ss � ss � s5 i ss� i SS Ss yy/ Xf 41 S-101.0 I I 86 N ►I I i I I ©40' I � � I (n) (Fp)(G) COH) \ \ cn) \ O><G\ COM \ \ �(S21)\ (n) (S21) \ (n) "1:1s13,1 \ \CS21) \ (n) \ \ vVE \( (n) OH) r 321V0 \COHJ \ \ EEl\ \ \CON \ \ \ / \ I \ — <ca.—� � cn) � •sz1> •sz1)s21)------- (sz1) S21)—:sz1)—�sz1) --tGY — (n) \ (n) <n) S21) 1 \ \ ® \ CG) \ \ <G) CCJ (IN)— <n> �S21) — S-100.0 , ` \ (nJ \ C — Cn) — (n) — C$21)—C Sao \ \ Cn) (w cGi __(G). (1\ — �se1) n) COH) (MJ C— (n) S21> �521> — \ \ CONJ �S Clry (Sal) (M) CV) — (N) — (W) (S21) HJ \ \CON) 21)\O�<sz11—— s / — \ \CON) \(pro S-EX 1 /(00— \cp \ H) / \ `°I cc w z z W 0 25 50 m m m m m N N N N N W O O O O O N N N N N Ln -1 QN N O O O O O n v O (n W a J Q v) Z 2 Ov N 7I Z cwc G v) O z J m 7I Z cwc G z \ S o LLr p o _ N o 2 m V) Fw U F U O Z O w O U H U O F vw) z ° c a w 0 O v) O w O U H U O F vw) z ° cr J J W W 0 Cf D D m m D 7) 0 0 LL 0 LL 0 ) ) 5 L Q S L 0 , 0 Lu D T2 .. i cf T2 i W Z U5 W � Z � z 0 K L / a Lu U L o z or_ z z u 0 W w U QO J 0 w D LL SHEET NUMBER: A.24 z Q z O Ln Y w ILL W a z 0 LD V)mLu ul 24, 2023 - 11:56am mm e s i g n civi -su 79 Page 106 of 740 NOTES I � 1. IF CONTRACTOR ENCOUNTERS ANY EXISTING MINE CAVITIES / SOIL BORING (B-5) OR INFRASTRUCTURE, CONSULT OWNER AND ENGINEER EG 811 IMMEDIATELY. j LIMESTONE 80 I / I � / / SOIL BORING (B-4) / EG 818.00 - LIMESTONE 799.50 SOIL BORING (B-6) EG 779.30 END BOO ING 759.30 L ME TONEE SOIL BORING (B-3) EG 860.40- ® LIMESTONE 841.90 ////\ • \�\ ,r�'E �(5 o jam° \ _ 0. O 0. -�,,;�-�"�•'�fiE _ - \ \ \\ \ I SOIL BOF�I / -9) _.. �E.s'� ..___•_- __--- 1 I � '�\\ \\ I I EN Bd G 792.5 _„_.._•_ _ 1 i''� ` \T I NO { Il TONE of p 6� w LU Z_ C7 z w 0 50 100 1 m m m m m Luc 0 0 0 0 N N N N N O O O O O �] (D,r"o-,o N LU z Q J Q N w 2 N 7t z w 2 (n O Z J m 7t z w 2 z _ \ S Q 0 0 N 0 2i m (n Hw U >- U O Z p (n U H U O H Ln z a cc LU 0 O (n O 5 > LU U H U O H Ln z a S L RING (B-2) W I \ EN B. RING 56.00 (E) (E) CE) (E> (E) CE> SOIL BORING (B-7)L - - - \\� \ i`� e \� ILL A / EG 831.30 / LIMESTONE 825.30 \\ 6 f� �. `\ -�__ --- E V) LU 2 ' SOIL BORING (B-1) I _ �tI' �/ \�� F'P ♦' W END BORING 843.60 U NO LIMESTONE I //,/��,..�_'�"''•` \ 'fO � �\ \\ ` F � •` / !'�``�i� \ - - _ z � Q Ln 0 SOIL BORING (B-8) � �\ � I LIMESTONIE 833.90 ` •'\\ �� �/ I ' I � I I I i � CE) - J J W Z) Cf m 0 LL O w 2 O 2 w U a � z z w U , ) I \ O w \ _ w \ \\ O w Lu I I SOIL BOR G (B-11)EG \ \ — I I 5 LIMES NE 831.90 \ \` � p[ \ \ z O 0) \ \ p CO rn z O \ \ � O w rl O LL N cn ° N SHEET NUMBER: Jul 24, 2023 - 11:57am S:\PROJECTS\2021\210199\05 design\civil-survey\Sheets\210199 Page 107 of 740 0 0 (� ^ v v LD �II N cl D — CH ❑>— N ® �2:0 CHD O \ C 3 ) i CONTRACTOR TO EXPOSE EXISTING 12" MAIN AND ENSURE ALL REQUIRED PARTS ARE ON HAND FOR INSTALLATION OF NEW \ \ �. \ a cM� W VALVES FOR BOTH PROPOSED MAINS. ONCE MAIN IS SHUTOFF, SHALL BE CUT AND NEW REDUCER AND VALVES SHALL BE \ OUTLOT L z LLMAIN INSTALL `�� z w 3 0 INSTALLED AND TESTED. AS SOON AS VALVE CONNECTIONS ARE O UTLOT 1 8" GATE VALVE \ \ COMPLETED EXISTING MAIN IS TO BE PUT BACK INTO SERVICE \ \ Q TO AVOID PROLONGED DISRUPTION OF SERVICE. \ INSTALL NCONTRACTOR TO COORDINATE ALL WATER SHUTOFFS WITH 112" GATE VALVE F �' E' ' =� \` 7�VE CITY. ri I PROPOSED 29 LF 12" DR14 PVC WATERMAIN (TEE TO TEE) \ \ INSTALL ' SEE SHEET MWM.41 1%� 1 I / I w �v PRMOP OS�D�LF 12" DR14 PVC\� �. \ / 0 15 30 12" GATE VALVE w w— w— w— w— w— w— w— w— w— w— w— w— w— w— w— w— w— w— w WATERMAIN(TEETOTEE) INSTALL HYDRANT ASSEMBLY M \ G 1 w w —1+0= 1= 12+00 % v� w w' w w o w ' w ' 13+00 = w ' w o w ' w ' w ' 00= 1 =15+00 w I w w Sv v�i wi— ��� w l w 15+90.4 5.00R , TI FFA Y PROPOSED 524 LF 12" DR14 PVC WATERMAIN (TEE TO TEE) FG: 874.19 COURT x PROPOSED 8 LF 12" DR14 PVC PROPOSED 22 LF 12" DR14 PVC WATERMAIN (TEE TO TEE) '� �1 W WATERMAIN (TEE TO TEE) — INSTALL \ ` �' / I o N o N N N � N N N 3 INSTALL HYDRANT ASSEMBLY O UTLOT J 12" GATE VALVE ' ' 41 0 0 0 0 10+16.3, 5.00R FG:808.39 \ to ' N Y PRESSURE TESTING OF MAIN SHALL 3 G START AT THIS LOCATION N LU OUTLOT TO HAVE WATERMAIN R-102.0 Iw = (D O z a z L z w O z z w EASEMENT OVER ENTIRE AREA. \ ` W J a O U O J LL O W N Z LL O } w } EX. 12" \ O �n O U O U R-151.0 \\ E U w O -- O ^ V o w o 0- w o a 12" X 8" REDUCER \ \ W o w w 8" VALVE °s \ / 8" 900 BEND ` \ PROP. 8" w� w� O 77 1 +50.00 PROPOSED ui a m U 0 BLOCKING TOP 835.00 HYDRANT BETWEEN PROP. 12" EXISTING PROFILE ww @ CENTERLINE 5 875 U U z " o 12 90 BEND — PROPOSED PROFILE i @ CENTERLINE J 12" VALVE I DP—= 8 0 v 870 C� C7 � / 17+15.38 � EX. 12 m 0 m 0 EXISTINGTOP = 866.99 @ CENTERLINE 0 0 4+75.00 5 W N oo > M 865 UL O ILL O TOP = 860.00 NOTE: RESTRAIN ALL JOINTS J N � rn p�� �00iz wLn00 II W W z Lr) Ln W u+i 00 H r-I w o �� Q d Z N QNl l0-� r-I m+ 00 Q d CD 0- O Lu O 0 DETAIL OF CONNECTIONS m It fh + 0 11-= - o-� 860 = ZD 0 _ a H .. N W bo M z m z / O-eH LU�0Orr C7 � � o a U0 z "Ln 1 +81.85 8 5 N815 Q cri ��00 O a 855 HYDRAN TOP = 850.61 > C) 00 w O = O U H 10+75. 0 Q � a TOP = 808.68 O - 8 - I— N r-I �D N 850 W 850 r-I J 110000 01 L.L O IZ CL 8 845co J a z — z z a O QLu LL� w m 0 EXISTI G GROUND -I-1pE J o J a W 8 o� cn _ L C) w 00 1 +50.00840 PROP MOVE SED GROUN U 84� z Of O m a)cyi O+ TOP 799.5 O o 00 oc r1 11 Q o + 000 O 0 � U — Q) r-I I I_ 2 � PROPOSED G � z —a O DC W z Ql TOP PIPE = 7 X e�� 795 835v 2i a z ~ Q U-Q a � ILL � l0 N NLn u) 00 � MO Ol(Z O l.f) I_f) 00 M O O I_f) IO OlI_f) IO Ol O) 00 00 qt I- O Lf)M Ol r- O O O O I�M N 0) N 011D lfOCT) M OLn O � M 00 � N l0 c-I 00 00 O 00 lf) O 00 V7 n mV7 l!) 00 lD DDLn M l) O N d) M � Ol M N M QD OO r-I O M O = cc ON00 o0 lD O O Ql O Ql M .� M N I, I� N N N M l0 M 00 al M O N l f) M l0 c) N Ln O M l0 Lr)a) 00 O N M l!) I� O I, 00 O r-I M ^ N N M L f) I� ^ m DD M DD M I� 4q N ^ N I� M ^ N N �D ^ O N �D ^ Q) N �D 00 ri I f) Ln 00 ILL l0 c-1 Lf) `" IZ SHEET NUMBER: 00 m 00 m I r-I 00 o0 00 r-1 00 N 00 00 N 00 N 00 00 m 00 m 00 00 00 m 00 It 00 It 00 It 00 00 00 00 00 It 00 00 Lf) 00 00 Lf) 00 00 Lf) 00 00 l.D 00 00 l0 00 l0 00 00 00 l0 W r- l0 00 � l0 00 r- l0 00 00 0000 0000 0000 - l0 00 0000 l0 00 0000 l0 0000 00 r- l0 0000 l0 00 00 l.D 00 00 00 r- l0 00 00 r- l0 00 00 W � LD 00 00 - - MWM.01 18 00 + 9 75 10 00 11 00 12 00 + 13 00 14 00 + 15 00 16 00 17 00 18 50 z Jul 24, 2U23 - 12:U/pm 5:\NRUJECIb\2UZ1\21U1yy\U5 design\civil-survey\Sheets\21U199 - NIWM-Sheets.dwg Page 108 of 740