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MONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 3 - Responses (12)
,t 0 ,4 k A 3ro XN- .J L1 ka�' r �oe� �� 1 , Q z vL i L� C0 ` r L2 j C� L SHEET L " 38 II BRB 4�-55"1 1 � DAP Sy,� 1{1 I 1 SHEET fJ� I SHEET .� 43 -. -OVERALL JTlUl I' SHEET IV 37 - - - -- -- -- - - -- -- - ,DOU �I SHEET SHEET 42 SHEET ONALE " 39 , 46 " � SHEET SHEET 41 45 SHEET Cs, Z Z SHEET. u) a f SHEET; , I� j n=. J " 48 f1 H J Z w 'I N SHEET I 47 +QrrAS ' s+ SHEET Q, /i 50 1 � SHEET � -:- �� T �5���:�,>���'G�' 1�•� (U'�" s 51 = T_�,STs T -, E.k- aril' 1 gliE 941E 1.'1 1� ��•' N t Tn.Ma COM NG flNaNFFRS A eL wid..s wuy 51. z00 r«e car n Ph 97 970.226226 0557 230.0009.00 1'- 200' �I 200 0 200 400 u x DULY 17,2024 ' ` 36 of 216 VICE C. Ns 3-- 3allff 401, 1- /" •/f4 �" 1 FIJNT HILL DR BREI DAP BRB 1 I tt \ oDo9_unuTY v ` LOT 35 LOT 34 ' LOT 33 I I LOT 32 TRACT D I LOT 31 LOT 30 ( ...�i r� a N:✓ ...OTC dA y 1 ♦ SS - / % LOT 36 x \ I I ,x{�� I. ° e�l'��• ,:�� ` ,�1 ` x �,.- ss i. � �, 1 a . ;�/ •/ ^ �\ \ I I I I � I -I L I /avAL Ea -S �w-- 5 -- - -- - - -- --- -----I KEY MAP V — — N.T.S. r -`� I i Y' \S LOT 37 /% a.r 12'sEv4rt- Y_ X \ ALL POTABLE h N_QR! POTABLE WATER MAINS SHALL BE CLASS / e /," e•w�ttx- -a -450;C900 PVC,BURIED WITH 5 TO 6 FEET OF COVER UNLESS \ , -F_f \ i.. / •� .• - — — -_ — — OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. Al , -J ,�\ •%l \\ /,i/ _ `—S _ 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET /` �t.. ALLEY H h HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LOT 38 ,/� // I [: I l{ r LINES AND SERVICES. LOT 13 I i I 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL i- ,.I SEPARATION IS LESS THAN 18-INCHES,THE CONTRACTOR v e•s q ' /. / y.,�a i \ c \ /, TER THE WATERLINE OVER THE CROSSING SUCH LOT 9 I ' I + ' THAT No PIPE JOINTS ARE WITHIN 10-FEET O THE CROSSING. !� ! YS\ '•� - LOT 10 LOT 11 LOT 12 / \ / -/ + I�. ONE LENGTH OF PIPE. WITH A LAYING LENGTH OF+g-FEET,OR TRACT E .\ / !' '� LOT 8 ` — _ _ _ F GREATER SHALL BE INSTALLED. / - ✓;-/ / 1 1 �!I. 4. ALL EXISTING UTILITY LOCAnON� WN ARE APPROXIMATE AND NEED TO BE VERIFIED 5 Y THE CONTRACTOR PRIOR a /• 333"` 'i ` — — I L 14 vsL CONSTRUCTION. '� ;'\ S :/• // 5'UTMJTY �N NON-POT — — — I 5. NO TREES)SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT O LOT 39 - :i' / ESYT.(TYP) �"71 SERVICE(TYP.) 1 _ I I "� FACILITIES. W `�L — T-' 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Co r-_- / \ .% �� w "-•' T�— -`--.f�-•- t _ N — + UNLESS OTHERWISE NOTFn LOT 7 • ��;{ r — — — -- — 2 7. SANITARY SEWER SE° --SHALL BE 6'PVC UNLESS Z / / /• .\ ^ I Vl OTHERWISE NOTED. •,/ - r /i LDT 40 '// -/ \''�� - t.� t LOT 15 _ W Y 8. SANITAR SEWER MANHOLES SHALL BE 48"DIAMETER UNLESS r� /- I+ a x OTHERWISE NOTED.ALL SANITARY SEWER MANHOLES SHALL BE co- PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. WCL WATER SERVICE(TYp.) 9 ACCORDANCE WITH DISTRICT ALL MANHOLES SHALL BE I REQUIREMENTSR TIGHT AND . TESTED IN 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' Q _ UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ;�;11; LOT 16 ,_l ENCOUNTERED. J LOT <t \ /.•�, / LOT 6 '•'SS z / i --I I • ' 1 11. ALL POTABLE AMR'NIMI�PMIIBlE WATER SERVICES SHALL BE a I 3/4'TYPE-K __" ER ON A SINGLE METER PIT AND I- Q i/- �•� F I '+ — - - TER Fs1r - METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND PER ON DUAL PITS UNLESS OIHERWSE NOTED. SANITARY / 7 .e•f• / 4 s t� .. _ SERVICE •) LOT 3 _i \ + T, - SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. Z ROW - -i _ - j �'c EK 21'SANITARY r• << 1 12.LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED 0 I -.1 W pP - _ y/i Y --, - - a- ..•r R • liis LOT I' y IN ACCORDANCE RESPONSIB�TY OFLICABLE CITY THE UNDERLING S AND VALL LANDOWNER. L TRACT A F•• �i- I•} � LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM L - - I 4• I �� J r / r - — I - THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER LOT 42 BLOCK 11 _ \ - :, FLAN.SPRAY IRRIGATION,IF REQUIRED,SHALL BE DESIGNED _ a AND MAINTAINED TO AVgD OVER SPRAIINC ONTO 7HE TRAIL I- - LOT 4 �� �IRACT B a ? -:t ) r' I 13.THE ClrY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. LOT 1R ''I -I y MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED OCC1 {J y tt _ _ I "+' — ��"S "•'�/ {{/. '� — - _ _ i 3'ADJACENT TO THEFTRAIL SURFACE,REPAIRSNG/REPLACNG2SURFACE DAMAGE i I•< I F r I' OF THE 1RAL,AND ALL OTHER LANDSCAPING MAINTENANCE VA I , 3 � LOT 3 � if `Cr _ _ �.1 YATHIN THE EASEMENT. rr n V � 1\Ly\ �:•� 1 I LOT 43 Se � Z V• '�/ \ ss_oz LOT 2 LOT 19 LOT 1 - �:� a \\ +I. -S _ '��/JA1`���. ' 24•ST L I j I-! / '. �� f 1 rn 1 ` (F1 1M ELECTRIC I - - /--j •, /. �4 { "t I I LOT 20 INSTALL TRACT C `'Q h LINE(TYP.) _: - __-- ,• Ir SERVICE .-IN 3'HOPE- �j� � •� � T^-` n CASING , I� 1 ` L D TOT.M % —. — c CONSUONO ENGINEERS E ` D C/— Suite 200 Fort Calms sw- C ss oz ss oz ss-02 —.-.E�.—r v cao om soszs — _ 11=970.2260557 — ao slows:-. _— 1� `°"'1z3o.0009.00 17]IP FH FOR ' $ FUTURE LINE — - - - ^ _W �, .I N TIMBERLINE Ru "- �` 1'>•30' —-- EXTENSION - -- -� '' Y - --T N• --E E�—� VIE E m _ ___ ` p ♦ wx DULY 17.2024 sM so "-3v 37 of 216 1 fn R O t4 TEMP FH FOR rn w FUTURE LINE w EXTENSION '- R. TEMP FH FOR 'TT- i •. _ .__. FUTURE I'iv.T 3N ° _ 3 --_.. _zy — TEMP FH FOR FUNT HILL DRx I - FUTURE LINE •'YM1EIT - /-EXTENSION ----------------- _ y_FrE EIRS DAP - - - •tit �� _•-•_ _mt- - - -- _ I tooa - - -a rl _ _ I BRB ( ITT i r - TRACT C It • 3 I LOT 6 n'^ " 0009_UTUTY INSTALL SERVICE LINE I LOT 30 C HOPE LOT 29 LOT 28 I I I I CASING i y LOT 1 LOT 9 - _ -_f _' I BLOCK 1 ( I I 'I � I j I � A � � �_ I � J F6� ,•�, I I �` � I � n" �� apS •.a02• W- -S ---I--F-- --- -- _ ,! III! I'{ �r I KEY MAP ��E 5 LOT!>« yoTp N.T.S. -1Z•SEVER' - - _ 3 i - - - --•1. • - r1I :�� ' E _ f I. ALL POTABLE!c NON-POTABLE WATER YAWS SHALL BE CLASS sx.e'wATE1 - u 150,C900 PVC,BURIED 1MTH 5 TO 6 FEET OF COVFR UNLESS ° g I OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. -- I------ _--- �I — - - I 2 CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET - _, I I HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN y I LINES AND SERVICES LOT 27 -- - i f�•..I I -- -- ALLEY P I ACT F LOT 6 fit^ 3. WHERE WA70UNE CROSSES A SEVER LINE AND THE VERTICAL - r I l07 11 - 1 I " SEPARATION IS LESS THAN 18-INglES,THE CONTRACTOR I•rs , SHALL CENTER THE WATERLINE WITHIN OVER THE CROSSING SUCH THAT NO PIPE JOINTSS ARE NITHIN 10-FEET OF THE CROSSING. _ _ ONE LENGTH OF PIPE,WITH A LAYING LENGTH OF 18-FEET,OR _ GREATER SHALL B INSTALLED. -'' - - �:- ALL TY III : APPROXIMATE I LOT 26 I I -, _I LOT 12 T, .'�'�T - - - _- F I 4' AND NEED TGO UBEUVERIFIED BY THE CONTRAS SHOWN ACCTOR PRIOR TO 1 - I CONSTRUCTION. Z M I I tt I -j { J �, .j{I •l.rn '� 5. NO TREE(S)SHALL B LOCATED WITHIN 10-FEET OF DISTRICT O L S'UTILITY_J�,,a. LOT 5 FACILITIES ESMM (TYP) - III 'I� I K 6. ALL HYDRANT TEES ON THE MAIN t'Nl SHALL BE SNIVEL TEES (n UNLESS OTHERWISE NOTED. 7. N r I i LOT 13 I .1 L i- - - - - - u SANITARY SEWER SERVICES SHAD ]E 6'PVC UN'�-" > ELECTRIC Z —iy LOT 25 1 6. SANITARY OTHBESEVER MI••'u LINE(IMP.)�. ETER UNLESS SANITARYItl - -- = OTHERWISE NOT'-' a/1N AI'`.•F• .R MANH BE 48' OLES SHALL B m W SERVICE(11P.)- I I' �� I °.li�' " crWHOIES SHALL AER IR TIGHTrMIDAIiON SV�ACUUCT M DETAILS. IN ( ) '.I I I 'a ACCORDANCE VITH DISTRICT REQUIREMENTS. (n � r I NON-POT t. r�I_j-I WATER SERVICE IMP. II i II SERVICE TYp- I j I ( )- -1�, ,� LOT 4 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' Q UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS I II• I LOT 24 i' I LOT 14 I yo I -I FUTURE ROADWAY ENCOUNTERED. ; a o SHOWN FOR 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE BLOCK°"Z- l _ - - - - -I I �.' I' - -' - - - — r� a I REFERENCE ONLY \ 3/4'TYPE-K COPPER ON A SINGLE METER PIT AND 1" Q '1 - - TYPE-9 COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. j - - - - .� I - - - - - p`� -- METER PITS SHALL B LOCATED WITHIN THE EASEMENT AND 1 SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SICZALKS. Z j i I LOT 23 I LOT 15 12.LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED Q IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL SIBILITY OF THE UNDERLYING LANDOWNER WA ESYT LOT 3 -- LANDSCAPING MMUSREMAIN THE OTNPROVIDE ACCEPTABLE CLEARANCE FROM. THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN.SPRAY IRRIGATION, IF REQUIRED,SHALL BE DESIGNED 3 -•III ALLEY 0 � AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL 13.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE LOT 22 F �. LOT 16 I � - - - - - - I OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENL MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE,OCCASIONAL SEASONAL MOWING 23'ADJACENT TO THE TRAIL SURFACE,REPAIRING/REPLACING SURFACE DAMAGE I Si' I LOT 2 OF THE TRAIL,AND ALL OTHER LANDSCAPING MAINTENANCE NOW - - - I I1. I :is I WITHIN THE EASEMENT. II i .WL-15 LOT 17 5'WATER I TRACT C " I — INSTALL —— LO T 21— ---I ¢ I LOT 1 I II I SERVICE LINE I:. ,I I LOT 18 I I _ I IN 3'HOPE- CASING- TRACT NN INC """77 O - - - -• .S ,/ CONAIL7MJLIW G ENGINRS --L-. ->`.��-_.E�..Y�.--E_ E /' - - E��. - � °~'•• ..�_ u., j I � /, �+e Wnder:woy so on to 2W v Car..,s H1 CdxaOo 80525 Sr-02 N TIMBERLINE RD `r'4"1'I I 1230 GODS 00 2s - L 1W STORY Gg Ii -� / y •'/� 1' L=-L - - �1 I 1 °4h JULY 11, 2024 ------------ SEE SHM 40 ' ''°' f,,t 38 of 216 N LOTS : C S, — - - I LOT 43 , ^P •� `� I f I �' .I - ,{ �:- z — — — — - `'\� ♦1 LOT LOT 2 sr s }} I 2Y LOT 44 I H LOT 1 __- -_-_ LOT 20 �- --- __ C yyrr �a TRACT C s o ------ _ ELE TRIG 'n+x 1 `'�+i'. t — LINE(TYP.) - - •. -------�-- --- - - SERVICE U _ fi � T w -I. - $ u - - .. i t ❑- s-=- CASING- i 0 a C(J SS-02 _ 'N" Ss-02 .y E 68 STORM $ a2 S CR1I SS-02 — - -__-- - J6 STORM 30 S RM TRAP FH FOR �� -'.�'tl• N _ _ - - - '" _ 24 s7aRM - -___-i__ -. --.- N TIM13ERUNE RD FUTURE LINE jul, Y _ E=— o _._�—. _ a >ij MM ¢ F� F e�='E - - - EXTENSION w _ - BRB y DAP [7v -- -_ -ELECTRIC _ _ P !� I - - -� - y / �-- I I INSTALL LINE(TIP.) .I LOT 1 J H+! TRACT L SERVICE LINE - 'arN�0009_UnL1TY . I 'I I CASING HOPE LOT 30 I ^ I TRACT P.` I I. WA FwT i� ---5 _ — — — I ( '^a T 24 ; S LOT 32 LOT 31 -- -- :I ?• f1►��,,�.1 I BLOCK 81 IN LOT 29 .+ .1, ''�t� LOT 25 L.7 2 �iEY MAP ronia �: ,f 1 N.T.S. - .-z�- LOT 26 ei �•� WATER SERVICE(TYP.) - a.SEwEB x _ -I,'' LOT 28 ,!�, r y ?�'1 � � :' I 1. ALL POTABLE h NON-POTABL.F WL-1a ALLEY G + I ,O16 MAINS SHALL BE 1K r 17 _ 3.; � ` r �i� � � 150,0900 PVC,BURIED YA11i 5 TO 6 FEET OF COVER UNIESa e'wATCR Y I- Il / _ - / �f '.yt OTHERWISE NOTED AND/OR APi- 'D BY THE DISTRICT. - i A_ 2. CONTRACTOR SHALL M LOT 3 {�- -- - - � y _ n MINIMUM OF 10-FEET VH. r L LOT 27 - HORIZONTAL SFo BETWEEN WATER AND SETAQH MAIN >: / 21 � � •. 4 1 LINES NC x.eiNCES SANITARY I / / / !„/• I- - 3. WHERE WATERLINE CROSSES A SENER LINE AND THE VERTICAL o - SERVICE(TYP.)- I _ LO7 27 __ f �+ ! i km SE&, ilON IS LESS THAN 18-INCHES,THE CONTRACTOR r` _ ALL CENTER THE WATERLINE OVER THE CROS9N0",NCH q - _ ''� ' /./ o• - ; - THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF InE CROSSING. 0 - TRACT H / EK 21'SANITARY SEWER '_J,r" ri_ M1 - 1 28 �` �� r ONE LENGTH OF PIPE,KITH A LAYING LENGTH OF 10--FEET. OR ,�` ��-y GREATER SHALL BE INSTALLED. _7 - i OXIMATE A. ' lr --7— 4 AND NEEDALL TOUTILITY VERIFIEDLOCATIONS BTHECON7RACTOR PRIOR TO LOT 26 -� '/ TRACT M 191r -- _ CONSTRUCTION. Z LOT 4 3 e _ NON-POT 4�`�R / - 5. NO/ I' TREE(S)SHALL PF'..;,ATED WITHIN 10-FEET OF DISTRICT O WA L91T 'rr -,SERVICE(TIP.) l' r tl LOT 2`B`` /.. FACILITIES. 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES co lW4 5'UTILITY 1 _ - -., _ _ ' UNLESS OTHERWISE NOTED. ESMT.(TYP) /%i. � 7. SANITARY SEWER SERVICES SHALL BE 6'PVC UNLESS Z LOT 25 h Jt. /') _ _ -_ - OTHERWISE NOTED. Q /•f( ALLEY J Wµ� 8. SANITARY SEWER MANHOLES SHALL BE 48'DIAME:TER UNLESS Q � J I LOT 5 f f ` pj OTHERWISE NOTED.ALL SANITARY SEWER MANHOLES SHALL BE m a LOT 30 .�.- PER STNDND BOXELDER SANITATION DISTRICT DETAILS. w w _ 5T 7c 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Co- e'-sTnRM ti, 5'UTILITY-,� _ - LOT 24 -,�/ I %1 r 1. — _____ - __ ACCORDANCE WITH DISTRICT REQUIREMENTS v, _ -� / ,r, / - 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' •w- _ t- 1 - _ ESMT. q�Y J - S UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q I ENCOUNTERED. ' a J �- TRACT I .' -/�' 3- \i / " _ '� - 11. ALL POTABI,, '�' NON-POTABLE WATER SERVICES SHALL BE I /• / /' Ar f• _ LOT 31 / I -�r ' ! 3/4'Tr_-K COPPER ON A SINGLE METER PIT AND 1' Q -LOT 23 / / 2 / '/ ! LOT 12 .. I TYP COPPER COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. € ,/ ELECTRIC` / 2 - to 4 I•'I LOT 13 L M�.ER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Z L I c 'L TRACT K LINE(TTP.) - / /. /" 1 .HALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. '�. ti%. ;�. ^•/ I I- _LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED O LOT 6 + - M 11' \,, /�, - LOT 32 IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL CC REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWER. G :7 �,''I � � _ I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM 7 LOT 11 4 I - - L THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER LOT 22�-�•ti / - A f l "1 -_ / PLAN. SPRAY IRRIGATION,IF REQUIRED,SHALL BE DESIGNED I, ;�-- — — 1' '� / ;.'/ I/ r LOT 33 / 13.THE CITY IS RESPAND MAINTAINED gH9BLLEEDF OVER E RAYING LONGTERMHTO THE TRAIL MAINTEN MAINTENANCE I_j �y— — 1 Y 1`/ i%�y! -`�� ( -�. yy ^:S r; /-1 \,\ r/' / LOT 10 T ` J OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOVANGG OF THE PAVED L0T 21 `Z/-f _` TRACT O r) _ - / SURFACE.OCCASIONAL SEASONAL MOWING 23'ADJACENT TO THE TRAIL SURFACE,REPAIRING/REPLACING SURFACE DAMAGE t,:l�� H. -"'f LOT 7•' I F•:-- 1 / f y a. - 4 / i 4� R. OF THE TRAIL.AND ALL OTHER LANDSCAPING MAINTENANCE I LOT 34 T `y LOT 9 L ``G WITHIN THE EASEMENT. LOT 20 ,18 `..-+•� V ITS 10T 35 *ow LOT 8 I LOT 8 MDT 36 � - _ / z 1 I 1 r LOT 18 1,/ 1 LOT 7 t- 'o 'l� 773T. -BUM 4 OT 37 /7 LOT 8 !J ? '` CONSULTING DOGHM s S.R.200 Fart Leifn 25 2 M57 L LOT 9 y SERVICE U LOT 17 ! //' IN 3'FHDPE _ _ •� LOT 5 r c \ I r 1230.00D9.00 CASING 7_/:! I •-C _ \ I'/ ,I 3 '" �' LOT 38 /_ '�..'I ���"r�� 1. 30' - /l f't _` 11 1 e.a JULY 17, 2024 - l / l0T 16 �, // LOT 4 - fl ',l 50 60 ao O s�sir 4, _ 1•_30. fie. 39 of 216 SEE SHEET 38 N T LOT I -----►�_. _ I ,. I I I _I , I .11 I W LOT 17 - s WA101_ fle TRACT C - --- -----� .I I - - - - - - •I 1 Z I w s g. gg III t INSTALL CE LINE LOT 21 L I ; F.;i I LOT 18 LOT 1 I 1.. - '� 3"HDPE-- -__-----__ __ i CASING- - - _ _ - - I I '; I - - __ _ I 1 �• TRACT NN - 1 v •, - -F •� -- 2s slow __ _ -�Z N TIMBERLINE RD - ,9'S'ORN $ W - -_ 1 I� I I lw•,m - _-- - • _-- r�.�-^? I I BRB DAP I BRB TRACT 0---- ---- --1 I I - ----- -- - - - — — - ! 0009_unutt LOT 23 t. '{I •, LOT I -' f 1 -_-- -__�-• TJ; 1 LOT 6 1y LOT 22 y WAFT BLOgC4- KEY MAP ���p f--�, LOT 21 1•. _ .I 1 N.T.S. LOT 9 _I I - 51• I1I - - -- - 1 I LOT 5 r, NOTES - ELECTRIC _ - r.. •I.I I y I -� �� -POT^b-&NON-POTABLE WATER MAINS SHAt, -I•-�I - - - - 'I I C,! 150,C900 PVC,BURIED WITH 5 TO 6 FEET(r g \" LOT 20 LINE(T1P.) _ I W' 1 f I - R �1 LOT 10 �K 6 .I - __ _ - _ J `f��/ ,t\` q DISTRICT. UNLESS J+► '�• OTHERWISE NOTED AND/OR APPROVED o� �gg�ICT. r,( _ - - - 1, - -- ¢ HORIZONTAL SEP 4►►CONTRACTOR SHAL]_TION TBETNs^� '"JM OF 10-FEET 1 HORIZONTAL LINE h _ SE WATER AND SEWER MAIN I L - - _ - - - - li I • �'^ j 3. WHERE WA._ .K.CROSSES A SEWER LINE AND THE VERTICAL y LOT 79 I -L I I - p`T SEPARATION IS LESS THAN 18-INCHES,THE CONTRACTOR ' I 1 LOT 11 y LOT 4 J '� SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. !rt __ - - _ I ONE LE14GTH OF PIPE.WITH A LAYING LENGTH OF 18-FEET,OR + 1. ,�.. GREATER SHALL BE INSTALLED. cn• 1 NON-POT I _ - - - - - - '� .1 - - - - - '7'. `� 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPn - ME 1 _ AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO 1 SERVICE(TYP.) LOT 12 1 11 - _ _ _ _ �. FUTURE ROFDWAY CONSTRUCTION. Z - - - -LOT 18- _ J 1- 1 JIII SHOWN FOR- e 5. NO TREE(S)SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT O i_ --( - - - - _ - ¢ -t L r•IR CT$�� I .I�+1�. REFERENCE ONLY - r FACILITIES. > - -7 : : - - - 'I I 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES '1 LOT 13 _ t UN r�� I LOT 17 _ LOT 3 _ 7 UNLESS OTHERWISE NOTED. J •i 8'U11LITY I I •I. I . SANITARY SEWER SERVICES SHALL BE 6"PVC UNLESS � Z - - ESMT.(TYP)- 1 "1 1 OTHERWISE NOTED. SHALL BE 48'DIAMETER UNLESS EY J. 9. SANOTHIERWISE NOTED.ALLTARY SEVER S,WRARRRY SEWER MANHOLES SHALL BE coa � �� PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. LJ,J ' - - LOT 14 vr♦--I� } - _ - - - u 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN D •' 1'; I _ ACCORDANCE WITH DISTRICT REQUIREMENTS -WATER SERVICE(TYP.). n,l I -='rI .' 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' Q ! I-S-' S _ -- !1 _ _ _ _ _ �. LOT 2 t �F'?`� {. EPSTREA OF ALL MANHOLES WHERE GROUNDWATER IS Q = J J JJ WI LOT 15 I,II I 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE 3/4'TYPE-K COPPER ON A SINGLE METER PIT AND 1' I ¢ SANITARY rA s!=+ Y3- . TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. z I .I- - SERVICE(TYP.) - - - - $ ;Y I y� METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND LOT 13 LOT 14 LOT 15 LOT 16 �v v SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. Z 4� - 7 m • 12.LANDSCAPING W17HIN THE TRAIL EASEMENT SHALL BE PROVIDED 0 ;I LOT 16 1I �' - 1 IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL S I•.� _ 1 REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. C - I .I wI :� - - - - - - - lip II _. - - 1 LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM �R ,- - 1 I - - 1 THE TRAIL SURFACES AS JrEuWiED IN THE TRAIL MASTER I.I III _ •i•' f _ - - - _ - 'I'' I LOT 1 _ - 1 PLAN.SPRAY IRRIGATION,IF REQUIRED,SHALL BE DESIGNED I I t AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL - LOT 17 I I �i J _ 13.THE CITY RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF Ob.,TV REGIONAL CONS O RAIL WITHIN THE DEVELOPMENT. PA VED -�' -`-__ ��r�-•.� - 1 1 SURFACE.OCCASIONAL SEASONAL MOWING 23'ADJACENT TO :'A ✓' _ I _ 77 THE TRAIL SURFACE.REPAIRING/IREPLACING SURFACE DAMAGE / t • I 3 = OF THE TRAIL,AND ALL OTHER LANDSCAPING MAINTENANCE ->C wL-21 _ WITHIN THE EASEMENT. g _� -v" tl t Pm I 1�STORY •"WATER �F•t WI'( _ 1'• l mr LOT 9 I •' - �'":L•_— LOT 6 - tl / s .I LOT 10 �I _: �'tl J LOT 5 It l 1t LIT 8 I LOT 7 1` INSTALL •'" Lt s # 1 ,/ CONSULIWIG ETIGNELRS /^t /, 748 WAdas Way SERVICE LINE - '�,• 1 1 a c t ait,zoo Fort Can s 1 •p ,+ 1 IN 3'HOPE 1 t W rnen�epsio.ii6 ossl LOT 11 I 1 'r.L., i �• ACT T "-CASING �1 1W 1 T "L ,nt r'. LOT 4 1 \ 1230.0009.00 -- LOT 12 _ _ _ _ •,m `' 1 1 So O SO fKl wx JULY 17.2024 I 1t LOT 3 1 ,1 s•er SEE SHr 42 40 of 216 LOT 7 N -7 �_ _ / •�'! y '" / i. / r,! �- v wf•i y //;, LO7 34 _ ' _ _ LOT 9 — .. L ! t LOT 20 TRACT N - _ y i I I SS-aA ` LOT 19 eA1►• ` LOT 8 .h • /.. I LOT 8 - LOT -•L TIM W. 36 l LOT 7 LOT 18` - _`•! % '� 40T 37 + LOT 6 - I 0T 9 Alt. !J11. 'l/ ,�. p � l/ - L i /.. LOT 17 r ..M / '�,. HDPE LOT 5 SE 1 rrrr}}fi•• CASING 1 fII• U - _. /, �: / LOT 38 'r ,1 — LOT 16 BRB L / LOT 4 -`''� _ (( 7f •� r r DAP ST- yy i TRAC R. / ) ! m9.9 55-03 -ALLEY F /° _ 1; (' �I ,��I II [ • r BRB - - -•'' '. /': .I s A' OOD9_UTtuTY c r NOW � I I --5 - LOT 3 I Jr - BLOCK S LOT 14 yy Z I -�J I > � I ►( LOT 10 LOT 11 LOT 12 LOT 13 \ TRAC�, ( = LOT 39 LOT 40! I LOT 2 = E1 • •` _ S .•• t} a-7 LOT 41 LOT 42 /.:• 1 I •III:' .I - •I"`' a MNALEd 1R () 4 yy LOT t �.. _ KEY MAP N.T.S. I` 3 3- 3/_--t•- - -' _= r_ r�_ t• 3 I�'�''I ./ {- r=�.. •I_ II. - Ii__. Iw-•1 --f � ---+• 1. ALL POTABLE kNON-POTABLE WATER MAINS SHALL BE d.A55 12'SEWER �' ��-- -- - - —j,• 3 3 150.CM PVC,BURIED WITH 5 TO 6 FEET OF COVER UNLESS '9 v F 47y u • �M•I,vi. j - OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. - -- 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 1G-FEET -� - tY gYIEW S 02 HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN ' /� 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL •w _j _ .. LINES AND SERVICES. - . 'E -— SEPARATION IS LESS THAN 18-INCH THE CONTRACTOR 'e - ES, --y ' _..-� _ _ � •'v -�•T-�� -1 I..----... � S �/I_JL '• � � I SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH • � — — - y i - - L t- _J� THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. _ -" \�• ONE LENGTH OF PIPE.I17H A LAYING LENGTH OF 18-FEET.OR a� •. T GREATER SHALL BE INSTALLED. - /���EX.21'SANITARY SEWER - 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE j- �i ,' •"G-T �---=r - I— - a'. — AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO 1 _TRACT — C Z — CONS7R Z ACT � — _ UCTION.Y —. _1 C — —�_ I a'1Jla� a6,la _ 8i7— T- _ / 5• ACILIT FACILITIES. SHALL BE LOCATED WITHIN 10-FEET of DlstltlCT O d� 6. ALL UNLESS OTHERWISE ON THEMAIN LINE SHALL BE SWIVEL TEES (n it •/, I I I I I LOT 27 7. SANITARY SEWER SERVICES SHALL BE 6'PVC UNLESS Z 'LOT 15 LOT 14 LOT 12 LOT 10 I I I LOT 28 OTHERWSE NOTED. I LOT 9 LOT 8 LOT 7. I LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 I •I W 8. SANITARY SEWQt MANHOLES SHALL BE 48"DIAMETER UNLESS % I I LOT 11. j i LOT 1 0 OTHERWISE NOTED.ALL SANITARY SEWER MANHOLES SHALL BE m o - I % I LOT 13 UTILITY I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. W a s yy ESMT.(TYP) I ' 'I 1 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN co i I ; LOT 16 - S s _ _ _ S __ S g I R w--�I 10.ACONTRACTOR SHALLCCORDANCE WITH INSTALL STRICT REQUIREMENTS. YRCUTOFF WALLS 10• Q /'� -S_ _ S- � �- I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q = J WATER SERVICE(TYP.) I y -- �-� - - _ _ - _ - - -- ENCOUNTERED. > a _ `I �' i; •/ .. - 'a's>=WEB - - - - - - _ — 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE LOT 17 /• </• .. - A Y E _ 3 4'TYPE-K COPPER ON A SINGLE METER PIT AND 1' Q / // -- - {t••" - TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. z TRACT W' METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Z r�L07 18 •/ _ — - - - - - - - -- - - - - �✓ 2�•-SSHALL NOT S- — _ 12.LANDSCAPNGEWITHINTHEUTRIL EASEMENT OR SHALL BE PROVIDED O SANITARY /• ,y� : s S s r� - `� - IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL c '':�oY / I I — j REMAIN THE RESPONSIBIUTY OF THE UNDERLYING LANDOWNER. G J SERVICE(71P.) BLOCK T I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER LOT 19 .�/ I LOT 20 LOT 21 LOT 22 'LOT 23 LOT 24 LOT 25 'LOT 26 LOT 27 LOT 28 1 i.: I PUN.SPRAY IRRIGATION,IF REQUIRED,SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL B LOT 29 LOT 30 13.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE END OF 12' yy�-- •;�� (BLOCK T — '// /// I SERVICE I I ;t_ - OF TTiE REGIONAL TRAIL OF THE H oDEVELOPMENT. VIA RUNE — / �: I — L OF THE PAVED ' r—--'— I _ f ,.• �" SURFACE, SURFACE, P SEASONAL/ MOWING 23'ADJACENT TO THE TRAIL SURFACE,REPAIRING/REPLACING SURFACE DAMAGE I': µ '' "`-�--`^-� ..—_! —_�: ^�' I •I , OF THE TRAIL AND ALL OTHER LANDSCAPING MAINTENANCE I- - /' '° •� 1• • '- • ._ .i—• -_ - .- - :y�"l .__ _ WITHIN THE EASEMENT. _ T I t IT I yyy I it �, ELECTRIC } •I 3 j?Y..,w,��,, .:. 1 UNE(TYP.) u ^'� `3•'• `;a'Y1 .ti. I TRACT BB 5 3n I I �y- L•.{IN • ,I I Rai. x R a •_.—_ _ - _ _ _ 55-3n �FY' p I 11 4 d•-`K'- f2 1 ' — - 24 •^ •'�s Y •'rye.-.A 1 � 4T_I -l—� ___;T—y�_�—_ —_— _. _._ I� 4S�� �'.I I g •I I .4t ax 3`� •'r — — cl — i I om CONSMIMENGINE eS 1 I PnCw000& 5,: 7b Ywdss Na Cl f QYq ^W I I-'I �a;YY ... �•-e ^' I -i I Cdn97 226 0 p 1 �y I—3 f P6erle'9]p.2w6 05'7 •�'r i .ny �� LOT 37 LOT 36 L07 35 LOT 34 I �I' / + :�• �'^k'as I I LOT 33 LOT 32 LOT 31 LOT}0 m•n LOT 29 -! 1 , LOT 59 LOT 58 L 1230.0009.00 � ai 5�'•^ ; e. .� / TEMPORARY •`a `}k 1v I I WATER SERVICE(TYP.) y EX. 21"SANITARY SEWER TURNARWND t`� ��q __- _ . __ L j TRACT AA > __ — — — - I--- s -- �'I I JULY 17,2024 Y C J SEE SHEr,+ 41 of 216 M I 18'STORM 6'WAIM ►4 ' 11 /r._; LOT 6 1tt WIW o j�'.��'. - ,//'�✓ /-' II LOT 9 r ' LOT 10 m I I I LOT 5 fl •Wt o ,, -I I LOT 8 I LOT 7 •• \•,1 INSTALLIN • X°` £ # Blogc e q: i jx p 2 j .• `Y/� - LCT 11 yr 0 -yN}N}� I I TRACT T yt—CASING LOT .<.Ii S- ^Ki LOT 12 ..'•n : � .. I� I -55-02 \, ; t 1 BRB \ R LOT 3 1 v 1 DAP LOT 13 I.I. - 1� 1 � .1•" 1 xso•n BRB _ • , 1 TRACT UI ,�- _ I I I I 11IJ \• = t Im `� - _ 0009-UTILITY LOT 2 LOT 14 rn \ ,Gt 2 _ to U w v m _ LOT 15 LOT 17 LOT 18I LOT 19 li - _ ',• - ; -_f ' :�t1G1g1t" 3 F I �^ U- LOT 1 C- I l � I fi ��—': I � (V \ rJ •'� '��....i'.r_. .. - - - a J• ...E G t-'..•• - L0T16 TRACT IwA \ -£ '1 --" - KEY MAP M Y - ' - - ELECTRIC •"'_ -_ - N.T.S. — - — L LINE(TYP.) - — - — — �q I - - ="i_ - - -ij t�- - NOTES 1. ALL POTABLE&NON-POTABLE WATER MAINS SHALL BE CLASS �-!__r 150,C900 PVC,BURIED WITH 5 TO 6 FEET OF COVER UNLESS i• �i' -- �I, _�. \' • .�> -_ _,i .! - OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. �I 2 CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET ���V 1 -- LONGWOOD DR I �— -l��-r ,'...W•�WW _- ���..__'= ; HRISZONTAL AND SERVICES.ON BETWEEN WATER AND SEWER MAIN 5T ,• I I{I ' - 1.�� 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES,THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH QT _- __ I•__-_ —E � E.-- - ��� c._�--C�_�� _'- L0T 14 �' �.. "'. N ONE LENGTHOF PIPE,WITH rA UNNC LENGTH OF E8-FFFT,NOR GREATER SHALL BE INSTALLED. d - i 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE I- dl r `r t 1 :77 ;�; f, AND NEED TO BE VEWtED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. Z 5. NO TREE(S)SHALL BE LOCATED WITHIN 10-FEE OF DISTRICT p FACIuTES. LOT 73 = ,� t 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES 0 I m UNLESS OTHERWISE NOTED. -. v LOT 28 i LOT 1S t 7. SANITARY SEWER SERVICES SHALL 8E 6'PVC UNLESS Z L07 27 LOT 26 LOT 2:TRACT FF.OT 24 LOT 23 LOT 22� LOT 211 I Y t 1t 1�, _ ~` OTHERWISE NOTED. - Q ILOT 201 ILOT 19I ILOT 18I ILOT 171 , tll. Sd t` '' NON-POT & SANITARY SEWER MANHOLES SHALL BE 48'DIAMETER UNLESS BL=8 I I I ( I LOT tfi .y 11 tl , . . 7I LOT 2 (TYP) , ' OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE J WATER 5'UTILITY 7 PER STANDARD BOXEIDER SANITATION DISTRICT DETAILS. m W CL SANITARY SERVICE I ESMT.(TYP) t I - ._tt.11 t _ r 1 S. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN -' SERVICE(TYP,) (TYP.) 1 It 1 _ - ACCORDANCE WITH DISTRICT REQUIREMENTS (n S- S- - - W S = _ = 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' Q _ -- _ S_W W- __ _ ��� - 1-, _ - 1, !'\ UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q 71 _I_ J �- -1 `'T55' BLOCK B ENCOUNTERED.i\� 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE a' • tY --- it __ - •-�n TYPE-KPOOPPER ON DUAL PITINGLE METER PIS UNLESS DNOTED. FUTURE ROADWAY ONLY AY Z 21 .. _ _ - a't•, '�.� ."_ ' SHOWN F DR` METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND A _ 1- REFERENCE ` SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. 12.LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED Q S S - _ W 1 1 t LOT 10 \ m IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL C l� 1 l t\ 1 -? REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. L 5'UTILITY LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM l 1•' - 't 1 -� THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER _. ESMT.(TYP) I I I i I .1 ` .1 _ - PLAN.SPRAY IRRIGATION,IF REQUIRED,SHALL BE DESIGNED I LOT 29 LOT 30 LOT 31 LOT}y LOT 33 LOT 34 LOT 35 LOT 36I I I I I I 1 \ 1 1 Y _ r m AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL I I •1 , LOT W tt •1''., L0T 9 1 ' 13.THE CITY IS RESPONSIBLE FOR TI$LONGTERM MAINTENANCE LOT 371 I I LOT 42 1 t' 1 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. I IIOT 38 'LOT 39- ..LOT 40 NCE CONSISTS OF SNOWPLOWING OF THE PAVED LOT 47 t 't \I 1 t�� t _ - SURFACEMAINTENR OCCASIONAL SEASONAL MOWING 23' ADJACENT TO -i•- l.•_.-r-�\•,�L—_L�---'--- __'r T_ - rt - I I I 'l \l `1 }7\\I\}- ,\•.t THE TRAJL SURFACE,REPAIRING/REPLACING SURFACE DAMAGE _E OF THEE TRAIL. ALL OTHER LANDSCAPING MAINTEN TRAIL. CE WITHIN THE EASEMENT. T I• 1•. y ;F:'F' - U" E iTRACT EE E E_ "E E TRACT GG- _ -�- ELECTRIC i ,/--y' 1: t' ` ELECTRIC LINE(TYP.) LOT 8 _, ... LINE(T'P.) WATER SERVICE(TYP.)' m W_�-(._.I 1=. • '___ '�--T-_-_.t�-•—r i ,�iy I I y � l 7 1 1 -1 '- � r— --J! — _ of.� I '-c'► I I l 1 ft 1 LOT lip I• I I , LOT 44, _ v CONSULiWIC I71C81LyHes I I I I I ! I I I I `1, SANITARY - -Y wit.°z�._VOhW-`, Bum 8 ILOT 51, PT 50, LOT 49 LOT 481 LOT 47 LOT 461 I LOT 45 1�1 `1. _ SERVICE \ LOT 59 LOT 58 LOT 57 LOT 56 ILOT 55 LOT 54 I I I I t LOT 6 J, '0A M0 1230 0009 00 LOT 53 LOT 52 { • -- - _ S- _ - S-- S - -A--S_7-- S- _S _I I _I I _ _ _ .- - I ..I _,-- - 30 �A JULY 17,2024 --1 - -- - - -- - =- __r•', •I, I LOT 5 30 s0 >�a- f SEE SHEET 45 —W 30• "°` 42 of 216 4M i ,1 '1 0 m 1 Z ? V r G, _ - 41 BRB DAP BRB 0009_UTILITY00. KEY MAP G�A�Ea NOTES N.T.S. ° t 1. ALL POTABLE&NON-POTABLE WATER MAINS HALL BE CLASS 150.C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 2. CONTRACTOR HALL MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN TEMP FH FOR LINES AND SERVICES. FUTURE LINE 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL EXTENSION SEPARATION/ IS LESS THAN 18-INCHES, THE CONTRACTOR HALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO E JOINTS ARE WITHIN 10-FEET OF THE CROSSING. ONE LENGTPHIPOF PIPE, NTH A ��NG LENGTH OF 16-FEET, OR GREATER HALL BE INSTALLED. 4. ALL EXISTING UTIUTY LOCATIONS SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO yc CONSTRUCTION. Z 5. NO TREE(S)SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT O FACILITIES. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES (J� UNLESS OTHERWISE NOTED. / 7. SANITARY SEWER SERVICES SHALL BE 6"PVC UNLESS > J OTHERWISE NOTED. J 8. SANITARY SEWER MANHOLES SHALL BE 48'DIAMETER UNLESS WI 0 / OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE m �/ PER STANDARD BOXELDER SANITATION DISTRICT DETAI Q. LS. W t. 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. (n 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' Q F- J UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS ¢ = J � // / 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE > a 3/4-TYPE-K COPPER ON A SINGLE METER PIT AND 1' Q FUTURE ROADWAY TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. 1 METER PITS HALL 5-;OCATED WITHIN THE EASEMENT AND SHOWN FOR Z REFERENCE ONLY SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. 12.LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED Q IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND N1LL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. 4-1 LANTHE TRAILNG MUST SURFACES ASVIDE SPECIFIED N�EETRAIL MASTEANCE R NI, AND MA NPLAN T AWED AY IRRIGATION, TO AVOID DFORVER SPRAYING NG ONBO THE TR�L 13.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED `'• "� // ��j� v' / SURFACE,OCCASIONAL SEASONAL MOWING 23'ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTTER LANDSCAPING MAINTENANCE / WITHIN THE EASEMENT. EX. 24"PRPA WATERLINE EX. ELCO 12"WATERLINE 7RIC (TYP.) EX.ELECTRIC /'41 om TV.RTC. CONMTNG ENGINEERS t S 005uie 2 Curt p�C.xa 80525S SIC 2:6-10.5' / / L Ey WATERLINE I230.0009.DO 30' E%. TE'=PHONE so o `� so o.a .WILY 17, 2024 <°` 43 of 216 SM SHEET 41 � . {; •• 1 ELECTRIC • 1 LINE(TYP.) y�i s �,,�.i��'.�a. i',a`•iT�"x L41•�,'te-tS•��Y _- � ---`--I---l� t--�� �'r:�---_�-��_- / 'r d - ' `*.'� '••q"+ta.4h`Li•� � LOT 37 LOT 36 LOT 35 I LOT 34. _ LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 �I ZI LOT 59 LOT 58 TEMPORARY '+' r 3j" ~ 4`1 WATER SERVICE(TYP.) I �` M BRB -'i y/ EX. 21'SANITARY SEWER a TURNAROUND y �` 2p \.___-______- __ h- S_ - S --_ z TRACT AA �� > — — — -- --- -- -- _ r - — a� x•am DAP w ry - -- - - u :'TRACT X 1,.. I Q� BRB `s _ — -6 - -— - - - w _ e vl- 0009_UTIUTY I LI i I 5'U71UTY -S ESMT.(TYP) I J I ST-30 ST-So LOT 41 LOT 42 h I TRACT CCT 38 I 1 Iza'STORM 24 sToeN- I LOT 45 LOT 46 LOT a; fII` LOT 39 LOT BO LOT 61 Ci I_ 11 LOT 40 I j LOT 430�44 J LOT 4 1 KEY MAP I- NON-POT LOT 48 60' 1 SERVICE(m) Row ,es N.T.S. I T I '" 'R is 1 1 _.f. 1 :R..a I , 1. ALL POTABLE k N^'+-oOTABLE WATER MAINS SHALI BE CLASS _ _ - L T 1p 150.C900 PVC,eJ.— 'Tw I, - �_. ,;r COVER UNLESS E- - ! - : : • - .'� --_ I "" �' = •# - OTHERWSE NOTED AND/.,.. .,,vvtD BY THE DISTRICT. 55-03 r-- - --�'\ •7 F E _, - - - F ~C - 2 - T-- - 2 CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET 1 1'-- _ •i E--6�= I ZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN TRAP FH FOR STORM I I _--f f' Y a �•�:. - UNE AND SERVICES FUTURE LINE m I _ ter.- '- —'�'�-- --- -____ �K _ - 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL EXTENSION - —�— - SEPARATION IS LESS THAN 18-INCHES,THE CONTRACTOR w I I` ~�- �I ptp $ -•-�4, + W SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH NO PIPE JOINTS ARE WITHIN 10-FEET OF ONETLENGTH OF PIPE.WITH A LAYING LENGTH 4 78-FEET.NG.OR -78 az 5 ORM MONTAVA AVE t GREATER SHALL BE INSTALLED._ - /' 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMAi: m --12'WA _ _ ,_,.r'= -` I w I AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO x SST- -- -.._ W ST-04 sv. •, 42 - - — _ 5 CONSTRUC)ON.ALL LOCATED Z - cuunamix E -_r -_.. - — _-- r__ _ _ —-- 24 - 6. FACILITIES. AWN LINE ALL B SWIVEL TEES a ST- T w ALL HYDRANT LEES ON THE (n UNLESS OTHERWISE NOTED. L "e mrt e l E E Ty=- 7. SANITARY SEWER SERVICES SHALL BE 6'PVC UNLESS Z I r, ♦7I� _ — — — — — .— — _ IT--r---"J -_` =.� y_T _ \_ L•-1f I i I I OTHERWISE NOTED. Q A 77 ,•r '� --T-�=. �. —., 1 �'_;..-_��. W 8. SANITARY SEWER MANHOLES SHALL BE 48'DIAMETER UNLESS J OTHERWSE NOTED.ALL SANITARY SEWER MANHOLES SHALL BE m a PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. �(,� 9. ACCORDANCE WITH DISTRICALL MANHOLES SHALL BE TI R TIGHT AND VACUUM TESTED IN REWIREMENTS _ I I 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' QUPSTREAM OF ALL /�-- LINE ELECTRIC I I I ENCOUNTERED. MANHOLES VI GROUNDWATER IS Q = J Ty LOT 12 LOT 9 L0T 8 I I 'I I I 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE � C LOT 5 LOT 4 1 ROW I LO7 1 3/4'TYPE-K COPPER ON A SINGLE METER PIT AND 1" Q TEMPORARY ,r+,, LOT 20 LOT 19 LO TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. TURNAROUND,4 �`} Yam' •Fyn. l t0 _ METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND £*,�, LOT 71 ,' Z �"sy. I LOT 7:10T 6 LOT 3 LOT 2 I �`I SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. =:.d44L ° tk ;, WATER SERVIC��K 9 I I SANITARY I5.TUTUTY I I 1 pl 1 12 INWACCORDANCE DSCAPING WITHIN ALL�APBPUCABLE CITY CODES AND WILL CO .� N,''S., --• :„ eY. - 1 I - 'SERVICE(TYPJ ( ) JI v I LREMAIN THE ANDSCAPING RESPONSIBILITY OF THE UNDERLYING LANDOWNER. G UST PROVIDE ACCEPTABLE CLEARANCE FROM • + 15• I S III THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN.SPRAY IRRIGATION.IF REQUIRED,SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL I Y+45 r4 �:h s Ai o L a -•' I, ^.'�.'"�� Y✓• � 'h.� tY SEVkB - 0 13.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE Mt-16 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOIWNG OF THE PAVED (""'FA OCCASIONAL er+�^':.I; ;I ��a.•..z,. I 1 -- - _ ( a.. �,_ _-- CE. _MJMNG 23'ADJACENT TO THE-RAIL S'QI`k:Z.REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAA,AND ALL OTHER LANDSCAPING MAINTENANCE } WITHIN THE EASEMENT. I � (j l i u-^ �1� �`• I J Nµ-� I� it I I I tI I I i - TRACT JJ cONS m EN4i'R¢Ps J 5uit 200 Fpt Calins 9 2� Cdrc 0 2� .n�a.e T0.26 055T O 1230.0009.00 u J I c z .w 1'= 30' -- 1 --•�li Z TRACT 11 I so o S0 100 o.a DULY 77,2024 2 I�� — SEE SHEET 4a I °m• _�° ,•°` 44 of 216 TRACT - I '(n'�II � ItL:..--i�1. ❑— Ilk E` _ - � '� r•+ � 1 'I I TRACT ELECTRIC GG_ .? \ ELECTRIC E / rf " LINE LOT 8 r`, (TYP, •) ozy,\ LINE(TYP.) ss=3A U - 4a— E--+E--. E'T/ a I r 1wA �t�```� WATER SERVICE(TYP.) r• s I aI j r r LOT 7 3 I I I I I I I I 1 LOT �I LOT 59 LOT 58 BLOCK 8 (LOT 511 ILOT SOI LOT 49 :LOT 48 LOT 47I LOT 46, LOT 45 t( W7111 H , am SERVICE(T1P.) #I I LOT 57 LOT 56 ILOT 55 LOT 54 LOT 53 y LOT 52 I I t LOT 6 ` 1 oxw�m z: s �I BRB o, DAP LOT 5 - _� BRB W I ss-sBY D e wAT7H TRACT D }JJI 5 U11LITY -_ i I—ESMT.(TYP) �0009_unuTY Fjr'-I I S S S - -- - - -S - -I �-— -- -J_S_ _ -SIT - - --- --- II i _ LOT 4 ^ 1'1%1 U 5•UTILITY I G 1. ....... �T� ESMT.(TYP) 1 p L0T 3 ���'�,�`iii,vvvvvt��,,,���•••iiiiiGS I i BLOCK I ��Ft m� .I��I I I `I I a0` � ..•••�t��� LOT 60 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 66 LOT 6-TRACT HH.OT 68 w-•1 I LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 74 LOT 75 I LOT 76' �4 ••II I �Ii m KEY MAP ""` I LI LOT2 . I N.T.S. IT- ] I NON-POT II !R! J -FR - - L _ SERVICE(TYP.) II, .h _ _ _i. —I. _ _ — 11 I r I I. ALL POTABLE k NON-POTABLE WATER MAINS SHALL BE CLASS m I 1— - IJ_ i�--' I• I - - - - - -- - - �. I I'.. LOT 1 150.C900 PVC,BURIED WITH 5 TO 6 FEET OF COVER UNLESS .,�'�':- - - .1 '.�-•--� t _I �: - I II L k� 2. CONTRACTOR SHALL MAI NOTED NTAIN ARMINMUM OF 10-FEET BY THE T. E --� c' t 'c F E— 11• - f T {-- ., _ - _ I I HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL I - _ SEPARATION IS LESS THAN 18-INCHES,THE CONTRACTOR S;. e,�M•k-v t'�� c-, / SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH ,ter••" - — ._�.a—. —_ _ __ - .'SL <Tn tLSa'� +'Sl TEMPORARY / TH&T.:n...__ -.,•S ARE VA74N 10-FEET OF 7HE CROSSING. r".�s�" _ �.' ,a 1 is Yar;;+•f TURNAROUND ' �/ sii OF PIPE,WITH A LAYING LENGTH OF 18-FEET. OR } -r.• t ice-• ,3a. GREATER SHALL BE INSTALLED. 1'•," hi°' t --- - 4. ALL E70571NG UTILITY LOCATIONS SHOWN ARE APPROXIMATE ELECTRIC � MONTAVA AVE �I `.rcit^ � �Y i a }st - AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO .I 'na .*YY. ,'�. 'A., ., '.* / / CONSTRUCTION. O LINE�') �_ / ,{n� 5. NO TREE(S)SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT FACILITIES •"_- j "` '{ //, // 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES (Jf) E _ !!•�\ t t, _r c ______1 \ / ,5 UNLESS OTHERWISE NOTED. f �- rE ---f� - ,E'd �•y, �C'i^x` / .p 7. SANITARY SEWER SERVICES SHALL BE 6'PVC UNLESS , Z I E �- — — s t ;• / OTHERWISE NOTED. - - t ,_ -k--, j_�T_ - - E -�• \� /� �/ /, 6. SANITARY SEWER MANHOLES SHALL BE 48'DIAMETER UNLESS Q i - -.r-'=--•-i�-T=T ' �_ .•i---4' I - - t 'X.acy„T, -c L .� ^. OTHERWISE NOTED.ALL SANITARY SEWER MANHOLES SHALL BE PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. W I --� - �� �' I- --Fl �� ' �, vI L •J 1" r \�� / / / 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN co r I di• ,�I .-i 1 I < ACCORDANCE WITH DISIRrr- -NTs._ LOT 3 i // /tr .r 10.CONTRACTOP r. .,,,,,,y(XAY CUTOFF WALLS 10' (nQ T '- 1 I UPSTREAM OF ALL MANHOLES WHERE w.- "nWATER IS BLOCK 1D J I I ( I I I I I I H / //' �/� 11. ALL POTABLE AND NON-POTABLE WATER SERVICES-n. L BE ILL r - LOT 20 LOT 19 LOT 18 LOT 17I ILOT 16 LOT 15 LOT 14 L0T 1=TRACT ILLAT 12 LOT 11 LOT 10� I 'I I I / 3/4�_TYPE COPPER ON A SINGLE METER PIT AND 1' Q LOT 9I ILOT 8I ILOT 7I ILOT 6I ILOT 5I I LOT 4 !WA t9tT I LOT 2 TYPF-" rLR ON DUAL PITS UNLESS OTHERWISE NOTED. / METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Z I" I BLOCK I // / g yF0 Li.SHALLLANDS NO BEWIOCATHIN�EUNDERR TRAIL DRIVEWAYS EASEMENT SOR HALL SIDEWALKS.PROVIDED I SANITARY 5'UT9JTY 'I TYPI It u // 2`• IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL COC SERVICE( •) t 'T'(T1P) LOT 1 J // ��� REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. G WATER SERVICE(TYP.) I I I I I Ilt.. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM 2 r _ _ _ THE TRAIL- _ S __ - — L SURFACES AS SPECIFIED IN THE TRAIL MASTER_ / TER os. -_ -- _ c>r - -_ _ - - _ _- - - --S , _ _ I I I I S `..I k� m t t - J � PLAN.SPRAY IRRIGATION,IF REQUIRED,SHALL BE DESIGNED r J Z __j - -I - ; .,I H - - - // gP AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL - ~. e•SEr•Eti - - -ss-ot - J I / �' / 13.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED _- LEY I e _ _`wATE_R----' .. :Wt'ts - - I i •F` / SURFACE,OCCASIONAL SEASONAL MOWING 23'ADJACENT TO AL- ..e'wAlrn- -• .• / /,/ THE TRAIL SURFACE,REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. •j.I I ;� � TRACT KK w:�'+±••/ / �' � � qo'�. //y TOT,INC. Y'-.��` > / / '� f tt' tXlKsxirc ENGINEERS 718 00 Fx wor P".\i'. �-K 4tL / �� y I Suit w Fort Ldl�v 1230.OD09.IX7 30 so•t I 4.•Ay "ie i=1 •/ // �, 1- / wa JULY 17,2024 sm Sir 40 „", _'°' 45 of 216 SEE SHEET 43 M TRACT EE 1 I �\ EX. 24'PRPA WATERLINE / /� �aT 1 Y 1 N� / EX.ELCO 12'WATERLINE ELECTRIC _ Sf�� 1•,;� LOT 8 I LINE(TYP V .) EX. ELECTRICWATER SERVICE(TYP.) T,I 1 LOT 7 / LOT 441. SANITARY1 / 46 LOT 45 1 SERVICE(TYP.) V ,' / II I;� 11h l rr /�LOT 6 ! / EY WATERUNE S ` JSABRB EX. TE'=PHONE rI LOT 5 I, / / DAP � �/�/TRACT LID•. �_5'U71UTY /%/ / y / eae 0009_UTILITY LOT 4 I' ! LOT 3 BLOCK 8 I I,; i- i'�I i ! .II� // '�+ •� � �/ / QfS,��`� rTA� a S NONAl.E�°r # 4 ���� KEY MAP 73 LOT 74 LOT 75 LOT 76i I - �� I Bill k I LOT 2 / ,� N.T.S. _ _ _ _ �P_ �I_. •--.fi�! — LOT 1 �r JI // / G 1. ALL POTABLE k NON-POTABLE WATER MAINS SHALL BE CLASS i '' �O° 150,C900 PVC.BURIED WITH 5 TO 6 FEET OF COVER UNLESS k / 2 y OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. {� f�- I I -_I // ,� // 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET -Fc -' u. N yip '�i y HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL �..` a_^n.•.+ �. / / / / SEPARATION IS LESS THAN 18-INCHES.THE CONTRACTOR `.e 'j °••yi� 'rt'' '�' TEMPORARY / // tr ;$ / , SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH TURNAROUND Vt-i THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING.1' l / rT ` y, GREATER NE LENGTH OF PIPE WITH A LAYING LENGTH OF 18-FEET.OR SHALL BE INSTALLED. MONTAVA AVE 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPr..hIMATt ^�i,1v Y• t,±.> a `� / // / AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. Z 5. NO S SHALL BE LOCATED WITH I 6.- .r FACILITIES.) rEET of 05rRICT O - =— --- �'��+'x•, �, F ----- \ \ , // 6. ALL HYDRANT TEES ON nor .,,m UNE SHALL BE SWIVEL TEES (n •:^' UNLESS OTHERwec _ _ -- - _ 3x'•(":ar �+ ILA..SYC'rox ` ♦ -r 7 c�'•-•-..: ..n JQtNCES SHALL BE 6'PVC UNLESS > Z E - E 5 ,4 L/�;�.. \ /'` / OTHERWISE NOTED. 8. SANITARY SEWER MANHOLES SHALL BE 48'DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE W �- --�I'Jr -I\ L '� y _•- — — I \ � ?' / / / / 9. DAJ ALLLL MANHOLES SHALL BE AIRSTANDARD BOXELIDER SANITATION TIGHT ANDSTRICT VACUUM�TESTED IN I �v s / ACCORDANCE WITH DISTRICT REQUIREMENTS I I I. .. LOT 3 � I / � 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' � Q {I, UPSTREAM OF ALL M WALLSANHOLES WHERE GROUNDWATER IS Q J 11. ALLL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE LOT 6I !LOT 5� LOT 4 '�I LOT 2 _ 3/4'TYPE-K COPPER ON A SINGLE METER PIT AND 1' Q " I TYPE-' PTSPER BEUOHINHEEA�NTBLOCK 10 METER PITS LOCATED ITHITEAIEAND ~ SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS.12.LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED O It VO / IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WALL LOT 1 C ",/ ? REMAIN THE RESPONSSILITY OF THE UNDERLYING LANDOWNER.LAN G MUST PROVIDE ACCEPTANCE FR a / /,/ // THEDSCAPING TRAIL SURFACES AS SPECIFIED INBLE NE TTRRASIL M STERN // PLAN. SPRAY;oc••,...)N,IF REQUIRED.SHALL BE DESIGNED AND VNLO TO OVER SPRAYING m 13.THE CITY IS RESPONSIBLEDFOR THE LONGTERM+MAINTENANCE e'SEWER. _-•! ! / �' / / -- E REGIONAL TRAIL WTHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED •7EI- -, 4 ,/ //y/ / SURFACE,OCCASIONAL SEASONAL M01WNG 23 ADJACENT TO THE TRAIL SURFACE,REPAIRING/REPLACING SURFACE DAMAGE g / WITHINETHEE E`ASFSMENT�OTHER LANDSCAPING MAINTENANCE Ao /y CONSULTING ENGINEERS •'.ib�,t r... / // / �' �/ I SuNe 200 Fart Com C , 2260 .8052 Phm1970 557 1230.DD09.00 30 / R 17,2024 30 0 30 60 SEE SHEET 49 '°�° 1-30' 46 of 216 y/ SEE SHEET 44 p i � SS-4E1 5 tORMI 5y I)18'STOP Z W O w TEMP FH FOR Y FUTURE UNE EXTENSION _ /y. 57-D4 54 STORM BRB A0 T��]I I''• `` DAP 44� �r I .,.0009-UTILITY EX. 21"SANITARY SEWER I I „ L_ TEMP FH I FUTURE LINE v;pDO L/pJ�'dtY V' EXTENSION �QR�pG� KEY MAP N NOTES N.T.S. I AGO 1. ALL POTABLE do NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 PVC, BURIED NTH 5 TO 6 FEET OF COVER UNLESS w OTHERWISE N OTED AND/OR APPROVED BY THE DISTRICT. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 1O-FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 3. WHERE WATERUNE CROSSES A SEWER LINE AND THE VERTICAL ✓1� SEPARATION IS LESS THAN 18-INCHES,THE CONTRACTOR 1 G SUCH THAT NO PIPE JOINTS THE AAR'R OVER_-EET"�- CROSSING. 1 ONF LENGTH OF PIPE, ..,,r1 A LA11NC LENGM OF 1B-FEET,OR 4. ALL EXISTIGREATER NG UTIUTYALL BENST�LOCATIONS SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. O 5. NO TREE(S)SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT N FACILITIES. 6. ALL HYDRANT TEES ON THE MAIN UNE SHALL BE SWIVEL TEES (J� UNLESS OTHERWISE NOTED. 7. SANITARY SEWER SERVICES SHALL BE 6'PVC UNLESS Z 1 . SANITARY SEWEROTHERWISE NOTED. BE 48" in :5ut 1 B OTHERWISE NOTEDMA H LESSANI SHALLARY SEWER MANHOLES DIIAMETE SHALL S o 9. ALL MANHOLES SHAPER STANDARD LL AIR ER NTIGHT ANDITATION AICUUMCT ETESTED IN W Y� 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10• Q r .1 N ACCORDANCE WITH DISTRICT REQUIREMENTS. IUPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q 11. 31e TYPE K COPPER ON TABLE AND NON-POTABLE A SINGLEATER METER PITSERVICES AND CALL BE Q a 1 TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. D METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Z SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. O 12.LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE KITH ALL APPLICABLE CITY CODES AND WILL C N REMAIN THE RESPONSIBIUTY OF THE UNDERLYING LANDOWNER. c LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPAYSHALL BE .AND M NTA NED IRRITO AVOIDFORVERUSPRRA G ONTO THEWGNED TRAIL 13.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE "W OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE,OCCASIONAL SEASONAL MOWING= 3' ADJACENT TO THE TRAIL SURFACE•REPAIRING 2 REPAIRING/REPLACING DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. 1N •I ENil* i 20 R pS T Il\ N N \ % \ EX. 21'SANITARY SEWER / ITT,114r_ CONSULTING CONS oe5 E8N0G5N2 EE RS 48 Y 1e 200 Fo CV: a702250S5] N 1 �� 1230.0009.00 30' 1 / JULY 17. 2024 50 0 53 100 ssr SEE SHEET 50 �"° 1._50. 47 of 216 SEE SHEEr 4 N k. II I I I TRACT JJ I I I �t - I P o II 0 < TRACT II I'• z 1 �� BRB T I DAP ll ( II`1 BRB 10009_UTILITY _1 I'. !C .. 1 ........ I IY wAmt I KEY MAP N �� I jIj - 1Nom N.T.S. 9E CLASS . 55-48 5 �.. 150.09M PVC,BURIED WITH 5 TO 6 FEET OF COVER UNLESS srca �• I I I 7 CONTROTHERACTOR SHALL MSE NOTED AIN AND/OR AAPPRMINII UM OFD BY E DISTRICT. i.. I I• - I LINES AND SERVICES ZONTAL ON BETWEEN WATER AND SEWER MAIN _ 3. - AL _ _-_ -____-- -__-_-__- •�i b j WHERE WATERLINE CROSSES A SIFTER LINE AND THE VERTICAL _ _ __ ''Y1 I SEPARA710N IS LESS THAN 18 INCHES,THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH TEMP FH FOR i -- - - - -- _ - - _ - I THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF FUTURE LINE I I� _ - l - --- _ I�j ONE LENGTH OF PIPE.WITH A LAYING LENGTH OF 18-FELf, OR EXTENSION ' _ I — i _ r _ r _- _, _I '.I GREATER SHALL BE INSTALLED. #=�� � � __ -- - 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO Z .r a 'EWER W.-o �`` 5. NO TREE(S)SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT O .` COODIiEART DR(FUTURE) ,-z. ` \` I .., t FACIU11M sr-04 12•WATER �-ot 1"; I r 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES SS-4A- GJ 54 ST s B'&tom `��� \` ,t 1 UNLESS OTHERWISE NOTED. SS_4n +'R I ,_ 7. SANITARY SEVER SERVICES SHALL BE 6'PVC UNLESS �f Z }o_STOR4° _ _\\ / :1 OTHERWISE NOTED. ` •,;� 8. SANITARY SEWER MANHOLES SHALL BE 48'DIAMETER UNLESS Q 3 �.' -.J,,.1 �j OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL 8E m W a _ \\ ff _ _ l y`� a ACCORDANCE PER STANDARD ER SANITATION DISTRICT - - ��` rr S. \ /�'•"' 9 UM TESTED IN ----_- -- -- _ ]� --1 �'�` ,. \ 10. CR WLALLDIITH DINSTALL REQUIREMENTLAY WALLS 10I� co co Q —---_ UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q 11. A L P TABLE AND NON-POTABLE WATER SERVICES SHALL BE a 3/4'TYPE-K COPPER ON A SINGLE METER PIT AND 1' Q TYPE-K COPPER ON DUAL P'�I NLESS OTHERWISE NOTED. TEMP FH FOR METER PITS SHALL BE RE LINE ((�}�,*' - `` \ '. 3'+\' \ SHALL NOT BE LOCATED OUNDER G'VEWAYS OR SIDEWALKSENT • O EXTENSION I �+ 6� \ 12 LANDSCAPING VATV+�N �1_TRAIL EASL,�ENT SHALL BE 7` \ •. ..HALL APPLICABLE CITY CODES AND WILL� 8•��B IN 1rr C r<ESPONSIBIUTY OF THE UNDERLYING LANDOWNER. G \ LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN.SPRAY IRRIGATION,IF REQUIRED.SHALL BE DESIGNED \ \ AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL 13.OFET CITY REGIONAL IS RESPONSI TRAIBL N1TO N THE THE LONGTDEVELERM MAINTENANCE MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED \\ •s 01 CIF SURFACE,OCCASIONAL SEASONAL MOWING 23'ADJACENT TO V ffq THE TRAIL SURFACE,REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL,AND ALL OTHER LANDSCAPING MAINTENANCE - - Q WITHIN THE EASEMENT. \ NCO \ \ TST,INQ 4i coRsuEn+c EN(ANEFRS use W0 Fi W, ,:nr zoo S c y a 5 i cai°.°aD osz e 9`f.7160'S� x D 7230.0009.00 t'= 30' 3p 0 }0 60 JULY 17,2024 "�° 48 of 216 / / f TRACT KK y DAP BRB F. 0009_U11LITY KEY MAP N.T.S. / / , NOTES I. ALL POTABLE hNON-POTA� TER MAINS SHALL BE CLASS 150,C900 PVC,BURIED 4' TO 6 FEET OF COVER UNLESS tt` OTHERWISE NOTE) ..�,/OR APPROVED BY THE DISTRICT. 2. CONTRACTOR HORIZON76 EP/R TI BETWEEN MINIMUMMAINTAIN A WATER AND SEWER MAIN / LINES ':��SERVICES. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL pARA710N IS LESS THAN 18-INCHES,THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH EX. 24`PRPA WATERLINE / THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. / ONE LENGTH OF PIPE,WITH A LAYINGNG LENGTH OF 18-FEET,OR GREATER SHALL BE INSTALLED. 4. ALL EXISTING UTILITY SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED IFlED B BY T THE CONTRACTOR PRIOR iJ EX. ELCO 12" WATERLINE CONSTRUCTION. 5. NO TREE(S)SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT O FACILITIES 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES 00) UNLESS OTHERWISE NOTED. 7. SANITARY SEWER SERVICES SHALL BE 6"PVC UNLESS Z E%. ELECTRIC OTHERWISE NOTED. I //' // n 8. SANITARY SEWER MANHOLES SHALL BE 48'DIAMETER UNLESS Q OTHERWISE NOTED.ALL SANITARY SEWER MANHOLES SHALL BE m / /// / / \✓\ AILS. Lu 9. ALL MANHOLESMANHDARD OLES SHALL EFt SANITATION DISTRICT BEAIR TIGHT AND VACUUM TESTED IN D / / \ ACCORDANCE WITH DISTRICT REQUIREMENTS (J� 10.CONTRACTOR SHALL IN CLAY CUTOFF WALLS 10' Q _ UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q = J \\\yyy ENCOUNTERED. � \EX. 2-WATERLINE 11. ALL POTABLE AND NON-POTABIF WATER SERVICES SHALL BE > n' / / l \ SERVICE \✓ \ / TYPE-KpCOPPER ON DUAL P PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND / SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. Z EX TELEPHONE 12.LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED Q IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL cc REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER.VIDE G FR MUST PRO THEDNG TRAILI SURFACES AS SPECIFIED ACCEPTABLE �THE TTRRAAIIL MAASSTEROM PLAN.SPRAY IRRIGATION,IF REQUIRED.SHALL BE DESIGNED vy AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL TEMP FH FOR / / / / 13.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE FUTURE LINE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. EXTENSION /' / / \' / MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE.OCCASIONAL SEASONAL MOVING 23'ADJACENT TO It, THE/ / / \ THE TRAIL SURFACE,REPAIRING LANDS SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE / / ^ WITHIN THE EASEMENT. 00,00 \ Ise, \ ' om / TBT.W. CONSULTING ENOWEERS oReS 2O0 78 Do S FM Cdlias Cdwado BO525 PPone 970.226.0557 TEMP FH FOR rsa 1230.0009.00 J°B FUTURE LINE - sc Z, EXTENSION 1" 1, DULY 17, 2024 /' / 30 G 30 60 SEE SHEET 47 k N N zJz G N N 'N N t 1 1 - �, 11 N FRB 0'.Ok ua,..._ ¢1,q DAP N �v ELcws x BR8 0009-UTILITY 1 LrC �VG TONAL F.� KEY VAP. • E><. 21'SANITARY SEWER � ROTES N.T.S. N 1. ALL POTABLE @ NON-POTABLE WATER MAINS SHALL BE CLASS zt-o, 150, C90O PVC,BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. IS-SE.. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL I SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAi \ T NO PIPE LEN OF JOINTS TM CROSSING.IN 10-FEET OF THE PE, WITH ALAYING LENGTH OF 18-FEFT,ONE C OR ' GREATER BE INSTALLED. ( I 4. ALL EXISTING UTILITY LOCATIONS SHOWN ^ IE N i ANDcNEED TO BE V, IFIFr)�' -- PRIOR TO 5 NV i kc )SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT O ACIUTIES 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEESUNLE (J� Nt ERWSE NOTED. 7. SANITARY TMSEWER SERVICES SHALL BE 6'PVC UNLESS Z l OTHERWISE NOTED. Q 1 8. SANITARY SEWER MANHOLES SHALL BE 48"DIAMETER UNLESS Q OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES S CT DETAI S. W HALL BE Co/ 9. ALL MAPER NHOARD LES SHOALL BE AIRXELDER NTIG T ANDSVAICUUM TESTED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. (n 10.CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 Q yr UUPSTREAM�OF ALL MANHOLES WHERE GROUNDWATER IS QENCOUN = J 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE > a 3/4'TYPE-K COPPER ON A SINGLE METER PIT AND 1' Q TYPE-K COPPER ON DUAL PITS UNLESS OTHERWSE NOTED. METER SHALL NOTT BE LOCASHALL TEDOUNDER DRIHVEWAYSIN THE OR SIDEWALK, WI O O 1 12,LANDSCAPING THIN THE TRAIL EASEMENT SHALL BE PROVIDED / IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL C REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER.LAN G THENG MUST SURFACES AS IDE ACCEPTABLE SPECIFIED IN THECTRAAIILAM STERCE N \ LS PLAN. SPRAY IRRIGATION,1 IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL N 13.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE / OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE,OCCASIONAL SEASONAL MOWING 23'ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE \ N• OFTHETTR EASEND ALL OTHER LANDSCAPING MAINTENANCE WITH\ EX. 24'PRPA WATERUNE / \ \ ER.ELECTRIC TRACT 00 0 om \ / TV,R,o. 8 Z W Ke \ 7,, Qp $ Cdaoeo 970 226 225 055% 1230.0009.00 1 F u.uc ,'= Ex. 12"ELCO WATERLINE 30, - AP, 4Aq, 30 0 30 50 JULY 17, 2024 R SEE SHEET 51 °`�• " 50 of 216 SHARED WATER METER SHARED WATER METER SHARED WATER METER F Z tt 0 N 1.5'RIVE'FROM 2-0'FROM 1.5-7.8'FROM 1.5'FROM 1.5'RIVE'FROM 1.5'rf LINE 5 DRIVEWAY PROPERTY UNE DRIVEWAY PROPERTY LINE DRIVEWAY PROPpttt UNE � 3.0'OFF 1.0'FROM 1.0'FROM 25'OFF tY-7.5'FROM 1.5'-].5'FROM 25.OFF 1.5'-7.5'FROM 1.5'-7.5'FROM DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DDVEWAT DRIVEWAY DRIVEWAY DDVEWAT DRIVEWAY ALLEY Ol. G1. AE1E1' C.L. CL u r� w VOL- i r I �� 1 3 BRB g - - - � '� I� 1 DAP !! oc um ■ COURTYARD OdN11YAM COURTYARD BRB PORCH ABOVE P011CN v0.v Li r0009_UTE)TY LOT TWICALS 9IIE�INN mETNNN SIIERALK SDEWAy SpEwlZ T4 T4�W T4 14 T4 T4 F FY!Y ATLACIYD- Cwo F F-Y ATT/�CH�+- SiEGE iAYZY ATTACHED- SMta F FAImY ATTACHED-7>R ]EZ Lou 1�I 95kL LENGTH UVE/woRx ��- 23EI - COMPACT LENGM COMPACT LENGTH COMPACT LENGTH EXTERIOR CORtEN COMPACT IENCRI UVE/WOtt EXrEIVOR CORNER INTERIOR EXTOR NTEP" COMPACT ����ERI �• O01131AIION: 66.OZ 1 OCCUPATION 71.OX OCCUPATION: 09.8% OCCUPATION: 63.9Z COVERAGE: 811E OCCUPATION: 6OOZ OCCIRARON: 6Q41 1 FROIIT YAIO) t ApRT YII� FRpiT TAip COVFRAOE: I= COVERAGE 10OX COVERAGE 100% F.B. PFmmSECONDARY. t00Z COVERAGE: 90.ID COVERNRI 66.OZ �F F.B.PRIMARY 1001E F.B.SECONDARY. t00Z F.B.PRIMARSECOND: 100Z f.8. SE(a7NDNRY:n/a F.B. PRIMARY IOpZ F.B. SEC NDA 1001E -- - i.8.SECONDARY. iA SECONDARY F.B.SECONDARY n/a F.B.SECOIDARY: n/a F.B.SECONDARY. n/a ^/° ^/° �EVAIX SMIINZ TI wT5z2i w� .FAYIV ATFA(lRFil- '� = EXTENDED UNGiH EXTERIORDORMEREXTERIOR OCCUPATION: 683Z OCOUPATOE TIAZ OCC:.ATIpk 60.9Z COVERAOE 90.6Z COVFRAOE 95.4% COVERAGE F.I.PRIMARY: 100% F.B.PRIMARY. IOOZ f9.PRMARY: Z 10 BO.T .7 F.B.SECONDARY: 69.6Z F9,SECONDARY. n/° FA SECONDARY: n/o Z SHARED WATER METER SHARED WATER METER 1.5-8.5'FROM 1.5'FROM 1.0' PR I li RIVE'FROM 2.0'FROM TY DRIVEWAY PROPERTY LINENE - DRIVEWAY OPER7Y UNE 25 OFF 1.S'-].5'FROM 1.5'-7.5'FR04 _ 3.0'OFF PTO'FROM DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY I I DDVEWA C.L.ALLEI ALLEY C Q 2 J 30 ;"1 '0 c� O bW CC i PORCH AEDVE PDRCII ABOK PpRCN ABOVE T5 SDEWAIX seEvuax RDEWAEx seEwN-K SOflFNY yM1♦AEIr H� ;T5 TS ftLATTACHED- 2ol�r H SENAE fAENIY ATTA _ t. A BNIME FARNEY ATTACHED73 EXTERIOR CORNER ACT ACT�IR IDIOM = COMP CODER 6ETEEIIpIE ACT LENGTH ��= OW��'"m OCCUPATIOI: &11Z Ion INTERIOR EXIEriOR DE1E601E COVfltAOE B9.10 000UPAGE- BS.9; OCCUPATION: 74.0Z OCCUPATION: 7B.6Z OCC7RAIM 611Z OCOIRAIM 67AX F9. PRIMARY: 10CZ WVQNFU WSZ COVERAGE ]9.IO F9, SECONDARY.1001G F.B. PDMMY: t00Z F.B. RCONI) t00Z COVERAGE B7.BZ WPRUA 100: O L PRIMA TBJR F.B.SECpOMY: n/e F.B. SECONDARY n/a FA PECND t00Z F.D.SECOND! 1WZ F.B.SECOND: 100Z F.D.SECONpARY 88.]Z F.D.gWtOANY. n/a F8 9ECOE011R1: n/a Ta W. CONSULTNG ENGINEERS 7481Mol° Way Suite 200 Ft Coll- COla9 8D525 Pnmr 970 226 0557 n8 1230.0004.0E 2D 0 20 40 s<NL 1' = 20' n_ol. I-t :At£ JULY 17. 2024 21 52 of 216 y i AA C-r n,,,. 1.0'-B.0'FROM 1.0 B.0 FROM 1.0'-8.0'FROM 1.0'-&0'FROM 1.0'-B.0'FROM 10 DPoVEWAY � � "���III DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY = _ty� 1-0'OFF 2.0'OFF 2.0 OFF ZO'OFT 2-0'OFF 0 2.0"OFF DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 5 / A, C aAILIENCl 30 ;OI 3� !00 3O 3F + O bk J bi IAr BRB alga® g gg B DAP BRB FVN••[ 0003.UTUTY LOT TYPICALS PO N Paa Pa1mE Pao1 POROF RDR1N SmagmY soErNr 5MII1YAr • 41FVYY 9eFrur SCMK ma F FAd oY OFFA m YmL SSNFAF FIINY XnC8M PfIFAIOR OFTL^�^- T4 T4 E N Y T4 ALL CONDITIONS � ONS L oR CM43 ACNFQ YFT1RlY T T910LE FA4LY DEFAbFfI- EXTER T CORNEA SI cuu I E CAIIY DFFAfYiTL yyEBA��� 000LIPATIOIk 51.1; N1paOR IXIEI11di CORNER OCCUPATION, 54.1; OCg1PATI01t SAD; COVERAGE 710; OCCUPATTOIt 01..5; COVERAGE Ma; COVERAGE 78.1; OCCDPATOL N. OLCI.PA70t 04.B; F.B.PRNARY n/a COVERACL 70.5; F.B.PRATARY: BS.O; F.D.PRNNIr: 85.0; F.B.SECONDARY: n/a F.B.PRWARY: n/a F.B.SECONDARY: n/a F.D.SECONDARY:n/a F OVvP Mr: 81.7; F9.PRYIMy M.7; F.B.SECONDARY: n/a F.B.SECONDARY. n/a Fd.SECOIDARY: n/a "� IY vJ SNARED WATER METER SHARED WATER METER > Z 1.5" Q LU FRpF 1.5'-7.5'FROM OPE FROM 1.5'FROM Q 0 PROPERTY LINE f.5'-IVE FROM 1.5DRIVE AY PROPERtt ONE n 12.0 IVEWAY DRIVEWAY Y.. 1.0.OFF 11.0'FROM 1.0'D� FROM 2.5'OFT DRIVEWAY DRIVEWAY DRIVER WAY DRIVEWAY DRIVEWAY DRIVEWAY DRI�WAY 1.5 7.5'FRDY RIV OFF /5 ]5 RROM VEWAY DRIAY A U C.L C.L L CL Q - o� � �o off} }a _� :; S S o Z COURTYARD COURTYARD ODURTYARD PORCH ABOVE �. 5>DETFAIIf smrAtr SaIEY'Atx Ail 1 4 T4 T4 ]M _ CYTpaOR CpBTFA ACT AOi� ✓Pa1af PORQI f;dR YARD FRRONT YARD FRONT YARD aIPAYI . aS.T; NTEAIOR IXTF7RIOR OOYQUCE 7a.1f OCCUPATION: 79.2; OCCUPATION: 67.4% rTT F.B."'w•nv. ',SSE COVERAGE: 80.0; COVERAGE 79.1; F.D.SEWw,nn1. n/a f.8. PRTLIART: f00; F.B. Ffti : IOO; �EWAN 9DFM'All( SEIEM'AU( 9EEWAX $NEWALX F.8.SEOONDARY n/a F.B. SECONDARY n/a T = T4 - T4 T4 T� SNQE FAYIY ATTA-- 9FID F FAYt Y ATFA-- F FAi Y ATT aim- ffimCORFpe �pOED LENGTH LENGTH OOCTEN D OF TN FiOERIOR CORNER NTEF" EXTERIOR om of 1� COVERAGE' 52.11% OCCIPAl1011: 50.5E Cp15ULTNG ENGINEEP.S F.&PRUA n.a; F:l PRINA 78.3; OCxIPATR)t SB.J; OCCWARON: 71.4; OCCIPATION: W.P; F-0.PRwaY n.e; F.E PRNARY: n.e; FA SEONDARY: n/a F.B.SECONDARY: COVERAGE I ' COVERAGE- 100; COVERAGE IDO% 74B Mhalas Way ^/e F.D.SECOND: 100; F.B.PRIMARY: 1001E F.B.SECONDARY: 100; SMII:200 Fort C.1- F.f1 SECONDARY n/a F.B.SECONDARY, n/a F.D.SECONlDARY: n/a Phone 970.226 0557 OB M0. 1230.0009.00 20 0 20 40 uAE I'- 20• xale 1'�20' f«t O•TE DULY 17,2024 53 of 216 I III J. FUTURE ROADWAY If£ INFRASTRUCTURE f::•, HOWN FOR S REFERENCE ONLY %'•I./ 1 o6nw. / .: am ORB DAP \n ORS /' ` sF•, / < %/ y, \ \ I \ / 0009 Fire Hydrant Plop I , l } _:f'�' ;'� >Y• ,' \. °mid,`. ` \\ \ //' I = \ P � "�I KtY MAP N.T.S. Lu �� :I S I -• /�/. ..\ /�� �� �N`\ f/. �� /i n. \\ r ..mac I I oaf.. V''%// \ LEGEND u� lell e1��I l.. 14 \ i ` cc IVA 'ti `�'\�'`\ .;•, jY��//_ / 1/.. �.;` i t� a`� /,{Z�Ot �����./�I - \ \•� ./ / ,,� \ / / �\l cl) W LL \ '// � / \\ Yam`` \ `�t �, \ �,• \ - .� REPRESENTS FIRE HYDRANT O \ '/ ��I% //� \ \ �\ •i�> \ /. �'� \ �/ /' �_—_ £ I COVERAGE RADIUS OF 400 FT C - is \ �; `-\ ,"6 ' ` � / \ .• � \ r• _Y � ; I I I£ HYDRANT LOCATION o // ,b�.��.-.' ,�. •. `•a It. 'S. ..�. Q /,.../// /' I \ EMERGENCY r WALKWAYS NNEL/EQUIPMENT com i3 i / �!`y,i it _1 /.'�1�' \ fx�,., j ..� /•- /i ` �a�PyP •'�iy• / . I S£ TST.INC. v '• y\< 'P\r /\\ �' I •, P \ \�O�.�r! .P." ` �0 .-y ./\ I { CONSULTING- eNcl :tieeRs \r' / i \ / ` / G •\ / /1 it 00 F t way / \ \-\ .f / \i� L �•� %.� '��"7'�� �' // \ "' ' I I I SuiLola as 8M25 ms one 970.226.0557 k 230.0009.00 o O ��.v�'/A � \ ,•� .' ,. ' ' �• _ice / \ � i�I Is 1"= 60• kill 80 Lao60JULY 17. 2024 / xole t'.BO' teat 54 of 216 Y o I 'E1\�� yam,. //�1 t � / •� , 1.,, � � ,\ �/: ,� j/ �\\) , \\ � ;/ /♦ y��' :� � .� /+ \ •, \ •ram• +/ � ££ � I I \ i dMIH I FF � / ..� •fie• �� / \ \ *!; 26� �.. , � � \ `.. I 1/ / `".• •� ,� / / \ I ��£ // I BRB DAP BRB DD09—Fire Hydrant Plan F / C j � h O�dmb'!. — 7`- — ni3 yVp°' �f< `e\ `•� / i` \ /— — — 1 I £I I / CT:e��QRO J c� / / \\ I• y .,� ��, // \ gF g // KEY MAP ONA f N.T.S. I �'� \ II '� 1 � // � I �� / I £g 1 W \ LEGEND v� N.T.S. ¢ = QJz m = cr } •\ \ _ ——— — // ° \\ II REPRESENTS FIRE HYDRANT O COVERAGE RADIUS OF 400 FT Cc / HYDRANT LOCA710N — EMERGENCY PERSONNEL/EWIPMENT WALKWAYS I e I N �,w. NNSULTNG ENQl EER.S N 70 YR°Ip°Key Suite 200 Fort CW:ms Cdatroo 80525 970226.0557 ° • 3 0 1230-0009,00 o` o a o eo o ga 160 DULY 17. 2024 I3 I z9.e i• 80' teat _ 55 of 216 Y r N SEE SHEET 100 SEE SHEET 109 l - A. , } - �� + SET 50.00' YDRANT � .L A. 1 + 2'x12•Croee _ A, 4+ OFFSET 0.00 I _f 12'ON(NW�(SNQ(SEA. _ 54. Ice(' �• _ _ __ OFFSET 22.97 +13.00 -GOODHEA _ i I SET ' � - RT DR- _ - �^- -� _ � L.li ?r4 -m r~-a ' -t3 - ,-'�!-'eo.00•Rorv �' ^' ' ' 'ia.00 ,e.oa 1Nm te.m - 1 - �` - 101 12'PVC 180 LF 1Y PVC � ` � 50 LF 1Y P_ _� 3-- _ _: =3-_� _ ___N 72 P ��. � �1 \ �`, at / •J� WI-Ot 2-12• GN V• e ---_ -- _ '�' , �8�7 7?•P .�4 1NN -8"'GTV(NW) 12 BRB GN(S 1 + Y r _ 2 LF 12• PVC /1 ..C 1\ V ce DAP IF 37 12" PVC I-(SWIVEL ,Q 1-12•GN( ,C g A. 11+ / BRB 1-6"GN(N _9T(p z'`; SET 4.8,61' KEY MAP ...•0009_WATER P&P r 37 LF 12•P °VC - REDUCEw (�•� ti^ N.T.S. . ~ 12"xa•re Q '\ `:CF '`.' JG NOTES.. .....P -8• GN(N �`( Y 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL 1SQ�VG ` -12"GTV(W �4L T NOTES. 2. ALL WATER SERVICES LOCATED ON LOT UNES ARE 3/4• rpaf�C. 'G2N` A 11+\ io DUAL METER PIT SERVCES, OTHERWISE THEY ARE ili; 4- _, TYPICAL SINGLE 3'METER PIT SERVICES. E TO EX 12 U TK +75.41 NE .` /�O ✓ • ► jj��,..//�� \\��I -12•GN N W E b WATERMAIN JOINT RESTRAINTS 100, PLUGVALVE s >� 1 `k , •RE Lu DULu O \ � ECFR TF: O J BENDS p o 0 5005 ; �y0.L'JF REST1geJEp plcr m W D I j WL-01 I Srv" a 2" Cn Z f el FITTING - Q T ExISRNG - j f ARV N/A N/A , LA. 11 (iiAOE > 90'HOW.BEND ta' 25' Q 1L 5000 1 _ __-- ---_- _� _ _ _ _ 45'HORIZ.BEND 3' IT' 5000 2'nOR12-8EN 4' 5' Z V ! m "• ' _---T_--___ _ �� zn.� '� .11/4-HORIZ BEID 2' 3- O 89 /� REDUCER TO 4" 4J' 74 S a _ �' --- m • Kp5 i REDUCER TO 6" 25' 62 C Lu Da. 184 '� REDUCER TO a" N/A 4:995 9 -- - -- - o -- '`1_ _u 3 •L 4995 _I REDUCER TO 10. N/A 25' ' 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL _4990_ •• - FITTINGS. ADDITIONAL JNGTH OF 4090 RESTRAINTS IS INDICATm IN TABLE. 2. PIE TMWriI E MRS TO 8E RESTRAINEDAMOUNTOF TOGETHER. 3. EACH WA F FROM VAILVESPIANDMBENDS. 4985 - _ - 498$ 4 AEC CON9p REp A PLC BEAD•ENDS APPLICATION. I{ 5. MIN 5.0'GROUND COVER REDD. 6. ASSUMES 150 PSI TESTING PRESSURE. gg • I o g 4980 1� `• $ - 8 8 m • oS ° f 60 m m m- 49 c o n m m"N W N• m o ' M1 mnm - - n w ~ TST,INC. Nx a N I OIh ,NI on ^ N fgKO pg^5o I Q ) Ise Mw'W. YN CONSULTING ENGNE E RSN + + } + Sue 2T^+ ' ' + + 00(M Cdl— NN y zs 0557 I N ' + + ^ mz5 230.0009.00f t9 4975 S ~ N 497$ N 20+00 19 00 16 00 17+00 1 00 15+00 1 13+00 12+00 11+00 70+00 9+50 'u`H:1"=40'V:1•:4' a /h� JULY 17.2024 o`� �/'�` S� w o 40 eO Gxae NORm "-0 r 99 Of 216 VERT: 1'-4' ;SEE SHEET 99 0 �r m h to fit � n -02 I SET,s.00' � r,✓R - NT p I 1 + o 2'x12 Cross 9 LF 12"PVC .? 1, s _ -12"CN(NYn(SW)(SE I I I t � AIr Valve IP I � i>� �� � BRB : _ I I I I �^ DAP A , R s _ _i__ _ — 3_ 3 i )OFFSET 0.00'PT �L - 11L-pp 306 LF 12 PVC - VL-02 _ v� -m.- YDRANT f�i f MAP Ou„,_WATER P&P - N.T.S.`— ST 04 TEALBROOK OR 1 ��1ft�1��pp ,�,ygNpO C/C O]CJ.YY cY: OAO d� -" _ �- -_ -�— �- — T— �—E T •--r-- --rtE - _I 1.E REFT_? 70 COVER SHEETS FOR LEGEND AND ADDITIONAL Pe NOTES. e�O\ O�9••,�� 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" -12" p'tE 2 112- Tee(SWIVEL DUAL METER PIT SER.%ES, OTHERWISE THEY ARE /Q4A�EaO CN(NW) TYPICAL SINr c METF` 'LACES. ES.NE V-� ' _�►�l WATERMAIN JOINT RESTRAINTS l N TH OF RPSTRAIN^PIP PIPE SIZE 8" IT. PiUG:_ VALVE `, FITTING L L ,( (` 6� ��; 1 C ARV NSA N/A _ k S j� (.[✓l 90 HORIZ.BENC 16' 25' 45'HOR12.BEND 8' 11, - ---i V RFF1.1(�F' 22 1/2'HOR4.BEND 4' S' TEE Z LLI / 11 1/4'HORIZ.BEND O J 74 LL 4 iLDUCER TO 6" 25' 62' O REDUCER TO 8' N/A 45- '` 5005. REDUCER TO 10' N/A 1 25' -- LL WL-02 — GRADE' PROPOSED `�. ` VGItADE ! III soon ¢ J _-- -- -- -- - ----- �--T- > O_ ^^ 1.V ki gig Z Lu N 0 1 4995 PLACED- RESTRAINTS SHALL BE Q 4995 1 ON JOINTS AT THE LOCATION OF ALL FITTINGS. a ADDITIONAL LENGTH OF 3? o tl. RESTRAINTS IS INDICATED _ IN TABLE. Z AAMMOUN OF PETo TCHEI _ TB E RESTRAINED 4990 _ _ _ _ _ 4990 TOGETHER. 3. LENGTH OF RESTRAINED PIPE N ` \_ sJL` FROMMVALVESE AND BENDSEACH • \ j� JR= • 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE 4985 U t t� CONSIDERED A PLUG/DEAD END APPLICATION. 4985 5. MRI DD.0'GROUND COVER IJ� 6. ASSUMES 150 PSI TESTING !iT PRESSURE. 4980 m ° 4880 m m to> rz loe W INC < < < < p�Q,5� < y�~j ` 1= }r}r� CONAILTNG ENGGNEERS 4975 `^ �i S" m IS' y S to > _ut �" N 5 _ 4975 use v0 FM Cv Suite 200 FM Cdlrls Caav4o 50525 15+00 14+00 1 12+00 11+00 10+00 9+50 Pne.,e 970226.0557 1230.0009.00 —H:1"=40' V'1"=4' rz JULY 17, 2024 s0 O 40 w — xae HORIZ:,-_-, tot 100 of 216 PERT: 1'=4. ' I 1 •\. •I 1 II I I • I 3 I f WL-02 1 t I 6 I II / mo 9 LF 12'PVC r BRB �' + At V \ OFFSET 16.00 'a 17 \ T VOM Ak Valve �� DAP ,20 LF B PVC ':1-pR-731 �i - _ \��" - -_ �-• - - - - - ._ - ®oen BRB 8 LF B'P 55-O7ym "�f� _.- • —R { .^ KEY MAP D.-WATER PdcP s"PVC -� - - -� ' - # 111.-02 306 LF lY PVC ,I-j - 2u.00 -- - -'0;- -- - 1Mm _ n.m "I BOOK DR -\f si NOTES D ADDITIONAL 17- 1. R TO COVER SHEETS FOR LEGEND AN AL 4Fee NOTES. 7 LF 8'PVC -- - - - -- - + Tee(SWIVEL - - - - - - - _ - - - --— 2. ALL WATER SERVICES LOCATE- �JT LINES ARE t" •'�" + i-12'GN(N \S, 1 + 4. DUAL METER PIT SERv-' ,,rHERWISE THEY ARE 3/4• aOt ...... 1-6' GTV(NE 3 2'x6' Tee(SWIVEL - h#lAl TYPICAL SINGLE`' .,TER PIT SERVICES. S ` WATERMAIN JOINT RESTRAINTS 1Y ) •� ��" LENOiH OF RESTRAINEG PPE - - � � PIPE SIZE 8" 12' PLUG VdLV� Y / �U I FlTTING L L C7 SS\ • Je p-w 90/HORIZ BEND 18' 25' '/� U,e- `1{� 45'HORIZ.BEND 11, v+ 22 1/2'HOR2.BEND 4' 5' RFDJCFR Z W �� J 11 1/4'HORIZ.BEND 2' 3' Ir REDUCER TO 4" 43' O 74' co LL REDUCER TO 6' 25' 62 /0/y 3 r RFDJCFR TO 8' N/A 45' •i REDUCER TO 10' N/A 25' BENDS 10 0 li 5005 r M W ad �WL-02 w1 4 I ! soos N Q Z : a = g -T- r --- _ _1 _ 30OJ - � Z W F �. �,AppppANNINN�LLO F dANLL W F t THE O A 1 v ppp4 C a C 4995 RESTRAINAT$IS(INDICATED 4995 -. 2. (LENGTH Rpp��iF'EEPPRS TO THE MUSWT 9&RESTRAINEDICH o _ TOGETH 40 I�+ I § - 3. NG7M OF RESTRAINED PIPE MEA RED EACH WAY FROM VAL�S AND BENDS 4. SIN VALy�S ARE �C,L0N ABELpE, THEY ARE 0 o ENDUCAIAIOPLUG/DEAD e 5. MIN 5.0'GROUND COVER REDD. 4985 - 6. ASSUMES 150 PSI TESTING -- - --- - - _y 4955 PRESSURE. i I 4950 o v v v v gg n m $ m m m m m. c m ino o�• N i '� b '� 0i tJ m r ai b 4 n •x� O n�n nn b S a o i s 'v) '� '�ro m x m in p .'�p i�H CONSVLIMO ENGR*M ,., + r 17 N.:• N + W ♦ '6 n 'N b M n N-a O o .D C '� .p f %.: m ~ ? n ]48 1MW-Way tNV q N m + O +^ie + m+ m m + 7 N '.f > f���l��• b N N a N N Y N a N N V C. m N N 'eJ P to j a Sake 200 Fwt 25 'e N_ r3 N r m N •� �i cw N^ n Y n°' n $ Cdwaao eos25 �'iS 'l 'S _ p�,;s &&F .. KW qq Phone:9702260557 7. {{-- 11-� FF �j 1230.0009.00 S Vl S Vl S N 2 b N m m )m N Sh- N m f~N N >N f �)- ~ 1<' < .IOe.xA 23+50 23+00 22+00 21+00 20�00 17400 16+00 15+00 14+00 7:7-40,V.1'=4• a.x JUIY 17,2024 b o 40 No at[' scale HORIZ Y�40' --_ feet 101 L,V VERT: 1'.4' r a F 5t k, WL-03 a ♦I I: (, W ! Jr OFFSET 23.00ilkT SS h I't W W I A 'x6'Cron i '� / / e BRB O f I _8"GN(NE)(NW)(S _ S -- - BRB 1 ,_ A. + .-ss-Ga - 17 LF 7Y PVC I' sT-3[ 1114 a- .. KEY MAP , O0O9_WATER P&P x+m 220 LF 8 PVC > _ _103 LF 8'PVC M' S S.S �. ',I`! S 5 S S S 5 - g_- - C/ 16 LF 8 P ,e 31 LF 8"PVC I I_ NOTES l' + "A + •x8•Tee "xfi"Taei SN1VEL "x8 T" �' 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL -8" GN(NW)(NE �' FF NOTES. C' S ` 1-8" 3+93 GTV N j 21 LF B•P �, n_ 8 LF 8"PVC 1-6" CTV(NE 1 .4 c m , ♦ 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" i 40 'P . .!: LF 8 VC 0 P ..••.• I I# � � DUAL METER PIT SERVICES, OTHERWISE THEY ARE /ONA7.F•!� _ -0 _ WATER SERVICE(TYP.) - TYPICAL SINGLE 3"METER PIT SERVICES. I 1 O - I^ IR Z I IRR -IR R IR R - - _ Hen - _ IR R,i— M I atl_. I ..' ,{ .1 .•. , - .I 1 I. -.�_l I , , RR,7-7.- 1 T� -L. ' 'I I - s OR (� IEALBROOK OR WATERMAIN JOINT RESTRAINTS X. ! � VALVE .PLUL *L - Aal RFD.ICFR -ET ZO LLI J V5 LL 0 SENDS CL •tJIL.-j1 OF RES'RANE'�_ m W 06 PIPE SIZE 8" 7' Q Z 50 0's - SO1O 'ITTNG L L I �LW-03 ARV N/A N/A > J 90'HORIZ. BEND 18' 25' < QL 45• BEND 8' III 22 1/2'HOR HORIZ.BEND v 4' 5'' Z — —_ PROPOSED - _ - Lu '- ___. - - - 1 ,/+'NORIZ.BEND 2' 3' O _rz 5005 REDUCER TO a' 43 74' C Q } REDUCER TO 6" 25 62' C REDUCER TO 8' -> REDUCER TO 10" 5000 GRADE i0 - 5OOD i. RESTRAINTS SHALL BE PLACED ON JOINTS AT T�a LOCATION GFiA OF RESTRAINTS IS ITINODNICATED IN TABLE. I 4995 d N I I 2 LMGTH REFERS TO THE AMOUNT OF _ 5 IPE WHICH MUST BE RESTRAINED i 3. TOGEO7TMFi OF RESTRAIN PIPE MEASURED (,E�� Ep EACH WAY FRDM VALVES AND BENDS. 4. SINCECE VALVES ARE�QSE-ABLE,THEY y d AR UCONSIDERED A PLUG/DEAD END 4990 m m$ o b m m $ - m G m o P N fE $ _ 4990 S. MIN 5.0'GROUND COVER REOD. m in m— in h $- m f` nnifl m N NO n hV' N OD m N O N N m nm e H�J ®m .'�F nmf v.rl mes._l..oN n'^es mF' 'pF Oa'm o^•n i o _ m .m_ o�Vl_ m�>>HN FNF rNrVl F�> +.,m_P mm. NHf+n `mroyx�_ _ _ _ _ eNpo_ oNI+n oN _...- i 1 6. ASSUMES 150 PSI TESTING PRESSURE + m+ o+ mn 1 n'° N TOT,IND. CONSULTING ENGrvikS4985 4B 748 ft Su Fort Collis 18+00 17+00 16+00 15+00 14+00 13+00 12�00 11+00 70+00 9+50 CX.80525 Plroee 970.2260557 'm w 723O.DO09.00 —H:1"-40'V:1"-a' e,z JULY 17,2024 40 0 40 80 .�e HORIA,_4G• ft, 102 of 216 WERE 1•-4' -�7 y� JL SEE SHEET 118 L� W1-04 � "x6'Tee(SWIVEL. B•x6•T f g c 23 LF oy 8'P 1-8"GN / 1_6"GTV I S 127 LF 8•PVC IYL-M 129 l.F 8'PVC 126 LF 8'PVC {� •. ✓"� r �,.. -127.77 X _- S- - __ -- - ---TIE TO Ill- TI _ 26 LF 6"PVC tW \, 1� ` r k•-.�1 ''` /p2 � - \ s'���. WATER SERVICE(1YP.) ;d I,: —N _ arm BRB 1 11i � I 'I OAP R IR R �i z BRB ` eC �f 'x6'Tae (SWIVEL gS � p h. y _ . `ti,r-(1 ,-6' GN(S <'`•,S $ • } A N g_ it. f 0009_WAiER P&P NOTES L 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL ..'��•- ;�� ) NOTES. W- •� 2. ALL WATER SERVICES LOCATED ON LOT ONES ARE 3/4• O •, ?� DUAL METER PIT SERVICES, OTHERWISE THEY ARE a �GNAI E'aG t \ • I I I TYPICAL SINGLE METER PIT SERVICES. lN!► S 1 1Cx N rc I IIbF �i WAN?RMAIN JOINT Pv'- %IS .— PLUG 15 LF B P +• -.RE TO NL-03��—' f I'• { _ -.�_,_{ _wr :I.... _ - l —REOJCER SEE SHEET 102 LL > o 5015 SO15 LENGTH OF RESTRANED PIPE m W 06 v&-04 I PIPE SIZE 8' _ 0) Z FlTTNG L ARV N/A - a- _ 90'HORIZ BEND 18' - Q a Q_ 5010 _ _ - 7 45'HORiZ.BEND If I 22 1/2'HORIZ_BEND 4' 5' Z Lu �GRME TIE TO 7- t/4'�ORIZ.BEND 2' 3' 0 WL-05 REDUCER 10 4" 43' -4' C 5005 REDUCER TO 6' 25' L 3005 REDUCER TO 8' N/A REDUCER TO IO' N/A 2 EXISTING -GRADE 1. RESTRAINTS SHATHE B PLACm ON 5000 _ -- ___ _ I I SGOo FlTTINGS.T ADDITIONAL LENCTH OF ____--- ____ - _ ----_- RESTRAINTS IS INDICATED IN TABLE rcn ' 2. LENGTH REFERS TO THE AMOUNT OF PIPgg WHICH MUST BE RESTRAINED 3. LENGTH OF RESTRAINEEpp PIPE MEASURED 4995 -- -_ _ j 4995 I EACH WAY FROM VALI£S AND BENDS. 4. SINCECE VALVES ARE CLOSE-ABLf, THEY �PUCA� ED A PLUC/DEAD END II • I 5. MIN 5.0'GROUND COVER REDD. o rQ v `j o 6. ASSUMES 150 P51 TESTING PRESSURE. 4990 m F e H n m m 4 8 _° m N - - • - - _ 4990- n I N z r g I o^ r '.x 1u TBT,INO. + q +a m + 0<+1 I + CONSUL ao + + .� +d m S EHGn'EFP.S C IJ N O IV I IV fJ M N "na Co Wo 905 5 l Plrn 970.226.0557 4985 N In _ N �x N i 1 a x u�i x i N �x N m 4985 1230.0009= 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+00 17+00 - — 18+00 18+50 wa DULY 17,2024 40 0 40 80 vela NOR12 ,'.4D „„ 1C�3 of 216 .T.,'.4- W1-05 /y ► 2 o j Y O I Y v) S a al a al a'NI a al I.'1�' •'I uuwlm W BRS i = C DAP S S WATER SERVICE(TYP.) I w m �:•'� P,�m t F TIE TO WL 06 O SRO t- � owc _ IV I J { 0009 WATER P&P N - ----S x.ao-.- --2.66 L-F B'-P VC - - NOTES 5 �Yg •UC`1 w I _ _ .• c7: _ O�C 8 s I 1, REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL f.-I NOTES. 14 LF 6'PVC 3 4 I 2. ALL DUAL WMETERPIT SERVI�S, OTHERWISE THEY LINESATER SERMCES LOCATED ON LOT ARE 3/4' ARE �O`f '••••�G2� 3 A.i + 4. I' TYPICAL SINGLE METER PIT SERVICES. IGVAL� GTVTee -6' (NE)(N l I ` t IR 11 _I I R Iq jR IR R r iQ ' _20 h•r • _ MARNUODILN _ I I _ I 1 :. i. A„sLRMAIN JOINT RESTRAINTS ` LF.0'. P I- I �'� PLUS VALVE # a aI a I i I aal J t� ^TIE � Ixv SEE SHEET 103 l 112 REDJCFR -EE Z W LL Is, d/� ��- �r SENDS © � a. e Q� `„ LENGTH OF RESTRAINED RIFF {t7J m W 06 PIPE SIZE 6' 12- (n U Z t FITTING L L ARV N/A Q = J 5 W C 50/5 - ;0'HORIZ BEhD f6' ¢ �- PROPOSED ^`OJ! HORIZ BEND 3' 11 t... GRADE := 2'HORIZ.BEND 4' 5' Z 5010 3 u i 5010 - HORIZ.REND 2' 3' 0 F, Y. r4t V.'CFR 'C< 43' _ Q 25' iN/A N/A 5005 �zO �— S 5005 _.: _ u u 7-- IE>a57MJ4 NaMIk 1. RESTRAINTS SHALL BE PLACED ON - JOINTS AT THE LOCAnON OF ALL 500p I _-- ---- �,---- __-- - I 5000 FITTINGS. AD 1,,n IN I L�JGTH OF RESTRAINTS IS INDICATED IN TABLE 1 2. LENGTH REFERS TO THE AMOUNT OF 1 ( %PE WHICH MUST BE RESTRAINED I TOGETHER. J 4995 3. LENGTH OF RESTRAINED PIPE MEASURED - EACH WAY FROM VALVES AND HERDS. 4. SINCE VALVES ARE CLOSE-ABLE,THEY O C V , 9Cy •C AR5UCONSIZ ED A PLUG/DEAD END m X n m m` m x ; 5. MIN 5.0'GROUND COVER READ. 4990 g ro of "•� ,M _'19 d m in m Y -1_ _ __� +, 4990 6. ASSUMES 150 PSI TESTING PRESSURE '0 a0~pro+ o+ a7 � 'm o IJ< ~�u1m< ~ < K }�m ± m 49Bs m S N u~ = H o H ISM m 5 v� TST,INC 4955 CONSi1LTNlG ENC 748 NM1dms W,y Yioy duns c 9+50 10+00 11+00 12+00 13+DO 14F00 15+00 Suite 200 fort Gao.om 0 Phone 970.2260557 a.n 1230.0009.00 scut H:1'=40 V.1'-4 arz JULY 17,2024 40 0 .0 60 .0. HORl2:1-.40' ,�,, 104 of 216 PERT:1'.4• ,IL-B � F E BRB I r V,� DAP v '1 WATER SERVICE(TYP.) 10 LF 8"PVC A. 1 + 1.1 5 LF 8"PVC 1. BRB '•. _ K1.J. "OD, v^TER P&P ,1 2 x8 BTeGTV(SE S 15 LF 81 PVC 17 LF 8"PVC _� G n-05 IjI M .. 1. REFER TO COVER SHEETS FOR I cr--. 11ONAL f- _ ataoo 317 LF 8'PVC _ .--_- ST,yro7•_ NOTES. Gl _ _ _ _ n 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" - S S S S S S S 'I DUAL METER PIT SERVICES, OTHERWISE THEY ARE TONAL Eby TIE TO V/L-05 I'� 5 TYPICAL SINGLE}-METER PIT SERVICES. { _. I.. TIE TO WL-07 N _ ..•i 1,I� IwI Iq R IR R IR R IIR IRR I WATERMAIN JOINT RESTRAINTS PLUG VALVE _ --^ V/ FSDJCER TFE_ Z W O -� O N}t Q 0 LL 5010 LENS 9E .5-kNE '^� -.4 W 0d — PIPE SiZE B. Q - —� ' FITONG L !L ARV N/A N/A y J PROPOSED �___j.� 90•HORIZ BEND 16• 25•GRADE Q' a 45'HOR:Z BEND 8' 11' 5005 _ ._ g I S005 22 1/2'H0RIZ.BEND a' S' Z W 1 T4'HORIZ,BEND 2• 3' O GRADE !C 5000 - _ _ I 5000 -CER TO R' N/A - � - - - - -E4 70 10' N/A _ ARE$ L�gE pLA I- JOINTT ATSTHEEAOCATION�AL1N 4995 _ 4995 R"STN%SNTMINDIC INRTABLE. 2 LENGTH REFERS TO THE AMOUNT Or' PIPE NHICN MUST BE RESTRAINED LTEO�GETHER, Ep 3• EACH WA FFROMT VALLWS%D BEND&RED 4990 �. 4990 4. ARE CDN9DERED A PIUG/O BLF EEAD, THEY END APPUCATION. I 5. MIN SA'GROUND COVER REOD. 6. ASSUMES 150 PST TESTING PRESSURE 4985 c v m 4985 TBT,Iw_ CONSA.TMG ENGNEERS O1y Y h 7<81M.1a War N } N } O + 0 sake 200 Fort CNJems ¢ yy CdaoOo 80525 970 226.0557 H:1"-40'V:1'=4' 4980 to = ' V~<i-^�O ? NSs 4e one _ 4980 1230.0009.00 9+50 10+DO 11+00 12+00 13+DOL 14+00 o.a DULY 17,2024 40 0 40 00 .�. HOR1Z:,_.� 105 of 216 PERT:1'�1' SEE SHEET 50 TRACT 00 "+ 3 r � 3 r � BRB Mom^ DAP BRB � 0009_U TIUTY Ll KEY MAP �p �A NOTES N.T.S. t. ALL POTABLE&NON-POTABLE WATER MAINS SHALL BE CLASS 150.C9DO PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. / 4 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-1EET \ �\ \0 F UNEIS AND ZONTALSERVICESnR BETWEEN WATER AND SEWER MAIN ' 4p 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES,THE CONTRACTOR SHALL CENTER THE W' ERUNE OVER THE CROSSING SUCHO THA I EX.24•PRPA WATERLINE / i' / RO4'CO 4p ' ONE TLENGT E ARE WITHIN V, - OF THE CROSSING. \\ o- \O �F r� / / fir^_ BE I WITH A LAYIF':,,LENGTH OF 18-FEET !w BE INSTALLED. I � 4. _, 11NC U':1TY LOCATIONS^ .AN ARE APPROXIMATE \\\ / j 4 / AND NEED TO BE VERIFIED BY - CONTRACTOR PRIOR TO \\� 7 EX. 72'ELCO WATERLINE CONSTRUCTION. tiys\\F // / 5. F FACILITIES. SHALL BE ,ATED MiHW 10-rccl u ,.�•,...,.,� V ALL HYDRANT + THE MAIN LINE SHALL BE SWIVEL TEES \\ Tq /•O '/\ p /fcO / 6• UNLESS OTHERWISE NOTED.F- 7. _4NITARY' .,fR SERVICES SHALL BE 6"PVC UNLESS > Z 4 E%. ELECTRIC EX. ELECTRIC / Qp / OTHE" —NOTED. B. SANITARY SEWER MANHOLES SHALL BE 48•DIAMETER UNLESS Q J C'-ERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE PER STANDARD 9. ALL MANHOLES SHALLLLDER BE AIRNITATION TIGHT ANDSBOXTVAICUU MTEISTED IN D L a \ ,n0ri�n. r '� $ /4 ACCORDANCE WITH DISTRICT REQUIREMENTS. 10. CONTRACTOR CONTEOFLF�Y "TOFF WALLS 10' ITRAM ALMANHOr�NTEPFn Q _nc GROUNDWATER IS Q = J EX. 24•PRPA WATERLINE \� K' it '' / 40 4p 11. ALL. _._ ,-JN-POTABLE WATER SERVICES SHALL BE > n' 3/4•TYPE-K COPPER ON A SINGLE METER PIT AND 1Q p TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED.METER PITS SHALL Z ENT AND SHALL NOT BE LOCATED LOCATED RIVVEWAYS RHIN THE DEEWALKS. O 12.LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED EX. 24'ELCO/NWCWD WATERLINE \ i �\ ;o r 3 Fp IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL C REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. G EX.FIBER OPTIC LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM \ \ \ THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER FO Cp PLAN. SPRAY IRRIGATION,IF REWIRED,SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL 73.OF THE REGIONALTY IS OTRAIL WITHIN THE LONGTERMNSIBLE FOR THE MAINTENANCE DEVELOPMENT.0 _\ MAINTENANCE n F � SURFACE,OCCASIONAL SEASONAL SNOWPLOWING OF SEASONAL WI MONG 23 C W 'ADJACENT TO� ~ kp THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE \ OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE \ `a WITHIN THE EASEMENT. om O �� Q• b O O Y \ �\ T8T,INO. CONSULtING ENC.NEERI N it,200 00 Fa Ncy 5cile Fort Coti \ \ PNene 970 226 O`5> N o a 7230.0009.00 . � \ JU 30 0 30 60 LY 17, 2024 cc� \ \\ 51ot216 �\ ,^ � ate. ,•_36• ,ra N /