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7. ALL POTA&.E h NON-POTABLE WAlER MAINS SHALL BE CLASS
750, C900 PVC, &1RIm N17H 5 TO 6 FEET OF COVER UNLESS
OhIERN15E NO7FD AND/OR MPROVED BY hiE DISTRICT.
2 CON'fRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET
HORIZONTAL SEPARAl10N BElWWEEN WA7ER AND SEN42 AIAIN
L1HES AND SERVICES.
3. MHEFiE WA7ERLINE CROSSES A SEIYER LJNE AND THE VER7ICAL
SEPARATION IS 1E55 hiAN 18-INq1ES, lHE CON7RACTOR
SHAIL CETlTER iHE WAlERUNE OVEF2 iHE CROSS7NG SUCH
THAT NO PIPE JOINTS ARE N17HIN 10-FEET OF hIE CROSSING.
ONE LENGiH OF PIPE, NITH A LAYING LENG'fH OF 18-FEET, OR
CREA7ER SHALL BE INSTALLED.
4. ALL EXIS7ING UTILIN LOCATONS SHOMN ARE APPROXIMAIE
AND NEED TO BE VEPoFlED BY THE COtJiF2ACTOft PRIOR TO
CONS7RUCTION. O
5. NO TREE(S) SHJLL1 BE LOCATID 1N7HIN 10-FEEf OF DISiRICT
FAqUTIES. �
6. ALL HYDRANT iEES ON 7HE ►IAIN LINE SHALL BE SM7VEL 7EES
UNlESS OTHERNASE NOiED.
7. SANITARY SENER SERVICES SHAIL BE 6' PVC UNLESS � Z
OhIERN15E NOIFD.
B. SANITARY gNF32 ►IANHOLES SHALL BE 48� DIAMElER UNLESS � �
OiHERWISE NOiID. ALL SANITARY SEMER MANHOLES SHALL BE
PER STANDARD BOXELDER SANITATION DISTRICT DETAIIS. m W a
9. AlL IAANHIXES SHALL BE AIR TIGHT AND VACUUM iESTE� IN �� �
ACCORDANCE 1M7H pSTRICT REOUIREMEN7S.
10. CON7FiACTOR 9iAt1 WSTALL CLAY CUTOFF WALLS 70� Q
UPS1FtEAA1 OF qLL 1AANHOLES NHERE GRWNDWATER IS �
ENCWN1ERm. � a
77. ALL POTABtE AND HON-POTABLE WATEft SERNCES SHALL BE �
3/4' T1PE-K COPPER ON A SINGLE MEiER PIT AND 1' _
TYPE-K COPPQ2 ON DUAL PITS UNLESS OiHERN7SE NOTED. �
METER PR'S SHALL BE LOCATED 1MiHIN iHE EASEAIENT AND Z
SHALL NOT BE LOCAlID UNDER DRIVEV/AYS OR SIDEWALKS. O
12- LANOSCAPING NilNiN hiE 7RA1� EASEMENT SHALL BE PROVIDED
IN ACCOFtDANCE Mi7H ALL APPLJCABIE Cltt CODES AND N1LL C
REMAIN TNE RE�ONS�8ILIN OF iHE UNDERLYING LANDONNER. G
LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM
THE 1RAIL SllRFACES AS SPEpFlED IN iHE 1F2AIL AIASiER
PUN. SPRAY IRRICAiION, IF REWIRm, �iALL BE DESIGNED
AND MUNTaNm TO AVOID OVER SARA�NG ONTO iHE TRaL
13. TNE qTY IS RESPON5181E FOR iHE LONGTERM MAINiENANCE
OF hIE REpONAL TRNL MiTHIN 7HE �EVELOPMENT.
1AAINTcNANCE CONSISlS OF SNONPLOMINC OF hiE PAVED
SURFACE, OCCASIONAL $EASONAL MONING 23� ADJACENT TO
THE iRNL SURFACE, REPAIRINC/REPUCINC SURFACE DAMAGE
OF 7HE iRA1L, AND ALL OiHER LANDSCAPING MAIN7ENANCE
� IN hIE EASEMENT.
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150, C900 PVC, BURIED WIiH 5 TO 6 FEET OF COVER UNLESS
OTHERNISE N07ID AND/OR APPROVED BY THE DISTRiCT.
2 CONiRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET
HOR20NTAL SEPARAiION BETMIEFN WAiER AND SEVIFR MAIN
. UNES AND SERVICES.
3. WHERE WA'fERtJNE CROSSES A SEWEFt LINE AND 7HE VERi1CAL
SEPARATION IS LESS THAN 18-INCHES. 1}iE CON1f2ACTOR
�-.-� � {. SHALL CEPIiER iHE WAiERIJNE OVER THE CROSSNG SUCH
� �n I�^ �� ,1 �,-� ' +' 7HAT NO PIPE JOIN75 ARE WIiHIN 10-FEET OF hIE Ck059NG.
�C � ` � \ _ � `/� ' � t'-f ' GREATERGSHALL BE NSTALLED.LAI1NC LENGhI OF 18-FEET. OR
� t C 4. ALL EXISTING U7ILJTY LOCATONS SHOWN ARE MPROXI4ATE
` i�,`, ,,.. Y� AND NEED TO 8E VERIFlED BY hIE CON7RACZOR PRIOR TO
�•4 CONSiF2uC710N. Z
� vt{��1.:-ll �� �r. � 5. NO 7f2EE(S) SHALL BE IOCATET `��-.,N 10-FEEf OF DIS7PoCT O
FAGUTIES. �
�(r � 6. ALL HYDRANT iEES ON �nE MAIN UNE SVIALL BE SMVEI. TEES
� UNLESS OhiERN1SE N07ED.
��_a.��� �( 7. SANITARY SEMQ2 SER�"_5 SHALL BE 6" PVC UNtESS �
�� V,E: . Y - ' OTHERKiSE N01ED.
� t G� O,S -f � , t� - e� on���w� NOIEDMALL SANITARYLLSEWE Mu�Ho�sH�u s m�
� P �I 0 [, l� <� PER STANDMD BOXELDER SANITATON DIS7RICT pETAILS. W
I �� � 9. ALL AIANHOLES SHALL BE AIR TGHT AND VACUUM iES7ED IN ��
ACCORDANCE N1iH qS7RICT REWIREMEN1S. y)
,Q ( 10. CON7F2ACTOR SNALL INSTALL CLAY CUTOFF WALLS 70' Q
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� /� ENC W NiERm,
r w , . � 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE � a
��E.3 �' r��� �r� 3/4' TYPE-K COPPER ON A SINGIE ME7ER PIT AND 1' Q
` A 3 � ME7EERKPITS SHA BE LOCATID VATHIN�7HE EASEAIEN�D ~
(� � SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. Z
L r� � 12. LANDSCAPiNG N1iHIN iHE li2AIL EASEMENT SHALL BE PR0�10:� O
�' r � � F IN ACCOftOANCE N1lH ALL APPUCABLE CIiY CODES AND NiLL C
��`�. � REMAIN 7HE RESPONSIBILITY OF ?HE UNDERLYING LANDOMNER. G
LANDSCAPING A1UST PROVIDE ACCEPTABIF CLEARANCE FROM
� � �.:' C � THE 7RAIL SURFACtS AS SPEpFlm IN THE 1RAI! IAASiER
� 1 � ��/. .- . PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNm
! U �.{ �.1. AND MAINTAINED TO AVqD OVER SPRAYING ONTO THE iRAIL
� � F 7 1�i `'�� 13. THE qiY IS RESPONSIBLE FOR 7HE LONGTERM IAAIN7EHnNCc
/� f r OF 1NE REqONAL iRAIL NITHIN 1NE DEVELOPMENT.
li� � fy� e t � C � MNNTENANCE CONSIS7S OF SNONPLOMiNG OF hiE FA\'ED
SURFACE, OCCASIONAL SEASONAL MOYANC 23' ADJACENT TO
T �. hIE iF2All SURFACE, REPAIRINC/REPUpNG SURFACE DAMAGE
OF i1E 7RAIL AND ALL O7HER UNDSCAPING MAIN7ENANCE
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VAiHIN THE EASEMENT.
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1. ALL PO7ABtE h NON-POTABLE WATER MAINS SHALL BE CLASS
150, C900 PVC, BURIm VA7H 5 TO 6 FEET OF COVER UNLESS
OiHERY115E NOIED AND/OR APPROVED BY THE �ISTRICT.
2 CONIRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET
N'p""'.TAL SEPARAiION BElWEQI WATER AND SEWEft MAIN
hr_5 AN� SERNCES.
3. WF#RE WAlERL1HE CROSSES A SEWEft UNE AND THE VERi1CAL
SEPARAl10N IS LE55 hIAN 1B-INCHES, h1E CONifiACTOR
SHIU1 CENiER 7HE WAIERIJNE OVER THE CROSSING SUCH
ni�r �+o �,a�Nis u� rnni� io-e� oF nie cRoss�Ne.
ove �r+cni oF aw�. x�TM � urdc �cni oF �e-r�r, oR
GREATER SHALL BE INSTALLm.
4. ALL DOSTING UiIIJTY LOCAiIOHS SHOMN ARE APPROXIMATE
AND NEED TO 8E VERIFlED BY 7HE CONiRACTOR PRIOR TO
ca+srnucna+. O
5. NO TREE(5) SHALL 8£ LOCAiED 1NiHIN 10-FEET OF DISTRICT
FAqUiIES
6. ALL HtDRANT lEES ON hiE YAIN LINE SHALL BE 51NVEl. lEES (n
UNLESS OIHERM9SE NO7FD.
7. SANfTARY SENER SFRNCES SHALL 8E 6� PVC UNtE55 �
O7HERNiSE NOIED.
8. SANRARY gMQ2 4ANHOLES SHALL BE 48' DIAIAET�" UNLESS
OTHERIMSE NOlID. ALL SANITARY SEMER MANHC':a S"'�" ' m
�x sTu+ouzo eoxan� sr�iT�non as�icT �u�s.
9. ALL YANHOLES SHALL BE AIR TICHT AND VACUUM iESTED IN � u
ACCORDANCE NiTH qS7R�CT REWIREAIQl1S '! V
70. CONiRACTOft SHALL IN5TA� I�,,Y c�,To� - - a
UPSTREAAI OF ALL MANh..._.. ..HFRF G. ,,,/NDWA7EHy15 Q=
DICWN7EJim. ` n
11. All POTABIE ANO NON-POTABLE WATER $ERVICES SIiALL BE �
3/4� TYPE-K COPPER ON A SINGIF IAEiER PIT AND 1' Q
iYPE-K COPPER ON WAL PITS UNLESS Oh�RN1S£ N07ED. �"�
YETER PI7S SHALL BE LOCATED N�'HIN TNE EASEMENT AND Z
91ALL NOT BE LOCA'fID UNDEA ,�Y(AVS OR SIDEWALKS.
12 LANDSCAPtNC NITFi1N TH� ^ ,��T g{ALL BE PROVIDm O
IH ACCORUANCE 1MT+ _ NUCABLE GT1' C�DES AND M1LL C
�NN T� 4"' fY OF THE UNDfRLY1NG LANDOMNER. c
���� �- PROVIDE ACCWTABLE CLEARANCE FROM
T� ' .,�RFACES /S SPEdFlm IN 7HE iRAIL IAASTER
r..Nr. SPRqY IRRICATION, IF REWIRED, $HALL BE DESIGNED
P`: D 4 A I N T A I N E p T O A V q D O V E R S P R A N N G O N T O h i E i f 2 A I L
13. THE dTY I$ RESPONSIBLE FOR TiE L�NG7ERM MAINiENANCE
OF hIE REqONAL 7RAIL WIhIM THE DEVELOPMENT
1AI,MTENANCE CONSISTS OF SNOMPLOMSNG OF hIE PAVED
SURFAC� OCCASIONAL $EA$ON,q� 1Ap1MNG 23� ADJACENT TO
7HE 1RAIL SVRFACE, REPNRINC/REPUCING SURFACE DAMAGE
OF iHE 7RAIL MID ALL Oh1ER LANDSCAP�NG MAINTcNANCE
w�niw n�e e�a+T.
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Ho�s N . T. S.
�. �� �,
1- ALL POTABLE 3 NON-POTABLE WAlER YNNS SHALL BE CLA55
150. C900 PVC, BURIm WITH 5 TO 6 FEET OF COVER UNLESS
OhIERM75£ NOiED AND/OR APPROVED BY THE pSiRICT.
2 CON7RACTOR SHALL MAINTAIN A MINIMUM OF 70-FEET
HOF2IZONTAL SEPARATION BETWEQI WAIER AND SEWER YNN
UNES AND SERVICES.
3. WFIFRE WATERUNE CROSSES A SEWER LINE AND lTff VFRTCAL
SEPARAiION IS IESS iHAN 18-INCHES, 1TiE CONIRAC7DR
SHALL C£TIli72 THE WAIERUNE OVER 7HE CR059NG SUCH
THAT NO PIPE JqN�- ��- MAIHIN 10-FEET OF iHE CR059NG.
ONE LENCTH OF PIPE. M. � n�nYG LENG7H OF 18-FEFf. OR
GREATER SH/�11 8E INSTAt...
4. ALL E7tl$T1NG UT" "V LOCA710N5 SMOMTI ARE APPROXIMATE
AND NEF^ ' .'cRIFlED 8Y 1HE WNIRACTOR PRIOR TO
cor�s�„� non.
5. NO iREE(5) SHALL BE LOCAlED WIIHIN 10-FEET OF DISTPoCi
FAqUTIES.
6. ALL HYDRANT 7EE5 ON THE AIAIN tJNE SHALL BE SYAVFL TFES
UNLESS OhIERW15E NOlED.
7. SANITARY SEWER SERVICES SHALL 8E 6' PVC UNlESS
on��-wse No�o.
���ARY SENER AIANHOLES SHALL BE 48� DIAIIEiEH UNLESS
OhIER`MSE NOlED. ALL SANITARY SEM�ER MANHOIES SHALL BE
PER STANDARD BOXEIDER SANITA710N q57RICT DETAI�S.
9. ALL MANHOLES 9iALL BE AIR 71CHT AND VACUUM iESTED IN
ACCORDANCE N9hl qSiRICT REOUIREMF11T5.
10. CON7RACTOR SHALL INSTALL CLAY WTOFF WALLS 10'
UPSTREAM OF ALL MANHOLES N4iERE GRWNDWATER IS
ENC W N7ERm.
il. ALL POTABLE AND NON-POTABLE WATER SERMCES S11ALL 8E
3/4� TYPE-K COPPER ON A SINGLE METER PIT AND i'
iYPE-K COPPER ON DUAL PI75 UNLESS OiHERN15E NO7FD.
METER PIlS SHALL BE LOCATED YA7HIN lHE EAS�AENT AND
9iAL1 NOT BE IOCAiED UNDER DRIVEWAIS OR SIDEYIN.KS.
72. LANDSCAPING 1NhI1N i}iE iRA1L EASEAIENT SHALL BE PRONDED
W ACCORDANCE N1TH ALL APPUCABIF p�' CODES AND N1LL
REAIAIN iHE RESFONSI&LJN OF hiE UNDERL7INC LANDONNER.
LANDSCMING MUST PROVIDE ACCEPTA&i CLEARANCE FROM
THE 7RAll SURFACES AS SPEdFlm IN hiE TRAIL MA57IIt
PUN. SPRAY IRRIGAl10N, IF REOUIRED, SHALL BE DESIGNm
AND MAINTAINEO TO AVOIO OVER SPRAYING ONTO h1E 7R/JL
13. THE CIN IS RESAONSIBLE FOR THE LQVG7ERM YAINTENANCE
OF lHE REqONAL 7RNL N7THIN h1E DEVELOPIAETJT.
IAAlNTENANCE CON515T5 OF SNONP�OWINC OF 1HE PA4FD
SURFACE, OCCASIONAL SEASONAL YONiNG 23' ADJACQIT TO
THE TRAIi. SURFACE, REPAIRING/REPUqNG SURFACE D/WACE
OF 7HE 1RAil, AND ALL OlHER LANDSCAP�NG AIAIN7ENANCE
N1lHIN 7HE EASEMENT.
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ra�s N . T. S.
1. ALL POTABLE k NON-POTABLE WAiER AIAINS SHALL BE CLASS
150, C900 PVC, BURim M9hl 5 TO 6 f'EEf OF COVER UNLESS
OTHERN75E N07ED AND/OR APPROVED BY lHE OISTRICT.
2 CAN7RACTOR SHALL MAINTAIN A MINIMUAI OF 1�FEET
HORIZONTAL SEPARATION BEIWEQI WATER AND SENQ2 MAIN
11NE5 AN� SERVICES.
y� 3. WHERE WAiERl1NE CROSSES A SEWER L1NE AND 7FIE VERTCAL
SEPARATION IS LESS THAN 18-INCHES, iHE CON7RACTOR
V� SHALL CEN7ER iHE WAiERl1NE OVFR THE CROSSNG SUCH
7HAT NO PIPE JOIN7S AF2E VATHIN 7P-FEET OF iHE CROS9NG.
ONE LENG7H OF PIPE, N17H A UYING LENC7H Of" 78-l�f, Ofi
� CREAiER SHALL BE INSTALLED.
4. ALL EXISiING U7ILJTY LOCATONS SHOMN ARE APPROXWATE
AND NEED TO BE VERIFlm BY iHE CONiRACTOR PRIOR TO
( cor�smucnon. O
5. NO 7F2EE(S) SHALL BE LOCAIFD YA7HIN 10-FEET OF DISiRICT
FAqL17IES.
6. ALL HYDRANT lEES ON lHE NAIN LINE SHALL BE SYAVE� 7EE5 (n
UNLESS OTHERNISE NOlED.
7. S/WITARY SENiER SERVICES SHALL BE 6' PVC UHl£SS ' Z
OIHERM9SE NOiID. Q
8. SAHITARY SEWER MANHOLES SHALI BE 48' DIMIETER UNlFSS � � J
OTHERM9� N07ED. ALL SANITARY SENII2 MANHOLES SHALL BE
9. � MANHDOLES SHALL BE AI�R�7IGHT ANDS�ICUUM�T;�_:' IN �� a
ACCOFiDANCE N17H qS7RICT REWIREIAENTS. '^
10. CONTRACTOR SNALL INSTALL CLAY CUTOFF WqLLS 70' v, Q �
UPSIF2EAh1 OF ALL MANHOLES N4iERE GRWNDWATER IS �
ENCWNiQtm. ; a
71. ALL POTABI£ AND NON ��^' " WAIER SfRNCES SHALL BE �
3/4� 7YPE-N COP�' �„ � S1NGlE YEiER %T AND Y Q =
lYPE-K COPP� „y� DUA_ r N�� 01HERM15E NOIID. �
A1E7ER Pli'S , a LL B E L O C A T F L � THE E���dENT AN D Z
S41�LL "." !fE LOCA7ED UNDER Dn. ., SIDEWAU(S. O
12 LAN� :ING N17HIN iHE TRAII EASEYCNi SHALL BE PRONDED
�� 'OR�ANCE M11H ALL APPUCABLE pTY CODES M1D M1LL C
._rAAIN hIE RESPON51&LJTY OF THE UNDERLYIN6 LANDOWTlER. `
LANDSCMINC MUST PROVIDE ACCEPTABIE CLEARANCE FROM
iHE iiLVl SURFACES AS SPEqF7E� IN THE iF2NL MASTFR
PLAN. SPRAY IRRIGATION, IF REWIRm, 91A1L BE DESIGNm
AND AIAINTAINED TO AVOID OVER SPRAYIHG ONTO 7HE TRAIL
73. hiE CITY IS RESPONSIBLE FOR 7HE LONG7ERM MAINiQ1ANCE
OF THE REpONAL 7RNL M1Ti1N THE DEVELOVMEr1T.
MAINTENANCE CONSISIS OF SNOMPL0IMNG OF 7ME P��£D
SURFACE, OCCASIONAL SEASONAL A10VANG 23' ADJACQ7T TO
THE 7RVL SURFACE, REPAIRiNG/REPLApNG SURFACE DAMAGE
OF iHE iRA1L, AND ALL OiHER UNDSCAPING 1ANN7EHANCE
NiTHIN 7HE EASEMENT.
�� CYJR1-'N:G`ENG":EE.c
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�� N.T.S.
7. ALL POTABtE h NON—POTABLE WAiER MAINS SHALL BE CLA55
750. C900 PVC, BURIEp VAiH 5 TO 6 FEET OF COVER UNLE55
07HE�+�"�F �i^'*"' �'ID/OR APPROVED BY iHE DISTRICT.
2 CONTRA�,un S7fALL MAINTAIN A M�NIMUM OF 70—FEET
HORIZONTAL SEPARAiION BEiNEFN WAiER AND SEWER MPJN
S AND SERVICES.
J. WFiERE WAlEFiL1NE CROSSES A SEKEfi IJNE AND iHE VER7ICAL
SFPARAiIOH IS LESS 7HAN 18—INCHES, THE CONiF2ACTOR
SHALL CEN7ER 7HE WAlERL1NE OVER hiE CR055NG SUCH
THAT NO P{PE JOINTS ARE M17HIN 10—FEE7 OF hIE CROS::'�:.
ONC LCNOiii Of" PIPE. N77H A UYfNO LEIJGTH OF 78—FEET, OR
GREA7ER SHALL BE INSTALLED.
4. ALL E70SiING UTILJN LOCATIONS SHOWN ARE APPROXIMAiE
AND NEED TO BE VEfiIFlED 8Y hiE CONlf2ACTOR PRIOR TO
cor�smucnorr.
5. NO 7REE(S) SHALL BE LOCAiED YA7HIN 10—FEET OF DISif21CT
FApUTIES.
6. All HY➢RANT TEES ON hIE MAIN LINE SHALL BE SIMVEL TEES
UNLESS 07HERM1SE NOTED.
7. SlWITARY SEN4R SERVICES SHALL BE 6' PVC UNLESS
OTHERWISE NOIFD.
8. SANITMY SENE32 AIANHOLES SHALL BE 48" DIAIAElER UNL£SS
OTHERVASE NOiED. ALL SANITARY SEMcR MANHOLES SHALL BE
PER STANDARD BOXELDER SANITA710N DISiRICT DETAILS.
9. ALL MANHOLES SHALL BE AIR 71CHT AND VAWIIM iESiED IN
ACCORDANCE 1MTH DISTRICT REWIREMEN75.
�" :N7RACTOR SHALL INSTALL CLAY CUTOFF WALLS 10�
UPSTREAM OF ALL MAN:-.,.__ MiERE GRWNDWAiER IS
11. ALL POiw�c nND NON—F�,. 'r4 SERVICES SHALL BE
3/4' TYPE—K COPPER ON A SINGIE M�._n PIT AND '"
T1PE—K COP?ER ON DUAL PI7S UNLESS OTHERw' ..JTED.
IAEIER PITS SHALL BE LOCATED YA�� � ��.,.�ENT AND
SHALL NOT BE LOCA'fID UNDER DRIVEWArS OR SIDEWALKS.
12 LANDSCAPING 1MlHiN iH£ TRAIL EASEMENT SHALL BE PRONDm
IN ACCORDANCE Ni7H ALL APPLJCABLE Gtt CODES AND YALL
REIIAIN 1HE RESPONSIBILJTY OF iHE UNDERIYING LANDONNER.
LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM
THE iF2AIL SURFACES AS SPEpFlm IN THE iF2AIL NASTER
PUN. SPRAY IRRIGATION, IF REWIRED, 91ALL BE DESICNED
AND IAAINTAINm TO AVqO OVER SPRAVING ONTO 7HE TRAII.
13. iHE pN IS RESPOtJSIBLE FOR hiE LONGlERM MPJNiENANCE
OF 7HE REGIONAI TRAIL N17HIN 7HE DEVELOPMENT.
AtAIN7ENANCE CONSISiS OF SNONPLOMING OF THE PAVED
SURFACE, OCCA90NAL SEASqJAL MOVANG 23' ADJACENT TO
hiE 7RNL SURFACE, REPAIRING/REPUCINC SURFACE DAMAGE
OF 7HE TRP1L, AND ALL OhiER LANDSCAPING IAAINiENANCE
MITHIN 7HE EASEMENT.
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KEY MAP
rro�s N . T. S.
1. ALL POTABi.E h NON-POTABLE WATER MAINS SHALL BE CLASS
750. C900 PVC, BURIED N1TH 5 TO 6 FEET OF COVER UNLESS
OIHERVASE NO7W AND/OR MPROVED BY THE DISTRICT.
2 CONTRACTOR SHALL AIAINTAIN A MINIlAUM OF 10-FEET
HORIZONTAL SEPARATION BETNiEN WATER AND SENII2 MAIN
UNES AND SERVICES.
3. WHERE WAlERLINE CROSSES A SEHEft UNE AND 7HE VER7ICAL
SEPARATON IS 1E55 7HAN 18-INCHES, h1E CONTRACTOR
SHALL CENiER 7HE WAiERLJNE OVER THE CROSSING SUCH
THAT NO PIPE JdN'f5 ARE N1hiIN 10-�EET OF iHE CROSSING.
ONE LENCIH OF PIPE, N7h1 A�' �,=NGIH OF 1B-FEET, Q4
GREATFR 9iALL BE IHSTAL� �
4. ALL E7�Si1NG UTIUT' '" .,,t,S SHOWN ARE APPROXIMATE
AND N� TO o� ._..e 2D BY THE CON7RACTOR PRIOR TO
cor+srnucna�.
5. NO 1REE(�` SMALL BE LOCAlED YAhIIN 10-fEET OF DISTRIC7
FApL1Tic:,.
6. ALL H�DRANT iEES ON hIE MAIN LJNE SHALL BE SNIVEL iEES
UNl£SS OhiER1NSE NOTED.
7. SANITARY SENER SEFtVICES SHALL BE 6� PVC UNLESS
on���se r+o�n.
8. SANITARY SEMER AIANHOLES SHALL BE 48� DIAME7ER UNLESS
Oh1ERN15E N01ID. ALL SANITARY SEWER MANHOIES SHALL BE
PER STANDARD BOXELDER SANITATON DISiRICT DETAILS.
9. ALL MANHOLES SHALL BE AIR i1GHT AND VACUUM TESTED IN
ACCORDANCE N9TH D157RICT REWIREMENTS
70. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 70'
UPSiREAM OF ALL MANHOLES NHERE GRWNDWATER IS
FNC W NTERm.
77. ALL POTABtE AND NON-POTABLE WATER SER�ICES SHALL BE
3/4� TYPE-K COFPEF2 ON A SINq_E MEiER PIT AND 1'
TYPE-K COPPQi ON DUAL PITS UNLESS Oh1ERM15E NOTED.
ME7ER PIiS SHALL BE LOCATED 1NTHIN hIE EASEMENT AND
SHALL N0T BE LOCATFD UNDER DRI�EWAYS OR SIDEWALKS.
12. LANDSCAPING N7THIN iHE iRAIL EASEMENT SHALL BE PRONDED
IN ACCORDANCE N1hl ALL APPUCABLE qTY CODES AND M7LL
REMAIN 7HE RESPONSIBIlJ1Y OF iHE UNDERLYING LANDOHNER.
IANOSCA%NG MUST PROVIDE ACCEPTABLE CLEARhNCE FROM
7HE 7RAll SURFACES AS SPEGFlm IN iHE iRAIL MASiER
PI.AN. SPRAY IRRICATION, li' REWIRm, SHALL BE DESIGNED
AND MAINTAINm TO AVOID OVER SPRAIING ONTO THE TRA1L
13. THE CIiY IS P.ESP04SIBLE FOR THE LONCTERM MFJNTENANCE
OF hIE REpONAL 7RAIL 1NTHIN 7HE DEVELOPMENT.
MAINTcNANCE CONSISlS OF SNOWPLONiNG OF 1HE PAVED
SURFACE, OCCASIONAL SEASO�AL AIONiNG 23' ADJACENT TO
TriE TRIUI SURFACE, REPAIRING/REPUqNG SURFACE DAMACE
OF hIE iRAll, AND ALL OTHER I.ANDSCAPMG MAINIENANCE
WIiHIN THE EASEl1ENT.
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KEY MAP
� � N.T.S.
1. ALL POTABLE h NON-POTABLE WATER MAINS SHALL BE CLA55
150, C900 PVC, BURIED VATH 5 TO 6 FEET OF COVER UNLESS
OTHERNISE NOIED AND/OR MPROVED BY iHE DISTRICT.
2 CONIRACTOR SHALL AIAINTAIN A MINIMUM OF 10-FEET
HOPoZONTAL SEPARATION BETYIEEN WAlER AND SENER MAIN
LINES AND SERNCES.
3. WHERE WATEF2LJNE CROSSES A SEWE32 IJNE AND 7HE VERTICAL
SFPARAiION IS LESS THAN 16-INCHES, hiE CONTRACTOR
SHALL CENiER 7HE WATERLINE OVER TNE CROSSINC SUCH
TNAT NO PIPE JOINiS ARE WITHIN 70-FEET OF THE CROSSING.
ONE lENG7H OF PIPE, N1lH A UYING LENG7H OF 78-FEET, OR
GREA7ER SHAIL BE INSTALLED.
4. ALL EXISTING Ui1LJTY LOCA710N5 SHOWN ARE APPROXIMATE
AHD NEED TO BE VIItIFlED 8Y THE CONiRACTOR PRIOR TO
ca+srnucnor�.
5. NO TREE(5) SHAIL BE LOCAIED MATHIN 1�FEET OF DIS7F2�CT
FAqLITIES.
6. ALL HYDRANT IEES IXJ THE IAAIN LJNE SHALL BE SMIVEL lEES
UNIESS OhIERM95E NOTID.
7. SANITARY SEWER SERVICES SHALL BE 6' PVC UNlESS
on���sF No�n.
8. SANITARY SENER AIANHOLES SHALL BE 48' DIAMETER UNIFSS
O1HERINSE NOTID. ALI. SANITARY SEM£R A1ANHq.ES SHALL BE
PER STANDARD 80XELDER SANITATION DISIRICT DETAILS.
9. ALL MANHOLES SHALL BE AIR TICHT AND VAWUM iE57ED IN
ACCOf2DANCE NIiH DISTRICT REOUIREAIENTS.
70. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10'
UP57REAN OF ALL MANHOLES NtiERE GRWNDWAiER IS
ENCIXJNTQ2EU.
17. ALL POTABLE AND NOH-POTABIE WATER SERHCES SHALL BE
3/4" iYPE-K COPPER ON A SINqF IAEfER PIT AND 1"
TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE N07ED.
AIETER PITS SHALL BE LOCATED VAiHIN lHE EASEMENT AND
SHALL NOT BE LOCAiED UNDER DRIVEVfAYS OR SIDEWALKS.
72. LANDSCAPING N1hIIN 1HE TRAIL EASEMENT SHALL BE PRONDm
IN ACCOR9ANCE N1TH ALL APPLICABLE GTY CODES AND N7LL
REMAIN iHE RESPON�BIUTV OF iHE UNDER�I1NG IANDOVMER.
LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM
iHE lF2All SURFACES AS SPEqFlm IN 7HE iRAIL A1ASiER
PUN. SPRAY IRPoGAl10N, IF REQUIRED, SNALL BE DESIGNED
AND MAINTAINm TO AVqO OVER SPRAI1NG ONTO 7HE iF2NL
13. iHE CITY I$ RESPqJSIBLE FOFt 7HE LONGTERM MAIN7F1lANCE
OF THE REqONAL 7RAIL WIhIIN iHE DEVELOPMENT.
MAINlENANCE CONStST$ OF SNONPLOMING OF 7HE PAVED
SURFACE, OCCASIpJAL SEASONAL M01MNG 23' ADJACENT TO
hIE iT2M SURFACE, REPNRING/ftEPUqNG SURfACE DAAIAGE
OF 1HE iRNi, AND ALL OiHER LANDSCAPING MAIN7ENANCE
1NTHIN 7HE EAS�AENi.
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� MAv 1. 2024
50 0� 147