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' BOND BR6AKER 4 MIL POLYETHYLENE DIS7RICT BOivD BREAKER 4 Mi U M�
PIASTiC EVERYWHERE CONCRETE APPROVED ' MI PI.�AS�TIC M � z m�r'"'°
CQNTACI'S PIPES FlmNGS. BOITS. & BEDDING � � IftllllllllllllllllHlilll_ N m
_ NUTS. ALL NUTS SHA�I. BE ON THE �g�i
SIDE OPPOSITE TNE THRUST BL6CK . .�: . \ / � Moa,"�c�
SO A$ TO BE ACCESSIB�E FROM 7HE - , ,z � ��o�
IF 'THE DISTANCE TO 7HE TOP OF THE OPERATING TAPPED SIDE OF 7NE MAIN. � ' s ..�+.�ti�� _�!,�. r �a Q
NUT 70 TF#E TOP OF THE VALVE COVER IS _ . �'*t,::-m��+ *
, ��.:;�' �"�'`''r'*�� � 'ZU���-
GREATER THAN 9. AN fXTENS10N STEM WILL 8E �
REQUIRED ON 1NE OPEf2ATtMG NUT. THE 'x1�; 90• . :� �•� �po�
� + �=��i
"� � -� :,' .�•` III III Wz���
EXTENSION MUST B� SECURED TO THE VALVE F�.r
. OPERATING NUT. y I I ; .M' �,,a •+ s�•+ � LL�z���
�•«,. BONO BREAKER 4 MIL 'f~ �:� �' ION��� (I�I �W o
APPROXIMATE DITCH UNE AT 1:1 CQNCRE7E - ' ...M.• PLASTIC (TYP) � '' � Z�'�`�
EDGE OF 7RENCH '�_' • POLYETHYLENE .,•. . �,�''':R z"�
,.•a-. ..•.: �
. . . . . . . . . . .+.fii°' III
B OC UNDISTURBEp '�W 'r
.� ,,� .� �7}t SEE VERTICAL THRUST �omp�
�
CAD WELD FROM PIPE TO PIPE .
BLDCK DETAIL F�R S1ZING IIII mc>
" o .... (�I�W p,
DEEP 7�l'PE . � � DOUBLE 45 BENDS TO VERTI�AL THRUST BLOCK SEC110N
. • . • M1 • � • - . . ••� . -• ....� WIRE SHALL EXI7' VALVE SQX Up . .�..
: ' . .. . ; . . • • • '��•' ... � . � . �. - .. PIPE 6" BELOW + •'�•%=�' ;, 5EE PARALLEL BENDS . Of►IIPLE A_�RN a
.. . . . .. .. . . ..+- . '• .�
'. . GRADE •.'• ; :, O DETAI� FDR SIZING 3/8' PLYWO�D FORMS �y��.a���R t�,
'•• �w.' ..�� � DISTRICT > �fi�asQa¢ } f ,,,gf
. :'.': .�''` APPRONED THESE OETAILS s„��5.°a���c" � "����'�`�
�"!'- •.'.' BEDDIMG � w P
D I S T R I C T A P P R O V E D . / ` . - 1 0 G A U G E I N S U L A T E D C O P P E R W I R E A R E T O B� ��,�°, '�„`� �' `�h�.;; f
� � � � :•- •. . - TAPPING � w
_ COMPACTED, BEDDING ���i\���� \ � /�f�/�i SffALL BE INStALLED NATH ALL PIPES ,�� FOLIOWED FOR . , 2' :
. .. .. • .. -. . _ .- _ , ..�-� _ SI.E�VE i'APPING GATE . . . `
: ••, . . • .�`• � UNDISTURBED VALVE �,,� EVERIC FlT11NG IN . _..' � ...
. �,, . . _ �. 1HE INSTALLAI'ION s• •R.; . � �° x,- ,_, r.
._. . . ... . . -S . '' WRAP 10 GAUGE INSWLATED �y °. 1 • EARTH a:�. �; =�' � `
. � . . . �t� .y• ' . . . _ . . . •� •• . . '�^. � . .
�„ �,,./ COPPER WlRE OVER VALVE BOXES, ._ • .- • ; ., �• �•' >. .
PROVIDE SLACK ON WIR� -� *. � •4°-<1 � �� �.j� .4•4.•y EARn�RBED �': �w.-.•:,Y � b �°a' .-.
� � . . . . . � � � . � � :.w� .� . •�'�� ' - . , � - � I I � � � y•. t! . � � ,•.• � .� ��ysn Y^�j�� -i."^yht J . � .
.r� �,r,°.Y.: - - , t � BDND BREAKER 4 MiL y: .,- •.'+.- •xf� ,,r � :�a�" d
y- ;;.- ' ;. � �C� � ROLYETHYLENE xa>�` W
_ '.>:; �... .�.r . PLASTIC (1'YP) ,( �� r x,r,,�:.�s6�;f{•r° �
_ • �w, _ '. . . . . . 1'-0"�- S"�� MINIMUM BEARING
a� UNDISTURBED :.�.�-'_'•`�_-'' - '°"s;° ER CE 7A S) (TAPS 4 AND OVER) PLYW��D FORMS - MINIMUM 3/8` SURFACE AREA -
SOIL .. �-' . ' -�. .��•-' - PLAN �R DISTRICT APPROVED �QUIYALENT _
- --- -- - -- -,;;- -��"�{4 � ,� �` COMPACT BACKF'tLL TQ 983� STANDARD SQ. � DEAD E[�D PLAN
._ ��."-��- � PROC70R TO SURFACE TO SUPPORT �
MARKING TAPE TO
� w�~ . • ''`` j VALVE BOX BE PLACED 24" MWIMUM BEARING SURFACE -
. _ r ,--�, . "�
- � - - .:�_-= � � AREA - SQ. FT
ABOVE TOP OF
;,.,-.` � PIPE OR ANY � �
� j� �� . C�NCRETE THRUST BLOCK PROTRUSION
,% � `-;� :., • =k� ./��/ GRADE
. M
_ � ' � : � _� �.= BREAKER 4 MIL
/� ;. . ..,
��\•.•" . �',�, :,_ _ :. � .�_'� ��� PLAS C YLENE
,�/��/.�_ � � Y / � VALVE BOX BOTTOM �.�p� � �
� � \\�\\% ��,� �,�ti ��' � : �
MEGALUG 1��\i l ., � •���\ �� VALVE BOX � � ;�. '`
�� ��.;.;a,�:�>, ., �,� � ��
����� "=` �':.c•• ����/ '•.'��'� LOCATION TAPE TO BE -�---�-AND GATE ° •=-' ::�-: INIMFJM BEARING 2 3 •' �, ;. ��
����� -�•'. K ' GAT� VALVE '�� PIACED 24" ABOVE 74F VALVE : =..�, . - O.b.PIPE _' '•.,•';;��
\�/��9."" . '�- %�j�'�� P✓' OF PIPE OR HIGHEST .: r SQR�A� AREA .�. • �
\��\.. :;; �\��� � PROTRUSION t -~ •%.�•~ '.- � .�r ' _ .';. /
. . . .. � `'�' �a �
o Q 10 GAUGE INSULATED �/�/:; �=,'._ 6_ �/f r�"� 10 GAUGE INSULATED COPP6R W1RE • �• � � C� �
COPPER WIRE TO .. _ `- �� .r
F4LLOW WATER MAIN ���/,�.: _•";:'=_ , 's* ��� ��,; $HALL BE INSTAU.ED WITH ALL PIPES p�YW00D FORMS - MINIMUM 3/8' BEDDING
� I / ,. _ . °,w.., �.•� �� .�� UNDISTIJRBED OR DISTRICT APpROVED EQUIVALENT MA'tER1AL UNDISTURBED W
❑ n� �
o C� ��,�- .�.se�:�::::_ ���, � fA�TM �� o
���'/���: �_ :�: =������_° �e°r ._ ,\�,�j ,�,,� ;r� - p�aN rrnicA� cRO�s sECnoN �
° ° / � y/; � -y��,i��. i�•-� f� � � �
! / /�/�%�/�/�/�/�/�•/'� � TApp�N� T�v'P�N� �A� MINIMUM sEARING SURFACE (SF)
.��'�\��\�������`�\��������\��\�`�� '� St�EVE � vA�vE MINIMUM BEARING SURFACE (SF) �'OR 201 T4 250 PSI
i�'�/���il//�/��/��/%�/i�/�����/� ' f . FQR 200 PSI AND L�SS �
. . . . . . . . . � � . � . . . . . . r� : � - , . . . . . .
�' � . -� SIZE BENDS TEE 4R SIZE BENDS TEE OFt �
FL X MJ GATE VALVE "` •. '•'. "•''• OF PIPE 11-1/4° 22-1/2 45° 90° DEAD ENU QF PIPE 1t-1/4° 22-1/2 45° 9A° DEAQ END O �
�,,�, ;,i :: :►
� � :• .. � 4' 1.3 2.5 �.5 4 6.4 '�" 1.6 3.1 4 4 8A � �
UND�RBED � ` �
^ EAR �� :A^•::-..; » �'4 \.� . �� 6" 1.3 2.5 5.0 9A 6.4 6" 1.6 3.1 6.2 1 t.4 8.0
p ( I 1 1 q , � 12 �, g' 7.6 3,1 6.3 11,4 S.0
`..� • -��: -;,.• 8" 1.� 2.5 5.0 9.0 6.4 � �
° o o �•, ,r� �: �.\ �, �i. `�,� a '�•'` » 10" 2.4 4J 9.25 17.1 12.0
A oo$ 10 1.9 3.8 7.4 13.7 9.7 �2» 3:4 6.? 13.1 24.2 17,1
0 12" 2J 5.4 10.5 19.3 13.�' r 1 �
UNI�ORM CONCRETE BLOCKS 16" 5.8 11.6 22,7 42.0 29J
�NO WOOD BLOCKING SHALI. 16" 4.7 9.3 19.1 33.6 23.8 V
BOND BREAKER 4 MIL PQLYETHYLENE E USED) ,. 20" 9.0 17.9 35.0 64.8 45.8 � �
� 2Q 7.2 t4.3 28A 51.8 36.6 SCALE� t�pNE
IN WET AND/4R UNSTABLE GFtOUND. pL,A5TIC EVERYWHERE CONCRETE sc�.E� NONE
��� NDNE �-�' NONE THE YRENCH BOTTOM WILL BE BROUGHT CONTACTS PIPES FiTTiNGS BOLTS GEI`�IERAL NOTES
GENERAL NOTES: , TO GRApE 1MTM 3/4" ROCK TQ & NUTS. ALL NUTS SHALL 8E ON +►�
1. TEES SHALL BE CON51pERED ON AN GFNERAL NOTE SUPPORT THRUST BLOCK TME SIDE OPPOSITE THE THRIlST ea�E Rtv� wArEa arro
INDIVIDUAC BASIS. ,ALL USE� OF THIS £nc� RivE�t vn1ER awb Ea� aI��R wa'�t a�ro GEt�ERAL NOTE �-E �R WA� � 1. MEGALUG RESTRAINTS SHALL B� USED IN �ONJUNCfiON WITH THRUST i
I SANITATION DIS7RICT BLOGK SO A5 'f0 BE ACCESSIBL.E SpNITATIOrt DISTRICT BLOCKS UNLE55 ENGINEERED. ���� SANITATIt�i DIS1'RICT �.d
APPUCATIQN SHAI1 FtEQUIRE PRIOR DISIRICT s�wITAT� DtStRIGr ���i�
�� FROM THE TAPPED SIDE OF THE '
A�7�� 1. VALVE BOX IS TO BE 1NSTALLED PLUMB, i c E S WILL BE 2. MINIMUM AREA REQUIRED WILL BE THAT OF AN 8 INCH MAIN .--•
APPROVAL. 1. NO TAPP N SLE VE �
2. MEGALUG RESTRAINT DEVISES SNALL BE LEVEL, AND CENl'ERED ON 2" NUt. ALLOWED WHERE PRESSURES MAY M�N• 3. ALL 1'HRUST BLOCKS SHA�� B� FORMED. TI-tE MINIMUM THICKNESS FORM �
REQUIRED ON ALL TEE APPI.ICA110NS GATE VALVE AND EXCEED 150psi WORKING PRESSURE WATER MAIN MATERIAL SHAU. B� 3/8" PLYWpOD.OR DISiRICT APPROVED EQUIVALENT. CONCRETE �
. 3. iNRUST �a�ocKS �n�� NoT BE AccEP�n TEE DETAIL BC1X ASSEMBLY ELEVATI(JN TAPPII�G DETAIL 4. BEARING AREA BASED ON SOIL BEARING PRESSURE QF 2000 LB/SF. THRUST BLOGKS �
. AS RESTRAINT.
�
�
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1. All water line cons�niction sholl confornn to ERWdtSD stond4rds and specifieations_ �
. Fl.AG ON HYDRANT TO �
NOTE: VALVES SHALL NOT BE IN5TALLED IN BAR QITCHES, IOCATE IN WINTER WHEN �
PROPOSED LOCATIONS SHALL �E APPROVED BY THE OISTRICT HYDRANT IS CQVERED IN 2. NI motarials and workmanship shall be subject to ir�spection by the district and/or its representatives. The dis#rict �eserv�s
PRIOR TO INSTAILATION. SN4W the right to accept or reject a�r mu#erials and warkmvnship that do not cohfortn to dist�ict standards or speafications. /
� 3. Compaction of ail trenches must be attained and compuction test results submitted to ERWSp and/or Eagle Cowty� and
Npine Engineering prior to acceptance.
INSUlATEO 10 GAUGE COPPER TRACER WIRE o 4. The Contractor shall at all times keep u §eporote full set af contract drewings muriced up to fully indicat+e os-buiit � �
SHALL BE INSTALIED IN 7HE WATER MAIN TRENCH. � conditions. Said drowings shall be provided to Npine Engineering upon completio� of the work. As-bu+it drawings will be
SURFACING OUTSIDE THE MAIN UNE VALVF °= compiled by Alpine Engineering prior to final acceptance. Co�ractor is to provide at least three ties from physical monuments
�QXES AND NEXT TO ALI. FIRE HYDRANI`5. 4�" PUMP NOZZLE
CADiN�1.DS SHA11 BE WELDED AT ALL (FACE TO TRAVELEO WAY} to all fitidngs� valyes, curbstops and manholes. per ERYY&SD regulfltions and requirements.
WAlER MAIN JOINTS AND FlTTINGS AND PRO- 5. Wnter moins sholl be canstructed with ductile inon pipe, AWWA C151� with push-on joints� AWWA C111� class 52. AII wuter y. g
TECTED WITH COAL TkR. THE CONTRACTOR GUARD VALVE WILL lines to have a minimum 7 feet of coVer. Alt service lines to have a minimum 8 feet of cover. m -'
__� SHALL TEST CONDUGTIVITY OF THE PIPE AND BE LOCATED ON THE
TRACER WIRE. lEE OFF THE MAIN 6. All water mains shall be hydrostatically tested in accp�dance w�th ERW&SD standards. Chlorine testing shall be done in
accordance with ERWdcSD standards.
4'-0"
I�ARKING TAPE TO O
BE PLACED 24" BREAKABLE FLANGE y�,� 7. Thrust blocks are required a� aA bends.
ABOVE PIPE OR » - 2-1 �" 8. Contact AEI for dates of aerial survey nnd field survey.
ANY PROTRUSION 8 MIN. - 12 MAX. CONNECTION `�'��f
ABOVE FINISHED GRADE
� 9. Provide 10" minimum horimntul separation between water and sewer lines or encase per Cotorado Department of Health �
N
. /. 1� . . . �' �� �; e�!� ,. � "�``�`�,`�, '��.��� requirements, F
Y� �� W_8 10. Mgles of woter line bends are shown only as a guideline; all bends have not been identified or dimensioned. and additional
�.�'��, FoR OETAI� horizontal and vertical bends may be required during constructio�. W
.,�,\�''��WATER MAINS TO E '
��BURIED AT 7'-9�' 50 MAX BRING 10 GAUG6 INSULATEQ 11. Alpine Engineering� Inc., assume.s no responsibil'dy for util'ity loc�tions. ft is the contractors responsbility t� field � } �
�,�COVER. VALVE BOX ' , COPPER WIRE TO SURFAGE
7-9� COVER,
SEE SPECIFlCATION A N D G A T E S E E S P E G I Fl C A T I O N S A T A LL Fl R E H Y D R A N T S verify the location of all util,'�ies prror to commencement of any construction. Z �
YALVE AND CONNECT TO MAIN � q �
• .�° t2. lay insulated copper wire along the water lines and �aylight per cu�ent ERWdcSD standards. sn � ,
4, . ,y LINE TR�CER WlRE > � ;
�*;f'`�; �, WATER MAIN �--TRACER WIRE 12' MIN. BEDDING �
` ' i�' MEGALUG DN TOP �F � l3. Mark all service ends with fence posts spray painted per their respective color with 6' steel, or 6'x4 x4" treated wvod post. � �
� �?•:, HYDRANT SH[]E o o �:'
�i�,�,," ,,4 + _' ! :�-� poo 00000 0000° o ° o ��$� O BOND �
�/.,,� J �f I' � I :.--'� , .�� o 0 o u°o 0 0 0 0 0 0 0 0 o BREAKER
� .�,, �, � � . =, �, 14. The district and its Engineer shall be nofrfied by the Contmctor at least 48 hours prior #o any utility constn�ction, o
. .. w N
��,, GONCRETE f- �
��'`,� � ��� -ti' �: �'° :�� . o -� ' THRUST 15. Water taps are not #o be mode and water lines are not to be installed vrithin any building footprint without confimning #hat Q ,
.�'' '` ` � . ' '' ':•�'w;;' - '•' =�:•-° °o° ° ° ° ,° : •' • -• g�p� all tap fees are paid. Contact Npine Engineering, fnc. or ERWdtSD for details. Contractor is responsibte for uny fines assessed p. � ,
� : '..•. ..°•� •.;�:,. ,. �; -�.' �z.:�. o . . ' ti -�,d-
,,� ° .:.`- �:,r. �:� :..� �'-y:,' ': _:� .:. ?.,o 0 0°� o 0 0 0 ° o °r �•;' . •..' +_
..� �_' '-•l; :o 0 0 0 :• by ERYYdcSD as a �esult of connecting services to mains without properly coordinating wbaf d�nes a tap (as defined by
� �� ° 2'-0" o 0 0 � � �,,• � � ERWdcSD) o� making tapa prior to maki�g payment of tap fee. �
;�� ,� . � ,��. '� , `�r�.; �, j�� �',� o 0 o tl
� '` o ° o o DO NOT BLOCK FIRE 16. Provide 4 sets of c�+struction plans to ERWBcSD prior to any construction. � ,�
a BONA BREAKER � o° o 0 0 �CONCRETE HYDRANT bRAIN WITH , Z
� CONCRETE THRUST SPECIFICATiONS ��,~fi�',�/�,'�/��'�^'�f���f���''��.'��'.�ci.~�gq�K BASE OR THRUST 17. The contractor shall conduct a mandotory pre-construction meeting with ERWdcSD +48 hours prior to constn�ction.
BLOCK BLOCK
o � - � 18. All construction shall conform to municipal or distric# standards and specifications and be subject to construction �
$ GUARD VALVE`S FOR FIR� HYDRANTS , M observotion by their representatives. Copies of municipa{ and district stondards must be obtained by the Contractor. Controctor p
� SHALL BE RESTftAINED WITH 3 6
a MEGALUGS T4 THE WATER MAIN. FIRE MINIMUM--SQUARE HYDRANT DRAIN Plt. shell have one (1) copy of the plans and one (1) copy of the appropriate speci�cations on the job site at all times. The r) �
� HYDRANT LATERALS SHALL BE 27 CUBIG FT. OF Contractor shqll have one complete set of the Contmct Documents on the job site at al) times. CO N
° RESTRAINED WITH MEGAIUGS TO THE 1-1/2" OR 3/4"WASHED RQCK � �
O1 .����NT. G�-��1NCE ���'7�M GUARD VALVE. MEGAI,UG RfSTRAINTS 19. 0'istrict 5tandard Specifications show that 3M marking disks are required and shall be placed in the specific Iocation as Q � � N �
� THERE ARE NO ABOVE GROUND OBSIRUCTIONS ALLOVII�D IN 1HESE AREAS ARE USED !N CONJUNCTION WITH stated. Refer to District detail.
� THRUST BLOCKS. UNLESS
�a, ENGINEEREO. 24. AVK fire hydmnt and valves are nat accepted by ERWBcSD. Use only moterial accepted by ERWdcSD. 29. No additional W p
w
o extensions or nsers ore altowed on fire hydront assembly. Refer to ERW&Sb requirements. Fire hydrant extensions may be � Z
i
� �� are notQallowedo have fireh�d ont e�ictens�s� direction from Engineer. New or propased fire hydronts (privo#e or ERWSD) � 3 U Z w
� �oNT--�o ��T oF a.��ar,cE y o o � ° o
in a w m i--
�
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� 10' 4` SIDES---7 FEET OF CLEARANCE
U
�
� REAR---4 �..ET OF CCEAR'ANCE i
� �, sca.E� N�NE
� ABOVE---20 FEET OF CLEARANCE
SHEET
� �/
� /EA0.E RNER VATER AN�
� } SAlUTATION DI TRICT C��
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.� ' FI ASSEMBLYNT
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