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PLAN VIEW "'•
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- _o ALL MANHOLE STEP5 d�a 4. °- �u�v��m
_. ` ' MANHOLE STRUC'NRE . _ . - •a IIIIIItI1I�IIIIIIIIIII�III T N
A _. - _ . - . ¢. � . • OP�IING PER MFG. o �w
PLASTIC COATED - a • cv �
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MA INDUSTRIES . - . Et�MMENDA710NS � ,�
R F R � '� 6 , oa Eou�� � a :dQ � �o��*
SEWE UNE a • _ ��cQ�X
j�E LINE THEY ARE B,�ING USED IN ,BY THE ENGINEER. � Z$� �
. ; � -a c�.�.
AL� DESIGN� SH LL BE SUBMI�Q T�E DIS�ICT FOR a �,��N
�PPROVAL PR�OR T0 APP�OVAL OF_ ANY PL�NS_ �ow --- a �. F_�o . _- ac�na�iuE III I� � -�,�
.. -¢ .- °- cROU�o � W z�,�
a � ^ (IIIIIII IIII�;Y;�
-- --�-- SPRING LINE .
� N� � �.�.�V��
. �: n � qi0U7 �II �a�o°
22-1/c�' LONG F4R SEWER S�RVICE TAPS N ' ° � �I�II mv�
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AND COVER RADIUS $END 'f0 EXIS7ING LINES USE . ' -..- • •- (�I LI.,I �
DR 4g BENb A 45" YVYE SADDLE •.a: .a' � _ . . .. o,•
ANHOLE RlNG gLAN . •
,�i iqi�,'/'' // �.
'i'HREADED PLUG AND CAP STUB OUT APPIICAl10NS (NO CI.�AN OUT) MH FR�1ME RND COVER ��/�/I;�' . z
SHAU. HAVE A 3M LOCATING DISK .=4 • . � • � a��°��"�6��f�€��s+a
r �� � i-a--�-- ! I � � � �...__ �-_INSTALLED AT THE �ND OF STUBOUT. EXIERNAL S.S. BAND •-a� ' . ° . -- : - ' ���A'°°������"� �., �'�s���.�';*r,
� � ..�... � �--�- t ' � HS20 LOADING RATER OR EQUAL �T ' • :a - �� �. � �F4�
� ��� � �;� � ��� I � -� .�°�--°-� � ��!� � � , , I � ��� � CEN7ER OF WYE BRANCH � � . . • .4 . .4 _ • , • , J
s t ,w,�..�.� _ T Q . ade . 4' -o- 4' � ' s � i
:__-�_._} � , � i_�_ � , ...�...�... _.w_�_� � �..�.....�. TO $E PL.ACED IN UPPE 2-0 + � • . . . � .
o A 'Y �" �
� ,-°,; ��� � € �� �� ��� � �; TNIRD OF SEWER MAIN PARALLEL �INISHED SURFACE ..QO�; ._ ,-'tr� ' , • .' . � °'�' ,vr. �
�---°� $ � � RING & COVER-SET TO - . ° a d .. �� a' � d '^� °. d' ° ���' �.
�� � �-----�-1 � � � � ��� � �� PROPER�1f UN� � � . ° w. V.,
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„.�._....� ._..w....,. � ' ° • ° " • ry}� t �w.e�fl���C�. "�A�
-�:.-� � � �� � �-�---- � • - • sca.E� NONE ��,� k:�$ w
3��p„ 4. . � . �.,� � 3� �
� " ! ( ; MIN. Z 4 '. MAXp PRE CAST ECCEN7RIC CONE �/ a�`x4+.N�&as����' �
�-°�-°�°-� � � � �� � ' � � - ° /*��AGLE RIVER WAtER AND
. �� � � a 'a - � ~ ~ r INSI'ALL 1" DIAMETER RAM � SAAI�UUTRTION DISTRICT
� � � ^ BACK FILL & COMPACT "PERMA-JOINT" STOP OR EQUAL- tO Q g" =�. N�GK(OR EQUAL) ON INNER AND
�---t TO SPECIFlCAl10NS 6 F O O Tg T E E L F E N C E P O S T A T E N D O F N '"� � ' D A ETER NRAM NE K D ON�5~ M A N H O L E C❑R E
PLACE 3M LOCATING OISK LINE TO 4 FEET ABOVE GROUND- �
APPROX. 1 FOOT ABOVE SERVICE PAINTED GREEN ' . MANHOLES LARGER Thl/#N 48". AND SEAL
END BUT DO N�T BURY AT 6' STEEL FENCE P05T- tn • '
A bEPTH OF MORE THAN 6' . PAINT TOP 1' OF I�OST GREEN 0 � �
� 4" P`� TI N A VI W ''�'�` o � . s. U�
" ' CaMPAC1'�D 3/4" SCRE�MED ROCK �r► SGC O L. E (� Q � - : a= PRE CAST REINFORCED GONCR£TE �
4 , � �
�_ , , - , . Z 5 MIN � � :• MANHOLE BARREL PER ASTM-C478
,�.::�.:";.: ` ; m � � ' ' 16" O.C. '= WITH STEPS SAWCUT �
LDCATI�N TAPE YO �. `'';..:::•"�`i:: :ti� .: LUCATION TAPE TO � O v' � a , 4 _
EXISTING �
BE PLACED 24' - �:•;~ ; '"'^ i i . 24 RCP
�f.-L `' .-� �r..::, aE PLACED 12' �^%� � � �� � � /f U M » "
AB�VE PIPE t�R ANY ;?_j i'i.�` _:�:.��-,•�'''• -` ,: ABOVE PIPE OR ANY �\/�, �� i�t ALL MANHOLE STEPS --�-�- INSID� UP TO BE MIGHER 8 MIN. °
''��' (2) �2-1/2' ELBOwS PRCiTRUSIDN i i �� .- PLASTIC GOATED 4 ft OIA THAN OUTSIDE L1P �"�"
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PR TRUSIDN '. ': �: � - ` _' .: MA INDUSTRIES . �
-•: ;�; � y�.: ::+°�'"; OR 4 BEND PI,.ACE 3M LOCATING DISK u '� LDCATIqN TAPE TO
;:..,.. _'a . �:; :�..., , •::�;,�` ,' SERVICE LIN�-SEE SPECIFICATIDNSAPPROX. 1 FQOT ABOVE SERWCE , OR EQUAL •� a 29` 2°� O
:.:. Y:. ..��:=�.�: .�.:: � :._ . W
" ''=��'� GRADE 1/4 IfVCH PER FOOT MIN. END BUT DO NOT BURY AT 1 BE PLAC�� 12 TOP OF BENCH •' '�"�•- -r"�.
� ' ' ' " � " ' � BELL TYPE PLUG. ABOVE PIPE
�. .�•�. : •• �r- •.:: °~�`�:'= - - • ,-_� NM�RE REQUIRED A DEP7H OF MORE TNAN 6' PROTRUSI�N PIPE P�NETRATION GASKE'f -
N �J �j� �Y}.-'M1 ...'�+ � � �
::_ =�.: '.'� ;' ;.,•'~�'. ',:_ `�, '�• w�.• - �a 3' MIN� � PLACED IN CORE TO ACCEPT ' , � �
+- •.�• "?- ��:.�- ':� :�, '�; :�i' =,'i•�:-��".. , .� HAND SHAPE AS � 8 PVC INV EL=8136.93
�s. •_• •�" �' :.•;..• .: � • ..:-•, 120' z NECESSARY AROlJND • • . D'
"_. •.`.:,�' :��.• � •; '�:. ,:_�: �� :�• +� ". _ 2# PIPE• KOR-N-SEAL. A-LQK .
:;: ••. .:.�:. -. .:, ... "=�:. �.._.�.. .' �+. OR EQUAL EXISTING 24 RCP . .
. . . � . . `a ��• .+r.ti•� wo Y• �v •a��+ '_'' , � . � . . . . . .
.,' ::-- ,:: :,." •. PIPE TO PROVIDE FORM CONCRE'fE
. . •+�6'� �i <. 1.• p•�' .A'• . . . . . �� . .
. � '-! �:+.-..Y�'�• M'$' •K" . . , �
' .`'4, ;'=: -�----FLOw + Q ORAINAGE :• .,,,_ � 6 •• , TROUGH FOR 8" PVC
. :ti'K���' - -- FLOW � 4" MiN. ------- -- -- � �'".--- . , D_ � - I
�T
�� '<.s= ' . , �v"�
•,-•Y• � PVC CAP � ° -, INV. EL= CONCRETE BENCH (TYR) i..�_
•• ;,,:: DR PLUG � fL�W 8133.?0
.... :. ., ."••.'' ,`- ' ' .�.�` 30' PIPE qEP1H NO LESS . .
'�'`r �`" '" ='' . s', '�-' . . _ _•'' ::.• °... �- ��.t. :�-. ;'•: ''- �.'� 'x: • 30' �`�} . • • �
:�-. �:- :�: . .. .. . .Y.. . Y,t .: _ .. :: ._ �.. . . . � W
•+' '�.. -•�.�• �+...:.-..-• s,• -a` '.t:' 3� •':+•�4'��=' � �_� `� - .
';. `o' :::= .-.-.== '; •' :.:,.-:::.... THAN MINIMUM ,.,;,;.,�. _ .�::
. . . . . S •k. ~K� `ti • -:v�' i.' � .. � � �* . .
.,' F•: .;,;:•- '.;' '; ,.•�•: . -, .a PRE CAST MANHOLE BASE AND .'a
•�-:- •r :: k` ..� -;: ,�: ,. "}- ':z' :�. SPRING lINE ,. . _ .
'r :., � �;:' .- -: .• a' .
°;.= Y-: - ::w = �' ;= •.. . :�..,..,_. . -a
..:- s • FlRST ARREL SEC110N CAST a . . �
. . $ 'MIN. B a• . .
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.d MIN.
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o s e o ,: . . a�'_e MONOLITHIC pS1M-C47$ : - •° a - ' ' v �
MIN/�. 12"2 <. �e : _o' . e.s. � b >.. e -� . e,"e. .� •°- ,-° -'� .a. '. '• ' �= -a - � �
SEYIIER LINE SEE .R o " � ' - � •
.� . � � � � � . .. . . � � . � � . . � � . � \.vMPA`i1GQ .J,4p -Q'ea' •°'•�° 'o• e . g o .�,be °:a epa•e..ee' .4 •e °eo � � . oo a• o od � 0� o • . '°o. b,'o' a • o�' -p, o . ^o , °-.�: o �-o. o- o,Q � ' ■ ' . .
PIAW FQR SIZE o0 0 . .p __ �:.o .� - o ' a.'o ' '�• o .o: o.• a"'o o A-' ° o ' o'
� WYE WITH 45' ELBOW SCREENED ROCK ° .'• '-. ' ° ° ° °_ , ` W
�A�..L BELL FIT'�1NGS� o ' Q o-' a - o ° o: .o ° .o ' • O � . '.O • o . Q ' . � . o e ( ] �
6 ft DIA ��
, MIN. 12° �
�� NONE S A �� NDNE A sca4� NI�NE COMPACTED 3/4"
�CENERAL �IOTE SCREENED RoCK w
6' DIA.
�NERAL NOTES �ac,�E grv� wat�tt �wn � ttrv�a v�� nnu► 1. ALL CONCRETE WORK SHALL C4MPLY �aa.e atvd� wa�a rwn (�n►s�oE o�MEros�ot�) i 1�
Sf�IITATItJN DISTt2ICT SANxTATIbN DisrRicr WITH LATEST ACI-318 SPECIFICATIONS ��� sa�ararum DISTRICT SCN.E� NI�N� .-�� f
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9. ALL CLEAN OUTS SHALL BE DESIGNED APPR01'RIATELY FOR THE SYSTE �
THEY ARE t4 BE USED IN. ENGINEERS SHALL SUBMIT CLEAN OUT 2. MANHOLE TROUGH SHALL HAVE A � � �
PROPOSALS�FOR REVIEW BY 1NE DtS'fRiCT PRIOR T0 CONSTRUCTI+�N. MINIMUM SEPARATION BET`WEEN �
` THIS ALSO INCLUDES THE P05SIBLE uSE OF PRESSURIZED CLEAN OU7S SEWER TAP$ SHALL BE 1$ INCHES SEWER SERVICE M�N�MUM o� .20' �ROP FROM EN�ANCE SANITARY SEWER CAST--IN-PLACE SANITARY
As wEU. CLEAN-OUY C[JNNEGTION THROU�H ExiT MANH�LE SEWER MANHOLE � _ ,�
, �
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DISPERSE LARGE ROCKS IN THIS ZONE NOTES: �
PROVIDED R�CKS Dq NOT INTERFERE WITH
BACK FILL COMPACTION REQUIREMENTS �
BOULDERS �iREATER tWAN 18 INCHES Tp BE REMOVED
FR[lM BACK FILL AND DISP�SED QF OFF SITE, 1. NI sanitary sewer eonstruction shal) conform to Eagte R'n►er Water and Sanitation District (ERWS&D) standards and / /'�
specificutions. V �
N� R�CK ALLdWED GREATER THAN 6 INCHES 2. NI maiterials and workmenship shail be subject to inspection by the districfs and/or their representotives. The district reserves
the right to accept or reject nny such materials and woricmanship that do not conform to district stand�rds or spec�ca#ions. �
�y '`�',�.����.r `��'`'� 3. The district and its engineer are to be notified by the Contractor at least 48 hou�s prior to any util'�ty construction.
. 'ti,,s'.,�, � �,,'
�� 'k�\�F SEE SPECIFICATI�NS FflR '`' ''� 4. Com ction of all trenc�es must be attained and com action tests results submitted to Ea le Coun ERW&SD, and AI me
COMPACTI�N REQU�REMENTS O�` t�;w � P 9 tY• P
VARIES ��oQ�,�,�,,����' TRENCH BACK FILL Engineering prior to occeptance.
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� _ �Pi` 5. The Cont�actor shall at alt times k�ep a seporate full sef of contract drawings marked up to fully indicate as-buift conditions.
� Said drowings shall be p�'ovided to Alpine Engineering upon completion of the work. As-built drawings will be compiled by Alpine
12' �'°��'' Engioeering prior to final acceptance. Contractor i5 to provide at least three ties from physical monuments to all fitti�gs, valves, !
,� � manholes and end of sewer services, per ERW&SD regulations and requi�ements.
;�-.,:.�•'�:;:�/,�� '
NO RacK A���wED -''"�' '- "• `~ 6. Afl sewer mains sha0 be constructed with ASTM D3034 SDR 35 palyvinyl chlonde pipe. Pipe materiols shqll confornn to ASTM
GREATER THAN 6 TNGHES `,,,,�.��;�r -t~;` �SEEI BE�WE D-1784. Joints sha11 be bell and spigot type with a nabber gasket and confocm to ASTM D-1869 a�d D-3212.
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�,'`��s ����'' -� ��J•� f°` 7. The sewer main shatl be tested in accordance with district standards and s crfications to include lam in , low ressure air N
PIPE SUB GRADE. STABILIZATION ,f`.• � ' ,.�`,�4 Pe � P 9 P �
MATERIAL IF REQIJIRED .�,,����.�fr�;.,`i�/�` test, and defleCtion. �
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8. The contractor shall verify existing pi� or manhole inverts ut tie-in points prior to construction staking. W
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9. I�anhole rims shaU be set at an elevation relative to the vement in accordance with District and �oun re ui�ements. z � �
L�CA7I�N TAPE T� BE Pa tY q �
PLACED 12 INCHES ABOVE J�E,���i ZONES �pCATIDN TAPE 7Q BE P�a� adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is t2 � � '
PIPE QR ANY PROTRUSI�N PLACED 12 INCHES inches. w �
ABOVE PIPE pR ANY � N
PROTRUSION 10. The Controctor shall take care to properly shape all manhole inverts and benches to promote smooth flow through the
manhole. Inve�ts ofi lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical. Manhole
inverts shall be constructed with a smooth trowel �nish and benches shdll be finished with a light broom non-skid finish. All o
concrete for manhole construction shall be made with Type 11 cement with a minimum 28-day compressive strengtfi of 3000 psi. i,.� o
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�`�._ 11. NI i shall be constructed with standard i beddin as shown in the sanita sewer details. Beddi� material shall � r
1REraCM BnCx Flu.-� P Pe P Pe 9 ry 9 ,n
, ,� conform to ASTM C-33 or D-448, size number 67. If trench conditions vary or if �ock or wate� is encout�te�ed, Npine
� �,;�,�� �_ �,��,��,� Engineering is to be notified prior to proceeding with construction. `
G. ,,} �r,� `f''�. .'`� .
o ��� ��'�m��' . '•:�.: ' . .�.�� 1,�,.�,�1' 12. Pipe dimensions are as per plan and profile. Z �
�, . . .• : • • . `
'�:� ,'�ir``��'�,�; `'o`'':.. ` :•�-'• '. ��• : . %f�`f � E
� CO�IPACTED BEI�DING �''�'�.�� `_� �' I ~•'-_""�L=�`� , }�"� 13. Distri�t StandaM Specifications indicate that 3M marking disks are required. Refer to District details for specific placement
o MATERIAL /���, ~.::`•�: ..A.�- L�:, . locations. �
o •'�;,';',,,� ,;p,4- o. -��� . °o
� ��/` s�� j�''•'�.�~ B Z�NE G 14. The contractor is responsible to jet clean and televise all sewe� lines as required until upproval is abtoined from Eagle Rive� M
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�.� ��.�+: -;�..;�:_ ��ti a Water vnd Snni�ation District. Contractor is responsible for cooMintition of final inspectwn with ERW&SD for finat construction � �
� ��� �-��`.- • . .��� aPProval,
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� UNDISTURBED ��� •�-°;.;ti; ;�,`��,� 15. Sewer taps are not to be made and sewer lines are not to be instailed within any building footprint without confirming that
�, SDIL ��, �.o. :.,'�Q�:�:-_:•.:.•. ;•��:�, � all tap fees are paid. Contact Alpine Engineering� Inc. or ERWdcSD to verify. Contractor is responsible for any fines assessed by w
� � f% '�a~.•• .:: ;.��:'=•�:=:�;:.' _.b., .f�
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� �,,.�'� � ; 4 � ��,� ,�r ��,�' ERW&SD as a �esult of connecting services to mains without properly coordinating what defines a tap (as defned by ERW&SD) � � v W
� `°�''�'i ��',��Y;�^���.,/�'�/,,:d,�;�'°��!,��� �/.� or making fops prior to making payment of tap fee. N `t w m F"
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g I�IP� SUB GRAD IN. MIN 1/4 O.D., 16. Provide 4 sets pf construction plans t4 ERW&SD prior to any construction.
b' MIN.
�
PIPE BEDDI�G_,�ONE 17'• The contractor shall conduct a mandatory p�e-construction meeting with ERWdcSD 48 hours prior to construetian.
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� ��u-E� NONE t8. NI construction shall conform #o municipal or district standards and specifications ond be subject ta Construction observution
� by their representatives. Copies of municipal and district standards must be obtained by the Contractor. Con#ractor shall have ' �H E�
3 one (1) copy of the plans and one (1) copy of the apprupriate specifications on the job site at all times. The Contractor shv0
� enc� �v�r vnTpt arn hwe one complete set of the Controct Documents on the job site at all times. /"��Q
� ����� SANITATI[k�l DI$TRICT \✓ V
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`= SERVIGE PIPE
� Q BEDDING
. _ _ : _ . _ _ . _ _ . _ _ _ _ _ _ _ _