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STEPHENS SUBDIVISION Lot C.PDF
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CON ��MINIUMS � � - _--�-� � �E .- � ^� , ,, �-� �,�-s� \-]- _.�a�"`,�,� _-- � � , ��' �,, c � . � ; . j - _ --��� - _� � _ _ -- _ ���� _ _ - �/ P H A�E , � ; �� �i � _ � _ _ _ �l�r To eXCk7e'D t��=o -- - � �, ---_-_ -_ '_Ilaib`�O� SEf$AC.IF _ _� __ -- �� _ - c- ;���` � � ; _ - - - - _ �vG= i� i , - �� \ 5or� _ - --- — -- - -----fI� � � C'-=�" /� ' - . � � ' ��. `� --- - '�."' � I A''P`i�. ��P'is'r'�'= �= (,�t�� .,-,� • `� . ` , � � ; � � �� � � c � • j �- i � � . � � � i � , f + � �` � , 4 , - t ' r v, i E 1 , .�r`-�. _ , r ' ' I I � • � » � �4.�r` � / 19 8Q' a� , " ?"01 ,�. c ► I - N 88 33 �' W 128.00' v Y�:� " � . jL ! ,_ V,��u `,�rr`(�.r.i =�is���� % - , ► — _.__ ____ _ .''�� f r „` * , , ` ' / i � NOTE t00 YEAR FLOODPLAIh ' (PER JOHNSON, KUNKEL6 ASSOCtATES � , DRAWING DATED 6/21/84 ) � , � ' SCALE: 1 " = 2�' ` " . ; ' , DATE OF SURVEY: 5/8/92 �' . - ` T� � i , < PARCEi D --���-.� ����.,�v�,�__ � ° NOTE BASIS OF ELEJ«TION SEWER MANHGLE �08 LUCATED n PQRi,EL L` ----------------- - - -- - , � , INV QSBUILT ELE V =7H19 3 � �' � ��a� � � ' , RtM ELEV (MEAS )= 7824 C� . � � , - �� 2 t�wws T�MV�oiO�s C�.��MP , 2'�c�ti � � � , , � '�Au�j.►�-E' c-� ti714s�'UP.��1? �tit� Ir� l.��ss s� � �� -'�'o MtSr'rL� �(1S'(tti1(r� Mou►.r(t�«l �R�sses. �•�•.. 4 � � � , .. _ � ` �: . ' � � - � T4POGRAPHIC SURVEY , � � � � ; , � .� � � . PARCEL C _ �. , � � , � N���� .� . AMENDED F'LAT, STEPHEI�IS �'�;�DiVI�ION � � . , � , ` .- � . . _�,.F� _ According to Colorado law you eaust caamience any legal action based upon any defect �' , TO YYIV OF VAI L � � , �- ' in th�s survey within three years after you first discover such ciefect. In no event, , � 'k,�,+ � , 411951 HIGHWAY 6 ac 24, EAGLE-VAI� " • may any action basec] upon any defect in this survey be co�snenced more than ten years � , , � ' � ., `�;�. eoX �23o fr�, the �te of �e ���f��t�� Sh� hereon. EAGLE CQUNTY, COLORADO s t , � � ; ° , EpWAitAS. C0. 81632 , ' ' 303 49-�1406 ` , SAM ECKER 5/21/9� 658.4 � , . ' - . � 1 ' - ' + ( � . � `"'� �� � . - N � � , _ �� � ` . ��'``'�� _ J ...� ' _ . _ _ . ' ,.�,,:,,,�. �l — � - --— — — — — -. _�.....�. � � .... _ . . ,._. �.�.,.�.. ..�� - , REVISIONS� BY � � , _ „ l/ �cJ� c�.� � � ,� c�n'� �'�`P . , . � � ��� , � C ' �� , _ � ��1 S,� � � � ��� � � � � ,�� . � � �,r� �/ r � � . , �� T � ` � �� � �- �'�.� � .�e�`' 1-' � . ' ` d0 ' . ` � 1 -- �` '= C�-�� �� �g � O 1 r J x � �/'//C� `�.� . � j j ll� G \� � �y a� ; �,� ,�- ,,�,��'° �.��.�.�.� , �j �� '�fi ,� �GE ,,: ,'� . ./ � ����- t� � �9 oN rP' �� �'�� � � � � '° � � �''' �� � � � � � � � �a� ' - / �. ;'F� � .� . � � V�, ! Q�� �� ,- � / � ���n� • . ..l S � i �� r � � e � r ��- �u5 � ". 4 � �j � E'D6E cF ?A�I�TAarT �� t.- ` ( _ /'� � '� "* , �iln.. 5�`�° � � 8 �`' � � ,c� � � M � � �� _.-'- � � \ � �� Q� Q. 7 ,� , � � , - � � - . �Q , , o�. \ . - � ;.�, � ,' a. o�A. 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' � � - " • � � � . ` � �� ' � �- V�Ildit� of Permit � $�r , ' � ;�� � ' ' �'�-�. ` ��c, �Q3 (c) 19 U.d.C. �� nd '� � ' ' � ` - 14 85 1 �' � �- - - , � � , ,�• „ �, - , , i ' \ � . .�. – '�'' �ovai of R a ' * � . . , i ' �J $8'33'2� » W 128.GO' — �;���U ���;�..�- :�„�►���,- " -, x�� �a��e pF t�e��tln� o� ���rn�tt�r app �+ �rr�t�t fot, or �n � j ���is�cns�� tr,�s code ` � , � . � 5pae,���cattR�k���h�ll �aY k��e�����r�+��1 t�b� a 4�w � ' j ` . , — � — / t a��, e,t'��C�;�t�����g�tt���1 tt�� � �pp(0�?,� Py, �k1Y��as,t�t�tt��l �2� :,�� � �zi5����+v�. ��$ i�sUance o � � ar Q � z �'��� �' c��a��i��r�s a�+�t�t�����ata s�aj' � � � a ae��+;��'��.� �T n���, �� ' � �iri�g ih� , N O T E 10 0 Y E A R F LOO D P L Al h �,� ;y�, ���a�+�M ���"� tli����'��r �e��g ��tk�2' I (PER JOHNSON, KUNKEL9 ASSOCIATES ` r�,a� t�������'�� �..�h���� ��� s�"ia�� DRAWING DATED 6/21/8a ) - �4��f�'��� �� �� \ - ���1�� � ' ", � - � C�L�: 1 " = 2�' , ' ,�` �, ��I�� , s , .' � ° .. k . S � � _ , , � � ' _ DATE OF SURVEY: 5/8/92 ' ' E . _ � , , �� PARCEL D , � . , ,� - , , , � , � � ` NOTE BASIS OF ELEVaT10N SEWER MANHGLE �OB �UCATED 'n PARCEL C „ , ' � , � _ _ _ t , INV ASBUI�T ELE V =7819 3� _ - � - � � " RIM ELEV (MEAS )= 7824 C� ' - � ' � , ` - Town of VaN � �..: � � ° ,• , ; . . ' _ ' � � OFFICE C�PY , �� , � t \ , , . , - � ' . " ` � � � - � ' ' , ��, � � � , � � � +9 . \ ! i T�PQGRAPHIC SURVEY _ � , - , . s ; . , � . PARCEL , C ` '. r , ' , _ , ' : AMENDED _ pLAT, STEPHE�S �� �DIVISLON � NQ7']CE , , , �. G`, , � According to Colorado law you must cammenc� any 1Qga1 actibn hased upon any defect TOVIIN OF VA1L r , i ` r , , �'� ` , - , , � " ' . an this survey within �three years after you first discaver' such defect. Zn no event, � � , - � - �---� - � " , , ' _ F , _ . EAGLE COUNTY, COLOR/-�DO � ' � � �41199';HIGHWAY 6 dc 24, EAGLE-�Ai:. may any actxan basecl upon any defect in this surv�ey be caanenced more than taen years ; ���` .'P.O. Bt�X 123D _ � � from �the date of the certification shawn hereon. , , , - � �. , , , , , , SAM ECKER 5/21/92 � � � ���.4 , k � • EDWARDS. C0. 81632 , . � , , , � , . 303 449--1406 , , , , , ' - ° � ' � . , � ' , - 1 , . � _ , , , a , ' , r . , , . - � � , , �_ " , ' , ... , � '- , �� � � _ , . _ � . _ , , r . , � � .�., '3 'e r * • � ( { � i � ' ` � � ' � — � � 1 �� F � «.�n - — st - .. ., ..+✓ / ^ / _ l / �` � � __ ' '_J /� _. is f - F / / _.� -- -- � , %``�� ,.--.�--5 �T� _ y f�,� . _ -- -� � , � toleodoa Creek Su v�' _ � ,� ���� i�P � ° M H- A94G f-- - - �� �y � �,�� . � - * , ,�°J`�b� r , � , ' 1� `*'.��e', i" e '� �y! �'��.tif�°e���j� e� `" Rim- 7835.45 .� c`_L- � Y,,� �,�M�».�.r - �„�.-' � �� ..5 i y , ' � Inv- 27 03 ' > �,,p�'� a� � ��.��, _ � ��/,E=" ��'�i �,h�,%°". ,� ',. , _ �+a �';' � ; t` o �` _ "��� . �-� � � ` � ,,.,,����--�---,��-��-��' � � a � - �� , , � 0�` -„y' ",a,'Y'`!a b ��� ♦ .-- � '� � '� � .��;,% "1.of�`.;,�z.�. -c _��`�'� _�� ��`�-���_�3, ,_r') y � " Se,�e ...�,.�'' Ry �„ a�,r,y� , --`�• '�� ..-�1 ..�, / 9 � � 4�/� ��� ' �J � � � 1� � fi� � �!,�y�, '�f� � . � / / � 'V � ' " ,1 ,*rt,'; t � Y�� ��� � � fi `'� _�� 1� , � \ � ..�r�� �- � w+�++��.s�" ♦ti a� 5 + . �T V ICIIV ITY MAP SCALE = I �� = 600� � � � a o `� � � . . - � o , N� � 5 Q � P�{ -�_ ° - ��I � ACCESS EASEMEN'T �_ � _ � N`G _ __ _ � \ �, . - M H 108.3 �''� I n v- I 3 3 2 _'�`— ^� � MH -A94F S . :�,_ _ CJ� r Rim- 7821 99 MH-108 2 _ � �� Inv - 15.6 inv- 12.70 _ _ � ` ' — � _ 5 _ _ _ � We I I I � o PROPOSED � UTILITY EASEMENT �, — — N —� Z � � / - � � Weil � _ � � � _ _ 1 � / ` � - N --` i � Q � � i - --� . ` ; � � w � Weil , � • ' / >- N I ' ' ' � J � � , , ', _ S � � � � 3 1 ��=:�, _ � � I 1 � PARC E L B � •W _ PA RC E L C F' " � � � .� �.' � I a I . � - -- . . I � � � . � � � � � PARCEL A � a � - . � � / � � � . � � , � � I � � " - , f, ' " � � �1 � . 1 _ � I �MH- 1081 , I / , .�_ ' MH -A94E • Invt�sl 83 n � - '`K'P Rim- 7820 9 � � i / / ` i��- i 2. 7 . G 0 R E C R E E K • � �---�.. _____ _______ � / , --- _____ , � _� / s , �� J g —��� Sewe� " MH- (08 MH- 109 � / Inv- 19 28 ; ✓ - � / /—'— `— Rim- 7834 19 • � � �Inv - 27 89 � . / / � a �.-.— � \ _ , . , . �\ / / o � � _ _ _ -. ; � o I �-- � � — � � ' � / � f - ,, �. I � — � , / � � \ ✓ _ �et , � 3 � I = J - ;. '" � / 5e� / PARCEL D I _ �� I � . / / � � �� / / I 5�� � � 5 � � _ � � / / , ; i I � i / ��, , / � � , _ I JQ - � r � � I / ,, TB / . / I ; � _ _.._ p / _ - �: � / — — �a � , _ _ � � ' � _ _ � a e,, o , ' `�/p / 4� _ � I � , MH- IA7 — - -- � � Rim-7830.31� I � _ - inv- 17.35 � � I ,� Provide new 8�� Tee 8c 8�� G V. , - � � I pRV See Sheet 2 of 4 ,� , 1 / ��.�p.+as'r"�����a^� i i \ . I / - / Y f , / , I V FH � � / v �i _ _ / � ' 0 10 20 30 40 50 60 ��� SCALE� I"= 30� �/ ., _ � N 0 T E Johnson, Kunke) & Associ�tes, , " LAND SURVE,vING•CIVIL CN4i1N��f1ING MAPPIN , Exist�ng os- bu i I ts taken from P,o EsoX Qo�� . 113 East atr, st�eet information supplied by UEVSD, E,�gle, Colorad�� 81G3( . Phone (303) 32863fi8 , Eogle Valley Eng�neer�ng and _ � ,lohnsan, Ku�kel e� Associates, STEPHENS SUBDiVISION Inc f� les Contractor to ver�fy `' , ►ocat�on prior to start of S C H EMATI C U T I L I T 1 ES f WATER & SEWER construct�on _ � ` oRN. J �.M $�G G _ oes — ----- -- —_—_ ---___._�..� ' CF1K REV 03/30/84 SNEE7 ( OP �} �' � � OATE 10/28/83 REV .�oa No JK/83I085 � . ` / �� F.H �� � � ` , � = + 1 ` M"�y� � � � / / � `` 7850 �' I � 7840 v o -; f! ;�`J � - �_� '4 , ' � r� _ J w s o co � `'�._ - � � � � 784� � N Y �r„",a�...�•.�x�.<-�.....M,,.e.0..,� - ,.� . �_ "� 7��� � d ' �� "�—_ �� 1 � ^ ` - �+�'� � ' ��- , - �-� \ �. / ` ; • w z v�. ` ��`� ` ,�` , ; � p = � o j � ` `�,�'�, - \ ��`� 784 9 t _ y -, � `�� ° � �`' �N ��'� ._.�!'✓ �' �`e ~ / 7842 , ,�t � z � c,e! � a°� ' � ,, `,\ , j-- > >,� . ;; 7839 a w ��' � ' � � ; r � '� . � � !— ' _ j"'- � � ; ' ,� _ '- -, 7848 � w W � � / . _- P� R��' � '' , 784� -�-"_"",.�.....a..�......�M..�.,� .� � ,o f ; `�`,, � � �...�.�, � �...�----�'��. �,. --_�...,..,._.,,, 847 / �, - � � > w � P r o v r�i e �p . f �.....,,.�-�,-.,.�. � S`, I 5� U t� I i t y � ,�'� - �'� o ? � SxBx,�Tee o � � 7846 N > > �— ' � „ �� �� Ea s e me n t '� ` -� o s � , � - � ��,��-�_.=8 �Gt'V new)r.---"" � r,.�.--'".�-----_ �_- -.�..._.r,. 7845 l..-�'r ,�'� ' 7838 W - _,,,� � � ," _ � - � ,; ..W..�� ..���. w��� ._.�ti.� 7844 �� �� a � , t , pr ,� �p > �- f > � a`ro T � , [ - � f �` -' ��°sed 8" p ' ' . f� ` .�-j _ - °_._ __- 7843 . '� . a � o o _ 't / �p ,� : .i� rn \ y� � �� � � � w � � � 783T � s, ,, � � 8 p � F ,s..�3 � c� 7848�`...,,°,�.�.,..,�,�.,.M.L.:.�.,.:.�.� � Fr' ,� ` � � ,�� ,-' ' � ,,,/ i Y o ,� . s' lOS S S� ,,._�" i d� S 2 d � O U B C x � ` �\� `'��F _�_ - � �.- �`� �"'�,• 0 � � � � i ���_�.- �� � � r '� ' ' 7836 ` � , �' � ,� D�trVct Ease nt �� �,i T Blowoff . f ' �.,r'�� � . --- �,:,,, ____ �� '� _ ,� S e e D e t a i I � r �' -'--• � --- /' S h ee t 3 o f 4 �� ` � 7 4� ��„ �,� , ! � � � I�" Stl _ � fi� Future Extension • i F'ipe ,; by Owner of ,,rj �;Q� — > . � - _ ��� + •, Er'� i +t��� f Parcel ��p�� ��� . �! /'� _ f• � / W W ~ � �T V�✓ _ �� /' � V � Y Y � ._ f/ C Z � W W f 1 _ _ �' � � , , , , 1 , �,.�- �a M V U 0 o W 3 � � , � � �� Prrva#e �, Access �o t ` �f � .---°"y� J PARCEL �� ��� � � � " � o � ° �"�� � �� ' �aCG�� ,�''4 tt �� ��J �(1�Lf.�� s .'� ' /r���,4 �V z � o �n a Q � ,�y . � � � ���1 r�C�� ,s' � � n, �,° y �� ,./� 0 «. Z o ?C�45 ,� �` , � . Ea�ernen { , � f` � Q w W � . , o � ,� �f � � � ' Q m �.. ` .__..�--�--�" r/ z M a „ "'- a. r' - " , ' , \G� /� "� � � • _ , � O _ ... � � / / > r. \ Z Z - ` �....� i . ' " - ° •- � �� � • W U � ��y, l t ;� ; - , � _ Provide 64 LF of _CoocreYe Bfarrier , � ; C �, ° � � •-�` � ,' , � D�t�c�der �T`ypep4 CDOH StandQrds ° ' � ,.� � Y W � ;� ` _ _ , - � % - - . . __ " t _ A �' : , ' with Tqpered End Sections - ` �� --�''� � C � � ° _ " � '° ---- , O N a U i � O ai 7��5' , �" , �� - " � r , � c Z � � � -. 0/ ' �, � � � w � � - .. , . ,.,....a. � ,�� Q , __ �� • r ....,�r ,.�.M.,,.K�. . . � �..�,_,�.,.»4«.. ,....., J 784� -�.�..�.,.,.�.�...�.�,.-.�.....�....�...�..... ^ " F , /i - (� �`T� f`�yr .. . . , 7v��7 ""���� e...�........�w,,��.�,._.M..,...,,,,_.. ..,.,..�.... .,..r,..... " � i � _► (�� , � " ' �� - � 1 � � � � ° 78 fl� � - SCALE 1��= l0� � �� 7843 , � � . ' � / 7844 _ � , � , ,, 49 , � � 7848 - - W J . < �� � -. 0 � �� 47 > m � 46 � 0 � W v � Y W � _ V N '1 Z 0 W � 7845 Y o O W � z . _, W v O � } W � Z H > r � N U oe p Q � � � � N d (� (p N ,'_; 0 4 4 ;, o o m W d' O O 0' Z Z - 43 - _ � 42 - ..... - � 1 i 41 7840 0 + 00 0+50 I + 00 , I�J��� PLATE 1 KEU EN a ess R'co. l • 48 7024 �ade m U S A' .._.. —--� . �— �,.. r _ --��. ¢�+�rtm�rs �,w.�.+�.�».� •^nv�°°.....� �''�°°�'�+:.°'"�:f';x^5^'�wi5ci>';9t!''G=7?k$9�k";7,�'°�'C.w�'?d'3��.£,..""s=.:.a°.t�.:T33�: , ��.��L"'E��'3YE aa°['w°n'K6.'s�.4Q° . I� IR _ _ � GENERAL NOTES (WRTER) : ' I�tG i E � � � t 1) All water lines and �ppur�enances shall be constructed PLUG S�I.L 8E a�E�NANiCALLY F��STr"�INh�� # '; � �_ � in accordance with approved specifications and plans of A-F"'vR SLEEIIE TYPE MAC;iIN��J CAUPt,it� 3 „ The Upper Eagle Valley Sanitation District. PIPE TlE BAC.}C iD �d�XT Ct��tlPL:A�G. € � � US� 2- l� C�IC7 cc�cim�um �l�teci tti� , 2) Seven feet of cover shall be maintained on all water lines. 9-R� BELL ANO S?,COT PSP� �� " r�t1S - �) �1i'Cl @L� -�� i1CXt t@ f 3) Ductile iron i e shall be Class 52 with a la in len th =� ���'�, � �F� �«` �� '' � � , � -, � n� � tie hctrS � - � � TY���Q� b�th S►t1�5 Uf heRd.'—�'�� , of 20 feet. Y g 5 _ __ C� Y PP I� f� 1 P p � ,af'��Ll� ° ; �� ���� � ; , 4) Duetile iron pipe shall conform to Federal specifications 2� ���N_ ' �i-� , � - � ' �� t �- _ WW-P-421C. i 5) Ductile iron pipe joints shall be Tyton type. , � � --- -- �-�w�= - ` � ' 6) All tees and crosses shall be Class 52 ductile iron and g�UG �ll1TM ' - �� shall have mechanical joints. • �.�•• �.: �" T�p _ � � �"���% -=---_=:�-�- _- _ ------ � 7) Fittings for receivinq of valves in �.he line shall be {�'�' � F j `r.�.�w..a �� »"""+..o�;.:ae:�a��'f.o'+,'"w.,,.e++"'�'_ _ : • � � � �� ,,,. t, ; mechanical joints conforming to AirhJA C10-64 designed for �� •*�� , -s; :a� E ,.�'r, .,�.. �..,�.. � 2 5 0 p s i. 4:4•���•� : `�::�,' .t:. _ � ,�r%;' f� � �}�����L�== t_� �_�' '��._ � =_ .� = � 8) All bends, either horizontal or vertical, shall have a � � . �°v�� s d•°�r� � - i � �iy� r. �� - �-.iv �1� fr:�� {1:�� , t� ,r� 1� � � �y�,Y` ���; �-� flexible �y�e joint, eommon to the �ype of pipe or pipe 3 GALVA1ViZED Plf'E C.'lP � I"STOP � � ��,�CRET� ' ' �`Y% �`�,�''�' �',�,,�' �T� ` � _ IN A fi VaI.YE @OX . �,��; � f� joints being used. ,NASTE VAl.1lE t�iCK�t.�JC9< `� '`" ��'� � '� ����2 ' tl�. 5 bctrs hent ns ' 9) Concrete thrust blocks shall obtain 30�0 psi - 28 day �� A ht � - ` �`",,�'-', t- , � - tat!� ` t � ' �# i?�� " s�� � �h�Jb�/Cl- nIC3C� �t1f? Q�ICh strength. + . .s.�._._...-. _ , f��`y��� ,�,� ,��..�,-9:��. �.�` -��_��- � 10) All pipe shall be subject fo pressure and leakage tests - / �;,�,r .,� ,,;.� ' _1`�� , __ ���,,.�{;�� 1 51tfC' Of 1��ftt�. , witnessed by district -representative. ', y i�"r ^fs�,� ' .e j !t�_t'�lit'" - � ���— i`� � ._ ��s�. � 4� �tu��. ��_.I;.�-�! y., 11) Al.l DI� is to be poly wrapped,� cathodtic protection not � ��` ,� ��. �'� ,��� �;'����_��`�� ,��,�� �� tl� 0 e� � �ICICCCI required for this project. G�flUPdO l. i�� �'` __f" -�.+-`�'�����`;l�'�- '�t� �Thr t hi ck t b � � _ � �' -�=�_�.`��, �� a= �� `���� C�'` � 12 Individual water eters and or PRV valves shall be re uired � � �i�*__��; -� �� . `` Sc�'"� � amsfi unclfstUChed sotf ) m / q _ F_-_ a , - �,_-�_,�..�s ' �� ��',,-- � ; on all lots at time of development at lo� owners expense. � ` ��1� � '�' � ' �� i � � ' �'" 13� All water and sewer service taps shall be made prior to ��GALV.�Pl�E CAP �p��p��T� 6" V��V� �;t?� � ' � _ , paving. N ASS�MBLY � ���Tll�� - �/��T����.. TH�UST ��t7��C � 14) AI1 areas disturbed by construction shall be revegetated 2 SECT10M1iS, 6�� - - - with wheat grasses. VAI.VE 60X OR ;� , -- ; 15) The alignment, grade, �.ine az other improvements shown on r�ULL 80X ASSY. cv ` ` the plans are subject to minor adjustment by the Engineer ' _� 2"GALY. CQUPI.ING 4 in �he field to meet field requirements. Major changes must - °, " be approved by the district engineer. � I6) Minimum horizontal separa�ion of 10 feet and vertical separa- - ��_ _ tion of 18 inches is to be maintained between sewer and " GALV. P1PE water lines. ' �� VALVE a4X - , , ].?) See specifications for additional information. �'diC}E OVAL 81�SE . -� ' PLUG Y�'ITM ',. � APPRQXIMATE QTIANTITIES : ` `" iA� 8" DZP Cl�ss 52 - 80 LF gp� J��STQP & �' ''� ' - ` 8x8x8 Tee - 1 EA BUSNING J" K-TYf'E CQFPER `�1AS� `JAI.V� j� ~`�, ° ELHGw ptQE. Temp4rary Blowof f - 1 EA t �u � � ��" Q1A. PIP� - � 8" Gate Valve - 1 EA � � , � ' � (;;� S��t1�l.LEr� -- > > ' ' ! !/2 CU.FT. GRAV�L ��_�,.,-� _T - _ � . _ . � ' OF �r AVEL - EL�1�AT�4� _ s. - - - ' a�FictAL s�aEe7 aaADg � , , ,'�1f3TE VALYE flC1XES SH1�LL BE 3 P�ECE ACJIlSii.�Bt.� SC�t��1 - ��~.• COwPAtTE4 COtaPACT[D �� - - � NCM CLASS�S� BEDOIpA �-_a�� i>.�'�:�=`��,�� � ` " �-�\ '���`� "'� �'� � '� ' � 1 l � a r� j SACKIILL NANO OR M4CNINC TAMPlO OACxItIL �PE A� FOLL �t ' - - cov�ta vaRics � .♦ i // / / . 6860`WtTN� NO.l60T(T�l.�BAS�,�ALVE �G'X ASSch1�7 SciI�S -. �� �_ !�!��-/�//,�1/ �. �- � . :t .�s� neno UT sa• EEND . - �'.: '%`._ -:+; �=_-;�: •`� ;: w;':siy;`„-`= �,-�p 7 AND 8�L7 SCREW RGc C`JAI.G�CASt`�£ �OX �,:5�*dE3l.Y f �.�.. cor+o t �- '' '% _- : _ _ _.�r, _ _. ;' -� -` �-:_ - -��-'- 'a I'!Q r:,i" -'' .,: .� L` ,• � 108 W tT}i NO 160 l.a , � � - - u�oiasuaeco - °: �wxTee i�aHr fLCx�eL�couP��ao '. � ,,r:: '�s ALL PiPE OVER 12�� O!A i�EQUif2ES A 2,• K-i YPt COPP�r� PiPE � _ . , �COqfOAY1H0 TO A0T1r C� �YO ��_ _ � `,�af M � U►qItTUROC4 9EDOtMO -r� BANOEO �RIfTN t'MO 3lRIFS 300 ' ,^' Bl001N0 , . _ � � - �� -� . • �TAINLE33 OT[E� DAq08. __ -::�-,��= '�r� =� TEMPORARY BLOW - OFF DETAILS •.:.=::.. ::=r : •:..:-_- -_r::.:•=_.;::::�. � , E ` �,�� �\\\ o / HARNES3 ROOS � •RCIIACi'CXIDTIpO,lCMCA Mf1TN DUCTILE (RON , 3! PiF'�--'' � �4C BEMD / CX�fTttlC [XliTINa .. ' r \�,, f ����� CEtr[MT-wOATAR ltN[D PO�TfTHTtCN! wR1�OtD ���[A p , \1���� t�� �_�' � dATCII PIP! COW�OR�tMO TO ♦1aMI� C'101 y`•`�s ��-~ 46° B�HD UMDi37URfiL�O - � _ .,i;-+ = �� •. - UMCt9TURQED , ` si � � .' '�:� � ��dIM. � -`s�� ����' , , �{ , OEQOINO ��. i: -:� '_� i� .. ��s' „ '`"' EEOOIM� _ . 1 '� 1 � I_ - ' � ��r� ' �`.ti �( i � „ � � QD.+ 2� Al1N . � , ' . ' � 2 ry � UM01lTUROCO soi� . •, , - • , 3 uN013TU�l8ED so�� N1qRK WITH 3� S jEEL FENCEPOST ., . � • , ' . , ' _ � ,� , , � Cover for stop box sholi be �nsiolled �+ � '4 �o��� g� M�p . . • maiMained level with the ad�acent ground � . _ ' � - ' . t�tdG7�1 fi� EXTENSION OF PtPE AtdO t#ARNESS RODS SNALI� �E , ��s I �-�� � ��l r�cUs��Qar�cE µ1iTN THE OtSTRtCT SPECIFICATtONS. ' Y,� _ ; "'"`"``..» .p-_. i • . � _ � 1YATC11 �inc aLL COr��UIT GR05SlNG5 SHAt,L 8E POLYE7HYLENE 1vRAPPE� Road shoulder '�� , . �.3C7t�E iRQN PtP�. : � ` - � CtEAN�i[L[CT 3AMD OR 2qUBE0[C 1 } { CATHODiC PRCITEC�'i0N SNa�� 9E as REt�uit2ED �N ACCOROkNCE , � I ROA DWAY ,, � ' ' Y�lT�t Tt{E 5PEC1FiCA71dNS. ' . ' A \ -. _ � . "' �"��.���� _ — _ _____________-- __ --- � _�_� ��..e ' _ `a 9' a�t� , ; ` `���I�- - - - ----- - ---- -- l _ � . � � �+�I�� DU1T CROSSI N � DE7AlL � ,� � � �� , - , `_ , y NOTES ' THIS STANDARD APPLIES ON�Y FOR r�ON-PRESSURI2E� SANI7ARY ' SERVICE TAPS AN� SANITARY SEWERS EIGHT(8)-INCN AND SMALLER Property Serv�ce p�pe shall be type K � -" SANITARY SEWERS MAY NOT BE CUT WfTHOilT TNE EXPRESSED L��� �y " CONSENT OF THE OtSTRICT A DIS7RICT INSPEC?QR WILl. BE ON copper from main ihrough the _ SITE OURING CONSTRUCTIOr� Curb stop meter pit � ' QUETILE IRON PIPE USED TO REPLACE SECTIONS OF SANITARY �� Corporat�on stop � ' fi� ar o coMP cTED ENPaccoR�arrcE wiTNHfiHE D�s��IC7 SPECIFQ�ATiONS. ------ ----— ---- ---- ---------- --- ---------'- . � �y P � ( � Lot owneis serv�ce p�pe and responsibil�ty� � - , _ . � tlnstalled �y �eveloper} MAIN � , M ° k���o�:. Gt�K1�!f� LtNE WORD WATER QN CDVER S EW E R C ROS S I N G D E TA I L Insulot�ng coupl�ng _ . , _ required with metoll�c �� � `�1 ; =a � �``���' ��%%' 4��b; p�'�a ' '` TYPICAL SERVICE PR�FILE waier ma�ns ' � `" � . d��4� dDDo'� . , ,i , ,` . . �- '��� �Q.;{��TNiC,rt CL�tC � � , � . Ce.l'�..���� t�c�PY ►lV vaRt�s ' 2a'MIN. � �- t��:`1�*.'ENT). !F G�EATER THAN ' _j �J-0�� F�R(3Y((� 6�Fif{E hffDRAttT - ��aPERT7 U�tE , ° ' � V:�V� ��3:t WiTH �ENS'10,1 WtTH c � �, CLAMP DETAILS AND DIi�ENSlOf�S ` > -,, 1'11i� (�VA� 8A5� GEi+�i'ERING R1NG. G�o `� iv , � . ura� _ j '� `� �'\W� �� � �J �'� � 'ti �`.4 �\ 1 `� `GCh` � �.ENGTH TIED PIPE y . ,r _ } ' �� I rtiS �t2E �� {� •• ti� 16� fL1� � _ J ; ; � � � 1bo8E NC�VER D wIT11�lOC�S€�51iE£'T o e f ` T � u�� '/A�v� �.�� U l G U t 0 D L 6 d l G 0 l a 0 l fl IIOLES 0 EtEOI%� � � cf Po�YE�+ir��xE m Exci.�r�€ eacx- . ±a FILL M1►TERtQL fFi0k1 YQ1p5 �N ROGM TEE OA + . A•!97 . A•!i IAHGEH 01A THAH _ � � b�1�1.1 G.iTE YQL,YE fl ,( � �d �-as � i�n' �-ee s' tt.o x-na �% +oo� A�76 � e�d i� •o o' — •� � 6'VaIYE BNC� wiDE OvaL BttSE f� 1 v.tvE �� l� /4 • /� c�e•i �i aae- BOLT - - �, o /3 CtJ.�. ►��r� wEI.L G�DED c,�t�vEL� ,�/ - , _ � �.r. , .. ;'. C1rf3ElE5T0�1E, OR ERiCX'SiZED" �wa oe • - � �• �-��� �• a7sa ✓_ .. • , .. i/ so' a-as � ��o' �-ss si :ta' �-u % �ao' �-s� � �4.0' �! eao' �`•, � :j,,�a• t , , .�� f3'tUSNEfl ROGX fil�t ORAIHAGE op•eEho � /,�- � ! � ca e- � ��s-? � � -- � .. ..• �w � ►. �' I. � :' 4 J4 ,� �� ao' ,►-�s }� ��o' y �to' c • A • c ` ��� � ' �' .., � �• �a•scHO S/ to' •-�s 1 �o' �•sa � so s-as i �•�t s, �ft , t � , � 1 "s � �, - � s�.Y6r� p• � (���++ �'SrQ�. t��PE 3 • �� r•I�� / � •`1 • � • . • • • �..�.� . � � � M u 22� •fN0 � �j ►0� A•�• /� 2 0� A'Si /; ]0� A• 6 ! i TAEt,[Of Gu£NS+oH� ►Or Cl�u�! � ( „ �'., �c' �, =i i o• .-�s = � ' a '. n o• .•a. si a o� .�� ; � -� � �` ' - ,•, � . . . ; � .• t2 .X 6 T�E 12~ i -T �/� R�QS Q CLl�MPS • od .,-ss �" o.o' i" �.o �' � o' .•�a �.o' .-i• a : o• ass f �a.1 a�xea U , ' . •' `• `.P'•4:•� . • i '' • ' ' F'GL.YETNYLFr�� WRAPPEa u'i� OtND �j� �� �-sa �� �•�• i 'r % - ,w' ±� `^ . . �•e . . . 4 4 { ♦Slt V.A ; � � . • , � . �'�y Q�' . .•t .t , '• j � � C D L �,,,�.w'=":...,, i _+-.n.� yr• ' �`�{ • .�� � � } � � 1 7 �-„� � p $' (� c �^f . NOTES D�� 41t Bt�l OQOY QELI d6fl�l @£LL 6flL OO�Y CS4L CDOY Efli. BODY BEI.I @OOY � 4(�hn�t�� i'0,���i.L� �X / OSJQLS�L�� ��� �� ' � \\ � D•DItdETEN, l•IEMGTN� Q•GR101 a' �tl• 0(NOS lNOU4D ALMAYr 0[ IIOOCEO � ��L j t � �- � `�— � TAM Al�� BEDDING ���..TAIt,,.� r,aAr�uFacTUR�fl ��OQ�L. �Q OPTIONS TO EjE FURNI3HED 2 Ntfl�NU4 40` 4AOVN0 COV[� IILOUIR[� tl1NP tLtKP tl�t�t► CI�MP CLA4tP «►u/' CL�uP pA4P ttA�T ClxuP GL�� CL�ur «�wP 7 _ ,1 �tND SURVEYOi4l;•CIViI.E�{Gtf�t��4tit+lG• MAE'PIPiG !� � � J��,. rJ D � � A&EERlCAH-�A����Cs �1+5(�1/� �-b2-8 FURNISH STANDARD Pf�ODUCT 3 OA�ED QN 160 ►01 INTERNAL ♦Nfl6UllL � 1��2�tl2 45/� T�/Y �V2 i1/2 t 6�/4 �T%Q 2�J4 I t3/i4 !V� �V{ 3'�n =1��� �� � �� ' �Q Qex u0�) • 1 I� �.JS! 4�h StrPZt � i �« �, � _ .. � � 't'����`` � 4 36 ►1EAH4 AqTM STfJ(1 Of41GllAT10H A'38 w�.. �-�- �341C, CC)�U�.1Cf<) �lf,3t • Pnon¢ {.3()3p 3��-�+3�7�� ;� ^ 3 r � TM�� � NUii a�+.i� ee A3TU STANQ�W6 DESIGNATION f 2�1/i 1� !4R 1 ♦I�t P 10�/1 Tl/0 �►/9 Ll'y/1G t II/i S!/2iV'! Sll2�l/2 [� � DRE55ER MAr�Uf1r.C.CT'uRiNG 1� �i y BRQ�ZG BUSMED SHQE A �0/GflADC A Oq 6 NE%A6QN IIEAVY EEp�f 8. � � � `, �u !'SEE f1E RODOCTA.II QA�WIN6 Al.S0,71E ROQ � z1/Z.tJI �i t23.4 �7V{ �V2 IV� t'+V; !U1 8VA � Y It�4 �V2�1rt <ilft. WATER DETAILS � - -, �`j,��� �„�� �,,. ef � D �T A� � �QO�L 129 w17N 0-R1NG3 � � � tOUPItNG GE1JIl�, CLA1d► OET�ILS AHObCT �T ; � ,LL :� � 64UELI.ER COto!W��Y C��N�T��LLIR ZP� fU}2NISN STAfdt?AF�D PROOUC7 c�axr GETAtLS i -°' ; i � T' lfriGTn RffER9 TO 1NQ ♦uQtlH7 Oi �ItE WHtCl1 �2 24'ZiSJB �/�Z �i0r^� �� ♦1/� ! NI/t illj2 ! DIR 2L�Y 2V2 4trt�l/e 41rLs5f6 # - , � WATEFiCUS CDM�AIjY P4CER �RQN4E �U,SNED SHOE uuBT BE Tt(D 106(THLR ANC 1�HOT NECCSSAFtLT -` -yv�M� + �' � W�-67 '.VIT}i 0-RINGS Fl1RNISN TNE lEtrOiNOFTNCeQ03 �o SrSJ� 2�Irt 217/8 �I12 �3/4 iV2 i93H �Ti/2 @ ]/8 TU= s z��i r�l2�sleaVZ�SJd � �_� i � BFiQNZE S}iA�lj COUF�I.ICJG -- - - '—� DRr� �/L/� oes__ _ _ __ � � 20 S.S/1 SOV� 255/� lIJ2 �!N IV2 21:/{ Ttl/4 SOl/� �112 3 2,1� ii,�2..".!� 4lfZr5le - -- , - - --- -- - -�------- ------ - ---- ----- � ctax �ru sri�er 3 0� 4 i � , " � rioTE Ai t rnr��rrls�oris ira itrr.►�es onTE 01/31/84 � n�v --____�______�-��t3 ��u- JY/83/085 �� - � - � = IRE MY�RA�1T ASSEiv1BLY � � - � . < < .��. o� - - - �,�..��r� � . -�x4,v,....x••m,*.�•"�"'4'.. '�'�s+:?r.R'-^,+sa.o-�,..�.a��Sa's=^"�.,.,. _nr2E°Mr7'ar.at"?;�-^_s;s»^r'�__sa.:-.'*'^irF.s'•QF"It.'.-r'=�1°T.'w"i'x-`.'�'5+:.'i�T_mP"eTrna�:.>•�»•�,y.�-3i"8'ln'CYF-+R^=;�atqscG':LC:'3"e.°�°...:izxkt�,b.�A'�H:.93n:as34srs'�k`an OaatES..:as�s�'C'siR6.^��a8*'+�S.:.TMS{i¢'x�.4•��csa�.Gra-'�L3a�issiaa=••_,�_•"°'�l�`py. 'SVU�p:tea..'�+eweexmaSO s � ' a"� - _ - _ . � �, � , .a j ° . . - � . � . _ � _ i - �°`- -. _ _ � , _ �-.< � , � - , - s '_ ; , _ . , _ . �. C'? ! ' , - " � , • r � , -, t , _ � � � � � . �' � #_ � -� _ - - , . +p `� G3 �'� C� �� � ° - ` � - ",�' � � p � ` � Q w. � f " - , , '� �'i,� �� - _ �rf�'j�/,�@.��+ I '� � }'i' � y � { ` - f * �� ' SJ Tt"'.-`.n r cR"' `- _ h � ` ' ` � � _ _ _ lF - ' � _ v d�iiF2�t^_� cc��.tc!" ,�.�s.� ' � n r 3p .. , ' . _ i T.�YVi¢_ � F RL.+s , t . 3 ' _ k ' ^ C � �,�� ��i i r� � � � _ �--�.-=�-��'�-�-�� - .��W'�t�C�� ��-�-,-.�.-�»�., 4�0 ,�A�; , A _ . , _. � - -, � T - ' " . " , _ . - - ,,o`�� ' ea "a `� � � � ` .., r a ._.....,,:__ _ Y_ � D4�����[�� a'1r � y _ .�n--�.'s '���'r� _ -.�x_..--_. � '� • `� - � � ' - - ,,� � .-�-ao0 np�C�, fdr �?, �� ' �t� � ' �,��� - b . � � ,;���� � � bed dinp An� f nd _ - * - � � � ' ;;�, Cf'' �� ; ' M l\��"``` w - - ` � ' '.�+ezcvrr.,R-ez �,�� c�� s�_._' " vi_-..�_v._....,..v� 4 � ��L' _ � � i �. � � ' � V ra� � ' � _ - � _6 ��min •" -� � � ' _ � � ' _ , � _ - � � ��� a;, i • � i - . � � , a � " - - ��'� , ...,_. - ...a , -__ ` - a.,�� x �'a.'-'�r.1� !y. y i- Q .�.��� .�w�IL,��MY� 'k� �' i ' - � �.a x»�.�L }� �--" J, MIN. LAYING CONDITIONS: LAYINC� CONDITIONS , � � 3�� , � a o 0 0 0-, ' - - CAST IRON PIPE IN ROCK OR , WET SOIL , - a• o ,aa ' , �� . - � .�,� d 0 a d,a q 0 0• ° � � D. `" 9 ' - DUCTILE IRON PIPE � � � � � o a a Q . � , ` - - . _ .�.,.��,�___s_n p 4 o b --- - ,.. ' _ , ` _ r v _ _ - _ 0 0 a p. _ ' a - _ - _ _ _ _ �. _ o ,d a - , , p 4 0 ; _ _ . - - � , p . ��r�� � ' � � _R _ � , _ - , _ TF�FtU9T �LAGKINC� � F�� - THRUST BLOCKING FOR VALVE Y ,�� � l _ � � � � � ` �£ � - • _ _ . REf�U41N � GR��� . THRU9' BLOCKIN4 FOR � � � - � � ' � ` - � " - - � C L05E D END TE E - � � � � � ` k . - , �� �� . TNRUST �LOCK i N4 FOR TEE # i 1 - ` � _ � -. ' ^ �� •. _ ' t ' t x i r ' - ����nT��' ��� _ a � y' - , _ "' ; '_ _ _ - - - . ' - ; _ - , � - , h, �� " � �' O "a , , � . � - . � " -- . � ` , � ;� � _ �_ - � � - -- ' - , - ' r . - i . Y • � � - � Q 4 , p.atb, _ ''"'� ,o D , o� Q� ; � ' ; � . - ` . _ _ � ; ` _ - _ - - � ._ ._�� _.. � _ „� � � �'�°�o:a � . • - � - � . TNf�U�T i��!� � TI ON . � - �.�..�_ ` ; , - . - _ � - - , _ � � . . _ - � - . . � � - . - '. _ _ � - - � r �- � - _ . " > , t�t�Nt�F��f� MIX ` ` , - , - � - - - - � � y ' 1 � _ `_ _ r ...��. � -n�m�a a•,.v.aw+_ � � j - � � . - - - _ �f�(�C.�� ��b� �t��t��t�ft� (�E! t�py�1 19 �►KC�talrad _ _ e ° - _ - - � - _ . __ �� �,.. ;� - � , _ - � , - - . - - . - � _� � � � � ' - � _ , � � _ - • ' � - � � ` , _ _ � . � - �_ _, � ,.-,. �;�"�`..�.�..�.�-.�_.�'�,.�.,..,,�..,,r .,,� � :0 'Q . � - . � t ' - - _ _ _ _ ° ----j--_.. -r--=w I 4�f h =---� _ � _ . � , ' ` ,' �, c� • p;; '�'�°�`. Qj' . � ; ` , y , �- , , , R" � �e� 41 �!� A`� . � ,i � - i , ,d' pQ. � ;O i . - , r w . . _ ��� , � • � � �'J ' ,, 9 •• �',T . , ' - � - . _ _ . , _ � - _ �,� ,� � '���t a:'� :,� ''`� -q, ,�'O '- .,°� •'''v• ,0..8, . e •;9 _ - _ _ _ - _ ' ' ' i ' } .._r+ .+�,� . ..r,sr'--*�.e.�.''�'�j� �'*� +Q � t 1� �{ � . 1 � c� ,. - - A I�i♦ �/��y� �J,y( n q '��`� Q 4;�r�` i �., +• �Y _.-- a _ ' i ` t- e I ` ` - p' � ) Q rO _ _ A��1' l' M ' , +� �(+Ii i.Q, � �fY� �` _ , - _ � _ _ - - p 4 A undialurq�d ac�rt�h _ �-j��� _ ° ,- ' - � - _ _ . . A 'b a �p , ", - - �, ��j�x � �� �, `f � - � _ - _ _ - - � - , ` � � ° � ` � ' , � _ �, _ � - - � � THRUST BLOGKING FOR SMALL DEFLECTION ANGLES o ;� a' A , �,_ ' i _ ' t , • , . ° ; , ��"`� - , ' .� TH R UST 8 LOCilIPG FOR WYE - - � �. _�,�-,._ � ; - _ = � _ ` �� y ` , ' - _ _ , - _' ' . � � � . � , , - - _ ' , r$ _ - � � f MAX. & 7� M I N. , _ _ � _ - � � - � - � "w'-�a��; _ EACH SIDE OF PIPE - � _ � TRENCH � EXCAVATION , - � INITIAL TAM�INO � { ' � . j�'��'�� - ' � ' � _ - � , � _ _ _ - T _ _ - _ � , , -� - � � �- � � � - t � � � - . � , . � � - � _ � _ � - - - .. . � � _ � . _ K � � � , _ � . _ " _ � , � � , ` _. , , � - _ _ . - QQ N07 �XT�NQ �QNG R�T� ° � � - - , ` , � , - � , - ` - � - - - � _ _ � " � ' ��YpNR _FITTI NG° E��L.�, � �� _ - { `- ` r - � .- , � -_ ; -- , - __ - - _ �" � ; ' _. - - .� � ` , - , � , _ _ ; _ . � . � . . � _ � � - . - � , t� _ � � � _ - ` - - � � ' � � � ' � - s A, THRUST BLOCK DESIGN � �-- ;.�-�=-�.-. � - _ ` . _ _ - , � ' _ ! y - - � q ASS U M E �;� 3 ^ A - ' F - " ' - _ � - ; , , t ' _ - . ' "_ - • � p' a � '� � _ , } � ` - - � ' _ � - ' . - , � � - SIZE 8 ' Diameter ' p � 0 Ood � f � , " : " , _ - . _ _ � � � _ � ' � - Q'4 � _ � ' E " ' " ' - " � - � o a - - DEFLECTION = 45 ° Bend � 0o a ; _ _ , � - . _ F � � , o p , �Q"� _ � � PRESSURE = Operating at 90 psi ' _ , . _ � J . � ° � , _ � `' -° .° �� °_ o _ _ TESTS - 50% -' , � - , r _ ° ` ` _ - _ � � - ` ' p o 6QO Q,_ - , .00 ,4. � ��a . OF ABOVE AT 45 p s.i, . � : - . _ ' - . , _ � , _ ' � ' . �s . �_ � - � .o �o ° d o � - � ° ` ` 0 a• ��o � TOTAL � 135 p si ' , ' ' , = � _ ` " , � * , � � - _ _ O� � O'� Q �j ` r� p O � p'pti0.o. S��L = ,- � � t � _ � - _ - ,. ' - : � � � � i - ' � - a' a ° p, � _ .o o Compact Sand r� ", _ � , < ` , -; , _ , , ' ,�`y o' _ ` ' , p o , _� , - -, . � . . � - - - ' e � � _ c �Q � I DETERMINE THRUST ,�,f , _ _ < - _ - - . � - - ,` _ � _ . . - � . , � j _ _ � �y . - - � _ - � - _ a) from TABLE A, 8 '� bend at 45 ° � � ° . _ r - - � � � _ . � _ � - � ! � � - � , ! IN AREAS OF SPAN LIMITATIO.NS � . at IOOpsi = 3860 Lbs. . _ , � _ _ . . , � - . � - - - _ � , _ � � . - b) Test Pressure - I p s i. � < < ; , _ . , - _ , , _ .. , - . , _ - _ - . - , _ � - _ - � � _� _ . _ , ' � . therefore I 35 t3860 ) 5210 Lbs � ' ` �°,� _ , ' . _ - _ _ - y - - � � � ' _ _ , - - � � � - - - . _ - - � - , " , �� ; - � ; -F ' � '_ ,' - _ , � ` � . - Y � � - � � - � � � - 2 Determine Soil Bearing Capacity from ,. "'i ' " _ " - " , � ' _ " " - ' . " °' ' • �` ° ' , "_ ' -- f , _; - - , _ - e • , J ,_` r , _ - _ - . _ _ . _ ~ , � _ _ � _ � T ABLE B for Compact Sond use 3000 p.s f. .. - - -� , _ � � _ � - -' - _ - � . _ . . __ - ` - � - ' _ � ' - � � - :�' r - � �- ' - - - �EFORE COMP�AC�ION _ AFTER � COMPAC TION - - - . , - . THRUST 8L�)CKING FOR - CROSS � � s _ 3 Determine THRUST BLOCK AREA :` , „ _ _ _ _ � _ _ e , i� ,� ' - - Divide ihrust by soi I bearing value �' , r ' , - .� . � _ � - , � � _ - � 4 " � _ � ^ TABLE A TNRU T � REACT � r - , - 5210/ 3000 - 174 sq ft of Block Bearing Qrea ' � �_tl� - , F , , � � _ � ` , • ' - ��� ,. NOMINAL �. ^ MINIMUM yTHRUST AFEA ftz NOMINAL - POUNDS AT IQO P.S. I: ` ' � - . � __ . � , . _- y DIAMETER _ DEAD - 5�lg 11 '/q , 221/2 45° . ` 90°° , Q1�1M�TER DEAD ' _5 �/g o - _II �/4 ° - 22 �I2° , 45° � 90° " - � . - - �-���y' - -� � - � ` - . - ' ° f inches �ND BEND � BENO 6END 6END . _BEND inches� - END BEND BEND BEfVD �� BEND BEND y ` � 4 SIZ E BLOCK• _� . , - , . - - _ - _ _ - °� - � � � . � - a _ ' ,- � _ � _ ` � � ' ' , ' - °- 6 ' _ �T 3 1 5 - f 5 2 2 ' 4\ 6 2,840 280 560 I,I 10 � 2, I70 � - 4,010 " 1. 74 = 1.3 ' X -I.3' � - _ � _ - ,- W IDTH = 1.3� ;� -`� `; - �, - - � _ - _ , � `8 - _ 5 r I 5 I 5 2 � 4 8 8_ 5, 040 500 990 1,970 3, 860 = 7,130 � DEPTH = 13� ' � = ; ` - ' � �._ , , � �- 10 " g � 2 2 _ 3 6 , II � 10 7,860 780 1,560 3,080 6,030 I I ,l40 - - � . �, - - • � - - ° -- D'• 6 - ' ", � -- ' ` " f �a - ' 1_� II. 3 2 ` 2 4.5 8.5 °16 , : I 2 � I I, 310 " I, 120 2,275 _ 4,410 8,685 16,050 ,°�a a ' . F ,_ � � � � � -� - - � � _- - ' � - _ ` - = TABLE 6 - . � _ - � a • p a' ° � = 'M= - _ , ` - � F - . _ � � . � � � � - � � � � � BEARING STRENGTH OF SOILS � ° ° • � ° Q _ W .�� _ - � � _ � - � - • _ ° � ` � o ` - � ' � � � � ` � -' 4- �- ° -� � ` ' SOIL AND SAFE rBEARING LOADS - LBS SQ. FT - " 'D �° - � ^ ,_, � , , , ,, - y ` � ` _ ' _ - _ _ _ � � ^ _ ' - ' - - - 4',. o, J - w - { ° _ _� ` - , — N— � - � � ` � - - Sound Shole . ° 10,000 - o a•; — (� " ` � � , , ' � � ' � ` � Y - � . , > Cemented Grove i and � Sand �- _ . _ _ - ' ' � - , � f� j " __ � , , : . _ , ° , _ _ � � � - ,-_ _ . . - ,- - ' , _ . d�ff�cult to p�ck ' 4 000 � � � 4 : y� � �, - . ' , , ^ - j ` _ , . _ , Y - , ` _ _ { ' ` `� - Coorse and f�ne compoct Sond - - _ 3, 000 , � `� - ; � ' ' � - _ � � " , � " - - - Medium Cioy - Can be_ spaded u' ° 2,000 � � . ��j _ � - - n ��_ � . } _ - _ �._ - _ _ _ Jahnson, Kunkel & Associates, lnc. � ��' - � " SOff CIQ�I- ` - ��OOO � - - LANDSURVEYiNG•CIVILENGINEERINC•R�AP?1liG ' ; � _- ` ` �- � ' r@AC K F I L L f N C� A R O U N D � P I P E � � � �y _ � � � ` " P o sox ao9 • 113 East 4th Street �. , , , _ - . _ _ M uck - � � 4 � � �_ � � �- - � � - l� COMPACT 12�� �11�N. - ABOVE PIPE _ � � - " - _ _ - . ` ° � THRUST BLOCKII�G FOR 90° ELBOW . Eag�e, Colorado s�63� • Phone (303) 32ti-6368 � . � , -.� - � � _� "- � FOR A' C - AND PLASTIC. WELL � � - ` � ` � r � � _ - TRENCHIN�, BACKFILL AND � , � - - � . , _ . A ' � , - - � - � - � PLACEDi FOR OTHER SEL=ECT = - • � - ` � " ° ' THRUST BLOCK DET ILS � ; , , - . - _ _ � � � � - _ " ' BACIf F t LL: � � � ; - ` - _ � � � � ' - H _ , _ - ' �;! � , ' - , � � _ " � , , , � � � � , � _ , _ - � - ' - - ' - ` v _ ORN tI L M DES. . 1 , - - - - . � � , - ' � _ - � � � CHK REV SNEET 4 OF 4 ' ,�_� . - � " _ _ _ ° � - t _ - - - y _ _ - oATe 01/31/84 aEV �os r+o J K/83/085 � ' ; _ _ - - _ - _ _ , - , . ` _ _ > =,.-� - . - � , _ ' - -, ' � . � F. 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' , � / , . ' _ .. . __ °� - � 1 �+.._.....---r' ^ . O ,� °- U ' ��ti/" .. _ � /� f+ ' ,_ � ` ' j �' Q L�T _ • �� - '��.?� ' � � " � J W 7 " ` Q � �(]!/j��((J�j��[{j ' ,w.....w++�-w.Y,+n�.�e.+.-...r-...a„--.�,.. .. .r�«+.r,..H-wr.r..rwr....a-....a,....-w.. / �'^ � � ' � i 'wI i AJ *'...u^-Mhvk+w.�'rw. y H�Y......i.wt o � . .. � � z �. + '- t � ' / O �1',, .. � r�'.� _ .. . _ ' _ ` ' �o -` ` 78 4 2 -�� � � -�,�- � > � ` ` . �$39 �-.°'K .�.,..�..,:�...�„�.,,,.,�.,.�,,,�...-,�..,�....�,,...:.�...... ' � . � � , ° �"'- _ , _°� , ` � � 78 . � , � ' , . ' . . � - , SCALE ��_ � ° b/ _ � � • , I l0 _ ' _ , ^ y ; , �11t=`7843 � �� - .. � � - /, o �� - � � �'� / ' . ` . '�O��r ' , '"'~ . % , ,.--- 4� . , _ 49 � , �, _ ; � � � , 7848 - � � n i `o — � n � � 47 � > = m , 46 �' ^ W k+�FS v _ S V � � N . Z o � 7845 � � W F . � c O W F Z S ' O V 0 � . } Q y Z = W W W ~ 1� � � U � � � � r � in a l7 m w - � � , � 0 44 _ -� �� O m ` - ' a- z z � � - 43 - - C - � 42 � r � -- � - � - " 41 , ' 7840 � �"- 0 + 00 0+50 I + 00 � PLATE 1,PLAN-PROFILE " ' II 1�'�� KEUFFEI S ESSER CO. ' 48 7024 Made m U SA.' } ` l.� ��S:Fla"u'h'c�°slr.�"3'2I�1�:HF � - GENERAL NOTES (WATER) : �G;� , � � � 1) All water lines and appurtenances shall be constructed pLt,st; SHAI.L 0E MECNANfCALLY r��STRAtA�Ct�; _, , t � ° � in accordance with approved specifications and plans of A-R?R 5LEEVE TYPE MAC�IiN�D CpUPL1WQ � `�-`- U5@ 2- 3� `� diCl cntim�um ICitEC1 t�B The Upper Eagle Valley Sanitation District. PIPE T1E BACK TO N�XT CCLJPI.iNG, 4 � 2) Seven feet of cover shall be maintained on all water lines. 9-� BELL ANO SP!GOT PIPE rods -p�iy ��ranner! -to next pi�e j� 3) Ductile iron p�pe shall be Class 52 with a laying length TO BELL.--- "�'�' 2" PIP� OR ` ` _` n� 3 tie hars—� "�- �-�� Typ�cal h�th sictes o# b�nd �-�, ' of 2o feet. ' 5t,�ALt.�'"rt , " - t1fi ����.0 , \� , 4) Ductile iron pipe shall conform to Federal specifications .' �r � �(. 1- �- WW-P-421C. " 2� MIN. 2�� � ! ,� `�, -�c _�:l �,�.�.�.....�..��m���.:�,��.J:�:�����.�;�� _ 5) Ductile iron pipe joints� shal'1 be Tyton type. � , � __- - - � 6) All tees and crosses shali be Class 52 ductile iron and pLUG WtTN shall have mechanical joints. ,. �� - ` ��'''`� ���-�"�---v�`--� �' " ' 7? Fittings for receivinq of valv�s in �he line shall be ' .•�-•': ;�,4;: ! TAP � �--,�:,.,s�.�....�.��.-�----,�.�.-.�:..�--�-fi�...,�-��..-, ,� ,- •� ��f � � ; mechanical joints conforming to AFI�vA C10-64 designed for "*'"'-'"-' '"�.i•.' i.l, �' , ,,��f=�`-yf - , -j - , ; 250 psi. . . • • .a: �,` �� ^- .� , z-s . � � -, s it horizontal or v rt c � ; =�j-#=�-� �,� � � ~� � ", ,f � 8) All. bend , e h�r e i al, shall have a � �' � ���� '- 4 �"`,�'' ', °�_�� �� Il,=��_-�-��= ��; �}�=� `,--�� , f lexible type j oint, c�mmon to tY�e type of pipe or pipe 3��GA�YANIZED PiPE CAP i��STOP U , CONCRET� ��`,�?�;� '� �� � ,'``����i joints being used. IN A 6��VA�YE SOX WaSTE VALYE kiCK$LOC}C -- ' ,� ,rr�� ,r � �`�-�;�_ 2 - �te�. 5 hcrrs bent os 9) Concrete thrust blocks shal� obtain 30�0 psi - 28 day �� �'% 'k� � ' �� � ��� � S�l(}�,�il - niace �n� eoch � g ' ` � _ - � stren th. ' h t s � - �%� -� � ,;�t__ � ' �' �i��. 10) All pipe shall be subject to pressure and leakage tests """""' 1'� � A ° .��'%k` ,,{ �'�,�= '' - �t«-� ��-'�\ SlE1� Of neftd. w' n s d b -� r, M1 .��. � �,�,,s�,,,,� „��. �1�h =�� ,�-�_'_ -` , �t e se y district representative. _ _ y,t F`- , , '��� ,,- �,;t,r ;�, �� ,fTi,; � , 11) All DIP is to be poly wrapped, cathodtic protection not �� ` -; - '-�`,�";; ;rM����;�``�,,� ��� �Thrust hlock fio be p1c�C�d required for this project. ' ���'r�y'' t��t';� � � '� S�-�' (lt]QiflS1 t�i1CIIStlJt�2d S�71) 12) Individual water meters and/or PRV valves shall be required GROUNt3 1.1N� J ' 'Y==-�--�•fi \1a � on all lots at time of development at lot owners expense. , �, , � � ` � 13) All water and sewer service taps shall be made prior to `� �� � � � �� -y pavinq. N CAI.V. PIPE CAP EpMPI.ETE 6�� `/A�VE BOX a � SECT'Ic�N - VERTICAL THRUST F3LOCK 14) AZ1 areas disturbed by construc�ion shall be revegetated 2 SECTlONS, 6�� ASS�M6�Y � = with wheat grasses. VALVE BOX OR � � � A , 15y The alignment, grade, line or other improvements shown on �'UlL �OX A$SY. c� _ '� �' the plans are sub�ect to minor adj ustment by the Engineer - 2��GALV. CdUPLiNG . _ ; in the field to meet field requirements. Major changes must C° ' be approved by the district engineer. ' p' 16) Minimum horizontal separation of 10 feet and vertical separa- , �ion of 18 inChes is to be maintained between sewer and '� GA�V. P1PE - water lines. b'� vAI.VE 8�X � _ � � 17} See specifications for additiorral information. WIOE OVAL B�� �.� � PI.Li�r W17'}i . -. APPROXIMATE QUANTITIES: i„ =Ap , ,� 8" DIP Class 52 - 80 LF gp� �'S + r� a BUSNING � �� �� 1`� K-TYP£ CQPP£R 'NA.S G vA�vE i� � , �- 8x8x8 Tee - 1 EA EL90w � � � � Temporary F3lowoff - 1 EA PlP� � fi . �j � , 8" Gate Valve - 1 EA • • ` � ' ' I CU. FT. • � 12�� �(tA. PIPE - °� , , _ ' i t/2 CU.FT. �� �� OR SMAI.LEF _� p� " OF GRAVEL GRAVEL �LEVA��OI�I `� ' „ OfitCt/tt. STAEET ORADB � t COYPAC7ED COYPA�T[D • - NEw cues•e� DEDOINO PtOTE VALYE 80XES SHALL BE 3 P1EC� aDJUS�:�E�� Ss^.�E'd0 - . "` �,�"-'��,::;,�.�.��,ti� � ��� �.;r�.� � � ��.��-- ` sa �-+ ' . � G--..� eacx�i�+.� NApD OR NAGf11MC TAY►fD SAGKIILL TYQ� A,S FOLI.OWS� ' ; , �� COVEfl VAW1E9 � �/ / �1 I . �- . . �����U_ _. � .- . ' 6860LWfTN� N0.16t1T0'VAL�BASEvALVE 9CX �SS��iEL7 SE�sES //////////// � ♦6 BEHD .� . � : ' .� ` : . : ",�; r,• `t ^ � : A�a aeno CONOUIT �' ' ,�� .' ,-'.�" � •;' �, ��; .',ti�s; _ - ,�' ;.:�•_;': 2-CLA7 .�NO P.�il.7 SCREW-7YP� 6�� GL Va�VE BaX �5.5'tM£i1.,7 � y' � ''•��, ' W4T[A•TIONT F`EYI•0' , COUfLINO `� ',` '�i�''=:•_ (�Q, p���8 �/�/��� NO 150 LARGc �i�f� �QJC�. , ueoisrupeec :% - r :'i� : ALL PIPE 0 ER 2 D � � � '•ti, �CONi01lLiNa TO •�TY C' �YO s•� •• •�•�,,�M • UfIOHTUROCD �/ � ,• �Q R£4UIRES a ��� K-�YPE C�PPER h'��pE ` t \ ! BEDOINO : • ' �-�r` _ o � �t EApOlO WITN TWO �CRIE3 �00 • '� . �� oE00tMQ ^ `�� - - • • 3TAINLE33 �T�E� s.NO�. -_:=;:.,i: _ ' '-' .= TEMPORARY BLOW - OFF DETAILS ' \ ti.':.'•.•:j� : : %• " ''i:�•���'�,•� ..:s � \ HARNE99 RUO! �� ?�pg� � ab° 9E►t0 ExIST1N8 •R!►IAGC [xlsTlpO 3[M[R w�TN DuGTI�[ IRON' � '4 [XI DTI MQ i,�_" "�� � t2� U�M •C�fl11 CEYCNT'►�OR7A11 I.IM[0 ►OLT[TNYIENC Mllf►►(0 'LMlR � . MrATtl1 ►IPf COtlt011LIq0 To �►rw• C'101 � �J � 46° BEND ' -. - _ ,-_ +• _._. _ _ _ . _ _ - , , = - - '- � " - • UMOISTUAeEO ' ; r:�--���_ �' : UMOISTURDED _ , f OEOCINY :�_ _:�' � _a�blM. �� _'+ '1' _- 's- OEDDtrY '.�T` '} � 0 D + 2' kl�H � ' _ _ = -r_ •` � ' � VNOi�TURO[D SOiI ' ' � ? ? � UNOf3TUq8CD t01� - .' ' = MARK WITH 3� STEEL FENCEPOST ., . . , � • . : � � ' ' . � Cover for stop box shal� be �nstalled a �� • r�OTES 6' w�M - ' ' ' � mo�ntained level w�ih the ad�ocent ground �� � I�P�G i H OF EXTENSION OF PIPE :'1ND HAR{`lESS RODS SNALI. 8E � - - ' 1Pt ACCGRDANCE 1NITH TNE DIS7RtCT SPEClFICATIONS � ' `� ; ; ALI. GCCdDUi7 CROSSiNGS SHALL 8E PQ�YETHYt,�NE WRAPPED ,' � _ w�r[R ua[ , .°;, OUC7ILE iROt� piPE. /Road shoulder Y CAT}10piC PROTECTION SHa�L QE AS RE4UiRE0 1N ACCORDANCE � . � CILAN�SiLtCT s�►NO oa souceae[ f ' WITFf TNE SPECIFICATIONS. . . I � � ROADWAY , ' , . ' " "�l�� — ----- ---�---- S� T -- ------- _____ — _ _ -- � -. � CON DU {T CROSSI N G DETA! L 9. M,x — — � -��1_-_ --_ --- --- -- --- _— � � , , NOTES ,�, � � ' TH�S STANOARD APPLIES ONLY FOR NON-PRES3URIZED SANI7ARY � ' SERViCE TAPS ANO SANITARY SEWERS EIGNT(8)-iNCH aN0 SMALLER Property Serv�ce � e sholl be t e K� . � SANITARY SEWERS MAY NOT BE CUT WITHOUT THE EXPRE5SE0 P p yP ' CONSENT OF THE O►STRtCT A DISTRICT INSPECTOR WILL BE ON L�ne copper from moin through the - ` SITE DURIN� CONSTRUCTION � ,� DUCTILE IRON PIPE USED 70 REPLACE SECTIONS OF SANITARY Curb stop meter p�t Corporation stop ; � f4 AND COMPA TED�NPACCOROANCE WITNN�'NE O�S�7�ii T SPElFI�GtA710NS --_ ------- --`-— --- -- —--- ---— — ----------- — _—�_�__ �. ,�' e � S " � � Lot owners service pipe and responsib�Jity ; ,,,,- _ - tlnstalled by Developer) MA�N �°�"- � � aP��ox. c��� L,N� WORD WATER ON COVER SEWER CROSSING DETAI L Insulating coupling ;tJ � _ / � '`��%��Y�°• -a -;.•°. required w�th metollic ;� d,�'ab �Dqo° ' � � - TYPICAL SERVICE PROFI_E Woter mains � � �; � r i ��' s�.xs"�3cx cc�c r � c�.�AF� EExC�.pT iN VARtES � 24�MIN. .. '�; PAV�MENT) fF C�EATER THAN —' , ;� 5'-0'� P�GVt[7E �ROpERr'r ur+E , OF�AT}NCi t�t.lT 6�F1RE H'IDRAtiT � - ' _ +IA�.`,� �OY 'tYl�}�€ EXTENSiQN W17H � . � ,,�,� ��A� �,�� ��o - � ' CLANiP DETAlLS Ai�D DII�ENSION � � CENTERlNG RING uroE "' cv ` Y ` ;�, � - � �. . � �c.Q� � � � � ` � � LENGTN TIED P I PE �' „ .�.::.._ ____ . ' �'a � L_ � ►�rt s�t[ �' •' �' c:' �a' to' • ' _ � � � H70RANT 9ASE �Q ORAIHAGE ROC!( � ` � V+��- ��A�-v� �•.x.�E � CF PO�YET1t�r�ENE �TO EXCI.UC'E BAC�C' p L G 0 L 0 0 � fl � L G 0 l. Cr 0 l O 1{OTE ALL 801T , ' �',a Fit1. titATER1Al FRflAI VOtOS IN ROCX —fi"►.lJ. W7E �s�I.YE 9 . ►io�Es To �e aie" TEE OA � . - • A'I9! A-11� t ARGEfl OIA Tl1Afd . , � � i� � ��� t C 11'74 ��, f30� A'!t 3�4 t2 0 A-7t 3/4 40G �'3! �/� ��0� ��4 100� BOLT } '` , � � p 6�YAIYE BCX, wtOE OvAL 6ASE � r• 1/3�.� �IIN wELL GRAOED GAAVEL, w�vc c�e i cA e- t�• ,. ; C013E3LE570NE OR "ERfGX'S�ZED" . . . . ♦ � � �WO OA � A'H� �• �'it] "{.. � .• • � •• '� �US}{� Ra,)( F�Fj Of�j,�(�('j� � �/4 t D� A-ii ��4 I]0� A'16 �/4 22 0� A'li �/4 �0 0� A�S{ ��� i{ 0 �f� �0 0 - —-- � • . � 64 •• Ca�'7 � ; � d = �r� � { ,.� Lp aFNO ♦ '+' , j �� <� ���.•6� � � I� . . � . , � � � �-�- t — 6^x6-� Q• �'_�" ' 6" al. PiPE ��. �,t '•� .s•ec«o �% :e' •-u ��� �o' �•ss 34 so' s-as s�� no' ♦-�s �4 �sa' �•a• �!� :�o' �-is `i; ,�.i• t • A � c � • • • �� 2 /� 10� �'!i { 10� A•7t /4 2 0� A'3• /� S0� A'!� �j SA� 4'7• � ••�� i � � = `— I . . 8'�X6"TE� 9� �'_7" 3/4��ROOS fl CLAMRS � :s b •cNO � a� i a s' lj s o. � •,"'°,••""•• "� '• •'� ' t2 X 6` T'E� t2� � Trau ot aucHSOw� ror c�,�ur� ' � ' - , ..i � ' `�P••Q•. � •• • . / . � • . � 0O� A'=` . � 1 D� ] �'3• � � j � -' •. .+ .. • .�,• . � : .. ' � !� 0 0� S 1 0� 1 _ •i�,l�"• • ' :4?.�• '� � ,�"�', . :r� PQ_YETNYI..ENE WRAPPED ��'�� �eNO �� �� a•�• 4 �-e� �� � �s �� t.o' a-�• j� : a' � ,� T '� _ v,rt sae � s e o c r e�i SiIE] LL` � 3 � �?="�� �. � A, � � , ` � � � NOTES Clll 800Y •[Ll tDOT dfll 8fli lOOY Ct�� OQDY EEIL BOOT OELL eoor �`�'.�,';.� �' � ����� ��Y�'� }ohnson �un4cel � As�oc:ates lne. � �-p•LIAYET[N, l•LEN6iq� i•6R�D! •' f0• OEND! 31lOtJlD AIMAY• �L ROOOEO Di� !�2[7 tlAUY QLUt CI�NP CLAYP p,A1dP tUM� Gl�4f CI�Mt ClA►P ClA#iP CLluv C�+tuP CL�yP �„x,�,' ,.�;� I r �= ` ' , �--$E� S T A N D A R D B E D Q l I V G D E T A I I..: M t A t J U F A C T U R E R M O Q E[. N fl. 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Bt �l7M iT4N0AN0 �[lIGNA710N 6 2�l/2 13 f42 � �!/2 2 tO�I� TI/t �l/E tit�M t I!/4 ��jtiVT �I/��a�2 � � t _ } ,9 � V�T� V A L V E D E T A l L Q��SSER MANUFAC'tJRlNG b1 9 H $RQNZE BUSNED 5HOE #-so�aa�ot • oa e NEIt�GON ItEAYY SEq�f& ¢ M���L, t'�9 W�TH 0-RING$ •'SEF TIE NOD OET1tl OAAWIN6 A1,SO,T�E H00 f � COUP�fNG 6ETAILi� CLA41► O[TA{CS �NO3ET 8 t�'�f2 �S 12� ��� �VZ ��� �V� '�� 81/0 { 2 t4�� <�4►VZ 4+lrt WATER DETAILS "\ ' - , I4tUELLER CDMPAF�� CEldTURIQN FUANiSN STQNOARO PROOUCT ci��r 6ETA�LS � � ,i � _. „ �� , 1Ap0EL 423 3 A 1NATEROUS COMPaNf PACF.ft 9RONZE BUSHEI? 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LAYING CONDIT (ONS. �L AYING CONDITION3 � o d a � d a _ , , , '' � � f �°�``'°'�; CAST IRON PIPE IN ROCK OR WET SOIL f � a, o a , � - ±' �j4r d���� DUC T IL E � , .y ,+, f RON PIPE , � o o a, a a ° o°. � - - _ �. ������ - , , -�,,�..- _�, p 0 � � Q� � � - r,,, r a . ,*� ;?� ' _ _ _ _ r - _r.�,..4.� p � d n � _ - 6� . -� �- o � p a a a , �� �,... _ . � � , .-��e ��a , � " . - ` TMRUST 9l.�GKINQ FQR - THRUST BLO CKING FOR VALVE "' �-' _ " � � ° ' T H R U 31' BLOCKINO FOR :�,�� �. � - Ft � [)U01 NA 'GF��3g � • ���J� � , �' _ CLOSE D END TEE *� � ' � ���� TNRUST BLOCK I NO FOR TEE - �ia � - , ' _e � �s. - _ 4 ` _ ' � '',. � _� �M,1s �, r ''te. } 4 ��-� _ ° ' ^ •� �� _ � � �.i - * a �. �, ' ' '�;�s � ` . , , 4• a Q , _ _d � � 'r��, - _ _ ' . , ' �'� ��'" � d 4 � 9�•d;8, � � ; . <�., ���- - � ! �ll.����� --- � � �'. ��a d� � �rt T�1RU3T �iE� 0 TION s �� ' ' �> ���...�,�.,..� � o. �r �� . � � _ � _ � - 'i "'" - , � � _ - - . c',UNGF?� T� MiX � � • . 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QQ�° °`�� � THRUST BLOCKING FOR SMALL DEFLECTION AN�LES ' �" � : �` �- ;� - � - - TM R U3T B LOCKIIJG FOR WYE ` , -� _ . _ . _ . _ , , " ; ` _ � I � MAX. a ?�� M I N. � - � - - � ._x„ - _ �.,✓ � - _ � � E AC H SIDE OF` PIPE - TRENCH EXCAVQT ION I NI TIAL T_AMPIN� ' � _ <�A� - � - - x' � � 'T!'- .�i ' _ _ ' , _ , �'3 1 ^ ' " - � , ' - '�� a � - pQ NQT �'XTENp �iQN�iR�T� ' , , ` - - - � _- , . - : Q�YQND �ITTING ��LL _ - � , ,�� _ - - � _ ` ' , � - I + A THRUST BLOCK DESIGN ✓ - .A -_;, _ - � � __ _ `���� o . -- x _ _ - - , , . - o Q'0 ,0 0- 'o_ ASSU M E � , o p o a SIZE 8 '� Diameter � � �� � - � t - , � _ � � p.�4� o•a, DEFLECTION = 45 ° Bend - , - . . ��� ^ - - - � � p a � , o o a - - PRESSURE = Operoting ot 90 ps+ w _ _ - o o � -p ° - TESTS - 50°/a - ���,�; - _ _ . a � , - � - o ° a ° 4• � , � �o o OF ABOVE AT 45 p s.i, {' ;; � - - - p o o a► . • d - o• O � � "" �- ^ � _ _ _ ` � �� o• � $ � a pb C Q o TOTAL 135 p si ; Q`o �w-; J,;y ^ + - , � � d a o o• Q o � 'o`� o•., SOIL - Compoct Sand ., _ �� �, q��' •p � 0 0 , - ' • - •' ° � I DETERMINE THRUST �,� �� _ � - - � � a) from TABLE A, 8 ° bend at 45 ° , _ ; P - ot 100 psi = 3860 Lbs. � -. � , � , IN AREAS OF SPAN LIMITATIONS _ � _ b) Test Pressure = 135 p s i. � .�r'_s - , - _ � � _ � therefore 1.35 (3860 ) = 5210 Lbs � Y Y � � y ' -- , , - 2 Determine Soil Beorin9 Capacity from ; M1.,�� ' � � " P TABLE B for Compact Sand use 3000 p.s.f. j` ' �� � z �;;�fr; ;; - _ - BEFORE COMPACTION AFTER COMPAC TION � _ THRUST BL)CKING FOR CROSS � _ 3 Determine THRUST BLOCK AREA - , " _ ` - Divide thrust by soil bearing value � � : ? - ' ' ' TABLE � A THR T EA T ON ' 5210/ 3000 = 174 sq. ft of Block 6earing Area ` + ' _ NOMINAL MiNIMUM THRUST AFEA ftZ - NOMINAL POUNDS AT (00 P S. I. � r , _� � DIAMETER DEAD 5g/8- II '/q 22�� 45° 90° DIAMETER DEAD 5 51g ° tl I/q ° 22 �/2 ° g5° � gp° - ,' - � _ - inc hes E ND BEN O BEND BEND BEND BEND inches END BEND BEND BEND BEND ' aBENQ ` ` 4 S I Z E B L O CK: '�A,k�'w�� • - � LL 6 3 15 I 5 �2 2� _ 4 6 2,840 280 56� I,I10 2, 170 4,010 . , � � 1, 74 = 1.3 � X 1.3� �- . .a _ WIDTH = 1.3 � � s , ' - ` 8 - - 5 I 5 I 5 2 4 8 � 8 5, 040 500 990 1,970 3, 860 7,130 � DEPTH = I 3� fi ' � " ' ' ^ `s " - , I 0 � 8 2 2 � 3 _ 6 II - 10 7,860 780 1,560 3,080 6;Q30 I 1 ,140 � , �> ,._�r, �� ` ' ' - _ " - - - _ _ I 2 If. 3 2 2 4 5 8 5 16 I 2 , I I, 310 I, 120 2,275 4,410 8,685 16,050 . ° '� a6 - �_ ` f-� ` � ' - " � - TAB LE 6 , a • o °', Q - _,� ; � = A�� ` s - _ � � � , BEARING STRENGTH OF SOILS � � ° ° . - O • Q , ' - , r �..I..� : " - SOIL AND SAFE BEARING LOADS LBS. SQ F_T 'b� Q ° � ,. ` _ ' — �- - - � °• LL.� - Sound Shale 10,000 � p a•: � � 1 N ' ` `� Cemented Grove I ond Sand � a � , � , ' ,i — � , . -� - � diff�cult to pick 4, 000 " � .n - '.-� , �° _ — -- -- Coarse and f�ne compoct Sand � 3, 000 _ _ '" - _ � � Medium Clay - Can be spaded 2,000 � , �� - 5� � , , )ohnson, Kunkel & Associates, Inc. S Oft C IQ y I�OOO LAND SURVEY{NG•CfVll ENGINEERINIG•MAPPIM6 � �yk - � - � � BACK FI LLI NG AROUND PIPE ` ` � Muck 0 ' P O Box 409 • 113 East 4th Street �' Eagle, Colorado 81631 • Phone. (303) 328-6368 - , = COMPACT 12�� MIN. ABOVE PIPE � � . � Q . THRUST BLOCKI�G FoR so° E�BOw TRENCHING BACKFILL AND S � � � `�' � " - FOR_ A— C AND PLASTIC. WELL � - - • ° PLACED FOR OTHER SELECT � � � � THRUST BLOCK DETA I LS '�=FV °�._' - BACKFILL. , ' � ` 4 , k ,-. ' .. � 4 t Si r j ^ • • � .. �� 6 - DRN J L M DES - S 3 _ CHK REV SHEET 4 OF 4 ., � �`_`� oare 0 I/3 I/84 aEV �oa No J K I83/085 .=��' �' - - � F - _ __„a i / l f /�- � � ^ � ' . � 1 ' . 4 � . � ' � ' � _�.�..� � . �� �� t ���....... .. ��„*�---�-- � S I T E , ��� - __..��.- �� ' `_ _ At�ntlow Cree Su v ` j f/`i----. � a � � � �� � y '��'t � o ` : i � \ � ! �� �_ ,� 4� e F ,L,� M H- A94G - � , . .�od. l+ e « � � • �; e �, d'h Rim- 7835 45 ,� -, .� ��s4� V � 1, � � #-�y 1 y y ��'� t � "F � .�3 `¢- � 1 � S r�� � �1V- 2 7 « . +� .� „ � y � b � .� 1 ♦� q ` � \` � �. 1 � ► ti� 4 ' 7 �.r � r �' O ��+q.�r� _ 6 � � _, � � ',�^� , ' �e( . . ,t�� # � �,�J ) `� c,e - ' �, �' ,�,.y#.i,�_ � , � ti. t e �.- �.� ,` ��,,` � y,�L,,.�� �- , _ `,��. -`._ , `a. Q y ,��` N .� � � ' � . , . , �,� � � � _ � "�ti � + � a;,�, � �' � �; .�_1_._. � ,�... - __.�._:_.�.r..� -�..:.u .+ , __ t;� � J f .M �I � V ICIN ITY MAP SCALE � I " = 600� � � � � -, � � , . F� � ' - , � 0 � � NO ' S Q ,_ P� � � . � � ACCESS EASEMENT � '� G`� . ---- ° : _T.� , N� �-- . MH - 108.3 �- . . -;� Inv- 13 32 �.,� _ .{ MH -A94F S °° � GJ \ � Rim-7821.9 MH-108 2 � �� Inv - 15.6 inv- 12.70 _ _ ° �� � We I I � ` 5 — ' o UTI LITY EASEMENT / � � o _ N ____, � P R 0 P 0 S E D N — � I / �- .r; i � l w I / _ � � � W e I I _ � � 1 _ _--� � � ,-_ - I Q � �. � _ � ,. � -, � I w I we�� � . _ �- �' � � . � I �-- I �� � � � 3 i ; 5 � I = � . � � ,- PARCE L B � �;° � PA RC E L C F. " � � � � � � � . � 1 P..��� I o i .. � � / '� ° ' , PARCEL A ' � � a � - � � � / _ �� .� � � , . , � 1 � � r ^ . . 1 . � - � � � , I MH- 1081 I / �M � MH -A94E � �Lift�Station • Rim- 7820 9 Inv- ! 1 83 � � 1 �-� � � i / / � k , �n v- �2. 7 , � 0 R E C R E E K � �r---� _ � � -� . . . �� S —�-��-Sewer`, 1 � _� / MH- 108 MH- 109 �\. / Inv- 19 28 . � .-.= x'a ' � /-- — R i m- 7 8 3 4. I 9 � � • � � � � �nv - 27 89 —��, � - / �— � � . �s / 7 Jj \ � \ � _` / I _ � ��� ��� -- 1 t ` / I O \ � � / / I \ �_ ,� _ L.�.� I � � / / � I \ V F.� /e< � � � � R`° '�= ,, 5e� PARCEL D I , � �� � � „ � � _ . / � . � / � �� , i � � ��� � � 5 I � . �� � i / . / �._�� , ; � I I / �� , � , , � / s � / / - I J� - _$ / / B. � � � �- T / �.� 3�� � � / — — A / -� � � — — �p � ,- � / a --� ,Q e � / _ — —1 8-. ,. � ' _ _ `�/p / Q� , ' _� — --_ _.-- --� � I � � " ` MH- L07 -- ' I / . �, — - Rim-7830.31� _�' '�T inv- 17.35 � I ,� Provide new 8�� Tee 8c 8�� G V. 1\I �, � � PRV See S heet 2 o f 4 � ; I � / ; \ , •' I / .: - � , - � FH � � .- . / / - � � ` - � � 0 10 20 30 40 50 60 �� � �" � SCALE� t°= 30� _ Johnson, Kunkel & Associat�s, lr��, � ,�r � N 0 T E LAND SURVEYlNG•CIVIL EN(iIN�ERiN4 MAPPING I _ - ; Ex�st�ng as- bu� lts token from Po �oXao�� . 1l3East4thStreet � �nformat+on suppl�ed by �1EVSD, Eagie, Cotorado f31G3t . Rhone (3Q3) 32�36368 F " , Eagle Valley Eng�neering and ' y Johnson, Kurkel 8� Assoc�otes, � STEPHENS SUBDIVISION .� ! �nc. f� les. �ontracto� to ver�fy SCHEMATIC UTILITIES -' .' locat�on pr�or to start of � . , . construction: WATER 8► SEWER � ORN. J LM g, G G DES � ` - CNK RE1! 03/30/84 SNEET � OF � ` DA?E 10I28/83 Rev � ,oa,�o JKl83l085 3 �� F 'x� � — t ."�' � 'S� � 4 , ,. _ � ' .._ _ ♦�l f � r ' ` � ' � Y � , ^ ' �` � 4 i • _ ` + �J R�_ �F � � � �+. ` � bt 1 . QQQ$ • { � ^ ` ' � T P 9 n, i� �� Y .. . � { �� _ v(� � — _ . 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'� .. ��.. � , %f i C_ � t J"' w..�.�C-. iC.c `+V S„ �.� i;.i � E - i � , � . .__. .� `r -�. '_ , �.m � --... ' '" ' i ��..,�.+� n_ -.. � � -'- - `--- _ � fi 4' . • -�. l r 1Z'1 � ��'7�AR'1' U}? OTitiF.RSHIP � �*'� ,. � " �.,,u� �3���;� f�tiuw atl rl�n by tht�5� prc�s�tit;� tt,at �11��n T SC��phc�ns, :�t�r-o,i i� �te��hc�iis�, .in1�„;, � � Jean �f Al�,rtln, bein�; yat� c,wn��rs ir, ���E• si�.iple c�� all tl�<it r����] DYO�7�'rt�� . '' � ,���,� �� � �i' , j ,,, < � , � i �.�, - - � , x � ��`� r � ��u of Ca_..1 .. � 1_ ' ii:t� 'olc,r��cc _ �ri' .�; � 1 �7 ,� 5ituate�i in the _o � , C, t , , t, , d t��d i � ] fia5;� ;*�,,� �a , TRUE POSITION OF W I/4 CORNER, SECTION 14 . . � BRASS CAP WITNESS CORNER BEARS ' � �NTER N 01°33' W , 19.80� P � f F1�� , a.��'Ypti A PART OF THE IV I/ 2 S1i� I /4 SECTION 14 T01�INSHIP 5 SCUTH `�`�' yP Tliose ortions oC tltc� NE1/4 S�tili�; u:�d ,vl�li/4 Stal/4 Sec�zc�n l+ 1'u�a;itil�1 + +'1�'�S�`u�utt� '� S�' > > > IZ�nge 81 [lest of thc� 6tt� Prrnc_Lna1 :�SeridLan, descr�bcd a5 f�llc�tr:�: �� >�,���' `'� �s,��>� � ' " 6��2 QT� ylG/y � RAI� GE 81 UVEST OF THE 6TH PF� I �CIPAL � ERIDIAN � � p - �� �������� : gF 5 � �q Y i3e innin � aL ttie �Znrthfaest cc�rner ��f y.c1d PdEl/4 S1d1�4 w1leLice Ll�e trt��;' osi t�a.rar�i AA � ' 09 '' � /V� c,£ *he L,'est 1/4 Cor,ier uf Sai�i Sec tio,l 14 be�rs S 87°09' ld 13S0 OFa �eet�;w`t�5e,nc�e ,��� `�" � R= zssoo ?0 TOWN OF VAIL , EAGLE COUNTY , COLORADO N ��°o��� 4LS.00 f�.��, �lo��� L}�� n�rr��Gr��� l�n� or S�za u�ii� s�.,i�4 t� tn�"-��`` 5� , ��esterly Iinc� ot Pfexdo�a Creek G;onduminLiin�s Yhase III, �cc.ord�ng to tlle cc�n�o- L = 26.2 minium map thereca� r�cordeci in t�ie oifice oF the Eagle County, Colorada, C1 erlc CH = N 65°07�16�� E , 26 2' �97 �� , s ZON ING ADMINISTRATOR CERTIFICATE PL.'��ei�II;G A.1�D F;1tTIP.UN�tI�tiTx;I� CO�Si•SISSION CF3TIrIGATE and Kecorder (C1erk's Records) , elzence t(ie foll�wing tw�� courses along s�iiel _,.� .��';�,,�� � � N 65°03'30"E , 26 II' CALC ) �°)a ° ' , ° , � `t `��� westerly 1ine: (1) S 33 0? `�? Lb5.0� ftet; (2) S 01 31 E 13d.0 feet tc� tY��"` `�,.;; `��' 09 This final plat is hereby approved by the Town of Vail Zonmg , �'� �"� �', .� FROM HIGHWAY RO W DATA THAT HAS BEEN !y Adminlstrator this day of �Q p This final plat was approved I?y thc� `Cown of Vall P13ming �znd rnvironmental T1oLtherl}� Izn� of Mc�adoxa Creelc �ondn,nin�ums Pha�e II accordin� t� thr cutiY.�to���.niiisn f�,,�,� ,� ROTATED TO MATCH DEED BEARING BASE OF Commiss�on tli�.s � day of � �_�_�_, A.D. , map thereof r�corc�ed in the Gterk's Records; tl�ence, a�.on� tl�e noriherly���.9�in�y�1 �k`��,;�� - PARCEI_ ATTEST ° of said ',�teadow Creek Condominium;� PhEise II and t11e norttierly l�re oL l�ieac3o�� ' • m � �3g� F'�TTES`�. Creelc C�adominiums Yhase I acc�rding to the condominium map thereoC rc,ca.rd�.a� �},,..��; �f Os, in the Clerk's Records, S g7°09` FJ 3�.0.0 feet, to the west�rl}� line o� sa�<�„�� `R}-;"�� �''� Town Clerk Zonin Adminlstrator IvF.1/4 SWl/4, thence cuntinuinr alon the said norttlerl7 line of *2eadow C�'�°�k �` `�w�`x� � � - - 9 � � 3 ���''� � ��� � PARCEL H S9 Town of Va�l ToWn of Va�l � '� � __ Condominiums Phase T, S 8i°32' W .L56.00 feet; thence P1 ,39°Il'30" �d 'Z64.9��""�ekt '�'` ,„�tl d' 0.75 AC '3�. 'To�an Cl�rk Ctiilrn;�n to the southerl ri �ht-o£-w�v line of Interstate Hi hway Nn. i0• tiienee� t„�ie°�.�� ' y � � _ ..., ,.� y';x'<•�� �p To�an of Vail, Cotor�do Tucm oL Va�l P3.znninh and following tt�ree courses �long s�id south�rly rlght-o��wa� line: (1) 2E�.� fe.et �� �� N � Enviranmei�tal Commissian along tiie arc of a 26$0.0 foc�t radius cuzve to the rig�tt, having a c3lclll�tec��:f ��}'l=' �entral an��e of OU°33'30" anci a r_)iord that bears P1 65°07' 16" E 25.? £ect .. '�%�` `�� R (N b5°03' 30" E 16. 11 calculated) ; (2) N 67°25'09" £ 197 .10 feet, to the nc�rtner�,���'a�.4,�:�'� \ POINT OF BEGINNIN� NW CORNER 1��G ��� , � � o � .„ �r";{ , S NW 1/4 SW I/4 SECTION 14 BRASS CAP MONUMENT s�i.�d P�tidt/-� S[v1(4, {3} tl�ence, aLot�o said northerly line, N t�7 �9 E �,� p� . 10��.47 £eet, to the point or be��.nzing, containing 3.69 ar_res, more or les�. �,, , � s l < r. — —EXISTING PARCEL BOUNDARY � /` �"'` tlrive by t}ie�e prc>sents laid out, platted, anci sut�rlivZdecl t}-�e same ��is s�tc�wn un �., TO BE ABANDONED � ti8 � Ss9°34�0 ttiis f��1a1 plat under the t.am� and styl� of "5teptlens Sul�divisic�n", a subdzvl� �O � � �W sion in the '.CoEan of Vaii, �ag1e County, Colorado; and dves herehy 3ccepE S � � �9 � n"� responsibility for the completson of requzrecl lmprovements; and does tiereby 62�59�49 �� W / �` NORTH LINE _ ��� 8p- de�li�ate and set apart a11 of thc ptiblic roads and �ther publ7c impravei7ectts \ N I/2 SW I/4 t� and placzs �5 shown on the �icc.or,ipanying pl�it to the use uf the �tiblic L�rever, � r /27 88 ,I ` _3 SECTION 14 o and does her�by dectieate those part�ons �f sazd real prc�p�rty whiel� are �ildieateci \\ h ^ as casemenLS on the as�companvin� piat �s easemen�s for ttie purpose shown liereon; O � -N o � �nci does heret�}� grant Ch� ri�;liC to insrall stici ma�.n<<iin necessar;� structures to M � _.__.__�� � o N ACCESS EASEMENT � t11e entlty re:�ponsibl� f�r provLdin`� tlie services fczr whzch the a.iscments �ire o N T i� r. 2 � NOTE � �5��vz�Sr��a. � 3°36. 3 92' N `S�/S, EASEMENT BEARINGS ARE � M 53�. 2 ROTATED COUNTERCLOCKWISE � F.::ec.uteci tIi7S _ day of �__^� , ��.U. , p E l``' �'O� TO MATCH OEED BEARING BASE ,M Z � ��' OF PARCEL ( 00°02'54��� O � � o °' � o�rr�r�: — � � PARCEL B � — _ _� ��a � � oo �` 0 52 ac. TOW N OF VAi L P���n�3�:: �os��'�ns .,,,'-�.-..`9 � �p F � Vail, Colora<io 1Ci '� LOT 23 , S ECTION 14 ,,rr� � 2�o , , o��Nrtt: � F9• SCALE I��= 30' rlarzo� L. �tept3ens � - " ``r ,� �sr,, � P,.fl. Box �(799 `'�., � 8?0 �i Vai?, Colar�do f3165g ~ \� , / �9O 0 15 30 60 /S sd• �� o', _.___.._. F O;dNER: /6+ �, O Jean �1. ilartin � S�� 2 �. � - _ - s s7� os' �o° w ----- ° ��,' ` , ' ------- �3, t'ail, Calorac�c� �1658 � y� '�� , i -, � zo' sarorraRY ° F � `��'• sr��7�� o� > S83'3 SEWER EqSEMENT o 30233� ,,h S2 _____._ c�� - f BOOK `e '�- °� 5t ) ss. � �17, pq�E 96 ) " °� g�, c��:°���lr or _ ) _ -�,___--�_ _-_._ �to -- � � 2�4 3 TIiE L�regain� Certificate of D�.��.ea�io�z an� E3-„=nersh�p �:��s �,cicnow�edge� befor� Op• `�� �ne tliis day uf �_ ^_ , A.➢. , _ , �;° .�l;en J. Step}iens aad �0' riar,�on I.. 5tephens. �S6 o PA R C E L C �.��o *�' PAo 3 ac C 36'8- s8�o �� I 99 AC AA• �- �9�, :i}� C�r.t�iisston c�pires ___�_--_� - � � � � \�'� '1iCnts� :ny t��nd and seal . � ^ � �2 \ �jR ..1� j c�� � \ �`�\p �`� s �;�,ta:y P>>b?�c ._.__ _____._.._ � � �`: � ?�6 , �� �'L� 2�" `� �9 3 t,W d r e s, __.--- ---- ` 09 � \ �O � 0 •� M E A D 0 W C R E E K �c��.00, �� o�09 N 87°38'42"W , I 3 65' 2e �T:�1 I. 0 i� -------,-_ ) 1 ss. CON DO M I N I U M S � 2e. �~�I����� ��� _� __ __ , , 5� � p9 � �9�,0 \Q' $5.Q9 'rYie furt�;uitig �:�rt�. ic�itc: c>+" ���c3��4t1�n srid t7wnershi� w��s acE;nf,�at�dged bef3re PHASE � B. � „ ,�i� ttiis di� ot , :�.D , , l�y Jcan ^I. Martin APPROX � OF 10� � N 2E°01'54 E , 18 64' -�"- —�"" �" �-- GAS SYSTEMS --r- sB�O N 07°00'W, 18 59' 01�� .., �ly (.c�n:�ni�asivtt e tpires ____ �____ UTILITY EASEMENT � �9�� N01°3I' W, 180� \ �5Q0 33,�2� w [ditne,5 cr,v Iia�zd and s.�al. BOOK 271 , PAGE 534 N 87°09' E , i5 0'-�� 5 '� �� ,yl � , i�otar�,r ?'uhlzc tij/ t�ddress. � �o�,o MEADOW CREEK � � �� , �� � � CONDOMINIUMS s e��o9'w, �50' � PHASE III sL�:��E�c�,Z's c�r.���zc�2r . , O I do hezet>y cerf ity that I am �t reaxstered Lanct Surve�or Iic�nsecl unrle�' ttze /� . ��� ` 1a�s c�f ttie St<itc ot Co1Cr��clo, Lhat t:11s pl�t is true, co:r�ct, �nd coatiplet� / � � � _ that �uch 1 � ' \ 3 � NOTES ' �s laid ocrt, platted, d�dicated a�d sllu.m he�'et�n, p 53t w<�z� r�,sc.e ^ � �r�m an aecur<zte surve.v of said property b}� ne anci undey �y supervisi�u 4;��i j � /� �orrectly shc�<<s the 1.��aC,on a:ld dimtns�.ons c;� �31e �ots, �aser�ents a.id streeC� \ , •O� -- I OATE OF SURVEY CECEMBER , 1983 �� S�jid si�ad�vi�.�ean as the sar�G are sta�.ed �i�c�n t]le gr<�un�i �,i cc�::p��.anc� zaith / •� � 2 MONUMENTATION A� NOTED ap��ii�.��ic� rc�h�ilation4 g��.�ritzn� the subdw�.�ision of lan�i. KINNICKINNICK RD\ INTERSTATE 70 ��` � WATER T I SEME T 3 BASIS OF DEARINGS �� �;ttn�5� t:t�F-�v_+ . I l' � � 3 :;.t�l t�i1s �ay �.F � SUBJECT SITE � WEST VAIL \ 0 a�j r �a � S�� `":' ���� -R-� ____� , -� `✓�_�. ��. EXIT `�HASE II \ � �� - 80 K , AGE �1.n. , .�___ �, �\ �__.� � , �"� �� GORE CREEK � /S�� \ � ;,,�: '� ��` i;41�:_e CJxc�c,�.�'I�_._ _„_ +�) � �`��/J � �j � � 1 \ \ r �\ l ' �1� �'/ ��._� J\ � � �\� �� ���� li��.V�1.�U�1 �..CT i! �ill�YtC:j Cli .P�J 1 J:7..�-' LUPINE ST CENTERLINE OF ACCESS EASEMENT BOOK PAGE a �� �.--� �� � � �� �� � \ \ � �.-�- -- � \ / � N 66°30'00�� W , 41 59' \ / WATER \� \ EASEMENT � \ . :��.F t�;��'_. `=:�.Tf_ /��TOWN OF VAIL BOUNDARY�� �2`'� \ .�CtS ";c'iZ�:+ Ct""CiL` ��:�.t v< <�1�'e c:�?'^itiE•rj �� B.L M VAIL INTERMOUNTAIN \ J� ` ` ` ��� 2�� Ll�.lc i(� 3i 1.2.il��S S�i<��IP. U�1tii :.i115 ��3C LtPG� C`fi.�L L�I�iE' .`U :UC}i �3iTC�S �`y iTc:� � _..--� � C1.F.'�K �1:�t) I:`�CQI:L'T�fZ'S CL�:I'IFICAT, -nd =1ea�� uf �?11 1-en5, t�-.�` ,tnd e:�cu^��r<�nc��,�e������ ��, ivlics,��: -- C �^ , � Tliis ptat �a�s fi7��l f�>r r��urd itz thc� c��fi�c o3 tt�c Cc•ri� and Ke�_order nn -------- '--��__---�---�_��~ ________�' __���__.__._______ ___� c � this dav �i , :� T). , , ��t v'�lucic .^I. V i C I N ITY M A P ,.,/N� / ` 'C R 1� I:c�orded tlndei Rc�,��ptivtl ?�o ---- in �3ouk .it Pas;e T ---- ------------- -------- -- --- -- - ----'- -- SCAI.E 1" = 1200� S ---°��� _ �� C O / , , ` P 1^, � , nat�d rl���. __� a.�v Uf ____ _____, ��.r�. , __ -- ��� vR� � v .�OTI.CE: .lccordin�; to Cvloratio la:a y��i ;zust c.onli�e�nce �iny legal_ �ctLOn / C1erk �i:1c3 IZ��.or�er � � � based upon any defect �.n �,f�zs sttrve�• withi�l si� }*erixs �f Cer }°ou �irst I.��lc: C�;ut�t}�, Calar�zdo -- -- ---- discover sucn detect. In no event :��y ,iny action basec� upon a:��� defect __ T _ in t}�is surve;� be coTr�encecl �ore tlizn t�n ycars tiorr the date t�f t}te ��f � ___ �_ ____ certa.iic�taon sl�owrn Y�eret��i. (� ��, _ � ' / ���� �._� _«__.. ....�_._.�__ __ .�_-.--. Zt . I)e p tt t y � -__..___.._ __�_ EAGLE VALLEY ENGINEERING AND SURVEY INC. 1000 SOUTH FRONTAGE RD. WEST , VAIL COLORADO ,- ,� � • - --- � 658 Cl'sRI 'F'ICAI'T� OI 0?v�EItSHZP I:no�a all m�n by these presents tE.aL ,\11c.n J SLenh��n5, .1<�rzorl L Step�lens, <tnd P Jc�au r1 ,Iartin, b�ing �ole ownc�rs zn fec� s�ri�>1e of all tl��iL rcal prup�rt}, I � F' � 1 � , � � � , I 'ow � V��11 � E c unt ,cl r.�c.c� d �S�rab d as f�l]� TRUE POSITION OF W i/4 CORNER, SECTION 14 situ ited in the 1 i, z , ..g C y , (' o , c., � w5• BRASS CAP WITNESS CORNER BEARS �Nr N 01°33� W �9.sa� A PART 0 F THE N I/ 2 S W I /4 S ECT I ON I 4 TOWN S H I P 5 SOUTH Tt1��s� ��°r��°ns °� trl� ��1,4 ���'L'�° �1i1� y�tii,:� S�a1,4, ���tl°n ��, r°Wny�1�> 5 S°�jttl, N FRSTqT� ' > > > Range 81 [•?e:st ut the 6th PrincLp�i1 :�1c�ridian, descr�bed a5 fuliows• 6��25 , y�GH�,qY R AIV G E 8 I W ES T 0 F T H E 6 T H PR I N C i PA L nll ER 1 D I A N �����nn��1� ��t tlie n"�t►,�,est �,ox�:�.�r ��; �:��� t�El J4 ���1,4 «���t��� tt,� tru� p�s� i.lon 09 '� e NO , of the h'est 1/4 Corner of said tiectlon 14 bears S 87°09' tJ 1380.06 feet, tl�enr_e R- 2ssoo � TOWN OF VAIL , EAGLE COUNTY , COLORADO v ���o���, �15.00 ��:et, :�loT1� zrt� p�»zt���,v ��t,� �f S���d ��:��� s�a��4 t� tne ' west�r�y lxne of rieadow Creek C<:nde�Eniniums Pha:>e III, according to ttie condo- L = 26.2� mina.u�n map tliereof re�orded in tkie offtc�= o£ the Ea�;le Cuunty, ColUr,acln, C1er1. CN = N 65°07�16��E , 26.2� �97 �� , s ZONING ADMINISTRATOR CERTIFICATE PI..1?7NING Ar1I) F,:VCIRON;�IIiNT�'�L C0:�1�'�SISS�ON CL'FIIFICI�'PE ind Recurd�r (Clerk's R�cords); rhencE tt�e {ollow�.ng tw� c�urses alon� szid � N 65°03'30"E , 26 II' CALC ) �°�o � 09, Th�s final plat is hereby approved by the Town of Vail Zoning wcsterly l�ne: (1) 5 33°02' 'o� 185.09 feet, (2) S D1°31 ' I: 130.0 feet to tt�e FROM HIGHWAY RO W DATA THAT HAS BEEN ty Administrator this day Of �Q p 'This iinal p1<it �aas approvecl by the Town of V�111 PLanrin� and �nvlronmentsl izorL?��rl� 1i�ic �f f-Ieacioc� Creek Condor�inLU�s Pl�ase iI accordzng to the cundomznium ROTATEO TO MATCH DEEO BEARING BASE OF Comm2ssLOn thi� __ _�_ day �f _ __ � _, :�.D. , ___ map ttier�of recorded in the Clerlc'S Record�; tlietice, aloilg th� north�r ty llnc� PARCEI_ ATTEST of said :feado�a Creelc Condo�nLniums Ph�ase II and the northerly ] ine �£ ricadr��a � � �38 ,�TTEST: Creek CondominLUms Phase I ac�urding tv tht c�ndominiura map ther�of re� orded � �p�,, icl tlae Clerlc`s Re�ords, S 87°09' td 370.Q feet, to th� c.��5terly Jine c�t s�i�i _ M / Town Cierk Zoning Administrator , P�:��1/'+ St,'t/4, thefu� contin�cinh aton� th� .�aid northerlv line of "lesdow Cree�: /� � ' Town Of Vail Town of Va�l Coridumii�tums PhaSe ] , S 83°32' Ia 156 00 fEr�, t}lenc� ti ;9°1t' 30" [v ?6'� 91 ie�st � PARCEL H S�g3 , � Town Clc�rlc � � � Cliiiir�i�in i � t� tli� southerly rigtit-oi-c.��y l�ne of In�c�rstate Hi�1�w�l�r No. 7Q; tti�nec� ttl� � 0 75 AC � lown �f Vail , Colorldu i'e�wn c�f Vatl Y1<nnin�; ��nd foilowin�; three co�irses along s�iicl s��utherly rigYit--of-way llne (1) Z6. � fe��t N . � I:ilvirorir�c�iital C�ml-�i�;sl�n aLon�; ttie arc uf a 2Ci80.0 f��t �-a�iius curv� tn tlle ri�;ht , hiv±tig a �,�1�ti1<ltec� � c�cltral �ii�l� uf 00°33'30" �tid �3 c.iorcl tltat be,irs :�' h5°07 '1G" i, �b ? i��t � a , �� , , o. � �� (:� 65 03 30 F �6. 11 c��lc�ulited) ; �j ,� F�i ?a Q9 �. 197.1U feet, t�� th� nc>rtt���rl�: POINT OF BEGINNIN� NW CORNER line of s�i1d ti[�Lt4 SI:L��+, (3) tllenue, �ilonf; Sa�d nortlierLv l ine, � 37°U9' } . S NW I/4 SW I/4 SECTION 14 BRASS CAP MONUMENT lp�). '+7 Ye��t , Lo the polnt uf 17���in�1In�, cant.izninc; 3. C>9 ,�crc�ti, iior�� car Ies�,. \ _ O c �s � ' —�---EXISTING PARCEL BOUNDARY ^' � 1 > > TO BE ABANDONED �/e , S g ��.:v� h� �h��se preset�ts iatc� ��uc., pl�itt��l , �tn�l suiyclZVidtci tl�e sam�� a�� ��hc�wn on ` tfi � 6 034 O thi5 ri*i�i] pl�it tinder Ctle� n�1r1E� �ind �tvL� ui ";;t,epheils Su'�cilvisioii" , a ,�tibdivt- �o co ���W s Lc,n in �h� Tota�n �f V:�1 L, L;i�1� Cotintv, C,ol��r�di�; �ii1d cl��es hereby ���ct��t �9 , �"' re51�on51hi 1 i Cy f�r tiie c.ompletion �f requirecl imprc�vciaent�,, aiid dc�e� li�r�by S62o59,49 '/ w � � NV2HSWI1/4 t� ,// eo �nc�l`lace112d�s5hown�on tl� acctlne ;�ritil�nl` �lat�tolthe(7userofutlle( �ub1iUVl�reter / , P `� `' ' P� ` � 1 � � � 3 � ' � /27 88 � \ : � SECTION 14 0 ,�cicl dot<, ' { is o.` satd real propert�� ��liich 3re �ndic:�Cccl l�er�.hv dedicate t,i��;� �ortioT _ N ^ as e�iser«ent5 c�n Cl�� �ccornpanytn� nl�it �is c�ascra�nt5 fc�r tt7e �urpu5r� sho�rn hereon; p _ ^'� . <ind do�5 lic�reby grant th� t i�ht eo inst Z11 �and ;na�nt<iln aecess�ir;� structtires to ►n \ � N M c1ie entity re�,pons�blc� ivr }�r��vi<lin� tlie Serviccs ror rah��h the c<is.mc�nt�s �ire _ � � ACCESS EASEMENT - Q N ? �� ^ �S � h ��stablished. � 3°36, `;92� n► ��6, NOEASEMENT BEARINGS ARE ,� M S3�. Z � ROTATED COUNTERCLOCKWISE = Exe�uCed th�s _ day of _ _T,�_, A.D. , ,_ F �'O� TO MATCH DEE� BEARING BASE ,M Z O ��' OF PARCE L ( 00°02'54"� �o O o �' PA R C E L B °' oi,r�rR. --_- _- -_�_ '�a 92 , So 00 0 52 ac. 2 TOW N OF VAI L �lo�n��X 309�h�i�a V�311, Col�rzd� 81658 LOT 23 , S ECTION 14 ti � �o OWN�P. ___—_____-_-_ � -+- APPROXIMATE 100 YEAR F.9- SCALE 1��= 30� riar�on L. Stepk;ei�s _.,_—APPROXIMATE 100 YEAR FL000 PLAIN FLOOD PLAIN ,�, �Q; P.0 I3o�t 3Q99 8�0 _ �i Vail , Cnloradu 51658 ' / �9• 0 15 3 0 60 /S s � . �� Oo � ------- __�____��---- �______ 3, O[ti'N�R. S+� /6,2 0 lt�an :i ?�;artii� � - S 57� �O �6'' V�i L1 , Col or3dc� 316�8 � os' ►o" w --�--l— �,3 , - � ,, . � ��e 20' SANITARY � F h ��'� ��r,�l}, or ) se3o SEWER EA 302 f3 ' ,^� S ----- --- SEMEIVT - � 2Q ) sS. 32� ° t BOOK 27 a 'g?, c,�ti���r� ��r ) � � PAGE gg � . � ------ - `^ O � �/A 'Clic� f �r��,oing l��rtifi��ite �f Jc:c� �ca�iun <,nd Uti��ler5h�p ��;« .��tcnut�*l�d�ed b�f�rc Op. `�`�2 ,nc� this da,� of ___ _--__, rl ?� , T,, b;� A?len ,T. St�nhen5 <�nd 'ss PARCEL D " PAI� CEL C 3�, °°� s :i��rl�n j�.-:�L�IaI,�°i�s �� 0 43 A C �e• ��° O�� 199 AC ogR, • �9� �iv ( �,nimi<>5�.un c�Y�irc� -------- -______,_ ty \p'' '�itn��.,s mv han.i �;i�d s�..�l . �2 \ / �y� °3� } � .��� g ^ __�_^_______. __� c�� � p °` 6� . � Nutary Fubli� ?j6, , ,F. ��2� `�?' ��° �9 3 t�d d r e s s ��------ --�----------- _ . g ���✓ ' 9 O \ � • o a� �2 O� o�� N 87°38�42" W , 13 65� .yTl1Tf; 01 --- - -- ) MEADOW CREE K > J�s. ��0' �°�`�� �828. CUl1AlTY OF - --- ) CONDOMINIUMS ',9 5° �'� - =�o og , \ �9 Tti� fore�cain� Certi±icate of Ded��ation �nd Ownershtp C�as acknowled�ed beror� PHASE � ?�6. �85� „ , tn� Ltlis d�iy o€ , �1,ll. , , hy .Tc�an �f. Aiartin. APPROX � OF 10� S 8 • , N 28�01'S4 E , 18 64 ---' -` "--"' �o N 07°00'W 18 59' 1�� ?iv C�snniisszon e;pires GAS SYSTEMS ► � � � �O , , w lJitit�ss my t��iiid and seal ` � � UTIL ITY EAS E MENT 9 � N 0 1°3 1' w, i e o'` �g 0� o Q 2 BOOK 271 , PAGE 534 � N 87°09' E , i5 0'�\� 5 3'' ` _ �^` ��`��___ �ya � �� Not�r} Pu1�1ic o / , :1��dre:;s __'�_ _ __.-----_ __ _ �o ,,o MEADOW CREEK CONDOMINIUMS S 87°09' W, 15 0' . ` St�,avLXU,�'.� CEK'1'EFI Ct�TI: . PHASE III O I dv ;l�>_rc��y �ers ily tha� I i�n .� r��gi�ttr�cl L�in�i Sur��cyor 1ic��nsed unc,er the � . ��� r la�.s �f tlle St.��c �f C'otorado, tl�at tiiis pl<rt i�; true, �,c>rre�_t, anc� cor���l��tc / o \ � - - \ �� i�. laici o�i�., pl.ittcu , d�dtca!iei <:nd shc�im ticret,n, t}rr�t 5uch }�1rtC was :a�.d� ^ \/ 3 NOTES ;r��;n an accurae� stirv�v of ��ici nrunert�� b�� �ie and �lndcr r.�y s;�n�rviszon rind / \ �O �_O]"Z'CCt�V St1C)�v'S LI�E 10(._i�llfll �?tll� C�l',Tl<'Tl'�i()i1S (�i t}lt'_ �L1tS� t'.�1SE_'Iitt'11LS 3i1C� S�I �'C•CS \ •p• __�-___c___ I DATE OF SURVEY DECEMBER , 1983 c�f <,�i,d S�i��a�viSa<„� as ch� 5�1�,t� �iz�, S:.�t.ec] up�n thc.� gr<>�in� �t� < o-�YF,l��ii�ct� w�tii / -� � _-- -- _ _ 2 MONUMENTATION AS NOTED ��PPi1�<�'�le rc�;iil�z�i«n:> �����Erilin�; tli� �ul�d,vl�,���iZ c�: !��ncl � o�� ' � �s �� 3 BASIS OF [3EARINGS - NORTH LINE KINNICKINNICK RD INTERSTATE 70 � � WATER DISTRICT EASEMENT tn w: ti���,� tlier�� �1 , L h��v�� -,� ' �i�� n�::��i .�n1 _>��i1 ttr:s ��iv nf SUBJECT SITE � WEST VAIL p �'j - -_ __ - ___�__ ____ ___� �� , EXIT � � RECEPTION No OF MEADOW CREEK CJNDOMINIUMS � j�. , ,--� ��r�- /�� PHASE II � GO PHASE I = S 87° 09 W - - -- ��-- �� G 0 R E C R E E K � �_____.�_�____.�_� ______ \ / � \ S0, �\ --- -- � CENTERLINE OF ACCESS EASEMENT 800K �`� PAGE ���f Cn.��li��i�dC�L�n i 3Sttrveynr :du. 1Ej8�� / ` LUPINE ST \ \ 3 \ � / � N 66°30�00�� W , 41 59' \ / WATER \ �� \ EASEMENT \ �iTL','. CF,u.'rlrTC.nT�. /�`�TOWN OF VAIL BOUNDARY�/ �2`'� \ - cic�e, n��reby ��rtLty �hat �ae 12�ve e�:�iminc�cl tli� A�' \ Z't5 \ � i'it1�. �,� .111 l�:n�is ��hoT��n tt,�un tf7is plat and t}iat I`itle to suct� 1<�nds 15 free B L M VAtL INTERMOUNTAIN � T�_ _ C!},!:�: t2dD 1:�'COi:i?l:R'S (,I�P.T LFICA�I �na �-1�ar uf .all lzeti5, ta�;��� inc� en�u-nbrancc�s, e cr_ept as f�illows. L / �^ � This plat w�is r Lled f�,r r� c��rc: ,ii the. �,rS ic�: of tEie CLrI� ��nd Kecorder on _T-�____.__ ��_--�_���� _ ~�-_ l�--~�_._._ ` --�-" v�•• � � �his d<iy �f , �1.D , , at o`clo�k .?�i. VICINITY MAP �/V�C / -� E ---- ----------- -- —-- ---- SCALE I" = 120Q� � Kecordeci tind�i P.c����I>tic.�ti �;o. Ln Loo1• it P.��c� C O� � � 1 nr � • �.tcci th�s ----- ��}� `�f -----------' .1.ll , - � \V 'ti���.�..^l.: �1(..:_t�:"t�lil;; �J !'4 LO+d�1C� .t?'v 'v OU ;.IllSC t_i)i.,,r,1t.TtC C .'T1;1 ry E:{ti<l� ��C't.1fI1 �� (:Ll'_T�: ,1I:4� j�t_'C�JT'C�?Y~-------�+^___.�___ based tz,>oe� a:��' ciafacc �n �:�:s ;t�_�LC, ;,�.t?�?r si:� ;��ars a?!er }�vu :.irst L����1� C��unCv, Cu1or ido -_.___ ----�------- �iZSCV'dt�T' S'.?C(1 Ct�Lt'_C�. it: �]tJ t'.'i'?1C �i..l;+' �:?:"v �:"l:�lOTl !i.iSt:� l2}3GTI �3�1" t1E'.�t°Ct J ___�_��-^-- — "--._^_ I;1 C�'S1S S�.1rVE'_`. i�t i�t7.:^tt?:?�t?4 +��'"L �,}.�,�� rr_;ti Vc:3;S ii�:^] tL:E: L''.�1�`.' l�r ti�E' ' --��_ ------------ --_._ �_ .CI'C3.. iCr.t]�Jri S1.��4.'T :,�It'�t' li'7: 1)P�UL�' � ------- --� --- ----- - —_ '_- - `'' -'-----__-__---`_-- .�" -`- ----------- EAGLE VALLEY ENGINEERING AND SURVEY 1NC. 1000 SOUTH FRONTAGE RO WEST , VAIL COLORADO __ i ..�- � .--° � -...m_"--�°- _�� =— � �-r'�'�'} ��.m._ __, - — - ,-_�_.�.-__ �...�_ - - -- � _ , � . ' � / + � �� • ' �� � � �_ -.^�� , _ �� __ �""�� ,�, S I T E � � _ � �� `- : . M�adOw Ctehk Subv � � - -- - _..- � /'" � . . � }t 'L g 4 � ` �- _ ,, , ,' ' - -,,ti ;' ,� :� ' ,�i i��q °-�-:� , .°4a " MH- A94� tA ,,'. e b 1 \ ' r��A' An ✓ � ; ,.. , � r x, , �,,,� �._ 1. e .y� R im 7835 45 � � � � • -�,�� � �,��� -�'' 4 y ,� �;' ' �,. � I nv- 2 7.0 3 ' � _ ,- , ��a. � � �t\e���� q a � q ti, �� b �r� ��- � i , q ./' p��T' ' ,��, . ,���_ d � F�t� � ' � � �� � a ' �' et ' � .a.."''-��;��-`.�"f Y �;. ° �`,"" o-�' �- "=-:`� �" ,, S e,� { .� .,. �.�.�� ,_� � '` , �_1, � � Q rC � � � �5 �1`� '�;;�` �i`U Y ,�y '•w :�,�,— Z `_ � � ) ,,�', 'v �, � '" , - y - � t _ _�,A:i� \,� "¢ �.4 . . ,` � �►- �.r � ..�- - - .� .� ���F f � � VICIN ITY MAP SCALE � I " = 600� -- � � _ �, 0 � ' , � . 4 � � � 0 R � N� ' S Q -" � ^� �_ �� ,o ~ � ACCESS EASEM ENT - � . �G`� , ` _ -� � ., . � MH - 1063 \ �� � inv- 13 32 . �;- ^� � MH -A94F , S ° �� r Rim- 7821 99 MH-108 2 � � �� In v - 15.6 Inv- 12 70 _ _ N -_ ` 5 - - ' EASEMENT � Well � • o PROPOS ED � UTI LITY � �. ° Y y — .— cn --( Z � � / . , � well � � � � _ _ � � � / .� � � � � I � � �► - 1 - � �� a � ` I w Wel I r � �r �' � � � ` N j � 4 r � � � � �,; �� ��- � , , J �,f t` ��.� , . � � 5 � � � � " � � . � 'n~ �' � � . � PA R C E L B � � � F ". ��� � g; , , � •� I PARCEL C � � _ � A �� o . � , . I � � �_-- .. i � ,_ ,� PARCEL A � a I ' ' � � �/ . _ , , , � � / _ r - � � _ � � I �MH- 1081 � / _ ; MH -A94E °Lift�Station - =' Rim- 7820 9 � � Inv- ! I 83 ! � � ' `, �nv- �2. 7 GORE R . • � � � / / . C EEK � �� _ � / = -. `� ------ -- -� � . � . . � g 15 �� Sewtr � _,� / , : / MH- 108 MH- 109 , , Inv - 19 28 u. F ' ' / �— � R i m- 7834. 19 � � / � � Inv - 27 89 r _ � . / �— a I� � � , . ,- � � � / ° � �-- — — _ I I — ' / � ° � � � � \ — � _ - } i � I � �.�- � �1 � � �/ . � : ,/e< / 3 � � ,� , f � �� �e / PARCEL D I _ � � I _+ . � / � / I / ���( . � =� / / � 5�� � � � � � / _ _�x i i / . / _ , �- � � / � , � � � � � �� , � . / - ., �, � - � � �Q � , , / � T B / ., � / _ - � � ; I — — p / --� -_ � / — — �o �.— . i a —� ,Q � ��� / — — � � _ e �-- .. - , _ _ _ �� � � -- - I , - M H- �0 7 — -- -- � � � y Rim-783031� I / - � _ �T Inv- 17.35 � I ,� Provide new 8�� Tee 8c 8�� G V. : _ 1\i \ t I pR� See S heet 2 o f 4 _ / , � \ :` ' I /� ` - � � I FH s ^ - I � / , / ' _ u / � , , � 0 10 20 30 40 50 60 �� � ' S C A L E� I'�= 30� � a� , � _ n,oT E Johnson, Kunkel & �ssaciat�s, li��, * ' LANp SURVEYING ClVIL ENGINCERING• �dAPPING Exist�ng OS-bUlifS token trom Pp BnxA�9 . 113Easl4th5treet "� �nformat�an supplred by UEVSD, E,eglc, C�loradu 81G3t � Phone (303) 32iS 6368 " Eagle Valley Eng�neering and ' STEPHENS SUBDIVISION � _ Johnson, Kurkel a Assoc�ates, ` �nc f� les Cont►actor to ver�fy SCHEMATIC UTILITIES locat�on pr�or to start of i construct�on: WATER & SEWER ? ti oRN J LM $� G G � oes , — --- --_— _ �r F` ' cr++c �ev 03/30/84 SNEET 1 aF 4 ��'� � � OATE 10/28/83 A�� �oo No JK/83/085 � ' , / v. . ) , ______- ._ -- --- --- � . . _ . � . � F.H. o `� � .'�, � � ' ^ - ` T ` / � �� ` ,. , ` 7850 7840 �r o (`, , � 1' a...-..,,�,.,� A� , u. M J �` \ p � ¢ .. ..�-.F;.,�:�..�.... '�� - ,�� �` `~�``�--.�, ��, ` / 78 4� ( N Y - 78�4 `� � °��°�� ' � �.- i _ ---'' R °rs ►- z ; �"�, j W ' � \ � � ,� �'`�., "�,r `� ` / , r � p = o , , � ' � �/ : {Y `•,,A`�� � " �� 784 9 ,' ! w N y , : - � , t f �,,,�'� ���'"" ,� '�,,� � 7842 ;� � z . - i,,,t °' � � R � � � -�--'--` �� , ` � 78 3 9 Q w }.,. �/ $ � � �A ,� � �`�'- –..__ 7848 . /� - x . v� � ' � � P � ' `"' ` ` w w ,,.-W-_.�..,.._.,..�.�..... .�..��, , ... _ .o � � � � .� � �.,,..---•-'""f�. ,''°t, a...,.�. 847 / r'� � � w _ 7849 `" � / �' � � F'�o v f�t e � - , -�.,_.� y ° �-.-.�._� ,w,-�__ 78 4 6 `s' � 5� U t� I � t y �' 0 , ° Z y > > _ ' � ' � 8 x 8 X 8 Te e o ��" ,.•� � _ _ �`` � J , _ A- , � \ ^,.�8„CP�% new)_- -"" _ --�''�' � `�- -�-....�_..,.. 7845 Easement � jf'� 7838 W W w o s � � - \a ,�'� - ,- .,- ,, , � oc J. , J , J , ,,_ ..� _�.�_ . r , .,_, �. _�.w�.. 7844 '' � j � �r W - _ � � ,' �r��s�d „ ' '• ` . ,,`' �// � � _°-- -- ,� " � r`� ' � a � z o , , ;� ;� 8 D,��p . . 7843 . .• m f ; \ .. . �. a 3 ° -" , .�--�,��...,.�..A ��a�'�t� i '' ,'� w 8� � F ..f.-�. - ;' . - �, - 78 3' � � _ . ?848 . --�-...�.�,..,�.,..A. � � ;`� ;' � �� • . , ,, _ 2 Y O , % % ` �SS 5�...° �' , a cZi o ' `t p� �'" 1 � � , .� « __ � / '�j+ f✓ ''�'�,,, , ` Y m � ' ' � ` i . �..-._-..--'/ / ,/ i" •''.� � ' ' %'� 7836 � .� � � 40� Wa er O� - �,.'�T Blowoff � �`r ' ' � ' ' �' - � � ,�" District Ease nt ,a �' See Detail e ,-'� � , ` ° � , _ - • �'�� ^'— --� �---�- � ""— ,/`� S h e e t 3 o f 4 ,� t� a i ' � �' � '�`� � - ,� _ • � - � ''. . � A � 16 i�t I � , r� Fu t u r e E x t en s i o n -�" �,,f � _ �� _ � � � � � ,;`` � pi�e . � ,/ by Owner of - � - , - , a+OtJ ��````�-- � � . � . � T � ''"\ s " ` ' :` ��t� P a r c e I ��p�� � � . _ , �° '• ,: ,., ,' .r ' U � - o , �� . , � ' c t�+5�3 . ' ..+ .�—.�-�'�" - - � C p { w V � - (� . , , ! � /�/' `.'`�' \ Z M Vt=i , . . . `X , r'� ,' . , f _r"'' Cn �°. �p , o z a , � , .� � 3.�'''�f Pri�l4'kE ��CC@S5 f0 - �� s � ;.- ''� �i i� � � � � W W � v • „�� 1 4< P A R C E L D �, " " > � z o . ' . � - �°� , ` ' � - � " =f 1� u ��J �C1����Y� ' , ''��y ' ' U z N o - � .. �7 � Q � � . Par��f�f � Q��r1���F� , ,�•..r' i �i/ ' O � � '- Y 784� ,� � , - ` ' � �`` �.�a s�rt�en 7 "`' �~ ' � Z � � � ' � ° ' ` ,r` , ` � %°� , � � t\ - � � Q c7 w ° a �p t , , �, . ,�� , , �.�...._..,.-r.----�' /r p� W � °- _ �..1 W � �� '`� J .... � .Z Z . ' ,�.�...r �-' ° ' � c� " � /��/ � V C� � � a ' , • �:�' ,,r.----�r _ --- -�� � _ � Provide 64 LF of Co�.cr�t�'B`arrier q _ . � ^ . , ,.- - � � .�', � > � � D,���der �•T`ype 4 CDOH StandaKds ° � Y w ,� ' _ , -. . � , J �,� ; .. _, :_� . ,., ; \ � ' with Tapered `End Sections \ ��. ---""� � C � a � , ` ��$45 � . ' ; . _ -� , - � p " - ! C Q w 4 � � a� �, � k �.�_, _. � .�.. ,�_.�."��. �.. .ro.....�..�......�� � '� O �'/ ` 7�4Q -LL�--...�.. �,..�..,.�,�,�....�..�._.,._. �. . � � � � ' p ' `t 7842 �'r � 75�� "''.�-.�.....,...,�.,�w,........»:w.W,..:..,�,�t.., W......_...,.o,.,...,f,.M..� _� - . . � . , � . , - / . , � _ f �� , , . 78 4. . SCALE 1� = l0� - _ - _ ` ��- � °� � , , � - ��-- 78��-� 78 4 3 , __ . , „ � ; ' 49 � � . .� _ 7848 - ' � n � ' � - , � L n � ' Y 47 F � } � - ��- - 46 � 0 Y ` ^ V , _ � V h 2 • O - � 7845 _ � � � a � Y ~ f W W Z _ �. p u � w � . ' Ww �^ Z r=- �- p � U ' jO Q � F - � N d (� m N - " ,:; 0 4 4 � o O m - �/ W ii� ~ ' � Z Z , 43 - � c �_ 42 41 . „ 7840 � -, 0 + 00 0+50 I + 00 I�J��(� PLATE 1 KEU EN a ess R'co � lL ' 48 7024 ��ade m U S.A• . Y , �:�,�..�-���;-�,.�;�.,:�,;��,�v��.,.�����:�,�-,�.. m ����,.�:� .� _ . �.... ���_� � ° ' GENERAL NOTES (WATER) : _ _, = � tvtCi►� � ' "' � 1) All water lines and appurtenances shall be constructed F�UG SNA�.L 9E MECHANIC�I,LY R�STR1'.lt��► � ' ' ; � in accordance with approved specifications and plans af � Q-�',R St,E�1lE TYP� f�1ACr�lNEs7 G�UFLlPd�3 } USC 2-3f�}i� C}ICi. CC1C�i�11Ut11 �7�A��d fiI� The Upper Eagle Va11ey Sanitation District. ptPE T1E 8AG{ TO I'��XT CGUPt�!PdG, � 2) Seven feet of cover shall �b� maintained on all water lines. 9-FL� BEL1. AND 5�'!G�T PIPE � ° ' � r��� -p��y �'1t'nJ?j3�{� -t0 t1�?t� �11(�e )4 , 3) Ductile iron pipe shall be C1ass 52 with a layi.ng length T� ��LL. -M' "�' �" �lp� OR � F n� 3 t�e h��s - ° ���� TY�ical t���h srdes of b�t�c1.'�`\ of 2o feet. � ,P���Li.� ' - " i c tl� G��� C \ �� 4) Duc�ile iron pipe shall cor�form ta Federal specifications � ,� �'' ��. WW-P-421C. - 2 ��11N. 2 -� � { � 5) Ductile iron pipe joints shall be Tyton �ype. F _�� : � � -�-..,�p.. . � , ...�� ,��v..�...��.�,u`�.��.,� , • � - _•----- - - b) All tees and crosses shall be Class 52 ductile iron and ��U� �5�,� , � � _ ' - - i,f __� �_4�^ `�� shall have m�chanical joints. _ , : 4 � 7) Fittings for receivinq of valves in the line shall be •'�'•�• ' ��� T��' ' , '� - '=-�.:���.y,... �'��:�"�—,,..,,.-- �,�,.m,xr�..,��-... , . � �`.� -'' �'� �' � mechanical joints conforming to AU7[JA C10-64 designed for r �," d� _ - - .�i�,� � � � � i r�= � -_ (I — 4 ZrJ� Sl. " .•a,�•,,`� t'�,,•�' �: .,� � -�p.�. P �Q � '�•. � /�.��;�`"' � ��__ ;�r�,"���",� �1 �~� r� t��--j�+;�������=� � 8) Al� bends, either horizontal or vertical, shall have a ! a � ►' R r" � � , _ ��,,� ,%:� � � :i;,,,._ t�t '�� -i�,`" , flexible t e oint, common to th� t e of i e or i e " " YP 7 YP P P P P 3 GA�YA�ilZED w'IPE CAP I 5TOP & � ; �, y;�' ,�.�'� �,. , r�`, � � joints being used. IN A 5��VAL.YE BQX WAST� VaI.YE � y�i�;��� /`� � � - ,r� �'_:� � - "�� „ _ � �i��"'2 - f�� �J �}QI'5 h('fit E1S 9) Concr��e thrust blocks sha11 obtain 3000 psi - 28 day ti < � f�`�'�� _%�� ,,��;� ,/ t�t� Sh0��t1- j�lC]Ce �Ti�' �(]�h ' strength. ' . � ���� � ' / �,� ,�` �-�'�"��"�' - ,-=-;�'� 10) All pi:pe shall be subject to� pressure and leaka e tests ' """"'"""" ` � r ,�.�'� � ��,r �,2�_ ii _ �- �,_� S1C12 t7� �7�'�1C�. 9 ' � �.r'j - : i--4�-�_�,;�=--`��;, �� �';,� - � witnessed by dis�rict representative. - > . �e- �' '��.� + �i-=-�,�,�,--�}..14 -�!� '`` ' ',� i t ;- tT , , }_ , �_ 11) All DIP is to be poly wrapped, cathodtic protection not .� � j�� �� '�'"''��` ��'���"�``��j ��Thrc�st �lt�ck to b� n10C@C� required for this projec�. n ,s V _i=`- ' - 5 ��`� 'I4�..�j�ii�" � �1`fl� 1• _ ,�,--+°,=-F�� �:�� '' �� �c�..�" against undisturhed s��l q - �.� � � � �� 12) Individual water meters andJor PRV valves shall be re uired GROU�D �li��� ���' �'���'��=`"� ���-'"� on all lots at time of developmen� at lot owners expense. � ,� ,�� ,�, , 13) A�I water and sewer service taps shall be made prior �o ` "GAl�V.�PtPE GAP � ' ,� paving, iv CAMFi.ETE �� �A�-V� �OX 4 SECTi+JN - VE�TICAL THf�UST F3Lt�CK , 14) A1.1 areas disturbed by construction sha11 be revegetated 2 S�C710NS, 6�� ASSE!Wf�LY with wheat grasses. VAI.VE @0� OR � , y FUL.L SUX ASS7 n, � - ' � 15) The alignment, grade, line or other improvements shoum on ` � the plans are subject ta minor adjustment by the Engineer - Z��GALV. COUPLING _ ° � in the field to meet field requirements. Major changes must m ` be approved by the dis�rict engineer. j' �` 16) Minimum horizontal separation of 10 feet and vertical separa- , � tion of 18 inches is to be maintained between sewer and " G,�Ly PfpE � � water lines. . -_ �� . 17) See specifications for additional information. .6'� VAL.V� BJX � :,; ° � - WtDE OVAL HASE - _ y',; , APPROXIMATE QUANTZTIES: ' � �LUG �'JtTH � � 8" DZP Class 52 - 80 LF gp� 1`�ST�P � .-" � �" ��� � ° S 8x8x8 Tee - 1 EA 8USNING �" K-TYPE CDPPER 'N1�ST"'t V,�l.`�I� ,'� `�, J " � ' Temporary �3lowoff - I. EA EL90V'✓ p�p�, { 5 � , ' � 8" Gate Valve - 1 EA _ � � � i CU. �'T. . • . �, / I�`� t3lA. r�iP� A � � � � • i I/2 CU.FT. � �j CR Sl�f,�t�LEf� - ^ � _- _ _ _ GRAVEL. .._ .- ' Ofi1ClAL STREET aRADS QF GRAVEL �i �1 /I�T1(�� 1 1.,. �rf"�� !�J v4 � f �' i _ ; COttPACTED C cS � NEY1 C1A�S�E� BEDD�NA COYPACTCD `10TE VALyE �OxGS S�tALL II� 3 �,EC� l�OJ�iS i NGL� ��+R +� ', ' �',y�-1,`�,:- �,',i�..:,Ti�.lti:.-�� ���`��r'�G�-^`�=a� �"='�'�� 1 "Sl�' y� �1 `� \ �""'"� � ti \ �^� -�� 9ACK/IIL� HtHD OR MACHIitC TA4PlD DACXVItI + -� ° COV�R VARtE71 TZ'p� aS FGLLOWS� ° , , � � • � i//////i�/////////////// � 1-i'YLE�2 SCRE'�'�-TYFE o�� CL VAL`JE QG"X .�SSE'�f�I,.Y SGt�3ES ` - aa• s�KO �•: - - . • ,. ., - .- - -. ����',,ll11l1� � 6860 �ffH !�0.;60 0`.r�.L 3AS�. . ., r� J,.43° BEMD COtlOU1T ?•• • '. , •�. ,� ,,�` ~�� '- `�� `: �•��,' " „���= � 6�� `+ . .• . :�• ••-••: ' i . :: ��;3;,�` . '-E z-CLAY :utD OAIL.7 SCREI�W-TYt�� Gi vAL`JE �GX Aa,.��'r4�!_7 � ��.�� .,�;+�' �- -� `�..�,�:;-�:,�;_: :i•i.. Li -r � '^ •�' ,' ' �wAT!!1 TIOHT'FLEXIOLE COUP,Iq9 •�� �i��t '� f�{{� P"'f(�g w�T}'{ ND !60 t...'�RGc v�✓� ?ASt. ` - � UN01lTUROCO -- L :'�� � . ^,, 'CONiOR!lIMA ra AlTm c-.xa ;- �' .': ,,;�,« • uaaroruae�a kLL r'IP£ 4vER 12 QI� RECUiRES a 2� K-TYP� CUPPER �iP� BCDOlNO � S �_ . �� r e�aoea w�TN Tw0 3ER1�3 D00! � � �. ,"��. OEDDIMO � � ` . w � � _ �� • • STAIMLfE� 9TlELS1,NOa, _L=-:. '•rr' .= TEMPORARY BLOW - OFF DE AILS . � �� � _ _ =::::.. � . : :__ . -.. _.: • : _i%2 ' .r;��� �•�,.' ',j � � v�pg- � �5° BEMq HkRti�9'J RpDS •p!►LAC! CX19TIq0 9�'WCA•MfITM CUG7�LC ICtOl1 � �� [XIiTiP10 EXt�71N8 ' ` � 12� 1+11ti •['QfA C[YENT'MORTAR lINCO 1'OL�ETNT�CNC WqAPOCD ae�ren � ; - �sATCR VIPC COtl�OIl�IqO 70 •11riA C'►61 f^- - �� $ � j � �5� BEMD — . _- r; . _• �'- '_ . % • � � ECO Ua01STU176£0 �• :�: 1=-� ; � • Uq0lOTUR OEQOIqO ' '':�s=�'-_��tlld. �'��s - ,�:�'� •'`" GEDOtNO .,� � / � ^ - _ _ _ _ _ --Yr ��y` � . . . : � o a i x' w�r� _ ' . ' ' fi � � � � vao�sruaeco soi� • • • - z 2 ' . uroorsTUaaro soiL , ; - .' ' a MARK WITH 3� STEEL FENCEPOST � . . , . � ` ~,- � � ' '. . : Cover for stop box shal� be �nstalled 8� .j Y =; � " r��TE� 6' a�n _ ' ' ' • ma�ntained level with the od�acent ground � = ' . � LENG7N Q� EXTENSIL�N CF PIPE AND NfiRNESS RODS SHALl, �3E , � ' , IN A�CCRGArlCE WITN THE DiSTRICT SF�EC1FtCATlOMS. � `�' I � � : a�� �ONOUIT CRaS5iNG5 SttALL 9E PGL.YETHYLEidE 1�vRAPPED r • � . ._ fi �reTEa ��pr oUG�tLE �RON P1�E. , - Rood shoulder . , , , � �-� . ° - CATHa�1C PRfl7ECT1QN St�ALL. �E �S RE�UIRED �ra acco�oat�cE f � Cl[AN�SfLCCT ssao ot+ SCUtE4Ei - � k1f4'CH THE SPECIFIG�TIQritS�. - ` . I ROA DWAY l n 4a . . � � � � .. � ��= � �___ � L, � � C�� QUIT CR��SING DETAIL _ 9� N�� � �''"� — - � ���_- -- - - --�-- -- - - ---- -- ; - -�--,. �� _ � � ��"�, � , � r�oTES � 5 , 1 ii �_�� � � THIS STANDARD APPI.IES OtJL.Y FOR NON-PRESSURIZED SAt{�TARY , _ . � SERVICE TAPS AND SANITARY SEWERS EIGHT(8)-INCH ANO SMALIER. Property Serv�ce pipe shalt be type��K� ` � ;: � SANITARY SEWERS MAY NOT BE CUT WITHOUT THE E%PRESSEQ , ,� s CO�tSENT OF THE OISTR{CT A OtSTRICT tNSPEC70R WILL BE ON L�ne copper from ma�n through the ° ' � ' SITE DURING CONSTRUCTION Curb sto `. °� . DUCTILE IRON PIPE USED TO REP�ACE SECTt�NS 0� SANITARY / P meter p�t Corporation stop e 5EY�Et2 SHAL,L 8E PI.AC£D tN A TRENCH BEDDED HACKFiLLEQ � / * - � ANO COMPAC7ED IN ACCORDANCE 1+l17H '�HE OIST�iiCT SF'EC1Fl�ATtOi�S. ' ____ _____,.,.____ _—______—^_____—______ __________—_—_______ / �_ ., , f z� , _ � Lot owners serv�ce p�pe ond respons�b�lity 4 �. �` (InstaUed b� Developer) MAIN , _� � APPRG�X. GRCUND Ut�E�- wORG r�1aTER �N GOVER S E W E R C��S S � N G D E T A i L 9 P 9 Insutotin cou lin ^ � , ���� b�.Qa •o'•' • / ` required with metnllic �� �_ � �,��� ��¢o� , TYPICAL SERVICE PROFILE 1NO1e� ma�ns - . .,�-. � '� ` ^ ;.' ` .�, �r� 'r�J�.��'J���t►CK GC�1C. � G�I..L�R (EXCzPT 1!`d VARIES � 24��MIN. - - ` �A�1�!�nFr�T}. IF GnEATrR TNAN � � _ `i S 0� PROVt� �aon��rrir urt� J „ t _ �'ALVE �QX WtTN OE'ERATING NU? 6'FiRE rnvsuu�7 -- i , � . - �,���� �,��� �,�� ExT�NSION �1T�1 G�a - � , CLAf1/�P DETAILS Ai�lD DlIViE�lSIO(�S - � - � � r�r,rr��tr�c ui�a�. u�� � - -:, � •'� ' '�'+,�ta�%� ` �'l'� �` '�� �" <`. � \t.i,�G'Dw�� �'+.�c.+t.Fa. t'�4',ti ., �- �` '" I..ENGTH TlED P i PE � � , �� � . � � 3� � r�v� sac �` �' s' r2' u• to• , J � � fnDaar�7 t�E aHO OaAtf�aGE �oCSt ° , � ,.. y TO 8E COVERED w1TN 100SE SHE£'t , � G�'T'� VALV� r�..�.'� � � C� POC.7ETx7LENE TO EXCI.UG£ B�CX" p � � D � 0 D L 0 0 L G 0 L a O L fi NOTE ALl DOl7 ' 3�, FtLL ►aa7E��A� F'ROat vc?�05 IN ROC3S ��ai_ES To ef vs" ` ' r 6�1.t.1 G�.TE VaLYE S T tf oa � /� / � /a �! , � /� �� a o �-ss � ino' �•�s � ' tt p' �-sa �/ �uo' ♦-l♦ s s�o' A-19! �• �oo'}-�s� �ARGEN 0►A THAN 5 � � 5 Yal.v'c SCx, w�DE OvaL F3a5E r �/3 CU `rD. Attti w'ELL GF2�DED GRAVEL� v.�vc + c�e� ♦ Gx a eo1.T � + ' ; � �L!. �a• :�•� CL�SELESTONE� OR ER:CX'SIZED" �LUO DA • . • r , — • CTtU5NE,G ROCX Rlfi ORAlhta�G� � � ai �! sf .-�s� ��. �-�s ^� �ji�i`• , • • •��',�( a tlEMD �� 00� A-!• a 1�0� A'i0 �4 220� A'3t � �00� A'}{ � !♦ O� 4 l00� � , � ! • • t 1F � • + •����� Q , GR 0- GA!� , ; o � ..._ ! _ �t • � uo' ,�-s• � �to' �•�• �l :�o" a-i� ! � �>s� ��r �'i:�`. .—..._..1; ,,. � ' ' ��•aewu si to' ,�-ia j �o' �-�� �� a o ►-�s t �� � ' ' ' �_,.',,:,,_�, ,�, ' w . • ' +� 6' Q� Pt P£ . ��.�• � � � � � 6 X 6 TEc 0 ( ! -�4 , ' � '{•:' � c • A � c i3�X�"�t g� t » � u . � �7 v�'4„RDOS 8 CLAMP5 ��r i 22��3 efN� 1/� IC� A'Di 3�j t0� A'!5 �/� 2 0� !l'D6 S/4 S0� A�)6 ��j !0� A'36 Zf� t 0� 4•DI n .wo.�a.e.+,.ana+.�ma. a� ,' 4 • • , �+'o-,.�.'� ' • '•�� R' ��r��� 12� - � . •� � ♦ , . • • r T�.BIL Oi(kLEN.�Gi11 /01� C1A�tA1 R� ' ' Fi . •a ' ��,, . .�• • : a � O D� Q.�� a+ 1.�� 1� ♦ 4 " ' � . . ' �'• =*:.4� �, , r �,,:. . P3�LYETHYLFNE VJRAFP�b u't� 6fND 'aj4 ,►-as �j� �•sa � �-�a � �o' .-ai � io' •-is j s o' 'si { ° _ _....� •`� fe' { 4 • P{�E AAR � � C 0 [ F Sd.T StTE3 �.� S� � � No7E5 �� b£tl 00UY liLl lOAV tELI rfll �4flT B£l.L EGO7 3fll 900T 8E11 BUGi � �•� (,,� �I ! � �•DI�YE�E�, l•IEHGi11 11•6RADE t' 80• OENOD SNOUID ♦�1IAT• d[ ROOGLO D�A �+IE9 ; � {� � t � {'� . . `�---S�� STA�I(�ARD ��QDI�`�G DETAILr ftat��3�kCTURER uatlEL td�}. 0?TlOF1S TO f3� FURtJISNEa : M�s�iuuu �a' ca�� cavtR aeawnto n�ur ttaur u�aP cus.� CIAM� u�ur ct�w� ci�.�+F aaw> c�aur c���,,► u�up c��u� � � ��} ��}I IR�C��� 6 UnY'�'t � �SSC�C�C���S� t��• �� ` �: '—" ' � LAfip SUF2VEYSt�EP,,�CfVll EE`tGf?f£ERi�IG• P.tApPltiG ( � _ � - ` - . �tbi����`„�w���/5.��.JJ�i �J11�.�1y a'sZ'� FURNISN STANOARO P�CDUCT s•e,�scaon Id0 Pt1 liiTSRHA� PAElLUXE_ � tlnrff2 !y1 1�/t ��/i �1/t 1 65/4 4�1a 23/t itl��a IV� MVi � ��if2 ZtCtF� � � e , � � wc �l � p o Q�x :o�.� . i i� �.��� ntr, st�QCt � � ' � � TitA�FiC 1 � !6 6tEAN3 A9T� SiNQ GE31t�N�T�ON A-!8 � ¢ �� ! tiUTS B�IA�L EE ►STU Si�HOARD DEliGHl,TipN t 2�U2 1] llft � 41I1 L +04�� T4�� �4/9 1141Y5 2 IlJ4 �lf2iV! 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"7�la�j���J�' CD!t4pt1�Y PaGER 8R01'�iZ£ BUSHED SNQE uu9S bE Ti[D T6¢EittfR �tH01!ttOT MCCE59Aitt�Y '-- � _�__�___m_�w___� _...�_��___.� __.___ _,r____ '�10-6T Wl7}/ 0-FtINGS, FURNISN TNE �cao�n o�Trtc soos � BR(JtJZ� SNl,�F�' CfiUPtlt.G ,6 s.e/� z+vz z��!e ��Iz �s;+ i+lt izar'+ �r+/a 9 s�o �v2 s z i,•z +vz.�,s avz•s�e ' � .o a.��o :���� aenis a��x �s�+ �v: 2+;�+ s�yl� � inr�a av: +s z�f� �VLa1/0 iV2�Slu pf;v �/L/`I �cs - - - --- -- --- -____.____________ �J `�_' . , • � r�t3rt at� n:�aE.risi��as ir� �racfi�s ____ _ - -- — - ---} ._ _ _-- - -___�__ __ __�_� __.____ _____ i� ` - < � � c,tK in�v s�+=�r 3 a� 4 . � _ . r . _ _ a _s , _ � _ _ � ��T� 0I/31/84 �rv J^:J �il7 JK/83/085 � t� � �I�E W�'�R/�NT ASS� ��i�L�' � ° �___,,_, �,..,�..,. �_M ,� � �_..,_ . �- ���. �m��v.,.�.Kt.. ,�. �r � _{,_.. . .,�����_ r ..��.��.�_,.��-:..i,�...��rns.�_.��A �,.��..F,_.� - ,� , h���-�_�.,�.�...��,a����..,��.�.��.���.��t��.�h�.�������.�a���.��..�.� ��F.�� �.�� � �.:...�:.��� . � . �.� ,r � _. ____ _ _ _ �� � I t�, ° � ° ' - � 4� •_• � _ . _ k ��f ��� t � . p �. �. . 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LAYING CON�OITIONS: LAYING CONDITION3 � ' • -'� ` --— -- '°� d p a d a { � ; ; _ CAST IRON PtPE IN ROCK OR WET SOIL , � a• o a ' �. a a D x } ., - U C T I L E I R ON P)P E V � , � ___,�,. __ _, ,� � o� ° a °' o — �- � . ,, . , � . _ � _ � p Q p Q a p � � � ' - , 4 0 . ,a � , . _ ' - .> .��.�__ p p 4 � � ` � � ` - _ , � � � � - � � � TMRU�T �LAGKINO F4� THRUST BLO CKING FOR VALVE tI� T=� - r � - � R � (�UGIN4 � 4R0�� TMR US'T 6LOGKINa FOR ,.�' , _ _ , _ � ,: G LOgE D END TEE , . _ �,� THRUST BLOCK I NO FQR TEE . � - - - �. ,�� ._ , - �°* �,� �� � p Yf � `4 - � _ `� ��� � 4' ° �0 �n � � _ ' d ` _ ' *� '�, _ � �y 4 � q�.a;�, - - - . ` _ ° - - �_ _ 1 * ,���., �, p o .O,�°�a l a� _ � - ThiF�U:�T ��t� QTION - �. �' . � . 0, � � , � ' . � � � c;t)Nf;f�� Tk� h� IX - , S_. . , - , �U�Q t�ai A�)fl�iKil{� f�� dt7�►�) la rpquirr�d , -. , � . �.w � ..�-._�� _._,-__ c...�. . ' a ' .3 ' � ' " y , ' ' - , . ^ . ¢`".�°�„�,T`"_",'—" �;�'�i,`; _Y_...,,.,e.. •Q �� , 0 '0 z'• - ` e —"1-- ---..-.�.�.—. • _ , ' - „..s W I t� 1 ►t �'" , _ _ _ � ,- , �r - ��,,� � ,�y '�A ; 0,,t • 0 , . O: � - �� " � - � tD - - . � `' � Q A ,q � �l`�'� ,Q ,d,' � ? , � `* �i ' ` ����� ' _ � �9 �z' c' 'A. � q `�' � b �t q��A � pl.i, �9 .� tf� '-' � � ` ` _ a , �, q n - �."-�,---..- - ,o. 7l n 1\/` n 1� f� Q�y .�1�, a � 4 (�, �";��, ,4 • • 0' g. " ' -- - _ . - � , N � � a � undl�turb�d �c�rth ' ' � „�' „� . �, � � � �o , _ � a .• � � i � ` � - �a o a�; ` � THRUST BLOCKING FOR SMALL DEFLECTION ANGLES ' '� 1 - - - - _ � �``r a _ TH R UST 8 LOCKINC� FOR WYE � �_ � . - F � �� - � I � MAX. a 7�� M I N. _ { � � - � � EACH SIDE QF PIPE TRENCH EXCAVATION INITIAL TAMpiNQ ` ' - - _ - -- °,;� _ _ _ , - . � , , �, . . , , � _ �, � _ _ - - - ` � - . � ' Do NOT �xTEND c4NGR�T'� . _ _ QEYQNQ �Ifi TI NG E��l.l� , ;. � � ° _ _ , , , 3 � - - � � , � . , t _ , r � ' � - , � - r ^ _ � � � Q A THRUST BLOCK DESIGN '— i A _ _ _ _ < _ � b 0, a o4 ASSUME /" - ` �A k, � � � o o p SIZE = 8 " Diameter _ - _ � - ` p . o oo, a �� ; ;+ - " = � _ o��` a;d DEFLECTION = 45 ° Bend , fl : _ � - �� 0 � o � p 0 ��p + PRESSURE = Operoting ot 90 psi + r �_ � � ' _ t � � a o � _a o TESTS - 50% �,,, K - , t ° 'p 0 a v q, �o OF ABOVE AT 45 p s.i, o a, � - � a� � . _ _ � ` , � a Qo � o � � � � b � �o TOTAL , 135 p s.�. - _-. # - � ' O � .a o � _ � 4 � O _ = ' a, r� � o o '0'�•0 :, SOIL Compact Sand r' . , - � o r hN, ` ' 1 . ` � ^ _ _ f p '(y ,Q'+.� � O ° - , � � - _ '' °' � i DETERMINE THRUST , - - a) from TABLE A, 8 '� bend at 45 ° , � ,� - � - � � � � IN AREAS � F SPAN LIMiTATIONS - at IOOpsi = 3860 Lbs. � ' , � , _ _ b) Test Pressure = 135 p s i. , �° � ' � ; � ` - therefore I 35 (3860 ) = 5210 Lbs. ; - , ` ° - _ _ - , . � - - � , 2 Determine Soil Beanng Capacity from P� j_' ; � � - � ° � � , � � TABLE B for Compact Sond use 3000 p.s f. - , - ` . " a : � ° , � _ - @EFORE COMPACTION AFTER COMPAC TION - ` , THRUST BLCCKING FOR CI�OSS � J _ - , . - _ . 3 Determine THRUST BLOCK AREA �y� � : — . � �� ; " - � �- _ Divide thrust by soi I beonng va ue '°w ;;�, _ , , - _ - � TABLE A _ THRU T REACTIONS � 5210/ 3000 = I74 sq ft of Block Bearing Area � ��� = � � _ NOMINAL MINIMUM THRUST AR(A ft2 NOMINAL POUNDS AT 100 P.S I. 1 � -- , � ' : QIAMETER DEAD_ 55�g il '/q 22�/2 �5° _ 90° DIAMETER DEAD 5 �g ° II �/4 ° 22 �/2° 45° 90° � - ` ; � - � inches END 6END BEND BEND sEND BEND inche� � END BENQ BEND - BEND BEND flEND - ` ,� 4 SIZ E BLOCK: ° 1 . � 6 3 l 5 I 5 2 2 -4 6 2,840 280 560 I,I 10 2, 170 4,010 � I, 74 = I 3 � X t.3� � , � � 8 - � W IDTH = I 3 � - 5 I 5 I 5 2 4 8 8 5, 040 500 990 I,970 3, 860 7,130 � = DE P TH = I 3� � s , _ , � - � � � 8 2 2 3 6 II 10 7,860 780 1,560 3,080 , 6,030 I 1 ,�40 _ _ "� - y G,'6 � ` .}'y - � I 2 II. 3 2 2 , 4. 5 8 5 16 I 2 I I, 310 I, 120 ' 2,275 4,410 8,685 16,050 a a : ', , . - _p , o ; � � � " TAB LE 8 ' a , o a , � ' - - - f BEARING STRENGTH OF SOILS fl ° ', �• Q � , . , - W � � ` � SOIL AND SAFE BEARING LOADS .LBS SQ FT. 'A 4 •° � . , � _ � y _ � ^_ _ ;, " � ! — — —°- - - - ' " ' t - . N �' �. , _ ry — g • S ound Shale _ 10,000 - p a•, ', � ° , _ �� - Cemented Grave I and Sond ' � - S , � d�ff�cult to p�ck 4 000 � . � � � � , ' � ' ' `' � — -- -- ' - Coarse and f�ne compact Sand 3, 000 _ .�. _ '; , � � T i ' , Medium C lay - Ca n be spaded 2,000 � �. � -' � � � � _ - � )ohnson, Kunkel & Associates, Inc. ' ` , _ � S Oft C IQ y I�OOO LAND SURVEYING•GIVIL ENGINEERIPIG•GdAPPING � � - BACK FI LLI NG AROUND PIPE � ' Po aoxao9 • 113East4th5treet �---a ° M u c k � Eagle, Colorado 81631 • Phone (303) 328-6368 � �' � ' COMPACT 12" MIN. ABOVE � PIPE THRUST BLOCKING FOR 90° A ELBOW _ TRENCHING, 6ACKFILL AND �; � � - FOR A' C AND PLASTIC. WELL , _ : � _ r - � pLACED FOR OTHER SELCCT _ r. 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" _� - ,` `. �� 4� Revegetate berm with. naturai grasses. -, � , . � y _ � � � � � - -' SG.�,�..� � � 3�___..�.. _...�.�- "`'_- _''� — - -�'.. .. ., ,� ' � � ° - _ . . _ : ._ , _ � , - ; , - , -, ' _ _- _ _ _-- � S �'Q �/D/7 � y`0� ` �,. �' � � ���� ` � � � � ' : - ` � _ , _ - -5J = ,i�se ��.�"•-t� �river cobb les �or R�.p�`rap on berin. .` � �_ -� ° , ' �� �`� �c� � �,;� � �r� �i `'., �, , � . " . :_� �' ` ' �� " � ° ' .- ` � - � _ � - � - • ' , ` � ' ;�✓� >l�'� � .,; ., E ° - - _ . °� _ ' _ - ' -_ ° � ` - - _ - . . , - , , - - � . ` • _ a , ' ` � ' ' � �' _ . ' _ - ' � b ' t TdP'c7Gr�AF'HY ANL� FL.00DPL.4//V OAT�! a,_ , ±; , ; - � - > ; .� �� . �-- - , `- __ ' _,._� _�___ _�._, ��__.�_ ___�.�. _ �; _ _ __ ___________ _ ` _____.- - --- _ _ _'_ _: �_, _____�_ : - `, � T!-�KLhJ FiE'G1��1 T4�vN O� V.c�lL. 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I - � / � . �-� � � __ - � � 3+34.06 M m ; 7�87.27 --'" �'�o �� /% ,%' � �'� �,;� - ye���e - - -� _°- � � GORE CREEK X- SECTIONS /,- ^ u��, ! ...�~ , i J/ �O \ � � ,� AL STEPHEN S PRO PERT Y - ; / bOSe/i�� _:� � ,/� __.-- - -------, .-'��� �. - � % ' BAS E L 1 N E MA P 6+99.53= - _ , ��' �� - � �---''� ���� � � - " ; � e o� ►�✓a�er Sur�ace -�o0yr �/ood �•� T \ � �(,� • ` � - � v �' , . ✓ ��P/1 f / '9/, r�' �'��� --- - --- � � I � EGt� e o{ �i/afe�' � , , f , � /. t / _ s� , `� � S r�ace T �'P �ap �Yf � Berm-�83o � � , , ,� �_ ,_ ,p� �� � � yp� � - ,, . � / f- __ �- _ _ _ _ _ : _- --- � � , , " �.� ' � ,, , - __" -- �J. t� � — 78L5 � / / � _ ;, ,- a � . 5+19.37 ° F �` � - , � , � /� - : � 4+ 1. 9 ' , � � � � , ,' � . � � , � � 3 tp O� �P ��� 7820 �� �� ; ��` / / j� � , _ __ �-____ _S g7° 0 9� W , '� /� ` �_ f-- _ _ ��, . , o- , _ . '`�, , � 3 3 �,0� � f5� . . . . �.-= �._-.--- .5 fCr t�/DY� f - / ,� w� / S 83°32� 30 �� �`► , � , '� �/� ( �� � CREEK BED �5`C.�/L E : /��_ /O� /�. � 1/. � � � I ;% , ,� , � ;-� � �Ty,�-) �, '� i � �� - ' .-� � 1 TyP• _ , i ' ,' , ' � '— � — 7830 , ' �, l Z7 � � � j —7g25 / ' ' < <- , , . . � � / � � -�' � �— ' � � i \ � � � S �o�i o Of �7. ¢.� — � , f � - � � 78�o � ,- - �-�� � , - � , � � NOTES : �e`� �a ��er�cl �� �a = 1) The 100 year flaod �lain limits on thc North :ide of Gore Creek are based on a future berm in place - See typical _ _ — 7835 /IQT�u�''���'rau�) cross - sections . �`�J �— ` ` �yp�� � 2) .......- ..�.�...-� Indicates limits of 100 years flo�d plain. , 1 � � — 7830 � �� - 3) �� ,� Indicates proposed berm location. � �_ �� — 7825 4) Revegetate berm with natural grasses . �t ��� � � � `- �.�.��.��������, „�",�,� S �Q �/O/7 0 f�� � 5) Use 18"+ river cobbles for Rip-rap on berm. ' �' � �' " ' TO�°OG�f''APHY A/VC> FL_DOC�PLA//V 0.4TA TA K EN F�20,^�'1 TOWN O�' �/'•G�/l.._ .�LO00— O'LA/N M�I°, PLATE '�4� 0�1TE0 S 7S. / �e � ��DZ��� ,�G� Johnson, Kunkel & Associates, Inc. � �/�/ �� ,/LL LAND SURVEYING CIVIL ENGINEERING MAPPING e Y, K P O Esox 409 � 1 13 East 4th Street - � Qrwh, 7/7/SS3 /�LL �/�,3/��5 /CC.0 Eagle, Cuiorado 81631 � Phone (303) 328-6368 Y ' . ♦ ^ � +. f i R � .r � s � . . A � a . ' � ' � � , � � . � L a � � 1+a 1 _"_.__. _ i _ _ _.___ -