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The Ledges Building A B C D E F plans
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' �\ S,�J I ' ,, ' 1�1li�1 � \ � \ � ` - RI 4� � � , , / , `� � � I � , ' �2�' � � ` + + '� / / \ _ \ ' �. , �° � � � t v � � —=._., � , �• -, � � _ /. � ��� 4 r� 1. � _,,.�-'" r L I BEAF�ING DISTANCE , — 'r - ! �Ica� � / . w — ' � ��► - ��� •� . •, � ' K�!'J�� • 1 N 59 2B'16 W 15. 00 _ � �..rs � , � � � . � \ � - � ` - � � � t �,. I '�4► 83 �' ` ., Z,C"" ( , � J F „ ` � � � 7G. � r� � _ �. , � , , r. ,�,�, n ,�� � j`I l , ` M .� � , / / BASIS OF EL EVATIOIV MH B 491 RlM=8362 29 _ � � u� �r,� � �J � �- � � � � �` � , � ytk� ,�, �ji�► �" , ._._._— "� . , ' , / _ : . ,�u-�U�Q� , � �1 ,�_, , � `� \ � ! / / i` �'w ` ��•'� � ` �� 7� i ` ` `` \ � � � � ��_ _ \� �� � ~ �` O ^ r ^ �. � �i � � : / / ...� �.. w. � \ I � � _ ' � � 80ULDEf�'S � , �' '��' ' ` ` ,�, ' � � F � � ' �`` - � , - � � � � ' � -''� �- � � � � �114W i �a '� � �'� / � _� � . OL ` � Q OL F N NDS �F � � � � � �.� 2 ^ \ � � � I ' � � / � � � � � . ER � ,,%� I ` �, �i '� , � + � _ _ ` �,. �, , � ��T _ � _ _ !-� �, .- �' ( / 7own o# Vail Community L� � �"' `+ -' - i �`��i �'� Development ��-� I , � ' , � - �I I� �'A'(1-t - \ ' � ; W \ ,� � � � ! / / 0� s' ��(1 � " :..--�- ,� ' `� , � �-�a� �' ��� � �- ph SIGN'� -�� �j ` l ; g'��� ` � � � / • � � / Plan Build Health Fire - I ` ` � \ ` " � , � O ''' �` �pprovod --� � `..;. , � � ' �' � � � - Q _ °� , `� , � z� � � — � , - ; w , P/TKIN , REEK �ARK CONDOS D�nied ❑ ❑ ❑ ,� ; ; ��. ` _ ��. . � ,�� ,� �� ��- �% ��o � , � '� �� ' ' � � •\ ��_,� 1 ; � , � i pF �� ,/��` 9�. � � _. � �c/ _ \' � \ , , - � � �� � / f1" 11 '� , _� � 9 . � , � � ,� , l r,a � � ' � �� -�-'t� J �- � p �S, � � / - , -�. � � j� ,f ,f Validity of Permit � _ � � � .,� _ '� �� / � - \ % f/,r� Sec 303 (c) 1962 U Q C T - .�' ° " '` - -�---�(r.� "� -- - ,_ / � B � � \� POL /T � /°� � 'I��` APPf�,7'�C CENTERLINE PITK/N CREEK Th� r�uar�ce or granting of a permit or approval of pians a^:� � � ` _�__.. 1��"� .li��"__- _ _ _ _-_ �� ' ' 1• � � � ` � � � i.j S^��ll`IC2fi0�1S S ` � � � ( ,� hall no� be construed to be a ermiY for, �r ;, ' 4 .I _ � ...-., ` � i / J / ' _ _ (F�����-4j �� _`� - « ..� � •s � -' ` 1 ��00� `\ � � 1 �� \ ��� / , Upproval af, �ny v�olation of any of the pr�vi�ons of th�s c��"�� T},J1 � - � � I � , • cr of any oYher ordinance of the �urisdicatian The iss�uroc� �,� ill t - - �� � � � \ � - � a pr:r�nit based upon plans, specifications 4nd other d�t3 s��t.if , - _ _ I Y>V 413�_ _ " _ • �� ��i , , - ` � �� n�t r�vent the buildin official from thereaft�r requiring tha �j � 1�-- _ # � � ._ �_- _ ._ � � ��'� �� �' - , , � I •' / ��r, p 9 � __ � - \ SL ` � __ ���____ __ __ � � � � , � � � ,\�7' � ` � � , crrr�ction of errors m said plans, spscificatrons and oti�Lt � t--� ; . ' - . '� � � � " � � � , �' ,' - d�ta ' ��, -, , � - , '� � �� � � � � , r� � . � ` � ' � rG � � 'c��i \ F4c� OLE( rYP.I � ��� • ,��=A • ;!` �P�TE ��� 3 � �S`� S�L— � � . . . � F� ` F� . , . , . A -� , a. '� ,� - _� � , . , . � ' _ ,..- Q' ,�py°'�'c� `'�\ W� ' :ciNp o 'QS TR � � � �'`� / ,r - � �� O ���. � � �jC� �_F,p � . � � ,� r ��� y, ` \ � �' �39:��G'Y CT � . '�. < � -FIRE 1 HYDRANT f'j � ' NOTE: Accuracy of survey 1 imi ted by snow cover. , - ` Q`� ' O' �`'F�'�j' °����' r EL EC L � ' f /� - � � , � " � \\�c�,Q���liF <�.�S�o\� - , AN � ` � "� ,� � r � - � ` \ � \ j h � � � � � ' • -��I��s � ' � �F rr ; r��. .., , � � • __ _ _ _ a __ ��� � ,�, � � �� � � _ �� .. � I Brian T. Kelly, being a duly Registered Land Surveyor in the�State of _ __���o�- (�j� � _ , �� �', � � � � � . � � � ' Col orado, do hereby certi fy that the verti cal and hori zontal r�easurements , _ �=_jG��- I�n� _ _ _ �� � `'�� � �� � p � `'" . � - -° � � , � - as shown hereon are accurate to the best of my Fnowledge and belief. _ � __� � _ `o�;`,T�� ' � ��� Z� � �/ x � _ ' . --�'Gl l�l�l.� � � , Q / � � � � � f � 1 fJ _�=_ � '_ �� =__ _ _ � - ' ,. . �� `y- _ _ _ � ' � n �� - ���� �� 9 � `\ �� ��/�..� ,� ,� ���!�, __T._______ _ �o � ��� � � _ _ � \```v,�a�u��uw�n���ni,, , Brian T. Kelly, R.�.S. 24313 , � � �\ , � �' �. �U R€� �., , � � . � � � . ���tx,� .�.9a �S'J.i. . " . 1 � � \\`` q!s• •�oo �Ji.� ���! \`\ ` ���a,�,��{(lt�A�, ��'��� � . . � ' _ �IrcF-r� - \�. G� . � � � •r�=. = ^.� �� _ • � ' _ _� ��•n p���s -��� O Q � NOTICE: According to Colorado law, you must commence � _ .c� . � , � — , ��� 2�3�� -c� ,�= , - 3 (.� � any legal action based upon any defect in this survey �_ � �o. . °= . ° _ � - � \�� ���� 2G�Q� wi thi n three years after you fi rst di scover such defect. -d � _ ' � I� � � � � . _ _ _ - `\'� %� m�`�� M �" , � In no event, may any action based upon such defect in � �� � %,,c�j.�•ses�soo��'""��4,�: -� - �' � - - , , this survey be commenced more than ten years from the ��"J ,/r�/�������II�iAiiOu>>�``����, � - • ' _� ��bV� � • � date of the certification shown hereon. _ . � . , �� , _ /�t z �?�� � � � � . , � - �_ z�r�- -_ - - . _-_ ����} � � � _r__ _ - NOTE• SOME UTILITY INFORMATION PROVIDED BY OTHERS � , - -; -------�- - , _ , � ��- . ______ - - - - , � . , i .� , _ �N� , , - , , �,, ��� t � , f s �" � Oste Revie�on �Q,, � ' • � ',O� �Oi- �l�C/ � P.O 90X 87B • �} SUITE S01 • � � 0810 NOTTINGHAM ROAD ����� ��H�`6��� 1420 VANCE STREET r � + : '` (303)848-3072 ` AV , L i � • LAKEWOOD, COLO 80216 r `�� E��H11��g'��flPr Ltd. 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APPf� CENTERL lNE Pl TK/N CREEK , , � �z � , � , �- _ . _ � - � x � '4 � i��. . / - "��. :,�„�d u�on plans, specifications and other data shall � � , ` � ��CT� _ �O�,�I��__ _ � _ __ �.,� �'�� \ . ��'�.� �� �� � � � ` Q.\�O�. a �. �� � � � � �F�� ;� ; =��rt �h�e builCmg official from thereafter requinng the + ? . 8� f ' � � � �� / � , ��r r c �rrors in said plans, specifications and oth�,r � � _I�?�?�?l,�� _ " '�_ � _ ' /�j/,�/J�� , .` ,. . � _ _ � �' , - � _ _ - '� �- '/� / � � ' � � � ' �f � � �` - � - � -��r�._�.;:.�-_ r _-- _ � - } � .�,_ ���� �� y � ►� , _ � �. //�- f ,� � . a, �s� - ' � U � � � � ` !�i-"- _ \ � \ � ` �. '� � �f , � ,� , , � ;� , � � , ' � V ° � �� � � � � f, � � � ��� 3 , � \ � / \ ' � t ` // � V _� . '� .� G��.. � , , G � \ ,�� . ' � � �'F� � �, � W", ` `,��GF.. OLE( YP)� �,� ' . � �� � ��� ' ; , `p �O �A � o� � � o� � \ ' ' � . , y°'t'c�' ��� cu \ :U,t,o qs, 7-R ` <,,Y / , ' � , � '��y �� �,ti \ � F.p�� � \� � � � �t • �,e" - � � ` Q� j� `�'` � pfi T' , � / , �..% \ �. , � ' �.� o, cFiVy, �07'�'0�, r �. `� �FIRE��HYDRANT ,�`' ' NOTE: Accuracy of survey 1 i mi ted by snow cover. � * , = � � ; � , �\F,Q�/� �F�� EL EC A L ' _ , s o N , - � . , � F � � �•. ,�' . � , . �����'S .. � ��```�� i �� -- ^ ��`� '� 1 �` � � - � g. � �., �i _ � �,. ' � '� � � I, Bri an T. Kel l y s bei ng a dul y Regi stered Land Surveyor i n the State of ����. (� ' - _._ ���� �� � � / ,� S � ' � Colorado, do hereby certify, tha� the vertical and horizontal r�easurements : _ �`jG�l� ��r,� - � � . �,� � `�.� � � � �, _ - / ,�� �_ . � � 1- , as shown hereon are accurate to the best of my knowledge and belief. w _ _ , �' o` , b� - ' �\ � � g�� _ /- � � / � � � " . � _I'.�.�lat:bl� _ __.__ _ . ,� � . / � � , , • a � � ty . f/t,���i� � J(J (✓� --��.�-=~ , . _T__ ;"_ - c „ \`< '�`�,� ` " -- -- � , � , ,. ; �/� _���� 0 � , \ �� \\ \ - - �� O� 1\tilitliff!!�( �L/`s� � � '�' �' � � -- ------ --- --- — � ' _ `�\���``�'���� �fi�l�ir,,l� , Brian T. Kellv, R.C.S. 24313 � � �� � \ , � �. � � w % r � ' � � �� . ���,�'���,Orrfqs��`��'��': • - � � �- ,,�/� �''�.��, � ���.�� , � j � �� ��s�'�i . � • 6rt/���-YI �� � /� ^ � G *�'} yr��� � � � i � ,f-J � , ^�L1 i21 G��V��.Y �s� t ,' �- �-�/� - �)�� ,I�T"�"� � � O 4 � ! � 4 �r NOTICE: According to Colorado law, you must commence � � ' ��' 'O� � �__r �-� ' ___ �_ � ��p " any-legal action based upon any defect in this survey y �— � � �'. .'�,; ' _ ` ����� _ - �� �� ��� (r. _ � ���e� ,d• 3� , . 'L�- ��I' 1(a : � �� � , within three years after you first discover such defect. .� y - ''--��'J�;A.,�,�..•'5���� ' � _ 1. _ _�- �''jf . _ � , . - � - In no event, may any action based upon such defect in � ✓ this survey be commenced more than ten years from the Q N� � ''i�,�;,,��L��LAF�d�������`� , . �- -�� 'u1.�0�.�� , ' ' , , ~, date of the certification shown hereon. �-� . ���� � _ • ' -- � 3�� . _ , . �__. , � � - � � ` � � � 2.�� _ � _ =_�-___ .-_� _ , � � ' � ' �� : - } -=-===-Y-- -� - T - . NOTE: SOME UTlLITY INFORMATION PROVIDED BY OTHERS ��O �} ' � ' , _ � .-�_...� _,. __ , a __,_ � ��� F . � t � � t ` � , ` ; � - ��� � - C� . V - � , � ' • ��� i , oste pevss�on � 1 � . . _ � � 4 - , �E � � ' P o aoX e,a� . SUITE sos . -�o no._ �og ; �`�/ � 0810 NOTTINOHAM ROAD n Inter-�Vlountain 1420 VANCE 3TREET � � - . f AVON.COLO 81820 � � � -� , � �f (303)B48-S072 � • LAKEWOOD. COLO 60218 , _ Engineering Ltd. (903)232-OiSB > � � ' � � C�c��, � . � , � � � � • � w.fon.d er arol.ct No f rv TOPOGRAPHIC SURVEY 89029S ' � ' ' � ` � , 1 r � � , BTK A _ PARCEL OF LAND LOCATED lN 2/ls/89 ' � ' ' �' ` � , � , CwBBY SECT/ONS 2 ond ll, TSS,R80W, 6 th P.M., �%-a 2O� Sh�. � . . l � � � ' � � O . 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Q`�O �\ ,' -\`C'c� �%o�GN� � \ / \` � ELEC L -FIRE�HYDRANT _ Or � � F � � ' , � � \ �T�����L \T<�A'S'\ ` � �/ � � AN \\� � " - 0 . � � cc ��YF/ , ' _ � �• � , � / 1 \ ��\ / \ ` \ � , i f ���, �� -�°� � � � ' , I , Bri an T. �.el ly, bei ng a duly Regi stered Land Surveyor n the State o �� , ,��� � _ _ Col orado, do hereby certi fy that the verti cal and hori zontal r�easurements ��� `�� y� �� ' � �� g � / � � as shown hereon are accurate to the best of my knowledge and belief. • �o�, \ '�� \ `� \ 3�� �� • � � < <� � Q � �-. /� q � �,�o � �'�� •�„� � - - _ - � / �� Q/1 ✓ ����f`� /��' U� / 0 \ ���. ��, � _��,�� � �,� -� . / /� , � � � `\\v����tn�rnuu�r���i�, Brian T. Kelly, R.�.S. 24313 ' � �� �\ \ � �� - . � \,��������,�,0 R�G/s���i,f� �' � � �, � Q �b�.�;,�tl069qs 4°TF�'��''- ^ Jt � Vs� J se��'�,�. � • �\ \ �� L�� 1 -� = R� �, ' � �� O Q � NOTICE: According to Colorado law, you must commence 9 _ - m �v � � � — _�: 2 4`��$ �`oo= �� \'� I�� I a n y l e g a l a c t i o n b a s e d u p o n a n y d e f e c t i n t�h i s s u r v e y L= � ,a' •w .,y` � — 2G,0 within three years after you first discover such defect. �-b _ %�J,�.� ,. �`�� \ In no event, may any action based upon such defect in n N� � this survey be commenced more than ten years from the 4 �� f���`''�i,,��'%e;��`�A��p���`�`�� t date of the certification shown hereon. f�j�u»r�nnuttit�����`' , � ��J � � . lll���� , . NOTE SOME UTILITY INFORMATION PROVIDED BY OTHERS � « � � ��— � ��� , -��l t Dete Reviefon , • P o BoX e�e . -1ob no:_ �� 0810 NOTTINGHAM ROAD n Inter-Mountain � 1420 VANCEISTREET � _ AVON,COLO 81820 � • LAKEWOOD.COLO B021B , � csoa�aae-ao�2 EngineeringLtd. csos�23z-osae � O�.iova er Pro7.ei No ` � rv TOPOGRAPHIC SURVEY 89029S � �..�„ ar at. �..�.a BTK A PARCEL OF LAND LOCATED lN 2//6/89 I ��cksa ey sc�]e r ��} , ` Cwe SECT/ONS 2 ond l!, T5S,R80W, 6th P.M., I"=2D' �' - F'.'tl Bo'k o'.` TOWN OF VA/L, EAGLE COUNTY, COLO �"'t "° O. 23/ 6/ /// _ f __ _ _�_ �.�.�- -- - — _ - __ -_ - - - - — - - - -� _-�'.., ��^... 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( � - ¢_-, 2 � , � - PER l/l€'�� ��`, � \ � ^ Z-- 1� G � � � / !�_ ' � � Z � � �� � t � '' � � � . � � ��"� - -� - ` - - - - - � � � ,��i � L � �\ \ � � _ _ _ - - i 4���� � � � � . ''�� ' � � ��J V � �� i � . � .�°` / , f � � - � � � '�J / • `�� � `\ ` � � , � � ` J� , � , �, � � , ! , O � � _ � � ` �� � " � � � , ' �� .� PIT�IN �REEK PARK CONDOS - .� � 1 � _ ` _ i _ r � � , , . — , �� _ Qcor�i� s ���� yw . _ ��7� ��'v , � ��° f �1 �_ �,. � � `�.�=-t� IDi- I� � 'T- --'8''ta,' � �} � 0� �� � � �� � ,,� �:� ,,.'� � 'fi �� � \ - �`�"g� '��9�' s � � � � `� � ,,`�° � � � '\. 'EO� ��,.�" � i / / ` / \ ��'F`�, T ��` � - 2 1�/ - �� POL /T � s� ` ,��� � ` �P,,Pfi'I� CENTERLINE PITK/N CREEK � 'f' - �j`� n�s'- _ � _ ,, � ��, .� _ � ,� , , , , ;- . � - /, �_ , Q � � / _ -�- 2_ � � t . � �� , , , � •s ' - �. ,�op� - 1 ! I `,. J, -��� / � , � �. � _ ��-� � � � �� � - �1 ' ` ' ` lo -12� .,� i % � � � �� �I � ' � ` � ` t � �` _ - � 8� Ia� , � ' '�l l� -� � � � _ � � �,�,�� , � �Z , , � � . , q ��� � '��� � � -u�iC ` � �` '`� � f���1�l.�us � -N� � � 1 ' ,� TG � -� - - - �.,- �Q �� P�W, • OL�_l YP) � ,' �v� -_ { Z'�,gl� �� , �`'<F � _ - � -�� � � ' ��� C.al, � 0 �° � , � I ��,r �Q _ ; . �.. - � � ��'S'c� ' � 4�1� ��iL�S � - �� � • � � — . �O A " /- � �s � ���. .� • ��/ �'S' , \ �v,V •F�p�'Qo\•yq��' ��� - ���- � � _ �0 .��'\ a �� CF��� � �Gyo �,� _ / '`� ,' , r '�, /� ` ` _ -FIRE��HYDRANT ��\ NOTE: Accuracy of survey 1 imi ted by snow cover. _ 0Q` � , � _ F,� E`��,A / �` ELEQ� ICAL �\ � ., ,� ` ����L � �'S'o � \ ANHC ���� � O � F � ' � �� . .�, \ ,�yF�r \ _ \ � \ � \ � i � ` � � � I , Bri an T. Kel ly, bei ng a duly Regi stered Land Surveyor i n the State of , \��� .��,��� \ �' `4�,�, �� � / � , Colorado, do hereby certify that the vertical and horizontal;�r�easurements ��- �, o; . i � ,� ! / � ' as shown hereon are accurate to the be�t of my knowle ge and belief. , o� ��� � � .� � � � � M . > � � � . . �� ; � • � �' � {� ' � / �� Q/� �c� ' � • O � � ... � � C� �.G�/ ' . i \ � i' ��" � / �0 �/� � � � \ � � � \`�����nuuruurrrir���iii Brian T. Kel1y, R. .S. 24313 ' �' ' � � ' � - ���o4�QQ4 REG�s�.,,� � � � , ' � � �4�.�.•t�0 Mq�;.�F�;%.� � �- . �� � �C�.� .�:c^� . �''�. = :�� �`;�s . �. � � . \ �` F � �\ � � `��� O � O � � NOTICE: According to Colorado law, you must commence �_ =�:m �i = . �/ . � , `�,; 24318 ;o_ � \, any legal act�on based upon any defect in this surve , — � y �--t� °' ''" � �� -240� - within three years after you first discover such defect. :�`.� J�c'� � t ��+� �������` Y � � �. ' , In no event, may any action based upon such defect in � N., ���'�����Al�LA�,OS\`\��o this survey be commenced more than ten years from the �� _ i,���������rii��►„������� ti ' date of the certification shown hereon. ���J � ' � ` , ,� ��.� } 1 , NOTE SOME UTILITY INfORMATION PROVIDED BY OTHERS � �� . �N� . . ��� a /�, . D�Le R�vl�ion � � 'lob no�— ��C/ • P O.BOX 678 • 8UZTE !01 . 0610 NOTTINOHAM ROAD n Inter-Mountain 1420 VANCE STRE@T AVON,COLO 61820 � • LAK€WOOO,COLO.B0216 � (808)64H-6072 Engineering Ltd. (909)232-0168 � waaNa sr �ef�oc ►w rv TOPOGRAPHIC SURVEY 69029S _ , � or.nn sy� as. s�.wa ` ' BTK A PARCEL OF LA�UD LOCATED lN 2/ls/89 - �.��.a� - �.�. � sht. _ y ` � - Cwe SECT/ONS 2 ond 1!, T5S,R80W, 6th P.M., ���=2O� •, O r „ � ` . ` � .. 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' � \ � �V � ` � �� Q . / � � % ��j /',,-�-_:z„ � a _ �� , - :.�1 Y�V�C3�_ ��� � � ' y/�, - � �.; ' ( '� � � � � � - �� �``m`�� �� � `,� T _� ; - _ � \�, �'!� � � ' � , �� . - � � , ��,� � .� � � � �f� � " ��� , ' � - 2�i- --�-- _ ° \ � , � �� ,. ' �- � � �, -- � /y-� `'s � ., > � � � � � � � � � � � z � ! � {° �� =�� �r� , � � _ \ �, ��� , . � � � - � � � :,�= Q _ " � \� � ��`i'� Fo � � � � � �� � � �. �� �\l ��;,:s.��' -N� , ; , � TF� � . 4, , cF, OLE( YP) � r�" ��/�'- �— Y F O � \\ O • O/� q \ 3�N 1 �\ \\ , ,�.^"`°� „rI �'��� 1 � '°tio� � � �� � q � . ,_ � _ .�-.~l � � � F�y , \ \ � �,tioF� S TR �. � �� / -.� � ��� "�`f` o �r c� � � r� - � ��� • - C� ���tv / - 'QOG �)' ` � ' � ��� "�� p; ��'tc�,�, �o�NO ?, r � . E � � -F/RE��HYDRANT F` NOTE: Accuracy of survey 1 i mi ted by snow cover. , 0 / � ,F � LEC L .� / � , '' 4 __ � � \�����F ��`�''°\� � AN h �� � �''� , ' , - � _ '���� _ ��, ��J�ri�� i � � �. � � � ,t'� � ,� O � . I Bri an T. Kel l , bei n a duly Regi stered Land Surveyor i n the State of _`fi�,,-_- (��- �� - _ �`\ .��'"° � � � � — y g l .�` � , Col orado, do hereby certi fy that the verti cal and hori zontal r�easurements , _ �:-�Jl.�r- I(a� � \ � `�i� ,�� � �.� � � ��, � - / / / z-- � , as shown hereon are accurate to the best of my knowledge and belief. o� 6� ��� 37Z /� � _ ; � _ �:�GI bt�L�___-___ �� � _ , c� � ' �' -I>— . �� � 7 � � — / � / � Q � • ° / /t����/ `�a ��' �� __�/ �� ,. . \\� `��,, ���' _ D/1 _ >� ,�a"� �/ --��"-- Z --- --- - \� � � . � �� ����������������l������ii, Brian T. Kelly, R.E..S. 24313 i ' �'/ � ` \ � � ``�� ,� ��� ��� ��� ��p0 RF�;js �,,,�� ,. � � IL � � , �� �� _ F �aa�;�'��10 rrlq�,p.�,�',�,'� , ��D��� ���-' � ,.,. \ , � c�g Q, � .c�` �\ f � , � �� �� = " ' � =�.m �a oc= , � �� +' F*°.'_ , � ''���'n pI�L "�'{�� � � O Q � ;',r'� \ NOTICE: According to Colorado law, you must commence � � '�4��8 �j _ �-� ( ,, \�� ��, � '✓ ' ��` any 1 egal acti on based upon any defect i n thi s survey L— � ��' ' �� � K ,�. ��-�� ' ( �'Q ��-� . within three years after you first discover such defect. _�- � ���� �. �I � ,�\_ � , -.,,ra •...... s�,,.� _ I � , , %�J'�'�.� �.•°y �` . � In no event, may any action based upon such defect in N� '`��ii`�'��C LAF`� ���`° _ - �� this survey be commenced more than ten years from the Q _ ri�nurnuiutuu���v - ��bl�� - . ��, date of the certification shown hereon. — . � � _ � 3;i - \ ` , , ���� � e � � � � ����� � � � t _ _____ NOTE SOME UTIL/TY INFORMATION PROVIDED BY OTHERS � � � �� J � � � ' t / � � l ' w ' ��� . ' �?�1 t ' , Dsts I� Reviaion • • '�O� �O■_ �D� ' . OB�O NOTBINOHAM ROAD n Inter-Mountain , LAKEWOOD.COLOT8023S ` AVON,COL0.83820 1420 VANCE STREET (303)948-5072 Engineering Ltd. I303)232-0158 , , � w�rv By TOPOGRAPHIC SURVEY e�o2ss . , � nr.m .y at, i..�.a ' BTK A PARCEL OF LAND LOCATED lN 2/I6/89 CMek.a er ^ 6cds � \ ' � ' ' CWB SECT/ONS 2 ond l!, T5S,R80W, 6th P.M., ���!2O� Sh�. v� � 1 / ' 23� eaoK s�` TOWN OF VA/L, EAGLE COUNTY, C4L0. ���N� ��' �r� r , _ � � -� . - __ _�_ ' - _ � � - --� �._ �.._,.____ _-�_ _ ,. -- , _ - _ � , , - ' f, �J . _> . ,,. ..n . ,.,_ ,. , a . � .» r � _ lN TERS TA TE � � 70 � � � � Y � g � .5�� N 7�° 44'43 " IN , '' W 324.6/ N 59� � 9° 46' �4 % �8�s" S 8 - /`��O� � SCALE l�� = 20� 52� � RAD/US � \ s� J � A�o v�`o �, 2s' �� q�s�0 � RAD/US �i � F��s �'G< �'pF P MB�Y `��c ��T ����Tti �`°'pq^, � ,6� � �ANT �A�E � _ \� � -, � �T� � T q, 2� ID � �RE NY�GATE �icE o r? q�` ��� F ��-(N SER < '� . � cc �i`a<� � WATER � e'� � 3 „ ` 3/a � ���0� � WATER SER CE PROPO E'S p�TF,Q �� � lO'X 6" 1FE � ,<<v G� \` \°`y,�.�,\ � 6 X6 P�� � � � `��F �/ r � \ V� ��-, T /C � ��J� '(� � � \ � ��. \ n \ \\ O V \ \ � �� m �_ \� \\ y�P� \ m_ 3�4 � �R�RGE � \ � \ �� �� R \R�ICE D 5 \ � \ �� �e�,� 3 4' WA \Z � �� V \ \ \ :� ` �� J� C � � O� ;," ���s�f� �� i ���ti�� ���M �f� i��i �� »� i � \ i : i i i i� ti�i i i�iN i i u ��i 1 i� � � � 6°� � Q �, z 0 Fo� \ � 9 � .�� � m o4j ••.�. �::•: .-. .� ;.,�t =� :�� ;. � � A � 2S � q F,Q.y�'Oo�Fs �J � ��-45° BEND G��O ..• . \ � \ / F � j S�' • i •N� �.J •�l i • 't • �� • • ��i \ � < 4 \ 'J �F�C \ \��SF \ e �r� F�F,� � \" A � F o ��° v �� �����0 0\ �/ c� °�F,�'�<�� -�� v� 52� �rF� /�j \��0 e�� \ � Sj �0 •y�qo ,�Q� RADI U� , �\ yo � � � ° � °' ��<,� P� ti J��`�� � N`� � \ � � � ��'�ic � Q P \ � � F'�/T� � s+ ,<<vv W q �/ � �ij�Fs /VG J� \4�j Z � \'I�O O " � � �,Py �i � cqr � \ � � \ \ I ����J \ � ��FcT�� �� ��e0 �,F� o� , �/ \ s \ �iqN cq� Q '°o� ,� qN tio Q J� Fly y�< \\\��< R yO�\ �, ��� �i s,o� ��P \ � � \ e�"> \ � �V�/ W <T\ \ � �qTc� � O J � � � � !i J� � W � � • �4�`F � � � \ A \ / O i ��� ��^--� 6��pL� � � O / � ��; `SF � � ��� \\�2�� � � � � � ��qN � � � Wi�,� / �f \ tiO<F 'QF� ' �� GR\o / �/ \ \ '��fip�4j,F , . , °� I �Q�� � A�o,°os �c\ �9��s,��� � , � Fo <� �,� � \•� c�< \ �s �'pF / ��/ rF��Ayo�� \ `FqT \ h�r�,pqNT / �.� \ / �' \ � �'�F � � Dete Revieion ��,��tiSS�'i:�tsrfsf�,,� REV/SED F1RE HYDRANT LOCAT/ON PER TOWN OF P o eox e�e iy M SUITE ios ,`��� � 1� 5//8/89 OH10 NOTTINGHAM ROAD ��`�� ����a���� 1420 VANCE STREET i �� P�'� ,�F, �r,, VAIL F/RE MARSHALL AVON, co�o ese2o • • LAKEWOOD,COLO 80215 �y��4�CQ^�;���Fa°a J�a (303)B4B-5072 ref`�' EH1�Ha���'HI1PrLtd. (303)232-0158 ' ��" '`��'',���' F;;�,F�%� 6/8/89 REVISED ROAD AND BUILDING LOCATIONS ° �, � o .;,� p` �' o�.spn.a er Pro��ct do � ���� ��u•y ws� _ � ��.� �,, a K c OVERALL UTILI�Y .�ND 89/22E %Cn� `� � WATER DESIGN PLAN i,A�� �° �` �or�un er wu I�w�a ' " ° � TV • '%,�'�'�:;+vat�; �° tT �•.� 5/l5/8�J o... °,C �� '`/���� lJ �\ pi�tk�0 BY SC�1• � �� � ��������uum n+�t���r,���� ✓ M S ,� � F,.�a �ok o�.� THE L EDGES �.' �- 2O � I OF 3 ,�,,r�.,`-- - _ �-� d � �� ,/ � . _ � � � �� � B l G H 0R N ROAD B�,�o,N� � _ , z O � ' Q c� � � srA. o*oo �J EXISTING l0 SANITARY O � � sEwfER L/NE MH B 49.2 STA. 1+55 ` � �1 PROPOSED MH B 49. 2A � . > l55 L F - 8�� P V C @ 2 pp% � � � RE MOVE EXIST/NG MANHOLE o Z � � � BUILD/NG D � STA. l+2/ I � PROPOSED . B 49.2 2 --J � ' � � � JG m I I �� Q O RE OVE � �o�o z I I �EX ST/NG � ' p� — P' � MA HOL �, 6 J I o��1G � p�5 @� W I ��\�' v 76 L F - 8" P V C @ 6 29% . � � .� BUILDING D STA. 0+ A. Of 76 I � MH B 49.2 PROPOSEO MH.B .2 ,. �� BUI�D/NG E BUILDING B ' BU/LD/NG F � I � BUILDING C ` I I �_� , � , „ � L lNE A L/NE B a i � � _ � _ — �- 8380 � - - � —� 8380 � 8375 8375 � 8370 —— � __ � 8370 � _ � � 8365 — 8365 � 8360 � � 8360 8355 - 8355 , - , � . � t;c;�1'_�.^�� � � v� .� r --- '- - �.. � � �a' . - � :.. .. aa�c .y�.�.�� � a���� oQ��. � � ` -� -- � ` l�,���� - �e �,� a r� �� .y �F ll �� , .�- ,�u a � z_ �; �l _ O _ �.+�� 9' —Z• � � CJ o �'�a ;S,_ ero_e\\c . -- � °e L � `' �F� ��'� - iJi�, �L�, � — y , O t00 0+50 /f00 /+50 2+pp 0+00 Of 50 /+00 /+50 ' �� i DATE 5/ll/ 89 DRAWN T� J08 NO. 89/22E s O. SHE T BY K M J DATE 6/8/89 p REV ROAD AND BU/LDING LOCATIONS a o.eox e�e • suire sos HEETS IdO. �� BY DATE a 0810 NOTTINOHAM ROAD Inter-Mountain LAKEWOOD, COLO 80235 CHECKED J MS FILE No. AVON.�o�o ase2o . • THE L EDGES S EWER LINE PROFIL ES BY DATE �� (303)848-6072 �ngi]iQ��i]igI,td. (303)232-0368 SCALE AS SHOWN AppROVED F.B. NO. 3 2 � , �� - _ i , .,�. c> �� A � � q pb' ��o A•o � TRENCH WIOTH ` � 0 � 0 ' Q:o�• 'a �� �' o-poa0 � ��- GENERAL NOTES: ° '• ,•� 45°BEND SEWER L/NE 45°BEND O WATER NOTES ` '��� �e�•. �� TRENCH WIDTH 1. The Contractor shal l schedule a preconstruction meeting with pa0 += 0 _ _ � 1. Water distribution cons�ruction shall conform to Upper Eagle the Owner and the Engineer at least 48 hours prior to the start � ' � °p° O Valley Consolidated Water District standards and speciflcations. of construction. Plans will be distributed at this meeting. �10 , A y0� N �o Q , �� � 4 construction will be permitted prior to the preconstruction !n , ";� O 2. All materials and workmanship shall be sub�ect to inspection meeting. O�Q� MIN COVER PER �� -- SPECSOR PER by the district and\or its representatives. The district � I i � FLO W 'a�,•O j - � , reserves the right to accept or re�ect any materials and 2. The Contractor is warned that conflicts with existing CONST. DRAWINO - � 0 �- � - WATER L/NE � z , • �x t � workmanship that do not conform to district standards or utility services may existr Prior to beginning any construction, , _\ L_ � �� �e � �� O � �•i"• �- • 5 specifications. , the Contractor shall contact all appropriate utility companies � a 'Tjj .'_:• ��_, for line locations. He shall then lo�ate all utilities F �i o ; ` . 3. The District and it's Engineer are to be notified by the (including d�pth) . Any conflicts with the proposed construction ,� oQOa� = t. � . ,, iN'' ;�� � t ��� Con:ractor at least 48 hours prior to any utility construction. shall be brought to the attention of the Engineer so thaC minor a�d•, Ob - - - - " � 6 line or grade changes can be made to eliminate any conflicts with � oo, , o°Oe - � '• ' ?' = 4. The Contractor shall at all times keep a separate full set of these existing utilities. All existing utilities shall be ` �o a ' « 45°BEND 45°BEND _ � � b"M�N -� contract drawings marked up to fully indicate as-built protected firom damage by the Contractor. Damaged utilities shall e 0••0 �i �= 5 D . � conditions. Said drawings shall be provided to Inter-Mountain be repaired by the Contractor at no expense to Owner. 4�o p�'Oe � SUB DRAIN 0.D ��00, � pe�ee• 4"MIN , ,• .� _ Q � 8 Engineering upon completion of the work. As-built drawings will OOQ,� oo a��,a�Oo � s� •• _ 4"MiN �� be compiled by Inter-Mountain Engi�eering prior to final 3. Contractor shall obtain at his expense all permits and . � Q'�'o� O :b� A � P�PE ` I �� PIPE a"I�I acceptance. Contractor is to provide at least two ties from inspections which are necessary to perform the proposed work. NOTES - � BELLO. physical monuments to all fittings, values, and manholes. BELL QD PLAN- N T.S I. PRECAST RINGS OR BRICK LEVEIING 4. Al l construction shal l conform to municipal or district COURSE SHAII BE uT�l►ZED NHERE , 5. Water mains shall be constructed with ductile iron pipe, AWWA standards and specifications and be sub�ect to construction , � REOUIRE� ►ri7H 2 COUR5E5 Mit�i•�UM C151, with push-on �oints, AWWA C111, class 52, ; or AWWA C-900 observation by their representatives. Copies of municipal and AN� 6 COURSES MA%IMUM. polyvinyl �hloride pipe, pressure class 2UU PSI , 14 D.R. with an district standards must be obtained by the Contractor. 2 2. SE�I OuTSIDE OF JOINT w17H y:RT�R. STANDARD PlPE BEDDlNG SVB - DRAIN outside diameter conforming to a cast iron equivalent with push- Contractor shall have one (1) signed copy of the plans (approved 3 5ET E�CH RtNG IN � vull BED 0� MoR7�R on loints. All values, mechanical Joint fittings and ductile by the Upper Eagle Valley Consolidated Sanitation District) and g„ inQ nND GROUT �LL INSIDE JoiNTS GR SEA� N.T.S N,T.S iron pipe shall be polyethylene-wrapped in accordance with Denver one (1) copy of the appropriate specifications on the �ob site at N � JOINTS MITH PREFORMED GASKET ►IATERIAI„ WATER TIGHT JO/NT SEWER LlNE WATER T/GHT JO/NT Water Department standards. Al l water lines to have a minimum of al l times. The Contractor shal l have one complete set of the 4, FOR P.Y,C. PIPE USE E%PANOABLE MATER 4.5 feet of COVer. ContraCt Documents on the �ob 51te at al l times. I STOP OR SPECIAL SLEEVE AS PER MANU- FACTURER'S SPECIFICATION. ' g" 6.' All water mains shall be hydrostatically tested in 5. Contra�tor shall not scale drawings tor construction S. SEE PLAN FOR SEMER IINE SIZE. O 5. ��L B�SES'SH�LL BE C�57 IN P�ACE • 3 accordance with District Standards. All mains shall be purposes. Any missing dimensions nr discrepancies in plans, ur+�E55 APPROVEO Br ENGIHEER, disinfected and tested in accordance with District and State tield staking or physical features shall be brought to the 7. SOL1D CAST AIUMINUM OR CAST IRON ,� Z TRENCH WIDTH Health Department requirements. attention of the Engineer. If Contractor proceeds with the work MANHOL� STEPS ONIY. � ` without notifying the Engineer, he does so at his own risk. � 7. All water lines shall hav� a minimum depth of 7 measured WATER LlNE � � from the top of the pipe to the finished ground surtace. b. Inter-Mountain Engineering is not providing resident J� � 3 engineering services for this pro�ect. If construction documents Q �11 4 8. All pipe dimensions noted are from centerline ot fitting to are unclear, or if errors or discrepancies are discovered, the M I - the centerline of fitting. Engineer shall not be liable if the Contractor or client makes - 10� M/iV !0� M/N his own interpretation ofi and/or revises the original intent of 5 }�.`r•r,: ; '•t ;�= the constructlon documents and design drawings. NOTE PIPE SNALL BE CLWT/NUOUS ,r�;., , ;:?: a g�� (NO JOINTS) I�I � •.,`'+: 7. Observations of the work in progress and on-site visits are 7 g '+' � 2 P�PE not to be construed as a guarantee or warranty by the Engineer of 3 SECTION fi 7 •• BEL� the Contractor's contractual responsibilities. � �.M�N SEWER NOTES � q�� q�-6" MIN 8. Ail disturbed areas are to be recom acted to 95% of the a'-0 - i�' � 1. All sanitary sewer construction shall conform to"Upper Eagle soil s Standard Proctor density (ASTIh D-698) . DIA U N O Valley Consolidated Sanitation Distri�t standards and - spe�iti�ations. � GRAVEL UNDERDRAIN � - 9. Compaction testing shall be done from time to time at � I ' 2. All materials and workmanship shall be sub�ect to inspection lntervals deemed appropriate by the engineer. These tests are N 2 N.T S intended to rovide the Owner a by the districts and\or thair representatives. lhe district P greater degree of assurance that 9EDOING DE7�it HO7E5 reserves the right to a�cept or re�ect any such ma�teriais and the Contractor is complying with compaction requirements. The ' i. Mlnin�u. cov�r to �• ��tor �insi strset yr�de .n�n avlllaDla. workmanship that doe not conform to district standards or Contractor is not to rely upon these tests for fill control , �or 2. Tr�ncn to b• ersc•d or sn��t�a •s n�e�ss�ry tor tn• protectton spe�i'fications. are these tests to be construed as a guarantee by the Engineer of I I 5 0� otn�r utllitt�s sna to .��r O.S.H.A, s�1�ty r�putr•n�ents. the Contractor's contractual obli ation. � � F�o , ; SEWER - WATER CROSSING DETAIL 3. Tr�nen rldth :h.,, �ot o. n�ore .�e� �s ,���., �a� ,.s: .�.� 9 12 Inen�s vie�r tnan tn• outs�d• di�wet�r ot tA• plps Isio 3. The distrlct and 1ts englneer are to be notified by the .� • • e o. . o • o t��r�in. <e�il o• coupitny o.D, if appltc�Die.) Contractor at least 48 hours prior to any utility construction. 10, The Owner has retained the Engineer to provide cert�in . o0do 00°00'0.00 .�o °p'o 00 oQa • s, Machin• co�noect�d eaekflil. construction stakin The Contractor is advised that this ma O o0.0��,�o�;•�$�:��. � O�° �ep��,�o'�•��� S. SVU��g��. ssnd, or 3/1" qr�v�l, Aand tamp�d in 6 IncA litls. 9� Y '� 0�6 �/ O �� S�ao 6. Singl• I�y�r ot 6 n�ti. poiy�•nyien• or vtsaue�n. 4. The Contractor shall at all times keep a separate full set of not be all of the stakes he will need. Additional staking will 6 0 �.� o oo. a.0 0004 00 �.o.Q be QA o o.O�Qo • ,a Oa �o oeo Q'o 7. 3/a ►ncn rasnea rock, contract drawings marked up to fully indicate as-built be at the Contra�tor s expense. Refer to the Contract Documents A SEwER LINE, SEE a. 3/�". 1', i_I/2" .ashsd rock, con�itions. Said- drawings.�hal l be provided to Inter-Mountain for details. s Z PLAN FORSiZE Engineering upon completion �ofi the work. As-built drawings will s �� be �ompiled by Inter-Mountain Engineering prior to final 11. Benchmark: Existing sanitrary sewer manhole B49.2, invert = sECrioN a - A FLOW PI PE BEDDING DETAI LS _ acceptance. Contractor is to provide at least two ties from 8360.10. N T S. �� physicai rnonuments to all tittings, valves and manholes. , 12. Safety is the responsibility of the Contractor. The wYE FOR SEwER SERViCE TAas TO _ 5. All sewer mains shall be constructed with ASTM D-3U34 SDR 35 Enqineer is not responsible for safety in. on, or about the S T A N D A R D M A N H 0 L E EXISTING LINES USE A 45° �" polyvinyl chloride pipe. Pipe materials ahall conform to ASTM D- pro�ect site, nor fior complian�e by the appropriate party with wYE SADDLE 1784. Joint shall be bell and spigot type with a rubber gasket any regulations relatinq thereto. 4"-22 i/2° LONG RADius �� �� ��' and contorm to ASTM D-1869 and D-3212. BEND ExCEPT wHERE 13. The Contractor shall provide ail lights, signs, barricades, NOT REOUIREDIN FIELD W b. The sewer maln shall be tested in accordance with district fla men or other devices necessar to public safety BOND m 9 y provide tor �y BREAKER ��� F standards and specifications to include lamping, low pressure aar in accordance with the current Manual on Unitorm Traftic Control VARIES 24°MIN = ��t'� Devices. � 6" FIRE � G�r+2 � Q test, and def lection. , „ � 4' / J . ° C^ \. 2 O HYDRAN7 r 3 ..�b;,�`i/ �y 7. The contractor shai l verify tne elevation and location of t- BEARINC �•' existing pipe or manhole inverts at tie-in points prior to Z 'W 4" SERVICE LINE O . SuRPACE •��Q fi� , � � �o � � , ea `�� ,,.o � eonstruetion staking. . ^�� ` I � _ p�S` o �, s M O � Z N a "PERMA-JOINT�� STOP OR EOUAL e o N O ,��P i.�•' c�4o�'�r � ��'� B. Manhole rims shal l be set at an elevation relative to the - � ROUNp LINE Z°x4�� WOOD POST, PAINTED BRIGHT BftEaKErt �°^8� � �c � BEARING pavement in aCCOrdance wlth clty and county requlrements. ORANGE AT END OF LINE TO .�^.a' ' SuRFACE Pre�ast ad�usting rings shall be used to ad)ust rim elevations to ASPHALT ROAD �� � /� n s NDISTURBED . I'-o" oR AS a'-o" ABOVE GROUND �/ Soi� , final grade. The maximum� acceptable vertical ad�ustment is 12 _ STATED IN / � ���� inches. , , FIELD � HYDRANT BA8E 9 ORAINA�E 9. The Contractor Shdll take care tD properly Shape al l fndnhOle � � � ROCK 70 BE COVEREO WITH ��PROPERTY LINE � o 0 0 � ' ' , inverts and benches to promote smooth f low throa+gh the manhole. � LOOSE SHEET OF POLYETHYLENE -- -- I I II'4 � Z2 I�2 ,45 - ,� �� � J M J TEE _=j W TO EXCLUDE BACKFILL MATERIAL g g 9 Y D EA D E N D lnverts of lines intersectin at 9U de rees and at hi h SEE NOTE Z-+;a 6�� M J GATE VALVE 9 FROM VOIDS IN ROCK P�AN QND 90° BENDS N TS di�vergent or f lat slopes are especial ly critical . Ihanhole BELOW a�y< 6��VALVE BOX, WIDE N T S inverts shal l be �onstruct0d with a smooth trowel tinish and : io��a OVAL BASE I/3 CU YD MIN WELL GRADED NT.S ben�hes shall be finished with a light broom non-skid finish. �RAVEL, C08BlESTONE. OR Ai l concrete for manhole construction shal l be made with Type I I `� 6��C 1 OR D I PIPE Y�`�c �� � BflICK SIZEDN CRUSHED ROCK � ` P y p51. �� ,�,, FoR DRAiNAOe , cement with a minimum 28-day com ressive stren th of 3000 ..b -�- I 'F 'fi� ' . . y ����< < CONC TMRUST BL00(NVBONO BRE�R�TYP) lU. Al l pipe shal l be constructed with standard pipe bedding as �� •� ~ shown in the sanitary sewer detaiis. Bedding material shall a" I'-o" ( a" SERViCE �INE BEARING ' COIlf01^f11 to ASTM C-33 or D-448, size number 67. If trench 6��a6��T � FLAT STONE OR CONC rg�j� SURFACE , , CENTER OF wYE BRANCH . condltlons vary or if rock or water is encountered, Inter- B°:6"TEE �� �-3� 3/4��RODS 9 CLAMPS SETON UNDI5TUR8EOEARTH TO BE PLACED IN UPPER BOND �Z�x + �2' �p' TYPICAI THIRD OF SEWER MAIN _ FLOW BREaKER Mountaln Engineering 1s to be notified prior to proceeding wlth �� construction. POLYETHYLENE WRAPPED � � GRADE = I/4" PER / 11. All pipe dimensions noted are trom centerline of fitting to i FT MINIMUM , � bQo the centerline of fitting. NOTE: ALTERNATE TO THE ABOVE � �oo_45o BOND C •yb ��e� � � a � �a�ee�/ Q O �S C. FA9TEN M J VALVE DIRECTLY • BREAKER �y `� '�7 -���` BEARING `� ,D�i,'�^ : TO A M.J. ANCHOR TEE. t1pn•,+, ���•°� �n• SURFACE •c•�� ��` �i 3� ^� 1°y 'r t' �\��/�/� � ' \\ ^ /'� n BEDDIN6 �NDISTURBED UNDISTURBED� MATERIAL SOIL SECT/ON A-A S°" STANDARD FIRE HYDRANT N TS. TEE � T YPI CAL CROSS n►,r.s N rs SECTIONS N TS •� S E W E R S E R V(C E C 0 N N E C T I 0 N P�PE SI2E 90° BEND 45°BEND 221/2°BEND PIPE ENDS NOTES - � ..a 8�� 9 0 5 0 2 5 6 5 I Area Based On 150 psi Pressure �� And Soil Bearinq Capacity Of BUILDING � IO 13 75 7 5 4 0 9 75 p000 psf Vaiues Differ�nq From FOUNDATIO i2" is oo s�5 5 o ia oo _ , These Will Require Rev�sed 16�� 35 00 19 50 9 5 25 00 �lock S�zes WOODEN . r, 2 Mirnmum Compressrve Strenqth Of �ST a ' ADLYTIONAL THlCKNESS W/LL BE REQU/RED Concrete To Be 3000pai At 28 Days . !F EXISTING ASPHALT EXCEEDS 8 /N ' '. THICKNESS CONCREtE KICKBLOCKS e , � 6 @��HOT B/TUM/NIOUS ASPHALT a ' • SAW CUT PLACED lN TWO L/FTS _ � . p EX/ST/NG ASPHA�T - ��r \ oo. �� n c - .��:,�;i.��`�"�t «a+ta�#; '',+r'�',x;�'�S 0 4 kti� .�� . �� �},''�''� „ ''� , ?�`r�'4�+:�����•i EXISTING BAS OURSE � � ���J%//c�///��//I����� ,.,�'i� �f.�,,,��:'�r„y,�';`� ;:� �>'t.���.a_ ��`"� /%�///������`�/l/��Y//��`�//�`%// o ,` `` /O,, � � � ° ° � c � -I// � TYPCAL •� , � � � y ° e �LWD/STURBED ///_ ✓ EARTH� �i� B4CKFILL COMH4CTED � O 1 RON FENCE POST �� To 95%oF oPTI y oE�S,TY-ASTM o- ,, ►� (SEE MOTE) �� � EXIST/NG ASPHALT SHALL .� i � TRENCHWALL - BE TACKED WITH EMUGSIFIED � �� SLOPE OR BRACE AS ASPHALT � i' NECESSARY FOR THE SAFETY OF WORKMAN AND �,� PROTECTION OF EX/STlNG � , UT/LlT/ES � . Dete Revieion � ' ``'��`�`�;{11111fl1lJ;��� P O BOX 878 SUZTE 103 `i���ERY M ��/� 0810 NOTTINONAM ROAD II��QiI���O����AHIl� 1420 VANCE STREET �` � SP�� AVON.COL0.81820 �n l��r�.��n Ltd. LAKEWO�303o232-OibB , 5' min �.h�Q6R�! IS7Ey O���� � � i _� � � � m• osmao,9 ��ii I303)648-6072 UTILITY STREET CUT PATCHBACK DETAIL �` 'i NO SCALE ���� ����� we �= w�►or�.e er �89/22E �° ° w��� = THE L EDGES CE L�NE r N°�' ��. � a c `,' 'i �O�J� �u mO�• Or�rn BY O�U IuwE ' JER� SERV/CE TERMINATlON DETAlL ' �'9���Q�'N�'a"�u�'�'���\ TV 5/ 15/ 89 �'��� C`i- GO������`�� a,.�k.e er s�.i. / a ''''f�Jl����<<�������°'� J M S DETA /LS A� SHOWN � N.T.S. ' F1�ltl Book DStt 3h��t No 3 OF 3 ,,