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HomeMy WebLinkAboutPEC17-0010_C102_1508779472.pdf N OF go illl 'illill OWN OF 4 VAIL USE94bj 1,611 1420)10 PEC ' s 1�' 1 / / APPROVED WAGON .... ..., ...... / \ tom* : \\ y ` \ / 12:00:00 AM \---------- p \ /... GRATE INLET Q coa 1 --- RIM ELEV: 817 20 ♦ / \ F� INV IN=81 .97 • �`=, ♦� / �I \ ` RIND ELEV:tomL _1 \ .... / Is 8178.33 . IP\ \ '4 II, V 76', I \cM \ 0 o r'� ,♦ RIM EL�y °�, / •- F�7§-3 r s. �� / \ ��1 ,98179.18• 1 1 't,'06., /\ / \- G , ♦♦ 1 / / RIM ELEV: �'Gy J6 / �"' (�j 1�� _. - \ 8178.84 I o��F /INQ Vir_ , ♦ / LOT K 9J ��' \ _ �� A EE ,; o/ . - \ /� BOULDER m EE EE 8179 �y\ '��� WALL RIM ELEV: �•�� EE- EL EWrn - el4� �T �� RIM EL \ ��OI 8179.63 EE EW-�W- / UTILITY�ok\� t�40 _---- - EWA � - \ ETC _ / \ 8179'04 �, VAULT ro `� % CAP i" 12" DIP EW EW EK R EW -_,.._"--7--_..�' ir l �" iP EDp�� OIP E� EW =_���� • Iu. - - RIM ELEV: EW�,,� i•�,e� ,62 o Architecture Inc O• EWRIM ELEV: \ `� �� �/ � 2 CAP RIM ELEV: EW / �1�, J I a O I 8179.19 ` -� 8179.96 SG ��� �- ��� 8179.99 Qo � 8 ,•� rLy�.,1,!,.I,• }�� \ `Z` etti it n� . %' OVERHANG . �- P�GoF' 6 1 ���/ S° �OCI / OWNER ED ANDERSON (Sc LINDA CABOT - i�1 --- // RIME V 244 WALL STREET _ /, 1j0± DK 4 �\ 8179. 4 ' / % Q�o�� �� VAIL, CO 81657 1 _1� OVERHANG ,= ,i' O' S,?�1=�'�� I, �• / / 0 ARCHIIc , , 4240 ARCHITECTURE c 3507 RINGSBY CT. SUITE 117 STAIRS 1 �� y`k ;:" +� w 3 �, F� neigoi3� � _ _ , DENVER, CO 80216 \-tritt-----1, C0 iiii _ UTILITY '� � - RI ELEV: CIVIL ALPINE ENGINEERING, INC. \ ! c� 81 ^..50 VAULT RIM V: 34510 !lig f111 � �,,,, �,, �, Illii ENGINEER EDWARDS, COA 81632NIT A-9 1 IIS . . \��� "4180.31 n n m c�n c I `b� " ,1111 �`� ``/ �. f 2. FOUNTAIN AREA '. ��, / \\ I SHERRY DORWARD ai ' EXISTING �4 DOMESTIC WATER UNE. REMOVE UNE ' `I 1 ��1 Opp � 3 � �� • ARCHITECT P.O. BOX 3766 / BACK TO CORP STOP, CLOSE CORP STOP & � �: l; ew ❑ /tRIMELEV:\ ` ABANDON. PROVIDE NEW 1X�" TAP & INSTALL NEW 1X�" 11 ,` ,'\:' %1. i UTILITY Elie ��' \ 8180.30 • ♦ VAIL, CO 81658 / / ■ = n`�# .i ;� s VAULTS MONROE NEWELL K COPPER SERVICE LINE TO SAME ENTRY LOCATION. rw X-- F• APIP� 1 ` a ` ew VAULTY y • / ENGINEER A�ONENCO 81620RD. SUITE 204 01111:).0.\ EXISTING 4" FIRE ' • �,( , * NOTE: PRIOR TO THE REMOVAL OF ANY OF THE LINE (TO REMAIN). . IA' \ x ew F� I\ 2Q HEATED PAVERS, CONTRACTOR TO CONTACT THE !, • ��^- Q\ • RIM ELEV: - MEP DMCE ENGINEERING I\ \ I TOV PUBLIC WORKS TO REVIEW THE REMOVAL GASEMETER1_ . ��`' o IN // 8180.57 / ENGINEER 5737 6TH AVE. �� \ .� , LIMITS AND THE REPLACEMENT PROCESS. ����-"`J c� / LAKEWOOD, CO 80214 .; (TO REMAIN) \ VII---‘ j / 4, 87 .< / �� • /��I I ,C:� LOTL '� / / r I % �I 1 � x.127 RES / - ` / I % /I I I` :,R I ,G E 'E ET I■ I �" / / 1 \ ‘ it 0 i \ . I kk �% �- �, ik CI `/ _ 153: ��, . GRATE INLET cc \ % - 1 11 `' 11111W110. ---"..4:: / RIM ELEV: 8180.07 \ \ I �' ,I - ,1-�11���� '. INV IN=8175.44 J / / /, \ /I 1 �� -�-i. li• i1� '`te,,, ►� I INV OUT=8175.21 �� / \ 11 I I , '� �� 1►���►.� ! �,,, / �, . RIM ELE / ( /1 ! ''/'- .� ... 8180.55 \ /1 1 �;..� EXISTING 1101111011, c '1,��' -=_�� �. .; ', / „ N;0- .° ,,ES �/ ' /1 1 li ELECTRIC � '� �,' 1� :. '::.= �, X 12 ,, / �` / Z TRENCH DRAIN , /1 I 1. (TO REMAIN) � _ �` �� ES �`I I 1 ,, , 11 1-(i0) \0000006111111111111r.......„,v1Nlirc -.o _ � 0 /ONE VAIL PLACE 1 '1 o II v �;�� "_,,ann-__��- s \--„,..... 0\‘‘ -?,. . II, I IIaaa _ _ , �, _ 3 GRATE INLET / /ES/ --- - °j I% 1 ,r HILL I _ � BRICK / RIM ELEV: 8180.25 s �V BUILDING a/ 1 la 1 =�� - WALL v/ INV ELEV: 8176.1ts E _ _ - - _ °- e / ' / '� / L e I 11 Iill\ 11 ' • / ,5 I I I11 111\ \ o EXISTING \ ��/ % I 11 PHONE (TO \\07„. /tIM ELE �� I 1 I ►/ II I REMAIN) \ \ . /o / 8,, 05Ve1111 ■ A /1I 11 n / l5+ ' / NOTE: EXISTING UNDERGOUND UTILITIES 11 111 NOTE: EXISTING UTILITY LINES AND STORM S= `�� 8� N �� SHOWN HEREON WERE NOT FlELD I , '' I • LOCATIONS ARE APPROXIMATE. CONTRACTOR / LOCATED FOR THIS PROJECT. LOCATIONS . \\ IPOTHOLE & VERIFY T1E-IN LOCATIONS & trl 3. .' 1� y \\ / WILL VARY FROM WHAT IS SHOWN. I •I 1 I 1► ` II \\ ELEVATIONS PRIOR TO COMMENCING WORK. • �' ` C::) 1 I 1� �, 1 \��07.3 �, I I vi�• I 'il, EX. I ET I/�,1���y \ r" WZ rci d,. I I1► \ PORTION OF LOT C GOLDEN PEAK HOUSE W CO PORTION OF 1 1 % I III 0.068 ACRES �; :•. ,. �'r_=1 `1111g,01 71,, liffit; I 111 / \i 1 / \ AKA BRIDGE STREET 1._I__I ' R \ LOT C 1 I 1/ \i " \311 BRIDGE STREET \\,, W \ s LOUNGE W op CV ,,, , 0 ,\, CN TREN DRAIN 1■ \ �' �' / RILE\,: 1 0 0 1■ \I a ��•.:::: ��T81.58 \ GRAPHIC SCALE cfl 0 1/ 1 EXISTING ► °;4‘,7.-.. Q I 1 / It I ,,,,, ( \ Et I CATV TO II 0. : LOT C- 0 5 10 20 W OJ A �. I,:- REMAIN) �� l'ØI ` RECEPTION No rni � A56200" 0 (9 100 -- LOWS ELOATE \ LEGEND _1I�� \EXISTING GAS AS\ REQ IRED BY NEW \ 1 inch = 10 ft. - - PROPERTY LINE 0 STAIRS 4C1- \ \LANDSCAPIN \ Z mU- 1 \ �� �� - Pfau, `" - _ _8182, EXISTING EASEMENT - - - -� , �' I - �� -� -� f' ::: l�� - - / 182' _ _ JI -,li / - - - - - - - - - - - - 8181' - - EXISTING CONTOUR ter _- J 0 j... .1-. 4.------- :-..4-- 7tM3 EE EE EXISTING ELECTRIC Cr) <ImoL Q BOULDER ~.'"'r'� \�\ :.. '.T a i111� `y��,� / w RIM ELEV: 3 ` a WALL 1 .ice L� „L� '��Jt���1/i 8181.84 w a EPH EPH PHONE > V EXISTING /. -- W �I` UT •_` y/iG \ /# a = F I N ,e �� ETV ETV - EXISTING TV ■■ MEMORIAL VENEERED ��P 1\ T o ■/ �• PLAQUE SEAT WALL w w \ A-PH - \ - - - - - - - - - - - ® ES © ES - EXISTING SEWER I 'Ir ELE a F a \ �j� EW EW- EXISTING WATER \` .. 8 a °", 4 // TRACT A s a N �' EG EG EG EG- EG EG EG- EG EG EG- EG �� / STONE c� EG G cll.m. EG E .� • I/ FR• �T DOOR LODGE AND RESORT W EG EG 3 EG EG EXISTING GAS LINE , F� WALL w TRACT E EXISTING FIRE HYDRANT �- VAIL VILLAGE FIFTH FILING II = m m m m - ® EXISTING STORM ,p' .61\::15'\\\7'.°I-N\4'\‘11‘\'5-‘11\\ y 1 I s N ¢I \ CO _ _ -8183'_ -� EE \ > EXISTING BUILDING /Z\ / ` c^ EE_ EE (%--- . - -1 - - - Q W RFs `� / . EE W\ PROPOSED BUILDING +dd ® / o AL\Q \ - EL _� !I , ©= ES ES ES ES ES ES ES ES 9 I - PROPOSED STORM // EES ri" \\ I .1 1 I APPROVED CURB BOXES 6' STEEL FENCE POST- FOR CURBSTOPS UP TO 1": PAINT TOP 1' OF POST BLUE DISPERSE LARGE ROCKS IN THIS ZONE MUELLER H10314 WITH 89982 LID WITH 1" SHAFT OR PROPERTY LINE OR PROVIDED ROCKS DO NOT INTERFERE WITH McDONALD #5601 WITH 5601L LID EDGE OF EASEMENT BACKFILL COMPACTION REQUIREMENTS _ R, BOULDERS GREATER THAN 18 INCHES TO BE REMOVED FOR CURBSTOPS LARGER THAN 1": FROM BACKFILL AND DISPOSED OF OFF SITE. MUELLER H10314 WITH 89982 LID WITH 1" SHAFT AND TYLER 6500 SERIES ENLARGED BASE # 144809 OR NO ROCK ALLOWED GREATER THAN 6 INCHES McDONALD #5603 WITH 5601L LID / \ 4' `\ SEE SPECIFICATIONS FOR /\ A v4s A A4 \#4 \A✓\ .11`' COMPACTION REQUIREMENTS 0 / VARIES ��(Y'/�/j\/' TRENCH BACKFILL 2 18" MIN �P-�- 24, MAX 12" .\\� 7'-9}' COVER FOR d, -' y�\/ /- MARKING TAPE TO WATER MAINS BE PLACED 24" NO ROCK ALLOWED ABOVE TOP OF 7'-9�' COVER FOR GREATER THAN 6 INCHES \� BEDDING ZONE PIPE OR ANY 10 GAUGE INSULATED COPPER WIRE SERVICE LINES /� :� SEE BELOW PROTRUSION SHALL BE INSTALLED WITH ALL PIPE I `,,,,,,,,■.,,,,, PIPE SUBGRADE, STABILIZATION %�,s �� 1- ! ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° • ° ° ° ° '•yt ry. MATERIAL IF REQUIRED `\ \/�/\\%\�/��y` ° \DISTRICT APPROVED ° TAPE CONTINUES TO 444'‘P.„,••�� � ' COMPACTED BEDDING BUILDING ABOVE `± O4f► t(;1 S TRENCH ZONES MARKING TAPE TO BE \., SERVICE LINE a` 0".4•• j/ • PLACED 24" ABOVE . =d PIPE OR ANY 10 GAUGE INSULATED = 7 PROTRUSION COPPER TRACE WIRE - •-+// : +; �,�/, � r TRENCH BACKFILL , : �/ TAP ABOVE SPRING LINE ,' A \ /\\ 10 GAUGE «, E ++ _ /\/�' INSULATED COPPER COMPACTED BEDDING �\/� / / OF WATER MAIN +'+9.0::.•.= O.':O \ TRACER WIRE TO BEMATERIAL. WRAPPED SJ �'. ( "::: = .O`5�:.': //\� (10-2 O'CLOCK POSITION) �Gu_iu- 4: RUN CONTINUOUSLY •'. WITH FILTER FABRIC O./\j ° CONCRETE BLOCK BLIND TO METER WITHIN IN AREAS WHERE \�/\�� ":; /� BEARING ON UNDISTURBED SOIL FLANGED STRUCTURE FROM GROUND WATER IS /\�/ p.p ✓/\ /- ° ° :.'' a \ � I CAP MAIN LINE TRACER PRESENT, /\\\ ::- > p) '' \\ ° ° //\//\//\�//\//\//\//\//\ WIRE MIRAFI 140N OR �/ / .\ \\. \ \ \ \ \ \ \ \\\\\\ APPROVED EQUAL \�` ...:n. BEDDING ' i . ••.' / '//.//.//.//.///////.�//////////////// / / \/\/\/X/\/ 02 PERMIT REVISIONS 2017-08-25 <, �< O.:p \//\ ZONE /\//\//\//\//\\//\//\//\///\�/\//\//\//\//\/\/\ \ \/\//\//\//\//\//\/ /\ ,/ ,/\ \ \�\,�\,�\,�\,�\,�\,�\,�\,�\, // ELEVATION \�\�\� / /\� / / / /\/\/\/ / / / / PROJECT NO.: 83200 UNDISTURBED - \ GENERAL NOTES SOIL �` 1/\ / .' \\ p pp \\\\ 1. CURB STOP TO BE LOCATED AT THE PROPERTY LINE OR AT THE EDGE OF EASEMENT-WHICHEVER IS CLOSER TO THE MAIN. ` \\j/>•//\/�\/j/\//\�/�//����\�//\�//��j N ( 2. SERVICE LINE CORP. STOP TO BE TAPPED AT SPRING LINE OF WATER MAIN. PLAN-UTILITY 3. CURB STOP AND RISER ARE TO BE INSTALLED PLUMB AND LEVEL, AND VALVE SHAFT EXTENSION SHALL BE INCLUDED AND CENTERED. ti PIPE SUB-GRADE / 6 / / 6" 1/4 OUTSIDE DIAMETER MIN. MIN. 6" MIN. 4. VALVE SHAFT SHALL BE EXTENDED TO WITHIN 18" OF FINISH GRADE OR LID OF VALVE BOX WHICHEVER IS HIGHER. N.T.S. PIPE BEDDING ZONE N.T.S. SEWER AND WATER PIPE BEDDING WATER SERVICE LINE C /.0 ■