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HomeMy WebLinkAboutFile Documents.211 W Hopkins Ave.0078-2021-BRES (5) STORAGE STRUCTURES I / CF 4x4 cribbing; �, - CL of cribbing will be aA� ogsm�wit be t under — _ 6'from end walls slLl ri\ r LJ Li__ f - s2.00 cO 8; x31 © II .����������� _ - - - imilini Li _ �� i :"x31' li EXISTING CABIN "x 11P2 SF I -8x8x31 u �'d 1 1111 7/8 BC!90 2.001'-4"OC '' J — Temp framing for addition that will be T SHEATHING 32'beams will be a void during relo. foo'-o' ' under 31'beams —. 1 s.00 C . . F= �, l CO / co ( j • IIII I� �( X T/WALL UNO o x �-� G T-11 1/4lUN0 0 J — [ ' M , —" ':.. �� .. - T 8x8x31 ���- ® -11 1 j 99'-111/4" ] -,----- 1 III II 1 ' pocket;no Beam 77 smaller than t. � C 12X12 9 1/2 BC!6000 L8®1'-4 OC STAIRS Y 9Q _r--r 8x8x31 \ T Al, s'xs"x 1' III II � � IIdll Beams will.-under logs to supp.rt log./ I NON-HISTORICAL4i) HISTORICAL o SIM° 99-111/4 UNO CABIN •GC will disconnect utilities prior to cabin relocation •GC will remove all IFFR items and appliances prior to cabin relocation •Install temporary framing at voided common wall at historical and non-historical wall •Install plywood over windows to support and protect during cabin move •Beams will be placed on each side of doorways to support openings during move •Cut in 12x12 beam pockets for structural support members •Install (4) 8"x8"x31' steel beams to be ran north-south under cabin •Install (2) 8'x8"x32' steel beams to be ran east-west under cabin •Cut logs from existing floor system •Jack up cabin with air bags, mechanical, and hydraulic jacks •Cabin will be lifted off existing floor system and moved off existing floor system •Cabin will be moved (1st move) via rollers and skid steer to temporary location —see civil drawing •Once cabin has been relocated to temporary location, we will secure (while on existing beams) onto 4'x4' cribbing. Gravity will secure cabin onto cribbing. RECEIVED •Cabin will have a 6' high, secured, chain link fence around cabin •Once new foundation and floor system are complete, cabin will be 09/13/2021 moved (2nd move) back onto new foundation via rollers and skid steer. ASPEN BUILDING DEPARTMENT GRAPHIC SCALE rio 10 0 5 10 ZO 40 ,S5rz h _ II 1111 (IN FEET) 1 inch= 10 tt rowland+broughton architecture/urban design/interior design 500 w.main st. 1830 blake st. aspen,co 81611 denver,co 80202 970.544.9006 303.308.1373 Consultants: Ovk GO U^'T NSTALL CORPORATE STOP AND CONNECT WATER SERVICE TO MAIN LINE. ,' rV/L CONTRACTOR TO VERIFY LOCATION OF EXISTING MAIN. "61 SF ASPHALT T-PATC ' H C/E ROTO MILL AND OVERLAY ACCORDING TO 1A' CDOT SPECIF1CATIONS AND CITY OF ASPEN CONSTRUCTION AND EXCAVATION STANDARDS. ``` - VYFC'�T c,O/� �C�NEERv�� V I `7 ~��N SERVICEABANDONACCOR ING EXISTING WTO�CITY OF R CASPEE N WATER AT ODISTRIBUTIONRPORATION S STANDARDS.O P AND UG \ \ / S'R,OW A 1�/�� CONTRACTOR TO VERIFY LOCATION AND SIZE OF EXISTING WATER SERVICE. LEGEND HIGH COUNTRY ENGINEERING,INC. \ 1\/ Y` 1I. 1517 BLAKE AVENUE,STE 101, EPLACE EXISTING SIDEWALK,CURB GLENWOOD SPRINGS,CO 81601 HOT TAP PROPOSED 1.5"TYPE K COPPER 5 AND GUTTER DISTURBED FROM EXISTING PROPOSED PHONE(970)948676-FAX(970)945.2555 RESIDENCE WATER SERVICE PIPE ATA DEPTH OF 7' ^°- \ W W WATER SERVICE INSTALLATION W .HCENG.CGM ` MIN.AND 10'MAX.LINE SIZE SHALL ACCOMMODATE . • ° a �° I SANITARY CLEAN-OUT DOMESTIC AND FIRE FLOW REQUIREMENTS. �a . 3 "\ i HOT TAP PROPOSED 1'TYPE K COPPER G GAS METER CABINAEPTH DOMESTIC WATER 10'MAX.PIPE E ELEC. TRANSFORMER �° , ATA DEPTH OFT MIN.AND 10'MA Issuances and Revisions: INSTALL 1"CURB STOP AND VALVE BOX 3 \ i EXS,TI O TELEPHONE PEDESTAL 2021.05.07 CONSTRUCTION-PERMIT INSTALL 1.5"CURB STOP AND VALVE BOX / J n n z , NGC(/RB 20210524 REVISION#1 w_;_. \ a ° n �cu\R BOUNDARY 2021.06.21 REVISION#2 v EXI •\ a , 1 ADJOINER EASEMENT 2021.08.12 REVISION#3 PROPOSED 4'0 DRYWELL e �.e ST/NG EW _ �'•_ USE AIR SPADING AND HAND DIGGING FOR ALL `y i•s ��� Sr0 q1K.°. . STRUCTURE r///////////////////,I EXCAVATION WITHIN DRIPLINES OF TREES,DO NOT PRUNE ANY ROOTS LARGER THAN 1.5". 11�" ® ASPHALT CITY FORESTER SHALL BE PRESENT DURING 23'2' -`-. TRENCH EXCAVATION AND PIPE INSTALLATION. A� , '� GRAVEL TIE FOUNDATION DRAIN TO INTERNAL SUMP PIT / t�®: .. CONCRETE '_ :. 1 ). ,. ,,;..,I �'� f' �� '��� (� BOULDER WALL I I I I I I I I I I I I I,I i (DESIGNED BY OTHERS)8 DAYLIGHT PUMP - .. 5 DISCHARGE PIPE ONSITE AWAY FROM BUILDING f \ it 28,0 SHOULDER PROPOSED CHIMNEY ' ^' �`� FLOWLINE - > > PROPOSED i. \ 1i' \� STORM UTILITY METERS J/� ,^` 1 \ N 7944'S9'w `. j-' ������ �.. \ \ 458.57 ., WATER MAIN w w W `" COAGPS6 WATER SERVICE WS ':, ® SEWER MAIN S y PROPOSED CABIN SEWER SERVICE �'/ 'I FROM INTERNAL SEWAGE EJECTOR. �, SEWER SERVICE SS SS SS SS USE AIR SPADING AND HAND DIGGING FOR ALL ELECTRIC E EXCAVATION WITHIN DRIPLINES OF TREES,DO NOT USE AIR SPADING AND HAND DIGGING FOR ALL •a." "' E.�t,55./ . PRUNE ANY ROOTS LARGER THAN 1.5".CITY FORESTER CATV C EXCAVATION WITHIN DRIPLINES OF TREES,DO _ ,r/' NG CINOT TY PRUNE ANSHALL EPRESENTDURING iii/Ii , AABODN 4 / I SHALL L INSTALL TION. TRENCH EXCAVATION ANDTELEPHONE T SIDEWALK INSTALLATION. GAS c c G ,��, OTHERWISEBYCITYFORESTER)WITHIN TINES RASH ENCLOSURES1, O 0•r-® - SD• Z N 31. cro 4_, ....w..,.. .....m fA ® 'PROPOSED INLET(TYP.) � - •, �` _ �dsIt, 3 FOR CITY OF ASPEN ,fig '� �` " "� . VP,\�� • 6'secure,chain link to fence around cabin WINDOW WELL DRAIN SHALL BE ° 9', /` iALL BE PIPED TO SUMP PUMP SEPARATE •(+. F . at temp location =PARADE UTILITY NOTES FROM FOUNDATION DRAIN PIPE '�7/, FROM FOUNUAI ION DRAIN PIPE �w!/L/•® /, • 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE CITY OF ASPEN WATER DEPARTMENT PROPOSED RESIDENCE ELECTRIC SPECIFICATIONS OR AWWA STANDARDS AND SPECIFICATIONS, LATEST REVISIONS, IF NO SPECIFICATION EXISTS IN 4// , THE CITY CODE. ALL WORK SHALL BE INSPECTED AND APPROVED BY PERSONNEL OF THE CITY OF ASPEN WATER •. " SEE SHEET C.6.001 FOR DEPARTMENT. PROPOSED CABIN GAS,ELECTRIC, ,I /,�/� UTILITY TRENCH DETAIL TELEPHONE AND CABLE SERVICES NI 4 Te PROPOSED INLET TYP. '� ( ) 2. THE EXISTING SERVICE LINE SHALL BE ABANDONED AT THE MAIN WATER LINE PER THE CITY OF ASPEN WATER PROPOSED TRANSFORME' / thl • mp /OCg/'on°t cab' �� ELECTRIC METER DEPARTMENT STANDARDS. A NEW CORPORATION STOP AND 2" TYPE K COPPER WATER SERVICE LINE WITH CURB STOP WILL BE INSTALLED TO THE PROPOSED BUILDING. A NEW CORPORATION STOP AND 1" TYPE K COPPER 0 1 s/s t in. WATER SERVICE LINE WITH STOP WILL BE INSTALLED TO THE EXISTING CABIN TO BE REMODELED. SEWER MANHOLE IN 2ND STREET e , \ abatH'1//st best toc TIE FOUNDATION DRAIN TO INTERNAL SUMP PIT �WV.OUT=7891.70M(PER 789891 /` funsstOF55°wlDw suen (DESIGNED BY ARGE PIETONSTE DAYLIGHT AWAY ROM BUILDING 3. THERE SHALL BE A MINIMUM COVER OF 7.0 FEET OVER WATER SERVICE LINE. _ •I/��� datiOttH' 4. THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITY COMPANIES OF ALL EXISTING UNDERGROUND AND PROPOSED ELECTRIC,CABLE„ / AND TELEPHONE ONES /® , �j; "ROPOSED ELECTRIC,CABLE PROPOSED UTILITIES PRIOR TO PROCEEDING WITH THE EXCAVATION. ALL WORK PERFORMED IN THE AREA OF THE �S \��.►1�� YP' r��% P,�`� r/ AND TELEPHONE LINES PUBLIC UTILITIES SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. PAN ABODE V J . �b��i .11 5. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE SOILS REPORTS AND s - - G PROPOSED GAS COMPACTION TEST RESULTS SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO PROBATIONARY \i is : s �g ^ METER ACCEPTANCE. / 0 60.00 °R/-'s p. f TRASH ENCLOSURES 211 W.HOPKINS AVENUE / s6. SERVICE LINE CONNECTIONS WILL BE MADE WITH PIPE SADDLES AND CORPORATION STOPS PER THE pROp ` REQUIREMENTS OF THE WATER DEPARTMENT. ASPEN,COLORADO 81611 s OR/VEWAYO GAVE( •, •� 5j AT EXISTING SED CABLE AND PHONE \ qr�EY s O SNRO W let (y 4F 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONFORMING TO ALL REQUIRED PERMITS FOR UTILITY C ` �1 CONSTRUCTION WITHIN THE EXISTING ROADWAYS- ic INSTALL PROPOSED GAS SERVICE G 20' �-• PROJECT NO: G R\ S� s\ 8. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER MAIN IN HOPKINS AVENUE 2211011.00 G s SEWER MANHOLE IN 1ST STREET CAP AND ABANDON 9. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING OR NEW WATERLINE VALVES EXCEPT IN THE CASE OF AN EXISTING GAS SERVICE RIM(PER 7897.16 EMERGENCY. CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS IN ADVANCE OF ANY VALVE INV.IN=]886.5586.55 OPERATION REQUIRED TO COMPLETE THE WORK. SHEET TITLE © 10. SEPARATION BETWEEN THE SANITARY SEWER MAIN AND WATER MAINS SHALL BE MAINTAINED AT SITE AND MASTER PROPOSED HOUSE SEWER SERVICE 10-FEET EXCEPT AT SPECIFIED CROSSINGS.INTERPOLATED INVERT=7888.31' UTILITY PLAN CAP AND ABANDON EXISTING SEWER SERVICE PER 11. ELECTRIC AND GAS SERVICES SHALL MAINTAIN A MINIMUM 30" OF SEPARATION. ASPEN CONSOUDATED SANITATION DISTRICT PERACSD:INTERPOLATED INVERT=7888.28' 12. ALL UNDERGROUND SERVICES AND DRAINAGE PIPES SHALL BE SURVEY ASBUILT. INFILTRATION BEDS AND BASE SCALE:1"=10' INSTALL PROPOSED GAS SERVICE COURSE RESERVOIRS SHALL ALSO BE SURVEY ASBUILT. titi PROPOSED CABIN SEWER SERVICE a 1 \^VQ .� INTERPOLATED INVERT=7888.22' 1. ^/mil• r>KrecrvF ,t b�V