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HomeMy WebLinkAboutFile Documents.124 W Hallam St.0025.2017 (44).ARBK Markup Summary B. V-001.00 SITE SURVEY.pdf(4) II Page: 1 eoaM"c sw°tM"' E""°Pul"`°MM Author:jackd Surveyor's certificate must state FP ��19.PEKE IS EdeE wm to m File Name: B.V-001.00 SITE SURVEY.pdf that the error of closure is less than 1/15,000. la P.E.URED SOUP.NOT.TOTAL IS11,994 50 F. Surveyor,certificate must state that the SURVEYORS CEMFICATE error or closure isless than 1/15,000. ern' Surveyor OFS,AIBED PARCEL AND MINWM..UNDERGROUND COMMDAFNUOP TITLE UTBF HEW.ILITIES, amLENO°b I _. Page: 1 Survey must be performed or Author:jackd verified within the last 12 File Name: B.V-001.00 SITE SURVEY.pdf months. - •4. Surveyor GAF_.___......__..........._._... Page: ,,m TE Author:jackd 1 Survey must be signed and SAVORS CSINICFile Name: B. V-001.00 SITE SURVEY.pdf stamped. • �7.d�m Surveyor [MIME.AMOINRSCEPTIMATE Page: 1 Author:jackd Include the Vicinity in the Vicinity File Name: B. V-001.00 SITE SURVEY.pdf map. l' Surveyor DRAINAGE REPORT.2017.03.08.pdf(3) v Page: 10 = F_: ® Author:jackd Include some discussion of ~ti~ Am PQ File Name: DRAINAGE REPORT.2017.03.08.pdf drywell PVC Liner. 6.0 Proposed Facilities 6.1 Proposed Structures A single drywe mg utilized to meets Include some will east via roof drains that will tl discussion of era downspouts will be inlets to capture PVC Liner. wide trench drain piped to an oilMand sop: Section 6.1 of the report has been collected by slot drains.Everything will b contained in section 5,of this report.The 42.The drywell structure has a diameter r updated with some description of the depth of 14.5 feet.The soil on the site was 20 mpi as stated in the Mentechnlnal Repo drywell were performed using this percale PVC line to be used. a.lt City of Aspen Received 06/23/17 Building Department Chet a°w elredPan°aa dimpa a aa,f�cell� Page: 10 Show drain time calculations and ndedrywelt.Malyeisnf ecnnv ancea Author:jackd I was sized Por the total detention calwlated iv section File Name: DRAINAGE REPORT.2017.03.08.pdf summary for the drywell. �nea ro nard P�ntaenn tam ne3 meneb ea nnw n. .( dadona tm n...J .wsc.n.nry soa dod.dn 010 Section 6.1 of the report now includes a Show drain time drain time calculation for the drywell. Iculations and mary for the drywell Page: 11 Author:jackd Include Sand Oil separator and Drywel, File Name: DRAINAGE REPORT.2017.03.08.pdf Green Roof in Operations and Maintenance section. .Q© fnizgazr Section 7.0 Operations and Maintenance of the report has been updated with infomation on the green roof drz and snd/oil interceptor. Additional information has °rF u =gym °es, also been added to the appendix. E. CIVIL DRAWINGS.2017.03.08.pdf(8) Page: 3 Provide Excavation Stabilization Author:jackd plans. r/. File Name: E. CIVIL DRAWINGS.2017.03.08.pdf 111111, Provide Excavation An excavation stabilization plan MEM Stabilization plans. ••••jj has been provided with the •...,. "'' comment response package. ..dd; ■ I, Page:4 Author:jackd Will the carriage shed and File Name: E. CIVIL DRAWINGS.2017.03.08.pdf concrete pad be remaining in this area? These structures are off of the 124 W. Hallam property and will 411111 remain. raAS; Page: 5 Make a note how SB5 will be Author:jackd PIPE-11,5 / File Name: E. CIVIL DRAWINGS.2017.03.08.pdf connected to the drywell. 5 3.3013-35 vra Makeanole how SBS ,�D The rim of the drywell has been the drywell.beconnected to lowered so flow discharging from the the front porch downspout will drain to the low point where the grated drywell lid will collect the surface drainage. City of Aspen Received 06/23/17 Building Department Page: 8 Author:jackd Show the distance from building NEW w"TER EON °NN""EM`°°" foundation to drywell. File Name: E. CIVIL DRAWINGS.2017.03.08.pdf A dimension has been added �F here. vF s eo. aft Nip Page: 10 lF ENTER MICRO PILE Label PVC Liner separation from ., E°„° Author:jackd drywell. File Name: E. CIVIL DRAWINGS.2017.03.08.pdf t°nE FxOa/'. 1•111111I A dimension has been added here. Page: 10 Author:jackd Submit variance request for s�s;,�p�E„:r//°" File Name: E. CIVIL DRAWINGS.2017.03.08.pdf drywells proximity to the property line and foundation. —�1_: A variance request has been ® � included in the comment response package. �I. ..,; •"dr;; . ell aN Page: 11 Drain entire west walkway to the Author:jackd "Es'w°`TwF VE°`sE"'°" File Name: E. CIVIL DRAWINGS.2017.03.08.pdf trench drain. Do not have a section of the walkway draining E"^ PROPOSED across the property line as e A variance request has been shown. line asshown included in the comment IPERT8° STRUCTURE E� 7890 response package. Page: 14 „OF PERFORARETETE° Author:jackd Make sure the entire PVC liner o � •• l File Name: E. CIVIL DRAWINGS.2017.03.08.pdf complies with this drywell detail. 6'°/A. /..5'/N/N/ On the drywell cross-section the separation Make sure the entire with this drywell it�im°"e3 from the drywell to the PVC liner has been detau dimensioned (1.5'). This dimension matches ACD TRENCH DRAIN WIT, the 1.5' in the drywell detail. City of Aspen Received 06/23/17 Building Department