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HomeMy WebLinkAboutB17-0340_C203_1507837260.pdf 1 2 3 4 5 6F ' 4 SITE HORIZONTAL CONTROL NOTES: 4 Is ib Li) 1. ALL DIMENSIONS, CURVE DATA AND LINE DATA ARE AT ji�� FLOWLINE UNLESS OTHERWISE NOTED. 10/12/17 2. REFER TO PAVING SECTIONS THIS SHEET. 3. CONTRACTOR TO SUBMIT JOINT PATTERN FOR CONCRETE PAVEMENT, PRIOR TO CONSTRUCTION, FOR APPROVAL. SEE JOINT DETAILS IN PLANS. 4. REFER SIDEWALK TOHAND CAP CRAMPARLAYOUTT ANDD TAILSNS OR AND FIFOR Mal . LANDSCAPING REQUIREMENTS. UI I E 5. THESE PLANS ARE BASED UPON THE ARCHITECTURAL E 111111111111 BUILDING PLANS PREPARED BY DAVIS PARTNERSHIP, DATED 2017.04.26 AS PROVIDED DIGITALLY. ANY SUBSEQUENT MEMO - REVISIONS TO BUILDING PLANS ARE NOT REFLECTED IN THIS PLAN SET. CONTRACTOR TO VERIFY AND COORDINATE DOOR LOCATIONS WITH ARCHITECTURAL PLANS PRIOR TO ■ 1111 ■ ■■ CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY. 6. REFER TO ELECTRICAL PLANS FOR SITE LIGHTING POLE LOCATIONS. COORDINATE ANY DISCREPANCIES WITH DAVIS ENGINEER PRIOR TO INSTALLATION OF POLE BASES. PARTNERSHIP ARCH ITECTS 2901 Blake Street, Suite 100 Denver Denver, CO 80205 — 303.861.8555 — Consultant— — _ Consultant — — - 2' . 8' SEE PLANS (A) JOB NO.:M14.0440.004 / -______ -_____ Y2(A) ' ' Y2(A) frjr MARTIN/MARTIN — — CONSULTING ENGINEERS FOR DEPTH (B) 0101FAWCETTROAD,SUITE260,AVON,COLORADO81620 _TVIE- ----_--- 1 c_ / - SEE TABLE BELOW 970.926.6007 MARTINMARTIN.COM _ Lr , ---------7. - 'TV _ - — n c d. d \ \ \ — / OQ Q d d O _ \ IIIJJJJ / — _ISS \ _ �� - 1 — - D :=�ar / �4._, © \ � � , _ / D CENTERLINE DEPTH (B) , , r-, - 4 g,i _ PAN WIDTH (A) 2 -0 4 -0 5 -0 8'-0" � „ .0 -G- - - _ _ ••• �` ,tf - _ - - _ �.��� �.� •• �`` `',�+k, - -G_ - �- - TV- - CENTERLINE DEPTH 0'-1 " 0'-2" 0'-2 1/2" 0'-4" 1 / •• — = IP r NOTE: VI o S ‘ ,41-Z. ‘ �•L1111111.:e — 1 . : O:N :E:': s iti% i ����� � `:+ ��� ` XTO BE CENTERED ici°°° /•C)..-1....4. • 32753 �• cr _ Ar ACIP"Apr BUILDING CORNER I° o a ///j - - _ IN PAN. SEE PLANS FOR TOTAL WIDTH. • \ ; JUNE 30, •201 ; - - - N:11472.48 • E:7422.23 a Q Q a •',70 iir — — \ 11C - -E- - _ _G _ _ -� •• i1 LI - - � - 5' CONc\ PAN — - - - - - - -E- - -III E_ CONCRETE PAN -=_ !_ AL, %�I '. _yo � • - - _TV - — — NOT TO SCALEI2 / - c� _ -TV - - M/M 2017 iii/ - ����'i����� ��®��� - - - _ _ TVOriginal Issuance Date ASPHALT REPLACEMENT AREA. FOR / n,����y" ""STORM MH INSTALLATION. RE: STORM I / +�: rauPLAN 310 I ° - ./ - - - PERMIT 06/30/2017 RE-STRIPE PARKING I ✓ a - - :" - iiI EXCAVATE AND FLOWFILL ° - - _ STALLS DISTURBED OVER EXISTING STORM ' ° . °. A ° a 1 NOTES: BY CONSTRUCTION / v LINE PER FLOWFILL ° Revisions Date No. - _ ACTIVITES EXCAVATE AND FLOWFILL �N DETAIL 5' E.W. OF WALL ° . ° 1 . WALL FOOTING ABOVE RE: STRUCTURAL `E- _ OVER EXISTING STORM N ° ° e1: �.�J iii 2. FLOWFILL (CONTROLLED LOW STRENGTH LINE PER FLOWFILL ° ° CENTERLINE • .d a • �E, _ a ° B ° I a •• ° • ° MATERIAL) BACKFILL PER SPECIFICATIONS. DETAIL 5' E.W. OF WALL No• BUILDING CORNER I —� ° ° • ° . a a° 3. EXISTING COMPACTED BACKFILL E - - - CENTERLINE . a N:11447.53 4. MAXIMUM TRENCH WIDTH-PIPE I.D. +3 FEET. EI - a a a E:7455.05// 4 - 4... a . A. .° a • . ° • • �A '— _ 5. EXISTING 18" PVC PIPE / - _ C / - - - — _ Z '. • ° . a C cv 6" CDOT CLASS P PORTLAND ° • ° . 4- d ASPHALT REPLACEMENT AREA. N 12.0' CEMENT CONCRETE ON 12" n 3" HOT-MIX ASPHALT PAVEMENT ON N 6,, CDOT CLASS 6 AGGREGATE BASE o SCARIFIED, MOISTURE-CONDITIONED, AND COMPACTED SUBGRADE — O d • COURSE ON 12" SCARIFIED, I 1 ./ MOISTURE-CONDITIONED, AND COMPACTED SUBGRADE 1 ippr w r IPr I Z.1 Project Information 0 .61O0 J ❑ / / / / / / / / / / / / / / / / / / / / / / IA I-o i iy, y © / / / / / / / / / / / / 8» 12"t / / / / / Z / .p 411 ,rforI / / / / / / / / / / / / / / / / / / / / a A' / / / / / / / / k/ / / / / / / / / / / SS / / / / / / / / / / / / / / / / rx 1- i r7' 1 / / / / / / / / / / / / / / IX � y I / / / / / / / / / / / / w Lo Ico Q / 'F ' / / / / / / / / / / / I— / / / / / ; / / / / / / Z 0 00 N © © w O V ___ ,y 0 B B J J J Q o0 > VQ Z [.Et ® ow o z w is w C�o FLOWFILL DETAIL @ EX. in DRAINAGE PIPE — w NOT TO SCALE w 0 z Q I. z Z V' O ow a `) W z U O .1 (.0 I 0 4C 00 o m U N- o , W Q o• cn I) j n g m ClCL ctLI I- Sheet Information ci Q () A GO LO a A a811 Sheet Title: 0 N 02 ENCLOSURE SITE .V- CN o N R. NOW �vnn� s ecrnw, cnit e � ran� rot orc. _� LAYOUT ....,.._ , di T = CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number: RECONSTRUCTION LEGEND: BEFORE YOU DIG, GRADE OR EXCAVATE FOR o MARKING OF UNDERGROUND MEMBER UTILITIES , ,„ 1 I REMOVE AND REPLACE ASPHALT AND/OR CONCRETE PAVING, MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITYC203 01 � MATCH EX. PAVING SECTIONS. LIMITS MAY BE ADJUSTED BASED LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN 1- ON CONSTRUCTION METHODS. COORDINATE RE-PAVING AREAS PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, o z WITH THE OWNER. 10 5 0 10 20 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 1 SCALE: 1 "=10' MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES o a ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. DPA Project: 15914.00.000 o_ o COPYRIGHT 2016 -DAVIS PARTNERSHIP,P.C. 1 2 3 4 1 5 1 6