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HomeMy WebLinkAboutB17-0340_C322_1507837260.pdf 1 2 3 4 5 6 " OF 1'4/x, lo \ \` / / m / k / / / / y / . • �I ° • a \ I I • • 1 ligin.11135. eC I I ,0„2„7I •, \ 7 aa .71/////r, ; \1 � • °Na _,____7\ \ \ ',11, I I II II l I 17iMPI w \( // // / • / / i 1 / I a - `1 •o . a \I \ 111 III / / / // I 11 • /• • // I. i1w I I I I a s . . a v v I I I I I I a■ / // / / 1 / / . 1 I 1 I l I ° VVMC MEDICAL a a I I I I / / / / / // / / • • / • . . I •• /\ 1► I I I cry -• a PROFESSIONAL LEVEL OVERHANG ° a V ° a V ' I I I I I I I I I I MIEN•• I E / / / / // / i • : . / . I I a BUILDING . / I I I I I E / • ° / i I I i I I MINIM / / 1 r / / / \ u 1 • / / / / I ' , i ' \ I , 8 a°. v a / II I I I II I I 1 r � \ � , \ I / • / / I W 1wI ` °°. a I I I � I I I I I I � 1 1 111 II 1111 1 1 1 / I / : / • / . . / I� I I v . • Q a 1 I I I II I I I / l / l i / / / I I I I a rn I I I I I I I UU ' I / y //. I II I ° CONNECT TO EX. SAN. SERVICE ° A 1 I I I I / cr, / I I I, I 4, LEVEL .3 OVERHANG a a a W I I / / / / // / / • / // • • / I I 1 I :v - 8796. 7J+ CONTRACTOR TO FIELD ° v a a �� I / I I VERIFY INVERT PRIOR v I I I I I \�\ \ ` / / / / // / / - - I I I I : TO CONSTRUCTION hum- .. .a a • v 111 ( 111 I DAVI SI „ c� RE: CDOT UTILITY I / / -EXISTING STAIRS INV.=8158.60 l e• • • . a ° I I I/ / / / / / / PLANS FOR Vii, i - 1 ON GRADE N:11365.52 v v a I I I I I / 1/ice I ADJACENT TO E:7877.67 a v. I I _l / 1/ / ir l / •/ CONTINUATION ='' w EXISTING VENT .a a ■ • II i PARTNERSHIP / 1 // / \ \ // / /• • / ��� 1 FROM PARKING I v STRUCTURE // / % / /`1 n1 I LEVELS BELOW v a 6" PVC 2.71% II: a a• a I� I 1 I •• • ° I v ARCHITECTS • / M ♦ a • 45° BEND LEVEL 2 AND 3 ■III • a ° a • oo \ I I �i / A I /I /. • ;� I �i I\I I I, _ a LEVEL 2 AND CLEANOUT ■ a . • coo I I I I I 2901 Blake Street, Suite 100 41,110-1/ / I I - - a OVERHANG ■ APPROXIMATE 1 \ / \ r H I ♦ I I \1y�.. \ v OVERHANG OUTLINE Q______L ° - 'n I •__----- a a oo ' I Denver Denver, CO 80205 '/' / • \• \ \ �� ` ��� v �,t_ INV.=8158.40 __L v __ i \ EXCAVATION EXTENTS. \ ! "" I v �, '4 ° N•11366.80 a. ---- a-._._. ._._._. I 303.861.8555 /I 0� \ `� 1 �,�._ ij tT6 1 aao �\ a IP a v -v - ----- -------- 1 IIII I /. Vi I -a- RE: NOTE 22 I / / \ •�\ �.. �a 5.. 'm\�� � a E:7870.56 a ° ill co \ \ I I / I \ )< . rk\� I'`� ( 1� „ rv�''���■���� -���� ��i °a \ I \ Consultant I I / I I I I • \ /�.. \ \ / ►�\` �� ' ( ) I 1 ■ ■ ■ ■ ■ ■ 7 a v ■ ■ ° . a I \ \\ \ \ I I I \ JOB NO.:M14.0440.004 / / / SSMH 2 4 DIA. ■ ■ ■ _ _ __ a /� / \, RELOCATED ELECTRIC ANDN N:1 1424.27 w 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I a \ \ 1 I I I�' II / / \ \ \ \ \ \ TELECOM LINES. RE: E:78 X7.91 ��P I 1� ,� ` 6>, PVC 2.71 1 '.111-** \ \ \ \ \ I I I / / EX. SS WR / �\ CDOT UTILITY PLANS 1 / /���i► c��\I 7 --Op- _ - •• I \ \ I I I MARTIN/MARTIN / / I I / y i l •• MH 0060 / • . a� \ \ \ / / I �co°)� o SSMH 4 (4' DIA.) I W 4 \ \ \ \ \ 1 CONSULTING ENGINEERS / // r �' / / . RIM=8 7 73.80 \ \ / I. \ ������ I o N:1 129 9.3 6 I \ \ \ 1 \�� 00 ..:assois a / 0101 FAWCETT ROAD,SUITE 260,AVON,COLORADO 81620 I / / I 1 ,v� / INV..IN(SE)=8767.40 \ •---0,,,, \ \ / I / ,, iii :::�i�/ RELOCATED I / \ GAS LINE r, 5 E:7845.18 I / / * \\ \ I / • / 11 l INV.OUT(S�=8767.40 \ \ \. / I / _ , I / / / / 970 926 6007 MARTINMARTIN.COM 11 ' l N:7 7559.90 \ \ �?� /• 'C))- ABANDONED �. _ ( I I I / I / / l/ E.7866.47 • • _ `� / i ELECTRIC LINE ���/ I 56.27LF 8" FUSED HDPE �� �`� - ` •,, T I 'i,--/ o / // l / / / / / • 1 C �_ - I I t::::L # I- - - - - - - - 58.00LF 8 FUSED HDPE J `o / / / // / 11 �/ G - '9e - / _ _ _ , MIS 00000\ _v ■ /D I /� / / • / / \ / I 30.73LF 8' FUSED HDPE 6" DIP WATER G G - G �\ V �I // i p I / '' /• • �. \ ����� �..; I/ : SERVICE G G / „�. t I Iimin_m_m_m_m_m_sumum_a_l / G - 23.58LF 8 FUSED HDPE ISS T / I / . / oo / I / `ir1Ilra -/ Ammot /1 / A�I wounumiii( • • 14.41 LF 8 FUSED HDPE ��� / \ I ■-■-SFE■-■-EE■-■-■-EE■-■ su .IIF■-■- ■-■ -- - - -/ <ILL1/ . 4i° 5- - - :- -ss- - - - - -ss- - - ss -.- - - -SST . - - - - S - - - ��� �" / 1 ,• / - _ - - _ 8155' II^ / / • • / _ / / // �/`��• . / i / j MPB SANITARY SEWER- _ _ =� , \ `� ,,,,c p REG/ i / / I <v / _ _ _ _ / SERVICE CONNECTION 2%T c. E - '� - -3E� 8153_ i 1:A ��i0 RK �ST�/ y / •/ • / • / I // '� / / �/ i►G / _ _ __ - �/ INV.=8157.08 •_ �� �\\ ,�t��:�P ��;.'p�\�\ / \ / / • 770.89LF 8� / r ll�►' l ��V ��1�. N:11356.420 Q �'ammemme ;,' 32753 �;�E:7855.56CONNECTION TO EX MH.�/- / \ • f .' / \ I/ / I / / ` \ P� ��` \ ',`� ��ii `�l, , v , r ; JUNE 30, 2017- / PVC @ 7.22 _ / \ i/ I / I / ■ ' '1�. �� -ti►/ -� ( ) N:11272.89T- �1 l- / VERIFY IN FIELD % l ■ 1 % �� ,i a SSMH 5 4 DIA. ��/ / �. E:7826.72 •- i t / M7. ' II/ / �1- I - N:11296.05i / ; �M� \ / \ / /y ►�'' a �� / \ X11\ E:7831 .15 I EX. SSWR MHz = ��lVAL ����/ • / • / _� _ / SSMH 1 (4 DIA.) `\I - _ _ - ►. 12.69LF 8 FUSED HDPE ���/ • i ABANDONED APPROXIMATE LOCATION AND INVERTSJ/ / \M\ - - _ / _ _ _ _ _ M - - - -�� RE: COOT UTILITY / N E:850.06 4/ I , SSMH 3 (4' DIA.) R/M=8753.54/ • • �' PLANS FOR i \ \ / / i ELECTRIC VAULT _�/ / „ _ / APPROXIMATE EXCAVATIONN:11368.90 /NV.IN(N)=8748.65• CONTINUATION - - -<= _ E:7857.83INV.OUTS =8748.45 EXTENTS SEE NOTE RE:/ /. / N:7 7272.89 // / // / // �/ /�a / I NOTE 22 �� E.7826.72 Original Issuance Date I ( I PERMIT 06/30/2017 Revisions Date No. 8185 RELOCATED SANITARY MAIN I 35.07' -{ I I 8185 rn 1 000 oo C Q 06_ ^ o C o � II 09 co g toIn rn oM _ 1. ^ ^ Lo u� 8180 --4- 6 w °° rnIIcoon o - co 8180 PROPERTY LINE �i r, II ao ,_ _ 1 = II � p z N ,-.4_,,,_v � --4- � rrt^ 00 -SLAB TOP MAY BE chi► > > = IIII zz N w v rro co Ir, REUSED IN THE FINAL cri � � � � > ii � � N U - CONDITION AT THE 8175 - - - - - N N �` Z Z FUTURE GRADE co Q > > ^ ,ri N. N "- LO `r CONTRACTORS OPTION Ai ,• r7 8175 - - - RIM ELEV=8172.44 `n `n " - - g co _ In II ao ao - SCALES: '10' INTERIM CONDITION o II co , 3 QRZ. 1 =10'01 ••cy) IX Ln + wI w I - RELOCATED -RIM ELEV=8170.28 + .�^ I II ' _1 VERT. 1 "=5' I GAS LINE- � INTERIM CONDITION RIM ELEV=8166.87 = II. cn > Z L� 8170 STA.=3+25.52 L - o - z z z 8170 0 ELEV=81 66.48 - - - - INTERIM CONDITION � � 1 o Project Information cLN ABANDONED z o Q ELECTRIC LINE EXISTING GRADE o o FUTURE z STA.=3+28.30 -� ~ "' GRADE v 8165 _ t � _ _ 8165 ELEV=8166.50 r�i r ixz o co - 0 - _ RIM ELEV=8163.12 EX. GRADE J�� �I �I �I z1. ter;!! °I° II - -INTERIM CONDITION_ k I �o f (-)( 8 ‘---/_ '-''Z AL - INTERIM - � � et � � � LL o __alai!'" o� ti 8160 770.SOLF_l 00 wd j > j (xi GRADE Luo II - � 8160 W LU cn PV g 7.?2,y+ CO ui Niffil= W R ? VERIFY IN ;/Fl _ J j c0 56.27LF N8" o N - 1 .74 FUSED HDPE © 2.44% 4 INTERIM CONDITION LU Q APPROXIMATE I RIM ELEV=8156.28 z INV.IN.=8160.05E 30.73LF 8 .69LF N 8" Z Z U Q CONTRACTOR TO FIELD VERIFY FUSED HDPE © 2.44% MAINTAIN 1 .5 - HDPE ® 2,0Ogo 58.00LF N - V j 8155 AND NOTIFY ENGINEER OF CLEAR MIN. FUSED I IDPE CP 2.00 -�� ` _ 8155 o B DISCREPANCIES - PROVIDE 4" i SLAB TOP B J J J U ENCASE WITH PR. 6" DIP WATER RIGID FOAM 0 �� ��- Q c� FLOWFILL 10' E.W. STA.=3+27.19 SEE NOTE 10 SHEET 320. INSULATION �'` / \ Q z OF SANITARY ELEV=8157.61 MANHOLE CONNECTION SHALL CROSSING. 6" COMPLY WITH MANUFACTURES 14.41 LF N 8" 8150 PROVIDE 4" 8150 Z FUSED HDPE ® 15.54 - 0 W o Q MIN. DEPTH OVER RECOMMENDATIONS (TYP.) RIGID FOAM z TOP OF PIPE. L INSULATION PROVIDE INSULATIONAT23.58LF N 8" - --1� W a � - FUSED HDPE © 19.09% z MANHOLE, LID, AND RIM. 8145 18145 W / 4+00 3-50 3+00 2+50 2+00 1 +50 W z to P H •71- I. rwLuJ=U co CQ N- p , G Lu o Q 4 to cn g g w w Sheet Information o m JIm' ` t A A Sheet Title: - COLO RADO811 SANITARY SEWER C ID Cr o0 KNOW WHAT 'S tsttow en1I RI1ORtI IOU 01 . . -' p N 111 / MAIN PLAN AND O 0CALL 811 2-BUSINESS DAYS IN ADVANCE PROFILE - ± BEFORE YOU DIG, GRADE OR EXCAVATE FOR14-. C. MARKING OF UNDERGROUND MEMBER UTILITIES Sheet Number: - z U MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY _C Q LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN 1" I•� C322 ,_ o PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, 10 5 0 10 20 cl' -1 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SCA1 U.S. SURVEY FEET =10' p z ALL DIMENSIONS SHOWN ARE PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. o 121 DPA Project: 15914.00.000 COPYRIGHT 2016 -DAVIS PARTNERSHIP,P.C. cL 1 2 3 4 1 5 6