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HomeMy WebLinkAboutFile Documents.1010 E Hopkins Ave.0070-2021-BCHO (4) �' // FLOW ARROW LEGEND \ I 1 I — '8eo-_ \ I / I _ Preliminary Civil sheets were included in the submittal which include new piping and drywell.These sheets were in the submittal for demonstration purposes but will not be included as a part of 0070-2021-BCHO.The Existing Concentrated Flow I I / \ project will submit a future change order with a full stamped civil plan and report.Hailey spoke with Jerry \ 1 / / —-3880— __— Thomas with Steeplechase about this plan,and It Is laid out In the letter from Monique Agnew.For now the 1 1 N / J project will move forward with shoring and waterproofing. y 1 1 Existing Sheet Flow I I q Y // U,'or"— -HG 3/18/22 I -y 9. B° ® Existing Utility Pipe Flow Direction \ 1 I 11 `/ c g9 o y Proposed Concentrated Flow \ I I I io \ I I I / �A' �/ �o I 1 I Proposed Sheet Flow '4- / �°' % a° - -1 4 ► Proposed Utility Pipe Flow Direction \ \\ \V 1 I / //--_� AN A v ,r--7040- l V `''9e°, I//ice i I Or l °I 1 •793790 — _ i w 40 1 AV II / I� 9p0 �� <J r � I �, �v w vv vvvv v�v v vV A „AI STIF�7}YIINLAINA1�c 11 // .: 40. \ I / //\ \ \ ,, - ' �: o I I // iv. „ q°zp V A A A 1 I I 11 / �I •it. AO' \ o // / / o pO i \ m 1� �► Ao. iVh. \ \ I k �� Aob A p/ / •793829 r v m I V A I 1 I 1 1/ v �' �� / t°''— 1 > o \ I III 1 / r/ / �_ �f -I./ / w 9 v.: �, yo o A 1 I Ill / / o � yy � l / v / V I I I 1 Y /// / �,� �:_. Ir/ / o A\ I II 938.19 �/ \ I / i/ / l 4 ) i :.) o Av v N ���I V A ELEC l// // ///i�1 l ,��ill .yi%gin �i �r ;��s3' 1 . 94v \\\\\ a METERS I // r� /� A N ::::- �59ao 1 v\ \ 1 , •1 „..--' ., Nv,, ar: liy .4ik' \ o II`�� jl� :�o // , / / r / I 1\ \ �1 I / NP f � i 3sao\\l 1 a uac� �r— •i� V,0, / / / // 3720 ��� ti ry oO o / �f ill 9 / / //I o % �T / ' a ti a 0 / / / / / / / / / 1 L A m ti / j / I / Ila��'--'`r VA QV/ / / 1 - A / / / / / / e' i o V I I 1 / / ' ,.� !i �j '� p V l 1 1 lI 1 7 '- " �� a� o /a o` f : 1 1! \ 1 // / It �✓ A \vv ////e1./II 1 I I/ \ I / a° �a° / / %rv! A ,\ Hp /11 I I n936 V A 1 / / / lr '4 / \ / v \ --IIII I II// / I_d7935,6/I / / / / // / I/l Ro.eb /I II, ,,\\ / ) I / / \ �\ 0 1 1/ I/ /' °6p k\\\ 4 ��A vpv�wy. v� EXISTING HOUSEy. vv yi 11r// /// ca I0�OI e / I \\ \ \ /I / /' / \ N 40.80 -\_\ \\ l 1 / 'I I \ �`1 \ 4 • / / -_--/ _, v v / / / / / A / v f I I / / • - \ / I / ( / / / I / maw.= 1 / / ) / " V A h / / /l / / l ---- —4/.60 .4,.t ,> III �� �1 / 1 ---_a ea -�p- t i ��11..• v, / 11 I/ / c r CAI `s����°•, --. / /l / / l / l/ / l / ' / • / \ � I'" / / / / / \ 167�>O N //(' / / / 1 I l 1 / I 1 1 vv 41 li '"1' tilet. „, -----j j444 -1 ft.'----7 -----........ .4:„::4111),•OLrfell.....,-1;**-4.0.41:41711; Illilbit---.4.1.14‘;'-=. -/-**''''W...Q, \--'-'''':--- N I I 1 I 1 II 1 I • I.oir iii__;',41.04•0_11_. _, , •Szk‘ 107 -- l--,_- 91,',------'----•-•-=---,.--,- / / . --_ ` 44,4411 'I � I�, '',14",841 o ,1,41, _ _44%* , I \ di �i \ % /____:-- /6/9/\\ ,ii -�- VA!��4. ' gi J'•• C I /1 1 \/ i ,i/ 744,:--,- \" 1"-7,'`,/-/ _--- ,' /.1,I-i--' , 0"• Project Benchmark SCALE PROJECT PHASE:Preliminary DATE ISSUED:O2.AUG.2O21 4 4, T000 (FEET) NO. DATE REVISION BY ¢ � RIVER CITY �i MONIQUE AGNEW /�/� 5 10 4� C O N S U L T A N T S UNCC ©_ ......1215 Pkkin Avenue,Unit 201 Phone:970.241.4722 IR.owwnolsbelow NORTHING: - 1 HORIZONTAL ' .V. cmneJanatlon,coB1591 www.raaweaLaom Faz:970.241.8841 1010 East Hyman Avenue 800.922.1987 US Sboomywaa FASTING: �v DRAWN BY: KTB PROJECT: 2008 001 ,�I t/tl}}}p�t�p -) RECEIVED CALL 2 BUSINESS DAYS IN ADVANCE BEFORE VERTICAL:N/A Grading P�aYIlLILS�` � YOU DIG,GRADE,OR EXCAVATE FOR THE ELEVATION:- CHECKED BY: DG J MARKING OF UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:CO83-CF Zone (NAD83) CONTOUR INTERVAL:1/2 FT S:\PROJECTS\2008 Monique Agnew Architecture\001 1010 Hyman\Design\DWG\05-Sheet\2008-001 Grading.dwg[EX grading]10/15/2021 5:32:54 PM • ORIGINAL SHEET SIZE: 22 x 34 Existing Con QI t O 02/22/2022 J 1D��U�2 Q21 PORMILZ tiPUNICP i=mP ASPEN BUILDING DEPARTMENT \ 1 I /�� /I � s REMOVE EXISTING TREE so-__ u�[�.. saa_ A 48' DIA DRYWELL , �_ ��'`� These plans are preliminary and not fully developed.Permitting Is not approved for the drywall and stormwater drainage PROPOSED W LKWAY components — Imo[,{ - _ Il�`� HARDSCAPE i�"E--"'''----,--___".----.--1.--.,,..---...,.. I 1 / �/ 0 _ (FOUNDATION DRAIN ��—Ct.[i, =_--_ �P�Q.® I I I o I/ / 38.92t -' & WINDOW WELLS) 1/ \ \ 1 I 1Y // 38.88' fir%_ 392o n o� �- 0/4w/ er�xm v!® I % v.96 ss,ao SEE INSET B 4i 56 —� t/ ��N. ������ D THIS SHEET I tit t.. —4010, \\ \I LIMIT OF GRADING �' ��1 .___e �� °� 9A�� ?� e° FOUNDATION DRAIN LINE TYP. � p.�1y. / ►. ���) ?� i INSET B e �l \ 411\ * "� O 3eg° PROPOSED HARDSCAPE WALKWAY \N\ 110� ' t� ' ` �.��` MATCH EXISTING GRADES_,,,eot cv, REMOVE EXISTING WALKWAY "sr° ��� _ ®® N. Install Tree Protection \ \ j / 7 - •"- �ss?.t'►.c '38.66;4, f �k i `T \/ / / 3g AD i ?,�r•-Cr� — Lrji: .*_gimij....._..);i,vimhwi._:..a...._.. --� i K.�:by ^ \ 1A Fencing1 \ 9. 1 ?��ri ��, �� o st 9) ` i \ j 1 I j 1 11 i �� �I I//" /�ii90 DOWN ��� � xis � w\ / I '�� , b� ' /// — �9 SPOUT 'S y ° _ ��v w vv v v v vv I / v \ 11 I 1 J-. w 1 //' / 11 _—/. ��� /l I '� ��� � ° v -f7dG7.1 / r v \v vv vv v AV A AV A I /. �v- PROTECT EXISTING TREE / I' \ / % 4N° � � t\ 491STIl�lYPIX1V.4VE I �d D' p� 1>//// \\I ® Igl S-p.ii-Fd�► I. I \\ ,Hike,I I TIE INTO __ a� WINDOW "V �► •� I t v A V A — Qppp �= a / \er. \ I I yyyryryry////// ��� 'o WELL d�, zp�. �e 1 / I/ g / � 1 1 DRAINAGE REMOVE EXISTING y I EXISTING WALL v v v \ I lI / -- / ��� 11111t 6° \ I 0/ I / / WINDOW WELLS (3). �esaze ��'\ �m �v / �' °--- � g 1 MATCH EXISTING �► I AIII / / i I I �' / �,: *1v t v 9 v I I / ELEVATIONS. ��` A� y / v s�/ /y 84' DIA D` WELL / __QUA '`�a ( S) o \ \\\ ,�,\1 \ \ / 111 , \ RASH ! / f $ �� DOWNS• T er,> o rB c-- U`' es \\\ \93j I ® ` METERS �_.•kilk. Y7 ENCLOSURE / / //// / // \ \ \ \ m I / / �/l 4 I�,r♦ \ 793E - - l / // / 'p I / II V A \ y // C / 0I�� � "q1`���� � v_`�� ,� *-c CLEANOUT TYP. �' V A �1 t —: _. i Rt t to I �� Ay A V A v V AV �l A �, >fll •. ,_ Iy . / / PROPOSED \ \ DOWNSPOUT ' DOWNSPOUT ` / / HARDSCAPE / 'I/ // / 11 \ \ \ l IILSy N_ KraM..) l l I l / / l I v A ./ z' / /�►, ,. DRAIN LINE (TYP.) /,—� STAIRCASE \ \ I��' i10 --x� �- 7>���iea0 - Q /) U3esze0l iZ l l urml. l l , I od l � l / 7 �'i/i l �1$ l l �1 � �� N � A�I� i l l / ���/ 3g�P� eS�pl�) ✓�/ . IIIX. k..., ,,,,,,,.•....4104%, / / / / i''',Z/z,/ ---,-_-_,----3-_-_----j9,..3-:- ' r caQi7Kf� / / 1 ,> �1 a uac� �r� �. \ s 20 a 40= ''' Oi O / w ° o 1 �/ ' / Al . 1 �eSrx7�).-.aQa*- .1QraiL a \ m 0 o , / / / I _ / t� a ti V I o i4419V, II li \ a — A ,/ e., �� f // / / v^ 'P a o .-------\\ `, tr-! ''' ,.., Nig ,'\ //' ,, ; \ I I I // / %rm►!. �� ,/I II(/ �essvV 1 a.L[� l] ff/ \� w / \ -II¢r 14 II//l 1 d's3e,8.1 INSET A r l j \ 1 I I \ / / �/ II/ DOWNSPOUT t®9 �` / / \ 1 I I / 1 / ,' / 1-40.eb Vv /If111j1 v —/ ) yi �\ \ o \ 1 f I/ �' — 06p k \\ L[a9 q A vv�� , vv EXISTING HOUSE INSET C / / / / / / / / / I \ \ \ \ �\ / / 1 �\ y�`I � \\����moo.' / / / / / / / / I \ \ (u/ \1rll //' �`v � v1 I��01 e ti '' l / l I I \ N 40g0 i\ / / / .I I \ .= •emu, _/ / / /', h �.4, ' , 111V1 / —ar.so �No =-ssaz ■ �;___ 4.1 t���/ �� l l l l I I l I I ��----- / --"Of ie 1 �, / l l / l I / / \ ®' �� I. e' U�� ;SIB I I l l I l l l I l I I A\ �� i Yp� FLOW ARROW LEGEND � �� _ R.�,I l• irI ;! / l1 / 1 l \_ \ Existing Concentrated Flow �I�O ire/ �rl" y� • I�• � /� ► . z/ I I i ExistingSheet Flow , E'er �� \\ \\\ _ // %// / ® Existing Utility Pipe Flow Direction. — OP '1� �.�lib*Millir� 7�_ ) /)111//,' !� Proposed Concentrated Flow I� —_ I���x !I I / ;. — .�1�y��1 1 i' 'I 1 1 ,. - / / d ���, l '� / I I I Proposed Sheet Flow gii / 9_ _ % j fl(I , / // �/ 1 Proposed Utility Pipe Flow Direction �I L G '12 , / i 4Project Benchmark SCALE PROJECT PHASE:Preliminary DATE ISSUED:O2.AUG.2O21 4 40 TBD ( NO. DATE REVISION BY '¢' �'�i RIVER CITY MONIQUE AGNEW /0/� 0 5 10 0� CONSULTANTS UNCCle ©_ J 215 PBkin Avenue,Unit 201 Phone:970.241.4722 r o►wKrsbelotn NORTHING: HORIZONTAL �� Grand Junction,CO81501 www.racwespaom Fax.970.241.8841 1O1O East Hyman Avenue RECEIVED `��/� 000.unvn.oe9 �ylMaraYoud& FASTING: — '�v DRAWN BY:KTB/PJS PROJECT: 2008-001 ,J RE1,,,.EIYG® CALL 2 BUSINESS DAYS IN ADVANCE BEFORE VERTICAL:N/A Grading Pion --� YOU DIG,GRADE,OR EXCAVATE FOR THE ELEVATION:— CHECKED BY: IDG �I ,,JJ � {/�I[ '�V/,�1ne r� 2 MARKING OF UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:CO83—CF Zone (NAD83) CONTOUR INTERVAL:0.2 FT S:\PROJECTS\2008 Monique Agnew Architecture\001 1010 Hyman\Design\DWG\05—Sheet\2008-001 Grading.dwg[PR grading]10/15/2021 5:30.53 PM ORIGINAL SHEET SIZE: 22 x 34 Proposed Conditions 'Ik`+1`151 2022 [',Jtl, 1��45L�Z Q�1 02/22/2022 ASPEN PORCALIECOMINICE BUILDING DEPARTMENT