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architecture <br /> COLORADO TECHNOLOGICAL CENTER planning <br /> interiors <br /> graphics <br /> site development WARE MALCOMB <br /> FILING NO . 2, LOT 11 6251 greenwood plaza boulevard Leading Design for Comp. t Beau Estes. <br /> building 6.suite 100 <br /> FINAL PLANNED UNIT DEVELOPMENT p .col s.0611 <br /> LOCATED IN THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 1 SOUTH , RANGE 69 <br /> WEST OF THE 6TH P.M . , CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br /> 1 j_ i1t • <br /> T <br /> 1111111111111111 .111. 111111 .111111111111111111111111 (114 <br /> I 54"EX/ST. STORM COLORADO TECHNOLOGICAL <br /> 27.50'DRA/NAG FILING NO.ACCESS EASEMENT I CENTER FILING N0.4 LOT 1 27.50'DRAINAGE&ACCESS EASEMENT <br /> (CTC FILING NO. 3 PLOT) I EXIST. (CTC FILING NO.4 PLAT) <br /> STMH LEGEND: <br /> . 528 5287/ 5290 I �'52 30.00'ACI CESS& PROPERTY LINE <br /> ��� I 5292 5291 UTILITYESMT (TYP) 5820 PROPOSED 5'CONTOUR <br /> i__I( i! / <br /> ' 5293- �- I.�� -- '..rl— - -■ •'�'� 5821 PROPOSED I'CONTOUR <br /> 1 , I <br /> I PROPOSED1 I I Nrn 1 — <br /> � / ST INLET I I / I CO ,N I — 5820 — — EXISTING 5'CONTOUR <br /> j I I I rp I N <br /> I / PROPOSED I I / I / — — 5821 — — EXISTING I'CONTOUR <br /> STORM I i / / PROPOSED <br /> / ' / ST INLET PROPOSED STORM LINE <br /> _` I / I I� PROPOSF I I PROPOSED / / ® EXISTING STORM LINE <br /> a ST MH / I ST INLET / , / <br /> II r �. I PROPOSED STORM INLET <br /> 1 1 / I I / / ; / / ` EXISTING STORM INLET <br /> zz) 1 I l I I l Wital I / , <br /> CO 1 / I / / / PROPOSED I '' I I <br /> Q / N , PROPOSED / LOADING DOCK 1 I I I PROPOSED <br /> IC' 'O , Sy INLET // I I I ' ST MANHOLE <br /> / ' // �2OPOSED PROPOSED ' i . COLORADO TECHNOLOGICAL sa 1 tV , RETAINING WALL 1 , CENTER LOT 15 <br /> j // <br /> N // / BUILDING / / <br /> • N 11 NOTE: <br /> m / / // FF=5293.50 , 4Ni ' 1_ALL PROPOSED STORM SEWER ON SITE IS PRIVATE <br /> ' g , <br /> U / 1 / / I 1 I � r <br /> / / I I °, r <br /> II U / �■ / I I h I wI . <br /> / 111 / I PROPOSED ( I m,I / ST INIIET • \ \ a co <br /> / 1 \\ \\ \\ d r ('1 i co <br /> I 4 PROPOSED I \ \ \\ , m I /•�� ST INLET \ \\ r \ m <br /> N <br /> I �/ <br /> A \ 111 ; PROPOSED <br /> I W r / PROPOSED \ ST MANHOLE <br /> I , y€it % LOADING DOCK \\ \ <br /> I 1 . //� Q? \ 'LN \ r <br /> j(� in \ , AI I <br /> I I y r / I a. \ <br /> I \\ \ PROPOSED \ \ —1 <br /> / 1 RETAINING WALL \ \ <br /> I /° PROPOSED <br /> /I \ I II <br /> r ST INLET <br /> 10.00' <br /> UTILITY ESMT. �I I I l — \ \ <br /> 1 r PROPOSED TRASH <br /> �rn I <br /> ct ,� r \ • m ENCLOSURE <br /> N I I <br /> tO <br /> N <br /> 4.00' I I ,5°jti \\ 1 1 I PROPOSED .#9•1. <br /> • PROPOSED <br /> LANDSCAPE �L I 0 re ' ' / \ 529 `/ I I ST F_E_S_ . , ST MANHOLE <br /> ESMT. I I r- `r PROPOSED 'r PROPOSEDI I o, 01 <br /> 1 1 I _g n RETAINING �� ST INL <br /> I I is.r_co 1,I WALL-MAX HT. 30' \ PROPOSED <br /> \I I \ I 5290 `' ST INLET <br /> / 4. <br /> EX/ST. I\\ au \ l \ 5288 5289 Vr 'll EMERGENCY OVERFLOW <br /> ST INLET \ ∎� �' 5286 5287 T!>� ,I� SPILLAY LOCATION CREST <br /> \ ,,p '— 5285 li ELEV=5289.15 <br /> EXIST. \ 5'L° 5i -5292 a 52V 5288 5287 ��:� N PROPOSED <br /> STMH? \ • � ��' ___ —j _ 5290 - _ __ — •5289 - I STORM <br /> A <br /> u: ) <br /> — <br /> L�_� 1 [� / L - - - - - - - .� �_ �'�I_ ' I 0 I PROPOSED <br /> iT��I� - - /Id ST MH <br /> el N PROPOSED SI ii:i EXIST. <br /> .� DRAINAGE STORM �� <br /> PROPOSED D TENTION POND ms <br /> p - i 100 Y; OL=0.34 AC-FT A ry04i , <br /> � r,nwui o�uc-.ors_ y ,^i,i <br /> PROPOSED RETAINING , 15.00'DRA/NA E, mi <br /> s' MAX DEPTH x_15 FEET s, EXIST. =S EX/ST. <br /> EXIST. ` WALL-MAX HT_30" %UTILITY&LANDSCAPE ` ay 100-YR WSEL=5289.15 % STMH `ais ST INLET e� <br /> STMH N " ESMT. (TYP.) ■ °, <br /> wl 1 1 1 1 1 1 1 1 I/► 11 1 I 1 I 1 1 I I 1 I 1 I I 1 1 I 1 I 1 1 I I 1 I 1 11 I 1 I I : 1 I I I 1 I I I 1 1 I I 1 1 I I 1 , I I [ l I I I 1 I I I 1 1 I I 1 1 I I 1 1 I I 1 1 I I 1 1 I I <br /> EXIST. / ././ / 42°EXIST. STORM/ EXIST. 42"EX/ST. STORM o 15 30 60 <br /> ST INLET /ST / BOXELDE�4/(60'ROW) / ST INLET / ll <br /> kC - I STMH — , <br /> cull / -, , PROPOSED CONCRETE N \ \ SCALE: 1" = 30' <br /> �; `I• p \ �• TRICKLE CHANNEL \ N ORIGINAL GRAPHIC SCALE <br /> \1 _ \ JANSEN STRAWN assumes no responsibility for utility locations_ <br /> s s_I 1 1® \ \ c I \ \� The utilities shown on this drawing have been plotted from the <br /> best available information_ It is,however,the contractors <br /> \ \ / I -\ \ responsibility to field verify the location of all utilities prior <br /> \ \ ( I I I \ i \ \ to the commencement of any construction_ <br /> I I <br /> I <br /> SHEET TITLE: GRADING PLAN <br /> SHEET 5 OF 12 <br />