Laserfiche WebLink
EX STORM SEWER <br />MANHOLE <br />R/M=5304. 62f <br />ST <br />EX STORM <br />SEWER MANHOLE <br />R/M=5304.211- <br />PROPOSED <br />LANDSCAPE BLOCK <br />RETAINING "WALL <br />ADJOINING 5' WIDE <br />CONCRETE SIDEWALK <br />03. 43f <br />MATCH EX <br />03.40f <br />MATCH EX <br />03. 34±- ' <br />03.03 <br />02.35 TOW- <br />02.35 BOW <br />L=39.27' <br />R=25.00' <br />=90.00'00" <br />CH=N45.12'47"E EX STORM INLET MANHOLE <br />35.36' R/M=530.3.82.1- <br />EX STORM SEWER MANHOLE <br />R/M=5303. 67 - <br />03.491- <br />MA TCH EX <br />4-03.551- <br />03.92 <br />02.08 TOW-. -2, <br />01.08 BOWS ° <br />99.59- <br />01.69 TOW- <br />99.69 BOW-- <br />99.13 BOW�- <br />01.13 TOWS <br />98.30 BOW- <br />98.30 TOW -"a <br />N <br />o r.) <br />Iz <br />02.15f-, <br />L=83.18' <br />R=320.00' <br />"=14.53'37" <br />CH=N7.14'01 "W <br />82.95' <br />EX 4' LANDSCAPE EASEMENT <br />PER RECORDED PLA T <br />EX 10' UTILITY EASEMENT <br />PER RECORDED PLA T <br />L=15.19' <br />R=480.00' <br />01'48'49" <br />CH=N13.46'25"W <br />15.19' <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />811 <br />CALL 3-BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE, OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />MEMBER UTILITIES. <br />ST <br />ST <br />EX 10' UTILITY EASEMENT <br />PER RECORDED PLAT <br />EX CURB & GUTTER <br />EX 42" DIA. <br />RCP STORM SEWER <br />1 <br />ST ST <br />EX 4' LANDSCAPE EASEMENT <br />PER RECORDED PLAT <br />EX SHARED <br />R/ AY EASEMENT <br />NO. 2116409 <br />5301 <br />727 <br />IMO <br />5299 -_- <br />1 <br />DOGWOOD ST. <br />ST <br />ST ST <br />EX CURB & GUTTER <br />1' S89'47131 444. 60' / - , <br />5300- <br />„�$00 <br />•;796.9 <br />PROPOSED <br />TYPE-13 <br />STORM INLET 1 <br />GRATE=5296.00 hrya <br />5299 <br />_--5299 -- <br />ST <br />98.81E <br />- <br />11111111 <br />T <br />i$iA TCH EX <br />'98.16 <br />TAPER CURB TO <br />HEIGHT <br />5298 5298 <br />I- 97.92 L96.3F <br />1 I / <br />98.00-�'-5.0*• <br />__ 98.00 • <br />) 98.00 r 9BOW t <br />94.00 <br />PROPOSED ,WALL (TYP.) , ° r . 20% <br />W96a --9442 " <br />PROPQED AREA INLE4-• 1 <br />GRATE=5293.85 (TYP.) <br />PROPOSED 15" DIA. / // - <br />PVC STORM DRAIN 1 TYPICALLY INDICATES 8" <br />198.00 i DIAL PVC STORM DRAIN <br />t r r / 94.00-- i 3 <br />PROPOSED TYPE-113 / <br />tI STORM INLET '\ / <br />1 GRATE=5295.75 `\\ ,�' <br />- r <br />PROPOSED BUILDING <br />FINISHED FLOOR <br />ELEV.=5298.00 <br />--------5296 ----- <br />--1?R POSED 18" DIA. _ <br />PVC STORM DRAJAI---------- <br />/ <br />98.00 / <br />/ <br />/ <br />97.87 / <br />PROPOSED <br />TYPE-13 <br />STORM INLET <br />GRATE=5296.00 <br />98.00 <br />-97.87 <br />\--PROPOSED <br />STORM MANHOLE <br />Y <br />/ <br />1 - <br />N'89"34 0"W 412.71' <br />PRCIPO$ED <br />PVC S ORM <br />18" DIA. <br />DRAIN ` <br />re <br />PROPOSED <br />STEPS (TYP.) <br />i �93.96 <br />° <br />98.091 <br />-97.87 <br />9/8.00 G 93 6 <br />94.00 94 42=r g 2 <br />/ 93.96. <br />a <br />PROPOSED 4L <br />SIDEWALK 94.00 -- _ <br />�-CULVERT 98.00 J, <br />98.00 9, <br />• 5296 _ --'� <br />75295 <br />_ ------ - 5294 <br />TRANSITION FROM� <br />C.'�TCH TO SPILL GUTTEI 90.17 <br />LOT 1, BLOCK 3 <br />THE PARK AT CTC <br />EX/STING BU/LD/NG <br />It 90.23.1- <br />Mk TCH EX <br />\ <br />\ <br />\ 89. 1f <br />PROPSED <br />TYPb716 <br />STORM\INLET <br />GRATE ELEV.=5290�00 <br />\ \ <br />• <br />- \ <br />\ \ <br />• <br />SOUTH LINE OF THE NE 1/4 <br />OF SECTION 16, TOWNSHIP 1S, <br />RANGE 69WOF THE 6THP.M. <br />ST <br />97.03h <br />MATCH EX <br />=97:-49 <br />EX STORM <br />SEWER MANHOLE <br />r R/M=5296.36_1- <br />- <br />97.47 i 5296 - <br />95.897 <br />4_0% <br />0) <br />v'- <br />v-95.08 <br />9- <br />4. Vita' {9-5 00 �- <br />0 ./.03 <br />0)/ ' co <br />- N <br />11) <br />M <br />0) <br />I[) <br />0 <br />0) <br />11) <br />ROPOS <br />STORMW <br />DETENJ' <br />Pp D <br />PR�PO'$ED\24"\DIA. <br />VC\STORM\DRAII <br />• \ <br />\ r) i ��`p• \\ <br />• <br />\\\ EX RIP RAP <br />\\\ (TO REM /N <br />VA/DISTURBED) <br />\ <br />CO <br />00 <br />U) <br />"I +p <br />111\)) <br />5289 -ter <br />/- <br />ST <br />95.73f <br />• <br />92. d0 <br />0' <br />Ic <br />c <br />CO <br />CO <br />N <br />CO <br />CO <br />N <br />PROPOSED <br />15" DIA. PVC <br />STORM DRAIN <br />91.89 <br />-5292 <br />-90.44 <br />ST <br />EX EDGE OF ASPHALT <br />-PROPOSED <br />SIDEWALK <br />CULVERT <br />0)„90 THOT 3, E PARK LOATKCTC <br />-90.05 <br />PROPOSED 6' WIDE <br />CURB OPENING <br />& RIPRAP RUNDOWN <br />90.t05 <br />..co <br />Or <br />r <br />�I <br />•'O <br />.o <br />W <br />O <br />SNI <br />U)) <br />- )0.05, <br />PROPOSED <br />RETAINING WALL <br />PROPSOED <br />STORM <br />-MANHOLE <br />90.0 5 <br />3 90.05 <br />--8.5.50f <br />MAT?i -(EX. \\ <br />co <br />EX. ORMWA TER `\ <br />DETE/ON POND <br />PROPOSED ADS FLARED <br />END SECTION W/RIPRAP <br />OUTLET PROTECTION N <br />PROPOSED 2' WIDE <br />CONCRETE DRAINAGE <br />TRICKLE PAN 00.50% <br />PROPOSED ADS FLARED� END SECTION W/RIPR <br />OUTLET PROTECTION <br />85.11f I I TRICKLE PAN <br />t� <br />I u -- <br />to EX OVERFLOW WALL <br />EX 2' WIDE CONCRETE <br />• <br />EX OUTLET STRUCTURE <br />(TO BE MODIF/ED) & <br />30" DIA. RCP OUTLET PIPE <br />N <br />-I <br />1 <br />30 20 10 0 30 60 <br />SCALE: 1 "=30' <br />LEGEND <br />PROPERTY LINE <br />EX INTERMEDIATE CONTOUR. - �5364- ___ <br />EX INDEX CONTOUR --- 5365-- <br />EX SPOT ELEVA T/ONS. x 56.23 <br />PROPOSED INTERMEDIATE CONTOUR <br />PROPOSED INDEX CONTOUR. 5365-- <br />PROPOSED SPOT ELEVATION X 56.23 <br />(ALL C&G ELEVATIONS ARE ? UNLESS OTHERWISE NOTED) <br />EX STORM LINE <br />PROPOSED STORM SEWER <br />FLOWLINE OF DRAINAGE SWALE <br />BACK OF WALK. BW <br />GRADE BREAK . - GB <br />LIP OF GUTTER . LG <br />HIGH POINT HP <br />FLOWLINE . FL <br />LOW POINT LP <br />TOP BACK OF CURB . TOC <br />FINISHED FLOOR. . FF <br />BASE OF WALL . . BOW <br />TOP OF WALL. . TOW <br />EX CONCRETE <br />EX 18" RCP STORM <br />--ST ST <br />18"RCP <br />PROPOSED CONCRETE <br />PROPOSED ASPHALT <br />BENCHMARK & HOR/ZONTAL CONTROL: <br />NGS MONUMENT: "Q 413" PID - KK1556. <br />PUBLISHED ELEVATION: 5296.02 (BASED ON NAVD <br />88 DATUM) <br />THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE <br />NE1 /4 OF SECTION 16, WITH THE LINE ASSUMED TO <br />BEAR N89.47'13"W <br />rs: <br />CITY OF LOUISVILLE <br />APPROVAL <br />THIS DOCUMENT WAS REVIEWED. FOR CONFORMANCE <br />WITH CITY OF LOUISVILLE DESIGN AND CONSTRUCTION <br />STANDARDS. CITY APPROVAL DOES • NOT RELIEVE OWNER, <br />DESIGN ENGINEER OR CONTRACTOR OF RESPONSIBILITY TO <br />CORRECT ERRORS OR OMISSIONS RELATING TO THIS <br />DOCUMENT. <br />BY: <br />DATE: <br />DOCUMENT APPROVAL EXPIRES: <br />PREPARED BY: <br />DREXEL, BARRELL & CO. <br />Engineers • Surveyors <br />1800 38TH STREET <br />BOULDER, COLORADO 80301 <br />CONTACT: CAMERON KNAPP, P.E. <br />(970) 351-0645 <br />BOULDER • GREELEY <br />COLORADO SPRINGS <br />PREPARED FOR: <br />JM ASSOCIATES INC. <br />ARCHITECTURE/PLANNING <br />P.O. BOX 18390 <br />BOULDER, CO. 80308 <br />(303) 449-1887 <br />CONTACT: JERRY MOORE <br />CITY RESUBMITTAL 1 0/1 4/16 <br />RESUBMITTAL #2 11 /21 /16 <br />DESIGNED BY: CWK <br />DRAWN BY: MAB <br />CHECKED BY: CWK <br />FILE NAME: I GR01 <br />DRAWING SCALE: <br />HORIZONTAL: 1" = 30' <br />VERTICAL: NA/ <br />GRADING PLAN <br />PROJECT NO. 20965-01 BLCV <br />C1 <br />