Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Huds Place Subdivision Site Plan
UDE) FL CE GU5ED V E) C)N � f=CfRfiION OF LOT e, LEE SU5[DIVISION, LOCATED IN file N.E./ 1/4 OF SECTION 20, fiOUJN5k4If= 3 SOUfik�, �iJPP)T (D�= TH�= (�TH Fl,�I, COUNTT OF: JEFFEfRSON STATE OF COLOfRAI)C, 7 r:)7A (:eH R7 LE6AL DESCRIPTION: A PORTION OF LOT q, HUD5 PLACE SUBDIVISION, LOCATED IN THE NORTHEAST ONE -QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 6q WE5T, OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO. GONTAININ6 41,84q SQUARE FEET OR O.g607 AGRE5, MORE OR LESS. 5q,g02 AFTER DEDICATION ADDRESS: 4455 TABOR STREET WHEAT RI D6E, GO 80033 13AS15 OF BEARING: BEARIN65 SHOWN HEREON ARE BASED ON THE EAST LINE OF NORTHEAST ONE -QUARTS OF SECTION 20, TOWNSHIP 3 SOUTH, RAN6E 6q WEST OF THE 6TH PRI NG I PAL MERIDIAN, G I TY OF WHEAT RID6E, COUNTY OF JEFFERSON, STATE OF GOLORADO, A55UMED TO BEAR 500/a31'2TE BETWEEN THE MONUMENTS FOUND AND SHOWN HEREON BENCHMARK: CITY OF WHEAT RID6E, PHAG 4 BEIN6 A q/16" 5TAINLE55 STEEL ROD IN A MONUMENT WELL LOCATED DIRECTLY NORTH OF THE PARKIN6 LOT FOR FRUITDALE PARK AT THE INTERSECTION OF MILLER 5T. AND W. 41TH AVE. IN WHEAT RID6E. ELEVATION = 5315.38' NAVD88 EXI5TIN6 ZONING: MU-N (MIXED USE - NEIGHBORHOOD) PROPOSED LAND USE: MULTIFAMILY TOTAL AREA : SQUARE FEET ACRES PARGEL: 3q-201-05-005 3q,g02 5F q2 DENSITY TOTAL UNITS DENSITY I q UNITS 21 DU/ACRE FLOOR AREA BY USE SQUARE FEET PERGENTA6E MULTIFAMILY 32,876 5F 100% DEVELOPED AREA : REQUIRED MIN/MAX PROP05ED BUILDIN6 GOVERA6E: NA 13,615 5F / 54% OPEN 5PACE/LAND5GAPIN6l13% of 3q,a02 SF =s,gas SF, 5,g85 5F g788 5F / 25% USEABLE: 15% OF 5,g85 SF (DRIVES N.I.G. IN TOTALS) 4,4gO 5F 6,641 5F PLANTED: 35% OF 5,g85 5F 2,Og4 SF 2828 5F HARD5GAPE: (BUILDING N.I.G. IN TOTAL) NA I6,4gq 5F PARKIN6(MIN I PER UNIT MAX 2.5) REQUIRED PROPOSED STANDARD: Iq 38 V151TOPI: NA 5 BICYCLE: NA 6 DE516N ELEMENT REQUIRED PROVIDED BUILDIN6 HE16HT, STORIES: NA 3 STORIES BUILDIN6 HE16HT, FEET: 35' (MAX) 35'-O" PRIMARY STREET BUILD -TO -AREA (TABOR STREET) 60% / 12q.77 LF 65.2% / 82'-O" NOTE: n Q 5ETBAGKS N FRONT SETBAGK(EA5T) E SIDE SETBACK (NORTH) 6 o REAR SETBAGKS(WE5T) N SIDE 5ETBAGK(5OUTH) 55 4503=4539 TAE30R 5TREET/ WHEAT Rl[)GF=/ CC �SGALE;1:500 a E E T � ro ,, w 46th Ave PROJECT SITE W 44th Ave x 0 U C7 L l z M SHEET INr�)X I OF 10 COVER SHEET 2 OF 10 SITE PLAN 3 OF 10 PHOTOMETRIC, PLAN 4 OF 10 LANDSCAPE PLAN 5 OF 10 LANDSGAPE DETAILS 6 OF 10 ARGH I TEGTURAL BUILDIN6 PLANS 7 OF 10 ARGH I TEGTURAL BUILDIN6 PLANS 8 OF 10 ARGH I TEGTURAL BUILDIN6 ELEVATIONS q OF 10 ARGH I TEGTURAL BUILDIN6 ELEVATIONS 10 OF 10 DETAILS \� - A. 51TE SHALL COMPLY WITH REQUIREMENTS FOR MU-N ZONIN6. B. 51TE L16HTINO SHALL COMPLY WITH CODE 5EGTION5 26-1114 AND SECTION 26-503 G. 51TE 516NA6E SHALL COMPLY WITH CODE 5EGTION 26-1113 THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED A6ENT(S) THEREOF, DO HEREBY A6REE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REDO I RED BY LAW. I (WE) FURTHER REC06N I ZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND AGCRUE PURSUANT TO- THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE GORE OF LAWS. :1 KYLE BALLEW, 4453 TABOR LLC. STATE OF COLORADO ) COUNTY OF JEFFERSON ) E DYHT SANCHEZ RENTERIANOTARY ID 202040196PUBLIC - STATE OF 0490�p0MMISSION EXPIRES JUN 5, 2024 THE FORE60I N6 INSTRUMENT WAS AGKNOWLED6ED BEFORE ME THIS OF------- ---------- NOTARY PRINT NAME WITNESS MY HAND AND OFFICIAL SEAL. — MY COMM I SS 1 ON EXPIRES: (//._2_02 U __—_------- ARY PUBLIC CI7`I' CER71FICA710N APPROVED TH15DAY OF 2aZ3 BY THE CITY OF WHEAT RID6E k ATTEST 8� yr%_ GI GLE MAYO GOMMUNITY DEVELOPMENT DIRECTOR THESE DOGUMENT5 ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION A5 AN 'ARCHITECTURAL. WORK" UNDER 5EGTION 102 OF THE GOFYRIGHT ACT, 17 U5.G. A5 AMENDED DEG. 1, I990 AND KNOWN A5 THE "ARCHITEGTURAL WORK5 COPYRIGHT PROTECTION ACT OF I990" THE PROTECTION INGLUDE5 EUT 15 NOT LIMITED TO, THE OVERALL FORM A5 WELL A5 THE ARRANGEMENT AND COMPOSITION OF 5FAGE5 AND ELEMENTS OF THE DESIGN. UNDER 5UGH FROTEGTION, UNAUTHORIZED U5E OF THE5E PLAN5, WORK, OR FORM5 PRE5ENTED CAN LEGALLY RESULT IN THE GE55A- TON OF 5UGH GONSTRUGTION OR BUILDINGS EEING SEIZED AND/OR RAZED v �mw sl DLB, GW MIN / MAX PROVIDED CASE H15TORY CASE NUMBER: WZ-I8-01 W5P-22-01 WS 22-03 DATE OBI—O — PRO.ECT RVEER 216 OI VARIES REVISIONS COVER O' VARIES 5' 5' MIN / VARIES SHEET # O' VARIES TABOR STREET TOWNS ADDRESS:1901 W. 44TH AVENUE ZONE DISTRICT USE: HU[:)S FL CE 5L E3D V 5 ON A f=OfiION OF LOT 13, LEE SUE51)IVISION, LOCATED IN THE N.Ee, 1/4 OF SECTION 20, fi f;;�ANGE ��e UJEST, OF THE (ofik4 �.1�(., COUNT"'' OF JEFFEfRSON STATE OF COL - PROPERTY LINE / EXTENTS OF CONSTRUCTION - LOT LINES - DEDICATION - EXI5TIN6 6RADIN6 - PROP05ED 6RADIN6 - PROPOSED FENCE - EXI5TIN6 FENCE TO REMAIN - PROPOSED SANITARY SERVICE - PROP05ED WATER SERVICE - PROP05ED ELECTRIC - PROP05ED AGGE551BLE PATH - PROP05ED FIRE HYDRANT - EXTERIOR WALL MOUNTED L16HT FIXTURE - EXTERIOR PEDESTAL L16HT FIXTURE POLE MOUNTED PARKING L16HT FIXTURE 450=3=4539 TABOR 5TfREET/ WHEAT FIDG;E, CC ADDRESS:4549 TABOR STREET TABOR STREET PROPERTIES LIMITED LIABILITY COMPANY PO BOX 1272 MORRISON CO 80465 OUJNSH I F 3 SOUTH/ cf;RA�D ca I I I I I I I t I I I I I I I I 1� ZONING: PCD I �� I I ENGH, IYP. SEE r15'PEU EX15T1N6 WOOD FENCE TO REMAIN, REPAIR AS NEEDED 51TE DETAILS _- = - - - - -- - �- ----_--- - ---_--�---_- - _- -- -- N IZ AGGE551BLE PATH _.. .._.._.. .._.._.._.._.._.._.. .._:._.._.._.._.._.._.._.._.._.._.. ._`oIGA O /,_.._ _.._.._.._.._.._..�._.._ _.._.._.._.._•.�. _.._.._.._.._.._. i.. _.._.._ _.._.._.._..T. _.._..�. _.._.._.._.._.._.._ _.._.._.._ -� BIKE PARKING _.._.._ACG.EISLEPA7kL.._.._.._ _ ._.._.._.._.._.._.._.._.._ �._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ �_ u== o I I O I ; I i QQ ? --- ---- -- -- - I I � o I I _I 1 � I � I i 41 o �, ,n W y J W y ; New 4' FENCE, MAIL BOX, = BU,LDING 1 -II SEE SITE DETAILS SEE 517E " 4525 TABOR5TN CONCRETE STEPS, (SEE DETAILS Q al r E p'_ " I CIVIL GON5TRUGTION n - L J L I I J i i L I I J I L I I J I DUMP5TER5, L5 14.50' i I -r� I r1 r� r, r, r, r,- i DOGUMENT5 FOR DETAILS 6 VI ITABL TYPEBUN4,�_ - _.._.� I w SEE 517E I ' ADDITIONAL INFO) " i a -- - Illlll — _ z Ir 11 Ir 11. - I I Ir II 1111 Ir 11 1111 aaa�_ IJ r== r- r -i r -i r _I , i e i - i INFILTRATION _ I r__7 r__"1 ' r- A r l r l I NEW 4' 1JJ ._.. - 15 DS' �__. -_. �__. - " r j FENCE,SEE (SEE GIVIL CONSTRUCTION n Q r„ - i� BUILDING__ _� F I I ; ` -� 51TE DETAILS DOCUMENTS FOR ADDITIONAL 4513 TABOR 5T r -v --- 4539 TABOR 5T __ �}537 TABOR 5T 535 TABOR 5 --- 4533 TABOR 5T 4531 TABOR 51`--- 4529 TABOR 5T 4521 TABOR 51T--- _ _ I O a INFO) FFE 100'-3" - z C6 FFE lol -0-5415.25 FFE 101-0541525 FFE 101-0 FFE 100 -6 5414.15 : FFE 100'-6'-5414.75 E 100 -3 5414 50 . FFE 100 -3 5414 50 O O TYPE B TYPE B=541525' -' TYPE B TYPE B TYPE B TYPE B � _I 1 _I �541450' L__J Q lz 9 I COMMUNITY SPACE / \_ „ TYPE B _, I - VISITABLE UNIT VISITABLE UNIT V151TABLE UNIT VISITABLE UNIT _V151TABLE UNIT_ V151TABLEUNIT - - y 5 I n J I w I -------------------- -------------------, ---------- - -- ;------------------- ;------------------- ----- - ----- --- - ----- u� VOLLEY BALL COURT \ \ J 1 --- --- - - IQ'-7 1/2" it) lcf'-2" 10 19'-2' lo" l9'-2" IE� Iq'-2" 10 19'-2" Ip Iq'-� I/2" II'-O" I ABLE T VI jIT UNIT � I I6'I6'-O" 1 16'-O" I6'-O" * 16'-O" * 16'-O" o 0 0 0 0 0 0 `\_\ ---- I _ o ------------ -- - - __—--------- - TRASH CAN, IYP. I I U \ \ \i - - - - - _ D5 D5 SEE 51TE DETAILS I I - 26' DRIVE o I T 5`— O I i III I HAMMERHEAD TURN I I I I I ( \ \ I I I l m I I AROUND i,S " ==�=s s=—s=--�s=� 1• �n,--I-== n—==—==�==—s=�u�ss—sr-}-n—ss---tt—n—=s�==t—ss—ss—s�—ss—=,—s:—=:—==—H-u—�:—,=—{=s—==�—__ �__—__�—__ �__-�__-� __-�-__-�,=—=�s== —__—,_ �,_—__ '—__ —__ _ _ —__—_=—==-I-== 5g � �, �� 9433 TABOR STREET �ss�ss-S5-5S-5S` �55-5S-ss-ss-SS / I � \ � � � 19 UNITS __ __ ( I m I F ° - ---- -� -------- —D5 I - — - I -I ---� -- I --�------- I D5\ EXI5TIN6 POWER _ -__ _=__ - - ------------ =- _---_—- _--___ - _ _�_-_ - --------- - . Ds F POLE TO BE DS 16'-O' I6'-O"\ / j," 16'-O" 16'-O" T REL �-0 OGATED q'-7 I/2" ;10" IQ'-2" ; O" Iq'-2" O" I�'-7 I/2' ; EW HYDRANT ; IG'-7 I/2" ; O" Ici'-2" O" Iq'-2" ; O" l4'-7 1/2" < h J --- --------------------------------- -- ------------------- I i BUILDING 4 / - - - - --------------- -- BUILDING 3 ---- 4515 TABOR 5T 451 TABOR 5T 4509 TABOR 5T 4501 TABOR 5T I -J 4521 TABOR 5T 451q TABOR 5T 4511 TABOR 5 4515 TABOR 5T - „ ,- „ _ I <� -' r- --- __FFE 100'-3" FFE 100'-3" FFE 100 3-541450 I FFE I 3-541450 FFE 100 O-5414.25 FFE 100 -0-541425. _ t- 4B05 TABOR ST --- -- ------------- - -- _ _ I FFE 101'-3" FFE 101'-3" N �- N I- j i I=5415.50' y=5415.50' I 1=54I4.50"-t y=541450 I TYPE B TYPE B TYPE B TYPE B i j FE 100'-3" - --- I VISITABLE UNIT L VIS TABLE UNIT VISITABLE UNIT L _ VISITABLE UNIT J 5414.5O t„,- I „< -J -J GUEST PARKING --J --J J1 IL I I J1 IL I tI JI tL It. t t PARKING LIGHT, TYR t I � I I � r- I ! I Q I I I t l _ BUILDING 2 ❑ I ! LJ LJ LJ LJ ; LJ LJ LJ LJ _ r 1 r I r I Jr I I 1 I I O " w i I t t l I I I I I COMMUNITY IKE I 1 1 I I t l I I + 41 4FFE 10503 0' 5' _ L--J L J L J REG AREA PARKING i L J L_ JLu D5 6' I =5414.50 , - - - -ss -I N T T- o T DS � � >n --- °I D5 - - _.. L.._.._.._.._.._.._.._. _.._.. MAIL BOX _D`'_.._.._.._..�._.._..���l. _.._.._.._.._.._ _.._.._.._..J._.._..J 5' SIDEWALK = J - - - - - - - --..___.._. - - - - - - - - _ _ _ _ ACCESSIBLE PAIN - ...._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._.._.... .._ _.._.._.._.._.._..� - -------------- - --- ------------------------- ---- --- t— -- -- — — -_o- °- - — — - — — EXI5TIN6 CHAIN LINK FENCE TO REMAIN EXISTING WOOD FENCE TO REMAIN, REPAIR AS NEEDED - — — — — — — — i— — w TRASH GAN, P. SEE 51TE DETAILS 12'-4" SI'-O" I'-8" 8'-O" 23'-6" 18'-O" I'-8 81'-O" 5'-7" 24'-0" 41'-ID" 4" $ l pC71, R 506'-1l " ADDRESS:11875 W. 44TH AVE I I I DEPARTMENT OF TRANSPORTATION ADJACENT PROPERTY STATE OF COLORADD I SILZ HEINZ & CHERYL SILZ 2829 W HOWARD PL 11801 W 44TH AVE L----------- DENVER CO 80204 i WHEAT RIDGE CO 80033 ZONING: A-1 I ZONING: C-1 I 1 I I t 1 ' I I I 1 1 I I I SITE FLAN OE10 56ALE: REFER TO SURVEY FOR MONUMENT LOCATIONS ADDRESS:4440 TABOR STREET ZONE DISTRICT USE: NOTE: REPAIR AND REPLACE EXI5TIN6 CURB, 6UTTER AND SIDEWALK THAT ARE DAMA6ED, NOT TO CURRENT CITY STANDARDS 6RADIN6 NOTES: ALL ROOF DRAIN DOM5POUTS WITHIN THE 5UBJEGT PROPERTY SHALL BE DIRECTED AWAY FROM ALL STRUCTURES WITHIN THE FIRST 10-FEET HORIZONTALLY. ACCESSIBILITY PATH: PER APPENDIX M OF DENVER AMENDMENTS. BUILDER TO PROVIDE A MINIMUM OF 6 "TYPE B V151TABLE GROUND FLOOR" DWELLING UNITS AND A MINIMUM OF ONE ACCESSIBLE ROUTE TO EACH VISITABLE UNIT. SUCH UNITS MUST PROVIDE A GROUND FLOOR ACCESSIBLE ENTRANCE AND ACGE551BLE TOILET FACILITY 5' PRIVATE CONCRETE WALK TO ENTRANCES SHALL NOT BE STEEPER THAN 1:20. THE GRO55 SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:45 IN COMPLIANCE WITH I6G/AN51 AI17.1-2003 CONCRETE STAIRS POURED IN PLACE CONCRETE STAIRS CONTRACTOR TO VERIFY 6RADE IN FIELD PRIOR TO CONSTRUCTION TO DETERMINE RISE AND RUN AND COORDINATE ANY DISCREPANCIES WITH THIS OFFICE REFER TO APPROVED 5PD, 50P AND TEP FOR ADDITIONAL 51TE INFORMATION THE5E DOGUMENT5 ARE GOPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK' UNDER SECTION 102 OF THE GOPYRIGHT ACT, 11 U.5.G. A5 AMENDED DEC. I, 1990 AND KNOWN A5 THE 'ARCHITECTURAL W0RK5 COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INGLUDES BUT 15 NOT LIMITED TO, THE OVERALL FORM A5 WELL A5 THE ARRANGEMENT AND COMPOSITION OF SPAGE5 AND ELEMENT5 OF THE DESIGN. UNDER 5UGH PROTEGTION, UNAUTHORIZED U5E OF THESE PLANS, WORK, OR FORM5 PRESENTED CAN LEGALLY RESULT IN THE GESSA- TION OF SLCH C01,15TRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED v tn r tu 41 4 O X Z ® II� q��q� II m � Ol 11-1 L q) CL I r s L Z \I! ® L II BI S K DRAM I%B, CGWH DATE 001-01-22 PRO-EGT "U`13ER 2164 REV151ON5 SITE FLAN SHEET # TABOR STREET TOWNS GENERAL PHOTOMETRIC SCHL Dl_J - JLt AVERAGE 0.99 FOOT-CANDLES MAXIMUM 9.45 FOOT-CANDLES MINIMUM 0.00 FOOT-CANDLES MINIMUM TO MAXIMUM 0.00 EC RATIO MAXIMUM TO MINIMUM 9.45 / 0.00 FC RATIO AVERAGE TO MINIMUM 0.99 / 0.00 FC RATIO LEGENn: I� - EXTERIOR WALL MOUNTED 20-FOOT STREET L16HT WITH PULL BOX LIGHT FIXTURE O - EXTERIOR PEDESTAL POLE MOUNTED PARKING LIGHT FIXTURE o-■ L16HT FIXTURE O- PEDESTRIAN L16HT POST WITH PULL BOX NOTE: L1614T FIXTURES OR EQUAL SHALL BE USED. CONTRACTOR TO PROVIDE GUT SHEET AND SPECIFICATIONS OF LIGHT FIXTURE TO INSPEGTOR SHOWING COMPLIANCE WITH THI5 DOCUMENT AND CITY OF HEAT RIDGE 5TANDARD5 AND REQUIREMENTS. 16' f=L CE SUF3ED V 5 ON A f=Of;i�TICN OF LOT 9, LEE 5U51DIVISION, LOCATED IN THE N,E,, 1/4 OF SECTION 20/ TOUJN5HIf= 3 SOUTH, AN E &9 UJESfi, OF THE e�fiH �.i�l., GCUNfi�r OF JEFFE5CN STATE OF CCLOfR4D0. 4503=4539 TA5CR STREET/ WHEAT RIDGE, CC 0.00 0.00 0.00 0.00 q.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.03 0.06 0.13 0.20 0.16 0.08 0.04 0.02 0.03 0.05 0.08 0.18 0.97 1.69 1.80 1.82 1.43 1 0-00 0.00 0.00 0.00 C).00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 a00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 a00 0.00 0.00 0.01 0.01 0.01 0.02 0.03 0.05 0.07 0.06 0.04 0.02 0.02 0.03 0.05 0.08 0.19 1.215 2.39 2.49 2.43 1.83 1 I 0.00 0.00 0.00 0.00 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.02 0.02 0.01 0.03 0.05 0.09 0.19 1.6� 3.27 3.19 2.89 2.25 0.00 0.01 0.00 026 03 I��9' �5`.Z1 "2t0 ,i0:71 i-26== 4.8 a9$-1.91 '9iO4 3.12 0.91 1.26 4.7<3 474 �81- 0.72-="1.2i 4'r L82 07 .S� 0.89 0.42 0.53 "`0.59 0.03 0.01 0.01 0.01 0.01 0.0 2.i7 i3.80 3.41 2.63 0.01 0.01 0.00 0.28 (�. 8 4.06 1.63 ©:43-- .02- -1.56 1 52 1.0,1 1.43--1. r 1r18-, 61 -2-43 2r02- 1.39 - 1-15 1.38 fit 33- -1.79- 1.67 1.29 -t}2 - 1.39 1.01 1.16-- l.-22-1.1 4 0.66 3.63 4.33 3.66 4.37 0.64 0.88 5 4 2 1.61 0.57 2.18 43' -3.15 07 _ : 00 0.01 0.02 0.0 2:44- t3.98 3.67 2.76 -_i • • � - --� 30 1.21 ,.22 0.47 0.60 1J4 2.14 0-84 0-47 0.91 1.� 1. 1. 0.47 0.43 OJ4 1 50 0 2�2 2135 �i=6$ 3.66 2.74 0.01 0.01 0.00 0.26 186 4.48 1.4� a - - - 74 72 1.87 2J1__.94 4 1.86 62 64 1.87 2.45 1.70 2.10 56 1.54 99 A.66 0.5 1. i --- _ r � _ _-----_ r r r -r�� - _ -I - - - --0.01 0.01 0.00 0.21 d 43 067 4. 0.00 O.OIO T001 0.00 0.00 0.CF0TOOI 0.00 0.43 0.00 0.00 0.00 0.op T.(F 04 o.00 0.00 0.00 a.(�T001 0.00 0.(0 Fo� 0.00 0.0 _O.27_ 0. 3 0.35 0.36 0.34 0.30 0.24 0.28 0.41 0.44 0.33 0.28 0.34 0.41 0.44 0.4 .38 ',0.30 0.40 0.94 2.5 __ 3,85 4�I 2.82 3.49 3'.J3.63 2.00 .__.___._-I I LJLJ LJLJ--_ _. L �LJ I �;: 1_JLJ L �J LJLJ'. ' L_ILJ iI:i 11 1 BUILDING / _.:L_cJ 0.01 0.01 0.00 0.21 39 0 54 0. 1 O.00r0�00 0.00 0.00 0.00 r0. 0 0.00 0.00 0.00 O.00rabo O.Ofl 0.00 r0. 0 0.00 0.00 0.00 0017 o}Ebo 0.00 0.00 r°. 0 0.00 0.00 0.00 0.00 r0. 0 OAO 0.93 11. 0.36 0.21 0., 7 0.15 0.14 0.15 0.17 0.18 0.18 0.20 0.24 0.28 0.32 0.3 0 33 0.33 0.49 1.21 2.35 I; DjJPl�'h' F IQ 94 2.56 2.19 1.49 2.4.8 3.61 2.75 I 1 I� 1 ► I I I I I _L__J t J __L_J L_J--__ J LJ__� -_ LJ__ L_J_ _ Q t \ �99^ �` p �' , s I I I �' i ( I IT �' r r I 3.42-- 0.46 0.17 0.11 0.10 0.09 0.10 0.,0 0.11 0.13 0.,7 0.24 0.33 0.39 0.4 66 0.47 0.49 1.19 2.15 +a� ' _ _ 2.31 1.28 3.27 2.75 0.01 0.02 0.00 0.25 d 66 154 0 0 0.00 0.00 0. Cr -DO 0.00 0.00 0.00 O.00 rII.C10I 0.00 0. �j10 0.00 0.00 0.00 0.00� f1.1a01 0.00 0. C>- 3o 0.00 0.00 0.00 0.00 III .1741 10.00M _ IILL�11 IL 1__I-1 Lt 1�I II_L � 4-J�1 IL L�� IL �J�I 717 0.01 0.02 0.00 0.26 4__1�� 1. O 00 0.00 0.00 0.00 0.00 0.00 ,-0.00 CLOD 0.00 0.00 0.00 0. 0:T30 0.00 0.00 0.00 0.06' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0. 0.28 0.13 0.09 0.07 0.07 0.08 0.08 0.09 0.11 0.16 0.26 0.40 0.49 0.64 1.64 h iJJJ- 07 0.88 0.64 L28 2.07 -2.55 2.66 .1 3.19 2.52 -- " I _ 0.02 0.02 0.00 0.22 469 149 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.012 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 0.00 0.00 0.00 OLD 1 0.19 014 0.10 0.09 0.09 0.09 0.08 0.08 0.09 0.11 0.15 0.23 0.39 0.5,;5- 0 1 1.65 .64 0.98 0.57 1.07 2.6 �__ J s7 211 257 2.85 2.38 Lj{ ' - - w .0 0.09 0.10 0.09 0.09 0.10 0.13 0.16 0.17 0.19 0.18 0.16 0.22 0.31 0.57' 0.85 0.99 1.77 79 1.03 0.62 1.01 2.03 I J -J .04 1.82 Y2 GO W 2.78 2.30 2� t - -- 0.03 0.04 0.00 0.21 53 0 98 0.00__ 0.00. 0.00 0.00 0.00_ 0.00__ O_00__ O QO__Q00__0.00_-O.00 0 0.0 0__ O.Oa__0_OD Oo--O DO__0_00 0.00 0.00 _00.0__ _00_ 0 Q. 7PLEX n a ° - --- - t 0.06 0.07 0.00 0.26 O 75 195 1. 10.00 0.00 0.00 0.00 'IGLOO 0.00 0.00 CI. ,0.00 0.00 0.00 0. C} I 00 0.00 0.00 0.00 0.0 0.08' 0.09 0.09 0.1Q _Q_13_ 0.18 0.24--0.29 0.36 0.44 0.59 0.83---7_a7 -.1.43 1.88 1.89 �Z�a2`,. 1.40 °.tSL 1.92 1.48 1 9 2. T.76 2yt7 2.53 2.14 o.00 o.00 o.00 o.aa �o.00 o.00 o.00 �o.00 a.00 o.00 0 0.10 0.13 0.00 0.38 34 2 32 -13.64 4.4163.-71 -. 72 - 2 50 34J-`t-90- 3. 2,45--#. -89= fi0-2.i€F`ir�i 2 7& - f1fi�2=1v-.- 639--�.1�- - - =054=- - 4. 4J W - --. . - ��t=2 t.se 2� , 1° - ,,�--- 1 All 2.09 ,.Ss II 0.14 0.24 0,00 0.50 10- 3 4.25 3.78 3.30 2.98 2.36 2.02 1.63 1.63 1.48 1.63 1.56 1.58 1.46 1.62 1.51 1.61 1.52 1.71 1.64 1.77 1.73 1.95 1.87 1.98 1.80 1.88 1.56 1.27 0.87 0.84 0.413 0.27 0.21 0.25 0.34 0.46 0.57 0.72 0.95 1.32 1.82 2.49 3.35 4.15 3.91 2.94 2.22 1.65 1. 1.07 0.92 36 0.22 _bA7 12 0.10 0.19 0.94 1. 1.19 + 1.40 11. 1.70 1.56 0.17 0.30 0.00 0.67 Otl 1 4.51 4.03 3.07 2.28 1.63 1.07 OJ9 0.75 0.66 0.66 0.69 0.70 0.64 0.65 0.69 0.74 0.73 0.77 0.88 0.94 0.95 0.97 1.05 1.06 0.97 0.94 0.86 0.73 0.54 0.51 0.40 0.32 0.31 0.37 0.47 0. I 60 0J3 0.85 1.07 1.39 1.76 2.20 2.82 3.32 3.13 2.48 1.95 1.54 1.21 0.97 0.79 0.55 0.42 0.2 `� 0.16 0.18 Q 21 0.70 0.111 0.95 1.73 1. 1.45 137 0.18 0.31 0.00 0.70 99 3 4.21 3.04 2.21 1.44 1.01 0.57 0.60 0.46 0.60 0.4 0.55 0.44 0.56 0.45 0.53 0.51 0.63 0.65 0.72 0.73 0.74 0.68 0.69 0.70 0.74 0.70 0.66 0.61 0.50 0.54 0.46 0-60 0.59 0.79 0 81 1.00 1.00 1.25 1.39 1.73 1.89 2.21 2.32 2.26 1.86 1.65 1.34 1.09 0.91 0.76 0.56 0.46 0.35 0.26 0.17 h, 0.20 07 0. 0.89 1.07 139 L31 0.16 0.27 0.00 0.58 1.03 3 4.23 3.75 3.11 2.65 2.02 1.47 1.15 1.22 1.09 1.06 1.02 1.14 1.06 1.04 0.87 0.90 0.84 0.93 0.83 0.76 0.73 0.71 0 0. 7R . 0.72 0.77 0.83 0.97 0.89 0.93 1.01 1.21 1.28 1.43 1.I43 1.55 1.57 1.78 1.79 2.02 2.11 2.22 2.13 1,99 1.73 1.57 1.23 0.96 0.88 0.80 0.51 0.41 0.33 0.27 0.23 OA1 0.2 4 1.1 0.99 1.18 3 1.50 1.38 f� 443 TA -- -- 0.12 0.17 0.00 0.44 h.41 61.65 4.77 3.88 4.06 3.66 3.03 2.48 2.64 2.38 2.17 2.10 2.49 2.26 2.14 2.01 2.28 1_90 1.42 - 2O 1.03 0.87 0.80 OS1TA9 T6oT0-*N08 0.84 1.01 �.,32-1.51 1.91 2.42 2.31 2.36 2.58 2_82 2.54 2.50 2.69 2.94 2.66 2.68 2.72 2.87 2_30 1.71 1.30 0.87 0.72 0.96 0.99 0.35 0.33 0.29 0.26 0.19 0.15 023 1.60 1.16 1.45 1.77 1.60 19 UNITS 0.07 0.09 0.00 0.31 97 75T73.1-- I 0.98 1,01 0.95 0.83 0 65-0 73 0.89 0.99� 1.07 I I 1 1 0.04 0.05 0.00 0.24 .63-1L25J1 ? I I I I I I 1.07 1.32 1. �1.16 0.95 0.73 0.66 0.82 1.07 1.26 1.38 1.25 I BUILDING 4 4PLEX 0.02 0.03 0.00 0.22 63 .21 1. 1.47 as 1 42 1.18 0.80 0.69 0.98 7 30 �1.56 1.72 t '1 (---r 0.02 0.02 0.00 0.25 03 03 1. 2.12 .18 1.7 _ 1.31 0.87 0.70 1.07 1. 2 1.92 .44 ` ' ( ' L__J A __J ' ' i L__J l__J ' ' 0.01 0.02 0.00 0.25 .80 .74 1 m j X F- , 3.34 2.135 2.0 1.47 .91 0.1.15 1.68 2.42 3.17 3. 1 1 l \ L I _ I J \ t 1 1 t CJ / ,Ct- -fir 0.01 0.01 0.00 0.21 .41 0.66 0. 9 I I { I I I I '� � I I I � . ' .23 3.45 2.36�0 1.55 0.92 0.78 �.21 1.86 2.85 3.88 LJ I� ! L I LJ LJ I r� -Ir-1 I I r r 'I III 0.01 0.01 0.00 0.18 J.-32 0.50 0. I 11 I _ _ I If I I ( t 1 3. 4.04 3.30 2.25 1.55 0.96 0.82 -.23 1.81 2.73 3.72 4. t ' L-JL.J i LJLJ L 1 1\ I J I. 0.01 0.01 0.00 0.19 �2- �' . �.15 t. - - 3.4- 3.6�3°11 1.86 4 4.5 1.54 1.01 0.85 Y.22 1.72-227=z2$- BUILDING 31 1 ! , 1 --------------- - --------- ----4PLEX I I , LJ LJr� I�'� I I i LJ 1 I II 1 I �I I I II i� II I I LJLJ LJLJ - --: LJLJ 3 05 L:i .J 4 70 14 .25 0.26 0.41 0.79 1.66 _ i k 5 � 1.43 1.� 1.9 .14 0.17 0.34 0.95 2.6 1 1 r--1 3.63 1.70 1.84 2.32 BUILDING 2 ' W DUPLEX _ W W W .11 0.18 0.44 1.18 2.33 Ij _ 74 2 2.05 ,2.09 2.49 1 12 0.17 0.39 1.15 2.09 J� ` 2.19 0 `S2 2.53 0 fib i- aJJJ_ I W I, 1 0.14 0.19 0.47 1.21 212 " - 3 7 1.85 0.,29 8 2.45 2;. 1 0.19 0.18 0.35 0.99 2.6 r 3.71 L__J I 2.04 '1.73 W 8 2.49 i4 0.41 0.28 0.43 0.84 1.91 J 3 95 .1 1.64 1.8Z WL 2,21 t l 5 0.01 0.01 0.00 0.22 94 2. 2.24 5_50 3 2.49'�R a aS '2.12 �o t t ,: x 2I 2.85 .84 4.03 2.59 2.16 1.8 1.66 1 1.1�7 1.47 1.79 1.94 2Z E , 1 2.05 1.42 e 1.99 ��3 ; 1.89 2.50_ 2.04 i 1.08 0.79 0.55 0.46 0.93 1.51 0 Y- --------------- .75 2. 1.44 134 9 2.19 11:-18 W 1 0.00 0.01 0.00 0.17 b.57 1.67 1.03 0.82 1.61 5.18 1.71 1.10 1.59 4.93 1.57 ;h.tt 2.33 9.45 2.40 1.12 0.87 ,.13 3.25 2.64 1.89 1.76 '3 9 4.83 2.06 1.24 3.56 3.58 1.77 1.72 1.59 1.17 0.54 0.56 0.59 0-73 1.06 3.00 2.96 1.21 1.75 4.84 1.68 0.89 0.71 0.77 0.62 0.80 3.03 2.12 0.68 1.79 4.27 0.65 0.15 0.05 0.02 0.01 0.01 0.16 1.60 1. 1 1.22 1.61 W 1.99 114 .: I I 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 CLOD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.01 2.95 1.45 1.27 1.05 0.72 0.38 0.17 0.18 0.31 0.49 2.38 2.34 0.74 1.23 3.69 1.00 0.43 0.30 0.26 0.29 0.53 2.86 2.05 0.60 1.43 3.71 0.65 0.14 0.05 0.02 0.01 O.-GI-0.77 1.14 1. 2 -1:28- -4.56 1, 3 0.00 0.00 0.00 0.00 I0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0-00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.90 I'll 1.13 11(0 I 0.00 0.00 0.00 0.00 '0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.56 0.73 0.78 O.2 I FHOTOMEfiRIC., PLAN 0�10 SCALE: I:10 ' I SOLAIS GLl ROADWAY/AREA LIGHT FIXTURE •` GL1 SERIES - WATTAGE AND DISTRIBUTION TYPE TO BE DETERMINED. PROVIDE 300 KELVIN LED SUPPLIED BY MOUNTAIN STATES LIGHTING HORIZONAL MAST ARM WELDED TO POLE 2 3/8' OD x 4' LONG MANUFACTURER, MOUNTAIN STATES LIGHTING FINISH = BLACK POLE BY MOUNTAIN STATES LIGHTING PART# 16' PULE#16SRA-4.5(.226)HORMAT/2.37ODx6'L-ABSBC-HH-BK 4.5' OD ALUMINUM, .226 WALL THICKNESS. PAINTED TO MATCH FIXTURE. EPA: MINIMUM 20 IN 80 MPH ZONE (1,3 GUST FACTOR) 4 Bolts at 90 Degrees 3/4' Din x 18' Long x 3' Hook Bolts to hove a 3.5' projection out of the concrete. O ANCHOR BASE DETAIL 8' BOLT CIRCLE 7/8' x 1' HOLES TO ACCOMODATE UP TO 3/4' DIA BOLT HANDHOLE WITH COVER PROVISIONS FOR GROUNDING TWO PIECE ABS PROVISIONS FOR ANHCOR PLATE COVER REVISIONS: P,O, Box 449 Conifer, CO 80433 MOUNTAIN STATES LIGHTING Phone 303-838-4430 Fax 801-605-9058 JOB NAME: WESTMINSTER TABOR STREET PRJ SCALE: DATE: DRAWN BY: DRAWING NUMBER: IN 1-12-2023 PMP 16SRA-4.51HORM4-SQL REP: QUOTE II: DIST.: Mountain States PART #20RTS 5.8/3-6" SGL HOR MAST-DABC-HH-AB-BRC-BLACK AST ALLOY POLE CAP �2.38 0 X 6' HORIZONTAL TENON OUNTAIN STATES SUPPLIED GE ERL1 FIXTURE NOMINAL 4,000 LUMEN OUTPUT, DISTRIBUTION TYPE PER CITY STDS. SEE SEPERATE FIXTURE CUTSHEET FOR DETAILS. PAINT FINISH; POWDER OVER ZINC RICH RED PRIMER (GALVANIZED ANCHOR BOLTS) •20' ROUND TAPERED STEEL POLE 5.8" 0 TO 3" 0 WITH 11 GA WALL EPA: MINIMUM 11.5 EPA @ 90 MPH, 1.3 GF TWO-PIECE HEAVY DUTY CORROSION RESISTANT ABS BASE COVER, PAINTED TO MATCH POLES. TEAT RIDGE 20' ROUND TAPERED STEEL POLE WITH GE ERL1, DEEP ABS BASE COVER, AND BREAK AWAY COUPLINGS DECORATIVE POLE STANDARDS BY MOUNTAIN STATES LIGHTING BASE COVER DETAIL 12" SOR-- 2 PIECE BASE COVER IS MADE OF ASS PLASTIC WITH A Y," WALL THICKNESS AND 1 CAN BE PAINTED TO MATCH POLE 15" SOR----- POLE BASE DETAIL I I I 3" X 5" HAND HOLE IS CENTERED 12" ABOVE BOTTOM OF POLE. INCLUDES WEATHERPROOF COVER WITH VANDAL RESISTANT FASTENERS I ANCHOR PLATE IS Y" X 10.6" X 10.6" STEEL WITH %' X 2Y4" HOLES FOR 1"0 ANCHOR BOLTS ON 12"0 BOLT CIRCLE L( 4 BOLTS AT 90 DEGREES 1"0 X 36" LONG X 4" HOOK BOLTS TO HAVE A 1 %" to 1 %' DOLT PROJECTION OUT OF THE CONCRETE. (KEEP THREADS CLEAN) BREAK AWAY BASE DETAIL �1"0 STUD 'i1" 0 NUT V 0 LOCK WASHER -7"01D-2"0OD X.5" THICK WASHER yQ"POLE ANCHOR PLATE REAK AWAY COUPLING 1' 0 ANCHOR BOLT WITH Ye" %- STAND OFF -SE COVER CUT AWAY MSL PART # 12SRA-4.5(220)TEN.3"X3"-OPT/GFI-VBC-GAL-BK /CY11T4-VS3AR (ADD OR DEL "OPT/GFI" ABOVE DEPENDING IF YOU WANT THAT OPTION) -16Y2 MOUNTAIN STATES CY11T4 SERIES CUTOFF LED FIXTURE MOUNTED ON 3" 0 x 3" HIGH TENON VERIFY LED COUNT AND DISTRIBUTION TYPE PER JOB OPTIONAL: GFI DUPLEX RECEPTACLE w/ dde TAYMAC ML40OG "IN USE" WEATHERPROOF COVER POLE SPECIFICATIONS: POLE BY MOUNTAIN STATES LIGHTING OUTSIDE DIAMETER: 4.5" WALL THICKNESS:.22" MINIMUM MATERIAL: ALUMINUM POLE WITH ELASTOMER BOLT COVER EPA: MINIMUM 20 IN 80 MPH ZONE PART # 12RSA-4.5 (.220) - TEN/3x3-OPTGFI-VBC-GAL-BK (INCLUDED IS A VANDAL PROOF 16"0 x 19" TALL GALLIVAN STYLE BASE COVER MADE OF 71 LB/FT3 HIGH DENSITY ELASTOMER) FINISH: PAINTED BLACK 2%2' x 5" HAND HOLE CENTERED 12" FROM BOTTOM OF POLE LOCATED BEHIND DECORATIVE BASE. GROUND BOLT LOCATED ACROSS FROM HAND HOLE OPENING. ANCHOR PLATE DETAIL BASE PLATE PL8"x10"x108"(Alum.) 5zsO� PLATE TEMPLATE 4 SLOTTED HOLES (8' x 3-1") at 90' Use 8" 0 BOLT CIRCLE. -� 4" 0 WIREWAY (CNTR'D.) ANCHOR BOLTS 4 - J" 0 x V-6" Long w/ 3" Hook PROJECT 32 ' OUT OF CONC. REIASIONS: PP 2.2-'23 CHG HH LOCATION. LST CHG 9'419. PP 62220 CHG AP THICKNESS P.O 8m 449 MOUNTAIN STATES LIGHTING PI.-3.3-838-4430 Fax 801805-9058 JNNAhf: Wheat Ridge Pedestrian LED Fixture/Pole w-GFI SCALE: DATE: DP.1111 Y: DRAt4ING NUATER: NTS 812712019 Ry1Pmp 12SRA-CY11T4-GAL-2019 REF. QUOTE;: DIST.: Mountain States Photometry ZB1 /ZB2/ZB4 SOURCE: LED 4000K± 150K, 70 CRI minimum' LED code definition: WATERPROOF RATING: IP66 optical system ZBl - 3 - 15W - 4K L_LL Color Temperature LED Wattage Bollard Overall Size - Bollard Lens Size LED LUMEN EFFICACY WATTAGE WATTAGE CODE ................ OUTPUT.................... (LMi1^....... .........LED'...................... SYSTEMI .......... ZB1-3-11W-4K 1212 94 11 13 ZB1-3-20W-4K 1944 85 15 18 Z131 -4-11 W-4K 1212 94 it 13 ZB1-4-20W-4K 1944 85 ,5 18 ZB2-10-20W-4K 2317 100 20 23 Z132-10-35W-4K 3909 94 35 42 ZB4-12-50W-4K 4989 95 50 53 ZB4-12-75W-4K 7472 90 75 83 1 Shows nominal values. 2 System wattage includes the LED and the Driver(s). - 4000K used for testing, 3000K photometrics is available on website. NOTE: Due to rapid and continuous advances in LED technology, LED luminaire data is subject to change without notice and at the discretion of Cyclone Lighting. Cyclone Lighting reserves the right to substitute materials or change the manufacturing process of its products without prior notification. See the latest results and updates on our website at www.cyclonelighting.com 5.5" nO 1 1� T� N�A ale ZB1-3 Lens Module Heights ZB1/ZB2/ZB4 e128J; 02° (eslmm 0 BOLT CIRCLE 3 1/2' (89MM) 112" ANCHOR BOLTS SUPPLIED THESE DOGUMENT5 ARE COPYRIGHTED AND ARE 5U13.EGT TO COPYRI6HT PROTECTION AS AN 'ARCHITECTURAL HORK' UNDER SECTION 102 OF THE C40PYRi6 rT ACT, 17 L 5.G. AS AMEEtWED DEC. I, 1440 AND KNOWi AS THE 'AR'GHITEGTURAL P10RK5 C49PYRIC4IT PROTECTION ACT OF I440." THE PROTECTION INGLUDE5 BUT 15 NOT LIMITED TO, THE OVERALL FORM AS P✓ELL AS THE ARRANGEMENT AND C01-tP05ITION OF SPAGE5 AND ELEMENTS OF THE DE516N. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LE6ALLY RESULT IN THE GE55A- TION OF SUCH GONSTRUGTION OR BUILDINGS BEIN6 SEIZED AND/OR RAZED FAIMM SWIM- PRAIM DLB, GAH DATE 04I-0I -22 PROXLT N ABIER 2164 REVI510FL5 PHOTOMETRIG SHEET # 3 OF 0 TABOR STREET TOWNS GENERAL NOTES 1. REFER TO SHEET C0.00, COVER SHEET, FOR THE BENCHMARK AND BASIS OF BEARINGS. 2. REFER TO SHEET L3.90, LANDSCAPE DETAILS, FOR PLANTING DETAILS, AND LANDSCAPE NOTES. 3. A 3.0-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND NOT OBSTRUCTED. 4. TREES WITHIN THIS DEVELOPMENT, WHEN FULLY MATURE, SHALL PROVIDE AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13-FEET 6-INCHES. :=L CE SU51D V 5 CN A I=OfRfiION OF LOT 91 LEE SUE3EDIVI5I0N, LOCATED IN THE N.E./ 1/4 OF SECTION 20, fiOUJNSHfP 3 SOUfiH, f;RANG;E �l:�) LJESfi, OF THE (ofiH �.1�f., COUNfi�r OF JEFFEfRSON STATE OF COLOfRADO, 4503-4539 TAE3OR STREET, WHEAT RIpC3E, GO + 1 , 1111.1011 ME __M -_ _ - - - ��i�� ■■�r�i���■■i■■�r�� ■■■ice®■■� �id.:�. $I,i.(i_(_ Ii�w�w" �[t1_H,(1�. .,_(I:l,,:-w �- �ale�� ��."•�I (J'i'l I�, I�' fi��lo��/'t,(,�,�}�� � .��;,���,r_�I®.L_ • ■�,�� II 1 II �L III® "lIY11lIf --- . ■i RASH ENCLOSURE RE: r • 17 BUILDING 5 ROCK.' •LTER POND ( MIXDUPLEX ( 1, _ _ +w'� • �rhi � � I I1�Tq�si�►��>�e'.'a�Pif��j q,w w gTij� P ' _ : � • �' 1► c � \i`ss�,'-�;��3 _ _- ��5� �.�.� ,■ ' . ' /- -2 EGA LD RE Hnu FENCE W)i 6 SAJ SEE SHEET L3.91, DETAIL I 7�EE SHE�T L3.91, DETAIL G FOR SECTION DETAIL ROCK MULCH V-1 Na [:72�NNLD '' i° 2 EGA w� �1 • "a ■ Ir J �■ rr a •• //Oo ii � 1 r■ BUILDING 4 • a•� i • • ' •�`• "�` ' ' ��;'® II) I■ • • •. ��KFGto • III, I ' ' ' I _. e • ll ■•l ., . �, —j! � - - 4•,. Ii - : - �� _'t�■ ,� it - Ilu� ��) Ilr,��a;�,• .t17��ez� ..:�x�r� �i.��� � � ► a E', rI' I■■�■iiQ:,■' ��i■■�■iiil�i■■�I■�iii�►�� ��� II ,■ :e7!:..A....r.V..,._r.....n.......�i /1 r■" ii� ��'�iilill�i�3�i■I�r�►r�iiiil■i■■I■■i■ - - .-.- . -- _'-- a - -• ��-�J�s�.w ■ e �iro.■�a-■,.w'■s"-�.''."'m''Asw.'.� � ,-� •' '—. ( 111 n Is til • oil l m w + 4 111 tot i tit tt1 Rl .. It M 7Z n n Q CV E 6 O d- 0 I m CN O N s O v O THESE DOC41ENT5 ARE COPYRIGHTED AND ARE SUE.ECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK' UN SECTION 102 OF THE COPYRIGHT ACT, Il U.5.G. A5 AMENDED DEG. I, 1990 AND KNOWN A5 THE "ARCHITECTURAL WORKS GOPYRI6HT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES EM 15 NOT LIMITED TO, THE OVERALL FORM A5 YELL A5 THE ARRANGEMENT AND COMPOSITION OF 5PACE5 AND ELEMENTS OF THE DE5I5N. UNDER SUCH PROTECTION, MA/THORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RE5LLT IN THE CESSA- TION OF SUCH 001,15TRUGTION OR BUILDIN65 BEING SEIZED AND/OR RAZED PLANT LIST Qty. Sym Scientific/Botanic Name Container/Size Notes Habit Water Usage v —I ry (3 K Q 6) LU DECIDUOUS TREES 3 IMH HONEY LOCUST IMPERIAL 2.5" CAL. STRAIGHTTRUNK, 35x30 FEET MED. W m M B&B Gleditsia tria. inermis'Imperial' SINGLETRUNK SPECIMEN Q �t QUALITY, STAKED ORNAMENTALTREES 3 CFO CRIMSON FIRE OAK 2" CAL STRAIGHTTRUNK, 40X15 FEET LOW B&B Quercus al ba x robur SI NGLE TRUNK SPECIMEN \ QUALITY, STAKED DECIDUOUS SHRUBS 3 BMS BLUE MISTSPIREA 5 GAL SPACING 3' O.C. 4X3 FEET LOW Ca ryopteri s i nca na 18"-24" HT 5 CANES MIN. cYl 6 CPB CRIMSON PYGMYJAPANESE BARBERRY 5 GAL SPACING 3' O.C. 2X3 FEET LOW Berberis thunbergn 'Crimson Pygmy' 18"-24" HT 5 CANES MIN. 21 GGS GROW GIRL SPIREA 5 GAL. SPACING 6' O.C. 4x4 FEET LOW Spirea betulifolia 36 -48"1 HT 5 CANES MIN. 22 NLD NINEBARK LITTLE DEVIL 5 GAL. SPACING 4' O.C. 4x3 FEET LOW L� Physocarpus opulifolius'Donna May' 36"-48" HT 5 CANES MIN. EVERGREEN SHRUBS 3 BF1 BUFFALO JUNIPER 5 GAL SPACING 6' O.C. 2X6 FEET LOW J)) Juniper sabina'Buffalo' 36"-48" HT 5 CANES MIN. 15 EGA EMERALD GREEN ARBORVITAE 5 GAL SPACING 3' Q.C. 12X3 FEET MED. LLI Thuja occidentalis'Emera' 36"-48" HT 5 CANES MIN. ORNAMENTAL GRASSES 34 KFG KARL FOERSTER FEATHER REED GRASS 1 GAL. SPACING 2411 O.C. 4X2 FEET LOW .1 Calamagrostis x acutiflora 'Karl ESTABLISHED cal "A a: 26 PDS PRAIRIE DROPSEED 1 GAL. SPACING 24" O.C. 1X2 FEET LOW Sporobolus heterolepis ESTABLISHED PERENNIALS 43 HRD 39 SAI LEGEND HAPPY RETURNS DAYLI LY 1 GAL SPACING 17" O.C. 1.5X1.5 FEET LOW Hemeocallis 'Happy Returns' ESTABLISHED SEDUM AUTUMN JOY 1 GAL. SPACING 17" O.C. 2X2 FEET LOW Hylotel ephium telephium'Autumn Joy' ESTABLISHED - BUFFALO GRASS SOD PROPERTY LINE " r EXISTING CURB AND GUTTER INFILTRATION POND SEED MIX PROPOSED CURB AND GUTTER v EXISTING CONTOUR SAND (INFILTRATION) PROPOSED CONTOUR -j- DECIDUOUS TREE WTR EXISTING WATER LINE SAN EXISTING SANITARY SEWER STM EXISTING STORM SEWER ( + ) ORNAMENTAL TREE \/ GAS EXISING GAS LINE QQE�Q� DECIDUOUS SHRUBS ELE EXISTING FIBER OPTIC/PHONE LINE �� EVERGREEN SHRUBS — w PROPOSED WATER SERVICE LINE ORNAMENAL GRASSES — Ste--- PROPOSED SANITARY SERVICE LINE a PERENNIAL FLOWERS — — "- —E — — PROPOSED ELECTRIC SERVICE LINE PROPOSED STORM SERVICE LINE SPLIT -RAIL FENCE MSE RETAINING WALL — — — — SIGHT DISTANCE TRIANGLE CONCRETE SIDEWALK [ICI PROPOSED SITE LIGHTING ❑ ❑ T 20 10 0 SCALE 1"=20' �o z o c Z N O —FA'1' 1 r to L r O N Q X 4 N Ztu v > v N w r'- � z L } lu w (V m SL K VRAM DLB, &AH DATE Oal -O 1-22 PRO-LECT NAIEER 2164 REVISIONS LAND5GAPE CLAN SHEET # 204 OF 0 TABOR STREET TOWNS k=zU1:)5 f=L CE SU5[D V 5 ON 74 I=ofiiON OF LOT 13, LEE suEIDiViSioN, LOCATED IN THE N.E., 1/4 OF SECTION 20, fioWNSH« 3 SOUTH/ ANE &e WEST/ OF THE &fiH f=P`f., COUNT'' OF JEFFEfRSON STATE OF COLOADO, 4EZ=34539 TA5CIR 5Tf;REET/ LUHEAT RIDGE, CC LANDSCAPE NOTES 1. THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, IRRIGATION, ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. LANDSCAPE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SPECIFICATIONS. 3. ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE. 4. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS, DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 5. BEFORE COMMENCING WORK, CONTACT APPROPRIATE UTILITY COMPANIES FOR UTILITY LOCATIONS, AND COORDINATE WITH GENERAL CONTRACTOR IN REGARD TO LOCATION OF PROPOSED UTILITIES, IRRIGATION SLEEVES, CONDUITS, ETC. 6, ALL PLANT MATERIALS SHALL MEET OR EXCEED SIZE IN SCHEDULES. 7. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REFUSE PLANT MATERIALS WHICH DO NOT MEET THE QUALITY REQUIRED FOR THE PROJECT. ALL DECIDUOUS TREES SHALL HAVE FULL, WELL -SHAPED HEADS, ALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND. PLANTING PROCEDURES SHALL CONFORM TO DETAILS. 8. ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 9. ROCK MULCH: INSTALL 3-INCHES OF 2-4" HORIZON COBBLE, LOCALLY AVAILABLE, ROCK MULCH IN ALL SHRUB BEDS OVER TYPAR 3301 WEED MAT OR APPROVED EQUAL, AFTER APPLYING PRE -EMERGENT HERBICIDE. 10. SOD: SHALL BE BUFFALO GRASS SOD PER SCIENTURFIC SOD 5401 W 52ND AVE, DENVER, CO 80212. (720) 570-5598 11. ALL B&B PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR THE BURLAP, REMOVED FROM THE TRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING. 12. DISTRIBUTE IMPORTED TOPSOIL OVER AREAS TO BE GRASSED TO A MINIMUM DEPTH OF FOUR (4") INCHES, AND TO A DEPTH OF TEN (10") INCHES IN SHRUB AND PERENNIAL BEDS. TOPSOIL TO BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL FREE FROM WEEDS, LITER, GRASS, STONES LARGER THAN 1", ROOTS OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH. 13. SOIL PREPARATION: MIX THE FOLLOWING SOIL AMENDMENTS AND APPLY TO SOD AND SHRUB BED AREAS. A. ASPEN RICH COMPOST -- 4 CUBIC YARDS PER 1,000 S.F. B. COMMERCIAL FERTILIZER (20-10-5): 10 lbs. PER 1,000 S.F. C. SUPERPHOSPHATE: 10 Ibs. PER 1,000 S.F. 14. BACKFILL FOR TREES AND SHRUBS: SHALL CONSIST OF 1/3 ASPEN RICH COMPOST AND 2/3 SITE SOIL. FERTILIZE WITH AGRI-FORM TABLETS AT MANUFACTURER'S RECOMMENDED RATES. 15. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES IN LANDSCAPE AREAS. 16. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL AS NECESSARY BY THIS WORK. 17. TEST SOIL IN PROPOSED LANDSCAPE AREAS PREVIOUSLY PAVED OR BUILT ON FOR STERILENT AND REMOVE CONTAMINATED SOIL. BACKFILL WITH SPECIFIED TOPSOIL. 18, CONTRACTOR SHALL REPAIR ALL DAMAGE DUE TO HIS CONSTRUCTION AND KEEP PROJECT AREAS CLEAN AND ORDERLY DURING AND UPON COMPLETION OF HIS WORK. NIL AFTER TWO YEARS NO LIMB SHALL BE WITHIN 8' OF PAVEMENT DO NOT CUT OR DAMAGE LEADER PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING WRAP ENTIRE SURFACE OF TRUNK BELOW SECOND BRANCH WITH SPECIFIED TREE WRAP AND SECURE ATTACH GUY WIRE TO TRUNK WITH SPECIFIED TREE COLLAR Z" DIA. WHITE PVC PIPE OVER WIRE, 24" LONG MIN. DOUBLE STRAND OF 12 GA. GALVANIZED STEEL WIRE TWISTED TEMPORARY 4" DEEP WATER RETENTION BASIN NOT NECESSARY WHEN TURF OR DRIP IRRIGATION IS OPERATING SPECIFIED STEEL POST (2 MIN.) DRIVEN VERTICALLY TO EXTEND A MIN. OF 30" INTO UNDISTURBED SOIL SET ROOT CROWN LEVEL WITH TOP OF SOIL IN BEDS. IN IRRIGATED TURF AREAS PLANT 3" ABOVE FINISHED GRADE APPLY SPECIFIED MULCH TO REMAIN PERMANENTLY FINISHED GRADE REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & SIDES OF ROOTBALL THAT IS NOT 100% HEMP REMOVE BURLAP & TWINE FROM THE TOP 3 OF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED HOLE SHOULD HAVE ROUGHENED SIDES SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION UNDISTURBED SUBGRADE A TREE PLANTING NOT TO SCALE SOD ADJACENT TO WALKS AND CURBS MULCH ADJACENT TO WALKS AND CURBS SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL FINISHED GRADE OR TOP OF SOD LEVEL WITH PAVED EDGE SPECIFIED SOD OR SEED FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED APPROX. 1" BELOW TOP OF PAVED EDGE FOR SOD AND LEVEL FOR SEED SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL FINISHED GRADE OR TOP OF MULCH 2" BELOW PAVED EDGE SPECIFIED MULCH SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED THE NECESSARY DISTANCE BELOW PAVED EDGE SPECIFIED SOD OR SEED FINISHED GRADE OR TOP OF SOD LEVEL WITH TOP OF EDGER FINISHED GRADE OR TOP OF MULCH;" BELOW TOP OF EDGER SPECIFIED MULCH SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC SPECIFIED EDGER FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED THE NECESSARY DISTANCE BELOW TOP OF EDGER EDGE TREATMENT NOT TO SCALE SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING CREATE A 2" DEEP WATER RETENTION BASIN & APPLY A RING OF SPECIFIED MULCH WHEN NOT IN A BED SET ROOT CROWN OF UPRIGHT SHRUBS 1" ABOVE TOP OF SOIL, SET ROOT CROWN OF SPREADING SHRUBS AT TOP OF SOIL FINISHED GRADE OR TOP OF MULCH Z" BELOW PAVED EDGE APPLIED SPECIFIED MULCH TO REMAIN PERMANENTLY SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & SIDES OF ROOTBALL THAT IS NOT 100% HEMP REMOVE BURLAP & TWINE FROM THE TOP' OF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED HOLE SHOULD HAVE ROUGHENED SIDES SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION LIGHTLY COMPACTED PLACE 3" OF SPECIFIED BACKFILL BELOW THE ROOT BALL UNDISTURBED SUBGRADE L /i I % V l.J i Li -%l-L VIr-l. B SHRUB PLANTING NOT TO SCALE LANDSCAPE DATA: TOTAL SITE AREA LANDSCAPE AREA (4,309 SF) LANDSCAPE RATIO TREES 1 / 1000 SF SHRUBS 10 / 1000 SF PERENNIALS AND GRASSES INFILTRATION POND SEED MIX SAND (INFILTRATION) SOD (CITY R.O.W) STREET FRONTAGE (104 LF) TREES 1 / 30 LF 39,902 S.F. (.92 AC) REQUIRED 4 43 0 NA NA NA 3 OPEN SPACE REQUIRED: 5,985 S.F. (15% MU-N) PROVIDED: 6,647 S.F. (16.6%) USEABLE (75% OF 5,985): 4,490 SF PLANTED (35% OF 5,986): 2,094 SF PROVIDED 4 70 142 236 SF 2088 SF 583 SF 2 6,647 SF EXISTING 0 0 0 X GENERAL NOTES: 1. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND NOT OBSTRUCTED. 2. TREES WITHIN THIS DEVELOPMENT, WHEN FULLY MATURE, SHALL PROVIDE AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET 6 INCHES. 3. REFER TO SHEET L3.90, LANDSCAPE DETAILS FOR LANDSCAPE NOTES AND PLANTING DETAILS. INFILTRATION POND SEED MIX - SHALL BE LOW GROW WILDFLOWER MIX PER ARKANSAS VALLEY SEEDS.COM. 303.320.7500 FULL INFILTRATION SECTION SHALL BE A 6" DEPTH OF BIOLITE RAIN GARDEN GROWING MEDIA (GOLF & SPORT SOLUTIONS, 970.284.6121) OR MHFD APPROVED EQUIVALENT THESE DOGUMENT5 ARE COPYRIGHTED AND ARE SUB.ECT TO COPYRIGHT PROTECTION AS AN 'ARCHITEGTURA- WORK' UNDER SECTION 102 OF THE COPYRIGHT ACT, 11 U5.6. AS AMENDED DEG. I, I990 AND KNOWN AS THE 'ARGHITE-TuRAL WORKS COPYRIGHT PROTECTION ACT OF I990.' THE PROTECTION INCLUDE5 BUT 15 NOT LIMITED TO, THE OVERALL FORM A5 WELL A5 THE ARRANGEMENT AND COMPOSITION OF SFAGE5 AND ELEMENTS OF THE DE516N. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS FRESENTED CAN LEGALLY RE5ULT IN THE GE55A- TION OF 5UGH GON5TRUGTION OR BUILDINGS BEING SEIZED AND/OR RAZED DRAW DLB, &WH DATE 001-01 -22 PROJECT NkUER 2164 REV1510% LANDSGAPEm DETAILS SHEET # 0 TABOR STREET TOWNS 4453 TABOR STREET TOWNS BUILDINGS I � 2 4505 4 4525 let LEVEL =300 SF 2nd LEVEL =6q0 SF 3RD LEVEL =6q0 SF FINISHED FLOOR AREA =1650 SF 4503 $ 4525 let LEVEL =31-7 SF 2nd LEVEL =723 SF 3RD LEVEL =723 SF FINISHED FLOOR AREA =1765 SF BLD6 I = 3,445 SF (6ARA(5E N.I.G.) BLD6 2 = 3,443 SF (GARAGE N.I.G.) TOTAL = 6,886 SF GARAGE = 405 SF BUILDINC25 5 $ 4 • 5m,talW let LEVEL =506 SF 2nd LEVEL =706 SF 3RD LEVEL =706 SF FINISHED FLOOR AREA =1715 SF 450q $ 4517 let LEVEL =512 SF 2nd LEVEL =718 SF 3RD LEVEL =718 SF FIN 1 SHED FLOOR AREA =1748 SF 4511 a 451q let LEVEL =2q8 SF 2nd LEVEL =6q0 SF 3RD LEVEL =6q0 SF FIN 1 SHED FLOOR AREA =1678 SF 4515 � 4521 let LEVEL =320 SF 2nd LEVEL =737 SF 3RD LEVEL =73-7 SF FINISHED FLOOR AREA =17c14 SF BLD6 3 = 6g38 SF (GARAGE N.I.G. BLD6 4 = 6g38 SF (GARAGE N.I.G.) TOTAL = 13,876 SF 4507, 4513, 4515, 4521 GARAGE= 415 SF 450q, 4511, 4517, 451q 6ARA6E = 405 SF BUILDINGS 5 4527 let LEVEL =320 SF 2nd LEVEL =737 SF 3RD LEVEL =737 SF FINISHED FLOOR AREA =1,7g4 SF 452q, 4533, 4537 let LEVEL =2q8 SF 2nd LEVEL =6q0 SF 3RD LEVEL =6q0 SF FINISHED FLOOR AREA =1,678 SF 4551, 4535 let LEVEL =312 SF 2nd LEVEL =718 SF 3RD LEVEL =718 SF FINISHED FLOOR AREA =1748 SF 453q let LEVEL =516 SF 2nd LEVEL =73-7 SF 3RD LEVEL =737 SF FINISHED FLOOR AREA =1,7g0 SF BLD6 5 TOTAL = 12,114 SF (GARA(5E N.I.G.) UNIT 4527, 453q 6ARA6E= 415 SF UNIT 452q-4537 6ARA6E = 405 SF BUILDING I TOTAL FINISH FLOOR (2 UNITS) =3,443 SF BUILDING 2 TOTAL FINISH FLOOR (2 UNITS) =3,443 SF BUILDING 5 TOTAL FINISH FLOOR (4 UNITS) =6,g38 SF BUILDING 4 TOTAL FINISH FLOOR (4 UNITS) =6,g38 SF BUILDING 5 TOTAL FINISH FLOOR (7 UNITS)=12,114 SF TOTAL FINISH FLOOR (Iq UNITS)=32,876 SF k=:UDE) FL CE GU5ED V E) ON A f=Cf;RfiICN OF LOT 9, LEE SUE3DIVISICN, LOCATED IN THE N.E., 1/4 OF SECTION 20, fiCUJN5k4If= 3 SCUfiH, fRANGE (o9 WEST, OF THE &fiH �.1�f., COUNfi'� CF JEFFEfRSCN STATE OF CCLOfRAIDO. 4503=4539 TAE30F 5TREET/ WHEAT RIDGE/ CC TYP DUPLEX ROOF PLAN SCALE: r------------- I I I I I I L---s-------------------------- I I I I I I I I I I i I I I i I r I I I i i I L I I I I I I I i � i i t i i i i I I L I I I I --- I I I I I I I I gloom&*3 TYP DUPLEX 5RD LEVEL FLOOR PLAN SCALE: I/8"=1'-0" TYF 4 FLEX 5RD LEVEL FLOOR PLAN TYP DUPLEX 2ND LEVEL FLOOR PLAN SCALE: 1/8"=1'-0" TYP 4 FLEX 2ND LEVEL FLOOR PLAN a rf a O O TP DUPLEX I ST LEVEL FLOOR PLAN SCALE: TYF 4 FLEX I ST LEVEL FLOOR PLAN THESE 0OCUMENT5 ARE COPYRIGHTED AND ARE 5UB-EGT TO GOPYRI&HT PROTECTION AS AN 'ARGHTECTURAL WORK' UNDER SECTION 102 OF THE COPYRI6HT ACT, 11 U.5.0. AS AMENDED DEC. I, IggO AND KNOWN AS THE 'ARCHITECTURAL NORK5 COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT 15 NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DE516N. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE GE55A- TION OF SUCH GONSTRUGTION OR BUILDINGS BEING SEIZED AND/OR RAZED 01 RAN4 DI-5, GWH DATE Oci-O 1-22 PRO-JECT H 2164 REVI510tY ARCH 1 TEGTURAL 5UILDIN0 PLANS SHEET # SCALE: NOTE: FLOOR PLANS PROVIDED FOR REFERENGE ONLY SCALE: SCALE: SCALE: I/8"= I'—O" TABOR STREET TOWNS 4453 TABOR STREET TOWNS BUILDIN65 1 $ 2 4505 � 4525 Ist LEVEL =500 SF 2nd LEVEL =6ci0 SF 3RD LEVEL =6a0 SF FINISHED FLOOR AREA =1680 SF 4505 $ 4525 15t LEVEL =517 SF 2nd LEVEL =723 SF 3RD LEVEL =723 SF FINISHED FLOOR AREA =1763 SF BLD6 I = 3,445 SF (6ARA6E N.I.G.) 13LD6 2 = 3,443 SF (GARAGE N.I.G.) TOTAL = 6,886 SF 6ARA6E = 405 SF BUILDINGS 3 $ 4 4507 $ 4515 15t LEVEL =306 SF 2nd LEVEL =706 SF 3RD LEVEL =706 SF FINISHED FLOOR AREA =1718 SF 450q $ 4517 15t LEVEL =512 SF 2nd LEVEL =718 SF 3RD LEVEL =718 SF FINISHED FLOOR AREA =1748 SF 4511 & 451cl let LEVEL =2a8 SF 2nd LEVEL =6ci0 SF 3RD LEVEL =6a0 SF FINISHED FLOOR AREA =1678 SF 4513 $ 4521 15t LEVEL =320 SF 2nd LEVEL =737 SF 3RD LEVEL =737 SF FINISHED FLOOR AREA =17a4 5F BLD6 3 = 6a38 SF (6ARA6E N.I.G.) BLD6 4 = 6a38 SF (6ARA6E N.I.G.) TOTAL = 13,876 SF 4507, 4513, 4515, 4521 6ARA6E= 415 SF 450G, 4511, 4517, 45101 6ARA6E = 405 SF BUILDINGS 5 4527 let LEVEL =320 SF 2nd LEVEL =737 SF 3RD LEVEL =737 SF FINISHED FLOOR AREA =1,7a4 SF 452ci, 4533, 4537 15t LEVEL =2r-i8 SF 2nd LEVEL =6ciO SF 3RD LEVEL =6c{O SF FINISHED FLOOR AREA =1,678 SF 4531, 4535 Ist LEVEL =312 SF 2nd LEVEL =718 SF 3RD LEVEL =718 SF FINISHED FLOOR AREA =1748 SF 453G 15t LEVEL =316 SF 2nd LEVEL =737 SF 3RD LEVEL =-737 SF FINISHED FLOOR AREA =1,7G0 SF BL06 5 TOTAL = 12,114 SF (6ARA6E N.I.G.) UNIT 4527, 453a 6ARA6E= 415 SF UNIT 452a-4537 6ARA6E = 405 SF BUILDING I TOTAL FINISH FLOOR (2 UNITS) =3,443 SF BUILDING 2 TOTAL FINISH FLOOR (2 UNITS) =3,443 SF BUILDING 3 TOTAL FINISH FLOOR (4 UNITS) =6,938 SF BUILDING 4 TOTAL FINISH FLOOR (4 UNITS) =6,G38 SF BUILDING 5 TOTAL FINISH FLOOR (7 UNITS) =12,114 SF TOTAL FINISH FLOOR (Ici UNITS)=32,876 SF �--UDE) FL CE SUE31D V 5 ON A FCf;RfiION OF LOT e, LEE SU51DIVISICN, LOCATED IN THE N.Ee, 1/4 OF SECTION 20, fiOUJNSHlf= 3 SOUfiH, FRANGE UJEST/ OF THE &TH COUNT'-'� OF JEFFEfRSON STATE OF COLORADO- 4503=45313 TAE30F 5TREET/ WHEAT FI1)G;E1 CC I I N I I I I I I I RID6E I 6� N N � � � I I I I I I I I I A I a � r�i I I I I I I I N I I O L I 8106E m N I N � � I I L I I 2:12 SLOPE I 6:12 SLOPE I I i _ I A I I I I i I I N I ry I L I R06E N N � I � � I I I I I 2:12 SLOPE 1 I I I I I I I 6:12 SLOPE - I I I I I- ` `L . .,� _ I I N N I � L 390121 I I rn I N I � I I I � I 1 I I I I 1 ROOF PLAN SCALE: 1/8"= I'-O" 2ND $ 5RD LEVEL FLOOR PLAN SCALE: i/8"=I'-0" 2ND $ 5RD LEVEL FLOOR PLAN SCALE: 116*'-0" C 0 c c c ST LEVEL FLOOR PLAN SCALE: THESE DOCUMENT5 ARE GOPYRICHTED AND ARE SUE TO COPYRIGHT PROTECTION AS AN 'ARCHITEGTU2AL WORK" UNDER SEGTION 102 OF THE COPYRIGHT ACT, Il U.S.G. AS AMENDED DE.. 1, 1990 AND KNOWN AS THE "ARGHITEGTURAL WORK5 GOPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT 15 NOT LIMITED TO, THE OVERALL FORM AS YEI I AS THE ARRANGEMENT AND GOMP051TION OF SPACES AND ELEMENTS OF THE DE5I0N. UNDER SUCH PROTEGTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED GAN LEGALLY RESULT IN THE GE55A- TION OF 5UGH GONSTRUGTION OR BUILDIN655 BEING SEIZED AND/OR RAZED w— DRAM DLB, 6WH DATE Oct-01-22 PRO-EGT HAIBER 2164 REV1510N5 ARGH1 TEGTURAL E3UILDINr:;, PLANS SHEET # NOTE: FLOOR PLANS PROVIDED FOR REFERENGE ONLY I t'tDL-Jm � I T-,)=L-- I I CJY`il` z) f=L CE SUE31D V 5 ON A f=Of;RTfON OF LOT 9, LEE SU5[DIVfSION, LOCATED IN THE Nei., 1/4 OF SECTION 20, fiOUJN5HIf= 3 SOUfiH, f;;�ANC3E UJESfi, OF THE �fiH �vi�C_, COUNfir OF JEFFEiRSON STATE OF COLOfRAEDO. 45034539 TAE30F 5TREET/ WHEAT RIDGE/ CC �INIII�I TYP 5LD0 1 1$2 FRONT EAST ELEVATION 50ALE: I/8"= I'-0" BU I LD I N6 MATERIAL LEGEND � _ _ _ _ _ _ 351_MAX HE16HT _ TYP BL06 1/2/5 1$ 4 SIDE ELEVATION SCALE: I/8"= I'-0" 35' MAX HE16HT 121211 " ,� I� 1 j1 , - � III a 11 s0■���■m�n�■ni�■�m■mom nmmumm�nmmnw==-�m--n�ww �� � Illllllx 1�111111111111111111111111111111111111111111'111101xlmllln® =_ T�F 5LD0 5 1$ 4 FRONT SOUTH ELEVATION 50ALE: HATr,H DESCSIFTION BRICK MA50NRY VENEER VELOUR BLACK BY CHEROKEE BRICK T5 6 <Z Q HORIZONTAL CEDAR 51DIN6 (VINYL OR ALUMINUM ARE PROHIBITED). PROFILE 4 FIN15H BY OWNER N VERTICAL BOARD AND BATTEN SIDING (VINYL OR ALUMINUM ARE PROHIBITED). COLOR ALABASTER WHITE 0 5W 1008 OR EQUAL PROFILE � FIN15H BY OWNER I m cv O s EXTERIOR L16HT FIXTURE ° COLOR, PROFILE I$ FIN15H BY OWNER 0 NOTES 35' MAX HE16HT 1211 121 611p I I;� _ a6�1 R- ml liml nnnnnunnnnnluuxlmunlmlmnnlnmmnnnnnnnmm�nnunnmlununnmmlmnnnminunnnmm�mnnnnxnmm�nunnnnmm�mnnm T"`F BLD0 11$ 2 REAR WIEST ELEVATION SCALE: O lL '::Z=1 U A V LIC Ir LIT ■111■I■111■I■111■I■111■1■111■I■111■I■111■I■111■I■111■I■111■1■111■I■111■I■11 Ilmlll/I�Illmlll�mlll�ll■�n�l■111�I�111�I�111m111�1�111�1�� ��I�Ir�ml���.. �r■.n.nr■ �.n.r��. �o�r�l� • _ • 0Fal IN ® I�Illllllmlmllnllllllnmllmxmixl ..---�---_----- mmtmm�nnnmm�nnxnmmnmmnnnmm�mm�nnnnmmnunmmmm ❑ �_= --- == �=_ _ -1�1� __� _ — _ __- __ _=------------ ._ ---------- - _------ - - -- -- --------------- --- TYF BLD& i 50ALE: 1/8"= I'-O" 1$ 4 SIDE ELEVATION 35' MAX HE16HT 1a2" ' _ ^ 12" %' I I II 11 1 1 11 I I I I I I1 1 1 11 I I i 1 11 I I 111 1 I 1 11 I I III 11 1 1 11 I TYF 5LOO 5 1$ 4 REAR NORTH ELEVATION 5CALE: NOTE: ASPHALT 5HIN6LE5 1) MATERIALS FIN15H, PROFILE, AND COLOR PER OWNER SELECTION AND PROFILE � FIN15H BY OWNER 5UBJECT TO FINAL APPROVAL IN COMPLIANCE WITH CODE 5EGTION 26-1106 2.) ALL UTILITY AND MECHANICAL EQUIPMENT SHALL BE 5GREENED IN HARDBOARD 51DIN6 (VINYL OR ALUMINUM ARE ACCORDANCE WITH CODE 5EGTION 26-1106 PROHIBITED). PROFILE 4 FIN15H BY OWNER THESE DOCUMENTS ARE COPYRIGHTED AND ARE SUB,EGT TO GOPYRI6HT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.G. AS AMENDED DEC. I, 1990 AND KNOWN AS THE "ARCHITECTURAL WORK5 GOPYRIGHT PROTECTION ACT OF 1490." THE PROTECTION INGLUDES BUT 15 NOT LIMITED TO, THE OVERALL FORM AS I^ELL AS THE ARRANGEMENT AND COMPOSITION OF 5PAGES AND ELEMENTS OF THE DESIGN. UNDER 5UCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE GESSA- TION OF SUCH CONSTRUGTION OR BUILDINGS BEING SEIZED AND/OR RAZED sW s = Z :Z: a DRAM 1%5, 6AH DATE Olf —O 1-22 PRO-£GT r 2-164 REVI51ON5 ARC,HITEGTURAL E3UILIDINO ELEVATIONS SHEET # TABOR STREET TOWNS UDS FL CE SUE31D V 5 ON A f=Of;;��fiION OF LOT 9, LEE SUE3EDlVISION, LOCATEID IN fikAE N.E., 1/4 OF SECTION 20, fiOWN5Hlf= 3 5OUik4, fRANGE ��9 WEST/ OF THE eTH f=P1, COUNT"r OF JEFFEfR50N STATE OF COLOf;i�AIDO, 4503=4539 TAE30R 5TREET/ WHEAT RIDGE/ CC - - ✓✓ 1-IR/� I ILIVI I I �4 w a b �� �Lu -I- = u1 m ILI x 4 O _ - - 7 701 ❑0 F -- -- — — — — - ----- -- - - fiYF BLD6 5 EAST SIDE ELEVATION • • I '■1■1■I■1■1■1■1�1■I■1�1■I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■i■1■1■I■1��■I■1■1 Ilmlll�m11�1�11�m11�1� �I�11�1■�i���l� 1��I■111�I■�II��I�I�I■�1��I�11�1■i�im�l�ll���/I��D�I■�I���I ni ral❑-- NO ru-1 mwmiwnnwmwnwnnu�mnuunr —__—_ _ _ � _= __- __-- ____-_____- _ ___ ___ nnnnnunnnnnnnnnunnnnnnnnnnnununnmuuuuunuuununnnun _________��__________ =- _- _-_-_ _----------- �= —_- — � __ =- �___ �=== __ '= � =====- _ _ _- _____- _= =-======-=-=== fiYF BLOO 5 > NEST SIDE ELEVATION SCALE: I/8"= I'-O" BUILDING MATERIAL LEGEND HATC,H DESCRIPTION BRICK MA5ONRY VENEER I VELOUR BLACK BY CHEROKEE BRICK Isi 6 Q Q HORIZONTAL CEDAR SIDING (VINYL OR ALUMINUM ARE PROHIBITED). PROFILE 4 FIN15H BY OWNER N VERTICAL BOARD AND BATTEN 51 D I N6 (VINYL OR ALUMINUM ARE PROHIBITED). COLOR ALABASTER WHITE 0 5W 1008 OR EQUAL PROFILE � FIN15H BY OWNER I m N O EXTERIOR L16HT FIXTURE ° COLOR, PROFILE $ FIN15H BY OWNER 0 ASPHALT 5H I N6LE5 PROFILE $ FIN15H BY OWNER HARDBOARD 510IN6 (VINYL OR ALUMINUM ARE PROHIBITED). PROFILE � FIN15H BY OWNER 55'MAX H1=16HZ_-- -- -- _ -- -- -- -- -- -- 1211e-- i" _-,LLE 17:11 FEI FE71 1111 1731 111111111 11 1 11 FE71 III III �I�!' II II�II II'� ICI' II I� �■mmn��mn�rmmmllmm mm>t1tn��mnim�mmm�mm� NOTES BLD6 5 REAR OARAOE SOUTH ELEVATION SCALE: NOTE: 1.) MATERIAL5 FIN15H, PROFILE, AND COLOR PER OWNER 5ELEGTION AND 5UBJEGT TO FINAL APPROVAL IN COMPLIANCE WITH CODE SECTION 26-1106 2.) ALL UTILITY AND MECHANICAL EOU I PMENT SHALL BE 5GREENED IN ACCORDANCE WITH CODE SECTION 26-1106 THE5E DOGUMENT5 ARE COPYRIGHTED AND ARE SUB-ECT TO COPYRIGHT PROTECTION AS AN "ARGHITECTURAL WORK" UNDER 5EGTION 102 OF THE COPYRIGHT ACT, I? US.C. A5 AMENDED DEC. I, I990 AND KNOWN A5 THE "ARCHITECTURAL WORK5 COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT 15 NOT LIMITED TO, THE OVERALL FORM A5 WELL A5 THE ARRANGEMENT AND COMPOSITION OF 5PAGE5 AND ELEMENT5 OF THE DE5IGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THE5E PLAN5, WORK, OR FORM5 FRE5ENTED CAN LEGALLY RESULT IN THE CE55A- TION OF 5UGH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED s1 1, o� r N X v > v O m � r � N Z ® } w s K N QL K DRAwr 1%5, GAH DATE O°I—O I —Z2 PRO.EGT NMBER 21 �,i 4 REV1510% ARC,HITEr-,TURAL BUILDIN& ELEVATIONS SHEET # F � ulll�l TABOR STREET TOWNS f=L CE SUE3[D V 5 ON A f=OfilON OF: LOT 9, LEE SUBDIVISION, LOCATED IN THE N.E./ 1/4 OF SECTION 20, fiOUUNSHlI= 3 SOUfiH, f;RANG3E (oc3 LIJESfi, OF: THE rofiH f=_M., CCUNT"r OF JEFFEf;RSCN STATE OF COLOfRAEDO, 45034539 TAE30f;R 5TREET/ WHEAT RIDGE/ CC a! 2 STEEL P05T, TYPICAL WOOD FRAME FENCE WITH HORIZONTAL 510IN6. COLOR AND PROFILE TO MATCH ADJACENT BUILDING. -\ IZ C) In O CV O EXPAN51ON JOINT WITH JOINT FILLER AND GONT. SEALANT, TYP. TRASH ENCLOSURE PLAN SCALE: 1/2"= I'-0" TRA5H ENGL05URE 6ATE5:HORIZONTAL SIDING, COLOR AND PROFILE TO MATCH ADJACENT BUILDIN6 w LOCATION OF TRASH ENGL05URE mm —IN —IN � r —IN w :A5H ENCL05URE \TE5: HORIZONTAL DING, COLOR AND :OFILE TO MATCH ?JACENT BUILDIN6 OOD FRAME FENCE ITH HORIZONTAL IDIN6 TEEL P05T TYPIGAL METAL GOPIN6 WOOD FRAME FENCE WITH HORIZONTAL SIDING. COLOR AND PROFILE TO MATCH ADJACENT BUILDING FIN15H 6RADE 5EE CIVIL 51DE ELEVATION TRASH EN�L0SURE ELEVATIONS SCALE: I/2"= I'-0" SCALE: 1/2"= I'-O" TOP VIEW PREFIN15HED METAL BIKE RAC 5URFAGE GRADE FRONT VIEW T"rF I SAL BIKE RACK DETAIL SCALE: 1/2"= I'-O" =Iv illI'-44° FRONT ELEVATION TRASH GAN DETAIL SCALE: 1/2"4-0" BOTTLES o � n 0 51DE ELEVATION LENGTH VARIE5 NOTE: ELEVATION 15 REPRESENTATIONAL ONLY. FINAL FENCE DE516N BY OTHERS AND WILL NOT EXCEED 6' IN HEII6HT AND WILL COMPLY WITH CITY OF WHEAT RIDGE 5TANDARD5 AND REQUIREMENTS. O � 1 m �r �r IIII -FRONT VIEW - I 1I-. -I 11—III—I I I I �: I I 1=1 I I —III —I 11=1 I I i f ' 11 I I1 I I a III —I II I —I I; 111-111-1 �- -1 22.,E IIII�IIIII�Il111;,I1111� R16HT 51DE VIEW " 5GH. 40 5TEEL PIPE NOTE: TRASH GAN 15 REPRESNNTATIONAL AND ACTUAL DE516N MAY VARY. TRA5H CAN SELECTION PER OWNER PLAN VIEW LEVEL TOP RAIL W/ GAP P05T HOG FENCE PANEL5, - - MAX 4"X4" MESH _--- BOTTOM RAIL - II- 6RADE, 5EE CIVIL —III—III '. III=IIIIIIIII=IIIIII—III—' —III—III a .III—IIIIII—III=III=J11— I —III—III III —I f li I I_i' I 11=1 =1 f I 1 I 1 1 I'_ I —I 11=III I I 1=1 I F117 IIIIIIIII (IIil11III11II111I� F OPOSED T�F I GAL 4' FENCE DETAIL 56ALE: 1/2"= I'-O" Ill SQUARE SOLID BAR FULL RADIUS ON THE BENCH 5LAT5 TO MATCH END FRAME NOTE: ELEVATION 15 REPRESENTATIONAL ONLY. FINAL FENCE DE516N BY 5EGTION WELD5 OTHER5 AND WILL NOT EXCEED 6' 6ROUND SMOOTH IN HEII6HT AND WILL COMPLY WITH CITY OF WHEAT RI1?6E 5TANDAR05 0 AND REQUIREMENT5. 7�f=1GAL E3ENGH DETAIL SCALE: 1/2"= I'-O" 3/16" X 1 1/2" FLAT BAR-/ 1.50 X .120 TUBE 0 N NOTE: BENCH FINAL FIN15H MATERIAL, GOLOR AND QUANTITIES 5ELEGTED BY OWNER PRIOR TO CON5TRUGTION. 3" I'-104" LENGTH VARIES t'KONI VItW _I . I _ 111 I —III —III 1 —III—III—I 1 I—III=III—I 1 I —III —III —III I- -I -1 � I —I i I I I —I 1 I —I 11=11 I —I 11=1 11=1 I I —III —III —I 1 I � I 1 I —I 11= =1 I —III III —III —I I I —I 11 III—IIII I I —III —I III—i I III —I 111 I' —III—III I I I —I 1I— �' -1�-Ii1-1iI-1i1II1- III 11 i11 EXISTING 7,rF I GAL 61 FENCE DETAIL (TO RDMA I N) SCALE: LEVEL TOP RAIL 5 1/2" X 5 1/2" P05T 1 1/2" X 3 5/S" HORIZONTAL RAIL I" X 6" FENGE BOARD5 — BOTTOM RAIL — CONCRETE GURB 5EE CIVIL III III � 111—I� —11 I —I 1 I —_III_ Illlillll'' THESE DOGUMENT5 ARE COPYRIGHTED AND ARE SUB-ECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 11 U5.0. AS AMENDED DEG. I, 1990 AND KNOWN AS THE "ARCHITECTURAL WORK5 COPYRIGHT PROTECTION ACT OF 1490." THE PROTECTION INGLUDE5 BUT 15 NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND 6OMP051TION OF 5PAGE-5 AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CE55A- TION OF SUCH CONSTRUCTION OR BUILDING'S BEING SEIZED AND/OR RAZED N DRAM DLB, GWH DATE Oq-OI-22 PRO-EGT HA13ER2164 REVISIONS DETAILS SHEET # TABOR STREET TOWNS