My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Colorado Technological Center Filing 1 Lot 7 Block 4 Motherlode Building PUD
PORTAL
>
RECORDED PLATS (Mylars) and CITY MAPS
>
PUD (Planned Unit Developments)
>
C
>
CTC Filing 1 Block 4
>
Colorado Technological Center Filing 1 Lot 7 Block 4 Motherlode Building PUD
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/30/2024 12:06:46 PM
Creation date
8/16/2022 9:31:39 AM
Metadata
Fields
Template:
CITYWIDE
Also Known As (aka)
Motherlode Building
Doc Type
Mylar
Ord/Res - Year
2020
Ord/Res - Number
32
Recordation Number
3976929
Subdivision Name
Colorado Technological Center Filing 1
Signed Date
7/12/2022
Property Address Number
602
Property Address Street Name
Taylor
Parcel Identification Number
157516008009
Cross-Reference
Motherlode Building
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
8/16/2022
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
PDF
Show annotations
View images
View plain text
Boulder County, CO <br />03976929 <br />3 of 10 <br />3D <br />i <br />i <br />U) <br />S. TAYLOR AVE <br />1 <br />11 <br />GAS CONNN TO <br />1 <br />1 <br />w <br />25,54 - <br />ADA CURB RAMP -, <br />(ALIGNED WITH <br />RAMP ACROSS <br />STREET) <br />MAIN (RE: XCEL) <br />11 25.79 <br />27.25 <br />1 <br />DOMESTIC ME1£Rl IRRIG`METER <br />IRRIG WATER TAP <br />NDOMESIIC WATER <br />FIREIJNE TAP do CV <br />#11FH <br />4FT MH <br />RIM 26.50 <br />(E) INV N,S 15.33 <br />(N) 6"INV E16.00 <br />8011 6° SDR35 PVC 0 5.0% <br />/ / / 17 <br />w Db <br />/ <br />EX 18" STORM MAIN I <br />�SD SR -S )- <br />STORM NH <br />RIM 5326.70 <br />'INV532 <br />3.40 5321.4020 tin <br />26.12--- <br />27.25 I-, <br />i <br />i <br />(1„ <br />M <br />UI <br />EX SANITARY SEWER <br />L <br />H RIM=5326.80 <br />II INV N=5315.60 <br />INV OUT=5315.55 <br />I <br />I <br />I <br />I <br />I <br />3 I INV N,SE 22.40 <br />26.20 - <br />26,08 74 <br />rd/ <br />I <br />ii <br />6 <br />6.50 <br />I $ <br />I 30" DRAIN BASIN <br />RIM 26.75 <br />r26 <br />27.50� <br />27.00a <br />r. <br />5LF t2" SCH 40 <br />PVC 0 2.0% <br />IO NOT ISTURB <br />ISTFH <br />27.00 <br />27.25 <br />IW <br />26.48 - . <br />IW <br />E <br />0 <br />0 <br />V <br />/w <br />PROJECT BENCHMARK <br />ELEVATION = 5326.06' <br />6.13 <br />+27.2 <br />Y <br />T1 <br />b <br />TA- <br />1- <br />ADA SIDEWALK RAMP <br />-L- <br />1 <br />LSCP <br />AMENITY PLAZA <br />GAS METERS SET BEHIND <br />MONUMENT SIGN <br />(SEPARATE PRMIT <br />..r 28.22 <br />I • <br />5' CONC WALK <br />LSCP <br />28.76 <br />ENTRY PLAZA <br />28.76 <br />T5 DOMESTIC WATER CONN <br />PEIT, FDC LOCATION AT <br />BLDG CORNER <br />27.00 EXIT <br />WMX <br />28.08 <br />Mt) <br />UE <br />SET 40' OFF ET <br />INV 20.00 <br />17, <br />PVC 0 5.0% <br />WV 2010 <br />PVC 0 0.5% <br />26.50 <br />Zt <br />25 <br />24 <br />iLLt <br />10 <br />FLUSH Vg WALL <br />INV n. <br />22.00 0% <br />CMU WALL <br />GAURDRAILS <br />w <br />UE <br />22.90 <br />DETENTION <br />POND <br />SRITIC <br />23.10 <br />UE <br />EXIST <br />5329- <br />TRANSFORMER <br />22.50 <br />12" PVC CUT <br />FLUSH Wi WALL <br />INV 22.50 <br />12" PVC CUT <br />FLUSHW/ WAIL <br />d 4 1 <br />%\kt 28.76 \- V CONC WALK <br />Ili <br />-- 30" DRAIN BASIN RIM <br />.o "ti3O :4 <br />WATER SERVICE SIZING IS <br />CONCEPRIAL AND SURECT TO <br />CHANGE DURING CIVIL PLAN <br />REVIEW PROCESS. <br />FROM WATER MAW GATE <br />VAL1E IS PRIVATELY <br />MANTAINED BY THE OWNER. <br />INV 20.60 <br />30' DRAIN BASIN <br />RIM 28.35 <br />BLK 4 LOT 8 CTC 1ST FILING / <br />• <br />LSCP <br />602 TAE7LOR AVE / <br />FEEL 100'0" <br />EL 5328.80 <br />CTC 1ST FILING 4/° <br />ALL ONSITE STORM SEIERS, <br />DETENTION POND AND ROOF <br />DRAINS ARE PRIVATELY OWED <br />AND MAINTAINED <br />7- 8" RD CONN <br />INV 25.47 <br />SD <br />ADA ACCESS AISLE gl <br />MAX SLOPE IN <br />ANY DIRECTION <br />27.84 <br />\tfr <br />PVC 0 2.0% <br />PeR*114 <br />cfNiN-4V <br />UE <br />27.75 <br />NYLOPLAST INLET <br />FL 5326.14 <br />INV (W) 5322.78 <br />0.6% <br />2141 <br />SPILL CURB <br />UE <br />LSCP <br />• limo <br />UE <br />UE <br />SHARED LOADING DOCK DOOR <br />UNLOADING VESTIBUILE FOR/ <br />DUAL TENANTS' <br />(PER BUILDING PERMI1 <br />TRENCH DRAIN TO <br />SANITARY (RIM 24.75) <br />(PER BUILDING PERMIT) <br />DOOR TYP <br />COVERED VAN <br />UNLOADING <br />ROOF OVERHANG ABOW <br />-SD <br />PAVED DRIVE LANE <br />28.11-\ 28.11 <br />PAVED DRIVE LANE <br />3 <br />UE <br />27.89 <br />PARKING STRIPES <br />SHOWN FOR <br />CLARITY ONLY ON <br />THIS PLAN (TYP) <br />5327 <br />2.721 <br />UE <br />0 <br />4 <br />28.80 <br />4 <br />4 <br />SPOT EL = FINISHED GRADE <br />SD So <br />COVERED <br />RAMP SLOPE <br />14,2 <br />GRADES, SLOPES, ELEVATIONS, <br />AROUND ISLANDS SUBJECT TO CHANGE DURING CIVIL <br />(TYP ALL) PLAN IRDIEW PROCESS <br />/- 27.75 <br />5328 <br />j- 532,9- <br />27.97 <br />PAVED DRIVE LANE <br />TRANSFORMER LOCATION TO <br />BE FINALIZED DURING CIVIL <br />PLAN REVIEW PROCESS <br />27.53 <br />(NO PARKING) <br />UE <br />r8' WDE GARAGE <br />DOOR TYP <br />28.47 <br />DOORS TIP <br />COVERED VAN <br />UNLOADING <br />so <br />PARKING STRIPES SHOWN <br />FOR CLARITY ONLY ON <br />THIS PLAN (TYP) <br />LEGEND <br />• / SURVEY CONTROL POINT <br />tr <br />• / EXIST HYDRANT <br />GATE VALVE <br />• / EXIST SANITARY MANHOLE <br />EXIST STORM DRAIN MANHOLE <br />PROPOSED MANHOLE <br />0 CATCH BASINS it INLETS <br />PROPOSED SPOT EL <br />EXIST SPOT EL <br />CONSTANT SLOPE <br />EXIST CURB AND GUTTER <br />PROP CURB AND GUTTER <br />URINE <br />ROOF DRAIN <br />SANITARY SEWER <br />STORM SEWER <br />TELEPHONE <br />UNDERGROUND ELECT <br />WATER <br />EXIST ELECTRIC <br />EXIST GAS <br />- EXIST SANITARY SEWER <br />-SO-k- EXIST STORM DRAIN <br />EASEMENT UNE <br />6712 <br />PIZ <br />SSI <br />SD <br />Li E <br />Nip <br />BLK TOT 6 C IC 1ST HUNG <br />L <br />PROPERTY LINE <br />INV 25.47 <br />30" DRAIN BASIN <br />RIM 28.40 <br />INV W 24.38 <br />\ PAVED DRIVE LANE <br />5328 <br />LSCP <br />4 L 1 . <br />CONCRETE <br />RIP RAP <br />GRASSCRETE PAVING <br />HANDICAP CURB RAMP <br />PROPOSED INTERMEDIATE CONTOURSI <br />PROPOSED INDEX CONTOURS <br />EXISTING INDEX CONTOURS <br />EXISTING INTERMEDIATE CONTOURS <br />SETBACK <br />INV 25,47 Fr- 28.67 oar <br />rs <br />27.60--\\ <br />SD <br />k,A4 <br />• <br />28.51 <br />1 ADA ACCESS AISLE <br />& STALL 2.0% <br />MAX SLOPE IN <br />ANY DIRECTION ail <br />PAVED DRIVE LANE <br />27.23 <br />28.50 <br />LSCP <br />28.36 <br />WALL CONSTRUCTED <br />SOLELY ON LOT 8 <br />12" FROM PROP LINE <br />16,04 A. TRASH EN€L4:)SURE4 <br />7-y- are. <br />LSCP <br />SPOT EL x FINISHED GRADE <br />• <br />30.1 <br />PUIZA <br />29. <br />40, <br />SPILL CURB <br />ttr <br />2830 <br />a a <br />5329 <br />LSCP <br />28.7 <br />LSCF <br />27.00 <br />26.37 <br />1.001 <br />CNA <br />Kenny Davis Architects <br />Lakewood Calumet,. 80238 <br />Tel; 903-900-5813 <br />CREATIVE <br />CIVIL SOLUTION <br />723 Main Street, Unit 2 <br />Longmont Colorado 805M <br />301684-.8424 <br />urban design + <br />planning <br />outside la <br />2470 S. Led:gib St <br />Denver, CO 110210 <br />Motherlode <br />Bldg <br />Block 4 Lot 7 <br />TECHNOLOGICAL <br />CENTER, FIRST FILING <br />602 S. Taylor Ave <br />Louisville, CO 80027 <br />PROJ NO: 17005 <br />DATE Jan 23, 2022 <br />& GRADING PLAN <br />3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).