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East Street Village PUD Plat
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East Street Village PUD Plat
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Entry Properties
Last modified
4/10/2025 1:00:44 PM
Creation date
4/10/2025 11:48:26 AM
Metadata
Fields
Template:
CITYWIDE
Also Known As (aka)
421-433 East St Final PUD
Doc Type
Mylar
Ord/Res - Year
2024
Ord/Res - Number
48
Recordation Number
4073458
Subdivision Name
East Street Village
Signed Date
10/16/2024
Property Address Number
421
Property Address Street Name
East
Cross-Reference
PC Res 2024-08
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
4/10/2025
Document Relationships
East Street Village Subdivision Plat
(Cross-References)
Path:
\RECORDED PLATS (Mylars) and CITY MAPS\Subdivisions\E
Planning Commission Resolution 2024-08
(Cross-References)
Path:
\BOARDS COMMISSIONS COMMITTEES RECORDS (20.000)\PLANNING COMMISSION\Planning Commission Resolutions\2020-2029 Planning Commission Resolutions
Resolution 2024-48
(Cross-References)
Path:
\CITY COUNCIL RECORDS\RESOLUTIONS (45.160)\2024 Resolutions
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Boulder County. CO <br />04073458 <br />Page 3 of 16 <br />EX 60" RCP STORM SEWER <br />I EX. 36" RCP STORM <br />SEWER PLUGGED AT <br />UPSTREAM INLET <br />APtto»MATERcp S OR oNm SE <br />ABANDONED EX 36 _ - ■ ■ <br />LOT 3, LOU/S14LLE MILL SITE <br />554 COUNTY RD <br />LOT 2, LOUISVILLE <br />MILL SITE <br />540 COUNTY RD <br />LOT 1, LOUISVILLE MILL SITE <br />500 COUNTY RD <br />LOT 2, MANSOUR-ENGEL <br />486 COUNTY RD <br />FX. STORM .SFWiA1 MN <br />RIM-53J7.6 <br />/NV==53W 6- <br />N1537'40 E <br />32.70' <br />LOT 4, PINE STREET PLAZA <br />1120 PINE ST. <br />Ogg/NC OF LOU/SV1LLE <br />8936'199. <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />LOT 8 <br />FFE=5332.69 <br />BFFE=5322.83 <br />8" PVC SANITARY <br />SEWER <br />t I <br />02 2 <br />C) <br />v Iy- <br />m v,O2 <br />n <br />8" PVC WATER MAIN <br />30' E.U.E. <br />N104532"W <br />1287' <br />GARAGE <br />EX. 70' EASEMENT <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 2 <br />VISITABLE UNIT <br />LOT 7 <br />FFE=5329.80 <br />BFFE=5319.94 <br />GARAGE <br />8' UTILITY <br />ESMT. <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />I•/ ' PATIO Xi\ <br />r-----�I I I <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 2 <br />ASTABLE UNIT <br />LOT 6 <br />FFE=5329.10 <br />BFFE=5319.24 <br />GARAGE <br />J ENTRY I <br />EEEE-UIILIIY ESMT. <br />LOT 30 4 WMs <br />FFE=5335.20 <br />BFFE=3525.47 <br />WATER SERVICE <br />LOT 31 (T)'P.) <br />TH TYPE 1- A BLDG 03 <br />LOT 32 <br />5' DRAINAGE ESMT. <br />LOT 33 <br />ENTRY <br />I DRAINAGE ESMT. <br />LOT 34 <br />SEWER SERVICE <br />-.. (TOP.) <br />GARAGE I I <br />II <br />GARAGE <br />8' UTIUTY ESMT. <br />GARAGE <br />TER SERVICE <br />(TYP.) <br />LOT 15 <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />FFE=5333.46 <br />BFFE=5323.60 <br />TH TYPE 2 - A BLDG 03 <br />LOT 35 <br />FFE=5336.80 <br />BFFE=5327.07 <br />LOT 36 <br />E E E r XCEL ESMT. <br />BI" 4 <br />ENTRY <br />;LATER <br />__ <br />8" PVC WATER MAIN <br />8' UTILITY ESMT. <br />GARAGE <br />LOT 14 <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />FFE=5333.08 <br />BFFE=5323.22 <br />t <br />EAST ST VILLAGE <br />421-533 EAST ST - FINAL PLANNED UNIT DEVELOPMENT <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />CASE #PUPL-0427-2022 <br />LOT 3, PINE STREET PLAZA <br />1150 PINE ST. <br />ORA/NACEWAY R 07/1FA// 476 LF EX. 60" RCP STORM SEWER AT 0.50% <br />N86 4043"E 7.36' <br />N8923' E 92' <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />LOT 5 <br />GARAGE <br />SINGLE FAMILY ) SINGLE FAMILY <br />RESIDENTIAL II RESIDENTIAL <br />SFR TYPE SFR TYPE <br />LISTABLE UNIT 'ASTABLE UNIT <br />LOT 4 LOT 3 <br />W" F 5 FFE=5328.16 <br />"�g�F E- ��9 BFFE=5318.30 <br />8" PVC SANITASFR <br />ENTRY <br />ENTRY <br />ENTRY <br />ENTRY <br />ENTRY <br />ENTRY <br />GARAGE <br />LOT 13 <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />FFE=5332.71 <br />BFFE=5322.85 <br />EX 30' INGRESS EGRESS; <br />U77L/TY, DITCH AND <br />DRAINAGE EASEMENT <br />LOT 2, LOMBARDI SUBDIVISION <br />415 EAST ST. <br />GARAGE <br />ENTRY <br />ENTRY <br />ENTRY <br />I.ENTRYI IV <br />4 WMs <br />GARAGE <br />LOT 23 <br />FFE=5334.O5 <br />BFFE=5324.32 <br />TH TYPE 1 - C BLDG 02 <br />LOT 25 <br />5' DRAINAGE ESMT. <br />RY WATER SERVICE <br />(TOP.) <br />r 1 T ENTR <br />ENTRY <br />ENTRY <br />I <br />TH TYPE 2 - C BLDG 02 <br />LOT 28 <br />FFE=5336.05 <br />BFFE=5326.32 <br />LOT 29 <br />GARAGE <br />LOT 12 <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />FFE=5332.34 <br />BFFE=5322.48 <br />N8951' O""W 3 <br />RIM=5326.1 <br />/NV=5317.5 <br />46.2 IF EX. 305(19" NERLP <br />AT 0.56% STORM CULVERT <br />(NV=532343 <br />5012902E 1.33' PRIVATE STORM SEWER <br />OWNER: CITY OF LOUISVILLE (SEE SHT 3) <br />PATIO <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 2 <br />LISTABLE UNIT <br />LOT 2 <br />FFE=5327.90 <br />BFFE=5318.05 <br />GARAGE <br />to <br />of <br />SEWS- SERVICE'' <br />TOP.) <br />26' ACCESS <br />ESMT. <br />GARAGE <br />LOT 11 <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />FFE=5331.97 <br />BFFE=5322.11 <br />4 <br />GARAGE - .0. <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />180.1' <br />• <br />f <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />LOT 1 <br />r. <br />" PVC SAPITARY SEWEIF <br />GARAGE <br />LOT 10 <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFR TYPE 1 <br />FFE=5331.58 <br />BFFE=5321.72 <br />G G - <br />OVH <br />�J 1) Ir � <br />r4 <br />GARAGE <br />n <br />30' E.U.E <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />GARAGE <br />30' E.U.E. <br />GARAGE <br />UTIUTY <br />9 T. <br />SINGLE FAMILY <br />RESIDENTIAL <br />SFRTYPE 1 <br />FFE=5331.21 <br />BFFE=5321.35 <br />LOT 1, LOMBARDI SUBDIVISION <br />419 EAST ST. <br />EX. 20' ACCESS, DRAINAGE <br />AND U1/L/TY EASEMENT <br />U LITY <br />ES T. <br />b I ENTRY I I <br />LOT 16 <br />FFE=5332.90 <br />BFFE=5323.17 <br />LOT 17 <br />THTYPE 1-BBLDG 01 <br />LOT 18 <br />5' DRAINAGE ESMT. <br />-SEWER SERVICE <br />(TYP.) <br />LOT 19 <br />8' UTILITY ESMT. <br />Ln <br />ENTRY <br />ENTRY <br />'_ <br />ENTRY <br />ENTRY C <br />I ENTRY I <br />THTYPE2-BBLDG01 <br />LOT 21 <br />FFE=5333.20 <br />BFFE=5323.47 <br />LOT 22 <br />PRIVATE STORM SEWER <br />I(SEE SHT 4) <br />ENTRY <br />c <br />INV==5326.74 <br />44.0 LF EX 24 "r12" /IERLP <br />AT 0.22% STORM CULVERT <br />ENTRY <br />ENTRY <br />TRACT 705-5 AND 705-C <br />417 EAST ST. <br />CM <br />N <br />E <br />0 <br />BFGIN FX. SANITARY SPIER <br />REPLACEMENT REPLACE EX. VCP WITH <br />PVC (SDR 35) 20' UPSTREAM AND <br />DOWNSTREAM OF NEW MANHOLE <br />/NV==5323.17 <br />REPLACE EX. VCP <br />WITH PVC (SDR 35) <br />DRA/NAGEWAY R 01/TEA/I <br />7---- <br />EX. 60" RCP STORM SEWER <br />CONNECTION TO EX. SANITARY SEWER <br />NNFCTION TO FX. WATER <br />REMOVE EX. SANITARY <br />SEWER MANHOLE <br />EX. SANITARY SEWER MN <br />R/M=532o.zu <br />/NV IN(S)=5312.50 <br />/NV OUT(N)=5372.40 <br />REPLACE EX. VCP <br />WITH PVC (SDR 35) <br />EX. SANITARY SEWER MN <br />R/M=5326.20 <br />/NV /N(S)=5315.20 <br />/NV OUT(N)=5314.60 <br />11' RIGHT-OF-WAY <br />DEDICATION <br />CONNECTION TO EX. WATF <br />CONNECTION TO EX. SANITARY SEWER <br />REPLACE EX. VCP <br />WITH PVC (SDR 35) <br />EX. SANITARY SEWER MN <br />R/M=5329.30 <br />/NV /N(S)=5314.76 <br />/NV OUI(N)=5314.16 <br />EX, SANITARY <br />SEWER REPLACEMENT <br />/NV=5376.64 <br />SThe anitas <br />VERTICAL DATUM: <br />NAVD 88 <br />30 20 10 0 30 60 <br />O <br />C <br />O <br />C <br />O <br />SCALE: 1"=30' <br />ABBREVIATIONS <br />AC <br />CONC <br />E <br />ESMT <br />E.U.E. <br />EX. <br />F <br />INV <br />IR <br />LF <br />MH <br />NGVD <br />PVC <br />RCP <br />R.O.W. <br />S <br />SHT <br />STM <br />TYP <br />VCP <br />W <br />WM <br />ACRE <br />CONCRETE <br />ELECTRICAL SERVICE <br />EASEMENT <br />EXCLUSIVE UTILITY EASEMENT <br />EXISTING <br />FIRE SERVICE <br />INVERT <br />IRRIGATION WATER SERVICE <br />LINEAR FOOT <br />MANHOLE <br />NATIONAL GEODETIC <br />VERTICAL DATUM <br />POLYVINYL CHLORIDE <br />REINFORCED CONCRETE PIPE <br />RIGHT-OF-WAY <br />SANITARY SEWER SERVICE <br />SHEET <br />STORM <br />TYPICAL <br />VITRIFIED CLAY PIPE <br />DOMESTIC WATER SERVICE <br />WATER METER <br />KEY NOTES <br />i <br />EXCLUSIVE UTILITY EASEMENT (E.U.E.) FOR WATER <br />SERVICE CURB STOP AND METER SETTING (TYP) <br />DRAINAGE EASEMENT <br />CITY TO ISSUE EXCLUSIVE UTILITY EASEMENT (E.U.E.) <br />CROSSING PERMITS FOR PRIVATE STORM SEWER <br />CROSSINGS. CITY TO ISSUE REVOCABLE LICENSE <br />AGREEMENT FOR PRIVATE STORM WITHIN CITY <br />PROPERTY. <br />4' WIDE PRESCRIPTIVE EASEMENT TO BE PROVIDED FOR <br />SURFACE MAINTENANCE OF SIDEWALK. THE <br />WIDTH OF EASEMENT SHALL BE MEASURED FROM <br />BACK OF PUBLIC WALK TO THE WEST (REFER TO <br />PLAT NOTE). <br />5' WIDE PRESCRIPTIVE EASEMENT FOR UTILITY <br />MAINTENANCE PROVIDED ON EITHER SIDE OF 30' <br />E.U.E. (REFER TO PLAT NOTE). <br />UTILITY PLAN NOTES: <br />Group <br />901 FRONT ST, SUITE 350 <br />LOUISVILLE, CO 80027 <br />303.981.9238 <br />DESIGN <br />PRACTICE INC <br />2842 W 44th <br />Denver CO 80211 <br />www.designpracticedenver.com <br />info@designpracticedenver.com <br />PHONE_303 561 3000 <br />LEGEND <br />PROPERTY BOUNDARY. <br />ADJACENT LOT LINE <br />EASEMENT, <br />CHANNEL OR SWALE FLOWLINE <br />FENCE <br />EXISTING <br />STORM SEWER PROPOSED <br />EXISTING <br />SANITARY SEWER PROPOSED <br />EXISTING <br />WATER. - ,PROPOSED <br />IRRIGATION SERVICE PROPOSED <br />NATURAL GAS EXISTING <br />PROPOSED <br />ELECTRICAL. EXISTING <br />•.PROPOSED <br />I'll''' <br />SS <br />SS <br />w• <br />IR <br />G <br />G <br />OVH <br />E <br />EXISTING <br />UTILITY MANHOLE. - .PROPOSED <br />. EXISTING (1 <br />FIRE HYDRANT. . PROPOSED i� <br />EXISTING. <br />WATER VALVE - PROPOSED <br />EXISTING. <br />WATER METER . PROPOSED <br />LIGHT POLE EXISTING <br />PROPOSED <br />.EXISTING. <br />SIGN - PROPOSED <br />• <br />Alb <br />flu <br />EXISTING CONCRETE . <br />PROPOSED STANDARD CONCRETE <br />EXISTING ASPHALT PAVEMENT <br />EXISTING TREES, <br />PROPOSED TREES <br />1. UTILITY PLAN IS CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE <br />DURING CIVIL ENGINEERING REVIEW PROCESS. <br />2. EXISTING WATER AND SANITARY SEWER SERVICES ON EAST STREET <br />TO BE ABANDONED AS DIRECTED BY THE CITY. <br />3. CITY NOT RESPONSIBLE FOR SURFACE REPAIRS IN OUTLOTS A/B/C <br />AND WITHIN EXCLUSIVE UTILITY EASEMENT CAUSED BY OPERATION, <br />MAINTENANCE, AND REPAIR OF CITY WATER AND SANITARY UTILITY <br />LINES. <br />SANITARY SEWER UTILITY NOTES: <br />1. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM COVER OF 4.0' <br />FROM TOP OF PIPE TO FINAL FINISHED GRADE. <br />2. SANITARY SEWER SERVICE LINES SHALL BE SDR 35 GRAVITY SEWER <br />PVC PIPE AT A 2.0% MINIMUM SLOPE (UNLESS OTHERWISE NOTED). <br />SEWER SERVICE LINES SHALL BE GREEN OR OTHER ACCEPTABLE <br />COLOR (NOT WHITE PVC). <br />3. ALL UTILITY CLEANOUTS SHALL BE TRAFFIC RATED. <br />4. SEWER SERVICE LINES SHALL NOT BE INSTALLED CLOSER THAN 5' <br />FROM ANY BUILDING CORNER, COLUMN OR INTERIOR STRUCTURAL <br />WALL AND SHOULD PENETRATE THE STRUCTURE AT APPROXIMATELY <br />RIGHT ANGLES. <br />Know what's below. <br />Call before you dig. <br />ISSUED <br />NO. DESCRIPTION <br />1 PRELIMINARY PUD <br />2 PRELIMINARY PUD <br />3 PRELIMINARY PUD <br />4 PRELIMINARY PUD <br />5 FINAL PUD <br />6 FINAL PUD <br />UTILITY CONNECTION PLAN <br />WATER UTILITY NOTES: <br />0 <br />• <br />0 <br />0 <br />T <br />1. TRACER WIRE SHALL BE INSTALLED ON ALL NONMETALLIC WATER <br />LINES. <br />2. WATER SERVICE LINES 3-INCH DIAMETER OR GREATER SHALL BE <br />SHALL BE AWWA C900 CLASS 200 PVC PIPE DR14. <br />3. WATER LINE FITTINGS SHALL BE DUCTILE IRON OR CAST-IRON SHALL <br />BE AWWA C110 CLASS 250. <br />4. ALL WATER LINE FITTINGS SHALL BE POLYETHYLENE ENCASED. <br />5. ALL WATER SERVICE SHALL HAVE A MINIMUM OF FOUR AND A <br />HALF (4-1/2) FEET COVER AS MEASURED FROM TOP OF PIPE TO <br />FINAL GRADE AND BE PLACED NO DEEPER THAN 10'. <br />6. WATER SERVICE LINES SHALL HAVE A MINIMUM OF EIGHTEEN <br />INCHES (18-IN) OF VERTICAL CLEARANCE FROM OTHER UTILITIES AS <br />MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. WATER <br />LINE SHALL BE CONSTRUCTED ABOVE SANITARY SEWER AND STORM <br />WATER LINES UNLESS OTHERWISE NOTED ON THESE PLANS. <br />7. WATER SERVICE LINES 2-INCH DIAMETER OR LESS SHALL BE TYPE K, <br />SOFT COPPER CONFORMING TO ASTM B88. FITTINGS SHALL BE <br />BRASS OR COPPER ALLOY. CONNECTIONS SHALL BE BY FLARED <br />JOINTS. <br />8. WATER SERVICE METER PITS MUST BE LOCATED IN LANDSCAPE <br />AREAS. <br />DATE NO. DESCRIPTION DATE <br />07-28-2022 <br />02-10-2023 <br />05-30-2023 <br />08-08-2023 <br />12-12-2023 <br />01-19-2024 <br />SHEET: 3 <br />SCALE: 1" = 30' <br />DATE: JAN 19 2024 <br />
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