Attachment C - 6906 Frying Pan Rd - Utility Connection Plan

Regular Meeting, August 6, 2026 · item 4B: Outside City Utility Permit request for the property located at 6906 Frying Pan Rd. (case no. LUR2026-00025) · 2 pages

This is the text extracted from the file, without its layout, tables, or images. Use the original for anything that matters.

SITE NOTES R TE WA

1" TYPE "K" COPPER WATER SUPPLY

17' - 3 7/8" R.O.W.

WATER

Utilities shall comply with the City of Boulder Design and Construction Standards

GAS

1" WATER METER

.O.W.

22' - 5 3/4"

5/ 8" R

CONCRETE DRIVE EQ 18' - 0"

35'-0" HOA FRONT SETBACK

DS/SB

26' - 1 1/2"

GAS METER

GAS

DS/SB 7'-0" ZONING SIDE SETBACK

A/C CONDENSER GAS

10'-0" HOA SIDE SETBACK

CONCRETE WALK

LINE OF ROOF AVOBE, TYP

DS/SB HATCH INDICATES AREA OF WEED BARRIER AND GRAVEL TO MEET DEFENSIBLE SPACE STANDARDS SLOPE: 2%

DN 18"

DS/SB

CONCRETE PATIO

DS/SB

CONCRETE PATIO

5182.40

DN 4"

134' - 5 1/2" LOT DEPTH

DN 4"

36' - 6"

F.O. FINISH

SLOPE: 2%

EV CAPABLE SPACE

10'-0" HOA SIDE SETBACK

7'-0" ZONING SIDE SETBACK

SWALE

125' - 0" LOT DEPTH

ELEC.

6902 FRYING PAN LOT 21

SUMP BELOW 6910 FRYING PAN LOT 19

6906 FRYING PAN ROAD LOT 20

5' - 0"

SITE PLAN LEGEND PROPERTY LINE

Date

Description

DN 4"

SITE SETBACKS - ZONING

DN 4" DS/SB SLOPE: 2%

DS/SB

25' - 2 1/2" TO F.O. FINISH

SURVEY POINT WV

DN 4" DS/SB

10' - 6" FDN

WATER VALVE

TO PL H

15'-0" ZONING REAR SETBACK

LINE OF ROOF ABOVE, TYP

6' - 0" (E) EASEMENT

6'-0" EASEMENT 6' - 0" (E)

FIRE HYDRANT Y D

WATER METER

SANITARY SEWER MANHOLE

OHU

OVERHEAD UTILITY SERVICE

SANITARY SEWER LINE

WATER

WATER SERVICE LINE

STORM

STORM SEWER

DS/SB

EASEMENT

25' - 3 3/4" FDN TO PL

2' - 0"

EASEMENT

CONCRETE PATIO

25'-0" HOA REAR SETBACK

DS/SB

LINE OF ROOF ABOVE

25' - 3 3/4" FDN TO PL

22' - 2" FDN TO PL

SETBACK

A. REPAIR OR REPLACE EXISTING CURB, GUTTER, SIDEWALK, AND ALLEY ALONG THE PROPERTY FRONTAGE THAT IS DAMAGED OR NOT TO CURRENT CITY STANDARDS, AS DIRECTED BY ROW INSPECTOR DURING CONSTRUCTION. B. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT ROW PERMITS ASSOCIATED WITH CONSTRUCTION IN THE RIGHT-OF-WAY. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT-OF-WAY TOTALING MORE THAN $20,000 REQUIRE A PERFORMANCE BOND. CONTACT THE ROW INSPECTOR FOR THIS AREA OF THE CITY AT 303-446-3469 AT LEAST 2 WEEKS BEFORE ANY ROW PERMIT NEEDS. C. ALL WORK IN THE ROW SHALL CONFORM TO CURRENT CITY AND COUNTY OF DENVER SPECIFICATIONS, SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT-OF-WAY CONTRACTOR, AND REQUIRE INSPECTION BY THE CITY PRIOR TO A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED. D. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND/OR PERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN (TCP) IS SUBJECT TO CITY AND COUNTY OF DENVER AND/OR CDOT APPROVAL PRIOR TO COMMENCING WORK ON ROADWAY ROW. A COPY OF APPROVED TCPS MUST BE AVAILABLE ON SITE DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH M.U.T.C.D., SECTION VI. E. PER SECTION 49-551.1 OF THE DENVER MUNICIPAL CODE, THE PROPERTY OWNER OR LESSEE OF ANY REAL PROPERTY IS RESPONSIBLE FOR THE CONTINUING CARE, MAINTENANCE, REPAIR, AND REPLACEMENT OF ALL IMPROVEMENTS INSTALLED IN THE PUBLIC ROW BETWEEN THE PROPERTY LINE AND THE CURB LINE ADJOINING THEIR PROPERTY.

ADJACENT PROPERTY LINE

ARCH 98' - 0" = 5182.00 NAVD88

2' - 0"

15' - 0" ZONING REAR

Seal / Signature

SITE SETBACKS - HOA

SLOPE: 2%

25' - 0" HOA REAR SETBACK

Owner

ALL EXISTING TREES TO BE PRESERVED, U.N.O.. ERECT AND MAINTAIN TEMPORARY FENCING SURROUNDING THE AREA BENEATH THE TREE IN ORDER TO MITIGATE THE CHANCE OF IMPACT INJURIES TO THE TREE DURING DEMOLITION OR CONSTRUCTION. REFRAIN FROM OPERATING CONSTRUCTION EQUIPMENT OR STRONG CONSTRUCTION MATERIALS BENEATH THE CANOPY OF THE TREE OR ENGAGING IN OTHER ACTIVITIES THAT WOULD CAUSE THE UNDUE COMPACTION OF THE SOIL IN THE TREE'S ROOT ZONE. REFRAIN FROM ANY EXCAVATION BENEATH THE CANOPY OF THE TREE THAT WOULD CAUSE UNDUE DESTRUCTION THE TREE'S ROOTS.

ARCH 100' - 0" = 5184.00 NAVD88

DS/SB

CONCRETE PATIO

DS/SB

PROPOSED 2-STORY SINGLE FAMILY RESIDENCE DN 24"

3716 61ST ST BOULDER, CO 80301

10' - 4 3/4" TO

GAS

ELECTRICAL PANEL

SUE QUINLAN A REVOCABLE TRUST

TO PL

DN 4"

10' - 0 3/4"

ATTACHED 2-CAR GARAGE

WORK SHOP COLORADO 4373 JASON STREET DENVER, CO 80211

TRANSPORTATION

SWALE

DS/SB

TO PL

10' - 6" FDN

5182.00 GARAGE DOOR THRESHOLD 10' - 2" FDN

42' - 1 3/4" FDN TO PL

35' - 8 1/4" FDN TO PL

67' - 5 1/2"

CONCRETE PATIO

FORESTRY

GAS

25'-0" ZONING FRONT SETBACK

SEE SHEET 2 FOR CITY OF BOULDER DESIGN AND CONSTRUCTION STANDARDS DETAIL 5.20

1. 2.

SLOPE: 2%

53' - 3 1/4"

25' - 0" ZONING FRONT SETBACK

LOW STEEL FENCE

GAS

WATER BACK T E S RONT BACK ING F T SET FRON " HOA 35' - 0

" ZON

SANITARY SEWER CLEANOUT

35' - 0" HOA FRONT SETBACK

25' - 0

4" SCHEDULE PVC

H .O. FINIS /4" TO F 35' - 0 1

Drawings, as instruments of services, are and shall remain the property of Workshop-Colorado LLC, whether the project for which they are made is executed or not. The drawings shall not be used by the Owner or General Contractor for other projects, for additions to this project, or for completion of this project by others, except by agreement in writing and for appropriate compensation. © COPYRIGHT WORK SHOP COLORADO, 2025

SEPARATION

17' - 9

CITY RIGHT OF WAY

GAS

10' - 0" MIN

WATER

EXISTING CONCRETE PAN TO REMAIN

5' - 0"

WATER

SETBACK PROJECTIONS LESS THAN 5' FIRE SEPARATION DISTANCE MAY EXTEND TO A MAX 2' FIRE SEPARATION DISTANCE WITH 1 HOUR FIRE RESISTIVE CONSTRUCTION ON THE UNDERSIDE WITH NO OPENINGS (SOFFIT VENTS) PERMITTED. 2. ALL DEMISING WALLS TO BE 2 HOUR FIRE RESISTIVE PARTITIONS. PROJECTIONS WITHIN 2 TO 5 FEET SHALL HAVE A MINIMUM 1 HOUR RESISTANCE ON THE UNDERSIDE PER CURRENT IRC. 3. ALL NEW SANITARY SEWER LINES TO BE CONSTRUCTED USING 4" SCHEDULE 40 PVC PIPES. 4. ALL SUMP PUMP DISCHARGE LINES TO BE CONSTRUCTED USING 3" SCHEDULE 40 PVC PIPES WITH MIN 2% SLOPE. 5. PIPING IN WINDOW WELLS CONNECTING TO THE PERIMETER DRAINS MAY SERVE AS OVERFLOW ONLY. DRAIN SHALL BE A MINIMUM OF 6" ABOVE THE COMPACTED EARTH AND 6" BELOW THE BOTTOM OF THE WINDOW. 6. GENERAL CONTRACTOR TO NOTIFY SOILS ENGINEER AFTER EXCAVATION TO REEVALUATE SOIL CONDITIONS PRIOR TO FORMING OF CONCRETE FOUNDATIONS. 7. GENERAL CONTRACTOR SHALL CALL "UTILITY NOTIFICATION CENTER OF COLORADO" (800) 922-1987 TO LOCATE UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. GENERAL CONTRACTOR TO PROTECT ALL EXISTING LANDSCAPE TO REMAIN AND SHALL PROVIDE ROUGH GRADING (TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING) AT DISTURBED AREAS READY TO ACCEPT FINAL GRADING AND FINAL LANDSCAPING. 9. ALL FINISH GRADING AND FINAL LANDSCAPING TO BE PROVIDED BY OTHERS. 10. AUTOMATIC IRRIGATION CONTROL SYSTEMS TO BE PROVIDED BY LANDSCAPE CONTRACTOR, NIC. 11. GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION FENCE W/ GATE. GATE TO BE LOCKED DAILY.

6906 FRYING PAN ROAD BOULDER, CO 80301

WATER

EXISTING MH WATER

GAS

WATER

18' - 6 1/8" R.O.W.

FRYING PAN

SANITARY SEWER

GAS

GAS SERVICE LINE

FENCE (WOOD)

FENCE (CHAINLINK) DRAIN ARROW

7' - 0" SIDE

SETBACK

10' - 0" HOA SIDE

SETBACK

100' - 0" LOT WIDTH

UTILITY POLE

SITE PLAN SCALE: 1/8" = 1'-0"

GAS

GAS METER

ELEC.

ELECTRIC METER

Description

AREA OF DISTURBANCE

SITE PLAN

HOSE BIB GAS CONNECTION

A1.0