06-CA_FLAP_03S11(1)_100_UtilitySummaryReport_8-2-22.pdf

UTILITY SUMMARY REPORT

FLAP 03S11(1)

Reds Meadow Road

By Jacobs for

Federal Highway Administration

Central Federal Lands Highway Division

August 2022

This report provides information regarding existing utilities, conflicts between existing utilities and proposed improvements, and existing utility relocation requirements within the proposed Reds

Meadow Road project. The majority of the utilities are located within the 3R portion of the project, but some also exist on the 4R work.

I. Contact List The following list provides contact information for the utility providers involved in this project:

Utility

Type Company Contact Name Phone Number Contact Email

Status

1, 2, 3, or

Water Forest Service Nora Gamino 760-873-2414 ngamino@fs.fed.us 2

Sewer Forest Service Nora Gamino 760-873-2414 ngamino@fs.fed.us 4

Power Southern

California Edison Tim Rafferty 760-873-2902 timothy.rafferty@sce.com 4

Phone Frontier

Communications Bin Liang 951-723-0736 Bin.liang@ftr.com 4

Status 1: The utilities are in conflict with the project and REQUIRE relocation by OTHERS DURING construction requiring coordination with the contractor and utility owner. (see Additional Research or Field Investigation section below for more information).

Status 2: The utilities are in conflict with the project and REQUIRE relocation by THE PROJECT DURING construction.

Status 3: The utilities are in conflict with the project and REQUIRE relocation by OTHERS BEFORE construction.

Status 4: The utilities ARE located within the project rights of way but require NO KNOWN RELOCATION.

II. Field Investigation Utility locates and potholing were performed in October 2021 to verify locations of existing utilities in areas of anticipated conflicts. Actual pothole locations are shown on top of the pre-final plans and included in Appendix D. There were a total of 37 potholes performed over a one week period in October 2021. Appendix E includes the complete pothole report provided by C-

Below, the potholing subcontractor. The drawings have been updated to show existing utilities based on these findings.

III. Communications and Coordination On July 25, 2018, the Forest Service (FS) provided Southern California Edison (SCE) Facility

Inventory Mapping (FIM) diagrams for the project area (Appendix 1). Based on the SCE provided

FIM diagrams (See Appendix B) and the FS provided description, the power runs under and alongside the roadway from above the Pumice campground turnoff (Station 624+70) to the Reds

Meadow Resort (Station 804+50) crossing at Stations 654+00, 658+00, 784+60, and 790+00

Underground power lines are intended to be protected in place. These locations were updated in the plans based on the physical locates and potholing work.

Frontier Communications provided FIM diagrams on August 19, 2019 (Appendix C). Existing communication lines per the FIM cross the project improvements at the Minaret Vista Station

(Station 9+40); several locations along Minaret Vista Road; at Stations 30+00 and 614+00 as the lines descend into the valley; and at several locations as the line parallels Reds Meadow Road to its terminus at Reds Meadow Resort. Underground communication lines are intended to be protected in place.

Note, field investigations were unable to corroborate the location of a Frontier line in the vicinity of Station 30+00.

Based on the FS description, site visit photos from field walks (showing the slurry line), and updated FIM maps received on July 10, 2019 (Appendix A), the water line runs under the roadway from the Minaret Campground turnoff (Station 685+50) to the Reds Meadow Resort (Station

804+50). Water lines are intended to be protected in place, with the exception of two location where it will need to be relocated.

FS Sewer lines and infrastructure have been abandoned and decommissioned up to the DEPO location (Station 720+00) of the project. The remaining infrastructure will be abandoned prior to the Reds Meadow Road project construction.

The approximate utility locations have been incorporated into the 100% Design and are shown on the C-Sheets of the plan set.

Reds Meadow Road with slurry trench for the FS water line

IV. Roadway Design Recommendations Locations of sub-excavation have been modified in the 3R to minimize potential impacts to the existing waterline. Multiple culverts were also re-designed to avoid utilities. As part of this effort, several of the proposed culverts were reduced from 24-inch diameter to 12-inch diameter to avoid hitting utilities.

V. Cost Liability Based on the design updates that incorporate the pothole data, there are no conflicts anticipated with the power or phone lines. These facility should be protected in place and not have a cost liability to the project.

There will be a project cost associated with relocating the 2” HDPE waterline in two locations.

Based on the engineers estimate the cost of this work will be less than $10,000.

There is no cost liability associated with the sewer line, which should be abandoned prior to the start of construction.

VI. Appendix A – Forest Service correspondence from Nora Gamino, dated July 25, 2018 and July 10, 2019, describing the existing utilities, water and sewer locations, and additional information regarding

SCE coordination.

B – Southern California Edison correspondence from Timothy Rafferty, dated July 25, 2018, providing Facility Inventory Map diagrams

C – Frontier Communications correspondence from Bin Liang and staff, dated September 19, 2019, providing Facility Inventory Map diagrams

D – Pothole Locations on Plan Sheets

E – Pothole Report

F – Utility Data Quality Level Certification, dated August 2, 2022

Appendix A

From: Henderson, Edwin/SAC To: Donovan, Patrick/SAC Subject: FW: Reds Meadow Road: Utility Owners Date: Wednesday, July 25, 2018 4:49:33 PM Attachments: RE (External)RE (External)Reds Meadow area.msg

FYI… Erin will line you out.

From: Gamino, Nora -FS <ngamino@fs.fed.us> Sent: Wednesday, July 25, 2018 11:57 AM To: Henderson, Edwin/SAC <Edwin.Henderson@jacobs.com> Cc: Longley, Wendy (FHWA) <Wendy.Longley@dot.gov>; Weiland, Brett/COS <Brett.Weiland@jacobs.com> Subject: [EXTERNAL] RE: Reds Meadow Road: Utility Owners

SCE just gave me a map… see attached.

From: Henderson, Edwin/SAC [mailto:Edwin.Henderson@jacobs.com] Sent: Wednesday, July 25, 2018 11:51 AM To: Gamino, Nora -FS <ngamino@fs.fed.us> Cc: Longley, Wendy (FHWA) <Wendy.Longley@dot.gov>; Weiland, Brett/COS <Brett.Weiland@jacobs.com> Subject: RE: Reds Meadow Road: Utility Owners

Nora, Thank you for the thorough response! We’ll update the 30% plans and utility report accordingly. If SCE responds to your email with additional information, we can update. We’ll attempt to contact Frontier just in case they have some information. Good luck on your decommission, we’ll make note of it for the 30% submittal and revisit the status during 70%.

Ed Henderson, P.E.

Jacobs

916.286.0428 direct

916.257.2064 mobile

From: Gamino, Nora -FS <ngamino@fs.fed.us> Sent: Wednesday, July 25, 2018 11:36 AM To: Henderson, Edwin/SAC <Edwin.Henderson@jacobs.com> Cc: Longley, Wendy (FHWA) <Wendy.Longley@dot.gov>; Weiland, Brett/COS <Brett.Weiland@jacobs.com> Subject: [EXTERNAL] RE: Reds Meadow Road: Utility Owners

Here is the information I have.

In the road there are Southern California Edison electric lines, Frontier phone lines, and FS water and sewer lines.

SCE:

The local guy that I talk with at SCE is Timothy Rafferty Timothy.Rafferty@sce.com. I believe he is a planner for them. I do not have a good phone number to share. The slurry line you see in the road from Pumice CG to Minaret CG is both SCE and Frontier, so I would assume that where that slurry line starts at Pumice CG is where those lines come down the hill. From there I think they go into the ditch seeing as that is where USA dig marked them out for your geo-tech survey this spring. I’ve got an e-mail into SCE regarding where their lines drop down the hill and hit the road because I know they don’t follow the road all the way down.

Frontier:

Frontier took over all the Verizon land lines a couple years back, so they probably don’t even know what they have down there. I think they come down the hill in the same area that SCE does. Both DEPO and Bobby Tanner have land lines. I do not have anything further on this, sorry.

FS water lines:

We have a 2 inch HDPE water line in the road from Minaret CG to Reds. So where the SCE slurry line ends at Minaret, ours picks up.

If you look at it closely, you can see one slurry line coming into the CG road and another coming. We’ve conveniently made it confusing for anyone who’s interested! In my rudimentary map below, the red indicates the SCE lines are and blue is the FS water line. I would like to investigate the possibility of moving the water line to outside the road prism through this project. (Wendy – mailto:Edwin.Henderson@jacobs.com mailto:Patrick.Donovan@jacobs.com mailto:Edwin.Henderson@jacobs.com mailto:ngamino@fs.fed.us mailto:Wendy.Longley@dot.gov mailto:Brett.Weiland@jacobs.com mailto:ngamino@fs.fed.us mailto:Edwin.Henderson@jacobs.com mailto:Wendy.Longley@dot.gov mailto:Brett.Weiland@jacobs.com mailto:Timothy.Rafferty@sce.com

RE: (External):RE: (External):Reds Meadow area

From

Timothy Rafferty

To

Gamino, Nora -FS

Recipients ngamino@fs.fed.us

Yes, Sorry

Tim Rafferty

Service Planner

Bishop S/C

374 Lagoon St, Bishop, Ca, 93514

760-873-2902 W

760-920-5025 C

From: Gamino, Nora -FS [mailto:ngamino@fs.fed.us] Sent: Wednesday, July 25, 2018 11:12 AM To: Timothy Rafferty <Timothy.Rafferty@sce.com> Subject: (External):RE: (External):Reds Meadow area

Was there supposed to be an attachment?

From: Timothy Rafferty [mailto:Timothy.Rafferty@sce.com] Sent: Wednesday, July 25, 2018 10:48 AM To: Gamino, Nora -FS <ngamino@fs.fed.us> Subject: RE: (External):Reds Meadow area

Hi Nora, Here’s a copy of our FIM maps for that area. They are pretty vague, but hopefully will help a little.

Thanks

Sent: Wednesday, July 25, 2018 10:10 AM To: Timothy Rafferty <Timothy.Rafferty@sce.com> Subject: (External):Reds Meadow area

Hi Tim, Do you have any drawings showing where SCE lines are in the Reds Meadow Valley that you can share with me? We’re in the process of doing the redesign of the road and the engineers want to know what all is in the road corridor. I know SCE has lines there, but not sure where they dive down the hill and hit the road.

Thanks.

Nora Gamino Engineering & Minerals Staff Officer

Forest Service

Inyo National Forest p: 760-873-2414 c: 760-937-0336 ngamino@fs.fed.us

351 Pacu Ln Bishop, CA, CA 93514 www.fs.fed.us

Caring for the land and serving people

This electronic message contains information generated by the USDA solely for the intended recipients. Any unauthorized interception of this message or the use or disclosure of the information it contains may violate the law and subject the violator to civil or criminal penalties. If you believe you have received this message in error, please notify the sender and delete the email immediately.

image001.png image001.png image002.png image002.png image003.png image003.png image004.png image004.png

Reds Meadow FIM Maps.pdf maybe this is something we can talk about later)

FS sewer lines:

I am planning a project now to decommission all my sewer lines and infrastructure in the Valley prior to the road project. So if all goes according to plan, all the sewer lines will be abandoned and the large air release valves will be removed. I am fairly confident I can make this happen in 2019.

Let me know if you’ve got further questions.

From: Henderson, Edwin/SAC [mailto:Edwin.Henderson@jacobs.com] Sent: Wednesday, July 18, 2018 1:25 PM To: Gamino, Nora -FS <ngamino@fs.fed.us> Cc: Longley, Wendy (FHWA) <Wendy.Longley@dot.gov>; Weiland, Brett/COS <Brett.Weiland@jacobs.com> Subject: RE: Reds Meadow Road: Utility Owners

Hello Nora, Can you please help us track down the utility information listed below? We can fill in data gaps, but would like to start with what you have readily available.

Utility Owner Information:

1. Names of all utility owners along Reds Meadow Road

2. If available: point of contact, phone number, address and email for each owner

3. If available: copies of any maps, original design drawings, diagrams, sketches, etc. showing location of utilities

4. If the point of contact or maps are not available, we’ll attempt to acquire them by researching the utility owner names and general contact info.

mailto:Edwin.Henderson@jacobs.com mailto:ngamino@fs.fed.us mailto:Wendy.Longley@dot.gov mailto:Brett.Weiland@jacobs.com

Our current understanding is the following utilities exist along portions of the corridor:

USFS water pipe (2” HDPE) USFS sewer force main and one manhole in the road Telephone – owner?

Electric – owner?

Please let us know if you’d like to discuss this request.

Thanks, -Ed

Ed Henderson, P.E.

Jacobs

916.286.0428 direct

916.257.2064 mobile

NOTICE - This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited. If you have received this message in error, please notify us immediately by replying to the message and deleting it from your computer.

This electronic message contains information generated by the USDA solely for the intended recipients. Any unauthorized interception of this message or the use or disclosure of the information it contains may violate the law and subject the violator to civil or criminal penalties. If you believe you have received this message in error, please notify the sender and delete the email immediately.

Kauo, Keone

From: Henderson, Edwin/SAC

Sent: Wednesday, July 10, 2019 9:57 PM

To: Howard, Travis/RDD; Kauo, Keone

Subject: FW: Emailing: Reds Mdw System SS Plan Drawings.pdf

Attachments: Reds Mdw System SS Plan Drawings.pdf

Here is the water system diagram... Sheets 6 and 7 show what's in Reds Meadow Road.

-----Original Message-----

From: Gamino, Nora -FS <nora.gamino@usda.gov>

Sent: Wednesday, July 10, 2019 4:52 PM

To: Longley, Wendy (FHWA) <Wendy.Longley@dot.gov>; Henderson, Edwin/SAC <Edwin.Henderson@jacobs.com>

Subject: [EXTERNAL] Emailing: Reds Mdw System SS Plan Drawings.pdf

So these drawings, which are not "as-builts" are the best I have for the water system down there. The formal plan set is not going to help you as it reflects the old system and not the new water line that goes down the road.

Sorry it took so long to ship these off...

As for the wastewater system, we have abandoned all of our connections up to the point where DEPO ties in. They are in the process of rehabilitating what's left for their use only. I would assume that Deanna/Kathy could give you the design plans. Or, for a more precise location, you could put approximates into the plans and then turn as-builts over to the contract when the time comes (or amend exact locations in 2021 prior to bid).

Your message is ready to be sent with the following file or link attachments:

Reds Mdw System SS Plan Drawings.pdf

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Appendix B

From: Timothy Rafferty To: Gamino, Nora -FS Subject: RE: (External):RE: (External):Reds Meadow area Date: Wednesday, July 25, 2018 11:55:12 AM Attachments: image001.png image002.png image003.png image004.png

Yes, Sorry

Bishop S/C 374 Lagoon St, Bishop, Ca, 93514

Sent: Wednesday, July 25, 2018 11:12 AM To: Timothy Rafferty <Timothy.Rafferty@sce.com> Subject: (External):RE: (External):Reds Meadow area

Was there supposed to be an attachment?

From: Timothy Rafferty [mailto:Timothy.Rafferty@sce.com] Sent: Wednesday, July 25, 2018 10:48 AM To: Gamino, Nora -FS <ngamino@fs.fed.us> Subject: RE: (External):Reds Meadow area

Hi Nora, Here’s a copy of our FIM maps for that area. They are pretty vague, but hopefully will help a little.

Thanks mailto:ngamino@fs.fed.us mailto:Timothy.Rafferty@sce.com

Sent: Wednesday, July 25, 2018 10:10 AM To: Timothy Rafferty <Timothy.Rafferty@sce.com> Subject: (External):Reds Meadow area

Hi Tim, Do you have any drawings showing where SCE lines are in the Reds Meadow Valley that you can share with me? We’re in the process of doing the redesign of the road and the engineers want to know what all is in the road corridor. I know SCE has lines there, but not sure where they dive down the hill and hit the road.

Thanks.

Nora Gamino Engineering & Minerals Staff Officer

Forest Service Inyo National Forest p: 760-873-2414 c: 760-937-0336 ngamino@fs.fed.us

351 Pacu Ln Bishop, CA, CA 93514 www.fs.fed.us

Caring for the land and serving people

This electronic message contains information generated by the USDA solely for the intended recipients. Any unauthorized interception of this message or the use or disclosure of the information it contains may violate the law and subject the violator to civil or criminal penalties. If you believe you have received this message in error, please notify the sender and delete the email immediately.

mailto:ngamino@fs.fed.us mailto:Timothy.Rafferty@sce.com https://urldefense.proofpoint.com/v2/url?u=http-3A__www.fs.fed.us_&d=DwMF-g&c=OgZOSER8c1RLeytEexU279Q2qk0jVwkrOdYe5iSi-kk&r=UkZmaU1HvNYrod8uoIv4F8FCVsIpVZxeVhERZ5BwgeI&m=OKLFmfNrp21UkQS7RA9uBZK91as7ub_V9ycsxqtsc-k&s=Kcn5PI2Se0NLuUX-vwzEpdhmwkYMSxDrDcFeLQ_x4AY&e=

Appendix C

Kauo, Keone

From: Serrano-Stump, Desiree <desiree.serrano.stump@tesincllc.com>

Sent: Thursday, September 19, 2019 9:30 PM

To: Kauo, Keone

Subject: [EXTERNAL] Fwd: Frontier Communications - Facility map request for project located west of Mammoth Lakes

Attachments: Mammoth Lakes.zip

Attached are the completed maps for your project, Please let me know if you have any other questions.

Thank you, ---------- Forwarded message ---------

From: Shinn, Meredith <meredith.shinn@tesincllc.com>

Date: Mon, Aug 19, 2019 at 7:16 AM

Subject: Re: Frontier Communications - Facility map request for project located west of Mammoth Lakes

To: Serrano-Stump, Desiree <desiree.serrano.stump@tesincllc.com>

See attached zip file. 5 maps.

I am not seeing Reds Meadow Rd. Agnew Meadows goes into, Minaret Summit Rd in FROGs and in Google Earth. Since there are only 2 street names on the vicinity map this is what I found. My apologies if this in incorrect. If not correct please send me a vicinity map that has more information on it.

Thank you

On Sun, Aug 18, 2019 at 10:17 PM Serrano-Stump, Desiree <desiree.serrano.stump@tesincllc.com> wrote:

Please process this request, Thank you, ---------- Forwarded message ---------

From: Serrano-Stump, Desiree <desiree.serrano.stump@tesincllc.com>

Date: Sun, Aug 18, 2019 at 10:16 PM

Subject: Re: Frontier Communications - Facility map request for project located west of Mammoth Lakes

To: <Keone.Kauo@jacobs.com>

Keone, I have received your request. Due to the high volume of map requests Frontier receives, your request is scheduled to complete 4-6 weeks from date your request was received. However, i will do my very best to get it completed sooner. Please be aware of the map fees: $50 the first map and $15 every subsequent map. Once i determine the number of maps that meet your request SPB will then send a billing letter to you with the balance due.

Once payment is received by SPB I will send you your maps.

Please let me know if you have any other questions.

On Fri, Aug 16, 2019 at 3:41 PM Edrozo, Lewis <lewis.edrozo@ftr.com> wrote:

Please process this customers request.

Thank You

Lewis Edrozo

Sr. Network Engineer

760-375-6616 (o)

760-577-5787 (c) lewis.edrozo@ftr.com

From: Liang, Bin <bin.liang@ftr.com>

Sent: Friday, August 16, 2019 3:14 PM

To: Edrozo, Lewis <lewis.edrozo@ftr.com>

Cc: Wiseman, Todd <todd.wiseman@ftr.com>; Henderson, Edwin/SAC <Edwin.Henderson@jacobs.com>; Howard, Travis/RDD <Travis.Howard@jacobs.com>; Wendy.Longley@dot.gov

Subject: FW: Frontier Communications - Facility map request for project located west of Mammoth Lakes

Lewis, Can you assist the record request in Mammoth Lakes? Please see trailing email and advise.

Thank you

Bin Liang

SPCLST-Construction

32477 Haun Rd, Menifee, CA 92584

C: 951-723-0736

E: bin.liang@ftr.com

From: Kauo, Keone <Keone.Kauo@jacobs.com>

Sent: Friday, August 16, 2019 2:38 PM

To: Liang, Bin <bin.liang@ftr.com>

Cc: Henderson, Edwin/SAC <Edwin.Henderson@jacobs.com>; Howard, Travis/RDD <Travis.Howard@jacobs.com>;

Wendy.Longley@dot.gov

Subject: Frontier Communications - Facility map request for project located west of Mammoth Lakes

WARNING: External email. Please verify sender before opening attachments or clicking on links.

Hi Bin, As we discussed on the phone, our project team is currently designing roadway improvements within Reds Meadow

Valley (west of Mammoth Lakes) and are in need of acquiring Frontier Communication facility maps and franchise agreement information, if available. I’ve attached a vicinity and site map of the project limits for your use. Can you please forward this request and my contact information, as shown below, to the appropriate person at Frontier

Communications?

The project is being facilitated by several project partners including the Federal Highway Administration (FHWA)

Central Federal Lands Division (CFLHD), Town of Mammoth Lakes, and USDA Forest Service. Our Client PM, Wendy

Longley (FHWA, CFLHD), is included on this email if you have any administrative questions.

Thanks, Keone

Keone Kauo, PE* | Jacobs | Project Manager, Buildings & Infrastructure | +1.916.920.0300 | +1.805.503.0500 mobile | +1.916.920.8463 fax | keone.kauo@jacobs.com | www.jacobs.com

*Registered in CA

NOTICE - This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited. If you have received this message in error, please notify us immediately by replying to the message and deleting it from your computer.

This communication is confidential. Frontier only sends and receives email on the basis of the terms set out at http://www.frontier.com/email_disclaimer.

Desiree Serrano-Stump

Tesinc LLC

OSP Engineer desiree.serrano.stump@tesincllc.com

Tesinc LLC

This email message, and any documents which may accompany it, contain information which is intended for use only by the intended recipient(s), and may contain information that is privileged and/or confidential. If you are not the intended recipient of this message you are hereby notified that any review, disclosure, dissemination, distribution, copy or other use of this message or its attachments is strictly prohibited. If you have received this message in error, please notify the sender by reply email, delete the email from your computer and destroy all copies of the communication and any attachments.

Meredith Shinn

Graphic Systems Operator

Tesinc LLC

909-260-2124 meredith.shinn@tesincllc.com

Working Class Hero

"Imagine Peace"

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Tesinc LLC

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�GA;

f" t,v

I AM NOT SEEING REDS MEADOW RD. AGNEW MEADOWS GOES INTO

MINARET SUMMIT RD IN FROGS AND ON GOOGLE EARTH. SINCE THERE

ARE ONL Y 2 STREET NAMES ON THE VICINTY MAPS THIS IS WHAT I

FOUND.

t1/f""1D Otrs

Frontier l.EGEND *MAPS ARE NOT TO S CAI..E*

CONDUIT FAOLITIES

COPPER FACILITIES

FIBER FACILITIES

N PROPOSED FA CI LI TIES

L0T LINES

-- STREET CENTER LINE

® JOINT POLES

FRONTIER P 01 ES

CALL 811 FOR LOOK UP

Appendix D

91009105

91109

14961-103

9128.47

309135

14961-102

9153.22

9164.24 14961-01

14961-02

9177.62

9179.94 14961-101

G A

T E

9168.27

9168.44

9169.30

BL

BL

9176.79

EM

EM

WM

TR

TR

TR

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

R M .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA FLAP 03S11(1)

M a tc h E x is ti n g

V P I

.0

E L

.4

V P I

.0

E L

.1

V P I

.0

E L

.1

-6.638%

200.00' VC

SSD = 557'

K = 84.68

200.00' VC

SSD = 426'

K = 68.97

200.00' VC

SSD = 871'

K = 142.86

E L

.9

V P I

.0

E L

.1

V P

R C

.0

-9.000%

E L

.0

V P

R C

.0

-6.100%

-7.571% +/-axis of rotation

Profile grade and 10+70

Match Existing 2.3%±

10+70

Match Existing -2.3%±

Lt. EOP

Rt. EOP -4.80%

4.80% 3.40%

-3.40%

11+03 11+75

12+91

12+49

12+4911+75

12+91

14+61

14+40

14+40

14+61

16+68

16+68

16+89

2.00%

-2.00%

.8

7.4

9'

122.04'

14.43'

.9

200'100'0

Scale in Feet

17+0010+00 11+00 12+00 13+00 14+00 15+00 16+00

-10%

0%

10%

-10%

0%

10%

Hwy 203

C1

Existing ground

M a d e ra C o u n ty

M o n o C o u n ty

Reds Meadow Rd CL

E 6978941.48

N 2063766.81

Begin full reconstruction.

End Pavement Rehabilitation

10+70.00

L = 327.18'

T = 213.46'

R = 200.00'

PI = 10+05.32

Curve = C2

L = 89.56'

T = 45.12'

R = 300.00'

PI = 5+59.55

Curve = C1

L = 106.63'

T = 54.78'

R = 189.00'

PI = 12+11.74

Curve = C3

L = 227.10'

T = 115.56'

R = 498.00'

PI = 15+66.64

Curve = C4

GateRemove Existing

V is ta R d

M in a r e t

SCHEDULE A - REDS MEADOW ROAD 5+00.00 TO 17+00.00

E 6979354.86

N 2063664.91

Schedule A

Reds Meadow Rd

CA FLAP 03S11(1)

5+95.85

Begin Project edge of road

Existing

Cut (1:0.5)

Top of Rock

Easement (Typ.)

Maintenance

Remove

Begin Rock Cut

15+15, Rt.

See D Series

Pullout (Gravel)

Maintenance Vehicle

RSS, Lt., See G Series

200+00.00

Minaret Vista Rd

8+40.00 =

Reds Meadow Rd

No. 2

Culvert

R2-1

SPEED

LIMIT

and Replace

Remove

Special 1

R d S p u r

M in a re t

V is ta

Remove existing 18" CMP culvert

See K Series

Pavement Transition, Rehabilitation

Begin Pavement

5+95.85

Detail No. 2Detail No. 1

9+008+007+006+00

LEGEND

Subexcavation

Pavement Transition

5+00

No. 1

Culvert

Grade

Proposed

Begin full reconstruction.

End Pavement Rehabilitation

10+70.00

Minaret Vista Rd Spur 300+00.00

Reds Meadow Rd 9+57.00 = see detail in V Series

Transverse rumble strips, see detail in V Series

Transverse rumble strips, Remove

6.

phone line

Existing

No. 3Culvert

End Rock Cut

16+56, Rt.

D4 for layout information

See T Series for Detail and

11+75.00, Metal Gate

Type GMP Inlet

CMP and install a

Culvert with 18"

Replace Existing

P r o je c ti n g e n d L t.

p e r S p e c ia l A

W it h

R g r a te p e r S p e c ia l C R t.

T y p e G

M P I n le t, p e r S p e c ia l B

S k e w

R t.

.0

I n s ta ll x

C M

P

R ip r a p A p r o n

C la s s

L t.

p e r S p e c ia l A

P r o je c ti n g e n d L t.

p e r S p e c ia l A

W it h

R g r a te p e r S p e c ia l C R t.

T y p e G

M P I n le t, p e r S p e c ia l B

S k e w

R t.

.8

I n s ta ll x

C M

P

'x

G a b io n s

L t.

p e r S p e c ia l A

P r o je c ti n g e n d

L t.

p e r S p e c ia l A

W it h

R g r a te p e r S p e c ia l C R t.

T y p e G

M P I n le t, p e r S p e c ia l B

S k e w

R t.

.9

I n s ta ll x

C M

P

See V Series for details.

to each culvert inlet and outlet.

Install object marker adjacent construction operations.

and protecting utilities from utilites prior to beginning work

Section 107.02 for locating exact. Comply with FP-14 plans are schematic and not

Utility locations shown in the and Minaret Vista Spur.

related to Minaret Vista Road

See sheet D1-D3 for details between 7+00 and 11+00.

signing and striping details

See sheet D2 for additional

Station 7+00 and 12+00.

conform details between

See sheet D4 for additional details.

systems. See V Series for wall and guardrail terminal begin and end of each retaining

Install snow pole holders at the striping details at intersections.

C sheets. See D sheets for

Yellow Centerline. Typical all one, Type B, Solid, Double

Solid, 6" White Edge Lines and

Road, includes two, Type B, Striping for Reds Meadow

7.

6.

5.

4.

3.

2.

1.

NOTES:

C74036 R E

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ANOISSEFORP DERET

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LIVIC

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WOH SEMAJ SI

V A

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NROFILAC FO E

TAT

S

P O

T

.0

PT

1+

.0

PC

1+

.9

P T

.6

P T

.9

P C

.0

P T

.1

P C

.8

P C

.4 thoward2 Pencil thoward2 Typewritten Text Power thoward2 Oval thoward2 Callout

PH 38

Electric, 2.96' bgs

.5

.0

858990

.6

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

R M .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA FLAP 03S11(1)

V P I

.0

E L

.2

-6.300%

300.00' VC

SSD = 9400'

K = 166.67

-8.100%

200.00' VC

SSD = 1899'

K = 333.33

VPI 29+30.00

EL 9029.70

axis of rotation

Profile grade and

-2.79%

3.80%

-3.80%

Lt. EOP

Rt. EOP

38+61

30+76

30+85 31+66 33+33

34+57 37+27

30+85 31+66 33+33

34+57 36+99

35+71 37+27

38+61

31+24 32+20 34+07 5.00%

36+22

30+16

-5.00%-2.00%

3.40%

-3.40%

5.20%

2.60%

-2.60%

2.79%

33+16

33+16

35+71

-5.20%

36+99

38+04

P T

.8

112.41' 95.50' 90.43'

37.22' 25.36'

4.

200'100'0

Scale in Feet

39+0029+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 41+0040+00

10%

-10%

0%

10%

-10%

0%

C3 of Soil Nail Wall

Approximate top

Reds Meadow Rd

L = 42.04'

T = 21.15'

R = 152.00'

PI = 30+84.86

Curve = C10

L = 45.58'

T = 22.93'

R = 169.00'

PI = 31+65.89

Curve = C11

L = 46.51'

T = 23.40'

R = 169.00'

PI = 33+24.36

Curve = C12

SCHEDULE A - REDS MEADOW ROAD 29+00.00 TO 41+00.00

Special 2

Remove and Replace

Cut (1:0.5) Top of Rock

L = 143.19'

T = 72.09'

R = 498.00'

PI = 35+15.06

Curve = C13

L = 125.23'

T = 66.42'

R = 152.00'

PI = 37+43.00

Curve = C14

L = 405.49'

T = 225.12'

R = 375.00'

PI = 40+31.78

Curve = C15

L = 103.31'

T = 51.67'

R = 1580.00'

PI = 29+86.71

Curve = C9

RSS, Lt., See G Series

15" CMP culvert Remove existing

12" CMP culvert Remove existing

Terminal Install Tangent

Type MGS W-Beam End Guardrail, 40+19, 13.00' Lt.

D Series

(Gravel), See

Vehicle Pullout

Maintenance

Culvert No. 8

End Rock Cut

40+50, Rt.

Existing edge of road

Begin Rock Cut

38+10, Rt.

Easement (Typ.)

Maintenance

LReds Meadow Rd C

Culvert No. 6

18" CMP culvert

Remove existing

Culvert No. 5

18" CMP culvert

Remove existing

Install Tangent Terminal

See G Series

Wall 34, RSS, Lt., See G Series

Existing ground

(Projected) of Soil Nail Wall

Approximate top

Proposed Grade

(Projected) of Soil Nail Wall

Approximate top

Proposed Grade

Existing ground

Type MGS W-Beam Begin Guardrail, 38+27, 13.00' Lt.

Detail No. 1

N o

D e ta il

Detail No. 1Detail No. 1

D e ta il N o

D e ta il N o

Detail No. 1 Detail No. 2

Culvert No. 7

1.

'x

G a b io n s L t.

p e r S p e c ia l A

P r o je c ti n g e n d L t.

p e r S p e c ia l A

S p e c ia l A R t.

W it h T y p e

A f r a m e a n d g r a te p e r

I n le t

T y p e

A p e r S p e c ia l A

S k e w

R t.

.1

I n s ta ll x

C M

P

R ip r a p A p r o n

C la s s

L t.

p e r S p e c ia l A

F la r e d e n d s e c ti o n

L t.

p e r S p e c ia l A

S p e c ia l A

R t.

W it h T y p e

A f r a m e a n d g r a te p e

I n le t

T y p e

A p e r S p e c ia l A

S k e w

R t.

.1

I n s ta ll x

C M

P

Existing phone line2.

1.

NOTE:

operations.

from construction protecting utilities beginning work and utilites prior to

107.02 for locating with FP-14 Section not exact. Comply are schematic and shown in the plans

Utility locations see T Series.

Cut side curb cut, 2.

R ip r a p A p r o n

C la s s

L t.

p e r S p e c ia l A

P r o je c ti n g e n d L t.

p e r S p e c ia l A

W it h

R g r a te p e r S p e c ia l C R t.

T y p e G

M P I n le t p e r S p e c ia l B

S k e w

R t.

.6

I n s ta ll x

C M

P

R ip r a p A p r o n

C la s s

L t.

p e r S p e c ia l A

F la r e d e n d s e c ti o n L t.

p e r S p e c ia l A

W it h

R g r a te p e r S p e c ia l C R t.

T y p e G

M P I n le t p e r S p e c ia l B

S k e w

R t.

.2

I n s ta ll x

C M

P

C74036 R E

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LIVIC

D R

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WOH SEMAJ SI

V A

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NROFILAC FO E

TAT

S

P T

.3

P C

.9

P T

.5

P C

.0

P C

.6

P T

.1

P C

.5

P C

.7

P T

.7

P C

.9

P T

.4

P C

.9

0 3 thoward2 Pencil thoward2 Typewritten Text No phone line or other utility located in this area.

thoward2 Oval

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p ln

R M .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP 03S11(1)

PC

.7

P C

.7

P T

.7

P C

.0

P T

.9

P C

.0

P C

.3

P T

.3

P C

.0

PT

.5

P T

.8

P C

.3

320.80'

.53

140.53'

.32

51.02'

25.72'

.2

P T

.8

STOP

STOP

NO PARKING

P

C

.3

P T

.2

P C

.3

P T

.6

P C

.9

P T

.4

P C

.6

P T

.3

P C

.5

P T

.4

213.13'

293.25' 172.23' 197.1

3'

L = 115.12'

T = 60.56'

R = 150.00'

PI = 624+13.28

Curve = C543

L = 100.99'

T = 51.60'

R = 200.00'

PI = 621+41.98

Curve = C541

L = 88.90'

T = 47.63'

R = 100.00'

PI = 618+15.70

Curve = C539

L = 128.43'

T = 70.53'

R = 125.00'

PI = 622+87.63

Curve = C542

L = 84.85'

T = 45.17'

R = 100.00'

PI = 619+53.17

Curve = C540

L = 109.96'

T = 57.58'

R = 150.00'

PI = 616+99.37

Curve = C538

200'100'0

Scale in Feet

L = 60.54'

T = 30.33'

R = 400.00'

PI = 633+17.23

Curve = C546

FES at inlet and outlet replace with 24"x46' CMP, install

Remove 18"x46' CMP pipe culvert, 636+00

Upper Sod a Sp rings

Rd

L = 87.26'

T = 44.90'

R = 150.00'

PI = 629+51.30

Curve = C545

Reds Meadow Rd

L = 84.89'

T = 42.61'

R = 400.00'

PI = 626+50.98

Curve = C544

D riv e w a y

C a m p g ro u n d

P u m ice Fla t

LReds Meadow Rd C

C18 for details

Berm cut, see sheet A12

625+00 to 626+30, Rt.

at culvert inlet

Daylight underdrain

614+00 TO 638+00

REDS MEADOW ROAD

OPTION X

electric

Existing buried for Special 204-A underdrain, see F Series

Subexcavate with

614+00 to 615+80

L = 102.69'

T = 51.63'

R = 400.00'

PI = 635+71.30

Curve = C547

Easement (Typ.)

Maintenance install FES at inlet and outlet replace with 18"x34' CMP, Remove 15"x34' CMP pipe culvert, 620+50

LReds Meadow Rd C

Easement (Typ.)

Maintenance buried electric

Existing

Special 7

Special 9 as a SQYD item.

0202-0000 Selective Clearing or as directed by CO. Paid as

12' of edge of stream channel

Do not clear vegetation within to improve sight distance.

Remove existing vegetation

623+60 to 624+60, Rt.

install FES at inlet and outlet

Clean and protect 42"x30"x42' arch pipe, 624+00 install FES at inlet and outlet

Remove and replace 18"x34' CMP pipe culvert, 617+00

(No direct payment)

Remove Stump

(No direct payment)

Remove Stump

619+80 payment)

(No direct

Stump

Remove

625+90 Rt.

(No direct payment)

Remove Boulder

621+50 Lt.

and Replace

Remove

3.

3.Existing phone line

3.

and striping details

See D Series for signing

Intersection Bus Stop #3, Upper Soda Springs Road signing and striping details

Driveway, See D Series for

Pumice Flat Campground or as directed by CO.

12' of edge of stream channel

Do not clear vegetation within

See G Series for Details.

to protect roadway prism.

Place riprap, Class 2 on slope

Reds Meadow Rd

NOTES:

receiving a hard surface.

Seed all disturbed areas not construction operations.

work and protecting utilities from for locating utilites prior to beginning

Comply with FP-14 Section 107.02 are schematic and not exact.

Utility locations shown in the plans from field measurements.

Final quantities will be determined approximate location of the feature.

not drawn to scale and identify the

Some features in the drawing are to fit field conditions.

survey data. Adjust with CO approval features are not based on precise location of the existing and proposed

The horizontal alignment and the

4.

3.

2.

1.

C74036 R E

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G E

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LIVIC

D R

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WOH SEMAJ SI

V A

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NROFILAC FO E

TAT

S upon completion of construction.

restore to pre-construction conditions

Dirt pullout for contractor's use, and Replace

Remove thoward2 Pencil thoward2 Typewritten Text No phone line or other utility located in this area.

thoward2 Typewritten Text No utility located in this area.

thoward2 Callout

PH 37

Dry Hole thoward2 Callout

PH 36

Dry Hole (See Note Below) thoward2 Text Box "No problem, we attempted PH36 in the mountain side looking for a power line that comes down the mountain and may be the primary line that energizes all the Padmounts for the campgrounds and various buildings down there that we could not find any access points for and no matter what we hooked.up to we were unable to confirm that line.. Travis told us that if we found the Electrical line in mountain side, we did not have to do PH37 in the asphalt, (as written in white paint in photo). So we began potholing in the mountain side going off a 60hz sweep and next to an old dig alert flag(that was really beat up rusted) that we found on the side of the hill. We made it less than a 1' deep before, we encountered large bolders that we were unable to remove from the ph, so we attempted to slot trench, but we had the same outcome we couldn't make it past 1', we continued to trench for about 20' looking for a soft pocket or a change in soil material, but we're unsuccessful.That's when our rig got full and we went to dump the tank. When we got back we talked to Duke to.see if he wanted us to continue,and he advised us to just backfill the trench and try it in the asphalt( due to running out of daylight and trying to out run a massive snow storm)I asked if he would like us to report the dry hole for ph36 and he said no, because we really didn't make make it that far down, and we could've been digging next to flag that someone randomly picked up and moved there. So let's try it in the asphalt where our power sweep gave us week positive indication and see if we get lucky."

Jacob Bankston/C-Below thoward2 Callout

PH 35

Exposed culvert at 2.15' bgs while looking for comm line at 3.48' bgs

P

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R M .d

U s e r D

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NUMBER

SHEET

CA CA FLAP 03S11(1)

NO

PA

RKI

NG

NO PARKING

P C

.5

P T

.4

P C

.9

PT

.5

PC

.3

P T

.5

P C

.7

P T .7

P C .6

P T

.8

.56

.9

.7

62.15'

PARKING

NO

ANY

TIME

STOP

P T

.8

P C

.3

P T

.7

P C

.2

P T

.9

P C

.5

P T

.5

P C

.7

P T

.1

P C

.8

P T

.6

683.48'

123.64'

8.

116.69'

74.55'

L = 121.56'

T = 62.72'

R = 200.00'

PI = 641+96.72

Curve = C549

L = 34.93'

T = 17.48'

R = 400.00'

PI = 638+36.97

Curve = C548

Red s M ead ow R d

200'100'0

Scale in Feet electric

Existing buried

L = 80.46'

T = 41.23'

R = 150.00'

PI = 660+84.93

Curve = C556 dR wo da eM s deR

L = 212.68'

T = 107.16'

R = 700.00'

PI = 655+03.40

Curve = C554 install FES at inlet and outlet culvert, replace with 18"x52' CMP, Remove existing 15"x52' CMP pipe

652+00

L = 174.16'

T = 89.61'

R = 300.00'

PI = 650+57.29

Curve = C552

L = 96.38'

T = 48.42'

R = 400.00'

PI = 652+64.80

Curve = C553

L = 133.04'

T = 71.26'

R = 150.00'

PI = 658+03.80

Curve = C555

C19

Reds Meadow Rd CL buried electric

Existing

Reds Meadow Rd CL

638+00 TO 663+00

REDS MEADOW ROAD

OPTION X

C re e k

S u m n e rs

Special 204-A

Subexcavate, see

647+60 to 649+50 Lt.

647+00 to 649+50, Rt.

Special 204-A

Subexcavate, see

639+00 to 641+60, Lt.

639+00 to 641+00, Rt.

Sumners Creek. Protect In Place.

headwall and wing walls at

Existing 48"x70"x51' arch with

650+60

2" water pipe

Existing buried

Easement (Typ.)

Maintenance STOP

R1-1

Replace

Remove and

Easement (Typ.)

Maintenance

Special 13 in place clean and protect

CMP pipe culvert, Existing 24"x59'

658+20 detail 204-A

Subexcavate, see

643+60 to 645+50 for details in this area

Stop #4, see D Series

Existing Parking Area Bus

Campground

Pumice Flat Group and Replace

Remove

Remove

R7-1

Driveway Approach

10'x24' Paved

655+00, Rt.

5.

Driveway Approach

10'x24' Paved

652+00, Lt.

5.

5.

Approach

Driveway

10'x12' Paved

646+00, Lt.

Driveway Approach

10'x24' Paved

647+00, Rt.5.

12" Solid white stop bar detail E364-01 in V Series

"STOP" Word marking per

3.

3.

3.

(No direct payment)

Reset Sanitary manhole to grade

655+70 to culvert work

Temporary channel and culvert pipe incidental

Anticipate flow during construction.

culvert, install FES at inlet and outlet culvert, replace with 42"x29"x41' metal arch

Remove existing 42"x29"x41' CMP arch pipe

661+80

NOTES:

transition to unpaved road details.

See A Series for Typical Section and directed be the CO.

to limits shown on plans and as existing pavement and base course over 6" full depth reclamation of pavement (placed in two equal lifts)

Construct 3" Asphalt concrete receiving a hard surface.

Seed all disturbed areas not construction operations.

work and protecting utilities from for locating utilites prior to beginning

Comply with FP-14 Section 107.02 are schematic and not exact.

Utility locations shown in the plans from field measurements.

Final quantities will be determined approximate location of the feature.

not drawn to scale and identify the

Some features in the drawing are to fit field conditions.

survey data. Adjust with CO approval features are not based on precise location of the existing and proposed

The horizontal alignment and the

5.

4.

3.

2.

1.

C74036 R E

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NROFILAC FO E

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S

L = 93.97'

T = 47.37'

R = 300.00'

PI = 647+79.11

Curve = C551

L = 353.24'

T = 213.36'

R = 250.00'

PI = 645+29.70

Curve = C550 thoward2 Callout

PH 34

Comm, 3.48' bgs thoward2 Callout

PH 33

1" Steel Pipe (Water), 1.77' bgs thoward2 Callout

PH 32

Electric, 1.85' bgs thoward2 Pencil thoward2 Pencil thoward2 Typewritten Text phone thoward2 Oval thoward2 Callout

PH 31

Comm, 0.85' bgs

P

M d e n p w p d p w ic s w o r k in g C p ln

R M .d

U s e r D

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NUMBER

SHEET

CA CA FLAP 03S11(1)

P T

.6

P C

.8

P T

.4

P C

.9

P T

.1

P C

.0

P T

.0

P C

.8

P T

.1

P C

.4

P T

.2

.87

251.82'

76.37'

.1 8'

19.48'

BUS

ONLY

NO PA

RKING

NO

PA

RK

ING

STOP

P T

.2

P C

.4

P T

.8

P C

.6

P T

.8

P C

.9

P T

.2

P C

.7

PT

3+ .96

PC 6

+02 .59

PT 6

87+

26.8

.1 9'

5.

90.50'

.7

47.72'

.6

L = 261.24'

T = 133.67'

R = 500.00'

PI = 672+57.53

Curve = C561

LReds Meadow Rd C electric

Existing buried

L = 80.02'

T = 42.29'

R = 100.00'

PI = 668+34.31

Curve = C560

L = 227.62'

T = 115.19'

R = 600.00'

PI = 665+10.03

Curve = C558 dR wodaeM sdeR

L = 85.80'

T = 44.11'

R = 150.00'

PI = 662+84.97

Curve = C557

L = 66.21'

T = 33.24'

R = 300.00'

PI = 666+75.18

Curve = C559

200'100'0

Scale in Feet

L = 130.25'

T = 69.55'

R = 150.00'

PI = 682+84.26

Curve = C566

L = 129.25'

T = 68.94'

R = 150.00'

PI = 680+63.90

Curve = C565

Reds Meadow Rd

2" water pipe

Existing buried

L = 324.23'

T = 444.95'

R = 125.00'

PI = 688+47.54

Curve = C567 electric

Existing buried

L = 69.23'

T = 35.24'

R = 150.00'

PI = 678+45.84

Curve = C564

L = 96.44'

T = 49.18'

R = 200.00'

PI = 677+15.62

Curve = C563

L = 118.78'

T = 61.20'

R = 200.00'

PI = 675+22.67

Curve = C562

C20

663+00 TO 688+00

REDS MEADOW ROAD

OPTION Xinstall FES at inlet and outlet culvert, replace with 24"x56' CMP, Remove existing 18"x56' CMP pipe

684+90

Easement (Typ.)

Maintenance

Easement (Typ.)

Maintenance

LReds Meadow Rd C signing and striping details

Bus Stop #5, see D Series for

Minaret Falls Campground Driveway clean and protect in place

Existing 24"x44' CMP pipe culvert, 668+30 clean and protect in place

Existing 36"x50' CMP pipe culvert, 669+30 install FES at inlet and outlet

CMP pipe culvert, Remove and replace existing 24"x53'

680+90 upon completion of construction.

restore to pre-construction conditions

Dirt pullout for contractor's use, upon completion of construction.

restore to pre-construction conditions

Dirt pullout for contractor's use, upon completion of construction restore to pre-construction conditions

Dirt pullout for contractor's use, 3.

3.

3.

electric

Existing buried

3.

NOTES:

4.

3.

2.

1.

receiving a hard surface.

Seed all disturbed areas not construction operations.

work and protecting utilities from for locating utilites prior to beginning

Comply with FP-14 Section 107.02 are schematic and not exact.

Utility locations shown in the plans from field measurements.

Final quantities will be determined approximate location of the feature.

not drawn to scale and identify the

Some features in the drawing are to fit field conditions.

survey data. Adjust with CO approval features are not based on precise location of the existing and proposed

The horizontal alignment and the

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

S

0 6

4+

688+ thoward2 Callout

PH 30

Comm, 0.85' bgs thoward2 Pencil thoward2 Typewritten Text phone thoward2 Typewritten Text phone thoward2 Oval

Oval

P

M d e n p w p d p w ic s w o r k in g C p ln

R M .d

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP 03S11(1)

PC 6

88+

85.

P T

.7

P C

.4

P T

.5

P C

.4

P T

.4

P C

.7

P

T

.2

P C

.8

P T

.0

P C

.4

.7

81.92'

255.31'

358.60'

.6 6'

+00

P C

.8

P T

.0

P C

.4

P T .4

P C .1

P T

.6

P C

.3

P T

.6

P C

.9

P T

.0

P C

.2

.7

.6

191.3 6'

22.36' 41 .2 3'

Reds Meadow Rd install FES at inlet and outlet replace with 18"x33' CMP, lined with a 10"x33' CMP, Remove existing 15"x33' CMP

693+50

2" water pipe

Existing buried electric

Existing buried

L = 101.18'

T = 52.60'

R = 150.00'

PI = 689+38.16

Curve = C568

L = 190.11'

T = 110.22'

R = 150.00'

PI = 691+43.62

Curve = C569

L = 15.49'

T = 7.75'

R = 150.00'

PI = 696+60.47

Curve = C571

L = 91.98'

T = 47.48'

R = 150.00'

PI = 693+52.92

Curve = C570

200'100'0

Scale in Feet

P C

.8

.2 3'

L = 218.52'

T = 133.80'

R = 150.00'

PI = 706+05.94

Curve = C574

L = 78.97'

T = 40.42'

R = 150.00'

PI = 701+58.86

Curve = C573

L = 69.25'

T = 35.25'

R = 150.00'

PI = 700+62.07

Curve = C572

2" water pipe

Existing buried

L = 49.05'

T = 24.75'

R = 150.00'

PI = 712+71.73

Curve = C576

Red s M ead ow R d

C21

688+00 TO 713+00

REDS MEADOW ROAD

OPTION X

LReds Meadow Rd C electric buried

Existing

LReds Meadow Rd C

(Typ.)

Maintenance Easement see A Series for details wide pavement section, Rock excavation to achieve 22'

694+00 to 694+20 Rt.

manhole in place

Protect existing

697+90 Rt.

Easement (Typ.)

Maintenance manhole in place

Protect existing

712+20, Rt.

L = 217.29'

T = 111.40'

R = 400.00'

PI = 709+49.73

Curve = C575

(No direct payment)

Remove Stump

708+00

(No direct payment)

Remove Stump

702+00

(No direct payment)

Remove Stump

702+70

(No direct payment)

Remove Stump

697+50 Rt.

MPH

W1-1L

W13-1P signs and replace

Remove existing advisory

MPH

W1-1R

W13-1P signs and replace

Remove existing advisory

3.

3.

3.

3.

see Special 251-A and Class 2 riprap at outlet, Rt., install FES at inlet, Lt. and FES

Install 24"x40' CMP culvert, 700+50 see Special 251-A and Class 2 riprap at outlet, Rt., install FES at inlet, Lt. and FES

Install 24"x40' CMP culvert, 704+00 see Special 251-A and Class 2 riprap at outlet, Rt., install FES at inlet, Lt. and FES

Install 24"x40' CMP culvert, 705+60

NOTES:

receiving a hard surface.

Seed all disturbed areas not construction operations.

work and protecting utilities from for locating utilites prior to beginning

Comply with FP-14 Section 107.02 are schematic and not exact.

Utility locations shown in the plans from field measurements.

Final quantities will be determined approximate location of the feature.

not drawn to scale and identify the

Some features in the drawing are to fit field conditions.

survey data. Adjust with CO approval features are not based on precise location of the existing and proposed

The horizontal alignment and the

4.

3.

2.

1.

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

S thoward2 Callout PH 23.1, Water, 2" HDPE, 1.04' bgs thoward2 Callout

PH 29

Culvert at 0.32' bgs, unable to locate comm above culvert.

thoward2 Callout

PH 28

Water 2" HDPE, 0.53' bgs thoward2 Callout PH 27, Exposed culvert in search of electric line. Culvert at 0.93 bgs, dug to 4' bgs and did not encounter electric.

thoward2 Callout PH 21, Dry Hole thoward2 Callout

PH 22

Water, 2" HDPE 1.10' bgs thoward2 Callout PH 24, Comm, 1.02' bgs thoward2 Callout PH 25, Electric, 2.93' bgs thoward2 Callout

PH 26

Water, 2" HDPE, 0.83' bgs thoward2 Callout PH 23.0, Electric, 3.23' bgs thoward2 Callout PH 20, Electric, 4.64' bgs

P

M d e n p w p d p w ic s w o r k in g C p ln

R M .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA FLAP 03S11(1)

713+10

713+10

713+17

713+17

-2.00%

714+32

714+32 2.00%

714+53 715+44

715+44

716+01 716+51 717+59

717+59 axis of rotation

Profile grade and

723+17722+99

725+01

723+37 724+31 725+30

725+30

Rt. EOP

Lt. EOP

-4.80%

4.80% 3.40%

-3.40%

3.40%

-3.40%

4.00%

-4.00%

6.00%

-6.00%

4.70%

-4.70%

717+26

718+10

718+69 720+36

720+65 721+21

722+10 6.00%

724+31

-6.00% 723+37

723+17722+99721+21720+65

720+36 718+69717+26

716+51 716+01

Match Existing -2.5%±

Match Existing 2.5%±

Match Existing 2.0%±

Match Existing -2.0%±

713+53

V P I

.0

E L

.9

V P I

.0

E L

.3

V P I

.0

E L

.3

V P I

.0

E L

.6

V P I

.0

E L

.1

V P I

.0

E L

.0

V P I

.0

E L

.4

-6.350%

-10.000%

-2.000%

-7.000% 1.117%

6.7

50.00' VC

SSD = 400'

K = 20.83

110.00' VC

SSD = 137'

K = 13.50

100.00' VC

SSD = 232'

K = 27.40

150.00' VC

SSD = 125'

K = 18.75

100.00' VC

SSD = 183'

K = 20.00

100.00' VC

SSD = 95'

K = 12.32 100.00' VC

SSD = 124'

K = 17.76

VPI 714+15.00

EL 7713.35

.8

.0

.0

.5

.6

77057705

.6

15 77

774077

P T

.0

P C

.2

P R

C

.0

P T

.3

P C

.0

P T

.0

P C

.9

P T

.1

P C

.2

P C

C

.4

P T

.1

P C

.3

74.93'

91.20'41.23'

56.63'

55.13'

PC 7

22+

20.

PT

+98.

.8

P C

C

21.

67'

10%

10%

0%

713+00

10%

10%

0%

200'100'0

Scale in Feet

C22

714+00 715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00

L = 101.38'

T = 50.87'

R = 489.00'

PI = 714+93.88

Curve = C578

P C

C

.4

L = 214.19'(1) L = 145.53'(2)

T = 443.25'(1) T = 313.07'(2)

R = 320.00'(1) R = 81.00'(2)

PI = 722+82.50

Curve = C581

Proposed Grade

L = 58.13'

T = 29.10'

R = 489.00'

PI = 717+55.09

Curve = C580

L = 50.04'

T = 25.17'

R = 189.00'

PI = 716+26.19

Curve = C579

L = 105.73'

T = 54.00'

R = 211.00'

PI = 713+91.27

Curve = C577

2" water pipe

Existing buried LReds Meadow Rd C

L = 105.22'(1) L = 147.32'(2)

T = 165.75'(1) T = 226.65'(2)

R = 81.00'(1) R = 200.00'(2)

PI = 723+86.40

Curve = C582

Existing ground

OPTION X - REDS MEADOW ROAD 713+00.00 TO 725+00.00

FES at inlet and outlet with 24"x40' CMP, install

CMP pipe culvert, replace

Remove existing 24"x40'

723+00

With 36R grate per Special 604-C

GMP Inlet per Special 604-B

721+16.52, 19.08' Lt.

signing and striping

Road), see D Series for intersection grading, Intersection (Bus Stop #6 at end of Access

Reconstruct Devil's Postpile Access Road

Protect wood posts W2-2R

See Z Series

Culvert No. 40

721+23

End Rehabilitation

Begin Full Reconstruction

713+10

Begin Rehabilitation

End Full Reconstruction

725+30

Special 15

Remove and replace and replace

Remove

Begin Full Reconstruction

End Rehabilitation

713+10

Begin Asphalt Curb

713+10, 11' Lt.

Transition to paved gutter

714+60 to 715+00 Lt.

Asphalt Curb Angle Point

714+60, 11' Lt.

:1

:2

Grade Break

Distance Grading

Intersection Sight

Elev 7683.91

29.52' Lt.

719+90, Elev 7977.06

21.99' Lt.

722+15.69, W2-2L replace and

Remove

Begin Curve Widening Transition

719+74, 13' Lt.

(No direct payment)

Remove curb

717+66 Rt.

714+65 to

Begin Rehabilitation

End Full Reconstruction

725+30

Easement (Typ.)

Maintenance buried electric

Existing

End Curve Widening Transition

720+53, 17' Lt.

Begin Curve Widening Transition

721+89, 17' Lt.

Transition

End Curve Widening

722+31, 15' Rt.

Transition

Begin Curve Widening

721+89, 11' Rt.

Clearing as a SQYD item.

Paid as 20202-0000 Selective directed by the CO.

to improve sight distance as

Remove existing vegetation

722+00 to 724+50 Rt.

Remove

SPEED

LIMIT

R2-1

6.

5.

3.

3.

Special 18

NOTES…