call 811 or the one-call center … 1 block 2 block 3 block 4 block 5 block 6 block 7 block 8 block...

3
LOT 1C LOT 2C LOT 3C LOT 4C LOT 5C LOT 6C LOT 7C LOT 8C LOT 9C LOT 10C LOT 11C LOT 12C LOT 13C LOT 14C LOT 15C LOT 16C LOT 17C LOT 18C LOT 19C LOT 20C LOT 21C LOT 22C LOT 23C LOT 24C LOT 25C LOT 26C LOT 27C LOT 28C LOT 29C LOT 30C LOT 31C TRACT "A3" LOT 2C LOT 3C LOT 4C LOT 5C LOT 6C LOT 7C LOT 8C LOT 9C LOT 10C LOT 11C LOT 12C TRACT "B3" LOT 1C LOT 2C LOT 3C LOT 4C LOT 5C LOT 6C LOT 7C LOT 8C LOT 9C LOT 1C LOT 1C LOT 2C LOT 3C LOT 4C LOT 5C TRACT "C3" TRACT "D3" LOT 2C LOT 3C LOT 4C LOT 5C LOT 6C LOT 7C LOT 8C LOT 9C LOT 10C LOT 11C LOT 21C LOT 20C LOT 19C LOT 18C LOT 17C LOT 16C LOT 15C LOT 14C LOT 13C LOT 12C LOT 22C LOT 1C LOT 2C LOT 3C LOT 4C LOT 5C LOT 6C LOT 7C LOT 8C LOT 9C LOT 1C TRACT "E3" TRACT "F3" LOT 8C LOT 7C LOT 6C LOT 5C LOT 4C LOT 3C LOT 2C LOT 1C LOT 10C LOT 9C LOT 11C LOT 12C LOT 13C LOT 14C LOT 15C LOT 1C LOT 2C LOT 3C LOT 4C LOT 5C LOT 7C LOT 6C LOT 8C LOT 9C LOT 10C LOT 14C LOT 15C LOT 13C LOT 12C LOT 11C LOT 18C LOT 17C LOT 16C LOT 19C LOT 20C LOT 21C TRACT "G3" LOT 2C LOT 3C LOT 4C LOT 5C LOT 6C LOT 7C LOT 8C LOT 9C LOT 10C LOT 15C LOT 16C LOT 14C LOT 13C LOT 12C LOT 11C LOT 1C TRACT "H3" LOT 1C LOT 2C LOT 3C LOT 4C LOT 5C LOT 6C LOT 7C LOT 8C LOT 9C LOT 10C LOT 11C LOT 12C LOT 13C LOT 14C LOT 15C LOT 16C LOT 17C LOT 18C LOT 19C LOT 20C TRACT "I3" EAST 98TH PLACE TRACT "J3" ASH LANE TRACT "J3" ALBION LANE TRACT "J3" EAST 97TH AVENUE TRACT "J3" BIRCH LANE TRACT "J3" CLERMONT LANE TRACT "J3" BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 8 BLOCK 9 BLOCK 10 TRACT "F3" TRACT "F3" BLOCK 2, RIVER VALLEY VILLAGE SUBDIVISION - AMENDMENT NO. 2 TRACT "B2", RIVER VALLEY VILLAGE SUBDIVISION - AMENDMENT NO. 2 EAST 96TH WAY CLERMONT STREET LOT 1, BLOCK 19 RIVER VALLEY VILLAGE SUBDIVISION UNPLATTED COLORADO BOULEVARD 3 3 3 3 1 2 1 1 1 2 2 20' 9' 20' 9' 5 9 5 9 5 9 4 4 6 7 10 8 11 7 12 12 E-021-16 WAB, DRA, JDP Horz.: Checked by: WAB, DRA JDP Sheet No.: Drawn by: Scale: Vert.: Date: Engineering No.: Designed by: Prepared For: RIVER VALLEY VILLAGE SUBDIVISION - AMENDMENT NO. 3 SITUATED IN THE SW 1/4 OF SECTION 18, T.2S., R.67W. OF THE 6TH P.M. CITY OF THORNTON, COUNTY OF ADAMS, STATE OF COLORADO CORNERSTONE TOWNHOMES II - CIVIL CDS 11001 WEST 120TH AVENUE ASCENT BUILDERS, INC. ATTN: JASON BROWN BROOMFIELD. COLORADO 80021 PHONE: (303) 459-4947 before you dig. Know what's below. Call CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 1-800-922-1987 WWW.UNCC.ORG CALL 811 WWW.CALL811.COM Or The One-call Center Of Colorado C O L O R A D O R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 28427 N N Y L A E A B A. R Y W T Prepared Under The Direct Supervision Of: Weylan A. Bryant, P.E. No. 28427 For and on behalf of Engineering Service Company, Inc. Description: No.: Date: 1 INITIAL CONSTRUCTION PLAN REVIEW SUBMITTAL 01/24/2017 05/04/2017 2 SECOND CONSTRUCTION PLAN REVIEW SUBMITTAL 05/04/2017 C I V I L E N G I N E E R S | L A N D S U R V E Y O R S 14190 East Evans Avenue Aurora, Colorado 80014 engineeringserviceco.com P 303.337.1393 F 303.337.7481 T/F 1.877.273.0659 Creative Solutions Since 1954 ENGINEERING SERVICE COMPANY SIGNAGE & STRIPING PLAN 1"=50' N.A. C3.6 ADAMS COUNTY BM #208 - 3” DIAMETER ALUMINUM CAP SURVEY MARK STAMPED “95.0208 1995 2S68W S13” SET IN THE TOP OF A 5/8” FINNED ALUMINUM ROD ENCASED IN A 6” PVC PIE WITH A LOGO CAP AT THE NORTHWEST CORNER OF COLORADO BOULEVARD AND EAST 100TH AVENUE. 146' NORTH OF THE CENTERLINE OF 100TH AVENUE AND 134' WEST OF THE CENTERLINE OF COLORADO BOULEVARD. ELEVATION = 5220.58 FEET (NAVD 1988 DATUM) 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, A UTILITY LOCATOR SERVICE AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. ALL CONSTRUCTION OR CONSTRUCTION STAKING FOR THIS PROJECT SHALL BE DONE PER THE SIGNED AND APPROVED CIVIL CONSTRUCTION PLANS. ENGINEERING SERVICE COMPANY IS NOT LIABLE FOR ANY DISCREPANCIES BETWEEN ANY BID SET AND/OR BUILDING SET AND THE APPROVED CIVIL CONSTRUCTION PLANS. 3. STRIPING ON NEW PAVEMENT SURFACES SHALL BE INLAID PREFORMED PLASTIC PER THORNTON SPECIFICATIONS. PARKING STALL STRIPING SHALL BE 4" WHITE. FOR OTHER STRIPING REFER TO COT DETAILS 700-15C, 700-18, 700-19 & 700-20A. 4. STRIPING ON EXISTING PAVEMENT SURFACES SHALL BE APPLIED WITH AN EPOXY BINDER. 5. STREET NAME SIGNS FOR PRIVATE STREETS MAY NOT INCLUDE THE CITY OF THORNTON SYMBOL. BENCHMARK: GENERAL NOTES: Scale: 1" = 50' 0 15 5 30 50 100 75 R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE) COT DET #700-20A, SPEED CONTROL AHEAD, 30"x30" MUTCD DET #W14-1, DEAD END, 24"X24" 1 2 3 4 SIGN SCHEDULE: R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE) R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE) (W14-1a ABOVE STREET NAME) MUTCD DET #OM-3, 18"X18" 5 MUTCD DET #W2-6, 30"X30" & W13-1-15, 18"X18" 6 MUTCD DET #W11-2, 30"X30" & W16-PL, 24"X24" 7 EXISTING R6-4 8 9 MUTCD DET #R1-2, 36" (YIELD SIGN WITH STREET NAME ABOVE) 10 MUTCD DET #R1-2, YIELD, 36" 11 MUTCD DET #R7-8, HANDICAP PARKING 12 NO PARKING, FIRE LANE WITH DOUBLE ENDED ARROW

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Page 1: CALL 811 Or The One-call Center … 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 8 BLOCK 9 BLOCK 10 TRACT "F3" TRACT "F3" BLOCK 2, RIVER VALLEY VILLAGE SUBDIVISION

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TRACT "B3"

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TRACT "C3"

TRACT "D3"

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TRACT "F3"

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TRACT "G3"

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TRACT "H3"

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LOT 15C

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TRACT "I3"

EAST 98TH PLACE TRACT "J3"

ASH

LANE

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"J3"

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ON LA

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AC

T "J

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EAST 97TH AVENUE TRACT "J3"

BIRCH LA

NE TRACT "J

3"

CLER

MONT

LANE

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CT

"J3"

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BLOCK 2

BLOCK 3

BLOCK 4

BLOCK 5

BLOCK 6

BLOCK 7

BLOCK 8

BLOCK 8

BLOCK 9

BLOCK 10

TRACT "F3"

TRACT "F3"

BLOCK 2, RIVER VALLEY VILLAGESUBDIVISION - AMENDMENT NO. 2

TRACT "B2", RIVER VALLEY VILLAGESUBDIVISION - AMENDMENT NO. 2

EAST 96TH WAY

CLERMONT STREET

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E-021-16WAB, DRA, JDP

Horz.:

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Sheet No.:

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COLORADO REG I STERED

PRO F E S S I O N A L E NG I NE ER

28427

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Prepared Under The Direct Supervision Of:

Weylan A. Bryant, P.E. No. 28427For and on behalf of Engineering Service Company, Inc.

Desc

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1"=50'N.A.

C3.6

ADAMS COUNTY BM #208 - 3” DIAMETER ALUMINUM CAP SURVEY MARK STAMPED “95.0208 1995 2S68WS13” SET IN THE TOP OF A 5/8” FINNED ALUMINUM ROD ENCASED IN A 6” PVC PIE WITH A LOGO CAP ATTHE NORTHWEST CORNER OF COLORADO BOULEVARD AND EAST 100TH AVENUE. 146' NORTH OF THECENTERLINE OF 100TH AVENUE AND 134' WEST OF THE CENTERLINE OF COLORADO BOULEVARD.ELEVATION = 5220.58 FEET (NAVD 1988 DATUM)

1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, A UTILITY LOCATOR SERVICE AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATIONTO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.

2. ALL CONSTRUCTION OR CONSTRUCTION STAKING FOR THIS PROJECT SHALL BE DONE PER THESIGNED AND APPROVED CIVIL CONSTRUCTION PLANS. ENGINEERING SERVICE COMPANY IS NOTLIABLE FOR ANY DISCREPANCIES BETWEEN ANY BID SET AND/OR BUILDING SET AND THEAPPROVED CIVIL CONSTRUCTION PLANS.

3. STRIPING ON NEW PAVEMENT SURFACES SHALL BE INLAID PREFORMED PLASTIC PER THORNTONSPECIFICATIONS. PARKING STALL STRIPING SHALL BE 4" WHITE. FOR OTHER STRIPING REFER TOCOT DETAILS 700-15C, 700-18, 700-19 & 700-20A.

4. STRIPING ON EXISTING PAVEMENT SURFACES SHALL BE APPLIED WITH AN EPOXY BINDER.

5. STREET NAME SIGNS FOR PRIVATE STREETS MAY NOT INCLUDE THE CITY OF THORNTON SYMBOL.

BENCHMARK:

GENERAL NOTES:

Scale: 1" = 50'

0 15

5 30

50 100

75

R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE)

COT DET #700-20A, SPEED CONTROL AHEAD, 30"x30"

MUTCD DET #W14-1, DEAD END, 24"X24"

1

2

3

4

SIGN SCHEDULE:R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE)

R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE)(W14-1a ABOVE STREET NAME)

MUTCD DET #OM-3, 18"X18"5

MUTCD DET #W2-6, 30"X30" & W13-1-15, 18"X18"6

MUTCD DET #W11-2, 30"X30" & W16-PL, 24"X24"7

EXISTING R6-48

9

MUTCD DET #R1-2, 36" (YIELD SIGN WITH STREET NAME ABOVE)10

MUTCD DET #R1-2, YIELD, 36"11

MUTCD DET #R7-8, HANDICAP PARKING12

NO PARKING, FIRE LANE WITH DOUBLE ENDED ARROW

jbehan
Callout
Curb ramp should be on top left side of T-intersection, not top right. See previous comment.
jbehan
Callout
Move curb ramp here
jbehan
Callout
Move curb ramp here
jbehan
Callout
Pedestrian warning signs and arrows needed for these crossings. Comment un-adressed from previous submittal.
Mbenaven
Callout
SHALL - unaddressed comment from previous submittal
Mbenaven
Callout
Facing wrong direction
Mbenaven
Callout
Add Detail 700-12 and 700-20A to the details sheets in the CDs for reference
Mbenaven
Arrow
Mbenaven
Callout
Add the referenced details to the details sheets in the CDs
Mbenaven
Arrow
Mbenaven
Callout
There is no Detail 700-19
dalston
Callout
Add W14-1.
dalston
Callout
Recommend an R2-1 here.
dalston
Callout
Recommend 30"x30".
Page 2: CALL 811 Or The One-call Center … 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 8 BLOCK 9 BLOCK 10 TRACT "F3" TRACT "F3" BLOCK 2, RIVER VALLEY VILLAGE SUBDIVISION

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LOT 5C

TRACT "C3"

TRACT "D3"

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LOT 3C

LOT 4C

LOT 5C

LOT 6C

LOT 7C

LOT 8C

LOT 9C

LOT 10C

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LOT 21C

LOT 20C

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LOT 18C

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LOT 16C

LOT 15C

LOT 14C

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LOT 12C

LOT 22C LOT 1C

LOT 2C

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LOT 4C

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LOT 6C

LOT 7C

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LOT 9C

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TRACT "E3"

TRACT "F3"

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LOT 15C

LOT 1C

LOT 2C

LOT 3C

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LOT 5C

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LOT 10C

LOT 14CLOT 15C

LOT 13C

LOT 12C

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LOT 18C

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TRACT "G3"

LOT 2C

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LOT 13C

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EAST 98TH PLACE TRACT "J3"

ASH

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ALBI

ON LA

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EAST 97TH AVENUE TRACT "J3"

BIRCH LA

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CLER

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"J3"

BLOCK 1

BLOCK 2

BLOCK 3

BLOCK 4

BLOCK 5

BLOCK 6

BLOCK 7

BLOCK 8

BLOCK 8

BLOCK 9

BLOCK 10

TRACT "F3"

TRACT "F3"

BLOCK 2, RIVER VALLEY VILLAGESUBDIVISION - AMENDMENT NO. 2

TRACT "B2", RIVER VALLEY VILLAGESUBDIVISION - AMENDMENT NO. 2

EAST 96TH WAY

CLERMONT STREET

LOT

1, B

LOCK

19

RIVE

R VA

LLEY

VIL

LAGE

SUBD

IVIS

ION

UNPLATTED

COLO

RADO

BOU

LEVA

RD

E-021-16WAB, DRA, JDP

Horz.:

Checked by:

WAB, DRA

JDP

Sheet No.:

Drawn by:

Scale:

Vert.:

Date:

Engineering No.:Designed by:

Pre

pa

red

Fo

r:

RIV

ER V

ALLE

Y VI

LLAG

E SU

BDIV

ISIO

N -

AMEN

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COLORADO REG I STERED

PRO F E S S I O N A L E NG I NE ER

28427

N

NYL A

E ABA. RY

W T

Prepared Under The Direct Supervision Of:

Weylan A. Bryant, P.E. No. 28427For and on behalf of Engineering Service Company, Inc.

Desc

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Date

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1"=50'N.A.

C4.1

ADAMS COUNTY BM #208 - 3” DIAMETER ALUMINUM CAP SURVEY MARK STAMPED “95.0208 1995 2S68WS13” SET IN THE TOP OF A 5/8” FINNED ALUMINUM ROD ENCASED IN A 6” PVC PIE WITH A LOGO CAP ATTHE NORTHWEST CORNER OF COLORADO BOULEVARD AND EAST 100TH AVENUE. 146' NORTH OF THECENTERLINE OF 100TH AVENUE AND 134' WEST OF THE CENTERLINE OF COLORADO BOULEVARD.ELEVATION = 5220.58 FEET (NAVD 1988 DATUM)

1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, A UTILITY LOCATOR SERVICE AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATIONTO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.

2. ALL CONSTRUCTION OR CONSTRUCTION STAKING FOR THIS PROJECT SHALL BE DONE PER THESIGNED AND APPROVED CIVIL CONSTRUCTION PLANS. ENGINEERING SERVICE COMPANY IS NOTLIABLE FOR ANY DISCREPANCIES BETWEEN ANY BID SET AND/OR BUILDING SET AND THEAPPROVED CIVIL CONSTRUCTION PLANS.

3. ALL STORM SEWER IS PRIVATE AND IS DESIGNED FOR A 100-YEAR EVENT.

BENCHMARK:

GENERAL NOTES:

Scale: 1" = 50'

0 15

5 30

50 100

75

1

2345

6

7

89

10

1112

1314

15

16

17

18

19

20

2122

23

24

25 2627

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

46

47

48

49

50

5152

53

54

55

56

EXIST. SANITARY SEWER LINE

EXIST. STORM SEWER LINE

EXIST. WATER LINE

PROP. STORM SEWER LINE

EXIST. GAS LINE

EXIST. FIBER-OPTIC LINE

EXIST. ELECTRICAL LINE

EXIST. TELEPHONE LINE

PROP. SANITARY SEWER LINE

PROP. WATER LINE

EXIST. FIRE HYDRANT

EXIST. WATER METER

EXIST. MANHOLE

EXIST. LIGHT POLE

EXIST. STREET LIGHT

EXIST. TELEPHONE PEDESTAL

EXIST. WATER VALVE

PROP. FIRE HYDRANT

PROP. MANHOLE

PROP. WATER METER

PROP. WATER VALVE

LEGEND

1 PROP. STORM MH #1.1

2 PROP. STORM MH #1.2

3 PROP. STORM MH #1.3

4 PROP. STORM MH #1.4

5 PROP. STORM MH #1.5

6 PROP. STORM MH #1.6

7 PROP. STORM MH #1.7

8 PROP. 5’ TYPE R INLET #1.8

9 PROP. 5’ TYPE R INLET #1.9

10 PROP. 5’ TYPE R INLET #1.2.1

11 PROP. 5’ TYPE R INLET #3.1

12 PROP. 5’ TYPE R INLET #3.2

13 PROP. 5’ TYPE R INLET #4.1

14 PROP. 5’ TYPE R INLET #4.2

15 PROP. 5’ TYPE R INLET #2.1

16 PROP. 5’ TYPE R INLET #2.3

17 PROP. 5’ TYPE R INLET #2.4

18 PROP. 5’ TYPE R INLET #2.5

19 PROP. 5’ TYPE R INLET #2.6

20 PROP. UNDERDRAIN LINE

21 PROP. SAN MH #1.1

22 PROP. SAN MH #1.2

23 PROP. SAN MH #1.3

24 PROP. SAN MH #1.4

25 PROP. SAN MH #1.5

26 PROP. SAN MH #1.6

27 PROP. SAN MH #1.7

28 PROP. SAN MH #1.8

29 PROP. SAN MH #2.1

30 PROP. SAN MH #2.2

31 PROP. SAN MH #3.1

32 PROP. SAN MH #3.2

33 PROP. SAN MH #3.3

34 PROP. SAN MH #3.4

35 PROP. SAN MH #4.1

36 PROP. SAN MH #4.2

37 PROP. SAN MH #4.3

38 PROP. SAN MH #5.1

39 PROP. SAN MH #5.2

40 PROP. SAN MH #6.1

41 PROP. SAN MH #6.2

42 PROP. SAN MH #6.3

43 PROP. FIRE HYDRANT #1.4.1

44 PROP. FIRE HYDRANT #1.8.1

45 PROP. FIRE HYDRANT #1.11.1

46 PROP. FIRE HYDRANT #2.2.1

47 PROP. FIRE HYDRANT #2.3.1

48 PROP. FIRE HYDRANT #3.1.1

49 PROP. FIRE HYDRANT #3.6.1

50 PROP. FIRE HYDRANT #4.3.1

51 PROP. FIRE HYDRANT #5.1.1

52 PROP. FIRE HYDRANT #5.5.1

53 PROP. FIRE HYDRANT #6.3.1

54 PROP. FIRE HYDRANT #6.5.1

55 PROP. FIRE HYDRANT #6.6.1

56 PROP. FIRE HYDRANT #7.3.1

UTILITY PLAN SCHEDULE:

45

57

57 PROP. STORM MH #2.2

PROP. STREET LIGHT

E1

E1

E2

E3

E1

E4

E1

E1

E5E6

E5

E5

E5 E5

E5

E6

E5

E5

E5

E5

E5

E5

E5

E5

EASEMENT SCHEDULE:E1 EXIST. 8’ UTILITY EASEMENT, (REC. NO. 2016000099450)

E2 EXIST. QWEST EASEMENT, (REC. NO. C1086157)

E3 EXIST. SLOPE EASEMENT, (BK.5464~PG.247)

E4 EXIST. 75’ DITCH EASEMENT, (REC. NO. 20060424000412170)

E5 PROP. UTILITY EASEMENT

E6 PROP. EXCLUSIVE WATER EASEMENT

dalston
Callout
Proposed lighting is missing.
Page 3: CALL 811 Or The One-call Center … 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 8 BLOCK 9 BLOCK 10 TRACT "F3" TRACT "F3" BLOCK 2, RIVER VALLEY VILLAGE SUBDIVISION

E-021-16WAB, DRA, JDP

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COLORADO REG I STERED

PRO F E S S I O N A L E NG I NE ER

28427

N

NYL A

E ABA. RY

W T

Prepared Under The Direct Supervision Of:

Weylan A. Bryant, P.E. No. 28427For and on behalf of Engineering Service Company, Inc.

Desc

riptio

n:

No.:

Date

:1

INIT

IAL C

ON

ST

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C8.7

Mbenaven
Text Box
Add Typical Speed Table Detail 700-20A