DESIGN ENGINEER'S STATEMENT:

THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MYDIRECTION AND SUPERVISION. SAID PLANS AND SPECIFICATIONS HAVE BEENPREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FORDETAILED ROADWAY, DRAINAGE, GRADING AND EROSION CONTROL PLANS ANDSPECIFICATIONS, AND SAID PLANS AND SPECIFICATIONS ARE IN CONFORMITYWITH APPLICABLE MASTER DRAINAGE PLANS AND MASTER TRANSPORTATIONPLANS. SAID PLANS AND SPECIFICATIONS MEET THE PURPOSES FOR WHICHTHE PARTICULAR ROADWAY AND DRAINAGE FACILITIES ARE DESIGNED AND ARECORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I ACCEPTRESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS, ERRORSOR OMISSIONS ON MY PART IN PREPARATION OF THESE DETAILED PLANS ANDSPECIFICATIONS.

_______________________________________ _______________JOHN P. SCHWAB, P.E. #29891 DATE

OWNER/DEVELOPER'S STATEMENT:

I, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH ALL OF THEREQUIREMENTS SPECIFIED IN THESE DETAILED PLANS AND SPECIFICATIONS.

_________________________________________ _______________JAKE KUNSTLE, MANAGER DATECORRAL RANCH DEVELOPMENT COMPANY6 SOUTH TEJON STREET, SUITE 515COLORADO SPRINGS, COLORADO 80903

EL PASO COUNTY:

COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITHCOUNTY DESIGN CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THEACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND/OR ELEVATIONSWHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY THROUGH THEAPPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FORCOMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT.

IN ACCORDANCE WITH ECM SECTION 1.12, THESE CONSTRUCTION DOCUMENTSWILL BE VALID FOR CONSTRUCTION FOR A PERIOD OF 2 YEARS FROM THE DATESIGNED BY THE EL PASO COUNTY ENGINEER. IF CONSTRUCTION HAS NOTSTARTED WITHIN THOSE 2 YEARS, THE PLANS WILL NEED TO BE RESUBMITTEDFOR APPROVAL, INCLUDING PAYMENT OF REVIEW FEES AT THE PLANNING ANDCOMMUNITY DEVELOPMENT DIRECTORS DISCRETION.

FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTYLAND DEVELOPMENT CODE, DRAINAGE CRITERIA MANUAL, AND ENGINEERINGCRITERIA MANUAL AS AMENDED.

_________________________________________ ____________JENNIFER IRVINE, P.E., DATECOUNTY ENGINEER / ECM ADMINISTRATOR

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TAC

KH

OU

SER

OAD

60'R

.O.W

.

HOOFPRINT ROAD

CO

RR

ALR

ANC

HR

OA

HO

OFP

RIN

TR

OAD

PP-L13=FP-L1

PP-L14=FP-L2

PP-L15= FP-L3

PP-L21=FP-L6

PP-L20= FP-L5

PP- L16= PP-L 4

PP-L17= FP-L2

PP-L19= FP-L4

PP-L22=FP-L1

PP-L23=FP-L2

PP-L24=FP-L3PP-L25=FP-L4

PP-L26=FP-L5

PP-L31=FP-L5

PP-L30=FP-L6

PP-L27=FP-L6

PP-L1=FP-L1

PP-L4=FP-L4

PP-L3=FP-L3PP-L2=FP-L2

PP-L5=FP-L1

PP-L6=FP-L2

PP-L10=FP-L1

PP-L7=FP-L3

PP-L11= FP-L5

PP-L8=FP-L4

PP-L9=FP-L5

TRACT A

PP-L28=FP-L7

PP-L29=FP-L8

N36°57'07"W639.82'

N88°55'10"E 649.58'N62°19'15"W

711.59'

297.00'N61°17'45"W

495.00'

N27°

40'45

"E54

1.00

'

N10

°39'

08"E

188.

69'

N10

°39'

08"E

N10

°39'

08"E

644.

69'

N89°31'45"W 593.68'

N02

°29'

15"E

570.

80'

N75°07'40"E 363.12'

N16°41'17"W

605.68'

281.00'

N0 0

°28'

1 5"E

679.

56'

326.00'

287.04'

N44°13'37"W631.00'N44°13'37"W

667.88'

N67°11'21"W648.81'

N01

°13'

3 4"E

8 09 .

98'

N74°17'37"E 524.73'

N29°45'30"W524.76'

N37°2

0'38"

E29

2.00'

N39°08'26"W878.39'

N53°30'27"E738.72'

85.60'

N88°46'26"W 575.82'

N65°13'52"E793.91'

80.00'

N76°02'57"E 751.53'

N89°11'29"E 660.63'

N01

°13'

3 4"E

731.

37'

198.1

5'

N46°41'5

3"E49

2.78'

N46°41'5

3"E53

2.67'

278.38'

N01

°13'

3 4"E

703.

81'

N01

°13'

3 4"E

732.

44'

N01

°13'

3 4"E

9 10 .

6 1'

N01

°13'

3 4"E

853.

37'

N01

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3 4"E

733.

05'

337 .

50'

277 .

71'

299 .

24'

330 .

00'

79. 9

3'

796.04'668.00'

555.00'

320.

00'

541.

00'

152.

00'

168.

00'

186.

35'

186.

19'

L=

15

4 .0 2

'

L=5 0 2 .5

0 'L =2 9 1 .67 '

L =1 2 0 . 9 6 '

42.75' 42.48'

450.35' 261.89' 370.49' 325.89'

L =1 2 9 .3 8 '

N74°18'59"W

L=824 . 73 '

L=

47

5. 7

0 '

264.

93'

367 .

59'

300 .

00'

188.

69'

N10

°39'

08"E

N76°11'18"E

L=42 7 . 20 '

181.

18'

L=29 0 .57 '

L =2 1 0 . 75 '

L=

1 9 4 .47 '

L=

23

6.2

6'

L=

23

. 31

'

C21

181.

33' 397.25'

L =1 3 9 . 40 '

N88°46'26"W

371.00'

182.00'

325.39'

1 29.

50'

3 33.

00'

6 29.

59'

N88°46'26"W

N46°41'5

3"E

N39°08'26"W

N75°32'54"E 551.00'

N90°00'00"E 1061.50'

4 46.

00'

8 62.

50'

275.50'275.50'

2 02.

58'

N01

°13'

3 4"E

877.

44'

1 45.

00'

265.38' 269.58' 261.17' 265.38'

L=182 .

39'

N59°06'27"E

N72°30'43"WN74°42'04"W

276.36'

266.70'

169.

21'

N44°13'37"W

S87°31'34"E 2079.08'

S00°

28' 1

5"W

667 .

59'

660.23'

S87°32'08"E

326.50'

S00°

31' 2

2"W

6 79.

6 7'

(S0 0

°29 '

17"W

679.

1 0')

S87°30'45"E

S00°29'17"W

326.50'

60.04'

112.77'N00°29'17"E 649.39'

649.39'

S89°30'43"E 660.00'BASIS OF BEARINGS

N00

°31 '

20"E

615 .

21'

S87°22'33"E33.24'

N01

°13 '

34"E

2603

.17'

(S87°30'45"E)

(S0 0

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17"W

667.

50' )

(S87°30'45"E)

N88°18'46"W 2416.31'

1006

. 58 '

5 63 .

8 4'

1 03 2

. 75 '

N0 0

°34'

10"E

1 282

.62'

N87°30'45"W 428.90'

N88°04'49"W 421.69'

2122.51'

N87°30'45"W 1339.97'

S00°

34'1

0"W

6 59.

9 6'

S0 0°28' 40"E1212 .92'

11 84.78 '

S12°02'29"W75.83'

SECTION LINE AS SHOWN BY CLARK 2002

293.80'

26.15'S00°34'10"W

LARK 2002PP-L18= FP-L3

PP-L12= FP-L6

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3-42

MAINTENANCE REQUIREMENTSINSTALLATION REQUIREMENTS

STRAW BALE BARRIER NOTES

STRAW BALE BARRIER

TO ADJACENT BALESSTRAW BALE- TIGHTLY ABUTTED

STAKES 2 PER BALE, MINWOODEN OR METAL

Straw Bale BarrierFigure SBB-2

RequirementsConstruction Detail and MaintenanceStormwater Quality

City of Colorado Springs

FLOW

NTS

INSTALLATION REQUIREMENTS

MAINTENANCE REQUIREMENTS

City of Colorado SpringsStormwater Quality

Figure SF-2Silt Fence

Construction Detail and MaintenanceRequirements

3-36

SILT FENCE NOTES

City of Colorado SpringsStormwater Quality

NTSVEHICLE TRACKING

EXISTINGPAVEMENT

Figure VT-2Vehicle Tracking

Application Examples

INSTALLATION REQUIREMENTS MAINTENANCE REQUIREMENTS

VEHICLE TRACKING NOTES

PLAN

3" MIN OF COURSE AGGREGATE ON ALLCONSTRUCTION ROADS, PARKING AREAS,STAGING AREA, LOADING/UNLOADING AREAS,AND STORAGE AREAS.

SECTION

COARSE AGGREGATE3 INCHES (D )

75'-0' MIN

3-54

GEOTEXTILE (MATERIAL REQUIREMENTS IN APPENDIX B, TABLE MT-3)

50

City of Colorado SpringsStormwater Quality Construction Detail and Maintenance

Requirements

Figure CD-1Check Dam

50

EXISTINGGRADE

EXISTINGGRADEA. ROCK DAM

CHECK DAM NOTESINSTALLATION REQUIREMENTS MAINTENANCE REQUIREMENTS

B. STRAW BALE CHECK DAM(SEE STRAW BALE BARRIER INSTALATION)

A

A

B

B

L

L

STRAW BALE, TYP

ROCK DAM, TYP

C. SPACING CHECK DAMSL= THE DISTANCE SUCH THAT POINTS A AND B ARE AT THE SAME ELEVATION.

CHECK DAMNTS

RIPRAP D =6"RIPRAP D =6"

4" TO 6" ENTRENCHED

3-20

50

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