interstate 25 - epcdevplanstorage.blob.core.windows.net · project location interstate 25 monument...

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PROJECT CONTACTS:

OWNER:

STEEL STRUCTURES AMERICA INC.

3635 E. COVINGTON AVE.

POST FALLS, ID 83854

866.290.3471

MUNICIPALITY:

EL PASO COUNTY

2880 INTERNATIONAL CIRCLE, SUITE 110

COLORADO SPRINGS, CO 80910

719.520.6300

CIVIL ENGINEER:

TERRA FORMA SOLUTIONS

CONTACT: TODD JOHNSON, PE

9994 QUINTERO STREET

COMMERCE CITY, CO 80022

303.257.7653

GEO-TECH:

CTL THOMPSON INC.

5170 MARK DABLING BLVD

COLORADO SPRINGS, CO 80918

719.528.8300

LANDSCAPE:

TIM DUNN DESIGN

LANDSCAPE ARCHITECTURE

6948 DAVENTY PLACE

CASTLE PINES, CO 80108

720.350.2411

FIRE DISTRICT:

TRI-LAKES MONUMENT FIRE PROTECTION DISTRICT

16055 OLD FOREST POINT, SUITE 103

MONUMENT, CO 80132

719.484.0911

SURVEYOR:

AZTEC CONSULTANTS, INC.

300 E. MINERAL AVE. SUITE 1

LITTLETON, CO 80122

303.713.1898

WATER / SEWER:

WOODMOOR WATER AND SANITATION DISTRICT

1845 WOODMOOR DRIVE

MONUMENT, CO 80132

719.488.2525

GAS:

BLACK HILLS ENERGY

1515 WYNKOOP ST #500

DENVER, CO 80202

888.890.5554

ELECTRIC:

MOUNTAIN VIEW ELECTRIC ASSOCIATION, INC.

11140 E. WOODMEN ROAD

FALCON, CO 80831

719.495.2283

TELEPHONE:

CENTURY LINK

9 SUNCREST ROAD

PALMER LAKE, CO 80133

719.270.1653

ARCHITECT:


3635 E. COVINGTON AVE.


866.290.3471

LEGAL DESCRIPTION:

PER LAND TITLE GUARANTEE COMPANY COMMITMENT ORDER NO. SC55073096-3, WITH AN EFFECTIVE DATE OF

OCTOBER 2, 2018 AT 5:00 P.M.:

LOT 2, GREATER EUROPE MISSION SUBDIVISION FILING NO. 1, COUNTY OF EL PASO, STATE OF COLORADO

BENCHMARK:

NGS CONTROL POINT T 395 BEING A STANDARD NGS STEEL ROD IN A LOGO MONUMENT BOX LOCATED 20 MILES

NORTH OF COLORADO SPRINGS ON THE EAST SIDE OF I-25, 1,200 FEET NORTH OF THE WEIGH STATION

BUILDING, AND 20.5 FEET EAST OF THE EASTERLY EDGE OF OIL OF THE NORTHBOUND LANES OF I-25.

ELEVATION = 7111.32 (NAVD88)

BASIS OF BEARINGS:

THE WESTERLY BOUNDARY LINE OF LOT 2, GREATER EUROPE MISSION SUBDIVISION FILING NO. 1, BEING

MONUMENTED AT BOTH ENDS BY A NO. 5 REBAR WITH A RED PLASTIC CAP STAMPED "AZTEC PLS 38256",

ASSUMED TO BEAR NORTH 05°26'25" WEST.

CONSTRUCTION DOCUMENTS

LOT 2, GREATER EUROPE MISSION SUBDIVISION FILING NO. 1

LOCATED IN THE SOUTHWEST QUARTER OF SECTION 11,

TOWNSHIP 11 SOUTH, RANGE 67 WEST OF THE SIXTH PRINCIPAL MERIDIAN,

COUNTY OF EL PASO, STATE OF COLORADO

FLOOD ZONE:

THE SUBJECT PROPERTY SHOWN HEREIN LIES WITHIN OTHER AREAS - ZONE X, AREAS DETERMINED TO BE

OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT

AGENCY FLOOD INSURANCE RATE MAP INDEX NO. 08041C0276G, MAP REVISED DECEMBER 7, 2018.

VICINITY MAP

1"=2000'

SHEET INDEX:

1 CS COVER SHEET

2 GN GENERAL NOTES

3 SU SITE AND UTILITY PLAN

4 GR GRADING PLAN

5 EC GRADING AND EROSION CONTROL PLAN

6 SD STORM PLAN AND PROFILES

7 PD EXTENDED DETENTION BASIN PLAN

8 OS OUTLET STRUCTURE DETAILS

9 DT1 EROSION CONTROL DETAILS

10 DT2 EROSION CONTROL DETAILS

11 DT3 SITE AND STORM DRAIN DETAILS

12 DT4 SITE AND STORM DRAIN DETAILS

PROJ NO:

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DESIGN ENGINEER'S STATEMENT:

THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION.

SAID PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE

COUNTY FOR DETAILED ROADWAY, DRAINAGE, GRADING AND EROSION CONTROL PLANS AND SPECIFICATIONS,

AND SAID PLANS AND SPECIFICATIONS ARE IN CONFORMITY WITH APPLICABLE MASTER DRAINAGE PLANS AND

MASTER TRANSPORTATION PLANS. SAID PLANS AND SPECIFICATIONS MEET THE PURPOSES FOR WHICH THE

PARTICULAR ROADWAY AND DRAINAGE FACILITIES ARE DESIGNED AND ARE CORRECT TO THE BEST OF MY

KNOWLEDGE AND BELIEF. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS,

ERRORS OR OMISSIONS ON MY PART IN PREPARATION OF THESE DETAILED PLANS AND SPECIFICATIONS.

TODD JOHNSON, P.E. #37660 DATE

OWNER/DEVELOPER'S STATEMENT:

I, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH ALL OF THE REQUIREMENTS SPECIFIED IN

THESE DETAILED PLANS AND SPECIFICATIONS.

JUSTIN STERNBERG, PRESIDENT DATE


3635 E. COVINGTON AVENUE


EL PASO COUNTY:

COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH COUNTY DESIGN CRITERIA.

THE COUNTY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS,

AND/OR ELEVATIONS WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY THROUGH THE APPROVAL

OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR COMPLETENESS AND/OR ACCURACY OF THIS

DOCUMENT.

FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE,

DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2, AND ENGINEERING CRITERIA MANUAL AS AMENDED.

IN ACCORDANCE WITH ECM SECTION 1.12, THESE CONSTRUCTION DOCUMENTS WILL BE VALID FOR

CONSTRUCTION FOR A PERIOD OF 2 YEARS FROM THE DATE SIGNED BY THE EL PASO COUNTY ENGINEER. IF

CONSTRUCTION HAS NOT STARTED WITHIN THOSE 2 YEARS, THE PLANS WILL NEED TO BE RESUBMITTED FOR

APPROVAL, INCLUDING PAYMENT OF REVIEW FEES AT THE PLANNING AND COMMUNITY DEVELOPMENT

DIRECTORS DISCRETION.

JENNIFER IRVINE, P.E. DATE

COUNTY ENGINEER / ECM ADMINISTRATOR

UNCC

CALL BEFORE

YOU DIG

811

OR

1-800-922-1987

UTILITY NOTIFICATION

CENTER OF COLORADO

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GRADING AND EROSION CONTROL NOTES:

1. STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE

POLLUTION, CONTAMINATION, OR DEGRADATION OF STATE WATERS. ALL WORK AND EARTH DISTURBANCE

SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF ANY ON-SITE OR OFF- SITE WATERS,

INCLUDING WETLANDS.

2. NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL

DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND EROSION CONTROL SHALL

CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST RECENT VERSION OF THE RELEVANT

ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND DEVELOPMENT CODE, THE ENGINEERING

CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2.

ANY DEVIATIONS TO REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING.

3. A SEPARATE STORMWATER MANAGEMENT PLAN (SMWP) FOR THIS PROJECT SHALL BE COMPLETED AND

AN EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP) ISSUED PRIOR TO COMMENCING

CONSTRUCTION. DURING CONSTRUCTION THE SWMP IS THE RESPONSIBILITY OF THE DESIGNATED

QUALIFIED STORMWATER MANAGER OR CERTIFIED EROSION CONTROL INSPECTOR AND SHALL BE

LOCATED ON SITE AT ALL TIMES DURING CONSTRUCTION AND SHALL BE KEPT UP TO DATE WITH WORK

PROGRESS AND CHANGES IN THE FIELD.

4. ONCE THE ESQCP IS APPROVED AND A “NOTICE TO PROCEED” HAS BEEN ISSUED, THE CONTRACTOR MAY

INSTALL THE INITIAL STAGE EROSION AND SEDIMENT CONTROL MEASURES AS INDICATED ON THE

APPROVED GEC. A PRECONSTRUCTION MEETING BETWEEN THE CONTRACTOR, ENGINEER, AND EL PASO

COUNTY WILL BE HELD PRIOR TO ANY CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE APPLICANT TO

COORDINATE THE MEETING TIME AND PLACE WITH COUNTY STAFF.

5. CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF ACTIVITIES THAT MAY

CONTRIBUTE POLLUTANTS TO STORMWATER. TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES

FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED

IMMEDIATELY UPON COMPLETION OF THE DISTURBANCE.

6. ALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MAINTAINED AND REMAIN IN

EFFECTIVE OPERATING CONDITION UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE

IMPLEMENTED AND FINAL STABILIZATION IS ESTABLISHED. ALL PERSONS ENGAGED IN LAND DISTURBANCE

ACTIVITIES SHALL ASSESS THE ADEQUACY OF CONTROL MEASURES AT THE SITE AND IDENTIFY IF

CHANGES TO THOSE CONTROL MEASURES IS NEEDED TO ENSURE THE CONTINUED EFFECTIVE

PERFORMANCE OF THE CONTROL MEASURES. ALL CHANGES TO TEMPORARY SEDIMENT AND EROSION

CONTROL MEASURES MUST BE INCORPORATED INTO THE STORMWATER MANAGEMENT PLAN PRIOR TO

IMPLEMENTATION.

7. TEMPORARY STABILIZATION SHALL BE IMPLEMENTED ON DISTURBED AREAS AND STOCKPILES WHERE

GROUND DISTURBING CONSTRUCTION ACTIVITY HAS PERMANENTLY CEASED OR TEMPORARILY CEASED

FOR LONGER THAN 14 DAYS. AN AREA THAT IS GOING TO REMAIN IN AN INTERIM STATE FOR MORE THAN 60

DAYS SHALL ALSO BE STABILIZED.

8. FINAL STABILIZATION MUST BE IMPLEMENTED AT ALL APPLICABLE CONSTRUCTION SITES. FINAL

STABILIZATION IS ACHIEVED WHEN ALL GROUND DISTURBING ACTIVITIES ARE COMPLETE AND ALL

DISTURBED AREAS EITHER HAVE A UNIFORM VEGETATIVE COVER WITH INDIVIDUAL PLAN DENSITY OF 70

PERCENT OF PRE-DISTURBANCE LEVELS ESTABLISHED OR EQUIVALENT PERMANENT ALTERNATIVE

STABILIZATION METHOD IS IMPLEMENTED. ALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES

SHALL BE REMOVED UPON FINAL STABILIZATION AND BEFORE PERMIT CLOSURE.

9. ALL PERMANENT STORMWATER MANAGEMENT FACILITIES SHALL BE INSTALLED AS DEFINED IN THE

APPROVED PLANS. ANY PROPOSED CHANGES THAT EFFECT THE HYDROLOGY OR HYDRAULICS OF A

PERMANENT STORMWATER MANAGEMENT STRUCTURES MUST BE APPROVED BY THE ECM

ADMINISTRATOR PRIOR TO IMPLEMENTATION.

10. ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY MINIMIZE

ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION. ALL DISTURBANCES SHALL BE DESIGNED,

CONSTRUCTED, AND COMPLETED SO THAT THE EXPOSED AREA OF ANY DISTURBED LAND SHALL BE

LIMITED TO THE SHORTEST PRACTICAL PERIOD OF TIME. PRE-EXISTING VEGETATION SHALL BE

PROTECTED AND MAINTAINED WITHIN 50 HORIZONTAL FEET OF A WATERS OF THE STATE, UNLESS

INFEASIBLE.

11. COMPACTION OF SOIL MUST BE PREVENTED IN AREAS DESIGNATED FOR INFILTRATION CONTROL

MEASURES OR WHERE FINAL STABILIZATION WILL BE ACHIEVED BY VEGETATIVE COVER. AREAS

DESIGNATED FOR INFILTRATION CONTROL SHALL ALSO BE PROTECTED FROM SEDIMENTATION DURING

CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED.

12. ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF

STORMWATER AROUND, THROUGH, OR FROM THE EARTH DISTURBANCE AREA SHALL BE A STABILIZED

CONVEYANCE DESIGNED TO MINIMIZE EROSION AND THE DISCHARGE OF SEDIMENT OFF SITE.

13. CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH THE SWMP. NO

WASH WATER SHALL BE DISCHARGED TO OR ALLOWED TO RUNOFF TO STATE WATERS, INCLUDING ANY

SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES. CONCRETE WASHOUT SHALL NOT

BE LOCATED IN AN AREA WHERE SHALLOW GROUNDWATER MAY BE PRESENT, OR WITHIN 50 FEET OF A

SURFACE WATER BODY.

14. DEWATERING OPERATIONS: UNCONTAMINATED GROUND WATER MAY BE DISCHARGED ON SITE, BUT MAY

NOT LEAVE THE SITE IN THE FORM OF SURFACE RUNOFF.

15. EROSION CONTROL BLANKETING IS TO BE USED ON SLOPES STEEPER THAN 3:1.

16. BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY

PLACED OR STORED IN THE STREET, ALLEY, OR OTHER PUBLIC WAY, UNLESS IN ACCORDANCE WITH AN

APPROVED TRAFFIC CONTROL PLAN. BMP'S MAY BE REQUIRED BY EL PASO COUNTY ENGINEERING IF

DEEMED NECESSARY, BASED ON SPECIFIC CONDITIONS AND CIRCUMSTANCES.

17. VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED. MATERIALS

TRACKED OFFSITE SHALL BE CLEANED UP AND PROPERLY DISPOSED OF IMMEDIATELY.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THE CONSTRUCTION

SITE FOR DISPOSAL IN ACCORDANCE WITH LOCAL AND STATE REGULATORY REQUIREMENTS. NO

CONSTRUCTION DEBRIS, TREE SLASH, BUILDING MATERIAL WASTES OR UNUSED BUILDING MATERIALS

SHALL BE BURIED, DUMPED, OR DISCHARGED AT THE SITE.

19. THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BE

RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS, DIRT, TRASH, ROCK, SEDIMENT, AND

SAND THAT MAY ACCUMULATE IN THE STORM SEWER OR OTHER DRAINAGE CONVEYANCE SYSTEM AND

STORMWATER APPURTENANCES AS A RESULT OF SITE DEVELOPMENT.

20. THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL,

TO THAT QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE. ALL MATERIALS

STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR ORIGINAL CONTAINERS, WITH

ORIGINAL MANUFACTURER'S LABELS.

21. NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN

STORMWATER UNLESS PERMISSION FOR THE USE OF A SPECIFIC CHEMICAL IS GRANTED IN WRITING BY

THE ECM ADMINISTRATOR. IN GRANTING THE USE OF SUCH CHEMICALS, SPECIAL CONDITIONS AND

MONITORING MAY BE REQUIRED.

22. BULK STORAGE OF PETROLEUM PRODUCTS OR OTHER LIQUID CHEMICALS IN EXCESS OF 55 GALLONS

SHALL HAVE ADEQUATE SECONDARY CONTAINMENT PROTECTION TO CONTAIN ALL SPILLS AND PREVENT

ANY SPILLED MATERIAL FROM ENTERING STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE

STORM DRAINAGE SYSTEM OR FACILITIES.

23. NO PERSON SHALL CAUSE THE IMPEDIMENT OF STORMWATER FLOW IN THE FLOW LINE OF THE CURB AND

GUTTER OR IN THE DITCH FLOW LINE.

24. INDIVIDUALS SHALL COMPLY WITH THE “COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8,

CRS), AND THE “CLEAN WATER ACT” (33 USC 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE

DCM VOLUME II AND THE ECM APPENDIX I. ALL APPROPRIATE PERMITS MUST BE OBTAINED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION (NPDES, FLOODPLAIN, 404, FUGITIVE DUST, ETC.). IN THE EVENT

OF CONFLICTS BETWEEN THESE REQUIREMENTS AND LAWS, RULES, OR REGULATIONS OF OTHER

FEDERAL, STATE, OR COUNTY AGENCIES, THE MORE RESTRICTIVE LAWS, RULES, OR REGULATIONS SHALL

APPLY.

25. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS.

26. PRIOR TO ACTUAL CONSTRUCTION THE PERMITEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES.

27. A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS

REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND.

28. THE SOILS REPORT FOR THIS SITE HAS BEEN PREPARED BY _ AND SHALL BE CONSIDERED A PART OF

THESE PLANS.

29. AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT

WILL DISTURB 1 ACRE OR MORE, THE OWNER OR OPERATOR OF CONSTRUCTION ACTIVITY SHALL SUBMIT A

PERMIT APPLICATION FOR STORMWATER DISCHARGE TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH

AND ENVIRONMENT, WATER QUALITY DIVISION. THE APPLICATION CONTAINS CERTIFICATION OF

COMPLETION OF A STORMWATER MANAGEMENT PLAN (SWMP), OF WHICH THIS GRADING AND EROSION

CONTROL PLAN MAY BE A PART. FOR INFORMATION OR APPLICATION MATERIALS CONTACT:

COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT

WATER QUALITY CONTROL DIVISION

WQCD - PERMITS

4300 CHERRY CREEK DRIVE SOUTH

DENVER, CO 80246-1530

ATTN: PERMITS UNIT

ENGINEER'S NOTES:

1. LOCATION (HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES

(PRIVATE OR PUBLIC) SHALL BE IDENTIFIED OR VERIFIED BY

CONTRACTOR PRIOR TO MOBILIZATION, CONSTRUCTION, OR

ORDERING OF MATERIALS. FOR INFORMATION CONTACT: DENVER

INTER-UTILITY GROUP, 1-800-922-1987 OR LOCAL AGENCY, PRIVATE

ENTITY, OR OTHER ASSOCIATED ENTITIES WITHIN THE LIMITS OF

CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE FULL COST OF

REMOVAL, REPLACEMENT, AND DELAY RELATED TO UNVERIFIED

EXISTING CONDITIONS. WHERE THE CONTRACTOR FINDS CONFLICTS

OR DISCREPANCIES THEY SHALL BE REPORTED IMMEDIATELY TO THE

ENGINEER.

2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO

COMPLETE THE WORK SHOWN ON THE PLANS OR DESCRIBED IN THE

SPECIFICATIONS IN A SATISFACTORY MANNER. UNLESS OTHERWISE

PROVIDED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS,

EQUIPMENT, TOOLS, LABOR, AND INCIDENTALS TO COMPLETE THE

WORK.

3. IN SOME CASES THERE ARE AREAS OF THE SITE DEPICTED ON MORE

THAN ONE PAGE OF THE PLANS, HOWEVER, ALL IMPROVEMENTS ARE

NOT DEPICTED DEPICTED ON EVERY PAGE. THE CONTRACTOR SHALL

REVIEW EACH PAGE OF THE PLANS AND DETAILS AND SHALL

CONSTRUCT ALL IMPROVEMENTS REGARDLESS OF WHETHER THEY

ARE SHOWN ON EVERY PAGE. WHERE DISCREPANCIES ARE FOUND

ON PLANS OR DETAILS SHOWN ON THE PLANS, THE CONTRACTOR

SHALL NOTIFY THE ENGINEER PRIOR TO BEGINNING

CONSTRUCTIONS. THE CONTRACTOR SHALL BEAR THE FULL COST OF

REMOVAL, REPLACEMENT, DELAY, AND MOBILIZATION RELATED TO

FAILURE TO REVIEW ALL PLANS.

4. THE MANUFACTURER/SUPPLIER SHALL DETERMINE PIPE CLASS

BASED ON THE MAXIMUM COVER AND BEDDING SHOWN ON THE

PLANS AND SOIL TYPE SHOWN IN THE GEOTECHNICAL REPORT. THE

CONTRACTOR SHALL PROVIDE PIPE D-LOAD CALCULATIONS STAMPED

BY A REGISTERED ENGINEER. IN NO CASE SHALL RCP PIPE CLASS BE

LESS THAN CLASS III.

UNCC

CALL BEFORE

YOU DIG

811

OR

1-800-922-1987


CENTER OF COLORADO


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20' UTILITY AND DRAINAGE EASEMENT

REC. NO. 200033900


REC. NO. 200033900


REC. NO. 200033900


REC. NO. 200033900

TEMP. CONSTRUCTION EASEMENT (TCE-10)

REC. NO. 217132602

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REC. NO. 200033900


REC. NO. 200033900

GREATER EUROPE MISSION

18950 BASE CAMP ROAD, MONUMENT, CO 80132

(REC. NO. 200033900 - PARCEL NO. 711303004)

BASE CAMP ROAD LLC


(REC. NO. 205173984 - PARCEL NO. 7111302003

MONUMENT HILL SELF STORAGE

PO BOX 310, MONUMENT, CO 80132

(REC. NO. 2015713600 - PARCEL NO. 7111304021

BASE CAMP ROAD LLC


(REC. NO. 205173984 - PARCEL NO. 7111302003)

4' MONUMENT DITCH & RESERVOIR

EASEMENT AS SHOWN ON WOODMOOR

BUSINESS/TECHNOLOGY PARK PLAT

LINEWORK WAS SCALED IN FROM A PDF.

4' MONUMENT DITCH & RESERVOIR

EASEMENT AS SHOWN ON WOODMOOR

BUSINESS/TECHNOLOGY PARK PLAT

LINEWORK WAS SCALED IN FROM A PDF.

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BU

ILD

IN

G 1 - 30'/50'x181'x8'-6" (8,700 S

F)

12'X

35'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12.5

'X30'

12'X

30'

12.5

'X30'

12'X

30'

BU

ILD

IN

G 4 - 48'x177'x16' ± (8,496 S

F) (14'x14' D

OO

RS

)

12.5

'X30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12'X

30'

12.5

'X30'

12'X

30'

12.5

'X35'

12.5

'X35'

16.5

'X48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16.5

'X48'

16.5

'X48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16'X

48'

16.5

'X48'

MO

NU

ME

NT

H

ILL R

OA

D

B

A

S

E

C

A

M

P

R

O

A

D

(

6

0

'

P

U

B

L

I

C

R

O

W

-

R

E

C

.

N

O

.

8

4

8

4

4

3

)

DE

ER

CR

EE

K R

OA

D

(60' P

UB

LIC

RO

W -

RE

C. N

O. 848443)

25' SETBACK

25' SETBACK

25' SETBACK

16.5' MOUNTAIN BELL EASEMENT

REC. NO. 848443

10' MOUNTAIN VIEW EASEMENT

REC. NO. 848443

PROPERTY BOUNDARY

PROPERTY BOUNDARY

PROPERTY BOUNDARY

PROPERTY BOUNDARY

60.00'

RO

W

2

1

2

3

4

5

4

1

2

2

58.0

0'

30.00'

45.5

0'

39.0

0'

39.67'

R1.50'

R200.00'

R5.00'

R3.00'

R

1

0

.0

0

'

R

2

5

.

0

0

'

R

3

3

5

.

0

0

'

R

1

0

.0

0

'

R

3

3

5

.

0

0

'

R25.00'

R25.00'

36.22'

(VARIES)

2

7

.

4

5

'

30.89'

(VARIES)

43.0

0'

28.94'

(VARIES)

35.26'

(VARIES)

6

0

.

0

0

'

R

O

W

32.00'

6

6

6

6

7

7

7

7

7

7

7

7

7

6

6

7

7

7

8

8

8

9

10

10

10

11

11

11

11

11

11

11

11

12

13

14

14

14

14

3

2

DIS

PLA

Y

BU

ILD

IN

G

30'x40'

DIS

PLA

Y

BU

ILD

IN

G

30'x30'

OF

FIC

E

(40'x30')

2 S

TO

RY

2,400 S

F

3

2

2

IN-2

IN-1

IN-3

OS-1

FES-1

24" RCP

1

8

" R

C

P

18" RCP

1

8

"

R

C

P

17

18

15

16

16

MO

DIF

IE

D C

AT

CH

C

UR

B (1F

T V

ER

TIC

AL H

EIG

HT

- T

YP

E A

C

AT

CH

C

UR

B)

1.5

" D

OM

ES

TIC

SE

RV

ICE

(UP

SIZ

ED

AF

TE

R C

UR

B S

TO

P)

EX

. 10" P

VC

EX

. 10" P

VC

SSMH (4' )

N: 464838.59

E: 181681.09

RIM 7128.01

INV IN 7119.69 (N-10")

INV IN 7120.02 (E-6")

INV OUT 7119.69 (S-10")

CUT=8.3±

2-WAY CO

RIM 7131.41

INV. 7122.89 (W - 6")

N: 464843.66

E: 181734.32

4

2

45.14' of 6" PVC @ 5.00%

2 PARKING SPACES

PROVIDED WITHIN

DISPLAY BUILDING

2 PARKING SPACES

PROVIDED WITHIN

DISPLAY BUILDING

NORTH PROPERTY LINE

SETBACK = 0 FEET

LANDSCAPING BEING SERVED

BY IRRIGATION TEE FROM THE

OFFICE BUILDING PLUMBING

20.0

0'

25.0

0'

2

5

.

0

0

'

3

0

.

0

0

'

2

5

.0

0

'

11.89'

2

2

.

4

5

'

2

5

.

0

0

'

3

1

.1

5

'

30.0

0'

2

3

.

9

4

'

3

0

.

2

6

'

2

4

.9

4

'

THE PARTIES RESPONSIBLE FOR THIS PLAN HAVE FAMILIARIZED

THEMSELVES WITH ALL CURRENT ACCESSIBILITY CRITERIA AND

SPECIFICATIONS AND THE PROPOSED PLAN REFLECTS ALL SITE

ELEMENTS REQUIRED BY THE APPLICABLE ADA DESIGN

STANDARDS AND GUIDELINES AS PUBLISHED BY THE UNITED

STATES DEPARTMENT OF JUSTICE. APPROVAL OF THIS PLAN BY

EL PASO COUNTY DOES NOT ASSURE COMPLIANCE WITH THE

ADA OR ANY REGULATIONS OR GUIDELINES ENACTED OR

PROMULGATED UNDER OR WITH RESPECT TO SUCH LAWS.

R20.00'

R

2

0

.

0

0

'

6"

FIR

E L

INE

1

5.0'

5' CURB TRANSITION FROM

6" VERTICAL CURB TO "ZERO"

HEIGHT CURB

5.0'

5' CURB TRANSITION FROM

6" VERTICAL CURB TO "ZERO"

HEIGHT CURB

8.33' of 6" PVC @ 5.00%

MONITORING MANHOLE (4' )

N: 464839.38

E: 181689.39

RIM 7127.68

INV IN 7120.64 (E-6")

INV OUT 7120.44 (W-6")

CUT=7.2±

5

MONUMENT SIGN

(14' x 2'-8")

19

19

19

8

39.0

0'

19.5

'

19.5

'

15.0

'

24.0

'

26.5

'

31.5

'

INTERSECTION SIGHT TRIANGLE

ANY OBJECT WITHIN THE SIGHT DISTANCE

TRIANGLE MORE THAN 30 INCHES ABOVE

THE ADJACENT ROAD EDGE OF ASPHALT

SHALL CONSTITUTE A SIGHT OBSTRUCTION,

AND SHALL BE REMOVED OR LOWERED.

1" = ' (HORIZONTAL)

''

98.4252

196.850498.42520

3

SIT

E A

ND

U

TILIT

Y P

LA

N

SU

KEYMAP

KEYNOTES:

ENTRY GATE

ENTRY GATE KEY PAD

2 STORY OFFICE

DISPLAY BUILDING (30'X30') W/ 2 PARKING SPACES

DISPLAY BUILDING (30'X40') W/ 2 PARKING SPACES

6" CURB AND GUTTER (SPILL)

6" CURB AND GUTTER (CATCH)

4' CROSSPAN

9'X19' ADA PARKING STALL

5' SIDEWALK

LANDSCAPE AREA

STOP SIGN

DETENTION POND

RETAINING WALLS

4' TRICKLE CHANNEL

POND FOREBAY

TYPE M - BURIED RIP RAP

POND MAINTENANCE ACCESS

CDOT - TYPE 3 W-BEAM GUARDRAIL

PARKING COUNT

1" SADDLE TAP & CORP. STOP

PROPOSED FIRE HYDRANT

8"X6" TEE (FIRE HYDRANT ASSEMBLY)

8" GATE VALVE

CURB STOP

12"x12"x2" PRECAST CONC BLOCK & VALVE CAN

1

2

3

4

5

6

7

#

SITE PLAN NOTES:

1. ALL RADIAL DIMENSIONS ARE TO FLOWLINE

UNLESS OTHERWISE NOTED

2. ALL HORIZONTAL DIMENSIONS ARE TO

FLOWLINE AND BUILDING EDGE UNLESS

OTHERWISE NOTED

8

9

10

12

13

14

11

1

3

4

2

15

16

17

18

UTILITY PLAN NOTES:

1. ALL 8" WATER TO BE PVC UNLESS OTHERWISE NOTED.

2. ALL STORM SEWER IS PRIVATE UNLESS OTHERWISE

NOTED.

3. ALL FIRE HYDRANT LATERALS SHALL BE DIP.

5

19

MO

NU

ME

NT

H

ILL R

OA

D

B

A

S

E

C

A

M

P

R

O

A

D

DE

ER

CR

EE

K R

OA

D

PROJ NO:

CHKD:

ENG :

OF

SHEET NUMBER

DE

SC

RIP

TIO

ND

AT

E

12

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

MO

NU

ME

NT S

TE

EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

D

MO

NU

ME

NT

, C

OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/10/2019


RE

VIS

IO

NS

P

ER

1

ST

S

UB

MIT

TA

L C

OM

ME

NT

S

1

06

/1

1/2

01

9

CALL BEFORE YOU DIG

811

OR

1-800-922-1987


CENTER OF COLORADO

IN-#

UTILITY PLAN LEGEND:

STORM SEWER

STRUCTURE DESIGNATION

PROPOSED SANITARY

SEWER LINE

PROPOSED WATER LINE

PROPOSED STORM DRAIN LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING STORM DRAIN LINE

W

SA

W


onum

ent, CO

\03 - D

raw

ings\Plansets\11-Site D

evelopm

ent Plans (SD

P)\11-Site and U

tility Plan.dw

g, 6/23/2019 4:16:22 PM

, epearson, 1:1

35.29 FL

28.29 FL

34.41 FL

HP

FF=7132.0

4

2.0%

2.0%

28.11 FL

28.14 HP

27.98 FL

28.12 FL

28.30 FL

28.64 FL

30.78 FL

31.12 FL

32.50 FL

34.03 FL

33.92 FL

34.01 FL

34.48 FL

34.89 FL

35.18 FL

34.08 FL

36.56 FL

36.65 FL

38.66 FL

40.87 EOP

M.E.

39.21 FL

36.29 FL

35.87 FL

34.91 FL

34.61 FL

34.48 FL

34.29 FL

34.55 FL

33.73 FL

33.74 FL

33.30 FL

31.38 FL

31.51 FL

31.13 FL

27.10 FL

25.85 LP

34.17 FL

31.82 FL

32.85 FL

33.15 FL

1.0

%

1.0

%

27.91 LP

36.46 FL

37.22 FL

3.1

%

0

.

6

%

0

.

5

%

0

.6

%

1

.

3

%

1.3%

1

.

9

%

1.1%

1

.

3

%

3

.4

%

1.8%

32.46 FL

1.8%

29.53 FL

4.7

%

2.5%

2.5%

33.91 FL

2.0%

32.93 BOW

31.59 BOW

30.21 BOW

21.85 BOW

27.23 FF

27.21 FF

??? BOW

32.04 FF

31.39 BOW

32.04 FF

31.74 BOW

33.30 FF

32.65 BOW

33.30 FF

0

.3

%

0.9

%

1.0

%

4.7

%

4.5

%

3.8%

2

.9

%

4

.

0

%

1

.

7

%

3.9%

5

.

1

%

4

.

4

%

6

.

7

%

4

.2

%

4

.

4

%

1

.

1

%

2

.

9

%

4

:

1

4:1

4:1

4

:

1

5:1

4

:1

4

:1

4

:1

4:1

???

???

MO

NU

ME

NT

H

ILL R

OA

D

B

A

S

E

C

A

M

P

R

O

A

D

DE

ER

CR

EE

K R

OA

D

BERM

3.0%

2.5%

6

.1

%

28.62

28.54

7.6

% 7.7

%

18.43 FL

17.26 FL

17.06 LP

17.11 FL

18.07

18.33

1.0

%

1.0

%

15.00 LP

1

1

1

2

3

4

5

5

5

6

6

6

PROPERTY

BOUNDARY

PROPERTY

BOUNDARY

22.22 BOW

27.90 FF

22.85 BOW

28.56 FF

23.49 BOW

29.23 FF

24.12 BOW

29.90 FF

27.90 FF

22.81 BOW

28.56 FF

23.45 BOW

29.23 FF

24.08 BOW

30.56 FF

25.40 BOW

4

:1

30.56 FL

0.5

%

2.1

%

35.06 FF

35.06 FF

1.5

%

1.8

%

1.5

%

4

.

9

%

4

.7

%

4

.

2

%

2

.

4

%

0.5

%

1.0%

1.6

%

35.04 FL

34.63 FL

4

.

4

%

4

.

7

%

4.5

%

5

.

5

%

4

.

8

%

4

.

1

%

1.0%

3.5

%

3.1

%

4

.

7

%

2

.

2

%

34.94 FL

1.0

%

36.81 FL

1

.7

%

2

.

7

%

2

.

2

%

2

.

8

%

3.6

%

4

.

2

%

3

.

8

%

1

.5

%

4.4

%

1

5

5

6

7

1

3

0

7130

7

1

3

0

7130

7

1

3

5

7135

7

1

4

0

7

1

2

0

33.54 FL

26.00 FL

31.88 FL

3

.5

%

21.1

%

1

8

" R

C

P24" RCP

18" RCP

1

8

"

R

C

P

7

7

7

1

2

3

4

35.65 FL

HP

33.45 FL

HP

39.39 EOP

M.E.

FF=7133.3

0

FF=7135.0

6

24.76 BOW

30.56 FF

29.90 FF

24.72 BOW

FF=7130.5

6

FF=7130.5

6

FF=7129.9

0

FF=7129.9

0

FF=7129.2

3

FF=7129.2

3

FF=7128.5

6

FF=7128.5

6

FF=7127.9

0

FF=7127.9

0

FF=7127.2

3

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

33.80 FL

33.99 FL

33.93 FG

34.53 FG

33.84 FG

34.59 FG

33.19 BOW

FF=7128.3

7

FF=7128.3

7

FF=7129.0

3

FF=7129.0

3

FF=7129.7

0

FF=7129.7

0

FF=7130.3

7

FF=7130.3

7

FF=7131.0

3

FF=7131.7

0

FF=7131.7

0

FF=7132.3

7

FF=7132.3

7

FF=7133.0

3

FF=7133.0

3

FF=7133.7

0

FF=7133.7

0

FF=7134.3

7

FF=7134.3

7

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

FF=7135.2

9

FF=7135.2

9

FF=7135.2

9

FF=7135.2

9

FF=7135.2

9

FF=7134.6

3

FF=7134.6

3

FF=7134.6

3

FF=7133.9

6

FF=7133.9

6

FF=7133.9

6

FF=7133.2

9

FF=7133.2

9

FF=7133.2

9

FF=7132.6

3

FF=7132.6

3

FF=7132.6

3

FF=7131.9

6

FF=7131.9

6

FF=7131.9

6

FF=7131.2

9

FF=7131.2

9

FF=7131.2

9

FF=7130.6

3

FF=7130.6

3

FF=7129.9

6

FF=7134.6

3

FF=7134.6

3

FF=7134.6

3

FF=7133.9

6

FF=7133.9

6

FF=7133.9

6

FF=7133.2

9

FF=7133.2

9

FF=7133.2

9

FF=7132.6

3

FF=7132.6

3

FF=7132.6

3

FF=7131.9

6

FF=7131.9

6

FF=7131.9

6

FF=7131.2

9

FF=7131.2

9

FF=7131.2

9

FF=7130.6

3

FF=7130.6

3

FF=7129.9

6

FF=7129.9

6

FF=7129.9

6

FF=7129.9

6

29.19 FG

FF=7133.1

5

FF=7132.4

8

FF=7132.4

8

FF=7132.4

8

FF=7132.4

8

FF=7131.8

2

FF=7131.8

2

FF=7131.8

2

FF=7131.1

5

FF=7131.1

5

FF=7131.1

5

FF=7130.4

8

FF=7130.4

8

FF=7130.4

8

FF=7130.4

8

FF=7130.4

8

FF=7130.4

8

FF=7130.4

8

FF=7131.1

5

FF=7131.1

5

FF=7131.1

5

FF=7131.8

2

FF=7131.8

2

FF=7131.8

2

32.35 FL

29.97 FL

30.23 FL

31.60 FL

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

8"

BU

ILD

ING

ST

EP

0.5%

1.8%



(REC. NO. 200033900 - PARCEL NO. 711303004)

BASE CAMP ROAD LLC


(REC. NO. 205173984 - PARCEL NO. 7111302003



(REC. NO. 2015713600 - PARCEL NO. 7111304021

BASE CAMP ROAD LLC


(REC. NO. 205173984 - PARCEL NO. 7111302003)

1.3

%

DEER

CREEK

ROAD

P

L

EX. ROADSIDE

SWALE

C&G

EX.

PAVING

PAVING

PAVING

BUILDING 3

1.0' CATCH

C&G

BUILDING 4

MONUMENT

HILL ROAD

P

L

20.00'

DRAINAGE

ESMT

9'

P

LSITE PAVING

EX. DEER CREEK ROAD

EX. ROADSIDE DITCH

WALLS

4' TRICKLE

CHANNEL

1" = ' (HORIZONTAL)

''

30

60300

4

GR

AD

IN

G P

LA

N

GR

KEYMAP

LEGEND:

LP = LOW POINT

HP = HIGH POINT

FL = FLOW LINE

TOW = TOP OF WALL

BOW = FINISHED GRADE AT BOTTOM FACE

OF WALL

FF = FINISHED FLOOR

FG = FINISHED GROUND

KEYNOTES:

RETAINING WALLS

DETENTION POND

DETENTION POND MAINTENANCE ACCESS

OUTLET STRUCTURE

4' DRAINAGE PAN

DRAINAGE SWALE

STORM INLET

1

2

3

4

5

6

7

1

0

0

1

0

0

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

MO

NU

ME

NT

H

ILL R

OA

D

B

A

S

E

C

A

M

P

R

O

A

D

DE

ER

CR

EE

K R

OA

D

SECTION - 1

SECTION - 2

SECTION - 3

SECTION - 4

PROJ NO:

CHKD:

ENG :

OF

SHEET NUMBER

DE

SC

RIP

TIO

ND

AT

E

12

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

MO

NU

ME

NT S

TE

EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

D

MO

NU

ME

NT

, C

OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/10/2019


RE

VIS

IO

NS

P

ER

1

ST

S

UB

MIT

TA

L C

OM

ME

NT

S

1

06

/1

1/2

01

9

CALL BEFORE YOU DIG

811

OR

1-800-922-1987


CENTER OF COLORADO

GRADING PLAN NOTES:

1. CONTRACTOR TO REFER TO THE GEOTECHNICAL

REPORT TO ENSURE ALL SUBGRADE PREPARATION

REQUIREMENTS, PAVEMENT RECOMMENDATIONS,

MINIMUM SLOPE REQUIREMENTS , AND ALL OTHER

APPLICABLE REQUIREMENTS ARE MET.

2. THE MAXIMUM SIDEWALK CROSS SLOPE SHALL BE

2.00%.

3. THE MAXIMUM LONGITUDINAL SLOPE OF ANY ADA

RAMP SHALL BE 8.33%.

4. RETAINING WALL DESIGN BY OTHERS.


onum

ent, CO

\03 - D

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ings\Plansets\11-Site D

evelopm

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P)\11-G

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, epearson, 1:1

G

G

G

G

G

G

G

G

G

G

G

TV

TV

T

V

T

V

T

V

T

V

T

V

T

V

T

V

T

V

T

V

T

V

E

E

E

E

E

E

E

E

E

E

WW W W

WW

WW

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

W

W

W

W

W

W

W

W

W

WW

WW

W

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

7

1

2

0

7

1

2

5

7130

7

1

3

0

7

1

3

5

7

1

3

0

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

MO

NU

ME

NT

H

ILL R

OA

D

B

A

S

E

C

A

M

P

R

O

A

D

DE

ER

CR

EE

K R

OA

D

EX

. 30" R

CP

???

???

???

5:1

4:1

8:1

4:1

PROPERTY BOUNDARY


REC. NO. 200033900


REC. NO. 200033900


REC. NO. 200033900


REC. NO. 200033900

TEMP. CONSTRUCTION EASEMENT (TCE-10)

REC. NO. 217132602

REC. NO. 217132603

REC. NO. 217133688


REC. NO. 200033900



(REC. NO. 200033900 - PARCEL NO. 711303004)

BASE CAMP ROAD LLC


(REC. NO. 205173984 - PARCEL NO. 7111302003



(REC. NO. 2015713600 - PARCEL NO. 7111304021

BASE CAMP ROAD LLC


(REC. NO. 205173984 - PARCEL NO. 7111302003)

16.5' MOUNTAIN BELL EASEMENT

REC. NO. 848443

10' MOUNTAIN VIEW EASEMENT

REC. NO. 848443

1" = ' (HORIZONTAL)

''

30

60300

5

GR

AD

IN

G A

ND

E

RO

SIO

N C

ON

TR

OL P

LA

N

EC

MO

NU

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NT

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OA

D

PROJ NO:

CHKD:

ENG :

OF

SHEET NUMBER

DE

SC

RIP

TIO

ND

AT

E

12

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

MO

NU

ME

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TE

EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

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MO

NU

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NT

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OL

OR

AD

O

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V. N

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DATE : 04/10/2019


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P

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1

ST

S

UB

MIT

TA

L C

OM

ME

NT

S

1

06

/1

1/2

01

9

CALL BEFORE YOU DIG

811

OR

1-800-922-1987


CENTER OF COLORADO

KEYMAP

NOTES:

EROSION CONTROL LABELS:

CONCRETE WASH AREA

SILT FENCE

INLET PROTECTION

VEHICLE TRACKING PAD

STABILIZED STAGING

SEEDING AND MULCHING

LIMITS OF DISTURBANCE

X


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, epearson, 1:1

W

WW W W

WW

WW

WW

W

SA

SA

SA

SA

SA

SA

SA

SA

W

W

W

W

W

W

W

1

0

+

0

0

1

0

+

6

6

1

0

+

0

0

1

1

+

0

0

1

1

+

3

5

10+

00

10+

43

1

8

"

R

C

P

3' CDOT TYPE-C (OS-1)

STA: 10+50.88

OS: 0.00'

N: 464501.70

E: 181786.73

18" RCP

TRIPLE CDOT TYPE 13 COMBO (IN-3)

STA: 10+12.20

OS: 0.00' L

N: 464535.16

E: 181830.38

24" RCP

DOUBLE CDOT TYPE 13 COMBO (IN-2)

STA: 10+19.73

OS: 0.00'

N: 464525.03

E: 181943.92

1

8

" R

C

P

10' TYPE R (IN-1)

STA: 11+21.80

OS: 0.58' L

N: 464507.64

E: 182043.95

C LINE

A LINE

B LINE

EMERGENCY SPILLWAY

SEE SHEET 7

RETAINING WALLS

SEE TO SHEET 7

PROPERTY BOUNDARY

MAINTENANCE ACCESS

SEE SHEET 7

TRICKLE CHANNEL

SEE SHEET 7

FOREBAY

SEE SHEET 7

FOREBAY

SEE SHEET 7

OUTLET STRUCTURE

SEE SHEET 8

FES

STA: 10+10

OS: 0.00'

N: 464485.03

E: 181749.41

DE

ER

CR

EE

K R

OA

D

EX. 30" FES

EX

. 30" R

CP

M

ON

UM

EN

T H

ILL R

OA

D

7

1

2

0

7

1

2

5

7

1

3

0

7130

7

1

3

0

A LINE

7110

7115

7120

7125

7130

7110

7115

7120

7125

7130

10+00 11+00

L

=

3

9

.4

3

'

S

=

1

.7

8

%

1

8

" R

C

P

CDOT TYPE-C-OS-1

10+50.88 0.00'

GRATE 7121.65

INV OUT 7116.50 (SW-18")

CUT=7.2±

EXISTING GRADE

ALONG CL OF PIPE

PROPOSED GRADE

ALONG CL OF PIPE

OUTLET

STRUCTURE

TRICKLE

CHANNEL

RETAINING

WALL

FES

INV: 7115.80

MONUMENT HILL

ROADSIDE DITCH

B LINE

7115

7120

7125

7130

7135

7115

7120

7125

7130

7135

10+00 10+75

CDOT TYPE 13 COMBO-IN-3 (2')

10+12.20 0.00' L

TFI 7126.35

INV OUT 7119.51 (S-18")

CUT=7.0±

L=9.25'

S=5.00%

18" RCP

EXISTING GRADE

ALONG CL OF PIPE

PROPOSED GRADE

ALONG CL OF PIPE

TRICKLE

CHANNEL

FOREBAY

RETAINING

WALLS

9"

7115

7120

7125

7130

7135

7115

7120

7125

7130

7135

10+00 11+00 11+35

L

=

9

.

7

4

'

S

=

5

.

5

0

%

2

4

"

R

C

P

CDOT TYPE 13 COMBO-IN-2 (2')

10+19.73 0.00'

TFI 7128.40

INV IN 7121.25 (E-18")

INV OUT 7119.75 (W-24")

CUT=8.9±

L

=

1

0

1

.

1

3

'

S

=

3

.

5

0

%

1

8

"

R

C

P

TYPE R-IN-1 (3')

11+21.80 0.58' L

TFI 7129.14

INV OUT 7124.79 (W-18")

CUT=4.6±

EXISTING GRADE

ALONG CL OF PIPE

PROPOSED GRADE

ALONG CL OF PIPE

FOREBAY

RETAINING

WALL

9"

1" = ' (HORIZONTAL)

1" = ' (VERTICAL)

''

20

40200

2

6

ST

OR

M S

EW

ER

P

LA

N A

ND

P

RO

FILE

SD

PROJ NO:

CHKD:

ENG :

OF

SHEET NUMBER

DE

SC

RIP

TIO

ND

AT

E

12

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

MO

NU

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EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

D

MO

NU

ME

NT

, C

OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/10/2019


RE

VIS

IO

NS

P

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1

ST

S

UB

MIT

TA

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ME

NT

S

1

06

/1

1/2

01

9

MO

NU

ME

NT

H

ILL R

OA

D

B

A

S

E

C

A

M

P

R

O

A

D

DE

ER

CR

EE

K R

OA

D

KEYMAP

STORM SEWER NOTES:

1. WHERE CONSTRUCTION DETAILS AND

SPECIFICATIONS ARE NOTED ON THESE PLANS, USE

EL PASO COUNTY STANDARD SPECIFICATIONS FOR

DESIGN AND CONSTRUCTION.

2. ALL DIMENSIONS ARE TO FLOWLINE, EXCEPT

PROFILES WHICH ARE CENTERLINE DIMENSIONS, OR

UNLESS OTHERWISE NOTED.

3. ALL STORM SEWER IS PRIVATE UNLESS OTHERWISE

NOTED.

4. ALL INLETS SHALL HAVE A MINIMUM OF 3" FROM

OUTSIDE OF PIPE TO INSIDE FACE OF INLET WHICH

MAY REQUIRE MODIFIED DIMENSIONS TO THE

STANDARD PRECAST BOX. CONTRACTOR TO

COORDINATE MODIFIED BOX DIMENSIONS WITH

MANUFACTURER.

5. ALL INLET ELEVATIONS ARE TOP OF FACE OF INLET

(TFI) ELEVATIONS. SUMP INLET TFI's ARE BASED OFF

OF THE TYPICAL SECTION, UNLESS OTHERWISE

SHOWN, AND SHOULD BE CONSTRUCTED AS FLAT,

UNLESS OTHERWISE NOTED. ALL ON-GRADE INLETS

HAVE THE TFI INDICATED FOR THE CENTER OF THE

INLET. INLET SHALL MATCH STREET GRADE.

STORM SEWER - PLAN VIEW

STORM SEWER - A LINESTORM SEWER - B LINE

STORM SEWER - C LINE

CALL BEFORE YOU DIG

811

OR

1-800-922-1987


CENTER OF COLORADO


onum

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\03 - D

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P&

P.dw

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, epearson, 1:1

28.11 FL

27.98 FL

28.12 FL

27.1

0 F

L

25.85 LP

27.91 LP

3.1

%

0

.

6

%

0

.

5

%

4.7

%

21.85 BOW

27.21 FF

6

.

7

%

4

:

1

5:1

???

???

6

.1

%

28.62

28.54

7

.8

%

8.1%

17.26 FL

17.08 LP

17.11 FL

1.0

%

1.0

%

0.0

%

4

.7

%

27.23 FF

7

1

2

0

1

8

" R

C

P

2

4

" R

C

P

18" R

CP

1

8

"

R

C

P

OS-1

1

.0

%

1

8

.

2

2

B

O

W

15.08 FL

15.94 FL

16.03 FL

16.19 FG

22.80 FL

22.80 FL

15.00 FG

24.09 FG

24.11 FG

15.00 FL

7

1

2

0 7

1

2

5

18.2

9 B

OW

18.3

0 B

OW

18.24 BOW

18.17 BOW

18.4

0 B

OW

19.5

8 B

OW

1

9

.

3

6

B

O

W

19.25 BOW

19.50 B

O

W

18.07 BOW

24.25 BOW

2

4

.

2

6

B

O

W

24.4

8 B

OW

23.3

0 B

OW

23.0

7 B

OW

22.67 B

OW

22.7

0 B

OW

22.7

4 B

OW

2

1

.

4

0

B

O

W

21.40 BOW

21.4

0 B

OW

22.4

7 B

OW

25.49 BOW

20.4

6 B

OW

18.3

4 B

OW

R

1

4

.

0

0

'

R

1

9

.

0

0

'

R7.00'

R8.00'

R3.00'

R

7

.

0

0

'

R

1

6

.

5

0

'

R

2

1

.

5

0

'

R4.00'

R

9

.0

0

'

R432.00'

R437.00'

20.4

6 T

OW

20.4

0 T

OW

24.30 TOW

24.3

0 T

OW

24.3

0 T

OW

25.63 TOW

17.9

3 B

OW

17.58 BOW

24.30 TOW

24.30 TOW

24.30 TOW

26.6

4 T

OW

26.6

0 T

OW

2

0

.

4

0

T

O

W

21.7

4 T

OW

21.7

0 T

OW

21.67 TOW

26.57 T

OW

22.3

0 T

OW

27.2

0 T

OW

21.0

5 T

OW

25.9

5 T

OW

28.3

8 T

OW

23.4

8 T

OW

2

8

.

1

6

T

O

W2

3

.

2

6

T

O

W

23.15 TOW

28.05 TOW

26.55 T

O

W18.07 TOW

22.0

5 B

OW

28.14 FL

HP

IN-3

IN-2

FES-1

R2.00'

R2.00'

22.07 TOW

26.9

7 T

OW

18.3

0 B

OW

2

0

.

4

0

T

O

W

18.78 BOW

18.78 TOW

21.65 T

O

W

22.75 B

O

W

1.6%

0.6%

A

E

M

E

R

G

E

N

C

Y

O

V

E

R

F

L

O

W

EX.

30" FES

TYPE M

BURIED

RIP RAP

5.6%

2.7%

2

.0

%

2

.

0

%

5.2%

2

.0

%

2

.

0

%

11.4%

18.27 FL

17.49 FL

18.35 FL

18.43 FL

0.5%

0

.5

%

TYPE M - RIP RAP

4.00'

4.00'

TYPE M - RIP RAP

18.3

0

N: 464525.4

6

E: 181826.1

0

18.2

7

N: 464520.3

1

E: 181826.5

8

18.2

7

N: 464519.4

1

E: 181827.6

7

18.2

7

N: 464519.8

0

E: 181831.8

3

18.2

7

N: 464520.1

8

E: 181835.9

7

18.2

7

N: 464521.2

7

E: 181836.8

7

18.3

0

N: 464526.4

2

E: 181836.3

9

18.3

0

N: 464526.4

7

E: 181836.9

9

18.5

8

N: 464521.0

8

E: 181837.4

9

18.6

7

N: 464519.6

1

E: 181836.2

7

18.1

9

N: 464519.1

0

E: 181831.8

8

18.6

7

N: 464518.7

9

E: 181827.4

8

18.5

8

N: 464520.0

1

E: 181826.0

1

18.3

0

N: 464525.3

8

E: 181825.5

1

19.7

7 T

OW

19.8

0 T

OW

PIPE INV = 7119.05

18.30 FL

19.7

7 T

OW

19.7

7 T

OW

19.7

7 T

OW

19.8

0 T

OW

18" R

CP

FOREBAY WEIR

AND KNOTCH SEE

DETAIL, THIS SHEET

0.5%

REINFORCE

SLAB WITH

6X6 - 8/8

WWF (TYP)

2

4

" R

C

P

REINFORCE

SLAB WITH

6X6 - 8/8

WWF (TYP)

PIPE INV = 7119.22

1

8

.4

8

N

: 4

6

4

5

1

8

.1

2

E

: 1

8

1

9

3

7

.6

4

1

8

.9

8

N

: 4

6

4

5

1

7

.5

4

E

: 1

8

1

9

3

7

.7

8

1

9

.9

8

T

O

W

FOREBAY WEIR

AND KNOTCH SEE

DETAIL, THIS SHEET

18.47 FL

1

8

.4

4

N

: 4

6

4

5

1

5

.7

9

E

: 1

8

1

9

2

8

.1

1

1

8

.9

4

N

: 4

6

4

5

1

5

.1

4

E

: 1

8

1

9

2

8

.0

1

1

8

.9

3

N

: 4

6

4

5

1

6

.1

4

E

: 1

8

1

9

2

6

.3

7

1

8

.4

3

N

: 4

6

4

5

1

6

.5

2

E

: 1

8

1

9

2

6

.9

0

1

8

.4

3

N

: 4

6

4

5

2

0

.5

7

E

: 1

8

1

9

2

5

.9

1

1

8

.4

3

N

: 4

6

4

5

2

0

.4

4

E

: 1

8

1

9

2

5

.3

6

1

8

.9

3

N

: 4

6

4

5

2

4

.7

1

E

: 1

8

1

9

2

4

.2

7

1

8

.4

3

N

: 4

6

4

5

2

4

.6

1

E

: 1

8

1

9

2

4

.9

1

1

8

.9

4

N

: 4

6

4

5

2

6

.3

5

E

: 1

8

1

9

2

5

.2

6

1

8

.4

4

N

: 4

6

4

5

2

5

.8

2

E

: 1

8

1

9

2

5

.6

5

1

8

.9

5

N

: 4

6

4

5

2

7

.1

6

E

: 1

8

1

9

2

8

.5

7

1

8

.4

5

N

: 4

6

4

5

2

6

.6

2

E

: 1

8

1

9

2

8

.9

0

0

.5

%

1

9

.9

4

T

O

W

1

9

.9

3

T

O

W

1

9

.9

3

T

O

W

1

9

.9

4

T

O

W

1

9

.9

5

T

O

W

15.00'

TOP OF WALL = 7124.30

EMERGENCY SPILLWAY = 7122.80

OVERFLOW WSEL = 7123.30

4

1

15.00'

24" BURIED

TYPE M RIP RAP

3" - 4"

TOPSOIL

COVER

1.0'

8" THICK - 3"-4" SIZE CRUSHED

GRANITE MIXED WITH CLASS 6

ROAD BASE

12.00'

1" = ' (HORIZONTAL)

''

10

20100

7

EX

TE

ND

ED

D

ET

EN

TIO

N B

AS

IN

P

LA

N

PD

KEYMAP

LEGEND:

LP = LOW POINT

HP = HIGH POINT

FL = FLOW LINE

TOW = TOP OF WALL

BOW = FINISHED GRADE AT BOTTOM FACE

OF WALL

FF = FINISHED FLOOR

FG = FINISHED GROUND

KEYNOTES:

RETAINING WALLS

DETENTION POND

DETENTION POND MAINTENANCE ACCESS

OUTLET STRUCTURE

4' DRAINAGE PAN

DRAINAGE SWALE

STORM INLET

1

2

3

4

5

6

7

1

0

0

1

0

0

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

MO

NU

ME

NT

H

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OA

D

B

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PROJ NO:

CHKD:

ENG :

OF

SHEET NUMBER

DE

SC

RIP

TIO

ND

AT

E

12

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

MO

NU

ME

NT S

TE

EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

D

MO

NU

ME

NT

, C

OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/10/2019


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9

4'

4' CONCRETE TRICKLE CHANNEL DETAIL

SCALE 1"=2'

6" LAYER BED COURSE MATERIAL

COMPACTED SUBGRADE

0.5'

0.5'

2% MIN2% MIN

0.5'

0.5'

EMERGENCY OVERFLOW WEIR

SCALE 1"=5'

EMERGENCY SPILLWAY DETAIL

SCALE 1"=5'

NORTH FOREBAY DETAIL

SCALE 1"=5'

EAST FOREBAY DETAIL

SCALE 1"=5'

0.25'

0.25'

2.50' 0.25'

0.25'

NOTCH

1.25'

1.50'

4' WIDE CONCRETE TRICKLE CHANNEL

SEE DETAIL, THIS SHEET

EAST FOREBAY WEIR & NOTCH DETAIL

SCALE: 1"=1'

POND MAINTENANCE ACCESS - SECTION A

SCALE 1"=5'


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18" RCP

OUTLET PIPE

CONCRETE

TRICKLE CHANNEL

TYPE C CLOSE MESH GRATE

PER CDOT M-604-10

35"

41"

47"

42"

35"

47"

48"

15"

18.5"

A

C B

FLOW

FLOW

MICRO

POOL

6"

6"

RETAINING WALL

STEPS

PER CDOT M-604-10

RETAINING WALL

18" RCP

OUTLET PIPE

FLOW

FLOW

STEPS

PER CDOT M-604-10

FLOW

RETAINING WALL

OVERFLOW WEIR: 7122.8

TOP OF WALL: 7123.3

EURV WSEL = 7120.96

MIRCO POOL

WSEL = 7116.83

EMERGENCY OVERFLOW

SEE SHEET PD1

INV: 7116.83

MICRO POOL TO BE POURED

MONOLITHICALLY WITH OUTLET BOX

8" CONCRETE MICRO POOL FLOOR W/

FIBER MESH AND #4 BARS @ 12" O.C. W/

2" CLEAR FROM TOP OF SURFACE

4"

6"

BOTTOM OF

MICRO POOL

EL: 7114.33

8"

#4 BARS @ 12" O.C. (TYP)

TRICKLE CHANNEL

INV: 7117.00

2"

TRICKLE CHANNEL AT 1.0%

30"

SEE DETAIL A

PROVIDE #4 HOOP

BAR AROUND PIPE

INV: 7116.50


PER CDOT M-604-10

SEE DETAIL B

RETAINING WALL ON

BOTH SIDES OF

OUTLET STRUCTURE

100 YR WSEL = 7122.55

TOP OF BOX: 7121.38

TOP OF BOX: 7122.15

4

1

#4 BARS @ 12"

O.C. (TYP)

STEPS

PER CDOT

M-604-10

4" 8"

INV: 7116.50

9.0" Ø CIRCULAR

ORIFICE

18" RCP

OUTLET PIPE

27"

27

"

1

2

" Ø ANCHOR

BOLT (TYP)

2"

2"

3

8

" THICK GALVANIZED STEEL

100-YR RESTRICTOR PLATE.

USE NON-SHRINK GROUT TO

SEAL GAP BETWEEN PLATE

AND CONCRETE


PER CDOT M-604-10

18.5"

15" OPENING

BEYOND

81

.3

" T

RA

SH

R

AC

K

NOTE: THE BASE SLAB SHOULD

BE EXTENDED 4 INCHES BEYOND

THE EDGE OF THE WALLS

SHOULD THE CONTRACTOR

ELECT TO POUR THE BASE ONLY.

THIS WILL ALLOW ROOM TO

PLACE SIDE WALL FORMS.

PROVIDE BREAKOUT BARS FOR

CONTINUOUS REINFORCEMENT.

TOP OF BOX: 7121.38

#4 BARS @ 12"

O.C. (TYP)

WELL-SCREEN TRASH RACK

FRAME ATTACHED TO ANGLE

IRON WITH INTERMITTENT WELDS

(NO. 93 JOHNSON VEE WIRE

STAINLESS STEEL WELL SCREEN

OR EQUIVALENT)

ANGLE IRON TO BE BOLTED

THROUGH WALL

SEE OPENING DETAIL, THIS SHEET

8" (T

YP

)

18.5"

15" OPENING

BEYOND

78.5" R

EM

OV

AB

LE

WQ

P

LA

TE

15

16

" Ø

ORIFICE

3

8

" THICK GALVANIZED STEEL PLATE. USE

NON-SHRINK GROUT TO SEAL GAP

BETWEEN PLATE AND CONCRETE

8" (T

YP

)

0.25'

2.17'

2.5'

ANGLE IRON TO BE BOLTED

THROUGH WALL

SEE OPENING DETAIL, THIS SHEET

CENTROID = 7116.87

13

16

" Ø

ORIFICE

1-

1

16

" Ø

ORIFICE

L 1-

3

4

" x 1-

1

4

" x

1

4

"

L 3" x 2" x

3

8

"

TYPE C CLOSE

MESH GRATE PER

CDOT M-604-10

4-

1

2

" x

3

8

" FLAT PLATE

3

8

" THICK GALVANIZED

STEEL PLATE. USE

NON-SHRINK GROUT TO

SEAL GAP BETWEEN

PLATE AND CONCRETE

WELL SCREEN

TRASH RACK

L 3" x 2" x

3

8

"

15" NO. 93 STAINLESS

STEEL (U.S. FILTER)

WELL-SCREEN TRASH RACK

18.5" WATER QUALITY

CONTROL PLATE

15" OPENING

3

8

" THICK GALVANIZED SPECIAL WELD

PLATE TO BE WELDED TO STEEL CHANNELS

AND FLUSH WITH TOP OF WALL

SEE DETAIL A, THIS SHEET

6"

TRASH RACK FRAME

ATTACHED TO ANGLE IRON

WITH INTERMITTENT WELDS

L 1-

3

4

" x 1-

1

4

" x

1

4

"

3

8

" CADMIUM BOLTS WITH

WASHER AND NUT BOLT

ANGLE IRON THROUGH

WALL AND PLATE

NOTE:

C-CHANNEL AND TOP PLATE

FRAME STRUCTURE SHALL BE

SHOP FABRICATED AND HOT

DIPPED GALVANIZED

C6 x 8.2 AMERICAN STANDARD

STRUCTURAL STEEL CHANNEL FORMED

INTO CONCRETE WALLS TO BE HELD

DOWN

3

8

" ON TOP OF STRUCTURE TO

PROVIDE ROOM FOR

3

8

" PLATE

0.139"

0.090"

FLO

W

STAINLESS STEEL

SUPPORT BARS

NO. 93 STAINLESS STEEL

OPENING DETAIL

SCALE: 1"=0.5'

DETAIL B

N.T.S.

DETENTION POND OUTLET STRUCTURE MODIFIED TYPE C

SCALE: 1"=2'

SECTION A

SCALE: 1"=2'

SECTION C

SCALE: 1"=2'

WATER QUALITY CONTROL PLATE DETAIL

SCALE: 1"=2'

SECTION B

SCALE: 1"=2'

DETAIL A

SCALE: 1"=0.5'

NOTE:

CONTRACTOR MUST COMPLETE DETENTION POND GRADING

AND PROVIDE DETENTION POND CERTIFICATION TO

ENGINEER PRIOR TO CONSTRUCTING ANY OUTFALL

STRUCTURE (WATER QUALITY PLATE, BOX INLET, WEIR, ETC).

DETENTION POND CERTIFICATION NEEDS TO BE DONE AFTER

THE SOD IS IN PLACE.

PROJ NO:

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MO

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TR

UC

TU

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18

91

0 B

AS

E C

AM

P R

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D

MO

NU

ME

NT

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OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/10/2019


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P

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1

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UB

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8

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TLE

T S

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PROJ NO:

CHKD:

ENG :

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SHEET NUMBER

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SC

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TIO

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AT

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2

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AIN

AG

E E

XH

IB

IT

MO

NU

ME

NT S

TE

EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

D

MO

NU

ME

NT

, C

OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/15/2019

RE

VIS

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P

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1

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UB

MIT

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/1

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TR

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DT1


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PROJ NO:

CHKD:

ENG :

OF

SHEET NUMBER

DE

SC

RIP

TIO

ND

AT

E

2

DR

AIN

AG

E E

XH

IB

IT

MO

NU

ME

NT S

TE

EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

D

MO

NU

ME

NT

, C

OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/15/2019

RE

VIS

IO

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P

ER

1

ST

S

UB

MIT

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/1

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9

10

ER

OS

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ON

TR

OL D

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AILS

DT2


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PROJ NO:

CHKD:

ENG :

OF

SHEET NUMBER

DE

SC

RIP

TIO

ND

AT

E

2

DR

AIN

AG

E E

XH

IB

IT

MO

NU

ME

NT S

TE

EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

D

MO

NU

ME

NT

, C

OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/15/2019

RE

VIS

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P

ER

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ST

S

UB

MIT

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/1

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11

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AILS

DT3


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PROJ NO:

CHKD:

ENG :

OF

SHEET NUMBER

DE

SC

RIP

TIO

ND

AT

E

2

DR

AIN

AG

E E

XH

IB

IT

MO

NU

ME

NT S

TE

EL S

TR

UC

TU

RE

S

18

91

0 B

AS

E C

AM

P R

OA

D

MO

NU

ME

NT

, C

OL

OR

AD

O

SSA

RE

V. N

O.

DATE : 04/15/2019

RE

VIS

IO

NS

P

ER

1

ST

S

UB

MIT

TA

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OM

ME

NT

S

1

06

/1

1/2

01

9

12

SIT

E D

ET

AILS

DT4

EL PASOEL PASO

EL PASO

.

18

.0

0"

6.00"

4.00"

24.00"

30.00"

6.0

0"

2.00"

1 FT VERTICAL HEIGHT - TYPE A CATCH CURB

SCALE 1"=1'

12

.0

0"


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