grandwood ranch preliminary plan · preliminary plan - pcd file no sp195 general notes and typical...

6
LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 TRACT C LOT 42 LOT 43 LOT 33 LOT 34 LOT 32 LOT 31 LOT 30 LOT 29 LOT 44 LOT 28 LOT 48 LOT 27 LOT 45 LOT 46 LOT 47 LOT 22 LOT 23 LOT 24 LOT 26 LOT 25 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 1 LOT 2 LOT 3 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 4 TRACT A LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 TRACT B S 89°51'21" E, 1671.93' S 00°18'46" E, 1288.88' S 89°56'32" E, 1605.47' N 78°00'40" E, 215.39' L = 1 7 9. 8 2 ' , R = 3 81 . 6 4 ' Δ = 2 6 ° 5 9 ' 4 7 " S 74°59'35" E, 91.25' L = 2 4 2 . 0 8 ' , R = 9 3 4.32' Δ =14 ° 50 ' 4 3 " S 89°50'17" E, 1339.31' S 89°56'30" E, 1312.29' S 89°50'59" E, 832.75' S 89°55'00" E, 659.94' S 89°56'31" E, 5135.92' L = 16 3.7 4 ' , R = 7 7 8 . 7 7 ' Δ =1 2 ° 0 2 ' 4 8 " N 00°27'58" W, 1285.63' S 89°53'46" E, 1967.85' HIGBY ROAD HIGBY ROAD FUTURE R.O.W. HIGBY ROAD EX 60' R.O.W. PR 90' ROW (MINOR ARTERIAL - PUBLIC) HIGBY ROAD EX 60' R.O.W. PR 90' ROW (MINOR ARTERIAL - PUBLIC) HIGBY ESTATES BENT TREE III SUBDIVISION 60' R.O.W. ARROWWOOD MILLS TIMBER SUBDIVISION WOODMOOOR SUMMIT TIMBERVIEW SUB. FILLING NO.2 FURROW ROAD 80' PUBLIC R.O.W. MINGLEWOOD TRAIL COLONIAL PARK DRIVE AIRPLAY DRIVE 80' PUBLIC R.O.W. TIMBERVIEW SUB. FILING NO. 3 FURROW ROAD 80' R.O.W. MAJOR COLLECTOR GRANDWOOD DRIVE 60' R.O.W. RURAL LOCAL COPPER VALLEY COURT 60' R.O.W. RURAL LOCAL COPPER VALLEY COURT 60' R.O.W. RURAL LOCAL SUNNYVAIL TRAIL 60' R.O.W. RURAL LOCAL PASTURE TRAIL 60' R.O.W. RURAL LOCAL HORIZ. VERT. DESIGNED BY: DRAWN BY: CHECKED BY: SCALE DATE ISSUED: DRAWING No. SEAL FOR AND ON BEHALF OF MATRIX DESIGN GROUP, INC. PROJECT No. PREPARED BY: REFERENCE DRAWINGS FILE NAME: CTB FILE: PLOT DATE: THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE. COMPUTER FILE MANAGEMENT No. DATE DESCRIPTION BY REVISIONS SHEET KEY N SHEET OF PRELIMINARY THIS DRAWING HAS NOT BEEN APPROVED BY GOVERNING AGENCIES AND IS SUBJECT TO CHANGE X-Title-W ---parcels X-1105-EX SITE DESIGN OWNER: BASIS OF BEARING: A LINE THAT IS 20' NORTH OF AND PARALLEL WITH THE EAST-WEST CETNER LINE OF SECTION 19, T11S, R66W, N89°56;32"W - 5135.84/. THE DIRECTION IS A GRID BEARING OF THE COLORADO STATION PLANE COORDINATE SYSTEM, CENTRAL ZONE, N.A.D. 1983. THE LINE IS MONUMENTED BY 5\8" DIAMTER REBAR, 18" IN LENGTH WITH 1-1/2" ALUMINUM CAPS "LWA PLS 28658" BENCHMARK NGS T 294 ELEVATION - 7247.10' NAVD 88 GRANDWOOD ENTERPRISES, LLC WILLIAM F. HEREBIC II, MANAGER 270 LODGEPOLE WAY MONUMENT, CO 80132 GRANDWOOD RANCH COVER SHEET 1"=200' CS 01 1 6 HIGBY RD JACKSON CREEK PKWY COLONIAL PARK DR ROLLER COASTER RD FURROW RD AIRPLAY DR C-105 C-105 WHITE FAWN DR LAKE WOODMOOR DR WOODMOOR LAKE WOODMOOR DR KNOLLWOOD BLVD I-25 SITE LOCATION SITE LOCATION MAP GRANDWOOD RANCH PRELIMINARY PLAN S 1 2 OF THE N 1 2 OF SECTION 19, TOWNSHIP 11 SOUTH, RANGE 66 WEST, EL PASO COUNTY, CO PRELIMINARY PLAN - PCD FILE NO SP195 N.T.S. CAP CAP JA APRIL 2020 INDEX OF SHEETS SHEET No. INDEX OF SHEETS TS01 COVER SHEET 1 GN01 GENERAL NOTES 2 PP01-PP02 PLAN SHEET 3-4 PG01-PG02 PRELIMINARY GRADING SHEET 5-6 OWNER/DEVELOPER GRANDWOOD ENTERPRISES, LLC 270 LODGEPOLE WAY MONUMENT, CO 80132 CIVIL ENGINEER MATRIX DESIGN GROUP 2435 RESEARCH PARKWAY, SUITE 300 COLORADO SPRINGS, CO 80920 ELECTRIC MOUNTAINVIEW ELECTRIC ASSOCIATION (719) 495-2283 GAS BLACK HILLS ENERGY 105 SOUTH VICTORIA AVENUE PUEBLO, CO (888) 890-5554 STREET EL PASO COUNTY PUBLIC SERVICES DEPARTMENT (719) 520-6460 DRAINAGE EL PASO COUNTY PUBLIC SERVICES DEPARTMENT (719) 520-6460 FIRE DEPARTMENT TRI-LAKES MONUMENT FIRE RESCUE 16055 OLD FOREST POINT, SUITE 103 MONUMENT, CO 80132 (719) 484-0911

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Page 1: GRANDWOOD RANCH PRELIMINARY PLAN · preliminary plan - pcd file no sp195 general notes and typical sections. 1"=100' 2 6gn 01. grandwood ranch preliminary plan. development notes

LOT 35

LOT 36

LOT 37

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LOT 39LOT 40

LOT 41

TRACT CLOT 42

LOT 43

LOT 33

LOT 34LOT 32

LOT 31 LOT 30

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LOT 28

LOT 48

LOT 27

LOT 45

LOT 46

LOT 47

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LOT 25

LOT 16

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LOT 1

LOT 2

LOT 3

LOT 15 LOT 14 LOT 13

LOT 12LOT 11

LOT 4

TRACT A

LOT 5 LOT 6LOT 7

LOT 8

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LOT 10

TRACT B

S 89°51'21" E, 1671.93'

S 00

°18'

46" E

, 12

88.8

8'

S 89°56'32" E, 1605.47'

N 78°00'40" E, 215.39'

L=179.82', R=381.64'Δ=26°59'47"

S 74°59'35" E, 91.25'

L=242.08', R=934.32'

Δ=14°50'43" S 89°50'17" E, 1339.31' S 89°56'30" E, 1312.29'

S 89°50'59" E, 832.75' S 89°55'00" E, 659.94'

S 89°56'31" E, 5135.92'

L=163.74', R=778.77'Δ=12°02'48"

N 0

0°27

'58"

W,

1285

.63'

S 89°53'46" E, 1967.85'

HIGBY ROADHIGBY ROAD

FUTURER.O.W.

HIGBY ROADEX 60' R.O.W.PR 90' ROW

(MINOR ARTERIAL - PUBLIC)

HIGBY ROADEX 60' R.O.W.PR 90' ROW

(MINOR ARTERIAL - PUBLIC)HIGBY ESTATES

BENT TREE IIISUBDIVISION

60' R.O.W

.

ARROWWOOD

MILLS TIMBER SUBDIVISION

WOODMOOORSUMMIT

TIMBERVIEW SUB. FILLING NO.2FURROW ROAD

80' PUBLIC R.O.W.

MINGLEWOOD TRAIL

CO

LON

IAL

PAR

K D

RIV

E

AIR

PLAY

DR

IVE

80' P

UBL

IC R

.O.W

.TIMBERVIEW SUB. FILING NO. 3

FURROW ROAD 80' R.O.W

.

MAJOR COLLECTOR

GRANDWOOD DRIVE 60'R.O.W. RURAL LOCAL

COPPER VALLEY COURT60' R.O.W. RURAL LOCAL

COPPER VALLEY COURT

60' R.O.W. RURAL LOCAL

SUNN

YVAI

L TR

AIL

60' R

.O.W

. RUR

AL L

OCAL

PAST

UR

E TR

AIL

60' R

.O.W

. RU

RAL

LO

CAL

HORIZ.VERT.

DESIGNED BY:DRAWN BY:CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OFMATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCEDRAWINGS

FILE NAME:CTB FILE:PLOT DATE:THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BYREVISIONS

SHEET KEY N

SHEET OF

PRELIMINARYTHIS DRAWING HAS NOT

BEEN APPROVED BYGOVERNING AGENCIES AND

IS SUBJECT TO CHANGE

X-Title-W ---parcels X-1105-EX SITE DESIGN

OWNER:

BASIS OF BEARING:

A LINE THAT IS 20' NORTH OF AND PARALLEL WITH THE EAST-WEST CETNER LINE OF SECTION19, T11S, R66W, N89°56;32"W - 5135.84/. THE DIRECTION IS A GRID BEARING OF THE COLORADOSTATION PLANE COORDINATE SYSTEM, CENTRAL ZONE, N.A.D. 1983. THE LINE IS MONUMENTEDBY 5\8" DIAMTER REBAR, 18" IN LENGTH WITH 1-1/2" ALUMINUM CAPS "LWA PLS 28658"

BENCHMARK

NGS T 294 ELEVATION - 7247.10' NAVD 88GRANDWOOD ENTERPRISES, LLCWILLIAM F. HEREBIC II, MANAGER270 LODGEPOLE WAYMONUMENT, CO 80132

GRANDWOOD RANCH

COVER SHEET

1"=200'CS 011 6

HIGBY RD

JAC

KSO

N C

REE

K PK

WY

COLONIALPARK DR

RO

LLER

CO

ASTE

R R

D

FUR

RO

W R

D

AIR

PLAY

DR

C-105

C-105

WH

ITE

FAW

N D

RLAKE WOODMOOR DR

WOODMOORLAKE

WO

ODM

OO

R DR

KNOLLWOOD BLVD

I-25

SITE LOCATION

SITE LOCATION MAP

GRANDWOOD RANCH PRELIMINARY PLANS 12 OF THE N 12 OF SECTION 19, TOWNSHIP 11 SOUTH, RANGE 66 WEST, EL PASO COUNTY, CO

PRELIMINARY PLAN - PCD FILE NO SP195

N.T.S.

CAPCAPJA

APRIL 2020

INDEX OF SHEETS SHEET No.INDEX OF SHEETSTS01 COVER SHEET 1GN01 GENERAL NOTES 2PP01-PP02 PLAN SHEET 3-4PG01-PG02 PRELIMINARY GRADING SHEET 5-6

OWNER/DEVELOPERGRANDWOOD ENTERPRISES, LLC270 LODGEPOLE WAYMONUMENT, CO 80132

CIVIL ENGINEERMATRIX DESIGN GROUP2435 RESEARCH PARKWAY, SUITE 300COLORADO SPRINGS, CO 80920

ELECTRIC MOUNTAINVIEW ELECTRIC ASSOCIATION(719) 495-2283

GASBLACK HILLS ENERGY105 SOUTH VICTORIA AVENUEPUEBLO, CO(888) 890-5554

STREETEL PASO COUNTY PUBLIC SERVICES DEPARTMENT(719) 520-6460

DRAINAGEEL PASO COUNTY PUBLIC SERVICES DEPARTMENT(719) 520-6460

FIRE DEPARTMENTTRI-LAKES MONUMENT FIRE RESCUE16055 OLD FOREST POINT, SUITE 103MONUMENT, CO 80132(719) 484-0911

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Page 2: GRANDWOOD RANCH PRELIMINARY PLAN · preliminary plan - pcd file no sp195 general notes and typical sections. 1"=100' 2 6gn 01. grandwood ranch preliminary plan. development notes

TYPICAL SECTION TYPICAL SECTION

20' WIDE DRIVE

N.T.S.TYPICAL ACCESS ROAD

18" DEEP CLASS VI MATERIAL

(HS 20 LOADING)

TYPICAL SECTION

HORIZ.VERT.

DESIGNED BY:DRAWN BY:CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OFMATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCEDRAWINGS

FILE NAME:CTB FILE:PLOT DATE:THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BYREVISIONS

SHEET KEY N

SHEET OF

PRELIMINARYTHIS DRAWING HAS NOT

BEEN APPROVED BYGOVERNING AGENCIES AND

IS SUBJECT TO CHANGE

X-Title-W ---parcels X-1105-EX SITE DESIGN

OWNER:

BASIS OF BEARING:

A LINE THAT IS 20' NORTH OF AND PARALLEL WITH THE EAST-WEST CETNER LINE OF SECTION19, T11S, R66W, N89°56;32"W - 5135.84/. THE DIRECTION IS A GRID BEARING OF THE COLORADOSTATION PLANE COORDINATE SYSTEM, CENTRAL ZONE, N.A.D. 1983. THE LINE IS MONUMENTEDBY 5\8" DIAMTER REBAR, 18" IN LENGTH WITH 1-1/2" ALUMINUM CAPS "LWA PLS 28658"

BENCHMARK

NGS T 294 ELEVATION - 7247.10' NAVD 88GRANDWOOD ENTERPRISES, LLCWILLIAM F. HEREBIC II, MANAGER270 LODGEPOLE WAYMONUMENT, CO 80132

GRANDWOOD RANCH

PRELIMINARY PLAN - PCD FILE NO SP195

GENERAL NOTES ANDTYPICAL SECTIONS1"=100'

GN 012 6

GRANDWOOD RANCH PRELIMINARY PLANDEVELOPMENT NOTES

1. TRACTS:

1.1. TRACT A AND TRACT C - LAND USES INCLUDE PRIVATE OPEN SPACE, UTILITIES AND DRAINAGE. TRACTS ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION ANDSUBJECT TO APPROPRIATE DETENTION POND AND BMP MAINTENANCE AGREEMENTS.

1.2. TRACT B - LAND USES INCLUDE PRIVATE OPEN SPACE, UTILITIES, WATER WELL SITE AND ASSOCIATED INFRASTRUCTURE. TRACT B IS TO BE OWNED AND MAINTAINED BY THE PROPERTYOWNERS ASSOCIATION AND SUBJECT TO APPROPRIATE BMP MAINTENANCE AGREEMENTS.

2. THE DEVELOPER INTENDS TO PAY SCHOOL FEES IN LIEU OF LAND DEDICATION.

3. ALL COMMON DRIVEWAY EASEMENTS TO BE DRAINAGE AND UTILITY EASEMENTS IN THEIR ENTIRETY.

4. ALL STREETS WITHIN THIS SUBDIVISION SHALL BE CONSTRUCTED TO EL PASO COUNTY STANDARDS AND WILL BE OWNED AND MAINTAINED BY EL PASO COUNTY.

5. WATER TO BE PROVIDED VIA INDIVIDUAL ON SITE WELLS OPERATED THROUGH A STATE APPROVED WATER REPLACEMENT PLAN.

6. WASTE WATER TO BE INDIVIDUAL ON SITE SEPTIC SYSTEMS.

7. THIS PROPERTY IS LOCATED WITHIN AND SERVICED BY MOUNTAIN VIEW ELECTRIC ASSOCIATION SERVICE DISTRICT, THE TRI-LAKES MONUMENT FIRE PROTECTION DISTRICT, THE LEWIS-PALMERSCHOOL DISTRICT NO. 38 AND THE BLACK HILLS ENERGY CORPORATION SERVICE DISTRICT.

8. THERE SHALL BE NO DRIVEWAY ACCESS ONTO HIGBY AND FURROW ROAD.

9. BUILDING SETBACKS FOR YARDS FRONT - 25', SIDE 15', REAR - 25. A MINIMUM 200' LOT WIDTH IS REQUIRED AT THE FRONT YARD SETBACK. AN INCREASED FRONT YARD SETBACK MAY BEREQUIRED ON SELECT LOTS TO ACHIEVE THE MINIMUM 200' LOT WIDTH REQUIREMENT.

10. ALL ROADWAY AND DRAINAGE FACILITIES LOCATED WITHIN DEDICATED COUNTY RIGHT-OF-WAYS SHALL BE CONSTRUCTED TO EL PASO COUNTY STANDARDS AND SHALL BE OWNED ANDMAINTAINED BY EL PASO COUNTY.

11. ALL LOTS WITH DESIGNATED CONCENTRATED FLOW AND/OR DRAINAGE EASEMENT, PER THE PRELIMINARY GRADING PLANS PROVIDED WITH THIS PRELIMINARY PLAN SET, ARE REQUIRED TOSUBMIT AN ENGINEERED SITE PLAN FOR COUNTY REVIEW.

12.INDIVIDUAL LOT PURCHASERS ARE RESPONSIBLE FOR CONSTRUCTING DRIVEWAYS, INCLUDING NECESSARY DRAINAGE CULVERTS PER EL PASO COUNTY LAND DEVELOPMENT CODE. SPECIFICLOTS MAY REQUIRE LARGER DRIVEWAY CULVERTS BASED ON THE APPROVED FINAL DRAINAGE REPORT. DRIVEWAY CULVERT ANALYSIS AND REQUIRED SIZING WILL BE PROVIDED WITH FINALPLAT FOR LOTS THAT REQUIRE LARGER THAN AN 18-INCH DIAMETER PIPE.

13.PROPOSED METHOD OF GUARANTEED FUNDS SHALL BE APPROVED BY AND ACCEPTABLE TO THE EL PASO COUNTY ATTORNEYS OFFICE.

14. ALL PROPERTY WITHIN THIS SUBDIVISION IS SUBJECT TO ROAD IMPACT FEES IN ACCORDANCE WITH THE EL PASO COUNTY ROAD IMPACT FEE PROGRAM (RESOLUTION NO. 19-471), AS AMENDEDAT THE TIME OF BUILDING PERMIT APPLICATION. ALL PROPERTIES SHALL PAY REQUIRED AND APPLICABLE TRAFFIC IMPACT FEES AT TIME OF BUILDING PERMIT. FEES TO BE PAID SHALL BEDETERMINED WITH FINAL PLAT.

15. A NOXIOUS WEED MANAGEMENT PLAN WILL BE PROVIDED TO THE EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO CONSTRUCTION. IT IS THE APPLICANT'SRESPONSIBILITY TO COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO THE COLORADO NOXIOUS WEED ACT AND THE ELPASO COUNTY WEED MANAGEMENT PLAN.

LEGAL DESCRIPTION: GRANDWOOD RANCH SUBDIVISION

THE SOUTH HALF OF THE NORTH HALF OF SECTION 19, TOWNSHIP 1 SOUTH, RANGE 66 WEST OF THE 6TH P.M., EL PASO COUNTY, COLORADO, EXCEPTING THEREFROM THE RIGHT OF WAY FORHIGBY ROAD DESCRIBED AT RECEPTION NUMBER 205092691 OF THE EL PASO COUNTY RECORDS.

GEOLOGY STATEMENT

1. A 'GEOLOGY AND SOILS EVALUATION REPORT' FOR GRANDWOOD ENTERPRISES, LLC , MONUMENT, COLORADO, WAS COMPLETED BY VIVID ENGINEERING GROUP ON SEPTEMBER 11, 2019AND INCLUDED THE AREA OF DEVELOPMENT PROPOSED WITH THE GRANDWOOD RANCH PROJECT. THE GEOLOGY AND SOILS REPORT FOR THE GRANDWOOD SUBDIVISION WAS PROVIDEDAS PART OF THE GRANDWOOD RANCH PRELIMINARY PLAN SUBMITTED TO THE EL PASO BOARD OF COUNTY COMMISSIONERS. PLANNING AND COMMUNITY DEVELOPMENT FILE NUMBERSP195. DEVELOPERS AND HOME OWNERS SHOULD BECOME FAMILIAR WITH THIS REPORT AND ITS CONTENTS.

2. THERE ARE NO SIGNIFICANT GEOLOGICAL HAZARDS; HOWEVER, THE POTENTIAL FOR GEOLOGIC HAZARDS OR CONSTRAINTS DO EXIST RELATED TO THE POTENTIAL FOR SHALLOWGROUNDWATER TABLES, EXPANSIVE CLAY OR CLAYEY SANDSTONE, ERODIBLE SANDY SOILS. THESE GEOLOGICAL CONDITIONS ARE CONSIDERED RELATIVELY COMMON TO THE AREA WITHMITIGATION ACCOMPLISHED BY IMPLEMENTING COMMON ENGINEERING AND CONSTRUCTION PRACTICES. IF THE PREVIOUSLY LISTED POTENTIAL GEOLOGICAL HAZARDS ARE FOUND TOEXIST, AN EVALUATION SHALL BE PERFORMED AT THE TIME OF FINAL GEOTECHNICAL INVESTIGATION FOR THOSE INDIVIDUAL LOTS.

STANDARD PCD PLAN NOTES

1. THE FOLLOWING REPORTS HAVE BEEN SUBMITTED IN ASSOCIATION WITH THE PRELIMINARY PLAN FOR THIS SUBDIVISION AND ARE ON FILE AT THE COUNTY PLANNING AND COMMUNITYDEVELOPMENT DEPARTMENT: TRANSPORTATION IMPACT STUDY; DRAINAGE REPORT; WATER RESOURCES REPORT; WASTEWATER DISPOSAL REPORT; GEOLOGY AND SOILS REPORT; FIREPROTECTION REPORT; NATURAL FEATURES REPORT.

2. ALL PROPERTY OWNERS ARE RESPONSIBLE FOR MAINTAINING PROPER STORM WATER DRAINAGE IN AND THROUGH THEIR PROPERTY. PUBLIC DRAINAGE EASEMENTS AS SPECIFICALLY NOTEDON THE PLAT SHALL BE MAINTAINED BY THE LOT OWNERS UNLESS OTHERWISE INDICATED. STRUCTURES, FENCES, MATERIALS OR LANDSCAPING THAT COULD IMPEDE THE FLOW OR RUNOFFSHALL NOT BE PLACED IN DRAINAGE EASEMENTS.

3. UNLESS OTHERWISE INDICATED, ALL FRONT, SIDE AND REAR LOT LINES ARE HEREBY PLATTED ON EITHER SIDE WITH A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT. ALL EXTERIORSUBDIVISION BOUNDARIES ARE HEREBY PLATTED WITH A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT. THE SOLE RESPONSIBILITY FOR MAINTENANCE OF THESE EASEMENTS IS HEREBYVESTED WITH THE INDIVIDUAL PROPERTY OWNERS.

4. DEVELOPER SHALL COMPLY WITH FEDERAL AND STATE LAWS, REGULATIONS, ORDINANCES, REVIEW AND PERMIT REQUIREMENTS, AND OTHER AGENCY REQUIREMENTS, IF ANY, OF APPLICABLEAGENCIES INCLUDING, BUT NOT LIMITED TO, THE COLORADO DIVISION OF WILDLIFE, COLORADO DEPARTMENT OF TRANSPORTATION, U.S. ARMY CORPS OF ENGINEERS, AND THE U.S. FISH ANDWILDLIFE SERVICE REGARDING THE ENDANGERED SPECIES ACT, PARTICULARLY AS RELATED TO THE LISTED SPECIES IDENTIFIED IN THE PROJECTS ENVIRONMENTAL ASSESSMENT.

5. NO DRIVEWAY SHALL BE ESTABLISHED UNLESS AN ACCESS PERMIT HAS BEEN GRANTED BY EL PASO COUNTY.

6. MAILBOXES SHALL BE INSTALLED IN ACCORDANCE WITH EL PASO COUNTY AND US POSTAL SERVICE REGULATIONS.

7. EXCEPT AS OTHERWISE NOTED ON THE PRELIMINARY PLAN, INDIVIDUAL LOT PURCHASERS ARE RESPONSIBLE FOR CONSTRUCTING DRIVEWAYS, INCLUDING NECESSARY DRAINAGE CULVERTSPER LAND DEVELOPMENT CODE SECTION 6.3.3.C.2 AND 6.2.2.C.3. DUE TO THEIR LENGTH, SOME OF THE DRIVEWAYS WILL NEED TO BE APPROVED BY THE TRI-LAKES MONUMENT FIREPROTECTION DISTRICT.

8. AT THE TIME OF APPROVAL OF THIS PROJECT, THIS PROPERTY IS LOCATED WITHIN THE TRI-LAKES MONUMENT FIRE PROTECTION DISTRICT, WHICH HAS ADOPTED A FIRE CODE WITH FIREMITIGATION REQUIREMENTS DEPENDING UPON THE LEVEL OF FIRE RISK ASSOCIATED WITH THE PROPERTY AND STRUCTURES. THE OWNER OF ANY LOT SHOULD CONTACT THE FIRE DISTRICTTO DETERMINE THE EXACT DEVELOPMENT REQUIREMENTS RELATIVE TO THE ADOPTED FIRE CODE. DUE TO WILDFIRE CONCERNS, HOMEOWNERS ARE ENCOURAGED TO INCORPORATEWILDFIRE FUEL BREAK PROVISIONS AS RECOMMENDED BY THE CSFS AND ILLUSTRATED THROUGH THE PUBLICATIONS AVAILABLE THROUGH THE CSFS.

WASTEWATER STATEMENT

1. A 'WASTEWATER EVAULATION REPORT' FOR GRANDWOOD ENTERPRISES, LLC , MONUMENT, COLORADO, WAS COMPLETED BY VIVID ENGINEERING GROUP ON FEBRUARY 18, 2020 ANDINCLUDED THE AREA OF DEVELOPMENT PROPOSED WITH THE GRANDWOOD RANCH PROJECT. THE WASTEWATER EVALUATION REPORT FOR THE GRANDWOOD SUBDIVISION WAS PROVIDEDAS PART OF THE GRANDWOOD RANCH PRELIMINARY PLAN SUBMITTED TO THE EL PASO BOARD OF COUNTY COMMISSIONERS. PLANNING AND COMMUNITY DEVELOPMENT FILE NUMBER SP195.DEVELOPERS AND HOME OWNERS SHOULD BECOME FAMILIAR WITH THIS REPORT AND ITS CONTENTS.

2. SITE SOILS AND PERCOLATION RATES WERE GENERALLY FOUND FAVORABLE FOR CONVENTIONAL SEPTIC SYSTEMS. AREAS FOUND TO CONTAIN SHALLOWER BEDROCK HAVE A HIGHEROCCURRENCE OF LOWER PERCOLATION RATES THAT COULD REQUIRE A SITE SPECIFIC INVESTIGATION AND/OR ENGINEERED SYSTEMS.

DEVIATION REQUESTS

1. DEVIATION FROM SECTION 2.3.8.A ROADWAY TERMINATIONS - CUL-DE-SACS TO ALLOW FOR INCREASED CUL-DE-SAC LENGTH WITH THE USE OF A KNUCKLE MID-LENGTHTHROUGH THE PROPOSED CUL-DE-SAC FOR EMERGENCY TURNAROUND USE.

2. DEVIATION FROM SECTION 2.3.4.B MAXIMUM AND MINIMUM GRADES FOR ROADWAYS AND FROM SECTION 2.3.7.C.4 INTERSECTION ALIGNMENT (VERTICAL ALIGNMENT). THEPROPOSED DEVIATION IS FOR CONNECTION TO EXISTING GRADES ALONG HIGBY ROAD AND FURROW ROAD.

3. DEVIATION FROM SECTION 2.2.5.B AND 2.2.5.D ROADWAY ACCESS CRITERIA - RURAL MINOR ARTERIAL AND COLLECTOR ACCESS STANDARDS AND FROM SECTION 2.3.2DESIGN STANDARDS BY FUNCTION CLASSIFICATION. THE PROPOSED DEVIATION IS FOR INTERSECTION SPACING FOR THE ROADWAY CONNECTION POINTS TO HIGBY ROAD.

4. DEVIATION FROM SECTION 2.3.2 DESIGN STANDARDS BY FUNCTIONAL CLASSIFICATION FOR A MODIFIED RURAL MAJOR COLLECTOR SECTION.

CAPCAPJA

APRIL 2020

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32' ASPHALT PAVEMENT
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80' R.O.W.
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12'
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*
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4'
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12'
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RE-COMPACTED SUBGRADE
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12" SCARIFIED &
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10'
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SHLD.
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4'
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4'
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1
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3
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10' PUBLIC IMPROVEMENT EASEMENT
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PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER PER EPC SPECIFICATIONS. (3" ASPHALT, 8" BASE COURSE FOR BIDDING PURPOSES)
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%%UHIGBY ROAD IMRPOVEMENTS - LEFT TURN LANE
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36' ASPHALT PAVEMENT
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Page 3: GRANDWOOD RANCH PRELIMINARY PLAN · preliminary plan - pcd file no sp195 general notes and typical sections. 1"=100' 2 6gn 01. grandwood ranch preliminary plan. development notes

4SJ MILLS TRUST

17445 MINGLEWOOD TRL,MONUMENT, CO 80132

3SJ MILLS TRUST

17465 MINGLEWOOD TRL,MONUMENT, CO 80132

52HAINES, JOHN

17230LAMPLIGHT DR,

MONUMENT,CO 80132

51MILLER,

RANDALL JAY17250

LAMPLIGHT DR,MONUMENT,

CO 80132

50CROOM,

WILLIAM III172700

LAMPLIGHT DR,MONUMENT, CO

80132

48REYNOLDS

LIVING TRUST17290 LAMPLIGHTDR, MONUMENT,

CO 80132

47MORROW, JACK E.

141 SPRING TIME CT,MONUMENT, CO 80132

23BLYLER, DOUGLAS H.

205 COBBLESTONE WAY,MONUMENT, CO 80132

239MILLER, RICHARD A.

215 COBBLESTONE WAY,MONUMENT, CO 80132

284MOE KNUTE FAMILY TRUST

230 SCRUB OAK WAYMONUMENT, CO 80132

285REVERE, GLEN

220 SCRUB OAK WAYMONUMENT, CO 80132

286HESS, MICHAEL F.

225 SCRUB OAK WAY,MONUMENT, CO 80132

29WRIGHT, THOMAS C.345 CIMARRON RD,

MONUMENT, CO 80132

2MILLS, MARY L.

285 CIMARRON RD,MONUMENT, CO 80132

WOODMOOR IMPROVEMENTASSOCIATION, 1691 WOODMOOR DR,

MONUMENT, CO 80132

1SJ MILLS TRUST

255 CIMARRON RD,MONUMENT, CO 80132

S 89°51'21" E, 1671.93'

S 00

°18'

46" E

, 12

88.8

8'

S 89°56'32" E, 1605.47'

N 78°00'40" E, 215.39'

L=179.82', R=381.64'Δ=26°59'47"

S 74°59'35" E, 91.25'

L=242.08', R=934.32'

Δ=14°50'43"

S 89°50'59" E, 832.75'

L=163.74', R=778.77'Δ=12°02'48"

30' R

OW

DED

ICAT

ION

421.3

4'

283.

07'

63.35'

60.0'

ROW

60.0'R

OW

80.0'

ROW

80.0'ROW

HOMEPLACE LLC405 E HIGBY RD,

MONUMENT, CO 80132

511.24'

377.28'

75.45'

19.74'

46.46'

74.17'

108.

96' 6 9

.72 '

46.46' 39.49'

115.

41'

93.33'

61.25 '55.07'

31.66'

46.4

6'3 9

.49 '

115.

41'

281.07'

346.

12'

146.

20'

434.22'382.

51'

558.23'218.16'

309.

85'

40.9

7'

479.

95'

331.89'

422.44'

189.32'

360.

11'

503.29'

61.71'

56.6

2 '

57.12'

132.37'

378.

25'

237.

18'

322.27'

523.

19'

184.01'

442.

42'

282.84' 317.31'

439.

04'

187.38'97.12'

164.94'

505.

32'

213.48' 167.50'

363.

00'

148.85'257.45'

32.50'102.40'

77.7

3'88

.31'

333.

51'

272.16' 179.72' 2.42

'

382.00'

641.43'

55.62'31.00'

47.6

7'

22.53'71.85'

20.65'30.15'

301.48'

496.58'

76.85'

167.

77'

175.

83'

291.65'

135.

98'

253.03'

101.

36'

518.18'

60.0

9'

50.00'

110.

48'

50.00'

110.

00'

234.30'

478.83'

666.72'

280.10'

170.

68'

316.

87'

444.68'

122.

33'

39.4

9 '42

.66'

67.38

'

79.07'

4 8.65 '

40.5

4 '46

.46'

39.4

9'12

2.33

'

65.37'

339.7

8'

312.30'

78.91'

91.25'115.05'

215.39'

157.43'

128.

70'

355.17'

220.77'

118.44'

197.44'35.53'

100.00'

566.52'

153.

02'

21.6

9'

273.

00'

10'

EX 6

0'R

OW

30'

30'

30'

30'

10'

UTI

LITY

EASE

MEN

T (T

YP)

10'

UTI

LITY

EASE

MEN

T (T

YP)

10'

UTI

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EASE

MEN

T (T

YP)

10'

UTI

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MEN

T (T

YP)

HIGBY ROAD

FUTURE R.O.W.

HIGBY ROADEX 60' R.O.W.PR 90' ROW

(MINOR ARTERIAL - PUBLIC)

MILLS TIMBER SUBDIVISION

WOODMOOOR SUMMIT

TIMBERVIEW SUB. FILLING NO.2

FUR

RO

W R

OAD

80' P

UBL

IC R

.O.W

.

MINGLEWOOD TRAIL

AIR

PLAY

DR

IVE

80' P

UBL

IC R

.O.W

.

EXISTINGDRAINAGEEASEMENT

S 36°22'25" E

179.81'

L=450.05', R=325.00'

Δ=79°20'28"

N 64°17'07" E

378.24'

L=446.20', R=600.00'Δ=42°36'33"

S 73°06'20" E197.44'

L=501.81', R=410.00'Δ=70°07'34"

S 08

°21'

30" W

255.

67'

S 33

°42'5

6" W

248.

50'

TIMBERVIEW SUB. FILING NO. 3

FURROW ROAD 80' R.O.W

.

MAJOR COLLECTOR

L=30

2.90

',R

=600

.00'

Δ=2

8°55

'28"

S 29°16'28" E

315.78'

L=47

6.11

',R

=930

.00'

Δ=2

9°19

'57"

S 00

°03'

29" W

295.

18'

476.

30'

43.34'

39.49'

75.45'

408.50'

131.84'

166.33'22.34'

315.78'

282.

29'

209.59'

275.16'

165.84'

268.

05'

274.18'

350.

79'

146.

18'

237.

18'

206.23'

30.29'

315.78'

40.34'

17.37'

373.

61'

398.

83'

END CURB AND GUTTERBEGIN TYPICAL RURALCOLLECTOR STREETSECTION

STORMWATERPOND

STORMWATERPOND

WETLANDS

CROSSPAN 8'FLOWS SE

CROSSPAN 8'FLOWS W

MOUSE HABITAT

CENTERLINE

RETAINING WALL10' MAX HEIGHT

RETAINING WALL10' MAX HEIGHT

ELECTRICALEASEMENT

EPC TYPE ACURB & GUTTER

EPC TYPE ACURB & GUTTER

PROPOSEDDRAINAGE

EASEMENT

COPPER VALLEY COURT60' R.O.W. RURAL LOCAL

COPPER VALLEY COURT

60' R.O.W. RURAL LOCAL

SUNN

YVAI

L TR

AIL

60' R

.O.W

. RUR

AL L

OCAL

PAST

UR

E TR

AIL

60' R

.O.W

. RU

RAL

LO

CAL

100.0'

50.0'

EXISTING OFF-SITEDETENTION POND

EXISTING OFF-SITEDETENTION POND

PROPOSEDDRAINAGE

EASEMENTPROPOSEDDRAINAGEEASEMENT

PROPOSEDDRAINAGE

EASEMENT

HIGBY ROAD IMPROVEMENTS

PROPOSED CENTEREDLEFT TURN LANE

EXISTING DRAINAGEEASEMENT

RETAINING WALL9' MAX HEIGHT

20.0'20'

HORIZ.VERT.

DESIGNED BY:DRAWN BY:CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OFMATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCEDRAWINGS

FILE NAME:CTB FILE:PLOT DATE:THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BYREVISIONS

SHEET KEY N

SHEET OF

PRELIMINARYTHIS DRAWING HAS NOT

BEEN APPROVED BYGOVERNING AGENCIES AND

IS SUBJECT TO CHANGE

X-Title-W ---parcels X-1105-EX SITE DESIGN

OWNER:

BASIS OF BEARING:

A LINE THAT IS 20' NORTH OF AND PARALLEL WITH THE EAST-WEST CETNER LINE OF SECTION19, T11S, R66W, N89°56;32"W - 5135.84/. THE DIRECTION IS A GRID BEARING OF THE COLORADOSTATION PLANE COORDINATE SYSTEM, CENTRAL ZONE, N.A.D. 1983. THE LINE IS MONUMENTEDBY 5\8" DIAMTER REBAR, 18" IN LENGTH WITH 1-1/2" ALUMINUM CAPS "LWA PLS 28658"

BENCHMARK

NGS T 294 ELEVATION - 7247.10' NAVD 88GRANDWOOD ENTERPRISES, LLCWILLIAM F. HEREBIC II, MANAGER270 LODGEPOLE WAYMONUMENT, CO 80132

GRANDWOOD RANCH

PLAN SHEET

1"=100'PP 013 6

MATC

H LI

NE -

SEE

SHEE

T 4

GRANDWOOD RANCH PRELIMINARY PLAN

PRELIMINARY PLAN - PCD FILE NO SP195

CAPCAPJA

APRIL 2020

AutoCAD SHX Text
( IN FEET )
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GRAPHIC SCALE
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1 inch = 100 ft.
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200'
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100'
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100'
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N
Page 4: GRANDWOOD RANCH PRELIMINARY PLAN · preliminary plan - pcd file no sp195 general notes and typical sections. 1"=100' 2 6gn 01. grandwood ranch preliminary plan. development notes

163SCHUEPBACH, JON R.1115 BRENTHAVEN CT,MONUMENT, CO 80132

162KELLY, JOSEPH ROBERT1105 BRENTHAVEN CT,MONUMENT, CO 80132

161CLAYBAUGH, K. WAYNE1110 BRENTHAVEN CT,MONUMENT, CO 80132

159GUILLAN, MARK C.

17435 COLONIAL PARK DR,MONUMENT, CO 80132

156CANELLAS, PEDRO F1145 CAMBROOK CT,

MONUMENT, CO 80132

155STRONG-HERLIK, CINDY J.

1135 CAMBROOK CT,MONUMENT, CO 80132

21ANDERSON, DAVIS S.645 CIMARRON RD,

MONUMENT, CO 80132

22WALBORN, JONATHAN LEE

615 CIMARRON RD,MONUMENT, CO 80132

23FRIZZELL, BILLY G.565 CIMARRON RD,

MONUMENT, CO 80132

24DERBORT, MICHAEL E.

505 CIMARRON RD,MONUMENT, CO 80132

25HANEY, REX A.

475 CIMARRON RD,MONUMENT, CO 80132

26BEWLEY, JAMES G.425 CIMARRON RD,

MONUMENT, CO 80132

27LAITOS, WILLIAM R.385 CIMARRON RD,

MONUMENT, CO 80132

29WRIGHT, THOMAS C.345 CIMARRON RD,

MONUMENT, CO 80132

158GASPAR, ROBERT

1165 CAMBROOK CT,MONUMENT, CO 80132

S 89°50'17" E, 1339.31' S 89°56'30" E, 1312.29'

S 89°55'00" E, 659.94'

N 0

0°27

'58"

W,

1285

.63'

30'

RO

W D

EDIC

ATIO

N

22'

20'

S 89°53'46" E, 1967.85'

ROKKE, ERVIN J.810 DOLAN DR,

MONUMENT, CO 80132

CAGLE, CHRISTOPHER17587 COLONIAL PARK DR,

MONUMENT, CO 80132

TERRIEN, BRIAN D.17592 COLONIAL PARK DR,

MONUMENT, CO 80132

HOMEPLACE LLC405 E HIGBY RD,

MONUMENT, CO 80132

MCGEE, JOHN J.850 DOLAN DR,

MONUMENT, CO 80132

2.42

'

382.00'

641.43'

496.58'

76.85'

167.

77'

175.

83'

291.65'

135.

98'

253.03'

101.

36'

518.18'

60.0

9'

50.00'

110.

48'

50.00'

110.

00'

478.83'

100.00'

566.52'

100.00'

312.34'

555.06'

460.62'

188.97'

153.31'157.88'

361.

49'

199.90'

200.

00'

84.9

6'5 7

.32'

160.

3 4'

64.18 '

48.21

'4 3

.18 '

30.32'

43.18'

48.21'105.72'

466.

47'

185.99'

446.

91'

196.45' 296.60'

83.05 '

361.57'

149.55' 510.89'

260.

13'

290.68'

215.66'

479.28'

493.3

9'

159.38'

226.49'

331.

00'

167.36'

186.

84'

404.08'

343.

12'

338.

59'

480.48'

111.

07'

29.28'

30.2

6'

12.47'

55.12'62.69'97.2 6 '

20.55' 42.48' 61.8

9'

368.

11'

258.89'

200.55'

198.51'

242.

92'

408.

97'

210.41' 542.11'

258.

30'

434.15'

284.

96'

119.70' 52.75'

392.46'

134.

97'

548.89'20.47'

153.

02'

21.6

9'

273.

00'

200.76'

506.15'

130.

17'

474.51'

253.28'

98.93'268.07'

504.10'

251.

68'

219.

29'

156.

28'

433.

13'

90'

90'

EX 6

0'R

OW

10'

UTI

LITY

EASE

MEN

T (T

YP)

10'

UTI

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EASE

MEN

T (T

YP)

HIGBY ROADHIGBY ROADEX 60' R.O.W.PR 90' ROW

(MINOR ARTERIAL - PUBLIC)

HIGBY ESTATES

BENT TREE IIISUBDIVISION

60' R.O.W

.ARROWWOOD

CO

LON

IAL

PAR

K D

RIV

E

PROPOSEDDRAINAGE EASEMENT

S 00

°09'

43" W

341.

96'

L=85

7.56

',R

=500

.00 '

Δ=9

8°16

'08"

L=324.41', R=350.00'

Δ=53°06'22"

L=1049.00' , R=350.00'

Δ=171°43'25"

146.

01'

STORMWATER POND

MOUSE HABITAT

STORMWATER POND

EMERGENCY ACCESSEASEMENT

WETLANDS

EMERGENCYACCESSROAD

GRANDWOOD DRIVE 60'R.O.W. RURAL LOCAL

DESIGNATEDCONCENTRATEDFLOW PATH

DESIGNATEDCONCENTRATEDFLOW PATH

EXISTING OFF-SITEDETENTION POND

EXISTINGDRAINAGEEASEMENT

20'

20'

20'

PROPOSEDDRAINAGE

EASEMENT

PROPOSEDDRAINAGEEASEMENT

HORIZ.VERT.

DESIGNED BY:DRAWN BY:CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OFMATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCEDRAWINGS

FILE NAME:CTB FILE:PLOT DATE:THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BYREVISIONS

SHEET KEY N

SHEET OF

PRELIMINARYTHIS DRAWING HAS NOT

BEEN APPROVED BYGOVERNING AGENCIES AND

IS SUBJECT TO CHANGE

X-Title-W ---parcels X-1105-EX SITE DESIGN

OWNER:

BASIS OF BEARING:

A LINE THAT IS 20' NORTH OF AND PARALLEL WITH THE EAST-WEST CETNER LINE OF SECTION19, T11S, R66W, N89°56;32"W - 5135.84/. THE DIRECTION IS A GRID BEARING OF THE COLORADOSTATION PLANE COORDINATE SYSTEM, CENTRAL ZONE, N.A.D. 1983. THE LINE IS MONUMENTEDBY 5\8" DIAMTER REBAR, 18" IN LENGTH WITH 1-1/2" ALUMINUM CAPS "LWA PLS 28658"

BENCHMARK

NGS T 294 ELEVATION - 7247.10' NAVD 88GRANDWOOD ENTERPRISES, LLCWILLIAM F. HEREBIC II, MANAGER270 LODGEPOLE WAYMONUMENT, CO 80132

GRANDWOOD RANCH

PLAN SHEET

1"=100'PP 024 6

MATC

H LI

NE -

SEE

SHEE

T 3

GRANDWOOD RANCH PRELIMINARY PLAN

PRELIMINARY PLAN - PCD FILE NO SP195

CAPCAPJA

APRIL 2020

AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
1 inch = 100 ft.
AutoCAD SHX Text
200'
AutoCAD SHX Text
100'
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100'
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N
Page 5: GRANDWOOD RANCH PRELIMINARY PLAN · preliminary plan - pcd file no sp195 general notes and typical sections. 1"=100' 2 6gn 01. grandwood ranch preliminary plan. development notes

4SJ MILLS TRUST

17445 MINGLEWOOD TRL,MONUMENT, CO 80132

3SJ MILLS TRUST

17465 MINGLEWOOD TRL,MONUMENT, CO 80132

52HAINES, JOHN

17230LAMPLIGHT DR,

MONUMENT,CO 80132

51MILLER,

RANDALL JAY17250

LAMPLIGHT DR,MONUMENT,

CO 80132

50CROOM,

WILLIAM III172700

LAMPLIGHT DR,MONUMENT, CO

80132

48REYNOLDS

LIVING TRUST17290 LAMPLIGHTDR, MONUMENT,

CO 80132

47MORROW, JACK E.

141 SPRING TIME CT,MONUMENT, CO 80132

23BLYLER, DOUGLAS H.

205 COBBLESTONE WAY,MONUMENT, CO 80132

239MILLER, RICHARD A.

215 COBBLESTONE WAY,MONUMENT, CO 80132

284MOE KNUTE FAMILY TRUST

230 SCRUB OAK WAYMONUMENT, CO 80132

285REVERE, GLEN

220 SCRUB OAK WAYMONUMENT, CO 80132

286HESS, MICHAEL F.

225 SCRUB OAK WAY,MONUMENT, CO 80132

29WRIGHT, THOMAS C.345 CIMARRON RD,

MONUMENT, CO 80132

2MILLS, MARY L.

285 CIMARRON RD,MONUMENT, CO 80132

WOODMOOR IMPROVEMENTASSOCIATION, 1691 WOODMOOR DR,

MONUMENT, CO 80132

1SJ MILLS TRUST

255 CIMARRON RD,MONUMENT, CO 80132

S 89°51'21" E, 1671.93'

S 00

°18'

46" E

, 12

88.8

8'

S 89°56'32" E, 1605.47'

N 78°00'40" E, 215.39'

L=179.82', R=381.64'Δ=26°59'47"

S 74°59'35" E, 91.25'

L=242.08', R=934.32'

Δ=14°50'43"

S 89°50'59" E, 832.75'

S 89°56'31" E, 5135.92'

L=163.74', R=778.77'Δ=12°02'48"

30' R

OW

DED

ICAT

ION

HOMEPLACE LLC405 E HIGBY RD,

MONUMENT, CO 80132

10'

EX 6

0'R

OW

30'

30'

30'

30'

10'

UTI

LITY

EASE

MEN

T (T

YP)

10'

UTI

LITY

EASE

MEN

T (T

YP)

10'

UTI

LITY

EASE

MEN

T (T

YP)

10'

UTI

LITY

EASE

MEN

T (T

YP)

HIGBY ROAD

FUTURE R.O.W.

HIGBY ROADEX 60' R.O.W.PR 90' ROW

(MINOR ARTERIAL - PUBLIC)

MILLS TIMBER SUBDIVISION

WOODMOOOR SUMMIT

TIMBERVIEW SUB. FILLING NO.2

FUR

RO

W R

OAD

80' P

UBL

IC R

.O.W

.

MINGLEWOOD TRAIL

AIR

PLAY

DR

IVE

80' P

UBL

IC R

.O.W

.

EXISTINGDRAINAGEEASEMENT

TIMBERVIEW SUB. FILING NO. 3

FURROW ROAD 80' R.O.W

.

MAJOR COLLECTOR

END CURB AND GUTTERBEGIN TYPICAL RURALCOLLECTOR STREETSECTION

STORMWATERPOND

STORMWATERPOND

WETLANDS

CROSSPAN 8'FLOWS SE

CROSSPAN 8'FLOWS W

DESIGNATEDCONCENTRATED

FLOW PATH

MOUSE HABITAT

CENTERLINE

DESIGNATEDCONCENTRATEDFLOW PATH

DESIGNATEDCONCENTRATED

FLOW PATH

RETAINING WALL10' MAX HEIGHT

RETAINING WALL10' MAX HEIGHT

ELECTRICALEASEMENT

EPC TYPE ACURB & GUTTER

EPC TYPE ACURB & GUTTER

PROPOSEDDRAINAGE

EASEMENT

3.0%

7.5%

4.1%

1.8%

1.8%

3.6%

4.0%

2.2%

2.6%

3.5%

3.9%

4.0%

8.3%

7.9%

4.6%

3.0%

2.9:1

3.0:

1

2.8:

1

3.0:

1

2.9:1

2.9:1

4.0:

1

3.0:1

3.0:1

4.8:1

3.0:1

3.0:1

3.0:

1

COPPER VALLEY COURT60' R.O.W. RURAL LOCAL

COPPER VALLEY COURT

60' R.O.W. RURAL LOCAL

SUNN

YVAI

L TR

AIL

60' R

.O.W

. RUR

AL L

OCAL

PAST

UR

E TR

AIL

60' R

.O.W

. RU

RAL

LO

CAL

7230

7240

7250

7210

7180

7190

7200

7190

7170

72507260

7210

7220

7270

7200

7190

7230

7220

7230

7240

7250

7230

7240

7250

7260

7270

7200

7200

7200

7210

72107220

7230

7240

7230

7240

7220

7230

7240

7250

7260

7210

7220

7230

7280

7290

7300

7300

7270

7280

7290

7300

7310

7320

7330

7340

DESIGNATEDCONCENTRATEDFLOW PATH

7180

7190

7200

7210

7220

7230

7240

7250

7260

7270

7220

7200

7210

7220

7200

7210

7220

7230

7240

72507260

7230

100.0'

50.0'

EXISTING OFF-SITEDETENTION POND

EXISTING OFF-SITEDETENTION POND

PROPOSEDDRAINAGE

EASEMENTPROPOSEDDRAINAGEEASEMENT

PROPOSEDDRAINAGE

EASEMENT

EXISTING43.2 LF~12" CMP

EXISTING51.9 LF~30"x42" CMP

PROPOSED CULVERTEXTENSION ~ 17 LF FOR

HIGBY RD IMPROVEMENTS HIGBY ROAD IMPROVEMENTS

PROPOSED CENTEREDLEFT TURN LANE

EXISTING DRAINAGEEASEMENT

RETAINING WALL9' MAX HEIGHT

20.0'20'

HORIZ.VERT.

DESIGNED BY:DRAWN BY:CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OFMATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCEDRAWINGS

FILE NAME:CTB FILE:PLOT DATE:THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BYREVISIONS

SHEET KEY N

SHEET OF

PRELIMINARYTHIS DRAWING HAS NOT

BEEN APPROVED BYGOVERNING AGENCIES AND

IS SUBJECT TO CHANGE

X-Title-W ---parcels X-1105-EX SITE DESIGN

OWNER:

BASIS OF BEARING:

A LINE THAT IS 20' NORTH OF AND PARALLEL WITH THE EAST-WEST CETNER LINE OF SECTION19, T11S, R66W, N89°56;32"W - 5135.84/. THE DIRECTION IS A GRID BEARING OF THE COLORADOSTATION PLANE COORDINATE SYSTEM, CENTRAL ZONE, N.A.D. 1983. THE LINE IS MONUMENTEDBY 5\8" DIAMTER REBAR, 18" IN LENGTH WITH 1-1/2" ALUMINUM CAPS "LWA PLS 28658"

BENCHMARK

NGS T 294 ELEVATION - 7247.10' NAVD 88GRANDWOOD ENTERPRISES, LLCWILLIAM F. HEREBIC II, MANAGER270 LODGEPOLE WAYMONUMENT, CO 80132

GRANDWOOD RANCH

1"=100'PG 015 6

GRANDWOOD RANCH PRELIMINARY PLAN

PRELIMINARY PLAN - PCD FILE NO SP195

MATC

H LI

NE -

SEE

SHEE

T 6

PRELIMINARY GRADING SHEETCAPCAPJA

APRIL 2020

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1 inch = 100 ft.
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Page 6: GRANDWOOD RANCH PRELIMINARY PLAN · preliminary plan - pcd file no sp195 general notes and typical sections. 1"=100' 2 6gn 01. grandwood ranch preliminary plan. development notes

163SCHUEPBACH, JON R.1115 BRENTHAVEN CT,MONUMENT, CO 80132

162KELLY, JOSEPH ROBERT1105 BRENTHAVEN CT,MONUMENT, CO 80132

161CLAYBAUGH, K. WAYNE1110 BRENTHAVEN CT,MONUMENT, CO 80132

159GUILLAN, MARK C.

17435 COLONIAL PARK DR,MONUMENT, CO 80132

156CANELLAS, PEDRO F1145 CAMBROOK CT,

MONUMENT, CO 80132

155STRONG-HERLIK, CINDY J.

1135 CAMBROOK CT,MONUMENT, CO 80132

21ANDERSON, DAVIS S.645 CIMARRON RD,

MONUMENT, CO 80132

22WALBORN, JONATHAN LEE

615 CIMARRON RD,MONUMENT, CO 80132

23FRIZZELL, BILLY G.565 CIMARRON RD,

MONUMENT, CO 80132

24DERBORT, MICHAEL E.

505 CIMARRON RD,MONUMENT, CO 80132

25HANEY, REX A.

475 CIMARRON RD,MONUMENT, CO 80132

26BEWLEY, JAMES G.425 CIMARRON RD,

MONUMENT, CO 80132

27LAITOS, WILLIAM R.385 CIMARRON RD,

MONUMENT, CO 80132

29WRIGHT, THOMAS C.345 CIMARRON RD,

MONUMENT, CO 80132

158GASPAR, ROBERT

1165 CAMBROOK CT,MONUMENT, CO 80132

S 89°50'17" E, 1339.31' S 89°56'30" E, 1312.29'

S 89°55'00" E, 659.94'

N 0

0°27

'58"

W,

1285

.63'

30'

RO

W D

EDIC

ATIO

N

22'

20'

S 89°53'46" E, 1967.85'

ROKKE, ERVIN J.810 DOLAN DR,

MONUMENT, CO 80132

CAGLE, CHRISTOPHER17587 COLONIAL PARK DR,

MONUMENT, CO 80132

TERRIEN, BRIAN D.17592 COLONIAL PARK DR,

MONUMENT, CO 80132

HOMEPLACE LLC405 E HIGBY RD,

MONUMENT, CO 80132

MCGEE, JOHN J.850 DOLAN DR,

MONUMENT, CO 80132

90'

90'

EX 6

0'R

OW

10'

UTI

LITY

EASE

MEN

T (T

YP)

10'

UTI

LITY

EASE

MEN

T (T

YP)

HIGBY ROADHIGBY ROADEX 60' R.O.W.PR 90' ROW

(MINOR ARTERIAL - PUBLIC)

HIGBY ESTATES

BENT TREE IIISUBDIVISION

60' R.O.W

.ARROWWOOD

CO

LON

IAL

PAR

K D

RIV

E

PROPOSEDDRAINAGE EASEMENT

STORMWATER POND

MOUSE HABITAT

STORMWATER POND

EMERGENCY ACCESSEASEMENT

WETLANDS

EMERGENCYACCESSROAD

3.6%

3.6%

3.6%

2.63%3.5%

3.4% 2.4%

2.1%

2.5%

0.8%

3.0:1

3.4:

1

4.8:

1

3.0:1

3.0:1

3.0:

1

3.0:1

2.9:1

3.0:1

3.0:1

2.9:1

GRANDWOOD DRIVE 60'R.O.W. RURAL LOCAL

7310

7320

7250

7270

7300 7300

7320

7330

7340

7350

7350

7350

7360

7280

7290

7300

7310

7320

7330

7340

7350

7360

7240

7250

7260

7270

7280

7290

7280

7290

7310

7320

7330

7340

7350

7300

7300

7270

7280

7290

7300

7310

7320

7330

7340

7350

7270

7280

7290

7300

7300

7300

7310

7310

DESIGNATEDCONCENTRATEDFLOW PATH

DESIGNATEDCONCENTRATEDFLOW PATH

EXISTING OFF-SITEDETENTION POND

EXISTING80.6 LF~48" CMP

EXISTINGDRAINAGEEASEMENT

20'

20'

20'

PROPOSEDDRAINAGE

EASEMENT

PROPOSEDDRAINAGEEASEMENT

HORIZ.VERT.

DESIGNED BY:DRAWN BY:CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OFMATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCEDRAWINGS

FILE NAME:CTB FILE:PLOT DATE:THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BYREVISIONS

SHEET KEY N

SHEET OF

PRELIMINARYTHIS DRAWING HAS NOT

BEEN APPROVED BYGOVERNING AGENCIES AND

IS SUBJECT TO CHANGE

X-Title-W ---parcels X-1105-EX SITE DESIGN

OWNER:

BASIS OF BEARING:

A LINE THAT IS 20' NORTH OF AND PARALLEL WITH THE EAST-WEST CETNER LINE OF SECTION19, T11S, R66W, N89°56;32"W - 5135.84/. THE DIRECTION IS A GRID BEARING OF THE COLORADOSTATION PLANE COORDINATE SYSTEM, CENTRAL ZONE, N.A.D. 1983. THE LINE IS MONUMENTEDBY 5\8" DIAMTER REBAR, 18" IN LENGTH WITH 1-1/2" ALUMINUM CAPS "LWA PLS 28658"

BENCHMARK

NGS T 294 ELEVATION - 7247.10' NAVD 88GRANDWOOD ENTERPRISES, LLCWILLIAM F. HEREBIC II, MANAGER270 LODGEPOLE WAYMONUMENT, CO 80132

GRANDWOOD RANCH

PRELIMINARY GRADING SHEET

1"=100'PG 026 6

GRANDWOOD RANCH PRELIMINARY PLAN

PRELIMINARY PLAN - PCD FILE NO SP195

MATC

H LI

NE -

SEE

SHEE

T 5

CAPCAPJA

APRIL 2020

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HP
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LP
AutoCAD SHX Text
HP
AutoCAD SHX Text
( IN FEET )
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GRAPHIC SCALE
AutoCAD SHX Text
1 inch = 100 ft.
AutoCAD SHX Text
200'
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100'
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100'
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0'
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N