CONSULTANTS: GENERAL PROVISIONS: PLANNER/ LANDSCAPE ARCHITECT: 2435 RESEARCH PARKWAY, THE HILLS AT LORSON RANCH SUITE 300 STATEMENT OF INTENT: THE PURPOSE OF THIS PUD (PLANNED UNIT DEVELOPMENT) IS TO PROVIDE FOR 514 SINGLE-FAMILY DETACHED COLORADO SPRINGS, CO 80920 RESIDENTIAL UNITS, OPEN SPACE, UTILITIES, AND DRAINAGE. PHONE: (719) 575-0100 EL PASO COUNTY, CO FAX : (719) 575-0208 AUTHORITY: THIS PUD IS AUTHORIZED BY CHAPTER 4 OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED, ADOPTED PURSUANT CIVIL ENGINEER: TO THE COLORADO PLANNED UNIT DEVELOPMENT ACT OF 1972, AS AMENDED. CORE ENGINEERING GROUP PLANNED UNIT DEVELOPMENT AND SITE PLAN 15004 1ST AVENUE S. BURNSVILLE, MN 55306 APPLICABILITY: THE PROVISIONS OF THIS PUD SHALL RUN WITH THE LAND. THE LANDOWNERS, THEIR SUCCESSORS, HEIRS OR ASSIGNS SHALL PHONE: (719) 570-1100 BE BOUND BY THIS DEVELOPMENT PLAN, AS AMENDED AND APPROVED BY THE PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT LOCATED IN THE NORTH HALF (N 1/2) SECTION 24 AND IN THE SOUTH HALF (S 1/2) DIRECTOR OR BOARD OF COUNTY COMMISSIONERS. SECTION 13, T15S, R65W OF THE 6TH P.M., EL PASO COUNTY, STATE OF COLORADO OWNER/DEVELOPER: ADOPTION: THE ADOPTION OF THIS DEVELOPMENT PLAN SHALL EVIDENCE THE FINDINGS AND DECISIONS OF THE EL PASO COUNTY BOARD OF LORSON LLC COUNTY COMMISSIONERS THAT THIS DEVELOPMENT PLAN FOR THE HILLS AT LORSON RANCH IS IN GENERAL CONFORMITY WITH THE EL PASO 212 N. WAHSATCH DR., SUITE 301 COUNTY MASTER PLAN, EL PASO COUNTY POLICY PLAN AND APPLICABLE SMALL AREA PLAN(S); IS AUTHORIZED UNDER THE PROVISION OF THE EL COLORADO SPRINGS, CO 80903 PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED; AND THIS DEVELOPMENT PLAN COMPLIES WITH THE COLORADO PLANNED UNIT LEGAL DESCRIPTION: LAND OWNER CERTIFICATION (719) 635-3200 DEVELOPMENT ACT OF 1972, AS AMENDED. A PARCEL OF LAND IN THE NORTH HALF (N 1/2) SECTION 24 AND IN THE SOUTH HALF (S 1/2) SECTION 13, T15S, R65W OF THE 6TH P.M., EL PASO IN WITNESS WHEREOF: THE AFOREMENTIONED LORSON LLC HAS EXECUTED THESE PRESENTS THIS ______DAY OF ______RELATIONSHIP TO COUNTY REGULATIONS: THE PROVISIONS OF THIS DEVELOPMENT PLAN SHALL PREVAIL AND GOVERN THE COUNTY, COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS; 20___ A.D. , A COLORADO LIMITED LIABILITY COMPANY DEVELOPMENT OF THE HILLS AT LORSON RANCH PROVIDED; HOWEVER, THAT WHERE THE PROVISIONS OF THIS DEVELOPMENT PLAN DO NOT ADDRESS A PARTICULAR SUBJECT, THE RELEVANT PROVISIONS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED AND IN EFFECT BEGINNING AT THE SOUTHEAST CORNER OF "LORSON RANCH EAST FILING NO. 1" AS RECORDED UNDER RECEPTION NO. 219714285 IN THE EL PASO AT THE TIME OF THE PUD PLAN APPROVAL (OR OWNER ACKNOWLEDGE THE PUD CHANGES WITH CODE), OR ANY OTHER APPLICABLE RESOLUTIONS COUNTY, COLORADO RECORDS; OR REGULATIONS OF EL PASO COUNTY, SHALL BE APPLICABLE. AUTHORIZED AGENT, MANAGER THENCE N38°22'41"E ALONG THE EASTERLY LINE THEREOF AND ITS NORTHERLY EXTENSION, SAID LINE BEING THE NORTHWESTERLY LINE OF THAT TO FURTHER THE MUTUAL INTEREST OF THE RESIDENTS, OCCUPANTS, AND OWNERS OF THE PUD AND OF THE PUBLIC IN THE ENFORCEMENT: 100 FOOT TRI-STATE GENERATION AND TRANSMISSION ASSOCIATION INC. EASEMENT DESCRIBED IN BOOK 2665 PAGE 715 OF THE EL PASO COUNTY PRESERVATION OF THE INTEGRITY OF THIS DEVELOPMENT PLAN, THE PROVISIONS OF THIS PLAN RELATING TO THE USE OF LAND AND THE RECORDS, 1352.92 FEET TO THE SOUTHERLY CORNER OF THE MOUNTAIN VIEW ELECTRIC ASSOCIATION (MVEA) SUBSTATION AS RECORDED UNDER STATE OF COLORADO ) LOCATION OF COMMON OPEN SPACE SHALL RUN IN FAVOR OF EL PASO COUNTY AND SHALL BE ENFORCEABLE AT LAW OR IN EQUITY BY THE RECEPTION NO. 206041590; )SS. COUNTY WITHOUT LIMITATION ON ANY POWER OR REGULATION OTHERWISE GRANTED BY LAW. EL PASO COUNTY ) THENCE CONTINUING N38°22'41"E ALONG THE SOUTHEASTERLY LINE OF SAID MVEA SUBSTATION, 295.16 FEET; THENCE N38°22'41"E A DISTANCE OF 447.40 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF FONTAINE BOULEVARD AS PLATTED IN "LORSON RANCH THE ABOVE AND FOREGOING STATEMENT WAS ACKNOWLEDGED BEFORE ME THIS ______DAY OF ______20___ A.D. BY CONFLICT: WHERE THERE IS MORE THEN ONE PROVISION WITHIN THE DEVELOPMENT PLAN THAT COVERS THE SAME SUBJECT MATTER, THE EAST FILING NO. 1" PROVISION WHICH IS MOST RESTRICTIVE OR IMPOSES HIGHER STANDARDS OR REQUIREMENTS SHALL GOVERN. THENCE ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING THREE (3) COURSES; ______WITNESS MY HAND AND SEAL: (1) THENCE S70°06'29"E, A DISTANCE OF 34.95 FEET; GENERAL NOTES: (2) THENCE N18°59'47"E, A DISTANCE OF 99.98 FEET; (3) THENCE N38°22'35"E, A DISTANCE OF 0.03 FEET TO THE SOUTHWEST CORNER OF TRACT J, "LORSON RANCH EAST FILING NO. 1"; 1. REFER TO APPROVED LORSON RANCH DEVELOPMENT AGREEMENT #6, AS AMENDED, BY THE EL PASO COUNTY BOARD OF COUNTY ______MY COMMISSION EXPIRES: ______COMMISSIONERS FOR DEVELOPMENT INFORMATION. NOTARY PUBLIC THENCE ALONG THE LINES OF SAID TRACT J THE FOLLOWING FOUR (4) COURSES; 2. NO RESIDENTIAL LOTS SHALL BE DIRECT ACCESS TO COLLECTOR ROADWAY OR MINOR ARTERIAL ROADWAY CLASSIFICATIONS. ALL RESIDENTIAL LOTS WILL HAVE DIRECT ACCESS TO LOCAL RESIDENTIAL STREETWAYS. (1) THENCE N38°22'35"E, ALONG THE EASTERLY LINE THEREOF 345.15 FEET; 3. ALL WATER SYSTEM ELEMENTS AND SANITARY SEWERAGE CONVEYANCE CONDUITS AND THEIR ASSOCIATED APPURTENANCES SHALL BE (2) THENCE N58°24'10"W, A DISTANCE OF 314.29 FEET; COUNTY CERTIFICATION DEDICATED TO THE WIDEFIELD WATER & SANITATION DISTRICT. ALL OTHER UTILITIES SHALL BE OWNED AS APPROPRIATED. (3) THENCE N43°26'13"W, A DISTANCE OF 336.42 FEET; THIS REZONING REQUEST TO PUD HAS BEEN REVIEWED AND FOUND TO BE COMPLETE AND IN ACCORDANCE WITH BOARD RESOLUTION 4. ALL ELECTRICAL SERVICE SHALL BE PROVIDED BY MOUNTAIN VIEW ELECTRIC ASSOCIATION. ALL TRACKS THROUGH WHICH MVEA UTILITIES WILL BE (4) THENCE N0°00'00"E, A DISTANCE OF 440.98 FEET TO THE SOUTH LINE OF "LORSON RANCH EAST FILING NO. 3" AS RECORDED UNDER LOCATED WILL BE GIVEN UTILITY EASEMENTS AS REQUIRED. RECEPTION NO. 220714474 IN THE EL PASO COUNTY RECORDS; #______AND DATE______APPROVING THE PUD AND ALL APPLICABLE EL PASO COUNTY REGULATIONS. 5. PUBLIC UTILITY/ DRAINAGE EASEMENTS SHALL BE PROVIDED ON ALL LOTS AS FOLLOWS: FRONT: TEN FEET (10) THENCE ALONG THE SOUTHERLY LINES THEREOF THE FOLLOWING SIX (6) COURSES; SIDE: FIVE FEET (5) REAR: TEN FEET (10) (1) THENCE N87°26'51"E, A DISTANCE OF 11.92 FEET; 6. ALL TRACTS, LANDSCAPE AND DETENTION FACILITIES WILL BE DESIGNATED FOR PUBLIC UTILITIES AS REQUIRED. (2) THENCE 304.57 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 704.79 FEET, A CENTRAL ANGLE OF 24°45'36", THE CHAIR, BOARD OF COUNTY COMMISSIONERS DATE 7. STREET LIGHTS WILL BE RESTRICTED TO MOUNTAIN VIEW ELECTRIC ASSOCIATIONS DETAILS AND SPECIFICATIONS. CHORD OF 302.21 FEET BEARS N75°30'05"E; 8. SITE LIGHTING WILL MEET THE REQUIREMENTS SET FORTH IN THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED, THE DECLARATION (3) THENCE N63°33'19"E, A DISTANCE OF 194.38 FEET; OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR LORSON RANCH AND THE LORSON RANCH DESIGN GUIDELINES. (4) THENCE N67°51'09"E, A DISTANCE OF 113.39 FEET; 9. FENCING: ALL PROPOSED FENCING IS SUBJECT TO DESIGN REVIEW COMMITTEE APPROVAL AS SET FORTH IN THE COVENANTS AND DESIGN (5) THENCE N65°49'40"E, A DISTANCE OF 232.85 FEET; GUIDELINES FOR LORSON RANCH. (6) THENCE 90.04 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 533.00 FEET, A CENTRAL ANGLE OF 9°40'45", THE DIRECTOR, PLANNING AND COMMUNITY DEVELOPMENT DATE 10. INTERNAL FENCING IS ALLOWED WITHIN INDIVIDUAL REAR YARDS. FENCING DESIGN, MATERIALS, AND LAYOUT SHALL BE APPROVED BY THE DESIGN CHORD OF 89.94 FEET BEARS N21°59'18"W; REVIEW COMMITTEE. 11. NO FENCES SHALL IMPEDE DRAINAGE IN ANY WAY. CLERK AND RECORDER CERTIFICATION 12. NEW SIDEWALKS ARE TO BE 5" THICK AND SUBJECT TO THE DEVELOPER COLLATERALIZING AND INSTALLING SAID SIDEWALKS. THE FUTURE LOT THENCE S57°31'41"E, A DISTANCE OF 30.77 FEET; OWNER OR BUILDER IS RESPONSIBLE FOR REPAIR OF ANY DAMAGES AFTER THE INITIAL INSTALLATION. THENCE S22°54'14"E, A DISTANCE OF 56.00 FEET; STATE OF COLORADO ) 13. THE MAILBOX KIOSK WILL BE DETERMINED WITH EACH FINAL PLAT AND IN COORDINATION WITH THE U.S. POSTAL SERVICE. THENCE S7°28'57"W, A DISTANCE OF 33.43 FEET; )SS. 14. INDIVIDUAL LOT SIDE YARD SWALES TO BE CONSTRUCTED DURING INDIVIDUAL LOT CONSTRUCTION/ LANDSCAPING TO PROVIDE ADEQUATE THENCE 213.93 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 533.00 FEET, A CENTRAL ANGLE OF 22°59'49", THE CHORD OF VICINITY MAP: DRAINAGE. 212.50 FEET BEARS S40°31'27"E; EL PASO COUNTY ) 15. GRASS BUFFER BMPS WILL BE MAINTAINED IN ACCORDANCE WITH A PERMANENT BMP AGREEMENT AND EASEMENT AND O&M THENCE S52°01'21"E, A DISTANCE OF 254.46 FEET TO THE NORTHWESTERLY LINE OF AFORESAID 100 FOOT TRI-STATE GENERATION AND MANUAL TO BE RECORDED AT THE TIME OF FINAL PLAT. TRANSMISSION ASSOCIATION INC. EASEMENT; I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN MY OFFICE ON THIS______OF ______, 20____ AT ______O'CLOCK A.M./P.M. AND WAS 16. THE SUBDIVIDER/DEVELOPER HAS FAMILIARIZED ITSELF WITH CURRENT AMERICANS WITH DISABILITIES ACT (ADA) LAWS AND RECORDED PER ACCESSIBILITY STANDARDS AND HAS LAID OUT THE PLAT AND ASSOCIATED GRADING AND CONSTRUCTION PLANS SO THAT ALL SITE THENCE S37°58'39"W, ALONG SAID NORTHWESTERLY LINE 2.00 FEET; SP01 ELEMENTS MEET THE APPLICABLE ADA DESIGN STANDARDS AS PUBLISHED BY THE UNITED STATES DEPARTMENT OF JUSTICE. THENCE S52°01'21"E, A DISTANCE OF 185.54 FEET; RECEPTION NO. ______. APPROVAL OF THIS PLAT AND ASSOCIATED CONSTRUCTION DOCUMENTS BY EL PASO COUNTY DOES NOT ASSURE COMPLIANCE THENCE 210.78 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 970.00 FEET, A CENTRAL ANGLE OF 12°27'02", THE CHORD OF WITH THE ADA OR ANY REGULATIONS OR GUIDELINES ENACTED OR PROMULGATED UNDER OR WITH RESPECT TO SUCH LAWS. IT IS 210.37 FEET BEARS S58°14'52"E; SP02 THE RESPONSIBILITY OF THE DEVELOPER/HOME BUILDER TO ENSURE ADA ACCESSIBILITY DURING CONSTRUCTION OF THE PRIVATE SP03 THENCE S64°28'23"E, A DISTANCE OF 122.30 FEET; Fontaine Blvd. SIDEWALKS. THENCE N78°34'24"E, A DISTANCE OF 33.27 FEET; EL PASO COUNTY CLERK AND RECORDER THENCE S64°28'23"E, A DISTANCE OF 50.00 FEET; SP04 THENCE S27°31'10"E, A DISTANCE OF 33.27 FEET; STREETS: SP05 THENCE S64°28'23"E, A DISTANCE OF 56.25 FEET; LAND USE: 1. ALL STREETS SHALL BE PUBLIC AND SHALL BE NAMED AND CONSTRUCTED TO EL PASO COUNTY STANDARDS, DEDICATED TO EL PASO COUNTY FOR AND THENCE 141.30 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 630.00 FEET, A CENTRAL ANGLE OF 12°51'04", THE CHORD UPON ACCEPTANCE BY EL PASO COUNTY, AND SHALL BE MAINTAINED BY EL PASO COUNTY DEPARTMENT OF TRANSPORTATION. OF 141.01 FEET BEARS S58°02'51"E; CURRENT ZONING: PUD (PLANNED UNIT DEVELOPMENT) SP06 2. TRACTS D AND G ARE RESERVED FOR POTENTIAL PUBLIC IMPROVEMENTS TO FONTAINE BLVD. THE LORSON RANCH METROPOLITAN DISTRICT NO. 1 WILL THENCE S51°37'19"E, A DISTANCE OF 94.90 FEET; PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT) Lorson Blvd. SP07 AND MAINTAIN SAID TRACTS UNTIL SUCH TIME, IF ANY, THE COUNTY REQUESTS THE DEEDS CONVEYING THE PORTIONS OF THESE TRACTS NECESSARY THENCE N83°22'41"E, A DISTANCE OF 33.94 FEET; FOR RIGHT-OF-WAY PURPOSES TO EL PASO COUNTY AT NO COST TO THE COUNTY. EL PASO COUNTY, ITS AGENT(S) OR ASSIGNEE(S) MAY REQUEST THE THENCE S51°37'19"E, A DISTANCE OF 62.00 FEET; CURRENT LAND USE: AG. GRAZING LAND DEEDS AND CONSTRUCT ROADWAY IMPROVEMENTS WITHIN THESE TRACTS AT ANY TIME AT EL PASO COUNTY'S SOLE DISCRETION. LANDSCAPING THENCE S38°22'41"W, A DISTANCE OF 159.73 FEET; ALLOWED TO REMAIN WITHIN THE ACQUIRED RIGHT-OF-WAY SHALL CONTINUE TO BE MAINTAINED BY THE LORSON RANCH METROPOLITAN DISTRICT NO. PROPOSED LAND USE: SINGLE-FAMILY RESIDENTIAL; PUBLIC & PRIVATE STREETS; LANDSCAPE SETBACKS; PARKS/ OPEN THENCE 267.95 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 868.00 FEET, A CENTRAL ANGLE OF 17°41'14", THE CHORD 1 UNDER THE LICENSE AGREEMENT ALLOWING MAINTENANCE OF LANDSCAPING WITHIN THE PLATTED RIGHT-OF-WAY WITHIN THE HILLS AT LORSON SPACE; TRAIL CORRIDORS; UTILITY EASEMENTS; DRAINAGE & DETENTION FACILITIES; SIGNAGE OF 266.89 FEET BEARS S29°32'04"W; RANCH. SEE FONTAINE BLVD. DETAIL ON SHEET 4. THENCE S23°47'26"E, A DISTANCE OF 29.39 FEET; 3. LANDSCAPING AREAS, COMMON OPEN SPACE AND BUFFERS SHALL BE OWNED AND MAINTAINED BY THE LORSON RANCH METROPOLITAN DISTRICT NO. 1. THENCE S18°59'47"W, A DISTANCE OF 50.00 FEET; 4. STREETS WITHIN THIS DEVELOPMENT PROVIDE FOR LEVELS OF VEHICULAR CIRCULATION REQUIRED BY THE TRAFFIC STUDY. SIDEWALKS SHALL BE SITE DATA TABLE: PROJECT: PROVIDED ON BOTH SIDES OF ALL STREETS AS ILLUSTRATED ON THIS PLAN. TYPICAL CROSS SECTIONS WILL BE SHOWN WITH FUTURE SUBMITTALS. THENCE S61°35'11"W, A DISTANCE OF 30.06 FEET; 5. BASED UPON FUTURE NOISE STUDIES ILLUSTRATING MITIGATION TO BE NECESSARY, ANY REQUIRED SOUND WALLS SHALL BE CONSTRUCTED AS THENCE S18°59'47"W, A DISTANCE OF 567.87 FEET; THE HILLS AT LORSON RANCH TOTAL SITE ACREAGE 123.167 AC DEVELOPMENT OCCURS AND WILL FOLLOW UNIT DEVELOPMENT ALONG FONTAINE BLVD. THE NOISE WALL WILL BE LOCATED ALONG THE BACK OF LOTS THENCE S26°00'13"E, A DISTANCE OF 36.77 FEET; PLANNED UNIT DEVELOPMENT AND SITE PLAN WITHIN THE LANDSCAPE SETBACK/ BUFFER TRACTS. A NEW NOISE STUDY MAY BE REQUIRED PRIOR TO AMENDING, DOWNSIZING, OR REMOVING ANY THENCE S18°59'47"W, A DISTANCE OF 93.91 FEET; PROPOSED SINGLE-​FAMILY DWELLING UNITS 514 D.U. REQUIREMENT FOR NOISE WALLS. THENCE S63°59'47"W, A DISTANCE OF 25.46 FEET; EL PASO COUNTY, CO 6. URBAN LOCAL RESIDENTIAL KNUCKLE DESIGN TO BE PER THE EL PASO COUNTY ENGINEERING CRITERIA MANUAL KNUCKLE DETAIL FIGURE SD 2-77. THENCE S18°59'47"W, A DISTANCE OF 119.41 FEET; PROPOSED GROSS DENSITY 4.2 D.U./AC INIITALINITIAL SUBMITTAL: MAY 15,22, 2020 THENCE S23°17'08"W, A DISTANCE OF 106.97 FEET; THENCE S18°59'47"W, A DISTANCE OF 307.87 FEET; LANDSCAPE: REVISION HISTORY: THENCE S23°45'41"E, A DISTANCE OF 29.46 FEET; SITE DATA TABLE: THENCE S18°59'47"W, A DISTANCE OF 50.00 FEET; NO. DATE DESCRIPTION BY 1. COMMON OPEN SPACE AREAS SHALL BE XERISCAPED. URBAN PARK IMPROVEMENTS PROVIDED BY THE DEVELOPER MAY BE APPLIED TO PARK LAND THENCE S61°45'15"W, A DISTANCE OF 29.46 FEET; DEDICATION AND/ OR FEES WITH REVIEW AND APPROVAL BY EL PASO COUNTY PARKS. ANY URBAN PARK IMPROVEMENTS WILL BE COORDINATED AT TYPE OF USE # ACRES PROVIDED % OF PROPERTY A LATER DATE WITH EL PASO COUNTY PARKS VIA PARK LAND AGREEMENTS. THENCE S18°59'47"W, A DISTANCE OF 396.74 FEET; 2. PARK SITE LOCATIONS HAVE BEEN LOCATED IN TRACTS AS SHOWN ON THE DRAWINGS. LOCATIONS ARE SUBJECT TO CHANGE PENDING FUTURE THENCE S23°45'41"E, A DISTANCE OF 29.46 FEET; SINGLE FAMILY RESIDENTIAL (514 LOTS) 54.093 AC 43.9% FINAL DESIGN. PARK SITE AMENITIES AND TIMING OF CONSTRUCTION ARE TO BE DETERMINED WITH FUTURE COORDINATION WITH THE EL PASO THENCE S18°59'47"W, A DISTANCE OF 50.00 FEET; COUNTY PARK DEPARTMENT. THENCE S61°45'15"W, A DISTANCE OF 29.46 FEET; OPEN SPACE/ LANDSCAPE 14.279 AC 11.6% 3. TOTAL OPEN SPACE ACREAGE IS CUMULATIVE OF THE OVERALL LORSON RANCH DEVELOPMENT IN ACCORDANCE WITH THE LORSON RANCH THENCE S18°59'47"W, A DISTANCE OF 134.57 FEET; POWER LINE EASEMENT 23.894 AC 19.4% SKETCH PLAN AND THE LORSON RANCH OVERALL PUD DEVELOPMENT AND PHASING PLAN, AS AMENDED. THENCE 62.79 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1,032.00 FEET, A CENTRAL ANGLE OF 3°29'10", THE CHORD 4. LANDSCAPING AREAS, TRAILS, COMMON OPEN SPACE AND BUFFERS SHALL BE MAINTAINED BY THE LORSON RANCH METROPOLITAN DISTRICT NO. 1. OF 62.78 FEET BEARS S20°44'22"W; PUBLIC STREETS RIGHTS-​OF-​WAY 30.901 AC 25.1% 5. ANY LANDSCAPING WITHIN THE PUBLIC RIGHTS-OF-WAY WILL BE SUBJECT TO A LICENSE AGREEMENT WITH EL PASO COUNTY FOR OWNERSHIP AND THENCE S22°28'57"W, A DISTANCE OF 349.86 FEET; DRAWING INFORMATION: TOTAL 123.167 AC 100.0% MAINTENANCE RESPONSIBILITIES. THENCE 90.69 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 632.00 FEET, A CENTRAL ANGLE OF 8°13'18", THE CHORD OF PROJECT NO: 20.1129.001 6. NO LANDSCAPING SHALL OBSTRUCT SIGHT DISTANCE TRIANGLES PER ENGINEERING CRITERIA MANUALS, AS AMENDED. THE MINIMUM HORIZONTAL 90.61 FEET BEARS S26°35'36"W; NOTE: TOTAL OPEN SPACE REQUIRED IS 10% OF TOTAL ACREAGE, 123.167 AC X .10 = 12.317 ACRES CLEARANCE FOR SIDEWALKS AROUND UTILITY STRUCTURES, FURNITURE, AND OTHER ENCROACHMENTS SHALL BE 4 FEET OR GREATER TO THENCE S30°42'15"W, A DISTANCE OF 26.72 FEET; TOTAL OPEN SPACE PROVIDED IS 31.0% = 38.173 ACRES DRAWN BY: RAF PROVIDE SAFE CONDITIONS FOR PEDESTRIANS AND BICYCLISTS PER THE ENGINEERING CRITERIA MANUAL. THENCE S13°07'56"E, A DISTANCE OF 27.70 FEET; CHECKED BY: JAA 7. TRAILS TO BE SOFT SURFACE TO MATCH EXISTING TRAILS FOUND WITHIN LORSON RANCH. ANY FUTURE TRAILS SHALL BE PUBLIC. FINAL TRAIL THENCE S33°01'53"W, A DISTANCE OF 64.00 FEET; ALIGNMENT TO BE DETERMINED IN THE FIELD BASED ON GRADE, VEGETATION, AND OTHER EXISTING SITE FEATURES. APPROVED BY: JAA THENCE N56°58'07"W, A DISTANCE OF 9.29 FEET; 8. ANY FUTURE NON-REGIONAL TRAILS TO BE OWNED AND MAINTAINED BY THE LORSON RANCH METROPOLITAN DISTRICT NO. 1. THENCE 178.22 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 968.00 FEET, A CENTRAL ANGLE OF 10°32'56", THE CHORD OF SHEET TITLE: 177.97 FEET BEARS N62°14'35"W; THENCE N67°31'03"W, A DISTANCE OF 789.35 FEET; FLOODPLAIN NOTES: THENCE S73°54'03"W, A DISTANCE OF 32.07 FEET; THIS PROPERTY IS NOT LOCATED WITHIN A DESIGNATED FEMA FLOODPLAIN AS DETERMINED BY THE FLOOD INSURANCE RATE THENCE N67°31'03"W, A DISTANCE OF 50.00 FEET; SHEET INDEX: MAP, COMMUNITY MAP NUMBER '08041C0976G', EFFECTIVE DATE 'DECEMBER 7, 2018'. THENCE N28°50'34"W, A DISTANCE OF 32.01 FEET; THENCE N67°31'03"W, A DISTANCE OF 263.79 FEET; P1 PUD TITLE SHEET THENCE 226.85 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 568.00 FEET, A CENTRAL ANGLE OF 22°53'00", THE CHORD P2 PUD TRACT MAP & DETAILS COVER SHEET SOILS: OF 225.35 FEET BEARS N78°57'32"W; P3-4 PUD DETAILS THENCE S89°35'58"W, A DISTANCE OF 490.91 FEET TO THE POINT OF BEGINNING. 1. A 'GEOLOGY AND SOILS STUDY FOR THE HILLS AT LORSON RANCH EL PASO, COUNTY, WAS COMPLETED BY RMG- ROCKY P5-11 PUD SITE PLAN MOUNTAIN GROUP DATED MAY 15, 2020 AND INCLUDED THE AREA OF DEVELOPMENT PROPOSED WITH THE HILLS AT LORSON RANCH. THERE ARE NO SIGNIFICANT GEOLOGICAL HAZARDS; HOWEVER, THE POTENTIAL FOR GEOLOGIC HAZARDS OR SAID PARCEL CONTAINS AN AREA OF 5,365,144 S.F. (123.167 ACRES MORE OR LESS). CONSTRAINTS DO EXISTS RELATED TO THE POTENTIAL FOR SHALLOW BEDROCK, COLLAPSIBLE SOILS AND/ OR EXPANSIVE SOILS. THESE GEOLOGICAL CONDITIONS ARE CONSIDERED RELATIVELY COMMON TO THE AREA WITH MITIGATION ACCOMPLISHED BY IMPLEMENTING COMMON ENGINEERING AND CONSTRUCTION PRACTICES. CS01

S:\20.1129.001 LORSON RANCH- THE HILLS\100 DWG\104 PLAN SETS\DEVELOPMENT PLAN\CS01.DWG ARCHITECTURAL CONTROL COMMITTEE REVIEW:

1. INDIVIDUAL UNIT BUILD OUT, DESIGN, AND ARCHITECTURAL STYLE SHALL BE IN ACCORDANCE TO ARCHITECTURAL CONTROL COMMITTEE RULES AND REGULATIONS OF THE LORSON RANCH METRO DISTRICT CCR'S AS WELL AS THE DECLARATION OF COVENANTS, CONDITIONS AND SHEET 01 OF 11 RESTRICTIONS FOR LORSON RANCH, AND THE LORSON RANCH DESIGN GUIDELINES. PLEASE VISIT: WWW.LORSONRANCH.COM FOR MORE INFORMATION REGARDING REVIEW AND APPROVAL BY THE ARCHITECTURAL CONTROL COMMITTEE.

FILE LOCATION: PCD FILE NO.: CONSULTANTS:

PLANNER/ LANDSCAPE ARCHITECT: 2435 RESEARCH PARKWAY, SUITE 300 COLORADO SPRINGS, CO 80920 PHONE: (719) 575-0100 FAX : (719) 575-0208 CIVIL ENGINEER: CORE ENGINEERING GROUP TRACT C 15004 1ST AVENUE S. BURNSVILLE, MN 55306 10,086 SF PHONE: (719) 570-1100

OWNER/DEVELOPER: LORSON LLC 212 N. WAHSATCH DR., SUITE 301 COLORADO SPRINGS, CO 80903 (719) 635-3200 LAMPREY DRIVE EXISTING R.O.W. ANHINGA COURT

BOBOLINK TRAIL MURRELET DRIVE TRACT F 11,025 SF GRAYLING DRIVE BUFFLEHEAD LANE TRACT E 20,188 SF LRMD = LORSON RANCH METROPOLITAN DISTRICT HOUSE FINCH LANE

SCRUB JAY TRAIL YELLOWTHROAT TERRACE WIGEON WAY 1" X 4" VERTICAL PICKETS TRACT B TRACT K 2" X 4" HORIZONTAL STRINGER 7,678 SF 411,468 SF

TRACT A 107,999 SF SANDERLING STREET 6'-0" 4" X 4" POST, BURIED 24"

BIG BIRD DRIVE WHISTLING TRACT D FINISHED GRADE 135,380 SF DUCK WAY

8'-0" O.C. TYP. PIPING PLOVER PLACE GODWIT LANE 6' WOOD SCREEN FENCE TRACT G VICINITY MAP: 206,233 SF NOT TO SCALE FONTAINE BLVD.

WALLEYE DRIVE

SP01

SPLIT RAIL FENCE GATE. SP02 PLACE SP03 PER OWNER'S DIRECTION Fontaine Blvd. PALAFOXIA 8'-0" O.C. TYP.

TRACT L SP04 629,367 SF RUSHPINK STREET SP05

SP06

Lorson Blvd. SP07 KIT FOX COURT 42"

TRACT H LAKE TROUT DRIVE 98,720 SF

NOTE: FENCE MATERIAL PROJECT: TO BE DETERMINED THE HILLS AT LORSON RANCH SHADBUSH LANE PLANNED UNIT DEVELOPMENT AND SITE PLAN

SPLIT RAIL EL PASO COUNTY, CO INITIAL5/8/20 SUBMITTAL: MAY 22, 2020 ROUNDTAIL WAY FENCE DETAIL NOT TO SCALE REVISION HISTORY: SPLAKE STREET NO. DATE DESCRIPTION BY

WIPER WAY TRACT I 6,430 SF

SAUGEYE STREET

5'-0" WIDE 4" BREEZE DRAWING INFORMATION: PIKEMINNOW PLACE MAX. 2% PROJECT NO: COMPACTED 20.1129.001 CROSS SLOPE DRAWN BY: RAF WALLEYE DRIVE SUBGRADE CHECKED BY: LORSON BLVD. JAA APPROVED BY: JAA

TRAIL SHEET TITLE:

ROUNDTAIL WAY

BROOKTROUT 5' COMPACTED BREEZE TRAIL PUD TRACT MAP NOT TO SCALE TRACT J AND DETAILS 18,234 SF

DT01 S:\20.1129.001 LORSON RANCH- THE HILLS\100 DWG\104 PLAN SETS\DEVELOPMENT PLAN\DT01.DWG SHEET 02 OF 11

FILE LOCATION: PCD FILE NO.: CONSULTANTS:

PLANNER/ LANDSCAPE ARCHITECT: 2435 RESEARCH PARKWAY, SUITE 300 COLORADO SPRINGS, CO 80920 PHONE: (719) 575-0100 FAX : (719) 575-0208 CIVIL ENGINEER: CORE ENGINEERING GROUP 15004 1ST AVENUE S. BURNSVILLE, MN 55306 PHONE: (719) 570-1100 WIDTH VARIES OWNER/DEVELOPER: LORSON LLC 212 N. WAHSATCH DR., SUITE 301 COLORADO SPRINGS, CO 80903 15' REAR SETBACK 15' REAR SETBACK (719) 635-3200

WIDTH VARIES 35'+ 35'+ 35'+ WIDTH VARIES

15' REAR SETBACK 15' REAR SETBACK 15' REAR SETBACK 15' REAR SETBACK 15' REAR SETBACK 15' REAR SETBACK VARIES

LENGTH 5' SIDEWALK 5'

84'+

5' SIDE SETBACK SIDE 5'

5' SIDE SETBACK SIDE 5' 5' SIDE SETBACK SIDE 5' VARIES VARIES

LENGTH LENGTH

5' SIDE SETBACK SIDE 5' SETBACK SIDE 5' SETBACK SIDE 5' 5' SIDE SETBACK SIDE 5' SETBACK SIDE 5' SETBACK SIDE 5'

5' SIDE SETBACK SIDE 5' SETBACK SIDE 5' SETBACK SIDE 5' 5' SIDE SETBACK SIDE 5'

5' SIDEWALK 5' 5' SIDEWALK 5'

SETBACK

10' CORNER LOT SIDE LOT CORNER 10'

SETBACK SETBACK

10' CORNER LOT SIDE LOT CORNER 10' 10' MIN. CORNER LOT SIDE LOT CORNER MIN. 10'

20' FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK TO GARAGE TO GARAGE TO GARAGE TO GARAGE TO GARAGE TO GARAGE TO GARAGE TO GARAGE 15' FRONT SETBACK 15' FRONT SETBACK 15' FRONT SETBACK 15' FRONT SETBACK 15' FRONT SETBACK 15' FRONT SETBACK 15' FRONT SETBACK 15' FRONT SETBACK

5' P.U.E EASEMENT 5' P.U.E EASEMENT 5' P.U.E EASEMENT 5' P.U.E EASEMENT 5' P.U.E EASEMENT 5' P.U.E EASEMENT 5' P.U.E EASEMENT 5' P.U.E EASEMENT

5' SIDEWALK 5' SIDEWALK 5' SIDEWALK

PUBLIC STREET PUBLIC STREET PUBLIC STREET (50' R.O.W) (50' R.O.W) (50' R.O.W)

LOTS 271-284, 289-305, 319-335, LOTS 240-270, 285-288, 306-318, LOTS 1-239 VICINITY MAP: 352-384, 408-448, 469-514 336-351, 385-407, 449-468

SP01

SP02 SP03 Fontaine Blvd.

SP04 SP05 DIMENSIONAL STANDARDS AND GUIDELINES SP06

DIMENSIONAL STANDARDS FOR LOTS 1 - 239 DIMENSIONAL STANDARDS FOR LOTS 271 - 284, 289 - 305, 319 - 335, 352 - 384, 408 - 448, 469 - 514 DIMENSIONAL STANDARDS FOR LOTS 240 - 270, 285 - 288, 306 - 318, 336 - 351, 385 - 407, 449 - 468 Lorson Blvd. SP07 1. MINIMUM LOT AREA: 1. MINIMUM LOT AREA: 1. MINIMUM LOT AREA: A. DWELLING, SINGLE FAMILY: 5,000 SF A. DWELLING, TWO FAMILY SINGLE FAMILY: 2,500 SF A. DWELLING, SINGLE FAMILY: 3,825 SF 2. MAXIMUM PERCENTAGE OF STRUCTURAL COVERAGE OF LOT: NO MAXIMUM 2. MAXIMUM IMPERVIOUS COVERAGE: NO MAXIMUM 2. MAXIMUM PERCENTAGE OF STRUCTURAL COVERAGE: NO MAXIMUM 3. MAXIMUM STRUCTURAL HEIGHT: FORTY FEET (40'). 3. MAXIMUM STRUCTURAL HEIGHT: FORTY FIVE FEET (45'). 3. MAXIMUM STRUCTURAL HEIGHT: FORTY FIVE FEET (45'). 4. MINIMUM WIDTH OF LOT AT FRONT BUILDING SETBACK LINE: FORTY FEET (40'). 4. MINIMUM WIDTH OF LOT AT FRONT BUILDING SETBACK LINE: TWENTY FIVE FEET (25') OR AS OTHERWISE SHOWN. 4. MINIMUM WIDTH OF LOT AT FRONT BUILDING SETBACK LINE: THIRTY FEET (30') OR AS OTHERWISE SHOWN. 5. PROJECTIONS INTO SETBACKS ARE GOVERNED BY THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED. 5. PROJECTIONS INTO SETBACKS ARE GOVERNED BY THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED. 5. PROJECTIONS INTO SETBACKS ARE GOVERNED BY THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED. 6. SETBACK REQUIREMENTS (SEE DETAILS): 6. SETBACK REQUIREMENTS (SEE DETAILS): 6. SETBACK REQUIREMENTS (SEE DETAILS): A. FRONT YARD: TWENTY FEET (20') TO FACE OF GARAGE PROJECT: A. FRONT YARD: TWENTY FEET (20') TO FACE OF GARAGE A. FRONT YARD: TWENTY FEET (20') TO FACE OF GARAGE FIFTEEN FEET (15') TO FACE OF HOUSE FIFTEEN FEET (15') TO FACE OF HOUSE FIFTEEN FEET (15') TO FACE OF HOUSE B. SIDE YARD: FIVE FEET (5') THE HILLS AT LORSON RANCH B. SIDE YARD: FIVE FEET (5', 10' MIN. BETWEEN BUILDINGS) B. SIDE YARD: FIVE FEET (5') C. REAR YARD: FIFTEEN FEET (15') C. REAR YARD: FIFTEEN FEET (15') PLANNED UNIT DEVELOPMENT AND SITE PLAN C. REAR YARD: FIFTEEN FEET (15') D. CORNER YARD (NON-DRIVEWAY SIDE): TEN FEET (10') D. CORNER YARD (NON-DRIVEWAY SIDE): MINIMUM TEN FEET (10') D. CORNER YARD (NON-DRIVEWAY SIDE): TEN FEET (10') 7. ACCESSORY STRUCTURE STANDARDS: EL PASO COUNTY, CO 7. ACCESSORY STRUCTURE STANDARDS: 7. ACCESSORY STRUCTURE STANDARDS: A. MAXIMUM ACCESSORY STRUCTURE HEIGHT: TEN FEET (10') INITIAL5/8/20 SUBMITTAL: MAY 22, 2020 A. MAXIMUM ACCESSORY STRUCTURE HEIGHT: TEN FEET (10') A. MAXIMUM ACCESSORY STRUCTURE HEIGHT: TEN FEET (10') B. SETBACK REQUIREMENTS: B. SETBACK REQUIREMENTS: B. SETBACK REQUIREMENTS: SIDE YARD: FIVE FEET (5') SIDE YARD: FIVE FEET (5') SIDE YARD: FIVE FEET (5') REVISION HISTORY: REAR YARD: FIVE FEET (5') REAR YARD: FIVE FEET (5') REAR YARD: FIVE FEET (5') NO. DATE DESCRIPTION BY

DEVELOPMENT STANDARDS AND GUIDELINES TYPICAL LOT NOTES: DRAWING INFORMATION:

PRINCIPAL USES: SPECIAL USES: 1. LOCATION OF PRIVATE 5' WIDE SIDEWALKS TO FRONT ENTRY TO BE DETERMINED BY PROJECT NO: 20.1129.001 1. THERE SHALL ONLY BE ONE (1) PRINCIPAL (PRIMARY) USE OF SINGLE-FAMILY RESIDENCE PER LOT. 1. CMRS FACILITY (STEALTH) PER THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED. INDIVIDUAL HOUSE INGRESS/ EGRESS CONFIGURATION. DRAWN BY: 2. ALLOWED USES INCLUDE: SINGLE FAMILY RESIDENTIAL, MAIL KIOSKS, TRAIL CORRIDORS, DEVELOPMENT SIGNAGE, ENTRY MONUMENT RAF SIGNAGE, PEDESTRIAN WALKWAYS, FENCING, UTILITIES, METRO DISTRICT FACILITIES, STORMWATER FACILITIES, DRAINAGE IMPROVEMENTS, CHECKED BY: 2. OWNER/ BUILDER TO ENSURE DRIVEWAYS DO NOT CONFLICT WITH PEDESTRIAN RAMP JAA OPEN SPACE AND LANDSCAPE IMPROVEMENTS, PARKS AND ASSOCIATED PARK RELATED EQUIPMENT. AND OTHER USES ALLOWED PER THE ACCESSORY STRUCTURES:: TRANSITIONS. DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR LORSON RANCH, AND THE LORSON RANCH DESIGN GUIDELINES, 1. SHALL BE LIMITED TO TYPICAL RESIDENTIAL STRUCTURES TO INCLUDE STORAGE SHEDS, DECKS (ATTACHED OR APPROVED BY: JAA DETACHED, COVERED OR UNCOVERED), GAZEBOS, PATIOS, HOT TUBS/ SPAS, AND POOLS. SHEET TITLE: *PRINCIPAL USES ARE SUBJECT TO THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT, AS AMENDED 2. FENCES, WALLS, OR HEDGES 3. ALL SIGHT DISTANCE TRIANGLES MUST BE WITHIN THE PUBLIC RIGHT-OF-WAY OR A SIGHT 3. MAILBOXES DISTANCE EASEMENT. IF THE LINE OF SIGHT CROSSES ONTO PRIVATE PROPERTY, A “SIGHT TEMPORARY USES: 4. PERSONAL USE ANTENNAS, RADIO FACILITIES, OR SATELLITE DISHES DISTANCE EASEMENT” SHALL BE DEDICATED TO EL PASO COUNTY TO PROVIDE THE REQUIRED 5. PERSONAL USE SMALL CELL TOWER SIGHT DISTANCE AT TIME OF FINAL PLAT. MAINTENANCE OF A SIGHT DISTANCE EASEMENT 1. MODEL HOME/ SUBDIVISION SALES OFFICE 6. DETACHED GUEST HOUSES, DETACHED GARAGES, OR CARPORTS ARE NOT PERMITTED. SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER OR METROPOLITAN DISTRICT 2. CONSTRUCTION EQUIPMENT AND FIELD OFFICES ONLY WHEN ASSOCIATED WITH A PERMITTED USE 7. ACCESSORY STRUCTURES SHALL ONLY BE LOCATED WITHIN THE BACK-YARD AND MUST BE LOCATED BEHIND UNLESS OTHERWISE APPROVED BY THE COUNTY. 3. YARD OR GARAGE SALES THE MAIN STRUCTURE. NO ACCESSORY STRUCTURES WILL BE PERMITTED IN THE FRONT YARD OR IN FRONT OF THE PRIMARY RESIDENCE. *TEMPORARY USES ARE SUBJECT TO THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT, AS AMENDED 4. NO LANDSCAPING SHALL OBSTRUCT SIGHT DISTANCE TRIANGLES PER ENGINEERING CRITERIA MANUAL. THE MINIMUM HORIZONTAL CLEARANCE FOR SIDEWALKS AROUND UTILITY PUD DETAILS ACCESSORY USES: *ACCESSORY STRUCTURES ARE SUBJECT TO THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT, AS STRUCTURES, FURNITURE, AND OTHER ENCROACHMENTS SHALL BE 4 FEET OR GREATER TO AMENDED 1. RESIDENTIAL HOME OCCUPATION TO BE PER THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED. PROVIDE SAFE CONDITIONS FOR PEDESTRIANS AND BICYCLISTS PER THE ENGINEERING 2. RESIDENTIAL DAY CARE TO BE PER THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED. CRITERIA MANUAL. 3. SOLAR ENERGY SYSTEMS PERMITTED FOR PERSONAL USE ONLY AS PART OF THE MAIN STRUCTURE PER THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED. 4. PERSONAL USE GREEN HOUSE OR GARDEN. GROWING OF MARIJUANA IS NOT PERMITTED. 5. MOTHER-IN-LAW QUARTERS AS PART OF THE MAIN STRUCTURE. ONLY 1 PER LOT.

*ACCESSORY USES ARE SUBJECT TO THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT, AS AMENDED DT02 S:\20.1129.001 LORSON RANCH- THE HILLS\100 DWG\104 PLAN SETS\DEVELOPMENT PLAN\DT01.DWG SHEET 03 OF 11

FILE LOCATION: PCD FILE NO.: CONSULTANTS:

PLANNER/ LANDSCAPE ARCHITECT: 2435 RESEARCH PARKWAY, SUITE 300 COLORADO SPRINGS, CO 80920 R.O.W. R.O.W. PHONE: (719) 575-0100 FAX : (719) 575-0208 CIVIL ENGINEER:

R-O-W 50' R-O-W CORE ENGINEERING GROUP 15004 1ST AVENUE S. BURNSVILLE, MN 55306 LOCAL PHONE: (719) 570-1100 L O T 30' PVMT OWNER/DEVELOPER: C

SIDEWALK L LORSON LLC 10' PUB. 10' PUB. 212 N. WAHSATCH DR., SUITE 301 SIGHT TRIANGLE/ 2.5' 5' 2.5' 15' 15' 2.5' 5' 2.5' PUBLIC IMP./ACCESS IMPR. & IMPR. & COLORADO SPRINGS, CO 80903 (719) 635-3200 ESMT (MINIMUM) DRG. ESMT DRG. ESMT SEE PLANS AND PLAT 2.0' 2% 2% 2% 2%

5' ATTACHED STORM 5' ATTACHED R-O-W SIDEWALK 5" THICK GAS SIDEWALK WATER 5" THICK SIDEWALK OPTIONAL TYPE C OPTIONAL TYPE C 10' 10' RAMP CURB & GUTTER RAMP CURB & GUTTER LOCAL

NOTE: 1. ADDITIONAL PUBLIC IMPROVEMENT EASEMENTS ARE REQUIRED SS WHERE SIDEWALK ENCROACHES INTO THE PRIVATE LOTS. PVC UNDERDRAIN 2. SEE CONSTRUCTION DRAWINGS AND THE FINAL PLAT. SEE PROFILE FOR LOCATION NOTE: 3. SEE CONSTRUCTION DRAWINGS AND PLAT FOR SIGHT TRIANGLE. PAVEMENT SECTION TO BE DETERMINED BY HVEEM ANALYSIS AND DESIGN. DESIGN TYPICAL SECTION 50' R.O.W. TO BE APPROVED BY EL PASO COUNTY PCD LOCAL ROADWAY SIGHT TRIANGLE DESIGN SPEED: 25 MPH ENGINEERING. PUBLIC IMPROVEMENT ESMT. POSTED SPEED: 25 MPH RESIDENTIAL URBAN LOCAL NOT TO SCALE NOT TO SCALE

R.O.W. R.O.W. R.O.W. R.O.W. 60' R-O-W 64' R-O-W 36' PVMT VICINITY MAP:

40' PVMT CL 0.5' 5' 0.5' CL 4' 2.5' 18' 18' 2.5' 4' 5' SP01 0.5' 0.5' 5' 4' 2.5' 20' 20' 2.5' 4' 5' SP02 SP03 14' THRU 12' CENTER 14' THRU Fontaine Blvd. LANE TURN LANE LANE 2% 2% 2% 2% SP04 2% SP05 2% 2% 2% 5' DETACHED 5' DETACHED SIDEWALK SIDEWALK SP06 5' DETACHED 5' DETACHED 5" THICK 5" THICK Lorson Blvd. SP07 SIDEWALK SIDEWALK TYPE A 5" THICK 5" THICK CURB & GUTTER TYPICAL SECTION 64' R.O.W. TYPE A TYPE A TYPICAL SECTION 60' R.O.W. CURB & GUTTER TYPE A RESIDENTIAL URBAN COLLECTOR CURB & GUTTER RESIDENTIAL URBAN COLLECTOR CURB & GUTTER NOT TO SCALE NOT TO SCALE NOTE: PROJECT: DESIGN SPEED: 40 MPH LORSON BOULEVARD (LAMPREY DR TO WALLEYE DR) DESIGN SPEED: 40 MPH PAVEMENT SECTION TO BE DETERMINED WALLEYE DRIVE (NORTH OF FONTAINE) POSTED SPEED: 35 MPH THE HILLS AT LORSON RANCH WALLEYE DRIVE (LORSON BLVD TO FONTAINE BLVD) POSTED SPEED: 35 MPH BY HVEEM ANALYSIS AND DESIGN. DESIGN GRAYLING DRIVE TO BE APPROVED BY EL PASO COUNTY PCD PLANNED UNIT DEVELOPMENT AND SITE PLAN ENGINEERING. EL PASO COUNTY, CO INITIAL5/8/20 SUBMITTAL: MAY 22, 2020

REVISION HISTORY:

ROW ROW NO. DATE DESCRIPTION BY CL 15' FUTURE ROW 50' 50' 15' FUTURE ROW UTILITY TRACT UTILITY TRACT

8.0' 2.5' 24' PVMT 24' PVMT 2.5' 8.0'

DRAWING INFORMATION: 6' 12' THRU 12' CENTER 12' THRU 6' PROJECT NO: 20.1129.001 SHLDR LANE TURN LANE LANE SHLDR 2% 2% DRAWN BY: RAF 2% 2% 2% 2% CHECKED BY: JAA 6' DETACHED 6' DETACHED APPROVED BY: JAA SIDEWALK (LOCATION VARIES) SIDEWALK (LOCATION VARIES) SHEET TITLE: STORM TYPE A WATER BARRIER CURB & GUTTER TYPE A BARRIER CURB & GUTTER 30.5' 12' PUD DETAILS 13'

NOTE: PAVEMENT SECTION TO BE DETERMINED DESIGN SPEED: SS BY HVEEM ANALYSIS AND DESIGN. DESIGN 1. 50MPH (PRINCIPAL ARTERIAL) TO BE APPROVED BY EL PASO COUNTY PCD 2. 40MPH FOR TAPERS (WESTBOUND) (NON-RES COLLECTOR) TYPICAL SECTION 100' R.O.W. ENGINEERING. DT03

S:\20.1129.001 LORSON RANCH- THE HILLS\100 DWG\104 PLAN SETS\DEVELOPMENT PLAN\DT01.DWG FONTAINE BLVD NOT TO SCALE SHEET 04 OF 11

FILE LOCATION: PCD FILE NO.: 1.0% 57.64' 4,220 SF 97.00' LOT 112 35.00' L53.11' 105.07' LOT 23 1.0% 2,975 SF CONSULTANTS: 35.00' 1 L31.42' 3,783 SF 97.00' 37.00' LOT 70 491.15' 85.00' LOT 22 35.00' L PLANNER/ LANDSCAPE ARCHITECT: 4,203 SF = 97.00' 8 3,783 SF 1 35.00' 35.00' S 63°33'19" W 7 2435 RESEARCH PARKWAY, 65.00' .8 L LOT 21 LOT 111 3 105.07' LOT 27 ∆ 8 , 23 26.33' SUITE 300 =0 R .79 3,783 SF 2,975 SF MATCH LINE SEE SHEET SP01 35.00' 6 4,589 SF 2 =2 ' COLORADO SPRINGS, CO 80920 LOT 71 10.79' 5° 00 10 .0 39.00' LOT 20 3,888 SF '3 0 85.00' PHONE: (719) 575-0100 8 ' 35.00' L25.23' " 5,505 SF 77.00' FAX : (719) 575-0208 40.00' 55.00' MURRELET DRIVE - 50' R.O.W. 105.07' 39.00' 35.00' 5 85.00' (LOCAL RESIDENTIAL - PUBLIC) LOT 110 CIVIL ENGINEER: 35.00' LOT 72 LOT 28 L36.04' 39.00' 2,975 SF CORE ENGINEERING GROUP 3,678 SF 3,490 SF 8 65.00' L31.42' 11 728.97' 85.00' 15004 1ST AVENUE S. 105.07' 37.00' N 38°22'41" E TRACT A 37.64' 35.00' BURNSVILLE, MN 55306 L37.60' 37.00' 45.70' 36.00' 8 PHONE: (719) 570-1100 107999 SF LOT 73 1 LOT 45 86.96' LOT 29 6 S 51°37'19" E 40.00' 3,678 SF LOT 109 4,589 SF 3,923 SF 36.00' 35.00' 225.97' 3,400 SF OWNER/DEVELOPER: N87°26'51"E 97.03' L31.42' LOT 74 25.97' 36.00' 2.5% 9 85.00' 11.92' 4 LOT 30 50' ROW 40.00' 3,790 SF 35.00' 85.00' 93.27' LORSON LLC LOT 44 4,133 SF 36.00' 7 67.47' LOT 31 212 N. WAHSATCH DR., SUITE 301 35.00' 3,033 SF 42.87' 4.25' 7 1.0% 3,240 SF 36.97' LOT 108 COLORADO SPRINGS, CO 80903 LOT 75 L24.67' 90.00' LOT 32 9 S 26°26'41" E 3,644 SF (719) 635-3200 4,923 SF 35.68' 85.00' LOT 43 3,240 SF 151.68' L25.04' 38.49' LOT 33 103.64' 3,060 SF 90.00' 85.00' 42.87' 50' ROW 3,240 SF 34.80' L14.51' L31.42' 2 L31.42' 35.00' 36.00' LOT 34 L34.88' 90.00' 35.00' 36.00' 85.00' 3,240 SF LOT 107 36.00' L9.29' LOT 42 90.00' LOT 35 2,975 SF 65.00' ' LOT 46 35.00' 4,949 SF 5,041 SF 85.00' " 0 1 36.00' LOT 76 0 LOT 41 90.00' 35.00' 9 . 4,589 SF

'1 2 60.72' 6,220 SF 85.00' 3,272 SF L31.36' 5 1.0% 3 36.00' 35.00' = 3 LOT 40 70.00' LOT 106 ° R L76.90' 3 55.00' 85.00' 3,060 SF , 2,975 SF 6 36.68' 8 LOT 39 56.97' 92.18' 0 L 6

. LOT 47 = 85.00' = 8 3,060 SF 85.00'

7 7

∆ . 35.00' 5 2,975 SF

L33.21' 88 LOT 38 = ∆ , 10

85.00' 35.00' L = 38.49' 0 R= 3,060 SF 25 20 LOT 37 LOT 105 LOT 77 35.00' ° 0 1 . 85.00' MATCH LINE SEE SHEET SP03 6 LOT 48 0' 00 36.00' 3,060 SF 2,975 SF 3,939 SF 85.00' 38 ' (LOCAL RESIDENTIAL - PUBLIC)

3,118 SF L34.03' " BUFFLEHEAD LANE - 50' R.O.W. 56.63' 100' TRI-STATE YELLOWTHROAT TERRACE - 50' R.O.W. 85.00' 36.00' 85.00' (LOCAL RESIDENTIAL - PUBLIC) 35.00' GENERATION AND 89.54' L7.16' LOT 36 6 35.00' 3 36.68' 36.00' 85.00' 4,756 SF 65.00' 85.00' L34.03' LOT 104 TRANSMISSION L24.67' LOT 49 3 ASSOCIATION INC.

LOT 78 3,495 SF 2,975 SF BOOK 2665 PAGE 715 & 6.30' 36.00' N00°00'00"E 440.98' 38.90' 3,285 SF L31.42' 5

L30.81' 85.00' 98.73' 36.00' BOOK 2846 PAGE 719

85.00' S 51°37'19" E 36.97' 35.00' S 00°00'00" E 00°00'00" S 3.23' 8 47.25' LOT 50 2.5%

88.58' 36.00' 40.00' 35.00' TRACT B 264.46' 1.2% 3,750 SF 50' ROW LOT 103 LOT 79 7678 SF 17.70' 36.00' 2 3,400 SF 2,975 SF LOT 51 1.0% 225' PUBLIC SERVICE 25.09' 3,653 SF 85.00' 85.00' 91.75' 36.00' 6 40.00'

35.00' LOT 52 9 2 COMPANY ELECTRIC 26.19' 3,240 SF L10.81' 84.40' 16.83' 23.31' 36.00' 35.00' LOT 53 7 LOT 102 EASEMENT LOT 80 23.31' 11.52' 90.00' BOOK 2030 PAGE 238 3,240 SF 36.24' 2,975 SF 3,146 SF LOT 66 LOT 54 8.26' 35.00' 90.00'

4,448 SF 3,240 SF 85.00' 37.00' 85.26' L33.24' 2.87' 27.74' 35.00' 1 36.00' LOT 55 L31.42' 90.00' TRACT K 87.43' 8.65' 3,240 SF 35.00' L 28.74' LOT 101 6 90.00' LOT 56 6 8 36.00' 411468 SF L . LOT 81 = 0 LOT 65 7.26' 3,240 SF 2,975 SF 1 1 28.74' WIDEFIELD SCHOOL 3,654 SF 8 ' 4,216 SF 36.00' 0 LOT 57 85.00' . 85.00' 90.00' ∆ 1 35.00' L33.23' 85.91' LOT 64 7.26' DISTRICT 3 = 9 , 28.74' 4,969 SF

0

91.04' 36.00' 35.00' 50.67' R 5 3,093 SF 85.00' 90.00' 1 = 50' ROW 1820 MAIN ST COLORADO ° 2 L57.97' 7.26' 51.21' LOT 100 3 0 LOT 63 28.74' 7 0 36.00' ' . 5.02' 85.00' L18.83' 2,975 SF SPRINGS CO, 80911-1152 19 0 3,060 SF LOT 82 " 0 7.26' 28.74' ' ' LOT 62 0 1.0% 85.00' ZONED (PUD) 0 3,917 SF . 3,060 SF 85.00' 55.22' 35.00' 0 L33.23' 36.35' 7.26' " 9 LOT 61 0 SCHOOL SITE 0 33.81' 55.22' 2 1 ' 104.23' 3,060 SF 85.00' = 36.00' 7.26' 6 L1.19' LOT 99 LOT 60 R 0 HOUSE FINCH LANE - 50' R.O.W. , ° 2,994 SF

49.39' 3,060 SF L2.87' 9 7 LOT 83 85.00' L33.23' (LOCAL RESIDENTIAL - PUBLIC)36.00' 7 0 LOT 59 . 0 85.00' 4 4,050 SF = 35.45' 2 3,060 SF ∆ 96.51' 36.00' = L26.70' LOT 58 L L33.23' 4,747 SF 48.62' LOT 84 36.00' 58.94' 8.33' LOT 98 3,854 SF 3,461 SF L25.75' S 51°37'19" E 35.00' 36.00' 11.03' L39.06' 58.94' 88.44' 249.44' N 45°28'50" E 26.50' 45.38' VICINITY MAP: LOT 85 35.00' 28.07' 95.96' 47.40' 3,631 SF 6 50' ROW L9.03' 35.00' 9 LOT 97 LOT 86 ' 1.2% 0 3,216 SF 87.04' 3,563 SF 0 LOT 87 35.00' 2. =5 92.18' 47.54' 2,975 SF , R 0" 35.00' L=75.24 '5 85.00' LOT 88 3 35.77' 2°5 SP01 2,975 SF ∆=08 10 46.66' LOT 89 35.00' 85.00' 10 2,975 SF PROPERTY BOUNDARY 35.00' LOT 90 85.00' 4.30' LEGEND 2,975 SF 87.38' SP02 TRACT A 35.00' LOT 91 L24.67' L34.47' SP03 85.00' 2,975 SF 3 1 ASPHALT SURFACE (TYPICAL) Fontaine Blvd. 107999 SF 35.00' LOT 92 L9.24' N43°26'13"W 336.42' 85.00' 2 CONCRETE SIDEWALK 3,074 SF L34.47' 35.00' L34.47' LOT 96 3 85.00' SP04 LOT 93 6,050 SF 3 6' WOOD SCREEN FENCE SP05 35.00' 3,368 SF 96.24' 90.66' 4 CONCRETE CROSSPAN (6' TYPICAL) 35.46' 66.24' LOT 94 LOT 95 88.62' 5,519 SF 5 CURB AND GUTTER (TYPE A) SP06 4,293 SF 94.36' 37.48' Lorson Blvd. SP07 29.94' 6 CURB AND GUTTER (TYPE C)

35.00' 63.44' 20' MVEARECEPTION UTILITY EASEMENT NO. 218049453 PEDESTRIAN INTERSECTION RAMP (SD_2-40 & 2-41) 88.02' 7 8 PARALLEL PEDESTRIAN RAMP (SD_2-50)

35.00' 9 PROPOSED FIRE HYDRANT LOCATION

10 COMPACTED BREEZE TRAIL (5' TYPICAL) PROJECT:

N58°24'10"W 314.29' 11 SIGHT DISTANCE TRIANGLE (TYPICAL) THE HILLS AT LORSON RANCH 35.00' PLANNED UNIT DEVELOPMENT AND SITE PLAN

85.00' EL PASO COUNTY, CO

35.00' INITIAL5/18/20 SUBMITTAL: MAY 22, 2020 LOT 159 PROPOSED EASEMENT 84.23' 2,973 SF BUILDING SETBACK REVISION HISTORY:

PROPERTY BOUNDARY NO. DATE DESCRIPTION BY WIDEFIELD SCHOOL DISTRICT 3 SHEET MATCHLINE 1820 MAIN ST COLORADO SPRINGS CO, 80911-1152 6' WOODEN SCREEN FENCE ZONED (PUD) SCHOOL SITE SIGHT TRIANGLE PROPOSED UTILITY STRUCTURES

DRAWING INFORMATION: PROJECT NO: 20.1129.001 DRAWN BY: RAF CHECKED BY: JAA APPROVED BY: JAA SHEET TITLE:

N38°22'35"E 345.15' TRACT D 135380 SF 10 SITE PLAN

N38°22'35"E 0.03' SP02 S:\20.1129.001 LORSON RANCH- THE HILLS\100 DWG\104 PLAN SETS\DEVELOPMENT PLAN\SP01.DWG 2 N18°59'47"E 99.98' SHEET 06 OF 11

100' ROW 3.0% FILE LOCATION: FONTAINE BOULEVARD PCD FILE NO.: 1 (PROPOSED 100' R.O.W. - PUBLIC) S52°01'21"E 185.54' AG. GRAZING LAND CONSULTANTS: Δ=12°27'02" 85.00' 11 R=970.00' PLANNER/ LANDSCAPE ARCHITECT: L=210.78' 2435 RESEARCH PARKWAY, Ch=S58°14'52"E SUITE 300 57.57' ChL=210.37' S64°28'23"E COLORADO SPRINGS, CO 80920 LOT 116 9 N78°34'24"E PHONE: (719) 575-0100 4,919 SF 33.27' 50.00' FAX : (719) 575-0208 CIVIL ENGINEER: 85.00' 58.17' S27°31'10"E CORE ENGINEERING GROUP 33.27' S64°28'23"E 122.30' S64°28'23"E 15004 1ST AVENUE S. Δ=12°51'04" BURNSVILLE, MN 55306 2 56.25' LOT 115 3.3% R=630.00' PHONE: (719) 570-1100 3,400 SF GRAYLING DRIVE - 60' R.O.W. 7 L=141.30' 5 (MINOR RESIDENTIAL COLLECTOR - PUBLIC) OWNER/DEVELOPER: 85.00' Ch=S58°02'51"E 40.00' ChL=141.01' LORSON LLC 7 N83°22'41"E LOT 114 60' ROW 212 N. WAHSATCH DR., SUITE 301 3,400 SF 33.94' 7 COLORADO SPRINGS, CO 80903 RECEPTION NO. 218049453 L2 S51°37'19"E 20' MVEA UTILITY EASEMENT 8.85' 5 1 S51°37'19"E 94.90' L25.52' (719) 635-3200 85.00' 40.00' 10 3 4.0% 62.00' 220.00' 2 59.89' S 25°31'37" W LOT 113 3 MATCH LINE SEE SHEET SP01 35.00' 2,975 SF 53.36' 85.00' L5.05' 53.36' 3 35.00' 76.19' 28.84' 112.86' LOT 119 5,466 SF L5.05' 98.59' L6.74' LOT 120 L49.51' 7 90.00' LOT 118 6,700 SF LOT 117 85.00' 3,267 SF 0.9% L68.23' 35.00' 5,307 SF 75.00' 25.59' 99.96'

75.00' L24.62' LOT 239 92.90' 5,313 SF LOT 238 LOT 237 92.13' L31.03' LOT 236 76.31' L31.42' 100.00' 3,557 SF 4,305 SF 6,217 SF L31.36' L11.65' 35.00' 59.79' 7 10 L31.42' 21.09' L17.38' LOT 121 L 112.81' 13.01 L23.33' 3,961 SF 1 ' SCRUB JAY TRAIL - 50' R.O.W. LOT 235 (LOCAL RESIDENTIAL - PUBLIC) 34.00' L34.28' 35.58' 9,451 SF 59.73' 86.60' L32.32' .00' S 64°28'23" E 35.00' 5 2 6 7 = 4 S38°22'41"W 159.73' , R " 3 2 '56 211.35' WIGEON WAY - 50' R.O.W. 0 8 35.00' . °0 0 7 (LOCAL RESIDENTIAL - PUBLIC) L33.43' LOT 122 7 7 0.9% = 0 50' ROW 2 L10.79' L = 3,215 SF ∆ L =8 118.93' 1.01' PROPERTY BOUNDARY 95.00' L25.46' 3.5% 7 65.65' ∆ .6 =0 5 L36.36' 37.00' 9 , 2 35.00' 6 R ° 42.41' 3 = ' 31.06' 5 1 LOT 123 4 1 2 . ' LOT 141 5 . 4 3,325 SF 0 4 LOT 234 8 6 0 " L33.43' 29.10' 5,037 SF L 95.00' ' 5,823 SF 70.02' L45.51'

35.00' 84.00'

84.00' MATCH LINE SEE SHEET SP02 85.00' LOT 124 LOT 125 84.00' 95.21' 85.00' 3,108 SF 3,562 SF LOT 126

35.00' L18.76' 40.00' 4,567 SF LOT 142 LOT 140 LOT 233 2,975 SF L54.13' ' L24.11' 4 3,400 SF 4,059 SF 3 4 37.00' . 9 85.00' 35.00' 85.00' 104.97' 40.00' 42.41' 3

L 35.00' 53.00' L1.97' LOT 143 38.00' 95.41' 2,975 SF LOT 139 2 L37.20' LOT 232 ' 10 3,230 SF LOT 127 6 37.41' L40.20' 3,911 SF 2 . 85.00' 35.00' TRACT D 85.00' 3,659 SF 105.00' 5 38.00' 3 35.00' 3 93.54' L 135380 SF LOT 144 Δ=17°41'14" 37.49' 100' TRI-STATE GODWIT LANE - 50' R.O.W. 2,975 SF LOT 138 R=868.00' GENERATION AND L38.08' LOT 231 ' 3,187 SF (LOCAL RESIDENTIAL - PUBLIC) 8 L=267.95' TRACT E 2 35.00' LOT 128 . TRANSMISSION 85.00' 37.97' 3,802 SF L35.00' 4 3,399 SF 6 Ch=S29°32'04"W ASSOCIATION INC. 85.00' 105.00' 3 35.00' 37.49' 20188 SF BOOK 2665 PAGE 715 & 93.03' L ChL=266.89' LOT 145 '

36.00' 0

BOOK 2846 PAGE 719 2,975 SF 0 LOT 137 . ' " 7 TRACT F 3 8 3,060 SF 5 7 L38.08' LOT 230 VICINITY MAP: 2

35.00' 4 85.00' 0 . ' 11025 SF 1 3,799 SF LOT 129 L34.68' 4 6 85.00' = 3 44.98' 40.00' 36.00' 3,680 SF 0 105.00' R L °

LOT 146 3 ,

1 225' PUBLIC SERVICE 36.00' 8

92.27' 2.5% 0 3,400 SF 0.8% 4 . LOT 136 = '

COMPANY ELECTRIC 6

∆ 35.00' 35.00' 35.00' 35.00' 57.27' 8 3,060 SF 4 LOT 229 2

. 2 L38.08' 40.00' SP01 85.00' 4 EASEMENT = 3,799 SF

85.00' 3 BOOK 2030 PAGE 238 L 36.00' 35.00' L64.52' 105.00' L LOT 147 34.00' 5

BIG BIRD DRIVE - 50' R.O.W. 84.00' 84.00' 84.00' 84.00' 2,975 SF 84.00' LEGEND (LOCAL RESIDENTIAL - PUBLIC) LOT 130 TRACT K L31.42'LOT 135 LOT 134 LOT 133 LOT 132 LOT 131 SP02 85.00' 35.00' 2,940 SF 2,940 SF 2,940 SF 2,940 SF 4,535 SF ' S23°47'26"E SP03 411468 SF 8 4,489 SF L40.64' 2 1 ASPHALT SURFACE (TYPICAL) Fontaine Blvd. 35.00' 4 L25.27' LOT 228 . 29.39' 4 LOT 148 52.18'

39.82' 5,986 SF 5

2,975 SF L30.99' L31.88' L 2 CONCRETE SIDEWALK 7 7 S 51°37'19" E 7 L2.71' SP04 3 85.00' 35.00' 35.00' 35.00' 35.00' 35.00' 34.00' 82.02' 6' WOOD SCREEN FENCE SP05

35.00' 84.82' LOT 149 4 CONCRETE CROSSPAN (6' TYPICAL) 6 L 5 =67 3.5% 2,975 SF 1 .65, R 11 SP06 =200.00' SANDERLING STREET - 50' R.O.W. 50' ROW S 71°00'13" E 50' ROW 5 CURB AND GUTTER (TYPE A) ∆=0 2 7 7 7 19°22 85.00' 35.00' '5 4" (LOCAL RESIDENTIAL - PUBLIC) 2.0% 462.65' 5 Lorson Blvd. SP07 36.00' 1 3.5% 1 S18°59'47"W CURB AND GUTTER (TYPE C) 35.00' 6 LOT 150 50.00' 2,975 SF L31.42' 7 PEDESTRIAN INTERSECTION RAMP (SD_2-40 & 2-41) 3.82' 7 L38.06' 38.00' 38.00' 38.00' 38.00' 36.31' 82.00' 85.00' 35.00' 733.59' L38.06' 7 L31.42' L3.01' 8 PARALLEL PEDESTRIAN RAMP (SD_2-50) N 38°22'41" E LOT 160 35.00' L31.42' LOT 151 65.00' 4,674 SF LOT 227 S61°35'11"W 9 PROPOSED FIRE HYDRANT LOCATION 2,975 SF 85.00' 5,584 SF 53.77' LOT 161 5 30.06' 85.00' 85.00' 85.00'

85.00' PROJECT: LOT 162 LOT 163 LOT 164 LOT 165 LOT 166 LOT 167 10 COMPACTED BREEZE TRAIL (5' TYPICAL) 4,249 SF 34.00' 85.00' 35.00' 3.1% 89.49' 56.00' 3,924 SF 85.00' 3,230 SF 3,230 SF 3,230 SF 3,230 SF 4,700 SF 105.00' 35.00' 11 SIGHT DISTANCE TRIANGLE (TYPICAL) THE HILLS AT LORSON RANCH ROW VARIES

LOT 152 65.00' LOVE IN ACTION

50' ROW PLANNED UNIT DEVELOPMENT AND SITE PLAN 2,975 SF 1 56.76' LOT 226 212 N WAHSATCH AVE STE 301 COLORADO 36.42' 6

85.00' 35.00' 5 35.00' 3,675 SF 35.00' 52.94' 38.00' 38.00' 38.00' 38.00' 56.31' SPRINGS CO, 80903-3476 10 20.34' 105.00' EL PASO COUNTY, CO 40.00' ZONING (PUD)

36.84' 38.00' 38.00' 38.00' 38.00' 56.31' 3.5% LOT 153 INITIAL SUBMITTAL: MAY 22, 2020 85.00' PROPOSED EASEMENT 5/18/20 3,400 SF 16.10' AG. GRAZING LAND

6 135380 SF LOT 176 LOT 225 BUILDING SETBACK 85.00' 40.00' 5,794 SF 35.00' 3,675 SF 35.00' REVISION HISTORY: 3 105.00' 105.00' 105.00' LOT 175 105.00' PROPERTY BOUNDARY

40.00' 105.00' 105.00' NO. DATE DESCRIPTION BY LOT 154 4,371 SF L31.42' LOT 174 85.00' 3,400 SF 8 103.29' LOT 172 LOT 171 LOT 170 LOT 169 LOT 168 SHEET MATCHLINE 4,274 SF LOT 173 LOT 224 4.5% 102.82' 3,990 SF 3,990 SF 3,990 SF 3,990 SF 5,826 SF 105.00' 4,476 SF TRACT D 35.00' 3,675 SF 35.00' 85.00' 40.00' 4 36.00' 6' WOODEN SCREEN FENCE 3.82' 105.00' 35.00' L43.48' SIGHT TRIANGLE LOT 155 1.9% 7 S 51°37'19" E 2,975 SF L47.81' L31.42' 84.82' L49.09' LOT 223 PROPOSED UTILITY STRUCTURES

35.00' 3,675 SF 35.00' 3 85.00' 35.00' 6 38.00' 38.00' 38.00' 38.00' 36.31'

GODWIT LANE - 50' R.O.W. 105.00' 35.00'

LOT 156 2 L=1 (LOCAL RESIDENTIAL - PUBLIC) 48.84, DRAWING INFORMATION: 2,975 SF R=44 35.37' ∆ 0.00' = LOT 222 WALLEYE DRIVE - R.O.W. VARIES 019° WHISTLING DUCK WAY - 50' R.O.W. S 71°00'13" E 50' ROW 7 2.0% 22'5 4" PROJECT NO: 20.1129.001 35.00' 3,675 SF 35.00' 85.00' 35.00' 50' ROW L31.42' (LOCAL RESIDENTIAL - PUBLIC) 233.31' 2.8% 1 105.00' 35.00' 4.46' DRAWN BY: RAF LOT 157 PUBLIC) - COLLECTOR RESIDENTIAL (MAJOR 2.7% 2,975 SF L30.55' CHECKED BY: JAA LOT 177 L35.01' 35.00' 35.00' 35.00' 35.00' 35.00' LOT 221 35.00' 65.00' 4,620 SF L35.01' APPROVED BY: 85.00' 448.90' JAA L35.01' 40.00' 4,200 SF 40.00' 5 85.00' 13.31' 35.00' LOT 178 L31.42'

S 18°59'47" W 2 LOT 158 3,227 SF L21.72' 105.00' SHEET TITLE: LOT 179 2,975 SF 55.37' 3,284 SF LOT 180 LOT 181 LOT 182 LOT 183 LOT 184 LOT 185 LOT 186 LOT 187 85.00' 35.00' 55.37' 86.19' 3,345 SF 8 3,335 SF 3,151 SF 2,975 SF 2,975 SF 2,975 SF 2,975 SF 4,589 SF LOT 220 35.00' 40.64' 86.08' 40.00' 4,200 SF 40.00' LOT 159 35.00' 65.00' 85.00' 85.00' 85.00' 85.60' 84.23' 85.00' 41.48' 89.12' 2,973 SF 85.00' 105.00' L9.63' 27.64' 25.42' 41.70' 2 30.62' 41.72' 39.02' 35.00' 35.00' 35.00' 35.00' 55.00' 88.00' 5.64' 24.93' LOT 219 35.00' 35.00' 35.00' 35.00' 35.00' 35.00' 55.00' SITE PLAN 5 35.00' 3,675 SF 35.00' LOT 199 115.00' 10.74' 105.00' S18°59'47"W 567.87' 6,211 SF

117.03' 115.00' LOT 198 110.74'

4,025 SF 3.5% 105.00' 105.00' LOT 218

105.00' 105.00' 25.00' 105.00' 105.00' 105.00' L L42.41'

∆ 35.00' = LOT 197 3,671 SF 10.03' 78.00' = 8 LOT 196 LOT 195 1 0 5,056 SF LOT 194 LOT 193 LOT 192 LOT 191 LOT 190 LOT 189 LOT 188 104.25' . 9 6 6 0 4,521 SF 3,745 SF 8 3,675 SF 3,675 SF 3,675 SF 3,675 SF 3,675 SF 3,675 SF 5,619 SF 6 , ° 0 3.04' R 0 28.37' = '0 L24.67' 5 0 LOT 217 2 " 35.00' L9.51' . 3,605 SF 36.10' SP03 0 11 0 L30.74' S:\20.1129.001 LORSON RANCH- THE HILLS\100 DWG\104 PLAN SETS\DEVELOPMENT PLAN\SP01.DWG ' 23.00' L42.41' 93.45' 3.5% 86.37' L28.46' N 51°37'19" W " '

MATCH LINE SEE SHEET SP02 20.41' 35.00' 35.00' 35.00' 35.00' 35.00' 35.00' 35.00' 28.00' 0 0 0 0 ' . 0 2 °0 5 L33.41' SHEET 07 OF 11 6 0 = LOT 216 9 R ∆ 0 , 4,297 SF =01 ∆= MATCH LINE SEE SHEET SP05 9°22'5 6 68 MATCH LINE SEE SHEET SP05 L=6 4" PIPING PLOVER PLACE - 50' R.O.W. 293.41' 50' ROW 2.0% 1. 61.31'

FILE LOCATION: 7 8 PCD FILE NO.: .65, R 2 1 L= 94.04' L21.83' 35.00' =200.00' (LOCAL RESIDENTIAL - PUBLIC) N 71°00'13" W 13.65' N38°22'35"E CONSULTANTS: 0.03' PLANNER/ LANDSCAPE ARCHITECT: 2435 RESEARCH PARKWAY, SUITE 300 MATCH LINE SEE SHEET SP02 COLORADO SPRINGS, CO 80920 PHONE: (719) 575-0100 FAX : (719) 575-0208 2 N18°59'47"E CIVIL ENGINEER: 99.98' CORE ENGINEERING GROUP 15004 1ST AVENUE S. 100' ROW BURNSVILLE, MN 55306 3.0% FONTAINE BOULEVARD PHONE: (719) 570-1100 1 (PROPOSED 100' R.O.W. - PUBLIC) OWNER/DEVELOPER: S70°06'29"E 34.95' LORSON LLC 212 N. WAHSATCH DR., SUITE 301 2 COLORADO SPRINGS, CO 80903 (719) 635-3200

10 100' TRI-STATE GENERATION AND TRANSMISSION ASSOCIATION INC. BOOK 2665 PAGE 715 & 127.90' BOOK 2846 PAGE 719 TRACT G L45.67' 206233 SF LOT 240

3 50.00' 5,724 SF MATCH LINE SEE SHEET SP05 9.40' 225' PUBLIC SERVICE 110.00' COMPANY ELECTRIC 10 BOOKEASEMENT 2030 PAGE 238 LOT 241

50.00' 5,500 SF 50.00' 3 51.97' 110.00' 40.03'

64.62' N38°22'41"E 447.40' LOT 242

48.00' 5,280 SF 48.00' LOT 244 110.42' 110.42' 8,196 SF 110.00' 125.08'

LOT 245 82.50'

10,402 SF 42.00' L46.44' LOT 243

LORSON LLC NOMINEE FOR 62.00' L5.24' 6,734 SF MURRAY FOUNTAIN LLC L31.42' 212 N WAHSATCH AVE STE 301 L45.30' 90.00' COLORADO SPRINGS CO, 80903-3476 100.39' ZONING (PUD) 100.39' 9 VACANT LAND 00' 55.00' 2. 6 5 7 VICINITY MAP: =5 LOT 246 , R 06" 2.7% L31.54' 9 7' 8 0 °3 5,743 SF . 0 4 7 6 0 = = L 110.00' ∆ 59.16' 50.00' 50.00' 51.92' L24.85' 110.00' L33.28' SP01

50.00' 33.60' LOT 247 6 LOT 321 5,500 SF 5,741 SF LEGEND 36.60' LOT 323 LOT 324 SP02

85.00' 4,250 SF 85.00' 4,413 SF SP03 110.00' LOT 322 1 ASPHALT SURFACE (TYPICAL) Fontaine Blvd. 110.00' 50.00' 85.00' 4,686 SF 50.00'

0.8% 2 CONCRETE SIDEWALK SP04 60.00' 12.74' 54.57' 50.00' 51.92' 3 6' WOOD SCREEN FENCE 50' ROW SP05 LOT 248 50.00' 12.74' 6,600 SF LOT 320 36.49' 60.00' 60.00' 4,250 SF 4 CONCRETE CROSSPAN (6' TYPICAL) 1 SP06 PROPERTY BOUNDARY 110.00' 85.00' CURB AND GUTTER (TYPE A) 60.00' 50.00' 5 3 110.00' Lorson Blvd. SP07 6 CURB AND GUTTER (TYPE C) 40.00' 50.00' LOT 318 7 PEDESTRIAN INTERSECTION RAMP (SD_2-40 & 2-41) MOUNTAIN VIEW ELECTRIC ASSOC INC LOT 249 LOT 317 LOT 316 L31.42'LOT 319 109.99' 7,432 SF 1655 5TH ST LIMON CO, 80828 5,500 SF 6,600 SF 6,600 SF 5,014 SF 110.00' 110.00' 8 PARALLEL PEDESTRIAN RAMP (SD_2-50) ZONING (PUD) 110.00' 110.00' 50.00' 60.00' 9 PROPOSED FIRE HYDRANT LOCATION VACANT LAND 65.00' 7 10 COMPACTED BREEZE TRAIL (5' TYPICAL) PROJECT: 60.00' S 51°37'19" E L60.84' LOT 250 364.60' 9 111.64' 25.39' 60.00' 60.00' 11 SIGHT DISTANCE TRIANGLE (TYPICAL) THE HILLS AT LORSON RANCH 6,600 SF N 38°22'41" E 3.3% PLANNED UNIT DEVELOPMENT AND SITE PLAN 7 6 L=6 110.00' 7.65, N38°22'41"E 295.16' 60.00' R=20 4.5% ∆ 0.00' 110.00' 35.00' =019 EL PASO COUNTY, CO °22'5 4" L31.42' 31.64' L18 INITIAL5/18/20 SUBMITTAL: MAY 22, 2020 .67' PROPOSED EASEMENT 60.00' L5 0.10' L7.3 4' LOT 251 BUILDING SETBACK 47.96' 49.00' REVISION HISTORY: 6,600 SF LOT 289 PROPERTY BOUNDARY 65.00' 4,589 SF NO. DATE DESCRIPTION BY 110.00' 85.00' 60.00' 2.0% LOT 290 SHEET MATCHLINE 110.00' 4,585 SF 55.00' 86.07' LOT 291 LOT 292 LOT 293 LOT 294 6' WOODEN SCREEN FENCE 60.00'

90.17' 55.00' 5,265 SF 5,110 SF 90.00' 4,410 SF 90.00' 4,410 SF LOT 252 SIGHT TRIANGLE 57.42' 6,553 SF 46.00' 34.62' PROPOSED UTILITY STRUCTURES KIT FOX COURT - 50' R.O.W. 16.06' 104.37' 27.48' L26.20' (LOCAL RESIDENTIAL - PUBLIC) 53.83' 5 83.00' 15.09' 58.24' 49.00' 38.74' 9.24' 49.00' 49.00' DRAWING INFORMATION: LOT 288 10 11 5,894 SF PROJECT NO: 20.1129.001 110.00' LOT 287 DRAWN BY: RAF 5,060 SF L

∆ L42.41'

= 110.00' = CHECKED BY: 8 JAA

1 0 . 9 LOT 286 6 0 LOT 285 LOT 284 LOT 283 LOT 282 8 APPROVED BY: JAA , ° 6,122 SF 0 110.90' 5,746 SF 5,145 SF 5,145 SF 5,145 SF R 0 28.00' 105.00' 105.00' 105.00' = '0 5 0 SHEET TITLE: 2 " 9 .0 46.00' 0 ' 1 27.48' 2 2.0% 101.48' N 51°37'19" W L 40.79' 49.00' 49.00' 40.93 ' L18.26' 6 ∆ =019 L °22'54" 50.00' =67 L25.40' .65, R SITE PLAN L24.67' =200.00' 1.31' 29.21'

L20.81' 44.79' 50.00' 50.00' LOT 253 110.00' L50.10' L5.21' 5,753 SF 120.00' LOT 254 5,908 SF

116.33' LOT 255 MATCH LINE SEE SHEET SP07 6,325 SF SP04 LOT 256 113.35' LOT 257 LOT 258 LOT 259 S:\20.1129.001 LORSON RANCH- THE HILLS\100 DWG\104 PLAN SETS\DEVELOPMENT PLAN\SP01.DWG 50.00' 7,051 SF 5,640 SF 5,500 SF 5,500 SF

110.09' 110.00' 110.00' 110.00' MATCH LINE SEE SHEET SP06 TRACT H 50.13' TRACT L 98720 SF SHEET 08 OF 11 629367 SF 60.62'

FILE LOCATION: 26.03' PCD FILE NO.: 49.46' 52.55' 50.00' 50.00' LS V_1 redline.pdf Markup Summary

dsdparsons (5)

(5) PH2 MR 10 MALUS X `DAVI PP DAVID CRABAP

ML 21 MALUS X `LOUI LOUISA CRABA FUTURE PLAYGROUND, TO (1) PSL PP MP 10 MALUS X `PRAI Subject: Callout BE PROVIDED BY OWNER PRAIRIFIRE CR

MT 37 MALUS X `THUN THUNDERCHILD

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PLANTING PLAN / SITE PLAN CO 14 CELTIS OCCIDE COMMON HACK Author: dsdparsons SCALE: 1" = 40' KP 26 KOELREUTERIA GOLDEN RAIN T

QB 18 QUERCUS BICO SWAMP WHITE

QM 19 QUERCUS MAC BURR OAK incorporate the park features into the other TS 13 TILIA TOMENTO Date: 7/15/2020 7:44:34 AM sheets please t show STERLING SILV the amentities Status: Color: Layer: Space:

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WOOD FENCE COMPACTED BREEZE TRAIL Subject: Callout incorporate the park features into the other sheets please t show the amentities Page Label: 3 incorporate the park features into the other sheets Author: dsdparsons please t show the amentities NATIVE SEED, TYP. 5' BREEZE PATH, TYP. (10) PC PP

STEEL EDGER, TYP.

(3) CC (3) QM PP PP Date: 7/15/2020 7:45:03 AM

FUTURE PLAYGROUND, TO BE PROVIDED BY OWNER

(1) CC PP

5' BREEZE PATH, TYP. Status: Color: Layer: Space:

PM 9 PRUNUS MAACKII 1.5" CAL. B&B 15`-20` 20`-30` AMUR CHOKECHERRY

SHADE TREES CODE QTY BOTANICAL / COMMON NAME PLANTING SIZE CONTAINER MAT. W. MAT. HT. AS 5 ACER RUBRUM `RED SUNSET` 2" CAL. B&B 30`-40` 40` - 50` (1) CO RED SUNSET MAPLE GD (2) ML CC 17 CATALPA SPECIOSA `HIAWATHA 2` TM 2" CAL. B&B 20`-25` 40` - 50` GD HEARTLAND CATALPA Subject: Callout CO 14 CELTIS OCCIDENTALIS `CHICAGOLAND` 2" CAL. B&B 40`-50` 50`-60` COMMON HACKBERRY 10' LANDSCAPE SETBACK KP 26 KOELREUTERIA PANICULATA 2" CAL. B&B 20`- 30` 20`-30` GOLDEN RAIN TREE

QB 18 QUERCUS BICOLOR 2" CAL. B&B 40` - 60` 40` - 60` (3) ML SWAMP WHITE OAK check triangles and ECM standrds GD (3) ML SIGHT TRIANGLE QM 19 QUERCUS MACROCARPA 2" CAL. B&B 40`-50` 50`-60` GD BURR OAK

(1) PSL GD TS 13 TILIA TOMENTOSA `STERLING` 2" CAL. B&B 20` 35` 40` - 50` STERLING SILVER LINDEN Page Label: 3

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COBBLE, TYP. (1) PI GD (1) QB GD check triangles and NATIVE SEED, TYP. ECM standrds Author: dsdparsons 10' LANDSCAPE (1) PI SETBACK GD (1) QB GD

SIGHT TRIANGLE

(10) PC PP Date: 7/15/2020 7:59:09 AM

NATIVE SEED, TYP. (1) QB WD (3) CC 10' LANDSCAPE SETBACK PP (1) PH2 COBBLE, TYP. WD

(1) PSL WD Status: Color: Layer: Space:

Subject: Callout Page Label: 1 title block all sheets of PUD and preliminary plan

title block all sheets of PUD and preliminary plan

SODDING & SEEDING: CONSULTANTS: PLANNER/ LANDSCAPE ARCHITECT: R SPECIFIC INSTRUCTIONS 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING EROSION CONTROL MEASURES DURING THE DURATION OF WORK ON-SITE. PROVIDE A SMOOTHLY RAKED 2435 RESEARCH PARKWAY FINISH GRADE, PROVIDE POSITIVE SUITE 300 2. GENERAL CONTRACTOR SHALL PROVIDE 4" OF TOPSOIL AT ALL SOD AND PLANTING AREAS. GRADE SHALL BE ADJUSTED FOR SOD THICKNESS. ALL FINISH GRADING SHALL BE DRAINAGE; WORK PRIOR TO PERFORMED BY LANDSCAPE CONTRACTOR. COLORADO SPRINGS, CO 8 SOIL AMENDMENTS PER NOTES PHONE: (719) 575-0100 3. FINE GRADE SOD AREAS TO ELIMINATE IRREGULARITIES ON THE SURFACE. ROLL OR PERFORM ADDITIONAL FINE GRADING. FAX : (719) 575-0208 EVENLY SPREAD GROUNDCOVER PER ELEMENTS AND PLANTINGS AS 8" CIVIL ENGINEER: TOPSOIL 4" DEEP 4. ALL SPECIFIED SEED MIXES SHALL CONSIST OF CERTIFIED SEED VARIETIES THAT ARE FREE OF NOXIOUS WEEDS AND HAVE BEEN TESTED FOR PURITY AND GERMINATION WITHIN PLAN APPLICATION CORE ENGINEERING GROUP SIX MONTHS OF THE PLANTING DATE. CERTIFICATION LABELS WHICH INDICATE THE SPECIES, PURITY, GERMINATION, WEED CONTENT, ORIGIN, AND TEST DATE SHALL BE 15004 1ST AVENUE S. SUB SOIL (RIP 6" DEEP) Author: dsdparsons SUBMITTED FOR ALL SEED MATERIALS. BURNSVILLE, MN 55306 PHONE: (719) 570-1100 E AND CHARACTER MAY BE 5. SEEDING METHOD: DRILL SEEDING OR BROADCAST SEEDING SHALL BE USED FOR REVEGETATION. AS OUTLINED BELOW, THE SIZE AND SLOPE OF THE DISTURBED AREA SHALL ANT LIST AS DEEMED DETERMINE WHICH SEEDING METHOD(S) IS APPROPRIATE AND ACCEPTABLE. WHERE FEASIBLE, RANGELAND DRILL SEEDING COMBINED WITH A COVER OF CRIMPED HAY MULCH NOTES: OR HYDRO-MULCH IS THE REQUIRED METHOD 1. TOPSOIL TO CONSIST OF DARK, LIGHT LOAM SOIL FREE OF ROCKS, ROOTS, AND FOREIGN MATERIALS. OWNER/DEVELOPER: 2. COMPOST TO CONSIST OF 1-YEAR OLD ORGANIC MATERIAL AND SHOULD NOT INCLUDE CHICKEN MANURE. 5.1. SLOPES LESS THAN 3:1 - SEED SHALL BE PLANTED USING A RANGELAND DRILL WITH A SMALL SEED/LEGUME BOX AND AN AGITATOR BOX FOR FLUFFY OR BULKY SEED. SEED 3. FROZEN MATERIALS OR MATERIALS GREATER THAN 1" DIA. SHOULD BE REMOVED. LORSON LLC ROWS SHALL BE SPACED 7-10 INCHES APART, AND PLANTED 0.5 TO 0.75 INCHES DEEP. THE DRILL SHALL HAVE DOUBLE-DISK FURROW OPENERS WITH DEPTH BANDS AND 212 N. WAHSATCH DR., SUITE 301 CHEDULE. LANDSCAPE PACKER WHEELS. SEEDING SHALL BE ACCOMPLISHED USING BI-DIRECTIONAL DRILLING AND FOLLOWING THE SLOPE CONTOUR. THE DRILL EQUIPMENT SHALL BE CALIBRATED EACH DAY OR WHENEVER THERE IS A CHANGE IN THE SEED MIX TO ENSURE PROPER SEED DISTRIBUTION AND RATE. COLORADO SPRINGS, CO 80903 5.1.1. FOR AREAS LARGER THAN O.1 ACRE- HYDRO-SEEDING SHALL BE USED. THE SEED SHALL NOT BE TANK MIXED WITH THE HYDRO-MULCH AND BROADCAST. SOIL PREP FOR ALL AREAS (719) 635-3200 ES. LOCATE EXACT UTILITY PLANTING DETAIL OF ANY DAMAGE HE MAY CAUSE 6. MULCHING: WEED-FREE NATIVE HAY, WEED-FREE STRAW, OR VIRGIN WOOD FIBER HYDRO-MULCH SHALL BE USED TO CONTROL EROSION AND PROMOTE SEED GERMINATION AND PLANT ESTABLISHMENT. NATIVE HAY, STRAW, OR HYDRO-MULCH SHALL BE APPLIED AT 2,000 POUNDS/ACRE ON SLOPES LESS THAN 3:1. ON STEEPER SLOPES, A MULCHING RATE OF 2,500 POUNDS/ACRE SHALL BE USED. EAS UTILIZED FOR HAULING 7. NATIVE HAY OR STRAW SHALL BE CRIMPED INTO THE SOIL TO A DEPTH OF AT LEAST 3 INCHES, AND SHALL PROTRUDE ABOVE THE GROUND AT LEAST 3 INCHES. AN ORGANIC TACKIFIER SHALL BE USED TO HOLD THE HAY OR STRAW IN PLACE IF THE CRIMPING RESULTS ARE INSUFFICIENT. HYDRO-MULCH SHALL BE APPLIED USING A COLOR DYE AND THE OUT THE SITE WORK AND MANUFACTURER RECOMMENDED RATE OF AN ORGANIC TACKIFIER.

USE 16 GA. WIRE (CAL-TIE OR EQUIV.) 8. APPROVAL OF SEEDED TURF AREAS SHALL BE BASED UPON THE SEED PRODUCERS GUARANTEED SEEDING GERMINATION RATE FOR A ONE SQUARE FOOT AREA. IF GUARANTEED REMOVE TWINE FROM BRANCHES PERTY OWNER. GERMINATION RATE IS NOT ACHIEVED, THE CONTRACTOR SHALL OVERSEED UNTIL THE GERMINATION RATE IS ACHIEVED. REVEGETATION SHALL HAVE AT LEAST 3 NATIVE GRASS PLACED THROUGH GROMMETS OF SEEDLINGS/SQUARE FOOT AND NO BARE AREAS EXCEEDING ONE SQUARE METER AFTER THE SECOND GROWING SEASON. FOR DRILL SEEDED AREAS, PLANTING ROWS SHALL BE WEB STRAPS TO SECURE TREE NOTICEABLE BY THE END OF THE FIRST FULL GROWING SEASON. IF A PARTIAL OR TOTAL SEEDING FAILURE IS APPARENT AFTER THE SECOND GROWING SEASON, POORLY SPRAY WITH WILT PRUF OR EQUAL VEGETATED AREAS SHALL BE RESEEDED IN THE SAME MANNER DESCRIBED ABOVE. APPROPRIATE SITE PREPARATION PRACTICES SHALL BE USED TO CREATE A SUITABLE (IF LEAFED OUT) SEEDBED FOR PLANTING, BUT ANY ESTABLISHED NATIVE VEGETATION SHALL BE UNDISTURBED TO THE EXTENT POSSIBLE. AREAS THAT ERODE BEFORE GERMINATION AND ORANGE FLUORESCENT FLAGGING ON COTTON/NYLON WEBBING STRAP ESTABLISHMENT CAN OCCUR SHALL BE REPAIRED AND IMMEDIATELY RESEEDED DURING THE SAME SEASON. WIRE FOR SAFETY BS, GRASSES, AND PERENNIALS AS REMOVE SOIL TO ROOT FLARE STEEL POSTS. GUY TREE TO PLUMB MATCH TOP OF ROOT FLARE Date: 7/9/2020 1:33:43 PM F THE SPECIES. PLANTS SHALL POSITION. SECURE GUYS TO TRUNK TO EXISTING GRADE E 35, ARTICLE 25, CRS 1974 (SEE AT 1/2- 2/3 THE TREE HEIGHT. PLACE 4" SHREDDED CEDAR MULCH POSTS AND WIRES SO THAT THEY DO W/OUT FABRIC NOT RUB AGAINST BRANCHES

5' MIN. EXISTING GRADE

O PLANTING AND MULCH BACKFILL SOIL PER

1'-0" LONG X 4" DIA. ADG CORRUGATED 2' MIN. SPECIFICATIONS FLEXIBLE PIPE (WEED WHACKER GUARD). BALL, THEN THOROUGHLY SOAKED SPLIT ONE SIDE END-TO-END AND PLACE ED AT THIS TIME. REMAINDER OF AROUND BASE OF TREE TRUNK 3 X DIA. OF ROOTBALL E THOROUGHLY WATERED AGAIN.

MATIC IRRIGATION SYSTEMS ARE SED ON SEASONAL DECIDUOUS TREE PLANTING DETAIL CONTRACTOR SHALL REPLACE T IN HEALTHY CONDITION DURING Status: Color: Layer: Space:

2. GENERAL CONTRACTOR SHALL PROVIDE 4" OF TOPSOIL AT ALL SOD AND PLANTING AREAS. GRADE SHALL BE ADJUSTED FOR SOD THICKNESS. ALL FINISH GRADING SHALL BE ORK PRIOR TO PERFORMED BY LANDSCAPE CONTRACTOR. SOIL AMENDMENTS PER NOTES 3. FINE GRADE SOD AREAS TO ELIMINATE IRREGULARITIES ON THE SURFACE. ROLL OR PERFORM ADDITIONAL FINE GRADING. LEMENTS AND PLANTINGS AS EVENLY SPREAD 4. ALL SPECIFIED SEED MIXES SHALL CONSIST OF CERTIFIED SEED VARIETIES THAT ARE FREE OF NOXIOUS WEEDS AND HAVE BEEN TESTED FOR PURITY AND GERMINATION WITHIN TOPSOIL 4" DEEP SIX MONTHS OF THE PLANTING DATE. CERTIFICATION LABELS WHICH INDICATE THE SPECIES, PURITY, GERMINATION, WEED CONTENT, ORIGIN, AND TEST DATE SHALL BE SUBMITTED FOR ALL SEED MATERIALS. SUB SOIL (RIP 6" DEEP)

AND CHARACTER MAY BE 5. SEEDING METHOD: DRILL SEEDING OR BROADCAST SEEDING SHALL BE USED FOR REVEGETATION. AS OUTLINED BELOW, THE SIZE AND SLOPE OF THE DISTURBED AREA SHALL NT LIST AS DEEMED DETERMINE WHICH SEEDING METHOD(S) IS APPROPRIATE AND ACCEPTABLE. WHERE FEASIBLE, RANGELAND DRILL SEEDING COMBINED WITH A COVER OF CRIMPED HAY MULCH NOTES: OR HYDRO-MULCH IS THE REQUIRED METHOD 1. TOPSOIL TO CONSIST OF DA 2. COMPOST TO CONSIST OF 1Subject: Text Box 5.1. SLOPES LESS THAN 3:1 - SEED SHALL BE PLANTED USING A RANGELAND DRILL WITH A SMALL SEED/LEGUME BOX AND AN AGITATOR BOX FOR FLUFFY OR BULKY SEED. SEED 3. FROZEN MATERIALS OR MAT ROWS SHALL BE SPACED 7-10 INCHES APART, AND PLANTED 0.5 TO 0.75 INCHES DEEP. THE DRILL SHALL HAVE DOUBLE-DISK FURROW OPENERS WITH DEPTH BANDS AND HEDULE. LANDSCAPE PACKER WHEELS. SEEDING SHALL BE ACCOMPLISHED USING BI-DIRECTIONAL DRILLING AND FOLLOWING THE SLOPE CONTOUR. THE DRILL EQUIPMENT SHALL BE CALIBRATED EACH DAY OR WHENEVER THERE IS A CHANGE IN THE SEED MIX TO ENSURE PROPER SEED DISTRIBUTION AND RATE. 5.1.1. FOR AREAS LARGER THAN O.1 ACRE- HYDRO-SEEDING SHALL BE USED. THE SEED SHALL NOT BE TANK MIXED WITH THE HYDRO-MULCH AND BROADCAST. SOIL PRE S. LOCATE EXACT UTILITY PLANTING DET OF ANY DAMAGE HE MAY CAUSE 6. MULCHING: WEED-FREE NATIVE HAY, WEED-FREE STRAW, OR VIRGIN WOOD FIBER HYDRO-MULCH SHALL BE USED TO CONTROL EROSION AND PROMOTE SEED GERMINATION AND PLANT ESTABLISHMENT. NATIVE HAY, STRAW, OR HYDRO-MULCH SHALL BE APPLIED AT 2,000 POUNDS/ACRE ON SLOPES LESS THAN 3:1. ON STEEPER SLOPES, A MULCHING RATE OF 2,500 POUNDS/ACRE SHALL BE USED. AS UTILIZED FOR HAULING 7. NATIVE HAY OR STRAW SHALL BE CRIMPED INTO THE SOIL TO A DEPTH OF AT LEAST 3 INCHES, AND SHALL PROTRUDE ABOVE THE GROUND AT LEAST 3 INCHES. AN ORGANIC Encroachment into Sight Distance Triangles or TACKIFIER SHALL BE USED TO HOLD THE HAY OR STRAW IN PLACE IF THE CRIMPING RESULTS ARE INSUFFICIENT. HYDRO-MULCH SHALL BE APPLIED USING A COLOR DYE AND THE UT THE SITE WORK AND MANUFACTURER RECOMMENDED RATE OF AN ORGANIC TACKIFIER.

8. APPROVAL OF SEEDED TURF AREAS SHALL BE BASED UPON THE SEED PRODUCERS GUARANTEED SEEDING GERMINATION RATE FOR A ONE SQUARE FOOT AREA. IF GUARANTEED USE 16 GA. WIRE (CAL-TIE OR E ERTY OWNER. GERMINATION RATE IS NOT ACHIEVED, THE CONTRACTOR SHALL OVERSEED UNTIL THE GERMINATION RATE IS ACHIEVED. REVEGETATION SHALL HAVE AT LEAST 3 NATIVE GRASS PLACED THROUGH GROMM SEEDLINGS/SQUARE FOOT AND NO BARE AREAS EXCEEDING ONE SQUARE METER AFTER THE SECOND GROWING SEASON. FOR DRILL SEEDED AREAS, PLANTING ROWS SHALL BE WEB STRAPS TO SECUR NOTICEABLE BY THE END OF THE FIRST FULL GROWING SEASON. IF A PARTIAL OR TOTAL SEEDING FAILURE IS APPARENT AFTER THE SECOND GROWING SEASON, POORLY VEGETATED AREAS SHALL BE RESEEDED IN THE SAME MANNER DESCRIBED ABOVE. APPROPRIATE SITE PREPARATION PRACTICES SHALL BE USED TO CREATE A SUITABLE Page Label: 1 SEEDBED FOR PLANTING, BUT ANY ESTABLISHED NATIVE VEGETATION SHALL BE UNDISTURBED TO THE EXTENT POSSIBLE. AREAS THAT ERODE BEFORE GERMINATION AND ORANGE FLUORESCENT FLAGG ESTABLISHMENT CAN OCCUR SHALL BE REPAIRED AND IMMEDIATELY RESEEDED DURING THE SAME SEASON. WIRE FOR S S, GRASSES, AND PERENNIALS AS STEEL POSTS. GUY TREE TO THE SPECIES. PLANTS SHALL POSITION. SECURE GUYS TO 35, ARTICLE 25, CRS 1974 (SEE AT 1/2- 2/3 THE TREE HEIGHT. Encroachment into Sight Distance Triangles or Easements. Any object within the sight distance triangle or easement more than 30 inches above the flowline POSTS AND WIRES SO THAT TH elevation of the adjacent roadway shall constitute a sight obstruction, and shall be removed or lowered. The objects may include but are not limited to berms, NOT RUB AGAINST BRA Easements. Any object within the sight distance buildings, parked vehicles on private property, cut slopes, hedges, trees, bushes, utility cabinets or tall crops. Trees may be permitted at the discretion of the PLANTING AND MULCH ECM Administrator if pruned to at least 8 feet above the flowline elevation of the adjacent roadway. ECM is on Municode 1'-0" LONG X 4" DIA. ADG CORRUGA FLEXIBLE PIPE (WEED WHACKER GUA ALL, THEN THOROUGHLY SOAKED SPLIT ONE SIDE END-TO-END AND PL D AT THIS TIME. REMAINDER OF AROUND BASE OF TREE TR Author: dsdparsons THOROUGHLY WATERED AGAIN.

ATIC IRRIGATION SYSTEMS ARE ED ON SEASONAL DECIDUOU PLANTING DET ONTRACTOR SHALL REPLACE IN HEALTHY CONDITION DURING triangle or easement more than 30 inches above

USE 16 GA. WIRE (CAL-TIE O PLACED THROUGH GROM WEB STRAPS TO SECU

ORANGE FLUORESCENT FLAG DO NOT CUT LEADER. PRUNE DAMAGED Date: 7/9/2020 1:33:50 PM WIRE FOR OR DEAD WOOD PRIOR TO PLANTING GUY WIRES TO BE STEEL POSTS. GUY TREE T UNIFORMLY AND NEATLY COTTON / NYLON WEBBING STRAP POSITION. SECURE GUYS T TIGHTENED (TYP.) DOUBLE STRAND GALV. WIRE (10GA.) AT 1/2- 2/3 THE TREE HEIGH POSTS AND WIRES SO THAT MATCH TOP OF ROOT FLARE NOT RUB AGAINST BR TO EXISTING GRADE SHREDDED CEDAR MULCH W/OUT FABRIC GRAYLING DRIVE (4" DEPTH X 6' DIAMETER) REMOVE SOIL TO THE ROOT 1'-0" LONG X 4" DIA. ADG COR SOLID GREEN "T" POSTS TO EXTEND NO FLEXIBLE PIPE (WEED WHACKE the flowline elevation of the adjacent roadway shall FLARE MORE THAN 6" ABOVE GRADE. 3 PER TREE SPLIT ONE SIDE END-TO-END A TOP OF GRADE AROUND BASE OF TR BACKFILL WITH PLANTING MIX PLANTING PIT TO BE 2.5X WHICH CONSISTS OF: 2-3' WIDE BOULDERS FOR RETAININ W SCRUB JAY TRAIL THE WIDTH OF ROOTBALL Status: Color: constitute a sight obstruction, and shall be Layer: removed or lowered. The objects may include but Space: are not limited to berms, buildings, parked vehicles on private property, cut slopes, hedges, trees, bushes, utility cabinets or tall crops. Trees may be permitted at the discretion of the ECM Administrator if pruned to at least 8 feet above the flowline elevation of the adjacent roadway. ECM is on Municode