Loading...
HomeMy WebLinkAbout1.15 Engineering Utility ReportLake Springs Ranch Subdivision Preliminary Plan/PUD Amendment December 2025 Exhibit 15 | Engineering Utility Report LAKE SPRINGS RANCH, PUD UTILITY REPORT PREPARED FOR: Berkeley Family Limited Partnership 4001 County Road 114 Glenwood Springs, CO 81601 Prepared By: HIGH COUNTRY ENGINEERING, INC. 1517 Blake Avenue, Ste 101 Glenwood Springs, CO 81601 (970) 945-8676 November 24, 2025 Exhibit 15a 1 TABLE OF CONTENTS Introduction ..................................................................................................................................... 3 Location ................................................................................................................................ 3 Existing Land Use ................................................................................................................. 3 SANITARY SEWER SYSTEM ..................................................................................................... 4 Sanitary Sewer Connectivity................................................................................................. 4 Local Sanitary Sewer System ............................................................................................... 5 Wastewater Loading Rates ................................................................................................... 5 WATER DISTRIBUTION SYSTEM............................................................................................. 7 Regional Water Distribution Plan and Connectivity ............................................................ 7 Proposed Development Design ............................................................................................. 8 SHALLOW UTILITIES ................................................................................................................. 9 CONCLUSION ............................................................................................................................. 10 REFERENCES ............................................................................................................................. 11 Exhibits A. Holy Cross Energy Will Serve Letter B. Black Hills Energy Will Serve Letter C. CenturyLink-Lumen Technologies Will Serve Letter D. Spring Valley Sanitation District Will Serve Letter 2 Vicinity Map I I -;s I I I I , tr Sp1in9 ' LJ ' -,\7_:r 1 ~. -- ( I n J• I -: ,r l *r I I .. ,' ~-j/\ f'<c _J • ., ' I t~~&::-1 ' :, \ ic1--v ,:•· W I r, \1 . ' .... I ✓}-\ ,,,/ (M ( l SFt=::r.f ,l '.'A!.,.!°'' ' --~ 3 ,,..... C7 3 INTRODUCTION This report was prepared for an application to amend the subdivision Preliminary Plan and Planned Unit Development (P.U.D.) zoning to reflect the removal of the land west of County Road 114 from the P.U.D. The land west of County Road 114 in the previous application has been conserved and sterilized for agricultural uses and open space. The current amendment application is for 94 residential units in total. This reflects a reduction if 42 residential units from the approved Preliminary Plan that was last amended in 2016. Location The 203.7-acre Lake Springs P.U.D. is a proposed residential development located in within Sections 33 and 34 of Township 6 South, Range 88 West of the 6th Principal Meridian and Section 4 of Township 6 South, Range 88 West of the 6th Principal Meridian in Garfield County, Colorado. County Road 114 runs north to south through the west boundary of the existing property. County Road 114 intersects County Road 115 about 250 feet north of the property. The project is bounded by two separate parcels owned by the Colorado Mountain College to the south and east. Rivendell Distribution is located to the west of property. There are also some other private properties located to the west, north, and east of the property. The service area considered for sanitary sewer and water analysis in this report consists of the proposed Lake Springs P.U.D. and potential offsite flows. The proposed site will contain 84 single- family lots and 10 multi-family housing lots, resulting in 94 homes. Existing Land Use The project site is currently mostly undeveloped land and is covered with grasses, and woody stemmed plants. The land currently has a few small structures that will be removed with the proposed development and a few historic structures that will remain within open space parcels. The property includes the existing County Road 114 corridor contained within a 60’ easement and an existing pond along the east side of the County Road. A series of narrow ranch roads cross the property which will be removed from the proposed development. 4 SANITARY SEWER SYSTEM Sanitary Sewer System Connectivity There is an existing 15-inch sanitary sewer main located adjacent to the western property boundary of the proposed site in a 30-foot easement. The sanitary sewer runs from the north to the south, ultimately discharging to the Spring Valley Sanitation District sewage treatment plant that is operating at a small fraction is the plant’s capacity of 500,000 gallons per day. The Spring Valley Ranch sanitary sewer main was constructed based on the full build-out of the Lake Springs P.U.D. (originally planned for 210 units [194 single family and 16 multi-family]) as well as the entire Spring Valley Ranch (which was to include 500+ lots). See Exhibit D for the will serve letter provided by Spring Valley Sanitation District. The proposed development will connect to the existing 15-inch sanitary sewer segment that runs along County Road 114 in two locations. The existing projected volume of sewage flow entering the existing 15-inch segment of mainline during average daily flow is projected to be 0.065 cfs and the peak hour flow is projected to reach 0.163 cfs based on 300 gallons per day per dwelling unit assuming a typical home with 4 residents for all of the proposed units. A peak flow factor of 2.5 multiplied by the average daily flow was used to determine the peak discharge into the sanitary sewer main at the connection to Lake Springs P.U.D. A 16-hour day was assumed for the calculations of the average day and peak hour flow. Therefore, the plant will remain well below capacity with the proposed Lake Springs P.U.D. addition. According to the wastewater treatment plant operator, the existing 15-inch sanitary sewer main is also currently running at a very small portion of its capacity at the lowest tie-in location near the CMC campus. There are currently no measured flow rates on the existing pipe. The estimated allowable capacity of the 15-inch sanitary sewer main is 2.89 cfs flowing at 80% capacity at a grade of 0.21-percent. The main was sized to function as the sole collection pipe to service future growth within the Spring Valley Ranch area down to the plant. The 0.163 cfs peak flow from Lake Springs P.U.D. would make up only about 5.6% of the existing pipe design capacity. Therefore, the potential offsite flows and the flows generated by the proposed development can be 5 conveyed by the existing and the proposed system of gravity sewer piping to the existing wastewater treatment plant. A new inline manhole will be required for one of the 2 connections to the 15” existing pipe and one existing manhole will need to be reworked to add a new 12” pipe connection. Local Sanitary Sewer System All of the proposed development in Lake Springs P.U.D. lies uphill of the existing mainline or its proposed extensions and no internal lift stations are required. The proposed sanitary sewer system for the Lake Springs P.U.D. residential development will service 84 single family units and 10 multi- family units. Preliminary layouts of the local streets, grading, and utility alignments were used to determine the sanitary basin boundaries. Laterals and interceptors of 8-inch and 12-inch diameter sewer line form a network of sanitary sewer piping that will eventually carry flows to the existing 15-inch diameter mainline in three different locations. A table of the proposed sanitary sewer lengths required to service the proposed development can be seen in Table 1 below. Table 1, Sanitary Sewer Improvements Required to Service Lake Springs P.U.D. Improvement Description Length of Line Size of Line Gravity Sewer 12,722 feet 8-inch and 12- inch Wastewater Loading Rates The sanitary sewer pipe sizing is based on the Spring Valley Sanitation District design guidelines. The average sanitary sewer flow rate for single-family residential developments is 300 gallons per dwelling unit per day. The 10 multi-family units were also assumed to have an average sanitary sewer flow rate of 300 gallons per dwelling unit per day. Peak factors associated with sanitary sewer loading rates were assumed to be 2.5. All sanitary sewer pipes were sized for a Peak Hourly Flow, which is the Average Day Flow, not including infiltration, multiplied by the Peaking Factor. The total Average Daily Flows, including a Peak Hourly (Design) Flow for the sanitary sewer system are summarized in Table 2 below. 6 Table 2, Lake Springs P.U.D. Sanitary Sewer Loading Rates Land Use Maximum Dwelling Units (DU) Loading Rate Gpd/DU Total Ave. Daily Flow Gpm Peaking Factor PF Peak Hour Flow Gpm Single Family Attached BASIN A 7 300 2.19 2.5 5.47 Single Family and Multi Family Attached BASIN B 87 300 27.19 2.5 67.97 TOTAL 136 29.38 2.5 73.44 Table 3 details the predicted sewer demand for each of the proposed 2 sanitary basins connecting to the 15-inch existing pipe and tabulates the flow totals for both the average daily and peak hour flows. The capacities in the 8-inch and 12-inch diameter pipes were determined throughout the proposed site and at the tie-in locations to the existing 15-inch sanitary sewer mainline. The estimated average daily flow from the proposed site that is being routed to the existing 15-inch diameter sanitary sewer mainline is 0.065 cfs and the peak hour flow from the proposed site that is being routed to the existing main from the site is 0.164 cfs. The combined flow from the existing parcels and the proposed site at the farthest downstream tie-in location along the existing 15-inch sanitary sewer main will be well below the pipe’s capacity during average day and peak hour demands of 2.89 cfs flowing at 80% capacity at a grade of 0.21-percent. This average daily flows and peak hour flows from the proposed preliminary plan is a 30.1% reduction in the flows from approved preliminary plan. The proposed sewer pipe network capacities are reflected in Table 3. 7 Table 3, Lake Springs P.U.D. Sanitary Sewer Demand by Basin Lake Springs P.U.D. Basins Max.# Units Peak. Hour (gpm) *** Pipe Size % Full Sub Basin A1 35 27.35 8” dia. 11.1% Sub Basin A2 52 40.63 8” dia. 14.0% Combined Basin A 87 67.98 12” dia. 8.6% Basin B 7 5.47 8” dia. 3.5% Total All Basins 94 73.44 ** Capacity calculations based on minimum pipe slope assumed 0.5% WATER DISTRIBUTION SYSTEM Regional Water Distribution Plan and Connectivity The proposed development, Lake Springs Ranch P.U.D., will not connect to any existing regional water districts or facilities. There are no plans for any future expansion of the proposed water system for offsite properties. The Lake Springs Ranch P.U.D. development will be served by Carbondale Fire Protection District and its closest fire station near the intersection of State Highway 82 and County Road 154. There are no fire hydrants in the area that are close enough to the property for use to fight a house fire on the property. The proposed fire hydrant placement is designed to provide all the necessary coverage for the 94 residential units. 8 Proposed Development A new community water system is to be installed to provide fire protection, irrigation, and domestic use for the 94 units proposed in the development. The proposed system will be supplied from two onsite wells that have been tested for a recoverable flowrate of 115 gpm and 100 gpm. The well pumps will be up a pair of separate 4” water lines up to a water treatment building just south of the wells for water quality treatment. A single 4-inch water storage tank supply line will transfer water from the water treatment building up the proposed road network about 1,500 feet with an elevation climb of 118 feet before injection into the 350,000 gallon storage tank. This tank size is a reduction of 50,000 gallons from the previous approved preliminary plan due to the reduction in demand from the removal of 42 residential units. The water will receive the necessary chorine contact time in this 4” pipe up to the tank. The proposed storage tank is located on Tank Road which is a gravel service road serving off of High Alpine Drive. The tank will provide water to all of the 94 residential units through a series of 12 inch and 8 inch water lines. There will be 2 pressure zones in the system due to the high elevation change on the property. A pressure reducing valve will be located on Lake Springs drive above the 18 lots in Block 1 of the development. The Average Daily Demand for residential use was developed by using the proposed layout and the typical water demand rates of 350 gallons per day per dwelling unit (gpd/DU) for single family and multi-family lots. The water demands were based on a 16-hour day. Additionally, an irrigation demand of 58.5 gpm, which is based on 2,500 square feet of irrigated landscaping per lot during the month of June was also added to this number. Should the water storage tank be emptied due to a line break, the recovery time to refill the tank will be approximately 39 hours. This is based on a pumping rate of 150 gpm in the proposed 4-inch supply line. A 93 gpm pumping rate from the water treatment building is necessary to maintain a full water tank storage during the irrigation season. The final water report and community water system application for the State of Colorado will provide all of the WaterCAD analysis. 9 The proposed system within the Lake Springs Ranch P.U.D. residential development will be designed with one 12-inch C-900 diameter trunk line which reduces to 8” C-900 mains according to the needs of the system as listed in the WaterCAD analysis. Condition #13 of the 2016 Preliminary Plan Amendment resolution (Resolution No. 2016-35) asked that the water system be looped. There are portions of the higher elevations of water system that are now looped in order to get the required fire flow according to the estimated house size and fire rating for the single-family houses. However, there is no great benefit to the system pressures to loop the lower portion of the system since there is already a pressure reducing valve on the 8” water main just above where a potential lower loop could occur between the pipes in Van Cleve Lane and Lake Springs Drive. A looped connection line at this location would have also required a second pressure reducing valve vault on the Van Cleve Lane pipe and there would be only a minor benefit to the pressures of the homes below a tee. Therefore, the applicant is asking that this condition be eliminated due to the changes to the water system design layout. Each single-family unit shall have a single 2-inch diameter water service stub for irrigation and domestic use. The townhomes can be served with an ¾” water service. All fire hydrants, valves and other appurtenances shall be constructed in accordance to the Garfield County Unified Land Use Resolution of 2024 and international fire code. SHALLOW UTILITIES The Lake Springs Ranch P.U.D. will connect to existing telephone, gas, and electric lines. Holy Cross Energy will serve the site with electricity. A will serve letter is included as Exhibit A. The proposed development will tie into existing electric overhead power lines that run east to west near the southern boundary line. A portion of these overhead lines will be replaced with underground lines within most of the property boundary in order to not negatively impact the proposed lot layout. A second overhead electric line extends north on the neighboring Rivendell Distribution property on the west side of County Road 114. This second overhead line will also be replaced with a new underground electric alignment where it crosses the subject property and County Road 114. This line will go back to overhead electric at an existing power pole near the 10 current entrance to the Rivendell Distribution property before continuing north across the Rivendell Distribution property as per existing. Black Hill Energy will provide the proposed development with gas service. See Exhibit B for the will serve letter. The nearest Black Hills Energy facility is a regulator station on the Colorado Mountain College property to the southwest of the nearest proposed lots for Lake Springs Ranch P.U.D. A 4-inch diameter gas line is required to be extended along an existing Black Hills Energy gas easement on the Colorado Mountain College property and then up the east side of the right-of- way of County Road 114, a total of about 5,050 feet. Any future extensions to the north beyond the development would need to extend up County Road 114 off the 4-inch loop. Black Hills Energy will require a 4-inch loop up County Road 114 within the subject property and around Lake Springs Drive. All of the other dead-end lines would only need to be 2-inch in diameter. CenturyLink-Lumen Technologies will be the provider of fiber optic phone and data service. See Exhibit C for the will serve letter. The nearest location of the existing phone network is at the turn in County Road 114 north from the main part of campus and the Pinyon Pines Apartments. The fiber optic line would also be installed on the east side of County Road 114 off the paved surface in the right-of-way for a length of about 3,600 feet to the first lots of the proposed development. CONCLUSION This utility report was prepared in compliance with the Garfield County standards and specifications. It presents the proposed sanitary sewer and water distribution system layout with consideration of the Spring Valley Sanitation District system capacity and the flowrates of the well pump tests performed in 2023 by Zancanella and Associates. The proposed sanitary sewer system will provide adequate capacity to serve the proposed residential development. The proposed water distribution system will meet peak hour demands and maximum day demands plus fire flow while maintaining adequate flow and pressure. The existing segments of sanitary mainline, to which the Lake Springs Ranch P.U.D. development will connect, has been demonstrated to be adequate. The cost of extending service to the subject property is the responsibility of the applicant for each of the utilities. 11 REFERENCES International Fire Code: International Code Council, 2021. International Building Code: International Code Council (ICC), 2018. WaterCAD v8.0: WaterCAD for AutoCAD, Haested Methods Solution Center, Waterbury, CT, 2025. Exhibits October l 3th, 202 5 Berkely Family Limited Partnership l 302 Waugh Drive #684 Houston, TX 77019 RE: GLENWOOD -LAKE SPRINGS RANCH PUD To whom it may concern, !EXHIBIT A I 3799 HIGHWAY 82 • P.O. BOX 2150 GLENWOOD SPRINGS, COLORADO 81 602 (970) 945-5491 • FAX (970) 945-4081 The above mentioned development is within the certified service area of Holy Cross Energy. Holy Cross Energy has adequate power supply to provide electric power to the development, subject to tariffs, rules and regulations on file. Any power line enlargements, relocations, and new extensions necessary to deliver adequate power to and within the development will be undertaken by Holy Cross Energy upon completion of appropriate contractual agreements and subject to necessary governmental approvals. Please advise when you wish to proceed with the development of the electric system for this project. Sincerely, HOLY CROSS ENERGY Matthew Snyder Engineer l msnyder@holycross.com (970) 947-5514 Map Area 65-04 W/O#25 -25825 A Touchstone Energy® Cooperative ~"t)r( !EXHIBIT Bl ===~:;:::::==== --- rn BlackHH&Energy _______________ _ Mark Fadick Utility Construction Planner mark. fadick@blackhillscorp.com September 23, 2025 Re: Lake Springs Ranch PUD, Garfield County, CO To: Dan Dennison 96 County Road 160 Glenwood Springs, CO 81601 P: 970.914.8326 Black Hills Energy has existing natural gas facilities located on or near the above- mentioned project. At this time, it appears that these existing facilities have adequate capacity to provide natural gas service to your project, subject to the tariffs, rules and regulations on file. Any upgrading of our facilities necessary to deliver adequate service to and within the development will be undertaken by Black Hills Energy upon completion of appropriate contractual agreements and subject to necessary governmental approvals. Please contact us with any questions regarding this project, and with a timeline of when you would like to proceed with your project. Sincerely, Mark Fadick Utility Construction Planner Black Hills Energy Improving life wi.th energy www.blackhlllsenergy.com 10/2/2025 ATTN : Da n Denn ison High Country Eng ineer ing , Inc . 1517 Blake A venue Glen w ood Springs, CO 81601 RE: Lake Springs Ranch To whom it may concern: Your request for facilities to Lake Springs Ranch is within Centurylink/Lumen's serving area and will be provided in accordance with all the rates and tariffs set forth by the Colorado Public Utilities Commission. Connections to Centurylink/Lumen facilities are contingent upon the customer meeting all the requirements of the Utilities tariffs that are in effect for each requested utility service at the time the application for service is made by the customer and formally accepted by Centurylink/Lumen. Connection requirements may include provisions for necessary line extensions and/or other system improvements, and payment of all applicable system development charges, recovery agreement charges and other fees or charges applicable to the requested service. Although Centurylink/Lumen diligently seeks to expand its facilities as necessary to meet anticipated growth, Centurylink/Lumen services are provided to eligible customers at the time of connection to the facilities on a "first come, first served" basis after acceptance of the customer's application as described above. In certain instances, our facilities and capacities may be limited. Accordingly, no specific allocations or amounts of Centurylink/Lumen facilities or supplies are reserved for service to the subject property, and no commitments are made as to the availability of Centurylink/Lumen service at future times. Sincerely , Jason Sharpe Senior Field Engineer 970 -328 -8290 !EXHIBIT Cl Spring Valley Sanitation District PO Box 1461 Mr. Dan Dennison High Country Engineering (970) 945-7255 Rifle, CO 81650 970.618.5147 office svsd1461@gmail.com www.svsanitation.org 21 November 2025 Re: Lake Springs Ranch PUD Glenwood Springs, Garfield County, Colorado Dear Dan: Via email ddennison@hceng.com You requested confirmation that the Spring Valley Sanitation District (the "District") will serve the development of the above property (the "Property") 94 EQRs (10 multi-family units and 84 single family dwellings). The District has the capacity in its wastewater treatment plant and can and will serve the Property with wastewater treatment service so long it is within the District subject to the following conditions: 1. The approval by the District of a Line Extension Agreement regarding the construction, inspection and acceptance of the new sewer main; 2. The payment of all applicable tap fees; and 3. Compliance with the District's Rules and Regulations, including but not limited to reimbursing the District for all costs incurred by the District regarding the project, including, but not limited to legal and engineering review. If you have any questions, please don't hesitate to contact me. Regards, Kelly Mullane, District Administrator cc: Jim Neu, Attorney jsn@mountainlawfirm .com Alan Leslie, Plant Superintendent alan@environmentalprocesscontrol.com !EXHIBIT DI OWNER: BERKELEY FAMILY LIMITED PARTNERSHIP LAKE SPRINGS RANCH P.U.D. GARFIELD COUNTY, COLORADO ENGINEER: tele: (970) 945-5432 3961 COUNTY ROAD 114 GLENWOOD SPRINGS, CO 81601 CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 101 GLENWOOD SPRINGS, CO 81601 PH: (970) 945-8676 FX: (970) 945-2555 HIGH COUNTRY ENGINEERING, INC. MEMBER UTILITIES. FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE Lakewood, Co 80215 CALL 2-BUSINESS DAYS IN ADVANCE 12600 W. Colfax Ave., Suite B-310 Administrative Office 303-232-1991 UNCC CALL BEFORE YOU DIG 1-800-922-1987 Center of Colorado Utility Notification Exhibit 15b PRELIMINARY PLAN CONSTRUCTION DOCUMENTS FOR THE SHEET INDEX SHEET* TITLE CS-1 CS-2 ---COVER SHEET ---MISCELLANEOUS NOTES GRADING. DRAINAGE AND EROSION CONTROL GR-0--OVERALL GRADING, DRAINAGE and EROSION CONTROL PLAN GR-1---GRADING, DRAINAGE AND EROSION CONTROL PLAN GR-2--GRADING, DRAINAGE AND EROSION CONTROL PLAN GR-3--GRADING, DRAINAGE AND EROSION CONTROL PLAN GR-4--GRADING, DRAINAGE AND EROSION CONTROL PLAN GR-5--GRADING, DRAINAGE AND EROSION CONTROL PLAN STREET IMPROVEMENTS PP-00--ROAD PLAN AND PROFILE OVERALL PP-01--COUNTY ROAD 114 STA. 1+00 -12+00 PP-02--COUNTY ROAD 114 STA. 12+00 -26+50 PP-03--COUNTY ROAD 114 STA. 26+50 -END PP-04--LAKE SPRINGS DRIVE STA. 1+00 -16=00 PP-05--LAKE SPRINGS DRIVE STA 16+00 -29+00 PP-06--LAKE SPRINGS DRIVE STA. 29+00 -38+00 PP-07--LAKE SPRINGS DRIVE STA. 38+00 -END PP-08--LAKE SPRINGS DRIVE (NORTH) STA. 1+00 -9+00 PP-09--LAKE SPRINGS DRIVE (NORTH) STA. 9+00 -END PP-10 --HIGH ALPINE DRIVE STA. 1+00 -14+00 PP-11 --HIGH ALPINE DRIVE STA. 14+00 -END PP-12 --LAKESIDE LANE STA.1+00 -END PP-13 --HANGING VALLEY ROAD STA.1+00 -END PP-14 --VAN CLEVE LANE STA. 1+00 -END PP-15 --HIGH ALPINE WAY AND WATER TANK ACCESS RD STA 1+00 -END PP-16 --OVERLOOK LANE STA. o+oo -4+00 PP-17 OVERLOOK LANE STA. 4+00 -END -,28....-' + I ' I Spring ' v~r., l ) ·' " ~ R•<h " ~ -33-32 \L -- ~34 ----l L ak e Sp r l n CMC 4 SFR f/1.'6 \/A L L E Y VICINITY MAP SCALE: 1" = 2000' AGENCY CONTACT UST OWNER BERKELEY FAMILY LIMITED PARTNERSHIP 4D01 COUNTY ROAD 114 GLENWOOD SPRINGS, CO 81601 ATTN: MIKE BERKELEY LAND PLANNER TG MALLOY CONSUL TING, LLC. 402 PARK DRIVE GLENWOOD SPRINGS, CO 81601 ATTN: TIM MALLOY (970) 618-6097 CIVIL ENGINEER AND SURVEYOR HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE 101 GLENWOOD SPRINGS, CO 81601 ATTN: ROGER D. NEAL, P.E. (970) 945-8676 GOVERNING AUTHORITY GARFIELD COUNTY BUILDING AND PLANNING DEPT GLENWOOD SPRINGS, CO 81601 (970) 945-8212 WA TIER AUTHORITY LAKE SPRINGS HOME OWNERS ASSOCIATION SEWER AUTHORITY SPRING VALLEY SANITATION DISTRICT ATTN: KELLY MULLANE (970) 618-5147 CARBONDALE RURAL FIRE PROllECTION DISTRICT 300 MEADOWOOD DRIVE CARBONDALE, CO 81623 (970) 963-2491 ELECTRIC UTILITY HOLY CROSS ELECTRIC 3799 HWY 82 GLENWOOD SPRINGS, CO 81602 ATTN: MATT SNYDER (970) 945-5491 NATURAL GAS UTILITY BLACK HILLS ENERGY 96 COUNTY ROAD 160 GLENWOOD SPRINGS, CO 81601 ATTN: MARK FADICK (970) 914-8326 TELEPHONE PROVIDER CENTURYLINK-LUMEN 921 GRAND AVENUE GLENWOOD SPRINGS, CO 81601 ATTN: JASON SHARPE (970) 328-8290 SHEET INDEX SHEET* TITLE UTILITIES MU-0--MASTER UTILITY PLAN OVERALL MU-1 MASTER UTILITY PLAN MU-2 MASTER UTILITY PLAN MU-3 MASTER UTILITY PLAN MU-4 MASTER UTILITY PLAN MU-5 MASTER UTILITY PLAN MU-6 MASTER UTILITY PLAN MU-7 MASTER UTILITY PLAN MU-8 MASTER UTILITY PLAN MU-9 MASTER UTILITY PLAN MU-10 MASTER UTILITY PLAN MU-11 MASTER UTILITY PLAN MU-12 MASTER UTILITY PLAN SANITARY SEWER PPSS-1--SANITARY SEWER LINE "A" PLAN AND PROFILE PPSS-2-SANITARY SEWER LINE "B" AND "C" PLAN AND PROFILE PPSS-3-SANITARY SEWER LINE "D" PLAN AND PROFILE CONSTRUCTION DETAILS DET-1--WATER SYSTEM DETAILS DET-2--SANITARY SEWER DETAILS DET-3 --EROSION CONTROL DETAILS DET-4--ROAD AND PATH SECTION DETAILS DET-5 --WATER STORAGE TANK DETAILS ENGINEER'S CERTIFlCA TlON PREPARED UNDER MY SUPERVISION DANIEL DENNISON DATE COLORADO NO. 39307 FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. PROJECT DATA: BENCH MARK: USGS BENCHMARK TT 14 A 1934, 3" BRASS CAP IN CONCRETE ELEVATION = 5999.26' NAVD 1929. ADJUSTED TO NAVD 1988, DATUM = 6002.36'. BASIS OF BEARING: FOR THE SURVEY IS A BEARING OF S 89"51'34" W BETWEEN THE WITNESS CORNER TO THE NORTHEAST CORNER OF SECTION 31, A STONE IN PLACE, AND THE NORTHWEST CORNER OF SAID SECTION 31, A 3" BLM ALUMINUM CAP IN PLACE. MI S C E L L A N E O U S N O T E S CS-2 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 GENERAL NOlES 1. ALL WATER CONSTRUCTION SHALL COMPLY WITH GARFIELD COUNTY SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL COMPLY WITH THE SPRING VALLEY SANITATION DISTRICT SPECIFICATIONS. ALL STREETS AND DRAINAGE CONSTRUCTION SHALL COMPLY WITH GARFIELD COUNTY SPECIFICATIONS AND CURRENT ROADWAY DESIGN AND CONSTRUCTION CRITERIA. 2. THE CONTRACTOR SHALL CONTACT ALL APPROPRIATIE UTILITY COMPANIES, GARFIELD COUNTY, SPRING VALLEY SANITATION DISTRICT AND HIGH COUNTRY ENGINEERING, INC. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION PRIOR TO COMMENCEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING UTILITY (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 3. ALL ITIEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATIE LOCATIONS ONLY. THE ACTUAL LOCATIONS MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY. 4. THE DISTRICT ENGINEER AND OTHER APPROVING AGENCIES ARE TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE PROPOSED WORK. 6. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER FUNCTIONING OF LINES (WATER AND SEWER) FOR UP TO TWO (2) YEARS FROM THE DATIE OF PROBATIONARY ACCEPTANCE OF THE LINES BY THE ENGINEER AND DISTRICT. ANY MALFUNCTION DURING THIS PERIOD OF GUARANTEE SHALL BE REMEDIED BY THE CONTRACTOR TO THE SATISFACTION OF THE DISTRICT ENGINEER AT NO EXPENSE TO THE DISTRICT OR OWNER. 7. NO WORK SHALL BE BACKFILLED UNTIL THE CONSTRUCTION HAS BEEN INSPECTIED AND APPROVED FOR BACKFILLING BY THE DISTRICT ENGINEER OR REPRESENTATIVE OF THE DISTRICT ENGINEER, OR OWNERS ENGINEER. SANITARY SEWER NOTES 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SPRING VALLEY SANITATION DISTRICT SPECIFICATIONS. 2. ALL SEWER MAINS SHALL BE PVC, ASTM D-3034, SDR 35 OR APPROVED EQUAL. ALL SEWER MAIN SIZE IS 8" IN DIAMETER UNLESS OTHERWISE NOTED. 3. SEWER LINES SHALL BE 10.00 FEET FROM WATER LINES EXCEPT WHEN CROSSING EACH OTHER. SEWER LINES WHICH CROSS LESS THAN 1.50 FEET VERTICALLY FROM THE WATER MAIN OR ABOVE THE WATIER MAIN SHALL BE ENCASED IN CONCRETE AS PER SPRING VALLEY SANITATION DISTRICT STANDARD AND SPECIFICATIONS. USE RUBBER GASKETS FOR PVC ENCASEMENT. 4. SEWER RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. RING AND COVER SHALL BE SET IN CENTIERED CONCRETIE RINGS WITH RAM-NECK FOR ADJUSTMENT TO MATCH FINAL PAVEMENT ELEVATIONS. 5. THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELEVATIONS OF EXISTING SEWER LINES AND MANHOLES TO BE TIED TO PRIOR TO CONSTRUCTION OR STAKING OF SANITARY SEWER. 6. NO UNDERDRAIN SYSTIEM WILL BE ALLOWED TO BE PLACED IN MAINLINE OR SEWER SERVICE TRENCHES. 7. SEWER SERVICE TIEES FOR EACH AREA SHALL BE STAKED BY A SURVEY CREW AND FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER "AS CONSTRUCTIED" LOCATION OF TEES. SEWER WYES SHALL BE USED RATHER THAN TIEES. 8. ALL MANHOLES SHALL BE 48-INCHES IN DIAMETER WITH 24-INCH RING AND COVER, ECCENTRIC CONE UNLESS OTHERWISE SPECIFIED. 9. PIPE BEDDING SHALL BE CLASS "B" AND SHALL CONFORM TO ASTM C-33 OR D-448 GRADATION NO. 6 OR NO. 67. 10. AT LEAST FIVE (5) DAYS PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING WILL BE HELD AT A SPECIFIED LOCATION AND ATTENDED BY THE CONTRACTOR AND REPRESENTATIVES OF THE OTHER APPROVING AGENCIES. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE ENGINEER TO SCHEDULE THIS MEETING. 11. ALL PIPE LENGTHS ARE APP ROXI MA TIE. 12. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS WHICH HAVE BEEN APPROVED BY THE SPRING VALLEY SANITATION DISTRICT AND THE DISTRICT ENGINEER. 13. ALL MANHOLES SHALL HAVE SHAPED INVERTS. 14. ALL SEWER LINES SHALL BE TESTIED IN ACCORDANCE WITH THE SPRING VALLEY SANITATION DISTRICT STANDARDS AND SPECIFICATIONS PRIOR TO ACCEPTANCE OR ANY CONNECTION TO AN EXISTING SEWER LINE. 15. PRIOR TO STARTING WORK WHERE SEWER MAIN IS TO BE INSTALLED INTO EXISTING DISTRICT SEWER SYSTIEMS, THE NEAREST MANHOLE TO THE POINT OF TIE-IN SHALL BE PLUGGED WITH A PLUMBER'S PLUG ON THE INLET SIDE BY THE CONTRACTOR. THIS PLUG SHALL REMAIN IN PLACE UNTIL FINAL ACCEPTANCE BY THE DISTRICT. ITS PURPOSE SHALL BE TO PREVENT ANY MUD, WATER OR OTHER MATERIALS FROM ENTERING THE LINE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUMPING AND CLEANING THESE MANHOLES AND REMOVING THE PLUG WHEN SO INSTRUCTIED BY THE DISTRICT. 16. PRIOR TO PROBATIONARY ACCEPTANCE WALK-THROUGH AND TIELEVISIONING MAIN LINES, THE CLIENT SHALL JET CLEAN THE ENTIRE SANITARY SEWER SYSTIEM AND PUMP OUT AT THE PLUGGED MANHOLE. WATER MAIN NOTIES 1. ALL MATIERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH AWWA STANDARDS AND SPECIFICATIONS, LATEST REVISIONS. ALL WORK SHALL BE INSPECTIED AND APPROVED BY PERSONNEL OF GARFIELD COUNTY AND HIGH COUNTRY ENGINEERING, INC. 2. ALL WATER MAINS SHALL BE CLASS 50 DUCTILE IRON PIPE (AWWA C-151-81) OR C900 PVC 6" THROUGH 12". ALL JOINTS AND FITTINGS SHALL BE IN ACCORDANCE WITH AWWA STANDARDS AND SPECIFICATIONS. ANY VARIATION OF THIS STANDARD SHALL BE NOTIED ON THE PLANS AND ALL D.I. PIPE FITTINGS SHALL BE POLYETHYLENE WRAPPED. 3. ALL FITTINGS SHALL BE WRAPPED WITH 8-MIL MINIMUM THICKNESS POLYETHYLENE MATERIAL PER AWWA STANDARD C-105. 4. THERE SHALL BE A MINIMUM COVER OF 6.0 FEET OVER ALL WATIER MAINS. 5. FIRE HYDRANTS SHALL CONFORM TO AWWA C-502 "DRY BARREL FIRE HYDRANTS" PIPE HYDRANT ASSEMBLIES SHALL INCLUDE ALL PIPE, FITTINGS, VALVES, MATIERIALS, AND LABOR WHICH ARE NECESSARY TO INSTALL THE HYDRANT COMPLETE IN PLACE, ACCEPTABLE MODELS ARE MUELLER CENTURION MODEL 423 OR WATEROUS COMPANY, PACER WB-67 MODEL WITH BRONZE BUSED SHOW AND BRONZE SHAFT COUPLING THE 4.5" NOZZLE TO HA VE N.S. T. THREADS. 6. ALL BENDS, TEES, FIRE HYDRANTS, BLOW-OFFS AND PLUGS AT DEAD END MAINS SHALL BE PROTECTIED FROM THRUST BY USING CONCRETE THRUST BLOCKS, AND MECHANICAL RESTRAINTS AS APPROVED BY THE ENGINEER. 7. PRECAUTIONS SHALL BE TAKEN TO PROTECT THE INTERIOR OF PIPES, FITTINGS, AND VALVES AGAINST CONTAMINATION. ALL OPENINGS IN THE PIPELINE SHALL BE CLOSED WITH WATERTIGHT PLUGS WHEN PIPE LAYING IS STOPPED AT THE CLOSE OF THE DAYS WORK OR FOR OTHER REASONS, SUCH AS REST BREAKS OR MEAL PERIODS. THE MORE CLOSELY THE RATIE OF DELIVERY IS CORRELATIED TO THE RATE OF PIPE LAYING, THE LOWER THE RISK OF CONTAMINATION. 8. CHLORINATION AND FLUSHING: ALL WATIER MAINS SHALL BE INSTALLED AND CHLORINATED PER AWWA STANDARDS AND SPECIFICATIONS. THE LINES SHALL BE CHLORINATIED IN ACCORDANCE WITH ANSI/AWWA C-651-92., "DISINFECTING WATIER MAINS." CHLORINE TABLETS SHOULD BE ADHERED TO THE TOP OF THE PIPE SECTION WITH PERMATEX N0.1 (RED). THE CHLORINATION OF ANY FINISHED PIPELINE SHALL BE DONE PRIOR TO THE HYDROSTATIC TIESTING. 9. HYDROSTATIC TIESTING: ALL WATER MAINS SHALL BE TIESTIED PER THE REQUIREMENTS OF AWWA STANDARDS AND SPECIFICATIONS. ALL PIPE SHALL BE FIELD PRESSURE TESTED TO A MINIMUM OF 150 PSI. ALL TIESTING SHALL BE DONE IN THE PRESENCE OF A HIGH COUNTRY ENGINEERING FIELD INSPECTOR. LEAKAGE FOR EACH SECTION OF PIPE BETWEEN LINES VALVES SHALL NOT EXCEED THE LIMITS SET FOURTH IN THE AWWA STANDARDS AND SPECIFICATIONS. 10. VALVES IN STREETS ARE TO BE LOCATIED AT PROPERTY LINE EXTIENSIONS EXCEPT FOR TAPPING TIEES WHERE AN ADDITIONAL VALVES SHALL BE PLACED ON THE TAPPING TIEE. OTHER VALVE LOCATIONS, SUCH AS WHERE CROSS PANS EXIST, ARE SHOWN ON THE PLANS. 11. WHEN NECESSARY TO LOWER OR RAISE WATIER LINES AT STORM DRAINS AND OTHER UTILITY CROSSING, A MINIMUM CLEARANCE OF 1.50 FEET SHALL BE MAINTAINED BETWEEN OUTSIDE OF PIPES. BLUEBOARD INSULATION SHALL BE PLACED AROUND THE WATIERLINE, WHEREVER STORMDRAINS COMPROMISE 6 FEET OF COYIER. 1 INCH OF INSULATION IN EQUIVALENT TO 1 FOOT OF COVER. 12. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS WHICH HAVE BEEN APPROVED BY GARFIELD COUNTY AND THE PROJECT ENGINEER. 13. THE CONTRACTOR SHALL NOTIFY GARFIELD COUNTY AND THE PROJECT ENGINEER AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTIER INITIAL START-UP, THE CONTRACTOR MUST NOTIFY THE PROJECT ENGINEER 48 HOURS PRIOR TO RE-START. 14. PIPE BEDDING SHALL BE CLASS 6 ROAD BASE. 15. THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO PROCEEDING WITH THE EXCAVATION. ALL WORK PERFORMED IN THE AREA OF THE PUBLIC UTILITIES SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. 16. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE SOILS REPORTS AND COMPACTION TEST RESULTS SUBMITTED TO GARFIELD COUNTY PRIOR TO PROBATIONARY ACCEPTANCE. 17. VALVE BOXES: TYLER SCREW-TYPE 6 INCHES CAST IRON VALVE BOX ASSEMBLY SERIES 6860 WITH NO. 1560 OVAL BASE. CLAY AND BAILEY SCREW-TYPE 6 INCH CAST IRON VALVE BOX ASSEMBLY NO. P-108 WITH NO. 106 LARGE OVAL BASE. 18. ALL PIPE LENGTHS ARE APPROXIMATE. 19. AT LEAST FIVE (5) DAYS PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING WILL BE HELD AT THE OFFICE OF THE PROJECT ENGINEER AND ATTENDED BY THE CONTRACTOR AND REPRESENTATIVE OF OTHER APPROVING AGENCIES. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE PROJECT ENGINEER. 20. CURVILINEAR PIPE BASED ON A MINIMUM 3" DEFLECTION AT JOINTS, (MIN 300' RADIUS), CONTRACTOR TO VERIFY ALLOWABLE MANUFACTURER RECOMMENDED DEFLECTION PRIOR TO INSTALLATION. GENERAL GRADING NOlES 1. ALL STRUCTURES, CONCRETE, TREES, BRUSH AND RUBBISH SHALL BE REMOVED AND ACCEPTABLY DISPOSED OF. 2. ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS. 3. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. ALL SLOPES STIEEPER THAN 2: 1 SHALL BE TREA TIED WITH SEED AND MULCH BY HYDROSEED PER GARFIELD COUNTY SPECIFICATIONS. 5. EROSION CONTROL BALES OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF ALL SLOPES 4:1 OR STEEPER TO PREVENT SILTATION ON STREETS. REFER TO STORMWATER MANAGEMENT PLAN FOR DETAIL AND LOCATION OF EROSION CONTROL MEASURES. 6. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO GRADING, DUST AND EROSION. 7. NATURAL VEGETATION SHALL BE RETAINED AND PROTIECTIED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITIED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTIEST PRACTICAL PERIOD OF TIME. 8. ALL DISTURBED AREAS SHALL RE-SEEDED, MULCHED OR SODDED AS PER GARFIELD COUNTY CRITERIA. 9. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FORM EROSIVE ELEMENTS, INCLUDING EROSION CONTROL AROUND THE PERIMETIER OF SAID STOCKPILES. 10. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND-CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATIE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTIE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTIES. 11. ALL EXISTING UTILITY LINE LOCATION MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 12. ALL TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE LATEST VERSION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE CONTRACTOR IS DIRECTED TO PAY PARTICULAR ATTENTION TO THE SECTION OF CONSTRUCTION ZONE TRAFFIC. 13. ALL EXISTING OIL AND GAS WELLS SHALL BE PERMAN EN TL Y CAPPED PRIOR TO THE CONSTRUCTION OF ANY HABITABLE STRUCTURE WITHIN THE STATIE REQUIRED LIMITS. 14. ALL ORGANIC MATTIER SHALL BE REMOVED FROM FILL AREAS. 15. ALL FILL AREAS SHALL BE COMPACTIED IN ACCORDANCE WITH THE GEOTIECHNICAL ENGINEER'S RECOMMENDATIONS. 16. CERTIFIED WEED FREE EROSION CONTROL BALES (PER GARFIELD COUNTY) OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTIFALL POINTS OF ALL SLOPES 3: 1 OR STIEEPER TO PREVENT SILTATION ON STREETS. REFER TO STORMWATER MANAGEMENT PLAN FOR DETAIL AND LOCATION OF EROSION CONTROL MEASURES. 17. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO GRADING, DUST AND EROSION. 18. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE REVEGETATIED ACCORDING TO THE FOLLOWING CRITERIA: A. DURING CONSTRUCTION, EROSION WHICH MAY POSE A THREAT TO SURROUNDING PROPERTIES OR WATIERWAYS WILL BE CONTAINED THROUGH THE USE OF TIEMPORARY EROSION CONTROL MEASURES AS DEEMED NECESSARY. B. REVEGETATION OF DISTURBED AREAS SHALL COMMENCE IN THE FALL, PRIOR TO THE FIRST MAJOR SNOWFALL, OR EARLY SPRING IF SITIE CONDITIONS ALLOW. C. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATIE CONSTRUCTION OPERATIONS AND FOR THE SHORTIEST PRACTICAL PERIOD OF TIME. D. ALL DISTURBED AREAS SHALL BE SEEDED, MULCHED OR SODDED. RIVENDELL'S LOW GROW RECLAMATION MIX: RATE OF t---1 LB. PER 1,000 SF; 30% CRESTIED WHEATGRASS (EPHRIAM), 25% SHEEP FESCUE, 20% PERENNIAL RYEGRASS, 15% CHEWINGS FESCUE, 10% CANADA BLUEGRASS. E. ALL TOPSOIL SHALL BE SALVAGED FROM DISTURBED AREAS, STOCKPILED AND RE-SPREAD PRIOR TO REVEGETATION. TOPSOIL SHOULD NOT BE RE-SPREAD ON AREAS OF THE SITIE PROPOSED FOR FUTURE BUILDING. THE FINISHED SOIL SURFACE SHALL BE LEFT IN AN IRREGULAR, SCARIFIED CONDITION THAT MAXIMIZES MOISTURE RETENTION ON THE SLOPE. F. SEED SHALL BE HYDRAULICALLY APPLIED AND FOLLOWED BY APPLICATION OF HYDRAULICALLY APPLIED MULCH OR STRAW. STRAW MULCH SHALL BE SECURED IN PLACE WITH A HYDRAULICALLY APPLIED TACKIFIER. 0 i g 0 u g ::i 0 u 0 ...1 w LL. ~ (9 16,989 Sq. Ft. 0.390 Acres± 136.80' N 1 5 ° 0 8 ' 2 5 " E 13 1 . 9 3 ' L=10 8. 1 9 ' R=23 0.0 0 ' Cb=N 01°39 ' 51" E Ch=10 7 .2 0 ' L=1 3 6.4 2 ' R=2 9 0.0 0 ' Cb=S 01°39 ' 5 1" W Ch=135.1 6 ' S 1 5 ° 0 8 ' 2 5 " W 11 5 . 5 7 ' N 89°53'24" E 62.19' S 89°53'24" W N 89°53'24" E 1189.95' TRUE POINT OF BEGINNING FND 5/8" REBAR, YELLOW PLASTIC CAP PLS 19958 N 1 1 ° 4 8 ' 4 3 " W 37 . 2 9 ' L=60.00' Cb=N 78°17'37" E Ch=60.00' S 1 1 ° 4 8 ' 4 3 " E 37 . 1 8 ' J & S NIESLANIK LLLP PARCEL ID NO. 239303200032 COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT PARCEL ID NO. 239304200034 SPRING VALLEY HOLDINGS LLC PARCEL ID NO. 218720100168 PLUS LAZY K LLC PARCEL ID NO. 218733300154 BERKELEY FAMILY, LLLP PARCEL ID NO. 218733400107 PLUS LAZY K LLC PARCEL ID NO. 218733300154 PLUS LAZY K LLC PARCEL ID NO. 218733300154 COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT PARCEL ID NO. 218734300083 GR A D I N G D R A I N A G E & E R O S I O N C O N T R O L OV E R A L L GR-OV BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 GRAPHIC SCALE 300 0 150 300 800 I --I I I (IN FEET) 1 inch -300ft. r----------i---LEGEND -----5750---- -------,(§)1------ 1 1 ~ EXISTING PROPERTY LINE EXISTING 10' CONTOUR PROPOSED 1 O' CONTOUR PROPOSED ASPHALT ROADS EXISTING ROAD IRRIGATION STORAGE AREA DETENTION VOLUME AREA 1200 I I I r·· . \ • -' \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ }} II )) // // // ,I/ \ \ \ \ \ \ \ 0 ~ 0 ...l 0 u g :J 0 u g 4l l.l.. ~ 18"-63 LF ADS N-12 STORM PIPE @ -2.62% GRADE 18" STORM PIPE INV: 7154.10' 18" STORM PIPE INV: 7155.75' 18"-36 LF ADS N-12 STORM PIPE @ -5.55% GRADE 10" STORM PIPE INV: 7147.00' 10" STORM PIPE INV: 7149.00' 10"-38 LF ADS N-12 STORM PIPE @ -5.26% GRADE 10" STORM PIPE INV: 6967.00' 10" STORM PIPE INV: 6969.00' BLOCK 3 LOT 18 BLOCK 3 LOT 19 BLOCK 3 LOT 20 BLOCK 3 LOT 21 BLOCK 3 LOT 22 BLOCK 3 LOT 23 BLOCK 3 LOT 24 BLOCK 3 LOT 2 BLOCK 3 LOT 3 BLOCK 3 LOT 4 BLOCK 3 LOT 5 BLOCK 3 LOT 6 BLOCK 3 LOT 7 BLOCK 3 LOT 8 BLOCK 3 LOT 12 BLOCK 3 LOT 13 BLOCK 3 LOT 14 BLOCK 3 BLOCK 3 LOT 17 BLOCK 3 LOT 1 BLOCK 3 LOT 9 BLOCK 3 LOT 10 BLOCK 3 LOT 11 BLOCK 3 LOT 35 BLOCK 3 LOT 34 BLOCK 3 LOT 33 BLOCK 3 LOT 32 BLOCK 3 LOT 31 BLOCK 3 LOT 30 18" STORM PIPE INV: 7209.64 18" STORM PIPE INV: 7208.62 18" STORM PIPE INV: 7188.00' STORM GRATE RIM: 7196.50' INV: 7194.50' 18"-75 LF ADS N-12 STORM PIPE @ -8.34 GRADE 18" STORM PIPE INV: 7212.00' STORM GRATE RIM: 7217.6' INV: 7216.10' 18"-207 LF ADS N-12 STORM PIPE @ -1.65% GRADE 18"-34 LF ADS N-12 STORM PIPE @ -2.00% GRADE STORM GRATE RIM: 7217.95' INV: 7215.41' STORM GRATE RIM: 7195.85' INV: 7194.25 18"-13 LF ADS N-12 STORM PIPE @ -2.00% GRADE 10"-15 LF ADS N-12 STORM PIPE @ -1.67 GRADE 10" STORM PIPE INV: 7095.50' 10" STORM PIPE INV: 7095.75' 18"-95 LF ADS N-12 STORM PIPE @ -1.07 GRADE STORM GRATE RIM: 7195.85' INV: 7194.25 18"-33 LF ADS N-12 STORM PIPE @ -5.74% GRADE 18" STORM PIPE INV: 7150.00' 18" STORM PIPE INV: 7153.00' 18"-19 LF ADS N-12 STORM PIPE @ -5.74% GRADE STORM GRATE RIM: 7153.60' INV: 7151.12' 18"-39 LF ADS N-12 STORM PIPE @ -2.87% GRADE 18" STORM PIPE INV: 7151.50' 18" STORM PIPE INV: 7153.15' 18"-17 LF ADS N-12 STORM PIPE @ -2.87% GRADE STORM GRATE RIM: 7153.60' INV: 7152.03' 10" STORM PIPE INV: 7149.20' STORM GRATE RIM: 7150.50' INV: 7148.50' 10" STORM PIPE INV: 7148.00' 10"-26 LF ADS N-12 STORM PIPE @ -1.92 GRADE COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT PARCEL ID NO. 218734300083 SPRING VALLEY HOLDINGS LLC PARCEL ID NO. 218720100168 GR A D I N G D R A I N A G E & E R O S I O N C O N T R O L GR-01 GR A D I N G P L A N 1 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 \ \ \ \ \ \ \ \ \ \ ~~ _::::'.'. / / ___ -_ '\ / 111 ~ ~ ~o~ ~ -----:::'\ \' ~\\\\\\\\~~~~~~_,,~/-~\~ / ~~~~~~~~~ \ ~"'"'>--~~ ~~~~------------i 111/ I \0 "---~~~ ~~~~, ~." ~~~ s ~ ---------------------~ r/(,r r '-~ " ~~~ .. >~ --.-----:::.. ~~ ~ ~~ \ ~~'----~~~~~~ ~~ ;\~ -~.£-r /' ' / _ _,Jt \_ "'~~~~~ ~~~ / ~ ------------~ --------=--~ "-....""' ~ ~ ~"" \\ ~~:-• • • • • / l ~ '\ ~ ~ ~ ~ ~ ::: _,,__. -----=--===--==-_::::::::::-~ ~ ____::::::::-~~ =~-\-o/ 1 , • \.. \___ " ~ 'i l ( I ) ::;,....__-( { " 1 '\.__ '\ '\ ""'-, J) --------------..----------------===-----~ ----~,~ ) &' \ \ \ \ \ \ \ " ) I j / j / ~ ~ _,_ --\ \ 1 \ \ / I_, "' \ ~ \ \ \ '-..~ ~ ~ _,-~ ~-=-~-==-::: ~ /) /1~J) \ \ ) \ \) / ) / ( J I;// rij)/df; ljf ------~ ---------~\\~ / \ '-~ \ \' \..''; ~ "'~ -------------------,,.......-----------------------~ ~ ---::: //// //, ~~'1// / / ) ) I J I I I I Ii 1/~ r-/' -~ ~ ~ ---'.------" / \.. "\ ~ - -,,3<"' ~ --------------____,,;:: ___.-;; / / / / ~~ ~ ~ __////✓ / / / 1~<j / / /III I I I /, l 1 / / ~ "'--~ ---==- ,lrl-V'VI-. / / / r" /1"/ -----/ // /11 / r -\ \' ~ ~J· ) I I ( I / ' (II ! '\, \ ! I I I \ / ~ ----,-,...1,u ~ -~~~ f.',k1-Jiii!'~<i;T7i ( ( / / / / \ \ ~ /{I/§ / / ch\ \ r,-- --~ -::,.__ ::,,.,,. "\ R-~ .r--7' ,v ,-,,,_~l ,...,,__,,,-."tt!@ ✓, r < ri 7 r r l i \ ~ -I //N,Y ...,.......,---,-\l "'11 \\\~\I !~r~~~A~t' \ \ \ t\ -7€7230 1/ FJ I ) I I I I ~ ~ ------/ I ~ ~ \ \ \ \ \\ ' \ ; \ ' / '/ / ,.,,,--------------------- / ( / \ \ \ "' ~ "--~ "' \ ~ --.,..--,.-1 1//L,<V .c,..1,,v \ \ \ 'f', ' \ \ \ \\~ ~ \\ 1 \. ~""~"" • ~ )r:-rJ. £::::--1 1 / / /---==-----=----=--~ ,,., I t \ "'-""' ~ ~ - --~~ \ . , -\ \~\ ~~ ~ \ r+-1-M; f---1::1 i I , ,.._____,-,--~,: \ ~ \ \ \ ~ ~ ~ ; 11 ..._,_, \~~~ ) 11\\\\\ \\rt:,---L. I _A~ 1,, ~ ::--__ ~ "' "" "" ~ ~ ") -------------~ ... ~ ....... ...., "'-'"' ' ., ,, ,\ \\ \\ i I I -\ /\ 1 ( / / -~ \ \ I J i \:"'I~ '.;\0 ~ if ~(A '/IYB/ ~~ ~ ~ ,"~l0; \ \ 1\\\ \ \ \\ \ \~\~ :f, //'I , 'L1--1 r ' / / /; J'{///;l'-;'"----:--~-"""7"\'; ~~~---:---,----,--.....---....-,-.....J '---~ ~ ~ "'~~ '/ZV,4;; .,,,,~,,: ~ z --: 'v A ll \ \\ \ ..,..,........, \A\\\\\__"'--,/ I; I i I / I' / ~ ~~ ~ ----__, Ii I ~ ~ ~ ~ ~~/1~ / X,(f,;!:?r;;, ~ ,I -------__ '--~ --~ \ ~ \..1 ·µ, \ I ~ ii\\~ ~ ---,'--Hi ' -._ ~ \ -, Iii>~= '-;::; :1/ ,,1>_,-~ /; / ~ "' ~ --~~ ~:::::::: rmAJ. ~ I I ~\Cf I " " h {'( ~ '\ ~\_µl ""': ~-n::11 , ~' ' ' --~ ~ .___ '--"-~ \ \ \ ' / · ~~~ \ \ "'\\\\I~ \ \ \ ~ , ....._ '~------.::: -t---\-/7,:J ':J:J.771-, \ --• --.. • ~ ~ \ i . rn, ....... \11\a::: • , ~,..,...-----l'tl'!.--NI ----;:; ~~ \\\ \: \ 0 = ::= ----/ // I ~ !\\)lll!/!!!/((((~ 1 \ A\_ ~" ~~\\· l \ ~' "-, ----~ __, ~""-·'~# . ..,femin"' ~ \ ~\\ " r , ~-'""'"' /~ I ·~"'-n,-....... --::-,,-; ~~~ ~ ~ \ \ \ "-----1190 _ __.,,,... / I ) if \ ~ \ (: ,\\:: :\ , ~?:_ \~ ~~ ,~j.t,'1\r:\J I I ~\ I , I I I ( ( fl I ;':'11 , , /4 ,C"';----,.__,;~~~ ---1------i ·, ' I / ' ' • ":: _'\ ~ \ \ \ 1\ ~l 1\ 11 ((! \ ,ui::::. -!-!+++I 11 \ \~ ~ ~?~~~ ~ ~//)llln\\\\11\~~\\\ ~ \\~ \, \ \=~ GRAPHIC SCALE 100 0 50 100 200 4(10 I .,;• 1~1--1----1 ( IN FEET ) 1 inch = 100 ft. ~--------I LEGEND 1---------~ -----EXISTING PROPERTY LINE - --5760--- -EXISTING 10' CONTOUR - - - - - • EXISTING 2' CONTOUR -----1@)>----PROPOSED 10' CONTOUR -----PROPOSED 2' CONTOUR lil--=~~~--. PROPOSED CULVERT - - - - - - -EXISTING/PROPOSED EASEMENT -----PROPOSED R.O.W,/LOT LINE ---PROPOSED SEIBACK _ _ _ _ PROPOSED LIMITS OF REVEGETAllON ---(SEE SHEET DET 3 FOR SEED MIX) -sec-sec-PROPOSED SEDIMENT CONTROL FENCE ... PROPOSED EROSION CONTROL BALES PROPOSED ASPHALT ROADS EXIS11NG ROAD PROPOSED EROSION CONTROL BLANKET (2: 1 OR GREAlER SLOPES) PROPOSED GRAVEL 0 ~ g 0 u ~ z :J 0 u 0 __J w G: ~ 1096 LF SCF 562 LF SCF 352 LF SCF BLOCK 2 LOT 6 BLOCK 2 LOT 12 BLOCK 2 LOT 13 BLOCK 2 LOT 14 BLOCK 2 LOT 15 BLOCK 2 LOT 16 BLOCK 2 LOT 17 BLOCK 2 LOT 18 BLOCK 2 LOT 19 BLOCK 2 LOT 20 BLOCK 3 LOT 36 LOT 23 BLOCK 3 LOT 24 BLOCK 3 LOT 5 BLOCK 3 LOT 6 BLOCK 3 LOT 14 BLOCK 3 LOT 15 BLOCK 3 LOT 16 BLOCK 3 LOT 25 BLOCK 3 LOT 26 BLOCK 3 LOT 30 BLOCK 3 LOT 29 BLOCK 3 LOT 28 BLOCK 3 LOT 27 BLOCK 3 LOT 37 18" STORM PIPE INV: 7226.60' 18" STORM PIPE INV: 7202.65' 18"-78 LF ADS N-12 STORM PIPE @ -2.57% GRADE STORM GRATE RIM: 7207.90' INV: 7204.66' 10" STORM PIPE INV: 7192.00' STORM GRATE RIM: 7193.75' INV: 7192.30' 10"-15 LF ADS N-12 STORM PIPE @ -2.00% GRADE 18"-39 LF ADS N-12 STORM PIPE @ -2.87% GRADE 18"-17 LF ADS N-12 STORM PIPE @ -2.87% GRADE STORM GRATE RIM: 7153.60' INV: 7152.03' 10"-40 LF ADS N-12 STORM PIPE @ -1.55% GRADE 10" STORM PIPE INV: 7149.20' 10" STORM PIPE INV: 7148.05' 10"-35 LF ADS N-12 STORM PIPE @ -1.55% GRADE STORM GRATE RIM: 7149.70' INV: 7148.59' 18" STORM PIPE INV: 7225.60' 18"-63 LF ADS N-12 STORM PIPE @ -1.59 GRADE STORM GRATE RIM: 7150.50' INV: 7148.50' 10" STORM PIPE INV: 7148.00' 10"-26 LF ADS N-12 STORM PIPE @ -1.92 GRADE GR A D I N G D R A I N A G E & E R O S I O N C O N T R O L GR-02 GR A D I N G P L A N 2 1 inch = ft. (IN U.S. SURVEY FEET) GRAPHIC SCALE 00200 100 200 400 800 200 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 . ' R- KEY MAP r -JJOO' KEY MAP r---------1 LEGEND r--------EXISTING PROPERTY LINE ---5760--- • EXISTING 10' CONTOUR - -_-_--- • EXISTING 2' CONTOUR (§:}>---PROPOSED 10' CONTOUR ""'"-===-~~---II! PROPOSED 2' CONTOUR ~ PROPOSED CULVERT =-=-=-=-=-=-= EXISTING/PROPOSED EASEMENT PROPOSED R.O.W./1.0T LINE -PROPOSED SETllACK - - - -___ PROPOSED LIMITS OF REVEGETATION (SEE SHEET DET 3 FOR SEED MIX) SCF SCF-PROPOSED SEDIMENT CONTROL FENCE PROPOSED EROSION CONTROL BALES PROPOSED ASPHALT ROADS P( ROPOSED EROSION CONTROL BLANKET 2: 1 OR GREA TIER SLOPES) PROPOSED GRAVEL GRAPHIC SCALE / / /i /~: ---..,,,....., V / / / j j /II 3/N // I \ \ ' ' 1 ' y , , 1 , /, ft :j , 1/ _,:: • ' '•",..:"'~ ~~~ ~-~~~~~~ ~ki;, 1//, )Jf(,11,~ ~ 1/J _1)$/,,, ~ ; / 1 1 ti / 1 ! ,. , ~-"'° ~ ~ ~1~~1L1 ,,:,1 n, 1.;;; ;-__ ir.~\~\~~\\\~ 11~~wf111111111 TN ·1° T .... ~·i~~~i ( IN FEET ) 1 inch = 100 ft. 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ EXISTING CULVERT 18" STORM PIPE INV: 7097.50' INV: 6947.33' 18" STORM PIPE INV: 6946.95' 18"-110 LF ADS N-12 STORM PIPE @ -15.86 GRADE 18"-123 LF ADS N-12 STORM PIPE @ -13.68 GRADE 18" STORM PIPE INV: 7081.40 18"-57 LF ADS N-12 STORM PIPE @ -3.77 GRADE 18" STORM PIPE INV: 7083.55' 18" STORM PIPE INV: 7083.08' 18"-55 LF ADS N-12 STORM PIPE @ -1.86 GRADE STORM GRATE RIM: 7185.70' INV: 7084.10' 18" STORM PIPE INV: 7097.00' 18"-50 LF ADS N-12 STORM PIPE @ -1.00 GRADE BLOCK 1 LOT 2 BLOCK 1 LOT 3 BLOCK 1 LOT 4 LOT 18 BLOCK 1 LOT 19 BLOCK 1 LOT 20 BLOCK 1 LOT 21 BLOCK 1 LOT 22 BLOCK 1 LOT 23 BLOCK 1 LOT 24 BLOCK 1 LOT 25 BLOCK 1 LOT 26 BLOCK 1 LOT 27 BLOCK 2 LOT 1 BLOCK 2 LOT 2 BLOCK 2 LOT 3 BLOCK 2 LOT 4 BLOCK 2 LOT 5 BLOCK 2 LOT 6 BLOCK 2 LOT 7 BLOCK 2 LOT 8 BLOCK 2 LOT 9 BLOCK 2 LOT 10 BLOCK 2 LOT 11 BLOCK 2 LOT 12 BLOCK 1 LOT 1 BLOCK 4 LOT 1 BLOCK 4 LOT 2 BLOCK 4 LOT 3 BLOCK 4 LOT 4 BLOCK 4 LOT 5 BLOCK 4 LOT 6 BLOCK 4 LOT 7 BLOCK 4 LOT 8 BLOCK 4 LOT 9 BLOCK 4 LOT 10 18" STORM PIPE INV: 7079.00' 18"-40 LF ADS N-12 STORM PIPE @ -3.76 GRADE 8" STORM PIPE INV: 7081.15' STORM GRATE RIM: 7081.75' INV: 7079.66' 18"-16 LF ADS N-12 STORM PIPE @ -3.76 GRADE 18" STORM PIPE INV: 6929.50' 18"-67 LF ADS N-12 STORM PIPE @ -2.00% GRADE 18" STORM PIPE INV: 7104.06' 18" STORM PIPE INV: 7105.40' COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT PARCEL ID NO. 239304200034 J & S NIESLANIK LLLP PARCEL ID NO. 239303200032 GR A D I N G D R A I N A G E & E R O S I O N C O N T R O L GR-03 GR A D I N G P L A N 3 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 GRAPHIC SCALE 100 O 50 100 200 400 I - -1-1~1 .... .2_1~~~1 ( IN FEET ) 1 inch = 100 ft. ..------------------1 LEGEND 1------------, ----EXISTING PROPERTY LINE - - -5760----- • EXISTING 10' CONTOUR - - - - - • EXISTING 2' CONTOUR -------i§:}l----PROPOSED 10' CONTOUR ----PROPOSED 2' CONTOUR ~~~==--:;i PROPOSED CULVERT - - - - - - -EXISTING/PROPOSED EASEMENT ----PROPOSED R.O.W./LOT LINE ---PROPOSED SElBACK -------r:i:i~~l~~i;.s 3°~o~E~i~T~fxf -scF scF-PROPOSED SEDIMENT CONlROL FENCE -PROPOSED EROSION CONTIROL BALES PROPOSED ASPHALT ROADS EXISTING ROAD PROPOSED EROSION CONTIROL BLANKET (2: 1 OR GREA TIER SLOPES) PROPOSED GRAVEL l_ -------------------.. 0 ~ 0 ....l 0 u ?:: z :J 0 u g 4l l.l.. ~ 36" STORM PIPE INV: 6953.00' 18" STORM PIPE POND DRAIN INV: 6942.00' 18" STORM PIPE INV: 6947.33' 18" STORM PIPE INV: 6930.50' 18"-110 LF ADS N-12 STORM PIPE @ -15.86 GRADE 18"-214 LF ADS N-12 STORM PIPE @ -5.37 GRADE @ -5.26% GRADE 10" STORM PIPE INV: 6967.00' 18"-72 LF ADS N-12 STORM PIPE @ -3.69% GRADE 18" STORM PIPE INV: 6956.90' 10" STORM PIPE INV: 6957.90' 10" STORM PIPE INV: 6958.00' 10"-9 LF ADS N-12 STORM PIPE @ -1.11% GRADE 18" STORM PIPE INV: 7028.25' STORM GRATE RIM: 7129.60' INV: 7128.10' STORM GRATE RIM: 7129.60' INV: 7127.55' STORM GRATE RIM: 7129.30' INV: 7127.22' 18" STORM PIPE INV: 7017.50' 18"-32 LF ADS N-12 STORM PIPE @ -1.72% GRADE 18"-36 LF ADS N-12 STORM PIPE @ -2.85% GRADE18"-33 LF ADS N-12 STORM PIPE @ -29.85% GRADE 18"-32 LF ADS N-12 STORM PIPE @ -1.00% GRADE 36"-131 LF ADS N-12 STORM PIPE @ -2.63% GRADE 4' STORM MANHOLE RIM: 6953.00' INV: 6949.56' BLOCK 1 LOT 4 BLOCK 1 LOT 5 BLOCK 1 LOT 9 BLOCK 1 LOT 10 BLOCK 1 LOT 11 BLOCK 1 LOT 12 BLOCK 1 LOT 13 BLOCK 1 LOT 14 BLOCK 1 LOT 15 BLOCK 1 LOT 16 BLOCK 1 LOT 17 BLOCK 1 LOT 18 BLOCK 2 LOT 6 BLOCK 3 LOT 5 BLOCK 3 LOT 6 BLOCK 3 LOT 12 BLOCK 3 LOT 13 BLOCK 3 LOT 14 BLOCK 3 LOT 15 BLOCK 3 LOT 16 BLOCK 3 LOT 11 BLOCK 1 LOT 8 BLOCK 1 LOT 7 BLOCK 1 LOT 6 10"-15 LF ADS N-12 STORM PIPE @ -1.67 GRADE 10" STORM PIPE INV: 7095.50' 10" STORM PIPE INV: 7095.75' 10" STORM PIPE INV: 6962.50' 10"-50 LF ADS N-12 STORM PIPE @ -1 GRADE 10" STORM PIPE INV: 6962.00' 18" STORM PIPE INV: 6970.10' 18" STORM PIPE INV: 6967.44' 18"-72 LF ADS N-12 STORM PIPE @ -3.69% GRADE 18" STORM PIPE INV: 6965.15' 10" STORM PIPE INV: 6958.25' 10" STORM PIPE INV: 6958.5'10"-9 LF ADS N-12 STORM PIPE @ -4.17% GRADE INV: 7151.50' 18"-17 LF ADS N-12 STORM PIPE @ -2.87% GRADE STORM GRATE RIM: 7153.60' INV: 7152.03' 10" STORM PIPE INV: 7148.05' 10"-35 LF ADS N-12 STORM PIPE @ -1.55% GRADE STORM GRATE RIM: 7149.70' INV: 7148.59' 10" STORM PIPE INV: 7148.00' REGRADE POND AND UPDATE CLAY LINER FOR DISTRUBED SECTION OF POND GR A D I N G D R A I N A G E & E R O S I O N C O N T R O L GR-04 GR A D I N G P L A N 4 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 R- KEY MAP 0 100 ~ I~ f •1000' GRAPHIC SCALE •• T 1· le:: ( IN FEET ) 100 ft. 1 inch = ..00 I \\\\\\\) '~ , >-,.:: ~~-/2 S{I \{ l l 1' I I''''''\ , ,,.~,~?:I' ,\\ ""' .,,,,,, ~ ~~ ,,, // J J, l \ ' :::,<,:::--~ ~ ~ '~ -----t.Ul.:.H \I,\ " ' ' ,,ii t / , "-, "-,. ---._'.::::;:: i-i---,,,;,;w-7-; -"Ill , / 1) :'," \ ' f"lLLi ' ~ \ --• \ , . / ~0 / "' ' , \ "'--~---~-.:::___::::_ '::;, ~ "' ~ ·::::' -✓7MJ~(1,";li V\\\\_\. '''' ./ -~/-/ ~~y ,'It -• • , --,~;~\I~~::::::_ --= = -=::::: -:::::. '-;, '\ \... ' "~' _s;-1.1, rN.o,._ 1 " x -;t"J71""· ' ,-/ -; ~ " ~ ~ -,& 0 ,~\~ "-'-:::_ -~-' "\.., '-"'"-"-~-,,..A:.'!:, ·c::::~\\\ \\'i "" II !' _o-J ~~~ ~ ~ ~~~ -~ '-;, '-. "·-=-,x.c.Y/\ ' ' I' '/ J) If! ~f 'l/r r r / . , ~ ~~=== ~~ ~~----"' -____ _ _,,,~ ., ... , " """'" ----:,,: 1 \ r Ir 1 (( 1111 / 1 f 1 1 0 ~ ) Ji 111 1 1 · -:c ~:---_ ~ C\ ::C,, , ', " ~,D ~ ./l-:;,,v-' "-. "----._ '---.,..'i>.'I'! \ I , \ \ J. ' # / '4 , / r ,, \,~ ~ \ ~\.,_\..,\.., ~~~-==--~-==:-n.n ~ ~~ :::,_ ~ -li,~, ,\ \~~~ -:,:-'-: '_\\ "';: \\\ \ i\\\ \ ( ~/,~ :// l\ } j / 1 1/li/,!//t 1" 1 ;;; ::::::: .. 11.11,• , , \ .\~~ <::::-=-=--.. ~------~.:~n~M/1, ,,. 2~~:'------------~ Ir~.:::,\\ I. ~ ' . \ \ ·,""-,, -' ' I I~ //, 1/ /1 --, : ----•• C ~/ /,111/11~ ! I/ "lfJJJ/jl '?IL.Ji i10111,(f~~///,,/,1/,, J,,J, l, C , -~;?.E,;S-;j I 'I I I I ---r l/!tp/, , ,1,·u.,i /Ili um ,.,,.'Il l : ¾·%1~ ~ _., 0 7 '/ ~--+ -r ,,--/.-1'.\'IC\,I"\ ~"""~~~ _,,-~--~/ .. J3,' _ , , , / // ' -,,_ " (i J '\ \ \ '\ '\~ ~ \ \ If \ \ \ \ \._~ ~ ----;;,----~-... ,\1 ,\tl -~ / , =~ "-t"5~m/!,!)ll'(m---·-II -I ' --~ ~~1,1nv1v1111 1 Ufl.d '0"'/ 7 ci:;;y 5 ~ ' //,!,II, · ~,a-;,,-,i,,ini~,~111 1 1 1 ....,_..,.., , ~/4 ~-=, /(({ ///{((jj//j((!( ,,,,,~,II /N II , ,,,..,--_ :;;\ --/2, 1// ~~ -. ;::::: I --,/ // ~ -• -~------, , . • , 1111 I ' , ' LEGEND ' - I • •~~'"~ PERTY LINE EXISTING ~;o CONTOUR -=-=~~ ==· EXISTING , CONTOUR 5760---• EXISTING 2 O' CONTOUR PROPOSED ~• CONTOUR (§),--_ PROPOSED CULVERT T ;:=::~-;;;::;:--=-=-~~= --= PROPOSED POSED EASEMEN EXISTING/PRO W /LOT LINE PROPOSED R.O, ;CK PROPOSED SETB REVEGETATION -PROPOSED LIMITS JO~OR SEED MIX) - - -(SEE SHEET DETMENT CONlROL FENCE PROPOSED SEDI NlROL BALES sec PROPOSED EROSION CO ... EXISTING ROAD TROL BLANKET SION CON PROPOSED g'fER SLOPES) (2 :1 OR GR PROPOSED GRAVEL 0 ~ g 0 u g 6 u g w G: ~ EXISTING HIGH GROUND EXISTING HIGH GROUND 18" PVC SPRING VALLEY SANITATION DISTRICT GREYWATER OUTFALL IO=6896.11 (EXTEND 5' TO NEW SLOPE EXISTING COUNTY ROAD 24" CMP CULVERT II=6896.30 IO=6895.16 EXISTING 8" PVC II=6897.41 IO=6897.55 (EXTEND 5' ON BOTH ENDS TO NEW SLOPE) EXISTING 10" PVC II=6896.40' IO=6896.53'(EXTEND 5' ON BOTH ENDS TO NEW SLOPE) 99' LONG WEIR TOP OF WEIR:6900.5' 87' LONG CONCRETE FL OF WEIR:6899.0' RAISE BERM (RANCH ROAD) TO NO LOWER THAN 6900.5' RAISE BERM (RANCH ROAD) TO NO LOWER THAN 6900.50' AGRICULTURAL RESERVE COLORADO MOUNTAIN COLLEGE EXISTING IRRIGATION STORAGE AREA IRRIGATION STORAGE POND LOW POINT OF LAKE SPRINGS RANCH ELEVATION 6900.5' BERKELEY FAMILY, LLLP PARCEL ID NO. 218733400107 PLUS LAZY K LLC PARCEL ID NO. 218733300154 PLUS LAZY K LLC PARCEL ID NO. 218733300154 PLUS LAZY K LLC PARCEL ID NO. 218733300154 GR-05 GR A D I N G P L A N 5 1 inch = ft. (IN U.S. SURVEY FEET) GRAPHIC SCALE 00200 100 200 400 800 200 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 GR A D I N G , D R A I N A G E A N D E R O S I O N C O N T R O L =~~~§~~~~9 iii ---..,,,., m --,___ ---"""'"" -- 1 , I ) Z. \ ----------------I J "---1 I ----------------\ I ( { \ \ \ \ \ \ \ \ ' ' - -5760----- - - - - ( .... ) LEGEND I I EXISllNG PROPERlY UNE -EXISllNG 1 O' CONTOUR -~ EXISllNG 2' CONTOUR - PROPOSED 1 O' CONTOUR PROPOSED 2' CONTOUR KEY MAP T. 1lOO' IRRIGAllON STORAGE AREA DETENllON VOLUME AREA 0 ~ g 0 u g :J 0 u g w G: ~ PP0 RO A D P L A N A N D P R O F I L E S OV E R A L L BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 50 0 .. I c•:::J --I I LEGEND ------5760-------- t ~ GRAPHIC SCALE 50 100 200 I I I ( IN FEET ) 1 inch -50 ft. EXISTING 1 O' CONTOUR PROPOSED CULVERT EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.0.W./LOT UNE PROPOSED CENTERUNE EXISTING ROAD PROPOSED ASPHALT ROADS PROPOSED GRAVEL 6930 ""~ \\ ~"' <> °I ~ • • • \ PE SR PA I If) I c:, ""R"9 , j a --.... C/ b \ \ \ ~goo 72 ~ 011\:N s S•,cE (\] 3 t P'ARCf'd"\YA (\.l BLOCK ,-LQI 1 ' ~ ~~~~~ .~ l5 ,-~ '" ~ I ..,,..,_0i"' a r-ru • iiiiiii~i!-.... "",MI~ :oc, BLOCK 3 " LQl" ~ \LOCK 2 / Y',: . OJ 1♦ /i -·210 '220 .,,... >2,;,o~' ~-'---"- soo · ~ 1/#f.:...._.l....iff::. ii,,,,,,j!;:=:::aa=:a::d;~= ~WJ,..:~::::::::~~~L..,.L---!:, -00 _sc CK ' 12: • /U..,tflJ'...-; ,,,----> 1 tm: LOC , ~ I . ' \ BLOCK .--• BLOC!< 1 L!lI. LQl \ \ ) l , ORADO MOUNTAIN I ~ COLLEG V[)ISTR CT ~e EC ID 2393042 -~ ROAD PLAN AND PROFILE SHEET KEYMAP SCALE 1" = 250' 71 n ~7110~ 7100---------- 0 ~ g 0 u ~ z :J 0 u 0 __J w G: ~ PP R D - 0 1 - P P 0 1 RO A D P L A N A N D P R O F I L E S PP01 PP R D - 0 1 - P P 0 1 PP01 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING CHORD DELTA LI 109,17 N04•46'53'\/ Cl 98,11 610,00 49,16 S40.59'52'W 98,01 9•u:!'S5' L2 61,00 N29.12'44'E C2 536.45 610,00 286,% N2Q•24'43"E 519,33 so·23'13' L4 169,39 N29•12'441 E C3 361.91 610,00 186,46 s12·12'ss•1,1 356,63 33•59,37, NOTE -LINE L3 DOES NOT EXIST IN THE CR 114 ALIGNMENT. NOTE -CURVE C4 DOES NOT EXIST IN THE CR 114 ALIGNMENT. I& 7060 7040 7020 ••• y .. -·-- P"1 ELE\ = 6959.09 A.D. F -Q.90 .. . ' ' -50. DO' YC ,- 7000 ... -S! 0 -~ co - 6980 + 0) co CO 0 ai "' + "' + ., 0 0) 0 lll -0) <O <O Yi ·.' 0 .•• rn .. ii:; §/ r;'; ~ ~ 0 ., w ii:; 6960 _n nn-• .. 6940 D.I.TUJI ELEY 6920.00 0 ,N N 0) ill "' oi "' 0) <O 0+00 - -'° •O 0) • ., 0) 0)., "' lll -N ai "' ,xi 0) "' ;:!; 0) II II ~ > "J - > > "-0.. .,a • <O co • ., co 0)"' "'lll 1+00 PVI STA -1+5u P"1 EUEY • 6958.05 A.D. -2.28 " ~·- 100.C J' vc 0 i"i 0 ai + ., N 0) <O rJ w > ~ w .... <O ..... co <O . "' .... . "' • "' .... "'<O 0)., 0)., "' lll "' lll 2+00 -3. '"% -r----- co .... • <O co..; ... ., 0) 0) "'<O 6940 --= LAKESIDE LANE SEE SHEET PP-12 co 0 0) 0 o,j + ., . <O <ii §/ w §/ ., = -" - 0 co ...... • 0) "It iq "' . ... N ... -0)"' 0)., "' lll "' lll 3+00 PLAN VIEW COUNTY ROAD STA: 1+00 12+00 --.. _., ' --· ----· ... LOW POINl STA = 4+69.• 5 P"1 ~ TA = 4+60 . A.I . = 6.37 K = 50.20 3l o.oo· vc co 0 "' w . 'i' f;l 3 ": "' "' 0) ~ <O .... <ii w"' (.) ~ ~:± "' ?.'; \:I <i :5 t;; ~ w ~' STORM \ \\ SEWER MANHOLE ' I \ \ Rl~~953.00' \ INY; \9.56' \ ) \ \ \ ;f _ _j > 1-0• \sJORM PIP 1Nv\ \ \ \ \ I \ ~ 114 LAKE SPRINGS DRIVE SEE SHEET PP-04 0 :,,<O • -<ON o.,;. -~ I .-~w I ii, ..,z ~ ~::E> 36" STORM PIPE Cl) o,:Z {iNY; 6951.37' I "' , I \'8: 10•-so LF ADS N~t:r sro~PI ~ ,,__ 0 -1 GRADE \ /, !J.J I 10· STORM PIPE r WI INV; 6962.50' / ~ ------rJ:j1 I i o i /,~11 P"1 STA "' 10+00 P"1 ELEY F 6963.77 • n n K= ~9.93 100.0 ,. vc 0 N "' co + ai 0 N 0 <O '2 :.:! -0) <O 0) 0) <ii "' §/ ~ <ii ~ w w w !.> ., -= -3.00% 12 SDR --0--0 1.95, A - L -1---t -___,. ---,__ -----. '\_18" "-1 ~• STORM PIPE q STORM PIPE V; 6942.59' INY 6943.15' I \ -18 STOR PIPE INY; 6931 .58' .,a 0"' "'1' co .... N N ooo ooo • <O . .., .. ..... • co ,N ..... N' ;jC :il ;jC 0 N' ... . ., . "'..; ,..a ,..o ... -... "' 0)"' 0)"' 0)"' 0)., 0)., ... ., "' lll 0) O> "' m "' lll "' m "' lll 0) 0) "'<O "'<O 4+00 5+00 6+00 7+00 PROFILE ~EW COUNTY ROAD 114 STA: 1+00 12+00 HORIZONTAL: 1 "=50' VERTICAL: 1 "=20' --221 L..F. ,, 5 ,..., ,~ ,,-G 7.17% "' _... ., ---5 d 'l.3 ~ .. ' ~"' m I?,._ "' "' ..: Cl)+"' >-~--~-.;i ;:: ~=-· ~ nc2! > ;.: 0) co ·"' 0) co ..... ... co ·"' .... co ..... ... co ·"' .... "' .o 0 co ·"' ,.., co . .... N' 0) • "' . ., . 0) • "'..; .... . o• ... <O ....... ., 0) .,a ., "' ., <O .... co 0)., 0)., 0)., 0) <O 0) <O "''° 0) <O 0) <O '° lll '° lll "' lll "' lll "' lll 0) 0) "' lll "' lll "'<O 8+00 9+00 10+00 11+00 ~ ~~ -;:;j ii: "'<O .... Cl >-;I: 0) <O Zc, ::I II II Oz F-;::: > (.) 8: Ill en "~ ~ ~\:I "'"' if> > z< 0.. _..., Cl) 0.. ·-- 35 ~ :I "'..., R "'"' "' . ., ..:i::: :80) 7 IO,.....: o,<O :::mz6 i ~:::E>> tnc2ZZ 00 ~ o,j .... ;::: 0) 0) "' <O . ' - I - I -: q : i -I - I - -co ..... "' . .... "' 0) .... "' lll 12+00 ~ ~ I b en I m m -I 7J 7J I 0 I\) i L r - -------- ,-----; ' ' ' ' ' ' ' ' I : I \ I : ' : I : I l ' KEY MAP GRAPHIC SCALE .. 50 100 200 I I l __ ~I ( IN FEET ) 1 inch = 50 ft. LEGEND EXISllNG SANITARY CUEANOUT ~ EXISllNG WATER VALVE ® EXISllNG SANITARY SEWER MANHOUE ® PROPOSED SANITARY SEWER MANHOUE a PROPOSED CUEANOUT VALVE A PROPOSED WATER VALVE • PROPOSED FlRE HYDRANT ~ PROPOSED PRESSURE REDUCING VALVE J, PROPOSED AIR RELEASE VALVE .. PROPOSED REDUCER ® PROPOSED WATER WELL PROPOSED 2' CONTOUR ~ PROPOSED 1 O' CONTOUR ------EXISllNG 2' CONTOUR -5760-------EXISllNG 10' CONTOUR PROPOSED CULVERT -------EXISllNG/PROPOSED EASEMENT EXISTNG BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE E"\I 2!'11 PROPOSED 2• WATER LINE 4''11 4"W PROPOSED 4" WATER LINE B''II B''II PROPOSED 8" WATER LINE 12' -12!'11 PROPOSED 12" WATER LINE 8"SS ·-PROPOSED 8" SEWER MAIN --PROPOSED 12" SEWER MAIN ws PROPOSED WATER SER"1CE PROPOSED SEWER SER"1CE EX-15"SS EXISllNG SEWER MAIN .. EXISllNG WIRE FENCE .. I I PROPOSED ASPHALT ROADS ~~~ PROPOSED GRAVEL 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ PP R D - 0 1 - P P 0 2 RO A D P L A N A N D P R O F I L E S PP02 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 EXISTING SANITARY CLEANOUT EXISTNG WATIER VALVE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED WATIER VALVE PROPOSED FIRE HYDRANT LEGEND -----(~)---- - --5760----- - 2"1,/ 2"11 4"\r/ 4"\rl PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR EXISTING 2' CONTOUR EXISTING 10' CONTOUR PROPOSED CULVERT EXISTING/PROPOSED EASEMENT WS----SS,---- EXISTNG BOUNDARY ---EX-1""SS ---• I I ~ PROPOSED WATIER SERVICE PROPOSED SEWER SERVICE EXISTING SEWER MAIN EXISTING WIRE FENCE PROPOSED ASPHALT ROADS PROPOSED GRAVEL CURVE C5 C6 C7 ca LINE TABLE LINE LENGTH BEARING L4 169,39 N29.12'44'E L5 305,97 s30•00•13"w' L6 165,99 s57•14•22'w' L7 136.05 s33•s91 3B"\r/ CURVE ABLE DELTA LENGTH RADIUS ANGLE CHORD •ANGEN" 13.81 1000,00 o·47'29" 13,81 6,91 308,98 650,00 27°14'09' 306,08 157,47 284.00 700,00 23'.14'44" 282,05 143,98 203,27 650,00 1rss'03" 202.44 102,47 PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR RELEASE VALVE PROPOSED REDUCER 8"\I 8''11 PROPOSED R.O. W./LOT LINE PROPOSED CENTIERLJNE PROPOSED BUILDING ENVELOPE PROPOSED 2" WA TIER LINE PROPOSED 4" WA TIER LINE PROPOSED 8" WA TIER LINE PROPOSED 12" WATIER LINE NOTE -CURVE C4 DOES NOT EXIST IN THE CR 114 ALIGNMENT. 12"\J 12" ... ·-PROPOSED 8" SEWER MAIN PROPOSED WA TIER WELL --PROPOSED 12" SEWER MAIN ' \ \ \ \ \ ~\ \ \ \ "\ \ \ \ \ \ ~ \ \ \"" ""· \ \ \ ' I \ \ \ \ \ "\ \ \ \\\ ~" \ \ \ \ ~ \ \ \ \ \ ""\ \ "~ 7020 --_ ~ 7030 -~1 ~ -\;,; \ \ \ \ \ \ \_ \ \ \ \ 'lb'\_ \ \ \ "" \-'><--~.Jr-~-t+-'t l-t-t--t ~ 1--+-<to \ \ \\ \ \ \ \\\\"-~\"-"-"->~7~ooo~s \ \ \ \ "' "" ·;;: ' ~I"""' \ ,,,-:,..r-. \_'\. • ~ l... \ -,, I I \ \ \ "--. 6 990 --~c,..,--r • -, -, ~-~---, "--, -.... • , ~~ =--::,-'. _ -~ -~ , '),, ~ ~ ~ \ \ 1 I I \ \'~ ,\',, f \l --: ---· -\ __ ---. < ~--; \ \ ~at 1 \ -1~ \ \ \ \ \ \ \ 'I, /\ i l I t ~ \ "\ ~ \ \ \ \ 1 1 3 =(" "-'\ \ \~~\'-\ "- "-\\ \ "~I 711 (/ I \;~ \ \ ~\ \ \<\ \ \ \ \ \~ \ \ \ \ \ -~ ~ OU---"Y'' .-\-==-~ \ \ \ \ '(__ \ '\-..-.. : ~ \ \ ~ ~~ ") /) ! I \, ) g i I ~ ) ) \ \ / 1V \1 \ \ \ \ ,\ \ \ , \ \ \ ~/\\ PLAN VIEW COUNTY ROAD 114 STA: 12+00 -26+50 PVI S 'A -20+60 ~·· c, " ,non o, 5 I a... a... 1-w w I CJ) r i::: c ~ ~ I n ·-. I -- ' I I "' 0 .., ~ ~- : w ' ~ -----c: - - -"' . r-., . r-"' 0, r-"'0, "' 12+00 PVI STA 13➔ 30 ------·-- A.D. -4.82 K -51.85 250.00' VC "1~ _., .,- . "' 1"')'1 r-• 0• r-"' IX) 0, IX)"' 0, r-0, r-0,"' "'ii: "'0, "' ii: "' 13+00 ' : "' ., ~ ' ~ f w 12 -= ~ w n . ---- r-:~ "'r-"' "' "'"' o0 .,-.o • 0, . "' . "' "' '.:: r-• N • r-• N• "' • IX) r-o,N 0,"' o-0"' --0,"' 0, 0) 0, 0) 00 00 oo "' ii: "' ii: "' ii: ,...g r-0 ........ r- 14+00 15+00 16+00 A.D 1.40 ' PVI STA -17➔ 30 0 r.:: ., """' ,u, .Of ;!; .; .. A.D. 0.18 N 0 .... K 281.69 .~ .. ' 50.00' vc ' ~ ~ --fD 1 ;::: 5 r- l w §;' fD • 0 N r-:~ -"' o-r-g 17+00 fD .... 0 "' 0 r----=--w u w -n -v-- ....- r-r-"'r-., r-_,... "'r-"'r-. ., . ., . ., . ., . ., . ., -. ., . -. r-. N • r-• N-N "' ,,,_ "' "' .. :,: .. ~ 0 N o"' 08 0"' 0o 0o r-g r-0 ........ ,...o ........ r-r-r-r- 18+00 19+00 20+00 PROFILE VIEW -COUNTY ROAD 114 STA: 12+00 -26+50 HORIZONTAL: 1 "=50' VERTICAL: 1 "=20' K 57.14 0 nn• \Jr, A "'"' ... N • .,-0., ,...g 0 0 0 .; + :g 1'i .... <ii w §;' §;' w w ,...-co9 ., "' 0 :g ........ 21+00 l I I : l I \ ' GRAPHIC SCALE -150 o 2& eo 100 200 ~--1-1_1 I I ( IN FEET ) KEY MAP 1 inch = 50 ft. r • 1500' r i C n,5'"- • -~ ----~ -"' "' N ' 0 -. .; ~ "' ;-:: ' ;;:: • -w .. I .;J §;' ! §;' ' = = 0 I ill 0 "' -50.00' vc -Q .... r-: + r:: ,), .... PVI STA 25➔ 80 N 0 N 0 N .... VI ELEV 710 P,79 .... <ii .,. Yi w A.D, a.a, I ~ ~ c;j 1:; K 58.59 fD 80.00' VC s:: )> -I () --., ~,n I VI ELEV 707 ,.79 I A,D, -1,40 " -· .. -I I 0 I en I m m -I I I "1J 0 "1J 0 c2 I 0 0 .J 0 (.,J u ~ z :J 0 u 0 .J w G: 0:: <( Cl "'-"'-a,-N N r-"' "'0, o°' o,O> 0 0, u,N -"' cl '1 ;:~ t0 O? .N . "' ..... . .... ..... .; .... c-.i~ . -"' • r-• N' "' • N' ~ r-. .,o "'"' "'"' r-"' r-r-a,N IX) .... a,N 0, o"' o" 08 0o 08 o" o" 0"' 0"' o°' g _o _o ........ ........ .... .... r-0 r-0 r-0 r-0 r-0 r-;;:: r-;;:: r-r-r-r-r-r- 22+00 23+00 24+00 25+00 26+00 PP R D - 0 1 - P P 0 3 RO A D P L A N A N D P R O F I L E S PP03 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 s:: :t> c1 I 0 en I m m -I 7l 7l I 0 I\) ---------- ---------- ---------- ;,,----' --- ---------- ~ ~ ----~\ \\ ' I 1-'VI ::i1n P\,,1 ELEV= 711 •. 51 I A.D. = -2.11 " ""•OU ' 120.00' vc ~ ~ + "' ., 0 N ;:::: I en ., ' > ~ ID "' I A . -°' .,m CD,-.. ...,:...-; • <O _,-.. -• ., . 0,-.. --_., _o ----r-,.;:::: r-,.;:::: r-,.;:::: 27+00 LINE LS L9 LIO LIi L12 ' 0 ,:- + <xi ,-.. ;:::: N '" ., ' ~ ~ L,J 7,00"' ... :;;: "' -N~ ci ai --N~ ~r=:: ;:::: ;:::: 28+00 LINE TABLE LENGTH BEARING 50.15 s51•54'41'\/ CURVE LENGTH 161.63 s45• 48'31 '\/ C9 95,86 184.24 S43"56'50'1{ CIO 32.49 17.59 N40.45'34"E Cl! 222,55 273,02 N40.45'34'E m• ~TA P\,,1 ELEV= 712 ~.51 A.D. = -1.0( K= 80.00 ' 80.00' vc ' 0 -0) r:-"' 0 -"' ., "' ,-.. N ;:::: + ,,; CD N ~ w N ;:::: u ~ w G., "' ~ "' "' • . "l ;I ., 0, .,-.... -. "' Nt'-:: ~~ <O • "' • N"' Na, "'~ -"' -N ----,-..-r-,.;:::: ,-..,-.. ,-..,-.. ..... 29+00 30+00 CURVE ABLE DELTA RADIUS ANGLE CHORD 900,00 6.06'10' 95.82 1000,00 r:st'4t' 32.49 4000,00 3•11'16' 222,52 PLAN VIEW STA: 0 CD + -, en ~ "' "' -"' -trl r--: ' r-: ::;: ::;j: "' ill ;::::;:::: r== r: 31+00 TANGENT 47.98 16,25 111.31 \ I \ l \ j \ \ "" 1 o• STORM PIPE ""- INV: 7149.00' "'- 24.0 AC CR-114 ("T'r'P) 6,0 SHOULDER CR-114 ("T'r'P) ------- ------- COUNTY ROAD 114 26+50 END P'v1 STA= 34+55 P'v1 ELEV= 7156.52 A.D. = -1.47 P'v1 STA = 32+30 K= 54.52 P'v1 ELEV= 7146.51 ' ' A.D. -1.55 -80.00· vc = ~ -. " ' 100.00' VC ' r ... 0) ~ ., ~ -,-.. + ,;! "' !'.' ... ., r- 0 "' -.. + <xi en ~ ~ 1o N ... w ,,; "' ;:::: ~ ~ L,J ... "' '" .. "' ..... ~ u 8 > L,J ~ A 4.4 % A CD CD "' "' <ON "l :3 <O ,-.. ,-..m .... "' '"' '"' '"' .o :g;;; '., ... ,;! ,-.. . "' • -. "',;! ,-.. . ...... ... ,-.. ..,_o, .,-., ., ., ,-.. ;::::- _ ... ;:::: ;!: _., ;::::- _., _., ,-..-r-,.;:::: ,-..;:::: r-,.;:::: ..... ..... ..... ..... 32+00 33+00 34+00 35+00 PROFILE VIEW COUNTY ROAD 114 STA: 26+50 END HORIZONTAL: 1°=50' VERTICAL: 1"=20' ' --~--- I \ --- LAKE SPRINGS DRIVE SEE SHEET PP-04 2. 8" "'., "' ... <O"' ·"' d Cl! ·"' "' . "' • "'"' <00 <O"' _., ;::::~ ;::::~ ,-..-..... ,-.. ..... 36+00 ------- - -- ' 0 N + ; .~ <O -' en w ~ ~ "' "' 0"' '., .... <O"' _., ,-..-..... 37+00 --- --- P'v1 STA = 37+80 P'v1 ELEV = 7166.21 AD 232 = K= 60.38 140.00' vc • ~~ "? ~ ., . ,-.. . <O., <O ,-.. ;::::~ _., ,-..-..... ..... 38+00 -- -- --- / ' 0 N "? ., i,j 1o "' ;:::: en w > ~ L,J 30' o" ,-.. '0) • o ·o ,-..m,-.. _., - r--I' r-- -~ ,,..___ 7200 7160 7120 ,080 ,-.. ., d ,-.. ;:::: 50 ' ' ' ' GRAPHIC 0 ,. 50 J KEY MAP f • 1000' SCALE 100 200 ~ I I I I I ( IN FEET ) 1 inch = 50 ft. LEGEND EXISTING SANITARY CLEANOUT ~ EXISTING WAlER VALVE ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE A PROPOSED CLEANOUT VALVE A PROPOSED WATER VALVE • PROPOSED FIRE HYDRANT ® PROPOSED PRESSURE REDUCING VALVE "" j, PROPOSED AIR REL.EASE VALVE .. PROPOSED REDUCER ® PROPOSED WATER WELL PROPOSED 2' CONTOUR ~ PROPOSED 10' CONTOUR ----------, EXISTING 2' CONTOUR -----576(l-----EXISTING 1 O' CONTOUR . -PROPOSED CULVERT . --------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE E"W E"V PROPOSED 2• WATER LINE 4"W' 4"\f PROPOSED 4• WATER LINE B"IJ 8"\,f PROPOSED 8° WATER LINE 12"\r/ lE" ~ PROPOSED 12" WATER LINE --PROPOSED 8" SEWER MAIN --PROPOSED 12" SEWER MAIN ws PROPOSED WATER SER'v1CE ss PROPOSED SEWER SER'v1CE EX-15"SS EXISTING SEWER MAIN EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~:s:l PROPOSED GRAVEL 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ i!, I ! I .. 6 •;;; I~ ".,, RO A D P L A N A N D P R O F I L E S PP R D - 0 1 - P P 0 4 PP04 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 ---------------- ------- 710 0 ~ u ~ I -LL. I ..., -a... ~ 706~ t D r.; ... -< ~ w :: ~ - 00 - 704< 702 0 ~ 700 Ni6 -5;;j I r--.lO~ :::C:co'""':~co +Si ~o::::::coi.... 0 ..... (OzQ II II ~~::E>> ,ci:' UCl'Hl:::ZZ ,,w >5 l.0. 18" S "ORM PIPE 0 698 2 ,[ J"· • .00%. II~-,,: ouu,uu •.43 .. -:ll + ., "' "' "' <O cii -· iii §; a, ---------------- 696 0 DA'/WI ELl!{'I 6950.00 "' "' r--0, ., .,-,.;sr: r--~ 0, O> <O., 1+00 - 130 LF. Ill> u.~u,. .,, ~u" -~u ~R114 SS CONNECTION ,... r--., ., , ., , "' "' • ,,. . .,o ., <0 0, r--0,., <O 0, <O 0, ., ., 2+00 --- LOW POINT EL -v = 8967.54 LOW POINT S' A 2+76.60 i-VI .::ill\ ~+->u PVI ELEV = 6963.71 A.D. = 13.43 ~ LL,U' 300.C O' VG -..., ~ r-- ~;;; 0 ., "' 0) + ,.._ ~""~ :li "'"! "' . ., ., "' ... ., "'., O>o, <O !NIN~~~ -~<0 o· cii 0, -.. -, ±~~I I l""J r-,,:m-:,: + z5 > §; >-~~:§ ::, "' w ::,;~°';' 5 :,: m~ w gJ "., ! >> <---' (/) zz z cnrr::ZZ _J ~tr~ - 12" DRY UTILITY 12" DRY UTILITY C DNDUITS\ - \ DUIT ' 18' STORM PIPE -----~ .....----: l~V: 6963.50'7 I ,.. ----= I ------iL.F, • -L --l,.ol • 0 0.50% c: .10% 1,,............. -re: 12·s JR-35 .,o ,,. ., ,... ., _., .,r-- "'-=" , r--. ., , r--• 0, ·"' -,-.: "' • "' • ., . o· ., . ., r--., <0 .,o ...... ,...~ ., ., O>., 0,., "'r--0, r--O> 0, "'O> "'., .,~ <O 0, <O 0, <O 0, <O., ., ., ., 3+00 4+00 5+00 ix, .... or--a., V • r-,. N OOo, .....!~t--(0 +1:0«>1- r.o?Jz5 ~::::E>.~ ~PR )POSED 8" WA ER LINE ~ ~ f/8 1...F, ---~-~u .. ;::: ,,. -"'-, . . r--..;~ :ll ::i Iii :;i O>"' 0, O> O> O> O> O> ., ., ., ., <O~ 6+00 -· ' .. HIGH POINT Sl A = 11+60.72 PVI STA -11+00 -·-,..., -·· ----,. A.D. = -13.95 K = ~0.07 280.( p' VG -0 r--., .; +"' 0, p en .. r--12" DRY UTII ., " w ,ri ITY;l > §; CONDI ITS '" !er--:~ ID ID GR DE AT ROAD F NISH SURFACE o-,. . ., I '1'" 12" DI :::c: +8 >-y ::, UTILIT' :::!!: I"--r--.: 0 V) - ~ tno:: z ::.------ __......_ ----- - @ l 63% 12" DRY U LITY L.F. 15:3 CONI u1rs, ~ -;.:55 -'';; -~ . -,'/.'l."lo ..------:;;,_ ----,i c' I. vv 1': 0)0, ._ 1.-----' '~ 5 1.-F. ~..-.,;.,; l"l ·oo -__... ---'\?:SI R-:;5 8 IN SS n CONNECTION -V I N~..,_..,__!_ :i:+o .. ~ .... -,,.-o-... -N~ r--:~ oi~ I")~ o'° o:3 oi:ll 00> co RR Oo r--~ ...... ,...,.._ 7+00 8+00 PROFILE VIEW LAKE STA: 1+00 - ::::i:mr-,.z::z.:c V) - : ntrZZ o-0)-..,- aj~ N~ co '"1 .. ~ "'~ --Oo Oo Oo ...... ...... ...... 9+00 10+00 SPRINGS DRIVE 16 + 0 0 HORIZONTAL: 1"=50' VERTICAL: 1"=25' l----:= ~ _.. ' ' ,_ .. .. "·-- 8"SD ~•uu - '« "' 5 • I")" ., °'-r--'o + ........ , ,!2 ! -r- -<Iii ::, ": ' 0:: :z;' - NO> ,... "' ., .. , ., , <0 , ,.._ -. ,,. . "' • ..,-"'::l .., ... 0"' 0"' 00 r--R ...... r--R 11+00 ' ., :1:l 0 -0 ... ::i ., ± ci + -r---.;: ~ ~ ~ ~ ,-ID i, ~ • l55!~ ,. .. ,o -'" 209 L.F. :;i ~~ -., .,,, _ C: 0 ~ ·O I +::lr--:,: ~ NO ;:, -r--z ~ lj::::::i!> "'°'z ~ o,<O ,,. ., , "' . ,.._ .... "' • .., ... .., .. 0 :3 0"' ... ... r--R 12+00 7 KEY MAP T ·1000' LEGEND EXISTING SANITARY CLEANOUT ~ EXISTING WATER VALVE ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE a PROPOSED CLEANOUT VALVE A PROPOSED WATER VALVE • PROPOSED FlRE HYDRANT ~ PROPOSED PRESSURE REDUCING VALVE j, PROPOSED AIR RELEASE VALVE ~ PROPOSED REDUCER ® PROPOSED WATER WELL PROPOSED 2' CONTOUR ~ PROPOSED 1 O' CONTOUR -----· EXISTING 2' CONTOUR - --5760----- - EXISTING 10' CONTOUR PROPOSED CULVERT -------EXISTING/F>ROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W.,14..0T LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE 2''\/ 2''\/ PROPOSED 2" WATER LINE 4''\/ 4''\/ PROPOSED 4" WATER LINE B''\/ B"\i PROPOSED 8" WATER LINE 12' 12'",/ PROPOSED 12" WATER LINE ass -PROPOSED 8" SEWER MAIN :11'11 -PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN .. .. EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~ PROPOSED GRAVEL ' ""' P(}INT ~· ~\I ~Ma ~-. LOW POINT STA = 13+39. 0 PVI S A -13+60 PVI El I V -7028.44 1_n - 9 A . . = 9.95 K = 20.10 ' ;,aae-------·- ~ - 0 ... ... ., .; I-j: "' 0 i;ze6e-. LU ~ ,;j -PROPO ,ED 8" w ~ WATER LINE w ~ ~M PIPE ~ r1;8" STD 7.82' -------INV: 70 ----= ~ I ,-18" STORM F IPE ~ -INV: 7027.6! -----I -------- ,eR-• 1 ~ -------- ---0 -.. ,. -.___ --~ 202 1.-F, 0 0.50~ 8"! DR 35 --., 0 ., .., ., ,;,"1~ "P. O>o 3'0 ~ ~ '+ ">-... ,3!:6 -< ---i;zeee- -V) ,:ZZ :? - 6988- - C?~ "'., .., ... ,,. <O ,,. ... i cl; 0 ... , ., ,,.._ . ., • <0 , <0 ., . r--• o· ., . ~ ~"' .;j .;j "'0 ... -"'"' "'<O 0"' o"' g~ 0"' 0 ... Oo ...... r--R r--R r--0 r--0 ,.._ ,.._ ,.._ 13+00 14+00 15+00 16+00 0 ~ g 0 u ~ z :, 0 u 0 ...1 w G: ~ RO A D P L A N A N D P R O F I L E S PP R D - 0 1 - P P 0 5 PP05 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 i -r • -- %-= ---------0 L.f. Nv ..... "'V "'V o,v ,...: IX! d IX! av !;j! "l r,rj CC! ., ... ui IX! ,...: IX! "' -"'V a"' ... ~ 0~ a"' a"' ... g ..,-N ... g ... g av Co ... g ... g ...... 16+00 17+00 18+00 - "' ... ...... IN CC! 'It CC! ., ,,, .,a a"' a"' ... g ... g 19+00 PVI STA 20+00 PVI ELEV 7066.84 A.D. = -2.00 K = 5.00 ... I!: ,,, + <ti "' ig - fl>.. ,;; ~ ID ID oN ....: I':: "' "' 0"' ... g 20+00 50 00' vc 399 L.F ...... ,,, ... ai CC! IN CC! "'"' ... 0 0"' a" ... g ... g 21+00 @ 3.04% "' ... ..... ui CC! (CCC! r-. N ... ... a" a" ... g ... g 22+00 PROFILE "' ... ...... ui CC! ui CC! ... "' ... "' a" a" ... g ... g 23+00 VIEW LAKE STA: 16+00 HORIZONTAL: 1"=50' VERTICAL: 1"=25' "' ... ..... . "' CJ) CC! "' . r-. N ... 0 0"' 0"' ... g ... g 24+00 SPRINGS 29+00 1 a• S ORM PIPE INV: 6983.75' L F @ 0.50% 8"SDR 35 107 • • LOWER ULB RD SS CO NECTION ...... IN CC! "' ... 0"' ... g Nv cri CC! "' "' 0"' ... g 25+00 DRIVE "'V av d CC! ...:~ "' "' "'0) 0"' Ca ... g ...... 26+00 28 Lf. "'V .,..:CC! o,N a°' ... g p OPOSED 8 W TER LINE -- s"SDR-@ .81% Nv "'V d CC! ...,:CC! "'V 0~ a°' -a ... g ...... 27+00 ... ..,..., ,,, ~ "1 l8 .. "' 1 Lf- ' ' ' ---- ~ ® ® a A • Iv .$, .. e ~ -- ----; ' ' ' ' I I : I : r : "I \ ' I \ ' ' I : ' -I --, I -t-J,-u~~\ I r -1000' LEGEND EXISTING SANITARY CLEANOUT EXISTING WATER VALVE J I I _J EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WELL PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR ----· EXISTING 2' CONTOUR -----5760------EXISTING 1 O' CONTOUR PROPOSED CULVERT -----EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE 2"',/ 2"',/ PROPOSED 2• WATER LINE -4"',/ .. ...., PROPOSED 4• WATER LINE 8"1,/ .. ...., PROPOSED 8" WATER LINE 12" 12"\J PROPOSED 12" WATER LINE ll"SS ll"SS PROPOSED 8" SEWER MAIN l2"IS -PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE PROPOSED SEWER SERV1 CE EX-1:S"SS EXISTING SEWER MAIN ~ EXISTING Yt1RE FENCE I I PROPOSED ASPHALT ROADS ~~~ PROPOSED GRAVEL ~ )> --0 I 0 18" STORM PIP (/) INV: 6994.00 I m m -I 7J 7J I 0 01 "' ... ,,, ... ...... . "' c-.j CC! ....= CC! "' • oN 0"' 00 -0 -Ol -0 ... ;:: ... ;:: ... g 28+00 29+00 0 ~ 0 ...l 0 u ?:: z :J 0 u 0 ...l 4l l.l.. 0:: c5 RO A D P L A N A N D P R O F I L E S PP R D - 0 2 - P P 0 6 PP06 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 LO 0 d._1 C...1 1-w w I CJ) ~. II 0 I-<( ~ -- -,_ , , -_, , . -- o 3,93% . ....... . "' "' • 0 N _o .... ;::: 29+00 --- a·s R-w ., ... ...... . "' . "' "' "" 0 co Co ::: 0 r:: F:: .... ;::: 30+00 PVI STA = 31+00 -• • l'"I -• -• I ...... A A.D. • 2.50 K 32.00 80.0 'vc "' "'"': -coco '.'J,-,(0~ -I ::.l •..--· ;j: +r,..r---1- ~ IN- :::.'21"lj!::z5 ... + ,.; ,g N --gi.., + 0) " .... I~ c,na:::ZZ 0 0 Iii "' ;::: i..i §/ <.) Iii ,'.. "' ?- > §/ ID ID ---------., s•soR-35 @ 5,59% 157. L,F.\ "' ~12• DRY Ulll TY .,~ CONDUITS -°'" ~ LO~S;o .-LO ·or--. I +:gr---1- gr!::z~ "'1;;"'>> I-~~~ --:i o°' "'0) I') ... "'~ .o 00"'1 N· ~,J -"' --_ .... -o ------.... ;::: .... ;::: .... ;::: .... ;::: 31+00 32+00 L,f, "1m o· N 0 -N .... ;::: "' ig"! ~ .... i!J N.,, • ,-. .... I+".-,....., I :lli ... ,-.,_ 0) "'"' oi -z=> CJ? ..... Cl) N "-O -I +r--: T"" ~ in °' ;;:; ;;:; CD C\I t0"'1 IIOl"')l'I- 0 .,co :::!!!l")r=:z5 •co •..--Ul--.-~ CD- l+r--:,.... _ :na:::ZZ I Nr--.1- ~~r=:z6 ~PROPOSE[ a· <-WATER LIi E : U>a::ZZ -------6,50 --c--~ • ',,., I .F. -s•soR-35 ~ L,.----Cl 6,31% 12" TEL -~~-0~~\ 1 i:..1. L,f. \ s·soR-35 CD 6.32.% \ 11o.·.,. t,.F. @ 6,37.% s•soR-35 .., ... C1 gJ ., ... Cf!m "' ... "! gJ ...... CC! m N ... . "' • "' . "' . "' . "' I') • .... . o· .... .... . ~~ ~ I") I') • "' • N"' N ,-. "'0 "'"' "'"' :!:~ ... 0) -N -N _,.., -"' _,.., _ ... _ ... .... ;::: .... ;::: .... ;::: .... ;::: .... ;::: .... ;::: .... ;::: .... ;::: .... ;::: t-' .i I I .1-i: J i,' vv 3+t-OO I /J. t\ i,, :-it-'~ ~l;:-i I KI Vi,, 3s+oo 37+00 STA: 29+00 -40+00 HORIZONTAL: 1"=50' VERTICAL: 1 "=20' N '., .... o"lt;-.rr--,. I +~1'1- ~,....z::::, ,..._o li;o,;;:;;;:; V ' ----=--CONDUI s -= - CD e.00% ~ -3 ,5 L,f. ~ s•soR-35 o 6,31% , . I I . .... gJ .., ... '"1 m N ... "! gJ .... ... • "' . "' • "' ....:I") ., . 0, • I') • "' • 0, • ~., ., "' ., 0) <0 N "' "' "'0) _., _., -"' -"' -"' .... ;::: .... ;::: .... ;::: .... ;::: .... ;::: .... ;::: 38+00 39+00 40+00 GRAPHIC SCALE 25 ro 100 200 1-1--1---1 ( IN FEET ) 1 inch = 50 ft. LEGEND EXISTING SANITARY CUEANOUT ~ EXISTING WATER VALVE ® EXISTING SANITARY SEWER MANHOLE ~ PROPOSED SANITARY SEWER MANHOLE i PROPOSED CUEANOUT VALVE A PROPOSED WATER VALVE • PROPOSED FIRE HYDRANT ~ PROPOSED PRESSURE REDUCING VALVE j., PROPOSED AIR REUEASE VALVE .. PROPOSED REDUCER ® PROPOSED WATER WELL PROPOSED 2' CONTOUR ~ PROPOSED 1 O' CONTOUR -----· EXISTING 2' cONmUR - --5760--- -EXISTING 10' CONTOUR PROPOSED CULVERT -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUIUDING ENVELOPE 2"\J "''"' PROPOSED 2" WATER LINE 4"1,/ 4"1,/ PROPOSED 4" WATER LINE 8"1,/ 8"1,/ PROPOSED 8" WATER LINE 12" 12''\rl PROPOSED 12" WATER LINE W'SI .. 'SI PROPOSED a• SEWER MAIN -:II SI PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN .. .. EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~ PROPOSED GRAVEL 7160 7140 7120 7100 7060 P-17 KEY MAP 7040 r • 1l00' 0 ~ 0 ....l 0 u ?:: z :J 0 u g 4l l.l. ~ RO A D P L A N A N D P R O F I L E S PP R D - 0 2 - P P 0 7 PP07 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 (0 0 I a_ a_ 1-w w I en 0 I- I 0 ~ ~ -s --- B"\J S"'w' B'",/ ;;RINGS DRIVE 0 PLAN VIEW -LAKE SPRINGS ' 0, 0 "' "' " + 0 .... ... e:: I ~ ~ ~ I - ~ ~ PVI STA = 41+00 PVI ELEV = 7175,84 AD • -450 , . K = 22.22 100.00' vc "' .... "' "' , 0 ~~ Naj:2~..-No' r-,.. ±;t~t=:!:::: r--o ~~::t>> _jC/JC?'.zz ~ . - s·s R-35 '~ A, .I~ ,..,.. ,t I -· . ....... "'0, 0, IX) ·"' . "' ~<'! 0, • "' • ., 0, ....... .... "' -., _ .... _ .... .... e:: .... e:: .... e:: 40+00 41+00 ' ... 0 "' "' + .; .... ,., e:: <ii ~ §;? "' w ?, 0 ... • IX) ., . .... ., _ .... .... e:: STA: 40+00 PVI STA = 42+00 PVI ELEV = 7177.84 A.D. = 2.00 K = 25.00 ' ,_ 50.00' vc - "' ... "' ... "' IX) .... 'l + .; + .... "' .... ,., .... ... -e:: .... ~ w §;? END ~ ~ w w r PROPOSED s• "' m WATER LINE I 4.0 w -- !ii:-----I ....... 0, ... 0 ... ...... • 0, • IX) • IX) . "' ., . .... . O• "' • ........ r-°' .,-., :;i _ .... _ .... _., .... e:: .... e:: .... e:: r== r== 42+00 43+00 "' ;::: ., + "' ... ~ "' B"\J LZ4 ' ' r DRIVE "' "' .; ., e:: ~ "' HIGH POINT ELEV = 7186.13 HIGH POINT STA = 44+47.15 PVI STA = 44+47.15 PVI ELEV = 7187.73 A.D. = -8.00 K = 20.00 160.00 vc INSTALL BLOWOFF, AIR RELEASE VALVE AT HIGH POINT IN 5• POTABLE ~ '" ~ B''\J 718 \ \ \ \ LSSSMff'\23 \ \ STORM ~RATE RIM: 718:1;!5°' \ \ INV: 7184.\0' 1s•-41 Lf ADS N-12 ~ORM PIP~ C -1.50% ~RADE \ ~ '- \ \ \ ' -~ -'\-~-~~ 11-+f\l+----22' ,P AVEMEN ' "- W/ 2\ GRAVEL _A SHOULDERS / . ~ " I(, "' -~ "' ~ ~ WATER DISTRIBUTION LINE7 ~--4.oo" ~ I o" 0"' . "' ci--: .... . ., "' 0,"' -IX) _., .... e:: .... e:: 44+00 PROFILE VIEW LAKE SPRINGS DRIVE STA: 40+00 END 50 , < ' 0 ... © ,i, GRAPHIC 25 50 7 P-16 P-17 KEY MAP f •1QOO' 0 SCALE 100 200 ~---I I I I I ( IN FEET ) 1 inch = 50 ft. LEGEND EXISTING SANITARY CLEANOUT ~ EXISTING WATER V/>J..VE ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE i PROPOSED CLEANOUT VALVE R PROPOSED WATER VALVE :,.; PROPOSED FlRE HYDRANT ~ PROPOSED PRESSURE REDUCING VALVE .. PROPOSED AIR RELEASE VALVE -.. PROPOSED REDUCER @ PROPOSED WATER WELL PROPOSED 2' CONTOUR @) PROPOSED 1 O' CONTOUR ----------· EXISTING 2' CONTOUR ------5760-------EXISTING 10' CONTOUR PROPOSED CULVERT -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE 2"\J 2"',/ PROPOSED 2" WATER LINE 4"',/ .. ,.., PROPOSED 4" WATER LINE B''\I .. ,.., PROPOSED 8" WATER LINE 12" 12''1w' PROPOSED 12" WATER LINE --PROPOSED 8" SEWER MAIN --PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN .. EXISTING ~RE FENCE .. I I PROPOSED ASPHALT ROADS ~ PROPOSED GRAVEL LINE TABLE LINE LENGTH BEARING L24 241.32 No5•30• 45'\J L30 168.21 No3•55• 43'\J L31 322.39 N46.44'26'1J CURVE TABLE DELTA CURVE LENGTH RADIUS ANGLE CHORD •ANGEN' C21 252.02 900.00 16·02'38· 251.19 126.84 C26 328.77 440.00 42•49,43• 321.18 172.49 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ RO A D P L A N A N D P R O F I L E S PP R D - 0 2 - P P 0 8 PP08 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 \ \ "' INGS '\ / /\ \ \ \ \ \ \ I I / 0' / I\"-; / I / ---__,/ - M 0 I a_ a_ 1-w w II CJ) I 0 I- I 0 ~ :? ,/ / 7200 N CX) 0 ~ «s 2 -1 ~ II II 7180 < .. .,_ (/) !!! '.'.J w > I > Q. Q. 716cf as: -2.00% \ 1+00 L / r • / WATER ~ INE I 1.90% -I ""! ~ ,..a . ., "' . <0 • "' .... "'<0 f::~ -., .... r--f:: 2+00 r--.... . ., :8.; f:: ~ .... L3' t::::;:::::!:=: .,,,,, PLAN VIEW LAKE SPRINGS DRIVE (NORTH) LOW POINT ELEV = 7155.19 LOW POINT STA = 2+98.53 PVI STA = 3+00 PVI ELEV = 7154.60 A.D. = 3.90 K = 30.74 ........... ,., ' . ,,.,,. "'"' ~"'": "'., f:: ~ 3+00 O> N • U) ,., . "'., -., r--f:: .,a • U) ,., 0 • U) :8 ui r--• "' .... f:: ~ f:: ~ .... .... 4+00 STA: 1 +00 9+00 HIGH POINT ELEV = 7159.27 HIGH POINT STA = 5+66.67 PVI STA = 5+50 PVI ELEV = 7159.60 A.D. = -3.00 K = 33.33 ,--100.00' vc --. r--0 • U) r--,., .N N 0 --"' • r--• r--• "'CX) "'"' "'O> f:: ~ f:: ~ f:: "' .... .... f:: 5+00 6+00 O> 0 • U) r--• "'CX) -"' r--f:: PROFILE VIEW -LAKE SPRINGS DRIVE (NORTH) STA: 1 +00 9+00 HORIZONTAL: 1"=50' VERTICAL: 1"=20' a,O --r--• "'CX) f:: "' f:: 7+00 "'0 • U) O> 0 --r--• "' • "' .... "' .... -"' -"' r--f:: r--f:: 8+00 ... 0 • U) "'0 --r--• :;, is "'"' -"' F: F:: r--f:: 9+00 LINE TABLE LINE LENGTH BEARING L25 253,75 N05"'30' 45",J L26 211,54 N06•11'49'E L27 65,24 N06 •14 1 12'\r/ L28 96,81 N06.14'12'\J L29 121,32 Nll .55'20'\J 50 I 0 c•-• -- -------- ' ' ' ' ,, .... , , --.....t:if~~:~~j~,t ·,I I ! <( -] : I 25 I ~ ® ® i A ~ ~ !. ~ © ~ J I I -15 j p-i(EY MAP P-17 r • 1l00' GRAPHIC SCALE 50 100 I I ( IN FEET ) 1 inch = 50 ft. LEGEND EXISTING SANITARY CLEANOUT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CL.EANOUT VALVE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUaNG VALVE PROPOSED AIR REL.EASE VALVE PROPOSED REDUCER PROPOSED WATER WELL PROPOSED 2' CONTOUR PROPOSED 1 O' CONTOUR ------· EXISTING 2' CONTOUR -5760-----EXISTING 1 O' CONTOUR PROPOSED CULVERT -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE e!'W e!'V PROPOSED 2" WATER LINE 4''\I 4''\I PROPOSED 4" WATER LINE B''V B''\I PROPOSED 8" WATER LINE le!' le!'V PROPOSED 12" WATER LINE -PROPOSED 8" SEWER MAIN --PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE EX-t5"S:S EXISTING SEWER MAIN EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~~~ PROPOSED GRAVEL CURVE AJJLl DELTA CURVE LENGTH RADIUS ANGLE CHORD -ANGEN C22 122,62 600.00 11"'42'34' 122.41 61.53 C23 130,21 600.00 12·261 01' 129.95 65.36 C24 49,62 500.00 5•41 1 08' 49,60 24.83 C25 69,76 500.00 7•59,37, 69,70 34.94 200 I 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 RO A D P L A N A N D P R O F I L E S PP R D - 0 2 - P P 0 9 PP09 ---- ----- ------ CX) 0 I a.. a.. 1-w w II en I 0 I- I 0 ~ ~ --· -. -- IR-35 .,o -- in :ii ,::: r:: 9+00 ' 0 N + 0) <ii §;' ., - <:::::.:,~ ---,'\,,8 C22 0 l\,,e ,'\,,8 0 PLAN VIEW LAKE SPRINGS DRIVE (NORTH) STA: 9+00 END LOW POINT ELEV = 7151.80 PVI STA = 15+80 ' LOW POINT ELEV = 7155.73 HIGH POINT ELEV = 7156.80 LOW POINT STA = 12+85 PVI ELEV = 7165.10 LOW POINT STA = 9+53.33 HIGH POINT STA = 10+60 PVI STA = 13+30 A.O. = -1.08 PVI STA = 9+70 PVI STA = 10+80 PVI ELEV = 7147.60 K = 46.22 PVI ELEV = 7155.40 PVI ELEV = 7157.60 A.O. = 11.00 _, ,_ 50.00' vc A.O. = 3.00 A.O. = -6.00 K = 30.00 K = 33.33 K = 20.00 "' ' ., 330.00' VC ' + ' ' " 100.00· VC 120.00· vc - 0 ~ 0) "' ,ci 0 -: ~ .; -., "' :;i~ i',rj ;ii ai ., ,::-0 " "' "' ~ ;:: N . . "' ... ... ' "' •• ' ; ' 1+r:: 0 ; ('I r-t?l"')l"lit,. 0 0 ~ l"')i',tti g: «>-q~!;, ;j: " ! w ~ ·' "i' N ± ~~r::;::::~ '¢ N "' 0 ..... r---...::t ;:: f--;!; ,ci N i gr--.aiirl ~ "' ( §;' il ., .,;. NtQ"!:'<t-r,,. N !l . ;:: -' w > :::E r::zz6 ± + C0f")l"')r--,. ! a, z5 -;:: "' "' +~r::;::::~ ±+~;::::!= I ±:,h: §;' w en ----I :,: <ii . ti~ >> ~ ~ ~~~~z~ ~ ,-___:;::::zz5 iii .--r-,..Zo el r--o > --zz w <ii w ! ~ ~::::t>> :!,:,e> w ., > §;' §;' () ~::::i:>>> ~ -., v,a::::ZZ no,:Z ~go% w w a, ~ -a::ZZZ ---' -' ,-18" STORM PIPE cc ~DUITS --A ----INV: 7152. i2' r 18" STORM PIP ----~- INV: 7148.86' -7 no" ...,.------_,._ -~I -. . -~ ---__ , oo.,,.-------- ' ----' , 158 LF. 0 0.50% 8"SDR 35 154 L.F. II 0.50% 8"SDR 35 111 L.F. ' SEWER PROFILE •c• CC l'INECTION VAN CLEVE LN SS CC NNECTION ., ... ., ., "': CX) 00 .,o .,o _o • " .o " .... • CX) .o •O in :::i ~ .; ., . ., . " • :g ::i "' • "'., "'., ., ... u,N "' ---"' -"' -"' _., "/::: " /::: " /::: r--/::: r--/::: /::: /::: r--/::: 10+00 11+00 12+00 ~--• 126 L.F. O 4.5~n p ROPOSED 8" 0 2.83% 8"SOR-55 I\ "-TER LINE ., ... .,o .,o "? ,!; 0 NO ., CX) • CX) . "' .o ~ "' .o .N ... . ... . :g "' • u,N .,;. -:ii m ., . .,-"' <O <O., <O., _., -"' "' -/:::~ /:::~ r--/::: r--/::: /::: /::: r--/::: r--/::: r--r-- 13+00 14+00 15+00 16+00 PROFILE VIEW LAKE SPRINGS DRIVE (NORTH) STA: 9+00 END HORIZONTAL: 1"=50' VERTICAL: 1"=20' "': ~ 0) 0 .N r--., --., . O> "' ., . "'0) <O ""' _., " /:::" -/::: r--/::: r--/::: 17+00 ll /'v,8 ,.,,,. PVI STA -18+00 PVI ELEV = 7178.12 A.O. = -1.92 K 3650 = . ~ 70.00' vc ~· "' "' :g + .; CX) " ;:: <ii > w §;' w ., o"' • 0) ., J::: " /::: /::: 18+00 ._;::::::.:-= 5 ,.,,,. "' N Ill di N ., 'f "' '" 91 " ;:: ; .. , ~ > w [L ,---PROPO l':D 8" r n,,Tc, u"~ ----~ % -7 -N o,N o,N "' ~ ----"' • CX) • CX) ., "' ., ... _., _., r--/::: r--/::: r--/::: 19+00 "''" "' "' I ri a ., ii: A ... HIGH POINT ELEV = 7186.13 HIGH POINT STA = 20+40.23 PVI STA = 20+40.23 PVI ELEV = 7187.73 A.O. = -8.00 K = 20.00 160.00 vc INSTALL BLOWOFF, AIR RELEASE VALVE AT HIGH POINT IN 8" POTABLE \WATER DISTRIBUTION LINE \ 7200 \ -4 00" \ 7180 7160 7140 o"' • " o"' --0 ::i o· 0, 0, l3 /::: r:: r:: /::: 20+00 "' l:i ci N + " :z 0 .,;. I ., /::: a.. ~ w w a.. §;' w I-w --.~ 100 0 I- I 0 I-<( ~ 1----1 ' ' ' ' ' ' ' ' ' ' I : ' I ' ' I : I \ I : ' ' 7 p~EY MAP P-17 T •1000' GRAPHIC SCALE 50 O 25 50 100 200 I --I I LI.~-~-I __ ___JI ( IN FEET ) 1 inch = 50 ft. LEGEND EXISTING SANITARY CLEANOUT ~ EXISTING WATER Vl>LVE ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE i PROPOSED CLEANOUT VALVE iR PROPOSED WATER VALVE ~ PROPOSED FlRE HYDRANT ,t PROPOSED PRESSURE REDUCING VALVE J, PROPOSED AIR RELEASE VAL VE JI PROPOSED REDUCER @> PROPOSED WATER WELL PROPOSEO 2' CONTOUR §) PROPOSEO 1 O' CONTOUR ----------EXISTING 2' CONTOUR -----576Cl------EXISTING 10' CONTOUR PROPOSED CULVIERT -------EXISTING/PROPOSEO EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE 2"',/ 2"\J PROPOSED 2• WATER LINE .. ..,, 4"\f PROPOSED 4• WATER LINE 8'",/ 8'",/ PROPOSED 8" WATER LINE 12''\J 12"W PROPOSED 12" WATER LINE aa B"'SI PROPOSED 8" SEWER MAIN --PROPOSED 12• SEWER MAIN ws PROPOSED WATER SERVICE PROPOSEO SEWER SERVICE EX-15"SS EXISTING SEWER MAIN .. EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~R.P~ PROPOSED GRAVEL LINE TABLE LINE LENGTH BEARING L25 253.75 N05"30' 45'1{ L26 211.54 N□6•11149'E L27 65.24 NOG•14'12'\J L28 96.81 N06.14'12'1{ L29 121.32 Nll "55'20'1{ CURVE ABLE DELTA CURVE LENGTH RADIUS ANGLE CHORD TANGEN" C22 122.62 600.00 11•42'34' 122.41 61.53 C23 130.21 600.00 12·261 01' 129.95 65.36 C24 49.62 500.00 5•41 1 08' 49.60 24.83 C25 69.76 500.00 7•59,37• 69.70 34.94 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ RO A D P L A N A N D P R O F I L E S PP R D - 0 2 - P P 1 0 PP10 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 -- P-16 P-17 KEY MAP 7250 7240 7230 7220 7210 7200 7190 2 7180 TU1I ELEV '1'1'75.00 ,., 0 "' ,::: r. 1lOO' ~ " ,:: - II II J ~ • _;:: II 11 r t [j I ~ ' o• .v,. -0 0 ,., "! g -lli "' "' ,::: r:: -.... 1+00 PLAN 18" STORM PIP .... •, -~---. "' .... ,., N 0 ~ f/l ill ,::: r:: r:: 2+00 VIEW STA: ' 0 ,., -"' --N ,::: cii ~ f2 w "' - "' ., .... g g ,::: r:: LAKE SPRINGS DRIVE (NORTH) SEE SHEET PP-09 -HIGH ALPINE DRIVE 1+00 -14+00 t 'I ~IA 3+.<u PVI ELEV = 7193.2 A.D. = 3.50 ~ .......... 120.00' vc ' -w ... ., ,-.: + "' ,., ,::: .. ~ w ~ w -12" WAl ER w DIST1RIB1 TION LINE -12" DRY UTI ITY 7 no'"- CONDUITS . N CD .... !9 ,-, N .. ,., "l :;i ..... . ., . ,., ,., . :g 1,j "' . N" :g ~ a,N "'"' oN r::~ ,::: ,:::~ NO N ;:: ,-..N .... .... .... .... 3+00 4+00 5+00 LINE TABLE LINE LENGTH BEARING L46 298,74 S84.29'15'w' L47 50,13 N19.34'10'E L48 39,09 N33.21'56'w' CURVE TABLE DELTA CURVI LENGTH RADIUS ANGLE CHORD TANGEN- C39 123.16 380.00 10•341 09' 122.62 62.12 C40 307.40 380.00 46*20'56"' 299.08 162.67 C41 91.46 300,00 17"28'01' 91.10 46,09 C42 185,71 300,00 35•281 05' 182,76 95,94 C43 152,76 300,00 29•10 133' 151.12 78,08 PVI STA -6+30 - PVI ELEV -7214.92 A.D. = -3.00 K = 26.67 ' 80.00' vc ' 1,j ... :i=a:j :l:EH,Jl~ I 0 "' en+ •"!:; .... .; ~ N • N + [gr... <~o .... ., 0 -1,j 'l' "' "' "' ~>> I o,~(C "' .... < 1c;::;r-.:..-"' ;... 8 ~ ~"'.:;El ,;_; +o" -cii ~ io~z I t0 NW ~ ,;_; :,: ~"l .... w < (..) ,. ... eno:Z "' en o°' "' N "' 0 "' . N "l 0 ~ ,., I DlN + 0 ,., :x:m~r---0 ~ -en NI- ~ct~~ [ii w "'"'"> -> <,,-z "' "' :,: "'- 12" DRY UTILil ' CONDUITS - ·CS'o. ~ W NK ACCESS-ROAD ~ _ S!:!_EErff""1&-_ PE ---_ ----------_ ----------- HIGH POINT ELEV = 7232,42 HIGH POINT STA = 11+14,55 PVI STA = 11+50 PVI ELEV = 7235. 72 A.D. = -11.00 K = 23,64 260.00' vc "' N co co ci 9 "!co £-I " ~i INST LL BLOWOFF, , " I-~"' • .,,.,.. \/Al \JC" AT i::, -, r:POII T IN 8" POTABI 0 i ~i > WAT R DISTlRIBUTION z -12• DRY I CONDUITS , " ' R ""'-' . LINE TILITY -- 0 'l!. .., 0 ! II >- Cl) -~5 0 .... -__ .. -- ~ ~,. I ~> '---~ .. 0 ~ :,: "' =z --A a·s R-35 137 L.F. I 4.05% ----• - 8 L.f. 0 ......... -1( e•soR-35 0 6 _39% f . GH ALPINE WA' ; CONNECTION ::l ., 1ii "' "' N N _,N N "1 ~ 0 ,,; . "' .... ..... ": oi "' "' . .... ,-.: "' . ~ ~ -"' -"' 1,j ~ ~ ~ ~ N-~ ~ N-~ N .... ~ .... ~ .... .... .... 6+00 7+00 8+00 PROFILE VIEW -HIGH ALPINE DRIVE STA: 1 +00 -14+00 .. \ -• -.. LINE ; (2) FROM WEI C! ~ ""-:~ ~ "! [:. ~ "' . g oi N" N NN N 1:j .... ,-..N .... .... .... .... 9+00 10+00 HORIZONTAL: 1"=50' VERTICAL: 1 "=20' "1 ~ 189 LF. A,_ u SDR ,35 l ,., Pi "' "' .... .... "' ,., "' "l ~ . "' . "' ;:I; "' ~ ;:!jo N" ~ ,., "' N t:i N ,-, NN .... .... ,-..N ,-..N .... .... .... 11+00 12+00 LEGEND EXIS"TlNG SANITARY CLEANOUT ~ EXISTING WATER VALVE ® EXISTING SANITARY SEWER MANHOLE ~ PROPOSED SANITARY SEWER MANHOLE ~ PROPOSED CLEANOUT VALVE A PROPOSED WATER VALVE • PROPOSED FIRE HYDRANT i, PROPOSED PRESSURE REDUCING VALVE @ PROPOSED AIR RELEASE VAL VE NN .. PROPOSED REDUCER ® PROPOSED WATER WELL PROPOSED 2' CONTOUR ~ PROPOSED 1 O' CONTOUR -----, EXISTING 2' CONTOUR - --5760---- - EXISTING 1 O' CONTOUR PROPOSED CULVERT -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE 2''\I 2"\I PROPOSED 2• WATER LINE 4''\I 4"\I PROPOSED 4• WATER LINE B''\I B''\I PROPOSED 8" WATER LINE 12' • 12" .. PROPOSED 12" WATER LINE .... .... PROPOSED 8" SEWER MAIN 12':SS SIii PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE 0:-1l5"SS EXISTING SEWER MAIN .. EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~~ PROPOSED GRAVEL 19 a_ I N ., ...,; ,., a_ ~ 9 ..... ~..i: Ii)....... • ..... ■ 1-w w I CJ) ' I~"!..-r-,.. ' ■ Gl+~~1-- Cl) N N ~ ~ o.--r--zo ·-. w :c liio::zz _J C ' w_.,...... -' ! ------' . - 1J , L.F'. - @ 7. l3% a•=~ F - ~ I -• ' ~ ~ ,-, N N ..N 0 .N ": .N 0, • ~ N• N ,n ~ N CXl NN N .. -,-..N .... .... ~ .... 13+00 14+00 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ J I BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 RO A D P L A N A N D P R O F I L E S PP R D - 0 3 - P P - 1 1 PP-11 LINE TABLE NORTH LINE LENGTH BEARING L49 924,27 so4•11'23'E LS0 346,68 S08"52'58",1 LSI 81.56 Slr49'03'E GRAPHIC SCALE sol L •1 • --25 50 I_I 100 200 l __ ~I CURVE ABLE DELTA CURVE LENGTH RADIUS ANGLE CHORD TANGEN" ( IN FEET ) I inch = 50 ft. C44 91,26 400,00 13.04'21' 91.07 45,83 C45 90,32 250,00 20•421011 89,83 45,66 PVI STA, 18+00 00 ' PVI ELEV, 7190,22 K, 34,80 LVC, 449,95 ru ,.... LO\./ PT, STA, 18+18,66 0 (J\ LI") LI") LO\./ PT ELEV, 7197.45 ,.... 0 + ru If) ,.... -0 w ,;;; u u ~ > > I "" "" a.. r1 I .. "' .. l"')r,I')~ UJ . oo"! 0 'q'" • •«:1 :g i:i """' I ,.fc::;jt")f"").,... 0<() 00 ID w I ~•IO~ 0 (X) :,: IO .cnoor--,. ~ CD U') • • 0 (J\ ? +or=::r=::t-CO or---N ~ ~~r--,_ . .,......;~~ ·-~ "'"' -. !!I ,._N =, ,.... 0 C . __ ..., O• .--r--.::!l:o ~12• WA !rER + ru ~j5::::E>>> +S;;:::1--t- ~ If) ,.... co,.... :::>:::::, r , <C~>> DISTRIE WllON LINE Icnet::ZZZ ......... zoo ~~ 1~,,.,.zz II II <----.-.,. -i-7.orr-,-,= w tna:::ZZZ ---_J ---- t,,) .... w 6 8~ ---- ----I .:::---. >---18" STORM Pl ~E -INV: 7192.80' ...L. . ·~, -F. () ,. 8,80% ...____~ I ■ i --"-35 - I'•' .. •-~u 8 SDR ·vv 179 LF. 0 0.50% 187 ~F. • 8-IN SS 3 CONNECTION _J v N <O N CD N r--N "'N "' .... r--.... "'"' co°' N r-, "' .... r,jt'o_! ..... , N _,-. -"' . "' . "' . "' ,:IX? .a .a .... . "' . 0, • "' • -• .... . "' • "' • ., . N ID _ .. N~ a" av 05 0, 0, o, ID 0, .... o, ID 0, 0, N-N-N 0 N 0 "'"' -°' -°' -°' -°' -°' .... ~ .... ~ ........ r--~ r--~ ........ .... ;:: .... ;:: .... ;:: .... ;:: .... ;:: 14+00 15+00 16+00 17+00 18+00 19+00 EXISTING SANITARY CLEANOUT EXISllNG WATER VALVE EXISllNG SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR RELEASE VALVE PROPOSED REDUCER (X) "' (J\ If) ,.: M ru o + ru or-- ru -w t,,) u U> >w w l!:' -iiiN I •l"lN(XJ I 1••)c0r:: ~ ~r=::1-- 0 '~2!:0 "' < :,e>> :,: -zz "'-- ~ " - 0 0.50% r--N v°' ~~ crl CI? ~~ .. . o,O Oa a'° _a N N N 0 .... ~ r--.... r--~ c_..-- r--N _,-. CX) • a°' N 0 r--~ LEGEND ----~)----- ---5760----- PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR EXISllNG 2' CONTOUR EXISllNG 10' CONTOUR PROPOSED CULVERT EXISllNG/PROPOSED EASEMENT WS-----SSr----- EXISllNG BOUNDARY ---•EX-15"SS ---• 2"1,/ "''" 4"\r,I -t-"'w' 8"\J 8''',/ 12"'vl 12''\rl •• 8"SI ' 4Qu - -" <O N -0, ,: C'o_! "' . -"' _., N-N- .... ~ .... ~ PROPOSED R.O.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE PROPOSED 2" WATER LINE PROPOSED 4" WATER LINE PROPOSED B" WATER LINE PROPOSED 12" WATER LINE PROPOSED B" SEWER MAIN PROPOSED 12" SEWER MAIN ru 0 "' '.!1 0 0 -ru + ru M ,.... ru w ,;;; u u > > "" "" INSTAI L I LOWOFF, Alf --· ---bVE--A+-E--N- HIGH POIN' IN 8" POTABLE WATER DI pTI' BUTION UNI . -- 0 O 6,8:3% 0, .... a°' "'"' ... ,0 -., r--• NIN "' . -°' "' "' "'-N°' N°' .... ~ r-, N r--~ .... I I ~ ' HIGH PT, STA, 24+42,26 HIGH PT, ELEV• 7224,20 0 q .... a) ~ .. I •o-.--I~"":~ :::E +rt1--(l)l"')N=> 0 -ll::<:::E> <1--z :::C(l)Q::_ A r--ID r--"' ---., ..~ "' • "'"' "' "' No, N°' r--.... r--~ r--.... .0 "' • "'"' N°' r--~ PROPOSED WATER SERVICE PROPOSED SEWER SERVICE EXISTING SEWER MAIN EXISTING WIRE FENCE PROPOSED ASPHALT ROADS PROPOSED GRAVEL STORM GRATE / RIM: 7217.95' , , ' ' INV: /215.41' \ \ \ \ / '---.___ \ I ) \ I (X) st M ru as ru M ru + ru If) ,.... ru w ,;;; u u > > w w -- I ,~•~u~ \ / r -.,), -J:"1.u"I 28+00 I I -0 --< II -1'.;,e, N CJ) + 0 ~ 18" STORM PIPE INV: 7209.6 / "" "i PVI ST A, 28+44,31 PVI ELEV 7211 48 I Ki 27,03 LVC, 100,00 LO\./ PT. STA, 28+67,28 LO\./ PT ELEV• 7211.85 -M -<"l (X) M ,.: st - (J\ !':l (J\ + ru + ,.... ,.... (X) ru ru -w t,,) u ,;;; U> u > "" > "" w • -2,]n / I '---18" ST DRM PIPE APPROXIM ,TE EDGE OF C 115. __/ INV: 7 15.76' PROPOS "D CONNECllON POINT 10· s ORM PIPE_J INV 7209.25' _ .... o,O r--., ID N "' .... v°' co" •O oi~ . "' • 0, ..... ~~ i~ "' . ., . "' • N' "'0 NN _., _ ... _., -N N "'°' N-N-"';;; N- .... ~ .... .... .... .... .... ~ .... ~ r--.... .... ~ I I I I I \ \ I--+-/----+----' ) I f I I \ i (X) (J\ --ru ,.... w u > w ( \ \ i I \ \ t \ \ \ ! I \ \ _---+--+---'ti I \ I 1 -I l I ) 18"-95 LF ADS ~l 12 STORM PIPE / 0 -1.07 GRADE J / / I ------------ ru """' st ru + ~ ru II <[ ~ 7250 ;;!?240 ru -ru ';7230 > w _J LJ220 7210 7200 7190 0 ~ g 0 u ~ z :J 0 u 0 _J w G: ~ 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 PROFILE VIEW -HIGH ALPINE STA: 14+00 END HORIZONTAL: 1 "=50' VERTICAL: 1 "= 20' DRIVE BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 RO A D P L A N A N D P R O F I L E S PP R D - 0 3 - P P - 1 2 PP-12 -----------,,,,,,,,..., -------- --------------------- 0, I-a_ I a_ 6980 6960 ~ IX) .., r-: .., Ol <O "' 0 0:: ~ C "-w • 1/) ~So? ...... WC\10::,5 .,..,.a. -.'-'N <oC\1-.d: -, . .., ~ o<OgO) ~ •zo,CO ~ "'f--O>>-::J u,-= ~ "'x>> 0:::UJZZ O> [:, 0 "le 0 gj: ci + !!1 -~ II -11 <O II II ~ ,_ ~ i';'; w iii > ~ a. > a. a. ~ tu <( w 2.00:11 2.0Q,c ~~ 6940 DATUM ELEY 6920.00 0+41.29 ._.-1--v- "'O> . "' .... ..,.o 0)"' CO Ol "' 1+00 ,__ ~ i:f PVI STA = 1+95 PVI ELEV 6953 43 = A.D. = 2.00 K = 32.50 ' ,-.-65.00' vc ~ ' 0 IX) "' ,,, 0 ,,, r-: 2 "' -"' £i £i +. ~ + Ol -"' ~ w ~ [ii ~ w ID ID 12" DRY '-UTILITY V_ CONDUI 1 • 4_00~ ---" ./ B"SDR-~5 Cl 7 ,44 C --=' .., ,,, "'"' ... ,,, • co • IX) ..... .... . .... :;; :ii ... -"' :;i Ol ,o co ill Ol o, "'0, co"' "'"' 2+00 .., "' "j "' + ui .., Ol <O Iii !,1 ~ -ii, PLAN VIEW -LAKESIDE LANE STA: 1 +00 -END HIGH POINT ELEV = 6967.23 HIGH POINT STA = 5+25 PVI STA = 4+50 PVI ELEV = 6968. 73 A.D. = -7.50 K = 33.33 250.00' VC co co"! g o- ; oJ:I] fl ailC)~(O -«> COt- i ... +o, :::, <D~O ~:>>> -:ni:i::ZZ - ... ... "l ....... l8 ., "' . ., .... .; ,.-,aqg~m + Ol"')r-,:mU) "' ., Ol l+U)COt-<O ~IOO>ZJ Iii "'-0 ~ w ~.,;1;;"'>> ~ it:~~ ----.c------r--- R-35 96 LF. 0 0.50:11 8"SDR 35 192 ~.F. C 0.50:11 100 LF c 1.64:11 8"SD .., ,,,q NO -. ., --:~om •o,-I ~~COi- j ri:>mza ., ___ -no:::~~ --: ::2 ov .., O> O> O> _ ... ...... .... ., ui "'? • IX) . ,,, r-,'."'": -i ""': . ... N• .... .,: IX) • N• <O Ol "'"' "'"' "' .... "' .... "'<O Ol ,o Ol <O "'<O Ol <O Ol <O m'° m'° "'0, co 0, "'0, "'0, <0 Ol "' ill CO Ol "' <O co"' "' <O "' 3+00 4+00 5+00 6+00 PROFILE VIEW LAKESIDE LANE STA: 1 +00 -END HORIZONTAL: 1 °=50' VERTICAL: 1"=20' ... 0 I :r: ii'i 1/) ---' ---' 6980 1.50 -- 8"SDR 35 "',,, _,.._ N• "'"' m'° co 0, "' "' .,; <O 0) co q 6960 6940 al .,: ~ "' 7+00 LINE L57 L58 L63 L64 L65 L66 CURVE C51 C54 C55 C56 LINE TABLE LENGTH 177,16 191.66 50,00 58.38 45.37 30.93 I GRAPHIC SCALE 50 0 "' 50 100 ~---I I I I ~ ® ~ A A • !, j, ~ © ~ ( IN FEET ) 1 inch = 50 ft. ,----, ' ' ' ' ' ' ' ' \ : I : I \ ' I ' ' I \ ' ' ' ' I --:--/ µ~t§§'~ ; I ' ,......., _,,., : I ' ' : 'l-l=e,~-,':11-l- ' ' L. ' • I KEY MAP T •1000' LEGEND EXISTING SANITARY CLEANOUT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WELL PROPOSED 2' CONTOUR PROPOSED 1 O' CONTOUR -----· EXISTING 2' CONTOUR - --5760----- -EXISTING 10' CONTOUR PROPOSED CULVERT ----------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE .. ...,, E"\J PROPOSED 2• WATER LINE 4'"J 4"\J PROPOSED 4• WATER LINE 8"1J B"IJ PROPOSED a• WATER LINE 12:"\J 1C" n PROPOSED 12" WATER LINE -... PROPOSED 8" SEWER MAIN --PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN .. .. EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~~ PROPOSED GRAVEL BEARING s05•41'23'E N46 •S2'36'E Nos•4s'44"\v Nos· 45' 44'\./ S14"58'21'w' S37"27'00'E CURVE 200 I LENGTH RADIUS TANGUlll ECH□RD BEARING CHORD DELTA 248.36 300,00 131.80 N70•35'36'E 241.33 4J♦26'01" 158.60 380.00 80.47 N06•11'41"E 157,46 23.54'51' 79.62 220.00 40.25 S04 •36 119'"v/ 79.18 20•44'05' 137,24 150.00 73,85 Nl1°14'20'w' 132.51 52"25'20' 0 ~ g 0 u ~ z :J 0 u 0 .J w G: ~ BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 PP R D - 0 3 - P P - 1 3 RO A D P L A N A N D P R O F I L E S PP-13 ~ II I a_l () I-I-WI 1100 ' q 0) ~ il 811? ~ ... + .... _:g , ... II,-.. II t5~ "' i l,.J > , .= a. ii' " LOW POINT ELEV = 7086.13 LOW POINT STA = 1+90 PVI STA= 1+90 PVI ELEV = 7085.00 A.O. = 6.00 K -25.00 150.00' vc ... .. ..... -.;;I-"! -.t;~O'J ·:r-,.coco { !PROP( SED 8" N ·oo .,.:3,...,-..., WATEF LINE +o ,....r-,.zz;;c • ~ -. " -~i=::::e>> ...JU)ct::ZZ I l~V: 7082.79' <( WI ~I 2 .o --~ I (/) 7080 LAKE SPRINGS DR SS CONNECllON DATC/11 ELEY 7080.00 "' . ~ .... 'L,..,..,,..111 .. --... -1-----T' ~ _..,.----- '--1 " DRY UlllJTY C DNDUITS 1! 2 L.F. ~ 0.50% "'""' ....... <O"' "'"' oci '9 .... . .., . "' "' • iii :8 <O • ., .... "'<O "'<O 0"' o"' 0o 0"' r-R ,-..o ........ ,-..o .... .... 1+00 2+00 ' "' ~ "l " .... " :g .... . ~ ~ w .3. - 8"SDR ' 0 HIGH POINT ELEV = 7088.90 HIGH POINT STA = 3+50 PVI STA 3+50 = PVI ELEV = 7089.80 A.D. = -6.00 K = 20.00 120.00' VC ' 0 0C! -"' +., ... 0 .... ~--00 ., >w w§: 0, • "'C? + ill ., .,._ w N 0 "'"l ~o...:~ .... ~~ c-,J:::; ~ ..... ,,. - fu w ;: "!§1< -+rx>""t-§: ~I vR~5 0:8r---1-<D ;j;gz~ ~~~~ i=:::E>> IJHt::ZZ -------------- ---- 35 100 L.f. 0 . 50% B"SDR 35 105 L.F . "' .... .N ...,o • 0, 0,"' . N 0, • .,.. 0, • "'"' 0, "' "'"' 0"' 0"' 0"' ,-..o ,-..o ,-..o .... .... .... 3+00 4+00 '.OO!!: ~ --........ ' .... ~ ~ ,-..r--; co O?je < "' ,; :g t")~or:::o .... Oi.n •ol'-I o:gr---.1-I+ .;; :::i;U')gz~ fii &i ~:::E>> -' cnir~~ / LOW POINT ELEV = 7083. 78 LOW POINT STA = 5+96.46 PVI STA 6+30 = PVI ELEV = 7081 .40 A.D. = 8.20 K = 30.49 250.00' vc ., ., "': _, N ~coN" -cor---!? ol"')j:::: +"' I-roRz5 <:::e>> (/)ct::~ -/ 18" ,TORM PIPE- IN : 7080.30' --,- 0 0.50% B"SDR 3 99 L.F. 0( .50% 8"SDR 35 100 L.F. 01 58% 8"SDR o,O .,o N "' .... "' "'"' . "' :;i ::l I")"'"= ..... .N l3 co .,.. "' • "' ... "'"' ., ... 0"' 0"' o"' 0"' 0"' ,-..o ,-..o r-R ,-..o ,-..o .... .... .... .... 5+00 6+00 ~ ~ '":;!!: ~. ~ ... o g' ·~" :3,-..,_ ,,-..:z;cS ~:::E>> -:no::ZZ 35 0 ... . "' :8 ~ 0 .... .... 7+00 PROFILE VIEW -HANGING VALLEY ROAD STA: 1 +00 -END ' ~; .... w §: w ~PRO ,osED 8" 1 •ur ~ 0 •. a7% 2u,.. ._. ., ... N ... " CC? .N 0, • "' .... .,o 0"' 0 0, ,-..o ,-..o .... .... 8+00 HORIZONTAL: 1"=50' VERTICAL: 1"-20' -., CD ~i :g o..--v 0 . .,.,,... "' ·o I *~;~ I ,. ~ r-_o ~:E>> - ,~ ( DRY UllLITY PNDUITS 5.?0% :::----:; =-- 8"SDR-35 126 ~-• 0, ... . "' N ... .... ...... .o mc,,j "' .; "' • 0, 0,"' 0 0, 0 gJ 0 0, ,-..o .... ,-..o .... .... .... 9+00 "' R 0 gj ;j; 0 .... ~8 <D> <D PVI STA = 10+20 PVI ELEV = 7101.68 A.O. = -3.50 K = 26.57 100.00 vc R "' "' " 0) + 0 .... 0 d -,:: "' ti ., 0, ~ .. ;•0>0 ..., .... >~ I + 0 I-I "'w ~ 0-::, -r-o ~:::E> "l cnir~ A -1: Q'l! 7100 -A ""IA.,,\ a·soR-35 \ \_:GATE VALVI AND CAP END OF POTABLE WATER LINE 7080 FOR FUTIJRI CONTINUATION. 7060 0,"' ..... 0 ... .... c,,j"""= .o 0. "' • 00 o°' 0"' _o _o ,:: 0 .... ,:: .... ,:: ,:: 10+00 11+0011+10 ~ ® (S) a IA • ~ ,!I, .. ® §) r----j ' ' ' ' ' ' ' I : I \ I \ ' I ' ' ' ' I \ ' ' I _J KEY MAP T. 1000' HJ.HON LEGEND EXISTING SANITARY CLEANOUT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED WATER VALVE PROPOSED FlRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WELL PROPOSED 2' CONTOUR PROPOSED 1 O' CONTOUR -----· EXISTING 2' CONTOUR - --5760--- - EXISTING 10' CONTOUR PROPOSED CULVERT -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE 2'",/ E'",/ PROPOSED 2" WATER LINE 4'",/ 4'",/ PROPOSED 4" WATER LJNE """' B'",/ PROPOSED 8" WATER LJNE 12'",/ 12'''" PROPOSED 12" WATER LINE -... PROPOSED 8" SEWER f.lAIN --PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN -.. EXISTING ~RE FENCE I I PROPOSED ASPHALT ROADS ~~~~ PROPOSED GRAVEL LINE TABLE LINE LENGTH BEARING L39 204,13 N54.29'25'E L40 186.51 S45.24'25'E L41 42,18 soo·10'33'1J CURVE AnLI:.. DELTA CURVE LENGTH RADIUS ANGLE CHORD TANGEN" C34 418.45 240.00 99•53•50• 367.12 285.50 C35 159.11 200.00 45.34 1 58' 154.95 84.04 0 ~ 0 ....l 0 u ?:: z :J 0 u g 4l I.J.. ~ m ~ I C II: i • ] • ! / ! ,, .9- ~ L m BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 RO A D P L A N A N D P R O F I L E S PP R D - 0 3 - P P - 1 4 PP-14 ll 0....1 tu. w I Cl) 0 I-II ~. ~I 7140 7100 DATUJI ELEV '1080.00 I'-.; "' ,::: 0 :;l 0 • + .; --II e- II ~G'.i (/) ..J ~~ 0"' • 0, "' • .,--"' ,--.,::: 1+00 PVI STA = 1+80 PVI ELEV = 7148.95 A.O. = -6.00 K = 16.67 PLAN VIEW -VAN CLEVE LANE STA: 1 +00 -END ~ 100.00' vc ~ "' 0 0) "' . +:il --I'- ~ w -., 0 4,93'1,' N .-, "'., .o . "' ., . ~~ ,..o -"' -,--.-e--I'-I'- 2+00 PVI STA = 4+32.17 PVI ELEV = 7123.73 A.O. = 5.00 K = 30.00 PVI STA = 5+44.20 o :ll _, --150.00' VC -~' PVI ELEV = 7118.13 "' l"'l A.D. = -2.80 ± ~ ... -,_ ..... c;;w g~ ,____---+-150.00' vc -+---------, 8 -~ SDR-35 I'-"' • 0, ... . "'~ ~iC "'"' " N O> ~~ . ,; I'-~ . ;: +,::: 0 I .. ~ ~> w w 5 co ~ (J ,d ~~ '8 • ., 5 11~, ' ,. l:::'::: zz ID . cot, I->.net: + -• ::, ------<0 r--:0 < • (/)I>'. z I WATER INt "' N "l @ 6,8QJ "' "' ,..., "'<O . "' . 0, ,N N' ., . ... . "'"' "' -NI'-_.., _.., -N ,--.,::: ,--.,::: ,--.,::: 3+00 4+00 I'-0, . "' N' N[::l iCr=:, ..., IX!g 0 ' Or--, I~ - :::c + r---1- ~ +;:: z5 §..~, ~~ ... "' N "1 "'0 -N ,--.-I'- 5+00 0) ... . "' ., . -"' --,--.,::: PROFILE VIEW -VAN CLEVE LANE STA: 1 +00 -END I 9 LF'. o s.oJJI!' s·s□R JS "'., N ,xi --;~ • I'-. ., "' • 0, • "' . -"' 0"' 0"' --_a _o e-,::: ,--.-e--I'-I'- 6+00 7+00 HORIZONTAL: 1"=50' VERTICAL: 1 "=20' ... ., . "' "' • 0"' _a ,--.-I'- ., 1 7 L.F. 0 2,84 g s·sDR-35 I -IN SS 2 CONI ECTION _/ 0., 0., • I'-,N N• o· o-00 _a _a ,--.,::: ,--.-I'- 8+00 <O., . I'-., . 8., ,--.g 9+00 7140 7120 7100 7080 <O"' . "' I'-• 8 Si ,___o I'- , ' -~ ~ ___... \ ' , ,,-' ,' -J=-=-.=t~T' ' ' ' ' ' ' ' ' ' ' KEY MAP 1' • 1000' LINE TABLE LINE LENGTH BEARING L55 197.70 N83" 45' 48'E L56 147.93 S44'26'02'E CURVE TABLE DELTA CURVE LENGTH RADIUS ANGLE CHORD TANGEN" C49 212.47 235,00 51.48'10" 205.31 114.12 C50 282,64 250,00 64'46'36' 267,83 158,58 GRAPHIC SCALE 50 0 25 50 100 200 ~•-I I 1--1---1 ( IN FEET ) 1 inch = 50 ft. LEGEND EXISTNG SANITARY CLEANOUT ~ EXISTING WATER VALVE ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE a PROPOSED CL.EANOUT VALVE A PROPOSED WATER VAf.VE • PROPOSED FlRE HYDRANT R, PROPOSED PRESSURE REDUCING VALVE J, PROPOSED AIR RELEASE VALVE ~ PROPOSED REDUCER ® PROPOSED WATER WELL PROPOSED 2' CONTOUR @) PROPOSED 10' CONTOUR -----· EXISTING 2' CONTOUR - --576Cl---- - EXISTING 10' CONTOUR PROPOSED CULVERT -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE .. ,,,, .. ,,,, PROPOSED 2• WATER LINE 4'",/ 4'",/ PROPOSED 4• WATER LINE B''V B''V PROPOSED e• WATER LINE 12" 12'''w' PROPOSED 12• WATER LINE ll"SS ll"SS PROPOSED e• SEWER MAIN ... -PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN .. EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~~ PROPOSED GRAVEL 0 ~ g 0 u ~ z :J 0 u 0 ..J w G: ~ BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 RO A D P L A N A N D P R O F I L E S PP R D - 0 3 - P P - 1 5 PP-15 GRAPHIC SCALE 50 0 ,,. 00 100 I I I I I ( IN FEET ) 1 inch = 50 ft. .. 0 $2 ..... d... I 0...1 r' -t--1so.op' vc ------1-, 7280 () I-I ~ lli <O ... L9 .... ~ 0 <0 .... o:, 0) 7260 N ~ N IJJ .... ...._ +c...i 1'~ II ,~ ..-c--, II II .. r--- c-:.: < _::,, (/) •• ''[;: (/) ~ ~~ ~I (/) w>w m ;; :,; n. :,; 8" STORM PIPE -a. D.. _L_ 7240 ,L .. V: 7226.lU - _,-~ ---' 2.,~. 72 20 DATUM ELE V 7215.00 ., ... ,.._o "' "' . "' 0 ...: cl .... .,; c,j iq n N N ID "'"' N n N N°' "'"' .... i:: "" .... .... ~ ........ 1+00 2+00 "'0 .,..:'9 "'"' N~ ........ "' .... <O + I') N N .... en .. Gj ~ STA: 1 +00 2'l0 I LINE TABLE LINE LENGTH BEARING L52 128,23 N24.04'54'w' CURVE LENGTH L53 97.31 N1S•09'53'E L54 368,24 NS7• 45'10 1 \./ L67 14.32 s32•s9'56'E C46 68.50 C47 210.24 C48 77.87 .. -----=-----rPR pPOSED 8 I WAneR LINE :::;::;;,,r-- ,---"" - - I ~~ 00 '-: ~ "'0 .m .,o . m "' • r-, ~ "' . "' .... .,o .m "' . 0. "'"' C) • ., ... "'"' N <O "'"' . m .... N ,o .... i:: 0. ... C) N ,o .... i:: ... "' N ... .... i:: .,,.o N ... .... i:: N ... .... i:: .... i:: .... i:: 3+00 4+00 5+00 6+00 PROFILE VIEW WATER TANK ACCESS STA: 1+00 END CURVE ABLE DELTA RADIUS ANGLE CHORD ANGEN 100,00 39•14'47' 67.17 35.65 220,00 54•4s'13' 202.33 113.92 50,00 99•14'10' 70.24 49.34 r-,~ '-: ~ ..,o .m "' • "' . -c,j .... "' .,-........ N ,-. N «> .... i:: N N .... i:: ........ 7+00 ROAD ,----; ' ' ' ' ' ' ' \ : I : ' ' ' I : I : I : ' ' ;--:,~Hc'':::71 I I v---I I I KEY MAP r -lQOO' I LEGEND I EXISTING SANITARY Cl.EANOUT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WELL PROPOSED 2' CONTOUR PROPOSED 1 O' CONTOUR EXISTING 2' CONTOUR == _ -5?S0--_ _ EXISTING 10' CONTOUR PROPOSED CULVERT EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY 2''\1--2"\J--===-◄"v·---◄.,,v•--e"\/--8"''W----,.., ___ , .. ...,____ --..... ---:-,--129 Jl!l'SS WS----SSi---- EX 15"SS 1 I ~ PROPOSED R.O.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE PROPOSED 2• WATER LINE PROPOSED 4• WATER LINE PROPOSED 8" WATER LINE PROPOSED 12" WATER LINE PROPOSED 8" SEWER MAIN PROPOSED 12" SEWER MAIN PROPOSED WATER SERVI CE PROPOSED SEWER SER\1CE EXISTING SEWER MAIN EXISTING WIRE FENCE PROPOSED ASPHALT ROADS PROPOSED GRAVEL PVI STA = 8+30 P\1 ELEV = 7288.60 A.D. = -6.81 K = 14.69 100.00' vc ---,----- 0 0 '-: "' ... + "' .... "' .... ei ,;J iii §; ID "'<D N r<> ..... i,; r--: N <O "'"' m., N cc N N .... ~ .... .... 8+00 0 0 .... "' • + ~ "' i:: ei ,;J (j ~ 7260 7240 7220 <D c,j C) N .... f i f _;_-' -; ~ ------I l;,-- 1// l0"-15 Lf. ADS N-12 STORM I I Cl - PLAN VIEW -HIGH STA: 1+00 END PVI STA = 2+00 P\1 ELEV = 7206.25 PVI STA = 3+00 A.D. = -7.00 PVI ELEV = 7198.25 K = 14.29 A.D. = 4.00 K = 25.00 r' __ 100.00 vc --r--100.00' VC ---, 1+00 PROFILE 0"' "'"' <D"' . "' N ID ..... N• N~ ..... o'° N~ 0 CX) N c, _:g -o N c, .... ;:::: "'"' "'"' .... ;:::: ........ ........ 2+00 3+00 VIEW HIGH ALPINE STA: 1 +00 END HORIZONTAL: 1"=50' VERTICAL: 1 "=20' • 1 WAY 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ R L 1 1 RC21 RL1 2 R C 2 2 RC2 3 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H PL A N N E D U N I T D E V E L O P M E N T DM C DR D 11 / 0 6 / 2 0 2 5 ST A 0 + 0 0 T O S T A 4 + 0 0 OV E R L O O K L A N E PP-16 I / , / .?"///I r 0'-18' CUL VERT PIPE @1.01/. GRADE INV, IN• 7097,50' INV, □UT• 7097,00' I I \ I I ) I I PLAN VIEW OVERLOOK LANE STA: 1 +00 4+00 I I / I I 2+so j / I I I I R□P□SED 4' MOUNTABLE CURB ' / I I ,, . ~~ :. -~ Q /II ,, /l •. l OCK LOT I I I I I I I I I I I I I I I I I I I / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PARCEL I I 7128 7128 K• 20.00 f-------+-----f------+-------1-----+-------l-----+------+-----+-------+-----~•~,¾-n----+------+-----+------+-----+---'l:l''nHJt='~f----l LVC• 14 .10 I ..,_ "":! -:; 7124 ~v □-v-~ru + -+ --r--M r--7124 -I 7120 . 7120 ' -· -----····--\ / 13' OF 8' i>VI STA• 1+13,0l . ,,.. / -------------WA~ER LINE- P f,/I ELEV• 7103, 9 / --------22,50• BEND--22.50° BEND K, 30,00 / ------I f-'-7"'11=6+------+-----+------+-1-------+------+--'=.L V"-""C•c_o,12..,0:!.>,o:.><o-+-----f------++---\---l---cf-----+-7-""----/'-----l---::c--"""-+-------t-----+---+-45,00. BEND1--,-,1---+-+-++----- ~--t-~~t-T-l--+---+---+---+----4J--\i _.........::::.::_::::+7 -.,,.,..-----~~::=_ __ ~_------\,,~· ~-,a;·--:M:-Eef-·-H~~t d$,;;±Pf=~19 1 \ I \ I ---- '116 -5 "' . ..,,. ~ ....; -0 0 '·' 0 0( C1 ' -/ (') r-- ------C1 ~ ~ :, r---(') l/") .:.. ' -------t::::::-- 7112 ~~-; 3' 3.4' 17112 41'1 OF 8' ~ SANITARY SE ER / 1! • l,vw• -• )E ~ 8 + + + 9-.. 01..,. o~ ,~ 0 j::: ~ -00 -Cl' ~lfu 0 f---f--- (I) "' (I) "' (I) "' 0 "' "' "' + ::.: 0 :,,,:,f' ::.: f' ----------Y 0 -~r./ . .,,.,..----- ~;r"'i '"' ---!:1 w \ ~ ------- ~ - /- 7108 ~ --w> w> II w> 11< w 11< w 11< w :"' 0 ~~ pq __J pq __J w w ~ ~ ----108 - I 11< / -------f ~ -· ----~ 7104 :,: L --~ -----------r ~ ~\)t-__,-~ ~ i--:-=+---~~ 36::::--:±---==1-/1 +---,/1=-'-------++-----+-----------±:-,,-"""""-----++-----+~-~=s~,:,; ~~ ------.,,.,..-----::,.....-------%~ ~ 45,oo· BE ND- / 42' OF 8 S ~NIT ARY SEWEI ,- i:i .1 nn"/ 111 - C 7104 / 1' OF II . 7100 / I 4,00"/. ~~ 8' OF 8' ~ATER LINE-MFSSMH 03 MFSSMH 04 / -2,00% a• ------45.oo• BEND-STA,2+28,75 □FF, 5.55L STA,3+34,04 □FF,-5,85L RIM,7113.13 RIM 7119 88 8' WATER 1LINE- SEWER SERVICE- I ....., I () 7100 ~AS/ELECTRIC LINE ---1,11,P.I< ~p."()t-,.... "\. SUMP,7109,41 MFSSMH 05 STA,3+72,58 □FF,-5,86L en --------50' -18' CUL VERT PIPE~I.---' 1!!1.01/. GRADE INV, IN• 7097,50' INV, □UT• 7097,00' 42' _!:;rsf...W ~.v suMP,7108.41 ' • '_J -----~----1 -'\ 11.25• BEND--+-------+------+--I_N_v_□u_T_,_71+0_8_.4_1_8_'__ INV IN,7109.41 8' ~ -~ \\ \_ ,., CC ,, "T' ""---+-------+------+-------+-I-N_V_□_U_T•-7-10+9-,5-0-8'_-_-_-_-_-_--I+-~ 22,50° BEND \ MFSSMH-02 RIM•7120.90.J.-++----"'-- SUMP•7109,92 .,L INV IN,7109.92 8' m INV I SEWER SERVICE·1------i..::~ ~ '096 - 7092 LSSSMH-15 STA,0+05,50 □FF•-7.00L RIM•7100,08-SUMP,7094,75-----+- INV IN,7094,75 8' 7088 -0+25 00 Cl\ M ~ 00 _o r--i:: 0+00 I STA•1+23,62 □FF,-5,32L 24 , OF 8, RIM,7105,15 -+-+---+---++~ ------'-+SUMP,7098,25 MFSSMH-01 WATER LINE INV IN,7100.15 8' STA,0+76,28 □FF,-4,80L INV □UT•7098,29 8' RIM,7102,51 SUMP,7097,52~+-----1----422.50• BEND-1--------tINV □UT,7100,15 8' INV IN•7097,52 8' INV □UT,7097,52 8' ~, ~~ r=:: i:: -24' OF 8' WATER 00 i ,-.: 0 -r-- 1+00 LINE (') I 0 I (') I ..,,. 00 00 "' ~ 0 -0 -----r--i,.,; r--r--I l/") M --r-- 2+00 PROFILE VIEW OVERLOOK STA: 1+00 4+00 0 r l/") I (') ! 0 I l/") 00 ..,. Iii ,-.: 0 ~ M C\J --ru ----r--r--r--r--r-- 3+00 LANE - SCALE HORIZONTAL: 1"=50' VERTICAL: 1"=10' I 0 "' > "=~ r--"' (') M (') ru ru ru ---r--• r--... r-- . 4+00 I I I I Curve# RC21 RC22 RC23 RC24 GRAPHIC SCALE "' .. 100 200 I_I I ___ I ( IN FEET ) 1 inch = 50 ft. ' I l.-----t I I I I ' I 7 I I I KEY MAP Line T o.ble Line ti Direction Length RL11 soo· 30' 02· E 59,29' RL12 s79• 53' 16' E 65,96' RL13 N84° 47' 17' w 279,73' Curve T o.ble Length Ro.clius Del to. Choral Beo.rlng 80,84' 60,00' 77°11'54' 74,86' S 39• 05' 49' 167,74' 55,00' 174°42'50' 109,90' s 09• 28' 38' E w 75,62' 223,24' 19•24•27• 75,26' N 75• 38' 24' W 121.18' 370,00' 19•45•54• 120,64' N 75• 24' 20' W LEGEND EXISTING SANITARY CLEANOUT ~ EXISTING WATER VALVE ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE ~ PROPOSED CLEANOUT VALVE A PROPOSED WATER VALVE • PROPOSED FIRE HYDRANT ~ PROPOSED PRESSURE REDUCING VALVE ,., PROPOSED AIR RELEASE VALVE .. PROPOSED REDUCER @ PROPOSED WATER WELL PROPOSED 2' CONTOUR ~ PROPOSED 10' CONTOUR ----------· EXISTING 2' CONTOUR -----576Cl-----EXISTING 1 O' CONTOUR . PROPOSED CULVERT -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENTERLINE ------ -PROPOSED BUILDING ENVELOPE 2"w' 2"\/ PROPOSED 2• WATER LINE 4"\J 4"\I PROPOSED 4" WATER LINE 8"\J 8"\,/ PROPOSED B" WATER LINE 12" 12"1,/ PROPOSED 12" WATER LINE 818 •• PROPOSED B" SEWER MAIN 1r'SI -PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN .. EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~ PROPOSED GRAVEL 0 ~ g 0 u g =i 0 u 0 _J w LL O'. ~ RL12 RC23 RC24 RL13 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H PL A N N E D U N I T D E V E L O P M E N T DM C DR D 11 / 0 6 / 2 0 2 5 ST A 0 + 0 0 T O S T A 4 + 0 0 OV E R L O O K L A N E PP-17 I ' I I \ \ \ .,,,-,---- .,,,-,----.,,,-,---- I EP, 8+ 9.31 \ I ( \ \ ------ b 9 \ \ \_ "" ---------------------------- ------------------------------------- ---------- "' + 8+00 ° c:, lf) + c:, b r-- '- EP, 0+59,00 -........._ +50 7 ---- --------------------- ------------- ----------------- -------PARCEL I - ROPOSED 4' ------- MOUNTABLE CURB ---= ------- ----------- ------ --.--·-· LOOK LANE~ 7+00 6+50 ~ . -::; .-.--,;-. • • ": .. ~ -.~ '--------:::: 111-·-ss ss -ws-r ss • aill)>--------------=~ a, "' ----- 6+0 ~ ------ -- --_, 2 GAS ---II--~ ----Ill Ill ss-1 s ROPOSED 4' MOUNTABLE CURB '',/IDE ""✓ I BLOCK 4 -----\ ATTACHED B LO~' SIDEVALK J L K --4~ --8-LOCK--4-\ --\ BtGet:: 4 I I BLOCK 4 \ >--. / ----L--~:....a~,;:,...:--1 1 c0 T' 19 LOT g LOT 8 I I T 7 I I -Co,-5 -l I 0~00.00 (-----:::::: -------------71 ~ 0 --...____ I -----I PLAN VIEW OVRLOOK LANE STA: 4+00 END )1(11'1'11 "' 0 I -- - PARALLEL PARKING SPACES --- ----------- .. I GRAPHIC SCALE 00 100 200 I I I ( IN FEET ) 1 inch -50 ft. --------- PRC• 4+48,38 --- 2 GAs -.--!1-ht-l - 7132 7132 7128 ~I c1 II . / _____ ,_ - ~ (') r-- 7124 ru . --------- V -----: r-- ---- -I. ----------- \ .. " -------- -,;{ -------- w 7120 ..___ -_J -~ ' -2,0 1/. \,/ATER SERVICE~ 7116 .11 , I --' 45,oo· BEND / ' ' 11' OF 8' \,/ATER LINE) - 1.5' 7112 45.:oo· BEND- SA~. SEVER MANHOLE 7108 STA,7+37.41 OFF,-6,60L RIM,7119,51 SUMP,7113.92- INV IN,7113.97 8' INV OUT:7115.00 8' 7104 .,- ~ c:, I r--5 '"' ro -(X) c:, -(') ,.f ni ! ~ ru ru c:, ru ru ru ru --r-----..... r--r--r--.. 8+75 8+00 (') '° c:, + ' II <I: .,- (,) -c:, y ru <I: - 52 P'1 II w . <I: ' ·-· ~ w ~ _J L'.l w ----~ ---. -I ~---1-------=l.,0 1/. ----------- /~16' OF 8' \,/ATER LINE ',/ATER SERVICE-0 I I " 11.J I / .,, ~ 17'P' nc-o.., • s ~NIT ARY SEVE .9' I 1.00Y. GRADE I I n' I . > I 11.25° BEND--. ' - SAN, SE',/ER MANHOLE STA:5+65,69 OFF:-5,89L s~~~',~ii 1·.~~ - INV IN:7112,03 8' INV OUT:7112,25 8' (X) I r--; (') '"' r--ffl. '"' I '"' ' (X) --c:, (J\ ru -c:, c:, ~ c:, ru ru ru -ru --r-----r---r--• r--• r--• r--r,,. 7+00 6+00 PROFILE VIEW OVERLOOK LANE STA: 4+00 END HORIZONTAL: 1 "=50' VERTICAL: 1 "=1 O' ~ 7128 l ' ru PVI ST , 4+97,79 ( ru )> r--PVI EL v, 7122,22 r--.~ -t ; ...:i -I ru K: 50,05 ru . r--LVl 99,85 . ' r--() LD . w w u u :I 7124 'w ,.;; 1 ~ -. -I ----· -- !---·o --0,99Y. ---7120 -Cl) 50' OF 8' \,/ATER LINE· -\ I :::;AS/ELECTRIC LINE I \ m \,/ATER SERVICE-"' I,/ ATER SERVICE- 22,50• BEND----.. ' m 7116 ,... ' ,I \ 189' OF 8' VA •ER LINE ' ' r J -I I I I " I ' I 20' OF 8' VATER1 LINE_J 1 J ■ "'1J 78' OF , 22.50' BEND ■ "'1J <' ~ ., 7112 @ ff ~ I I SA ~ITARY SE\,IER ■ I 1.00Y. G ADE 2. 7' 12., ' I ...... -@ LOOY. GRADE -, A> O> SAN, SE',/ER MANHOLE SAN, SEVER MANHOLE STA,4+86,20 OFF,-5,93L STA,4+12.44 OFF,-6,56L 7108 RIM,7121.96 RIM,7121.37 SUMP,7111.24-SUMP,7110,36- INV IN,7111.24 8' INV IN:7110.41 8' INV OUT,7111.25 8' INV OUT:7110,50 8' INV OUT,7112,00 8' 7104 c:, I -I "' I c:, I (X) ! (') I -I c:, (') "' -(') M c:, ru ni c:, c:, ru -~ ru ru ru ru ru ru ----r-----r--r--r--r,,. r--r--r,,. r--r,,. 5+00 4+00 Curve# RC21 RC22 RC23 RC24 Line To.ble Line # Direction RL11 soo· 30' 02' E RL12 s70• 53' 16' E RL13 N84° 47' 17' \,I Curve To.ble Length Ro.clius Del to. 80.84' 60.00' 77'11'54' 167.74' 55,00' 174'42'50' I I I I KEY MAP I·JOOO' Length 59,29' 65.96' 279.73' Chord Bea.ring 74.86' s 39' 05' 49' 109,90' s 08' 28' 38' E \,I 75,62' 223.24' 19°24'27' 75,26' N 75• 38' 24' \,I 121.18' 370,00' 10•45'54' 120,64' N 75' 24' 20' \,I LEGEND EXISTING SANITARY CLEANOUT ~ EXISTING WAlER VALVE ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE ~ PROPOSED CLEANOUT VALVE A PROPOSED WAlER VALVE ~ PROPOSED FIRE HYDRANT ,t PROPOSED PRESSURE REDUCING VALVE .!, PROPOSED AIR REL.EASE VALVE II PROPOSED REDUCER © PROPOSED WAlER WELL PROPOSED 2' CONTOUR @D PROPOSED 10' CONTOUR ----------· EXISTING 2' CONTOUR -----5760-----EXISTING 10' CONTOUR . -PROPOSED CULVERT . -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O.W./LOT LINE -PROPOSED CENlERLINE -------PROPOSED BUILDING ENVELOPE 2"1,/ _,,,.,, PROPOSED 2• WA lER LINE 4"\J .,,'w PROPOSED 4• WAlER LINE B"w' -"\I PROPOSED a• WAlER LINE le!"\." 12:"\r/ PROPOSED 12• WA lER LINE •• -PROPOSED a• SEWER MAIN --PROPOSED 12• SEWER MAIN ws PROPOSED WA lER SERVICE ss PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~qq____~ PROPOSED GRAVEL 0 ~ g 0 u g =i 0 u 0 __J w LL O'. ~ BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 OVERALL MA S T E R U T I L I T Y OV E R A L L 1 inch = ft. (IN U.S. SURVEY FEET) GRAPHIC SCALE 00300 150 300 600 1200 300 -- GENERAL WA lER AND UTILITY NOlES 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSlRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CON1RACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONS1RUCTION. 2. ALL WAlER MAINS AND SERVICES SHALL BE INSTALLED WITH A 5'6" MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR V.,TH EXISTING UTILITIES, THE PROPOSED WA lER MAIN GRADE CAN BE VARIED PROVIDED THAT THE 5'6" MINIMUM DEPTH OF COVER IS MAINTAINED. 3. UNLESS NOlED OR DIREClED BY THE ENGINEER, ALL EXISTING WATER SERVICES SHALL BE REPLACED WITH A 3/4" SERVICE FROM THE NEW MAIN THROUGH AND INCLUDING A NEW CURB STOP AND BOX LOCAlED AT APPROXIMAlELY THE SAME LOCATION AS THE EXISTING BOX, OR ON PROPERTY LINE. IF EXISTING SERVICES HAVE NEW FITTINGS OR NEW COPPER SERVICE LINES, THE CON1RACTOR MAY BE DIREClED TO USE THE EXISTING SERVICE MA lERIALS AND BE CREDllED THE AMOUNT OF NEW FITTINGS NOT USED. ALSO SEE NOlE NUMBER 4 BELOW. 4. MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN WAlER LINES AND SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE, THE ELEVATION OF THE CROWN OF THE SEWER SHOULD BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WA lER MAIN. IF NEITHER OF THESE ARE POSSIBLE, CONSlRUCTION SHALL BE AS DIREClED BY THE SEWER AND WAlER DIS1RICT. 5. ALL MAIN LINE AND HYDRANT VALVE BOXES SHALL BE LOCAlED IN THE ASPHALT AND BROUGHT TO 1/4" BELOW FINISHED GRADE ELEVATIONS. 6. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONS1RUCTION PERIOD, EXCEPT AS NOlED IN THE SPECIAL CONDITIONS. THE CON1RACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INlERRUPTION OF, SERVICES CAUSED BY THE CONS1RUCTION. 7. CON1RACTOR SHALL CONTAIN HIS CONSlRUCTION OPERATIONS TO THE AREA WITHIN THE SlREET RIGHT-OF-WAY. CON1RACTOR SHALL NOT OPERA lE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESS CONSENT OF THE PRIVAlE LAND OWNER. 8. ANY DAMAGE TO PRIVAlE PROPERTY BY THE CON1RACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVA lE LAND OWNER WILL BE THE RESPONSIBILITY OF THE CON1RACTOR. 9. CON1RACTOR TO NOTIFY WA lER USERS 24 HOURS IN ADVANCE OF ANY WAlER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTIONS, SEE SPECIAL CONDITIONS. 10. NEW MAIN LINE VALVES TO BE LOCAlED AS NOlED ON UTILITY SHEET. 11. ALL WAlER LINE EXCAVATION MUST BE BACKFILLED V.,TH NEW CLASS 6 AGGREGAlE BASE COURSE, OR AS APPROVED BY THE ENGINEER. 12. WAlER MAIN LENGTHS & STATIONS ARE PROVIDED FOR REFERENCE PURPOSES ONLY. ACTUAL LENGTHS MAY VARY SOMEWHAT. 13. WAlER MAIN MAY BE DEFLEClED PER PIPE MANUFACTURERS SPECIFICA- TIONS IN ORDER TO AVOID A BEND IF THE PROPOSED ALIGNMENT MEETS ALL MINIMUM CLEARANCES AND IS APPROVED BY THE ENGINEER. 14. ALL PAVEMENT REPLACEMENT FOR THE UTILITY CONSlRUCTION V.,THIN ROADWAY SHALL MEET EXISTING THICKNESS AND KIND. SEE 'TRENCH CROSSING DETAIL. 15. WHEREVER NEW REDUCERS, VALVES AND FITTINGS ARE INSTALLED AT CONNECTIONS TO EXISTING LINES, MEGA-LUG RES1RAINTS SHALL BE UTILIZED. CONNECTIONS, SEE SPECIAL CONDITIONS. 16. SHALLOW UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE FINAL SHALLOW UTILITY DESIGN SHALL BE PROVIDED BY THE UTILITY PROVIDER. PLUS LAZY K LLC PARCEL ID ) ) NO. 218733300154 - ---------- I I I )) \ ~ ' I I I PLUS LAZY K LLC PARCEL ID NO. 218733300154 PLUS LAZY K LLC PARCEL ID NO. 218733300154 ~ PA CEL ID NO. 21 733400107 II \\ COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT PARCEL ID N0.239304200034 ,I \\ \\ \\ ---------------- a a ----- ... ..................... ... ---------------------------........................... ---------8222EEEEE ·s gggggggg-~~ -- ------------. --------------- ,,,, .\,; s ~y ,_.,v r 7 ' ~~~ / -/" / ,.,,,.."" \ I I/ . '-I -- COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT PARCEL ID N0.239304200034 ~ ~- .✓- ROAD tr .J , ~~l J & S NIESLANIK LLLP PARCEL ID N0.239303200032 COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT PARCEL ID NO. 218734300083 0 ~ 0 ....l 0 u ?:: z :J 0 u g 4l ll. ~ 136.80' N 1 5 ° 0 8 ' 2 5 " E 13 1 . 9 3 ' S 1 5 ° 0 8 ' 2 5 " W 11 5 . 5 7 ' N 89°53'24" E 62.19' S 89°53'24" W N 89°53'24" E 1189.95' TRUE POINT OF BEGINNING FND 5/8" REBAR, YELLOW PLASTIC CAP PLS 19958 ”” BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 1 MU-1 t ~ "° 0 ,. I --I -.. -.. 0 ,- I ::> ~ I-w w I Cl) w z -...J I 0 ~ ~ OPEN p SPACE CEL H ....., I r -.. -.. -.. I I -.. -.. I -.. I I BLOCK J / / LOT 8 I I 11.25' BEND GRAPHIC SCALE "° 100 200 I I I ( IN FEET } 1 inch = 50 fL ,- I ::> ::ii: I-w w I Cl) w z ...J I ~ ::ii: 4" GAS BEND 1+43.75~21.94' L BLOCK J LOT 3 \ 11.25" BEND STA:7+15~. -------- - ---65.32 LF C900 OPEN SPACE PARCEL A 45" BEND N 12221.94, E 8971.92 r------ 1 =-- I 31.03' C900 I a• WATER LINE I 45" BEND I 12225.19, E 9002.78 I 30.92' C900 a• WATER LINE START 300 RADIUS I N:12216.41, E:9032.43 END 300 RADIUS BLOCK J LOT 35 I N:12211.14, E:9052.89 102.37' C900 I 8" WATER LINE I 8.30' C900 8" WATER LINE 119.56' C900 8" WA 1ER LINE / FIRE HYDRANT ASSEMBLY 1 8"-6" REDUCER GATE VALVE STA: 23+98.61~19.96' L. 51.11' C900 END 500 RADIUS N: 8896. 70, E: 12129.01 35.6' C-900 8" WATER LINE / / / / / START 500 RADIUS • \ N:12102.16, E:8873.34 \ 197.12' C900 a• WATER LINE \ \ \ \ \ \ -------8" WATER LINE l '"'"<• -¾:;_, •-,,, rT--------1 I 21.13' C9DO :::::..:::--- 8" WATER LINE \ I BLOCK J START 300 RADIUS N: 12216.11, E: 9032 . .,,, I LOT 34 \ I END 300 RADIUS N:12175.51, E:9202.10 25.15' C900 8" WATER LINE 22.5' BEND N: 12167.611, E: 9225.28 28.15' C900 - I \ I 8" WATER LINE \ I \ \ --------------J 'r::::: :-----\ \~ \ \ \ \ \ BLOCK J I \ LOT 33 \ I \ \ I \ \ I \ \ -j ~k=--:::::c:c::==:::::::::'c::==c::==:::::~=~=-~-=~::::u -----1 ---L ---=--_---=---_-__ -___ ---\VlHH1-\ !:i + 8 \ \ BLOCK J \ I \ LOT 32 ~,~~= \ FIRE HYDRANT \ II \ [T\ --- lfl 252 L.F. SAN SEWER 11---11-'~ll\ I L--• - - - - ---------------, ------- \ BLOCK J \ \ ASSEMBLY \ W/1 6" GATE VALVE & 1 8" GATE VALVE \ STA: 18+60.24 ~20.23'L I ~ \ MATCH LINE S EET MU-1 MATCH LINE SH ET MU-2 \ ---\ ----==--~ ---------- HARDSSMH-12 STA: 23+ 79.85~ 5.5 R. RIM=7224.10 45" BEND STA: 23+98.61 SlB:....,8.3'L 8.54' C900 8" WATER LINE 45" BEND STA: 23+92.41' .... 5.6'L s.o";-e.o•- REDUCER STA: 23+90.46 STB: ~5.55'L a.o·--a.o"¢ TEE STA: 23+68.29 ~5.5 L 400 LF SAN SEWER 8.54' C900 HARDSSMH-11 STA: 20+19.61~ 5.46 R. RIM=7213.33 8" WAlER NE a·xs· lEE ...,.-~ ,A: 18+60.24' ~5.50' L LEGEND ---f!.''V'----e''\/------4"'w 4"V------"\/•----8''\/------12"\/----12"'\/--- ..... l'SI ____ , _____ , __ _ ---4"GAS 4'1:;AS'.------0•0,,se-----'>•GJ\SS---- ---ET---£T---£T-----ET----ET----ET----ET- UTO UTO --ws ss ES E:X-15''SS PROPOSED CULVERT EXISTNG/PROPOSED EASEMENT PROPOSED R.O.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE PROPOSED 2" WATER LINE PROPOSED 4" WATER LINE PROPOSED 8" WATER LINE @ PROPOSED 12" WATER LINE @ PROPOSED a• SEWER MAIN PROPOSED 12" SEWER MAIN ~ PROPOSED 4" GAS LINE © PROPOSED 2" GAS LINE ~ PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL }IC EXISTNG OVERHEAD ELECTRIC PROPOSED WATER SER~CE PROPOSED SEWER SER~CE PROPOSED ELECTRIC SER~ CE EXISTING SEWER MAIN EXISTING 1'<1RE FENCE PROPOSED ASPHALT EXISTNG ASPHALT EXISTNG SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED ELECTRIC VAULT PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR/VAC RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WELL * 181 IZI ISi ~ -0- cn. EXISTING LIGHT POLE EXISTING TELEPHONE PEDESTAL EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT EXISTING TELEPHONE POST EXISTING WATER VALVE EXISTING POWER POLE PROPOSED UTILITY POLE MU-12 / KEYM P MU-1 1' -1500' 0 ~ g 0 u g =i 0 u 0 ...J w LL O'. ~ { 6 I " { 0 C • 'ii ' ~ Q .9- J ~ ... BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 2 MU-2 t i I I I I I I I I I .I I Ws ................ ........ ........ ........ BLOCK 3 LOT 8 11.25' BEND STA: 8+67.44N10.67' R 22.72' C900 8" WATER LINE END 900' RADIUS C900 8" WATERLINE 8+68.61 N6.56' R - ........ VCSSMH-05 7+82.21N5.75 L RIM 7102.15 "'-- 0 25 I I w w ~ w z :J I ~ ::!? OPEN GRAPHIC SCALE 50 100 I I ( IN FEET ) l inch = 50 fL 64.01' C900 8" WATER LINE - 6.0"1-8.0"1 TEE STA: 5+87.53' ~o• R "--22.5' BEND STA: :l'f. 78.45N7,3R BLOCK 3 LOT 15 ---.J l/1 252 LF. SAN SEWER & 1 8 GATE ALVE ----- -- - ---65:32 LF C900 ' L-----· --- TT-l+-':11"1111 \ - -----------\ 1 --------\ \ STA: 18+60.24 N20.23'L I ---8" WATER UN START 600' RADIUS --STA: 7+76.04N6,. •• 3::R_\--1--tit4f\ 21.03' C900 _ 8' 1,/ ATER LINE END 600' RADIUS _..--- STA: 8+2.77N6.9R START 600' RADIUS STA: 8+ 76.04N6.3R 48.00 LF C900 8" WATER LINE END 600' RADIUS STA: 9+23.95N4.0'R -8.o"• TEE STA: 9+35.11 .... 2.48' R 94.88 LF C900 8" WATER LIN~ . 'I l I • \ AIR/vAC RELEASE VALVE•---...l--t~ STA: 10+94.88N6.81 R \ 6.0"<1--8.0"• TEE STA: 12+4.28' N7,48 R 3 12.53 LF C900 6" WATER LINE ,-FIRE HYDRANT ASSEMBLY 1 8" -s· REDUCER W/6" GATE VAILVE STA: 12+3.87'N20.23'R START 900' RADIUS 5•xa·xs· TEE W/(2) 8" GATE VAILVES STA: 12+40.97N5,69'R -- \ \ \ \ ---ESSS VCSSMH-01 STA: 2+58.46 ,.,.5_5• L RIM= 7140.97' BLOCK 3 LOT 16 END 900' RADIUS STA: 14+15.9N8.39'R \ l/1 ,~I I I \ I I --- \ BLOCK 3 LOT \ 252 L.F. SAN SEWE~ HADRSSMH-05 STA: 9+38.22 22 \ \ \ \ \ \ \ RIM: 7155.64 __j I 3" BLUEBOARD OVER --J WATER/SEWER AT --- CULVERT CROSSING ----, ------------------- \ -----\ ------------------------- - - \ \ \ \ \ \ \ BLOCK 3 LOT 31 \ \ \ \ -----\ \ \ \ \ \ \ \ \ \ \ SSCMH-01 \ \ IM: 7186.42 : 11385.09, \ E:8949.65 .,,,..,. LSSSMH-26 .,,,..,. STA:10+97.28N3,37' L \ .,,,..,. ~R=IM~:~71~5~6-:38~•----=---:J. t.f s· s.'IN srWER 179.64 .,,,..,. ,., .,,,..,. .,,,..,. \ BLOCK 3 LOT 23 \ \ \ SSCMH-02 IM: 7204.32' N: 11428.89, E:9065.61 \ --• SAN SEWER i.--- -253,31 t.f 8 :• • -----\ \ ---- \ BLOCK 3 \ \ LOT 30 I I \,... \ ,\-,\ \ \\ BLOCK 3 LOT 24 \ \ \ \ \ \ \\ \ 12.0"95-8.0"95 REDUCER STA: 14+21.6N5.5'L 12"X6" TEE STA: 14+16.16' ~5.50'L I I I ) \ \ __ J \ --rn -------7 rJl ----L------- HADRSSMH-07 7 ~--:---STA: 12+50.88 ..... 6.0'L I I 14.50' C900 6" WATER LINE \ \ \ ___ J ---------' --- ---,_ ---------~ I I \ FIRE HYDRANT ASSEMBLY W/6" GATE VALVE STA: 14+16.16 ~20.0'L \ \ I RIM= 7151.87' 4"X2" GAS TEE BLOCK 3 LOT 25 \ \ I I '1 I \ I II I 119.80' C900 1~TER LINE \ 22.5" BEN \ STA: 12+97.79N9,9,t---\--~-U \ \ \ LOTK 29 \ \ ~ntt~-~---HADRSSMH-08 1 11 STA: 13+61.09 j I \ \ \ ~4.98"L I ~, RIM= 7152.67' I ',, I V, 123.20 LF C900 \ a-x6• lEE STA:18+60.24' ..... s.so· L H-10 0,69N HARDSSt.tH-09 STA: 16+13.85 N5,5'R. RIM: 7201.21 N I :::> ::!? I-w w I Cl) w z :J I () ~ ::!? (") I :::> ::!? tu w I Cl) w z :J I () ~ ::!? ________,_ _ _,_ 0 P E N S P A C E PARCEL B HARDSSMH-08 STA: 14+17.71N 5.97 R. RIM=7216.88 -------~----- \ \ HARDSSMH-07 STA: 12+79.51N 1/!:!il\--'\<;\ 5.97 R. RIM= 7226.54 42.05 LF C900 8' 1,/ ATER LINE START 900' RADIUS STA: 14+58.~6.8' R I I I J _j \ I \_ 12· WATER LINE I I ---I END 200' RADIUS v, ::: ::: ::: ::: ::: ----- --J \ _ _ _ _ ____ --"'TA:s~A~~-~~~~-:~~~-~s--'t--~4 \ J '-- 57.13 LF C-900 8' 1,/ ATER LIN~ j + RIM= 7158.45' I STA: 11+36.51N7,9L 11.85 LF C900 --- END 900' RADIUS STA: 15+15.49N5,0'R 72.24 LF C900 8" WATER LIN 15.0 LF C900 6" WATER LINE FIRE HYDRANT ASSEMBLY 1 8" -6" REDUCER W/6" GATE VALVE I :~\. 14+86.57 I ', I AIR/vAC REt~t~ - / BLOCK 3 BLOCK 3 LOT 28 22.5" BEND SPACE -----__, L -- MATCH LINE SHEET MU-2 MATCH LINE SHEET MU-4 200 I --STA: 15+87.73N20.0'R / LOT 26 =~~~~~ I STA: 12+24.38N7,14'L 110.94 LF C900 -12" WATER LINE I =~= 6" WATER 12"X12"X6" TEE STA: --------------I I I 10+11.76N0.3'R~---~\-JL 2.62 LF C900 . 12" WATER ---2"~•----2"1,/------4"'\rl 4"\,1------B"W 8"''11------12"\I 12''\lr--- a•sa .... , __ _ -1211 JIii ---4"GAS:-----4"GAS:------2"G;AS-----2"GAS,__ __ ----£T---ET---ET---ET---ET-----ET-----ET- UTC UTC --ws ss ES EX-15"SS ~l+--11-¾t-i l----t-8"X6" TEE ST A: 15+87. 73N5,00'R I ---I \ ,__ ---22.5" BEND STA: 10+9.31' SlB: "'1.25'R----r-------- LEGEND PROPOSED CULVERT EXISTNG/PROPOSED EASEMENT PROPOSED R.O.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUIUOING ENVELOPE PROPOSED 2" WATER LINE PROPOSED 4" WATER LINE ==~= PROPOSED 8" WATER LINE @ PROPOSED 12" WATER LINE @ PROPOSED 8" SEWER MAIN PROPOSED 12" SEWER MAIN ~ PROPOSED 4" GAS LINE © PROPOSED 2" GAS LINE ~ PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL * EXISTING OVERHEAD ELECTRIC 1W, PROPOSED WATER SERVICE ., PROPOSED SEWER SER\/1CE ,.., PROPOSED ELECTRIC SER\/1CE II EXISTING SEWER MAIN @ EXISTING WIRE FENCE PROPOSED ASPHALT EXISTING ASPHAIL T PROPOSED PA TH EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MAINHOLE PROPOSED CLEANOUT VALVE PROPOSED ELECTRIC VAULT PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR/vAC RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WEUL * 181 C8:l ISi ~ -0- co. EXISTNG LIGHT POLE EXISTNG TELEPHONE PEDESTAL EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT EXISTING TELEPHONE POST EXISTING WATER VALVE EXISTNG POWER POLE PROPOSED UTILITY POLE --~-~--J MU-12 L MAP r • 1500' 0 ~ g 0 u g =i 0 u 0 ...J w LL O'. ~ t 15 I f ,!! t • ~ / } ! E 0 ii, BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 3 MU-3 "° • I c-:::J --I MATC GRAPHIC 20 "" I I OPEN SPACE PARCEL C 75.45 LF C-900 12" WATER LINE --------------r-l I I I 11 1 1 I I I I I I I I I I I I BLOCK 3 I I I I LOT 37 1 I I I I I I I BLOCK 3 LOT 36 HARDSSMH-06 STA: 10+B9.6BN 5.59 R. RIM-7232.96 FIRE HYDRANT ASSEMBLY W/6" GATE VALVE 1 OB.50 LF C-900 12" WATER LINE I I I STA: 10+11.93N20.62'R \ -.II\ I \ I I I I I \ I \ I I I I I \ I I --- I j I 1./, I / ~~~ EET MU-3 / ,✓- - NORTH I I _j SCALE 100 200 I I ( IN FEET ) 1 inch -50 ft. 48.96' C-900 12" WATER LINE 22.5" BEND STA: 7+12.7B'N4.27'L 10 INE 22.5' BEND STA: 7+12.7B'N4.27'L 22.5" BEND STA: 6+10.26'N4.27'L END 52.00' RADIUS 69.19' C-900 52.00' RADIUS-~ 6+87 .82' N5.2.0'L ------~-------------------,, I '- BLOCK 2 LOT 20 66.15" C-900 12" WATER LINE 53.11" C-900 12• WATER LINE '- 350,000 GALLON TANK '-'- ""> / / 2" GAS TEE 28.06 LF 900C B"WA TER LINE 22.5" BEND STA: 9+26.96 ~1'54' R HARDSSMH-05 STA: 8+79.42N 5.5 R, RIM-7224.98 BLOCK 2 / / LOT 19 / // / // // I /I~ / , I "---"' / / I /// I I ~// ~ //' <";~ I :r: MATCH LINE SH i ~Tf H LINE LEGEND PROPOSED CULVERT L---~ PROPOSED ASPHALT - - -EXISTING/PROPOSED EASEMENT ------------PROPOSED R.O.W./LOT LINE EXISTING ASPHALT 2"\J 2!'11 4"\J 4"11 .. ..., .. ..., 1E" 12!",/ 8'11 8'11 -·J2'SS 4"GAS 4"GAS ,.GAS 2'"GA -£T---£T----ET----ET------ET---ET---ET- UTG UTG --ws ES EX-15"SS PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE '-"""'=""""""°"' PROPOSED PATH PROPOSED 2" WATER LINE - PROPOSED 4" WATER LINE PROPOSED B" WATER LINE PROPOSED 12" WATER LINE PROPOSED B" SEWER MAIN PROPOSED 12" SEWER MAIN PROPOSED 4" GAS LINE PROPOSED 2• GAS LINE PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED ELECTRIC SERVICE EXISTING SEWER MAIN EXISTING WIRE FENCE ® ® ~ © ~ * I,, Ill -.. ® EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED ELECTRIC VAULT PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR/vAC RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WELL -4 * 181 C8:l !SJ ~ -0- cn. I EXISTING LIGHT POLE EXISTING TELEPHONE PEDESTAL EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT EXISTING TELEPHONE POST EXISTING WATER VALVE EXISTING POWER POLE PROPOSED UTILITY POLE OPEN SPACE PARCEL C ---- BLOCK 2 LOT 17 :/MATCH LINE SH W-12 \ ,; ., '1 ,~ KEY MAP r • 1500' 0 ~ g 0 u g =i 0 u 0 ...J w LL O'. ~ t 5 I l BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 4 MU-4 t ~ 50 N SPACE RCEL E 0 25 ~L-I I 0 ..... I ::::> ~ tu w I en w z ::J r-,.. I ::::> ~ I-w w I en w ::J I ~ ~ OPEN SPACE PARCEL E """ I ::::> ~ tu w I en w z ::J """ I ::::> ~ I-w w I en w z -...J I ~ ~ GRAPHIC SCALE 50 100 I I ( m FEET ) 1 inoh = 50 ft. t -----MATCH LINE SHEET MU-2 MATCH LINE SHEET MU-4 ., ' STA: 15+87.73~20.0'R --I ---- START 900' RADIUS STA: 16+33.61 OFFSET: 5.00 R 183.93 LF C-900 8' IJ ATER LINE --t-tll-41,.(. 900' RADIUS STA: 17+7.46~4.71 R END 900' RADI STA: 18+16.73 OFFSET: 5.00 R 8"X8" TEE W/(3) 8" GATE VALVES START 900' RADIUS STA: 42+87.90~5.0' L START 900' RADIUS STA: 42+45.47~5.0' L i I ) ? " t-' i ) cc ? , " ' ' 135.31 LF C900:---t-\rr""1tl 8" WATERLINE 1 MATCH LINE SHEET MU-4 MATCH LINE SHEET MU-5 "\I 4"V 8"\I 12" --4"GAS 2"'w 4"\J B"W 12" -... 4'#('.iAS 11.25' BEND STA: 41+9.94~7.28L 232.2 LF C900 8" ---tt.aHI WATER LINE PROPOSED CULVERT EXISTING/PROPOSED EASEMENT PROPOSED R.0.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE PROPOSED 2• WATER LINE PROPOSED 4• WATER LINE PROPOSED 8" WATER LINE PROPOSED 12" WATER LINE PROPOSED 8" SEWER MAIN PROPOSED 12• SEWER MAIN PROPOSED 4• GAS LINE ---,'GA,S-----'l•GASr---PROPOSED 2• GAS LINE ---ET-----ET -----ET-----ET-----ET ----ET ----ET- I ? m I I 6" WATER 12·x12•x5• TEE STA: I I I I I 10+11.76~0.3'R ~------\--I] 2.62 LF C900 _ 12" WATER 5•x5• TEE STA: 15+87.73~5.00'R I 22.5" BEND> ----------1 -t:i ..__ -------I I r-------STA: 10+9.31'-J '1l STB: ~1.25'R -I :S: --------1 ------------- ' I ',I I I 1--. ' ' ' 12·x12·x12· TEE W/(2) 12• GATE VALVES STA: 9+ 75.91 ~1.5L 20.82 LF C900 12" WATER BLOCK 3 LOT 27 ',, I I 12.0·--8.o"- REDUCER STA: ,-9+54.98~1.08'L -- 158.44 LF C900 8" WATER START 380' RADIUS STA: 6+62.54~ 7 .94'L 713.58 LF C900 4" WATERLINE END 500' RADIUS STA: 7+7,41~10,09' L 43.63 LF C900 8" WATER START 500' RADIUS STA: 6+62.54~7.94' L 16.37 LF C900 8" WATER 11.25' BEND 6+45.87~6.4' L 28.84 LF C900 8" WATERLINE END 500' RADIUS STA: 6+16.23~7.62' L 30.09 LF C900 8" WATERLINE START 500' RADIUS STA: 5+87.14~7.62' L 8.9 LF C900 8" WATERLINE B"XB'"X6" TEE 9+ 75.91 ~1.5' L 11.19 LF C900 8" WATERLINE ' '-, '--..... STA: 7+67.44~8.2L START 500' RADIUS STA: 5+50.18~7.62' L WATER TREAlMENT BUILDING AND GRAVEL 33 ACCESS DRIVE 8" WATERLINE 11.25' BEND STA: 5+42.87 "' STB: ~5.61 L ~-- (2) 8" STA: 5+1 .50~7. I I FIRE HYDRANT ASSEMBLY 713.58 LF C900 4• WATERLINE W/6" GATE VALVE STA: 19+99.23~20.00 L """ GAS ------- BLOCK 2 -- -e; I A END 380' RADIUS STA: 4+95.75'~7.59L \ 11.25" BEND STA: 4+28.83~4.29 L 26.38 LF C900 8" WATERLINE " HARDSSMH-02 STA 5+28.99 RIM 7207.62 167.99' C900 8" WATER LINE \ '-. -...,_ 58.82 LF C900 '-, --...., 8" WATER '~~/ ' '✓ I I \ HARDSSMH-04 STA: 7+42.48~ 5.59 R. RIM= 7219.41 I 108 L.F. SAN SEWER HARDSSMH-03 STA: 6+36.82 .... 6.00 R. RIM=7214.88 ' 26.93 LF C900 8" WATER FIRE H~RANT '\ ASSEMBLY \ 1 8"-6" REDUCER W/6" GATE VALVE \ stA: 6+76.74' ....,19.04' R. \. 2"x2·x2" GAS JUNCTION \ \ \lr-'lr~ rlc--4~ 150.88 L.F. SAN SEWER \ C')\ \ BLOCK 2 LOT 18 """ I ::::> ~ I \ LOT 13 \ STA: 4+55.57~6.37 L START 500' RADIUS 3• BWEBOARD OVER WATER/SEWER AT CULVERT CROSSING 'e 33. 75' BEND __ ..\---\,.HHH=: STA: 2 62.49~6.8R \ tu ~ w w I en .. 2"X2"X4" GAS JUNCTION ---L-- --------------------.__ ------------117.39 LF C900 8" WATERLINE \ \ \ \ \ I I I - BLOCK 2 LOT 14 -;;r----- - -. 1.-<·.... - :..~~u _._..... --•• •·---------• • • • --------.. .. --\ 8.0 ,-6.0 , REDUCER ---N:10187.6 --__ .... ..--:: --E:9276.98 -17.18 LF C900 --8" WATERLINE - LSSSMH-22 STA 41+08.05~3.64' R RIM 7175.53 304 L.F. BLOCK 2 LOT 15 ~ LEGEND PROPOSED ASPHALT ----SS4MH-02 STA 2+41.9, 6.12 L RIM 7201.15 w I en ----w w :!!:-H~~~ ----- I 133.0 L.F. SAN SEWER """' "'-- """' IRE H~ """~ '--:' "'--I ASSEMBLY '-'- 1 8"-6" REDUCER' '-;:: '--.::--... W/.6" GATE VALVE "-.. '- N:10176.08 '--.::--... E:9289.72 '- BLOCK 2 LOT 16 1/ ) ~---~ * 181 EXISTING ASPHALT EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED ELECTRIC VAULT PROPOSED WATER VALVE ~ ISJ ~ -0- cn. EXISTING LIGHT POLE EXISTING TELEPHONE PEDESTAL EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT EXISTING TELEPHONE POST EXISTING WATER VALVE EXISTING POWER POLE PROPOSED UTILITY POLE 200 ---UTGc-----UTG,__ __ PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL EXISTING OVERHEAD ELECTRIC PROPOSED WATER SER"1CE PROPOSED FIRE HYDRANT MJ-12 I --------WS,------SSi------ES,----------• EX-la"SS ----- PROPOSED SEWER SERVICE PROPOSED ELECTRIC SER"1CE EXISTING SEWER MAIN EXISTING l'f1RE FENCE PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR/VAC RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WELL KE MAP - 0 ~ g 0 u g =i 0 u 0 ...J w LL O'. ~ BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 5 MU-5 PARCEL E RANT LY ATE VALVE +86.88~7.0'L .0 LF C900 WATER LINE A R NE BEND 75.76, .97' R 3• BLUEBOARD OVER WATER/SEWER AT CULVERT CROSSING 338.66' C900 8" WATER LINE 11.25" BEND STA: 30+65.64~6.91L ----- B"w' - -MATCH LINE SHEET MU-6 MFSSMH-04 STA: 3+34.04 ~5.85'L RIM: 7119.68 MATCH LINE SHEET MU-4 - - - - MATCH LINE SHEET MU-5 -- 152 L.F. SAN SEWER BLOCK 2 LOT 7 I 232.2 LF C900 8" ----H ',1-' -fl WATER LINE f; RECONNECT TO EXISllNG POWER POLE AND OVERHEAD POWER LINE BEGINS IN OLD ALIGNMENT TO THE EAST -,- I I ------ LSSSMH-22 STA 41+08.05~3.64' R RIM 7175.53 \ E: 9276.98 17.18 LF C900 8" WATERLINE I ,--ASSEMBLY "' 1 8"-6" REDUCER W/6" GATE VALVE I // I ~l,gj,,~/l' "---;" ~ I //// I BLOCK 2 tu~ BLOCK 2 ~ LOT 16 / 304 LF. LOT 1 5 I I I -_/ w I fi.--1/-',jH-+---SAN SEWER ~ / I JI ----ml I I I ~ I JI ~ ~---JL------------~ ------------------------------------; ~, I ,----28.14 LF C900 6" WATER LINE BLOCK 2 LOT 10 7 I BLOCK 2 LOT 12 I I I I I I I I I M I tu w I Cl) w z ~ ~------ MATCH LINE SHEET MU-3 - -MATCH LINE SHEET MU-5 GRAPHIC SCALE k.-.. r-i_i--T __ ____Ji { IN FEET ) 1 inch = 50 ft. LEGEND ® EXISllNG SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE Wo PROPOSED CLEANOUT VALVE © PROPOSED ELECTRIC VAULT ~ PROPOSED WATER VALVE • PROPOSED FlRE HYDRANT !, PROPOSED PRESSURE REDUCING VALVE j, PROPOSED AIR/VAC RELEASE VALVE ., PROPOSED REDUCER @ PROPOSED WATER WELL x:x EXISllNG LIGHT POLE ~ EXISTING TELEPHONE PEDESTAL C8J EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT !SJ EXISTING TELEPHONE POST ~ EXISllNG WATER VALVE -0-EXISllNG POWER POLE en. PROPOSED UTILITY POLE "'" ""' 4"'w' 4'",/ B"w' 8'",/ la!' 12''\il ----4"GA 4"GAS --""'GA GAS--- PROPOSED CULVERT EXISTING/PROPOSED EASEMENT PROPOSED R.O.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE PROPOSED 2• WATER LINE PROPOSED 4" WATER LINE PROPOSED 8" WATER LINE PROPOSED 12" WATER LINE PROPOSED 8" SEWER MAIN PROPOSED 12" SEWER MAIN PROPOSED 4" GAS LINE PROPOSED 2" GAS LINE ----ET ----ET --ET -----ET ----ET ---ET ---ET ----UTC---UTC------111: 111:---WS----- SS E0>---------EX-15"SS ---- PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED ELECTRIC SERVICE EXISllNG SEWER MAIN EXISTING WIRE FENCE ~----'I PROPOSED ASPHALT EXISTING ASPHALT -&;.;~dlsl PROPOSED PATH MU-12 KEY MAP r • 1500' 0 ~ 0 ....l 0 u ?:: z :J 0 u g 4l l.l.. ~ g I ~ .. 5 •? s~ .!, Ii: .. BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 6 MU-6 \ 11< \ OPEN SPACE ~ t0 PARCEL F ::::> I 11< ~ ::::> \ I-~ w 1-w w Iw 11< 00 I \ w Cl) ~w _J z 11< I _I \ ~I <( ~ ....,_~_A_TC_H--=L+-E_S __ H ___ E_E_T_M_U_-_11__.~ ~ \ \ TCH LI E SHEET MU-6 \ \ 11< \~ \ \ \\ i \ \ \ \; I\ i ~ \ 20' HOLY CROSS I ~I EASEMENT WITH NEW ::::) 11, UNDERGROUND ~ I \ELECTRIC CONDUIT I-tu \ tl1 w m m \•\~ w ~ \ \ ~ ::J \ I D \ \ ~ !:i \ \ ~ ~ \ \ \ \ \ \ \_ -L I -r- EXISTING POWER POLE TD BE THE END OF EXISTING THE DVERHEA ELECTRIC LINE EXISTING 30' HOLY CROSS EASEMENT FDR OVERHEAD ELECTRIC LINE / / LOT 20 / / / __ r --------I --..::-- 1 - BLOCK 1 LOT 21 I I -- -------105.00 SAN SEWE 30.11 LF C900 6" WATER LINE FIRE HYDRANT ASSEMBLY 1 8"-6" REDUCER W/1 6" GATE VAL LBSSMH-02 STA 4+02.23 ~2.23'1/ ~8.10 ' ' 6"X8" TEE 1+37.60~26.0'R 11.25" BEND STA: 3+07.12 STB: ~5.98'L 95.92 LF C900 8" WATER LINE (J/,<'---f----225" BEND '--fi~~ilJ STA: 4+06.44~7.16'L 93.67 LF C900 8" WATER LINE 22.5' BEND 169.88' C900 8" WATER LINE LBSSMH-01 STA: 3+04.13 ~6.0t RIM 7088.25 45" BEND STA: 7+65.13, 4.5 R 11.9 LF C900 8" WATER LINE 45' BEND STA: 7+65.13 ~4.5 L C90 WATE LINE 133 LF. SAN SEWER 3" BLUEBOARD OVER WATER/SEWER AT CUL VERT CROSSING LSSSMH-14 STA: 26+38.6 ~6.0'R RIM 7092.27 128 L.F. SAN SEWER 11" BEND STA: 6+40.8, 13.9' R 116.96 LF C900 8" WATER LINE 9.99" BEND STA: 27+26.84 STB: ~7.0L I I I I I I l & 1 8" GATE VALVE STA: 4+99.04~20.46'R STA: 4+90.8~9.0'L 1.78 LF C900 8+oo --- L ____________ _ ,------------- 1 I I I I I I I I BLOCK 1 LOT 22 \ \ 99.00 LF .J--.J._-J-j SAN SEWER 3" BLUEBDARD OVER WATER/SEWER AT CULVERT CROSSING ~ \ ----------;----::..4 ---------:::::~ --.-.;:--"...-::::~~----~.~✓ ------/ _::::;;;;;...-__,.... --_-LBSSMH-04 --_;:-~-~-;:::::: ::-,_-STA 6:~~0~ --~ ::::::: --, RIM 7083.66 -- 20' HDL Y CROSS EASEMENT WITH NEW 100.0 LF 8" SAN SEWER 8" WATER LINE 8"X6" TEE t;-.--+--STA:4+92.66~11.0'L 91.10 LF C900 BLOW OFF VALVE STA: 7+63.32 27.97' L 8" WATER Liu p EN s p A C t MFSSMH-09 STA: 7+37.41 PAR c EL I RIM,nfii~g~ 22.5" BEND STA: 6+10.48~7.8'L 19.95 LF C900 8" WATER LINE 227.14 LF C900 8" WATER LINE .JI --UNDERGROUND ELECTRIC CONDUIT LBSSMH-05 ot -,; 1/ ,~ \ BLOCK 4 \LOT 10 \- \ L 171.66 LF OF 8" SAN SE\\£R BLOCK 4 LOT 9 BLOCK 4 I I MFSSMH-08 STA:5+65.69 ~5.89L RIM: 7121.42 LOT B ---t- ---..J .___ O\C - FIRE HYDRANT ASSEMBLY 1 8" -6" REDUCER W/1 6" GATE VALVE & 1 8" GATE VALVE STA: 4+39.71 ~18.24'L I STA 7+00.94 ½ /,, '- ~6.0 R / 1/ .,_ RIM 7085.45 / / ,r-.... MFSSMH-06 STA: 4+12.44 .... 6.56'L RIM: 7121.24 I !II oE • /,,1/ ,,, ---ot---\ / /,, 1/ / O\C---ot / _/,, s; 1// 209.0 LF 8" SAN _/,, 1/ SEWER I BLOCK 1 /,, 1/ / LOT 23 ,,1/ I /,,1/ ""' I /✓ 1/ I /,, 1/ /,,1/ I /✓ 1/ I /,, 1/ /,,1/ I /✓1/ I /,,1/ /,,1/ I /✓1/ I /✓1/ /✓1/ V✓1/ ------ BLOCK 1 LOT 24 \ \ \ 8.o·,-6.o", EDUCER \ STA: "9+16.21 ~B.63'L BLOCK 1 LOT 2 2SMH-07 \ STA: 10+40.63 ~4.74'L RIM 7101.79 L ______ _ __, COLORADO MOLJN"TA N I I 2"\J "V 8"\I ''\I 4''\/ 8''\/ PROPOSED CULVERT EXISTING/PROPOSED EASEMENT PROPOSED R.O.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE PROPOSED 2" WATER LINE PROPOSED 4• WATER LINE PROPOSED 8" WATER LINE n1rTn10T LEGEND PROPOSED ASPHALT ~---~ EXISTING ASPHALT PROPOSED PA TH =~--- * 181 cgJ EXISTING LIGHT POLE EXISTING TELEPHONE PEDESTAL EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT EXISTING TELEPHONE POST EXISTING WATER VALVE GRAPHIC SCALE 12" 12' PROPOSED 12" WATER LINE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT VALVE PROPOSED ELECTRIC VAULT ISi ~ -0-- ca. EXISTING POWER POLE PROPOSED UTILITY POLE 50 0 25 50 100 200 ~ ~ ~L-I I I I I ( IN FEET ) 1 inch -50 fl --:ll"SI ~-4"GAS 4"CiAS "GA "Gi\S ---ET---£T---£T---£T----ET---£T---£T ----UTG,-----UTG,---------m:----WS,------ ES----------• EX-lS"SS ----- PROPOSED a• SEWER MAIN PROPOSED 12" SEWER MAIN PROPOSED 4" GAS LINE PROPOSED 2" GAS LINE PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL EXIS11NG OVERHEAD ELECTRIC PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED ELECTRIC SERVICE EXISTING SEWER MAIN EXISTING WIRE FENCE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED PRESSURE REDUCING VALVE PROPOSED AIR/vAC RELEASE VALVE PROPOSED REDUCER PROPOSED WATER WELL I s B"'w': 4 G 69.00 LF 8" SAN SEWER 28+00 8" WA1FR 22" BEND LINE" STA: 3+58.45' ~10.45' R -BLOCK 4 LOT 3 50.23 LF C900 8" WATER LINE 41.00 LF C900 8" SAN SEWER 1.64 LF 8" WATER LINE BLOCK 4 MFSSMH-01 STA:0+76.28 ~4.80'L RIM: 7102.51 42.00 LF 8" SAN SEWER 22" BEND \ STA: 3+60.27, • 9.74' R BLOCK 4 LOT l 13.5 LF C900 8" WATER LINE --MFSSMH-05 STA: 3+ 72.58 \ OFF:-5.86L RIM: 7120. 78 _i -- OPEN SPACE PARCEL I MU-12 •~~ 45' BEND STA:2+25.65~9.72' R oE ------ot MFSSMH-04 STA:3+34.04 ..... 5.as'L RIM: 7119.68 ------oE ---- - ------LSSSMH-17 STA 32+06.31 ~6.0' R 152 L.F. SAN SEWER RIM 7117.63 BLOCK 2 LOT 7 -------------- oE------ oE------ (0 I ::::> ~ I-w w I Cl) w z ::J I 0 !:i ~ O\C- 0 ~ g 0 u g =i 0 u 0 ...J w LL O'. ~ " g; .i; 6t ~ ~ 6 ii/ I! i:: ... BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 7 MU-7 ... I\IM v;:,u/./L ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ 8 LF C900 ,lER LINE ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ 96 LF ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ SAN SEWER LLSSMH-02 \ STA: 4+19.08 ~5.50'R RIM 6965.44 tu w I Cl) w z ::J I ~ ~ SPACE CEL F ~ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ,--/ ------§' x(sT1 N r ,--/ POIT6 ,--/ ,--/ ,--/ ,--/ ,--/ BLOCK 1 LOT 3 r--. I :::::> ~ 1-w w ffi w z ::J ~ ~ / / / ,--/ ,--/ ,--/ ,--/ I ,--/ ,--/ ~ LOT 20 / / I I I I I -------- I I \ BLOCK 1 t-11--+------------115.13 LF C900 8" WAlER LINE \ LOT 16 LSSSMH-10 STA 16+46.88~ 6.0' R RIM 7045.53 ~--------------- FIRE HYDRANT ASSEMBLY 1 8" -6" REDUCER 1 6" GAlE VALYr. STA: 19+00~19.0'R -- 369 LF. SAN SEWER ------------- ---------,f:J 23.49 L.F. C900 6" WA lER LINE BLOCK 1 LOT 18 i 0 ·O 260 L.F.C900 8" WA lER LINE a•x5• lEE TA:19+00~4.48'L /7f---J-._ 66.41 LF. C900 8" WA lER LINE : ! , 1t11J-='-f:.::._:: START 750' RADIUS STA: 19+66.12~6.92'L LSSSMH-11 STA 20+16.87~5.47 R RIM 7067.39 LSSSMH-12 STA: 24+14.53~6.0'R RIM 7083.30 107 L.F. SAN SEWER 4 "X2" GAS lEE I. " '' I ~ .. 0 '' I ·, ; . ' .. ' C 60.51 L.F. C900 UL-+---8" WAlER LINE ' 0 C CTi-,1-..._ END 750' RADIUS ~ STA: 20+51.01~7.0'L !:,1 I . .. + J ~ I .. a ~ I I 8 ' ~ I : I C9 8" WAlE >< LINE 133 LF. SAN SEWER 11.25' BEND STA: 24+07.91~6.6'L 5.90 LF C900 8" WAlER LINE START 500' RADIUS STA:24+14.0~7.27L 46.70 LF C900 8" WAlER LINE END 500' RADIUS STA: 24+62.84~7.56'L 24.14 LF C900 8" WAlER LINE ' I 8"X8" lEE &: 2 8" GAlE VALYr.S 28+2.47~7.0' L 75.07 LF C900 8" WA lER LINE 22.5" BEND STA: 24+87.52~3.94'L 36,34' C-900 B' WATER LINE B'XB' TEE STA: 25+14.84~5.41'L 14.17 LF C900 8" WAlER LINE 22.5' BEND STA: 25+39.54~5.4'L 71.46' C-900 8" WAlER LINE 22.5' BEND STA: 26+14.64~10.4'L 107.21' C900 8" WAlER LINE 9.99' BEND STA: 27+26.84 STB: ~7.0L !, 'i\ I I I I I I l BLOCK 2 LOT 1 OPEN SPACE PARCEL E FIRE HYDRANT ASSEMBLY W/6" GAlE VALYr. STA: 27+86.88~7.0'L 28.0 LF C900 8" WA lER LINE W 00 z1 -:::::> ....J ~ :I:1-~w <( w ~ ffi w r--. z1 -:::::> ....J ~ I 1- 0 w ~w ~ ffi r--. I :::::> ~ I-w w I Cl) w z ::J I ~ ~ ._,. I :::::> ~ I-w w I Cl) w z -....J I 0 ~ ~ LC) I :::::> ~ I-w w I Cl) w z ::J I ~ ~ l \ ~'::~:.:.---\ \ I I 28+29.57~6L~~K 2 \ \ I LOT 2 \ \ I I \ \ \ BLOCK LOT - 1 1 1 , 3• BLUEBOARD OYr.R \\ \\ \ WAlER/SEWER AT CULYr.Rl CROSSING I \ START 501 I 338.66' C900 \ \ \ \ STA: 31+65 •. 8" WA lER LINE 1 1 \ 98.03LFC 11.25' BEND \ 8" WAlER L STA: 30+65.64~6.91L I \I +----_, J \ \\ \ I J ~--- ss Es ES + 8" A nAC! G .. 0 2''\I '",/ ,,.., 12' --4"GAS GAS GRAPH C SCALE ,. •• 100 200 LEGEND @ EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE ~ PROPOSED CLEANOUT VALYr. © PROPOSED ELECTRIC VAULT R PROPOSED WAlER VALYr. lJ PROPOSED FIRE HYDRANT !, PROPOSED PRESSURE REDUCING VALYr. j, PROPOSED AIR/VAC RELEASE VALYr. JI! PROPOSED REDUCER @ PROPOSED WA lER WELL * EXISTING LIGHT POLE 181 EXISTING lELEPHONE PEDESTAL IZi EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT 1SJ EXISTING lELEPHONE POST ~ EXISTING WAlER VALYr. -0-EXISTING POWER POLE CO. PROPOSED UTILITY POLE PROPOSED CULYr.RT EXISTING/PROPOSED EASEMENT PROPOSED R.O.W./LOT LINE PROPOSED CENlERLINE PROPOSED BUILDING ENYr.LOPE 2''\I 4''\I 8''\/ 12' --4"GAS 2•GAS PROPOSED 2" WATER LINE PROPOSED 4" WAlER LINE PROPOSED 8" WAlER LINE PROPOSED 12" WAlER LINE PROPOSED 8" SEWER MAIN PROPOSED 12" SEWER MAIN PROPOSED 4" GAS LINE PROPOSED 2• GAS LINE ---ET---ET---£T---£T------ET---ET---£T-PROPOSED ELECTRIC AND lELEPHONE PROPOSED lELEPHONE &: CONTROL EXISTING OYr.RHEAD ELECTRIC PROPOSED WA lER SERVICE ---UTG>----UTO-----------WS----- PROPOSED SEWER SERVICE ES------PROPOSED ELECTRIC SERVICE ----• EX-15''SS ----• EXISTING SEWER MAIN EXISTING 'MRE FENCE PROPOSED ASPHALT EXISTING ASPHALT PROPOSED PA TlH """"""""""""""" MU-12 KEY MAP 1' • 1500' 0 ~ g 0 u g =i 0 u 0 ...J w LL O'. ~ r " 0 I :, 1 " C ,§ i ! ,,. ! ! ~ i, BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 8 MU-8 ~~, 1/'/ MATCH LINE SHEET MU-9 \ • 1/ 1/ MATCH LINE SHEET MU-8 / ,,,.,,,. / ,,,.,,,. .~1/ ,,,.,,,. / ,,,.,,,. / 1/ \ \ < \ \ \ \ ££L---,,~-- - - -1 ------ ----- \ 22.5' BEND ~ STA: 7+86.61~5.97'L . \ BLOCK 1 / \ \ LOT 9 I BLOCK 1 ~ LOT 8 \ 22.58" BEND STA: 8+61.40~10.4L ::ii: \..--- FIRE HYDRANT ) ASSEMBLY ---s·xs· REDUCER :~:: ~1~ ~1~: / -···• - TA: 6+61.08~2@ ws I I I I I I _, \ 28.0 LF C900 a• WATER LINE ----- \ --------,---- ' ------------7 I // I 5.13" BEND FIRE HYDRANT / '/ STA: 9+38.77~7.0L ASSEMBLY / I 6"X8" RECUCER / '/ W/6" GATE VALVE / ~ r STA: 10+62.85~20.0L / j □ BLOCK 1 --/ '/ ~ / LOT 10 / / /1 8" WATER LINE 26.62 LF C900 8" WATER LINE ii I 127.09 LF C900 / / j I I 33.75' BEND ;-,,_ STA: 10+90.84~7.,"" BLOCK 1 --LOT 11 ---- . --I I ""~ / lCK 1 T 7 I LSSSMH-03 STA 3+91.86 ~6.83'L '/ RIM i970.43 / , ,81 LF. SAN SEWER r BEND ;3±.13.52~5.42L ,-, ••• ,--~ . .,,.~;'":""·,~:--- -LSSSMH-02 STA 3+13.27 RIM 6967.72 !D OVER RAT JSSING ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,---, ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ /\ / \ \\ \ ' LSSSMH-04 \ STA 6+04.29 ~4.91'R \ \ RIM 6989.04 I I BLOCK 1 \\ \ :::-""', LOT 13 / / / ) / /// ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ,,_-/ ~X(STIN G ,,_-/ POND ,,_-/ ,,_-/ ,,_-/ ,,_-/ TWO CLEANOUTS ,---, a.a·, 6.o·, LSSSMH-05 STA 7+84.7 ~6.0'R RIM 7007.07 BLOCK 1 LOT 14 • 7 I L --5•xs· TEE 8" WATER LINE S 10+62.85~5.98L 127 .69 LF C900 8" WATER LINE I 8"X6" TEE,....--'\"--8" WATER LINE I I I LSSSMH-07 STA 10+78.25 ~a.o·L RIM 7032.93 STA: 6+61.08~0.83L \ / J I l r ,, ,-- I I I I I I 146 LF. SAN SEWER '--.._ LSSSMH-08 STA 12+31.71~6.0'R' RIM 7033.37 209 L,F. SAN SEWER ~/ BLOCK 1 LOT 15 -------- 21.61 LF C900 6" WATER LINE 3• BLUEBOARD OVER WATER/SEWER AT CULVERT CROSSING --, -,,...,.,-,-F --,~r--,,. FIRE HYDRANT ASSEMBLY W/6" GATE VALVE:--------_\' STA: 14+10.45~20.0R ----- LSSSMH-09 STA 14+43.05 ~5.86' RIM 7033.38 ------.., 0 ,-\\---t------------•42.82 LF C900 8" WATER LINE START 750' RADIUS \-\\-~-\-----------STA: 14+87.09~4.4L ~ ':l! ---"' 0 0 \ \ ~ ., <. en ~ BLOCK 1 Ht-+-----------115.13 LF C900 8" WATER LINE LOT 16 . l i LSSSMH-10 : STA 16+46.88~ l 1 ..... ' "' 6.0' R , + I--IH::--1----------END 750' RADIUS RIM 7045.53 ~-::--_ __,~Hl!:c-11----i 8 STA: 16+01.51~4.9'L -l - - - -_ _ _ _ 38.59LFC900 -------------r-LINE ------------- TWO CLEANOUTS BLOCK 1 LOT 17 TWO (2) 969.39 LF 4• SEWER SERVICE I IMC"C C"f\D I n~ """\ I I ------ 369 L.F. SAN SEWER • ' '. '. ' , ' ' Ht--t-------------11'25' BEND STA: 16+39.79~6.06'L - +' 0 0 MATCH LINE SHEET MU-8 MATCH LINE SHEET MU-7 260 LF.C900 LOT 13 ~ w I 0) w z -...J co I :::> ::ii: I-w w I 0) w z :J I ~ ::ii: C\I I ~ ~ w I 0) w z :J I ~ OPEN SPACE PARCEL E ""'" I :::> ::ii: I-w w I 0) w z :J I ~ ::ii: I GRAPHIC SCALE 50 0 25 50 100 200 I ... I_I l __ ____,I ( IN FEET ) 1 inch = 50 ft. LEGEND ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE $o PROPOSED CLEANOUT VALVE © PROPOSED ELECTRIC VAULT R PROPOSED WATER VALVE • PROPOSED FIRE HYDRANT !-PROPOSED PRESSURE REDUCING VALVE I,, PROPOSED AIR/VAC RELEASE VAL VE .. PROPOSED REDUCER ® PROPOSED WATER WELL * EXISTING LIGHT POLE 181 EXISTING TELEPHONE PEDESTAL C8J E~STING TRANSFORMER E~STING SANITARY CLEANOUT 1SI EXISTING TELEPHONE POST ~ EXISTING WATER VALVE -0-EXISTING POWER POLE co. PROPOSED UTILITY POLE 2"\/ 2"\J 4"\/ 4"\J 8"\/ B"W 12"\I 12" --•• -4"GAS 4"t;AS --->"GAS----~•GAS-- PROPOSED CULVERT EXISTING/PROPOSED EASEMENT PROPOSED R.O.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUIUDING ENVELOPE PROPOSED 2" WATER LINE PROPOSED 4" WATER LINE PROPOSED 8" WATER LINE PROPOSED 12" WATER LINE PROPOSED 8" SEWER MAIN PROPOSED 12" SEWER MAIN PROPOSED 4" GAS LINE PROPOSED 2" GAS LINE --£T---£T----ET----ET----ET--ET---£T----UTG---UTG,__ __ ---- ----WS-----ES----- ----•X-!5''SS ---- PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED ELECTRIC SERVICE EXISTING SEWER MAIN EXISTING WIRE FENCE '-------', PROPOSED ASPHALT EXISTING ASPHALT t.tJ-12 KE MAP 1' • 1500' 0 ~ g 0 u g =i 0 u 0 ...J w LL O'. ~ !I. of ,ll- • j .. 6 Ji i:i:-';i BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 9 MU-9 1/ 1/ 1/ 1/ / / / / / , / O> / / I // C, / ~ // ·/ ...::: // ' tu // ' w / ""' ' I / . ' 22.5' B ND / STA: 1+49.43~1)1. 71' R. 8.07LF C900 / s• WATER LINE / 22.5' BENDJ / / STA:1+55.6~5.5'R/ / / // / I "v;/ // / // / / / / / c,'l' / . / / / ' / / ' / / I ""----'--' / // 0 'v 1/ c,'t' / 1/ 1/ 1/ 1/ •" 1/ 1/ / / / / / / / C, / . / / . / / / // / / "1/ / . 1/ 1/ BLOCK 3 LOT 9 BLOCK 3 I LOT 10 K 3 11 \ I FIRE HYDRANT ASSEMBLY W/6" GATE VALVE' N: 11431.93, --E: 7982.9.> ---- \ -- 20.20' C900 6" WATER LINE 8.o·,-6.o·, REDUCER . 7 N:11433.93, ·• •• E:8003.00 -_ ..,,,..-//• ¾ • / I //,' .y -__,,, OPEN SPACE i <, BLOCK 3 LOT 2 CEL H '- --END 900' RADIUS 900 8" WATERLINE 8+68.61 ~6.56' R 78.54' C900 8" WATER LINE START C900 "WATER LINE 00.0' RADIUS 90.32~4.43' R 37.46' C90 WATER LIN ......______ VCSSMH-05 7+82.21~5.75 L RIM 7102.15 " ' ' ' MATCH LINE SHEET MU-1 CH LINE MU-2 '-'- 64.01' C900 8" WATER LINE '-'- 12.53' BEND / TA:6+92.28 7.4R "' 65' C900 / TER LINE'\j ' , /✓/ '- 7 I '- \ \ ........ ' " , ~. /. VCSSMH-06 \ . ij STA 8+94.78, 2.35 L / / 1/ RIM 7098.91 107 L.F. SAN SEWER VCSSMH-04 STA 6+85. 75, 4.5 L RIM 7107.2 "-BLOCK 3 I , // /~ LOT 12 / BLOCK 3 LOT 13 MATCH LINE SHEET MU-9 / / "---/ ,L-~""',:--------....i,i....,.......,....,....:::::;...::.........--------------"7'----7'! ~~.,C---------=.........,,:::::::::::::--===:--'--:f ,----::::...._,__:------~1-j MATCH LINE SHEET MU-8 . /'... , 1 ~' --. ~ / / 'i\\\, '-'-'-'-I --c;~""-~'"' ' \ GRAPHIC SCALE i - -f-i_i--T __ ____,·i ( IN FEET ) 1 inch = 50 ft. LEGEND ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE ~ PROPOSED CLEANOUT VALVE © PROPOSED ELECTRIC VAULT R PROPOSED WATER VALVE • PROPOSED FIRE HYDRANT @ PROPOSED PRESSURE REDUCING VALVE .., Iv PROPOSED AIR/VAC RELEASE VALVE .. PROPOSED REDUCER ® PROPOSED WATER WELL * EXISTING LIGHT POLE 181 EXISTING TELEPHONE PEDESTAL 1:8:1 EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT ISi EXISTING TELEPHONE POST ~ EXISTING WATER VAL VE -0-EXISTING POWER POLE co. PROPOSED UTILITY POLE 2"'w ''V 4"\/ 4"'w "V B"'w' 12" 12' .... .... .12''11 -4"GAS 4"GAS ---2"GAS;-----2•GA,s---- PROPOSED CUL VERT EXISTING/PROPOSED EASEMENT PROPOSED R.O. W./LOT LINE PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE PROPOSED 2" WATER LINE PROPOSED 4• WATER LINE PROPOSED 8" WATER LINE PROPOSED 12" WATER LINE PROPOSED 8" SEWER MAIN PROPOSED 12" SEWER MAIN PROPOSED 4 • GAS LINE PROPOSED 2• GAS LINE ---ET----ET----ET---ET---ET---ET----ET----uro~--uro,__ __ ---• •---WS----- ES----- ----Ex-1:,,-ss ---- PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED ELECTRIC SERVICE EXISTING SEWER MAIN EXISTING WIRE FENCE PROPOSED ASPHALT EXISTING ASPHALT ""'-"""'""""""'"° PROPOSED PATH MU-12 KEY MAP f -1500' 0 ~ g 0 u g =i 0 u 0 ...J w LL O'. ~ BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 MA S T E R U T I L I T Y SH E E T 1 0 MU-10 / ------------ - \ •\\ I I I I I \ .\\ I I I \ \ .\\ \ \ \ \ \,.\\, \ .\\ \ \ \ I \ .\\ \ I \ I \ ·\\ I I I \ \ ·\\ I I \ I \ ·\\ I I I I I \ ·\\ I \ I \ \ ·\\ \ I \ I \ ·\\ I \ I I \ ·\\ I \ I \ \ -~\ \ I I I --- 40.59 LF C900 8" WA TIER LINE 45" BEND STA: 1+11.10~7.0' L - 22. 77 LF C900 ....____ -..... 8" WATER LINE '- --------------\\ .\\ EXISTING 30' HOLY CROSS \ \ EASEMENT FOR OVERHEAD -.,.____ \ \ ------ ---- ELECTRIC LINE \ \ 45.0" BEND \\\ \ -STA: 11+57.54-~ \ I UNDERGROUND \ UTILITY LINE CONNECTING \ • \ SPLICE VAULT ON THE ~ \ CR114SSMH-O / EAST SIDE OF THE COUNTY \ / ROAD 114 TO A NEW \ 160.20 LF C900 VAULT INSIDE THE EXISTING \ \ 8" WATIER LINE 30' HOLY CROSS EASEMENT \ \ / I J. I / EXISTING POWER POLE TO ---- BE UPGRADED TO PROVIDE THE -~ SERVICE LINE TO THE SOD FARM PROPERTY AND ADJUST I I / I / I / \ I GUY WIRES AS NECESSARY FOR THIS POLE TO THE THE TERMINUS OF THE OVERHEAD ELECTRIC LINE # RIVENDELL DISTRIBUTION / PROPOSED OVERHEAD ELECTRIC SERVICE ALIGNMENT # I I I 44.85 LF C900 8" WATER LINE 34.1" BEND STA: 9+61.56~10.36'R 45.0" END STA: 9+99.08 STB: ~14.47'L LSSSMH-01 STA 2+33.59 ~6.0'R RIM 6967.83 MATCH LINE SHEET MU-10 I I J-tffr----r-lJ'/l./----'91.70 LF C900 8" WATER LINE ---- -------- -MATCH LINE SHEET MU-11 0 I 7 -- 326.53 L.F. SAN SEWER 214.93 LF C900 8" WATER LINE ~~•• ,,.,LO ,.,.,,r-r,11r-£n / / ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ---::-., ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, / ?°-Z-..e:-Rf''M(l)IE-£(1Sl'ING-' ,-,' ,-,' ,-,' ,-,' ,-,' POWER POLE ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, , 22· 'so BEND ,-,, ,-,, ,-,, ,-,, r-E'Xl&ffi<l Gr-" STA:8+69.71 ,-,, ,-,, ,-,, ,-,, ,-,,Pp.LLD ,-,, , ~0.72'L I ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, r r-" r UNDERGROUNDING OF NORTH/___, r-" r-" r-" Cl'\l l'TU C'I C'l'Tl)lf" I It.IC' Ill.I 3" BLU EB OARD OVER WATER/SEWER AT CULVERT CROSSING 82.00 L.F. SAN SEWER ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, _,,L-J ,-,, ,-,, ,-,, ~ r-'\_ ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, ,-,, >-...... ,-,, ,-,, ,-,, ,-,, ,........,-'I BLOCK 1 LOT 8 FIRE HYDRANT ASSEMBLY 6"X8' REDUCER W/6" GATE VAL~ W/8" GAllE VAL~ TA: 6+61.08~2' - / / ' LSSSMH-0· STA 6+04. ~4.91'R RIM 6989.C -- _../ O,._, ,-,, ,-,, ,-,, ,-,, __,, ,-,, ,-,, ◊ __,, ,-,, ,-,, _, ,-,, ,-,, .../ ✓---fl: I %TIN ( , ~ ,-'P ()W.Q, ,-,, ,-,, ___, ,-,, __,, ,-,, ,-,, GRAPHIC SCALE ,. 50 100 200 I I l __ ~I ( IN FEET ) 1 inch -50 ft. LEGEND ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE $1 PROPOSED CLEANOUT VALVE © PROPOSED ELECTRIC VAULT ~ PROPOSED WATER VALVE • PROPOSED FIRE HYDRANT !, PROPOSED PRESSURE REDUCING VALVE it PROPOSED AIR/VAC RELIEASE VALVE .. PROPOSED REDUCER ® PROPOSED WATER WELL * EXISTING LIGHT POLE 181 EXISTING TELEPHONE PEDESTAL IZl EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT ISJ EXISTING TELIEPHONE POST ~ EXISTING WATER VALVE -0-EXISTING POWER POLE en. PROPOSED UTILITY POLE 2"\/ 2"1,1 4"\,I 4"\I 8"1,/ 8"\/ 12''\J 12" -... ---,t!'CiA 4''GAS ----2'"GAS----2"GA,&--- PROPOSED CULVERT EXISTING/PROPOSED EASEMENT PROPOSED R.O.W./LOT LINE PROPOSED CENTERLINE PROPOSED BUILDING ENVELOPE PROPOSED 2" WATER LINE PROPOSED 4• WATER LINE PROPOSED 8" WATER LINE PROPOSED 12• WATER LINE PROPOSED 8" SEWER MAIN PROPOSED 12• SEWER MAIN PROPOSED 4" GAS LINE PROPOSED 2• GAS LINE ---£T---£T---ET ---£T----ET---£T---£T----UTG~---UTCi---------lK -----WS------SS------ES------ ----•EX-IS"SS ----• PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE & CONTROL EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED ELECTRIC SERVICE EXISTING SEWER MAIN EXISTING 'MRE FENCE ~---~I PROPOSED ASPHALT """"""""""""'"' MIJ--12 EXISTING ASPHALT PROPOSED PA TH ,,•~~~.., :~ ,., , ' ' • KEY MAP T •1500' 0 ~ 0 ...l 0 u ?:: z :J 0 u g 4l l.l. ~ 1 Ii C i ~ ., 6 •;;; ~~ ., li:..15 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 SH E E T 1 1 MU-11 MA S T E R U T I L I T Y : I ! / r, ,_, _M_A_TC_H_LIN~ S~ET MU-10 I ~ I MATCH LINE SHEET MU-11 - - I IM I I I a 326.53 L.F. SAN SEWER I fl I I a I 214.93 LF C900 8" WATER LINE I I I I REALIGN OVERHEAD / ~=--------POWER SERVICE \ \ 0 LINE TO EXISTING POWER POLE 0 LOCATION AND ADJUST GUY \ I O WIRES AS NECESSARY \ \ • EXSSMH-01 STA: 7+14.43~ \ ~~L/ ,;). \ L---~ START 500' RADIUS RIM=6942•66 ,,... 0 \ t, STA:6+54.5:~-_,,... / .-s.::v 'G> \ 10.12'R/ \ Q ____ ,,...,,... \ --------w -----____ EX-1S''SS: / 54.54 LF C900 - ---E1H5"SS 8" WATER UNE Y~----EJH5"SS ---START 500' RADIUS -----STA:6+00 ---7.6'R --EXMH-UR14 -------------------------------------------11".45 BEND_-----<Elil:::J STA: 1+ 19.63 .... e.a'R 42.42 UF C900 8" WATER LINE 11".45 BEND STA: 1+36.76 ~3.4'L I EXMH STA: 0+20.27~ 39.49 L. Rlf.4=6946.00 I I I I I I I \ \ I \ \ ' I I I I I I I I \ \ \ \ \ \ I I I !; I !; c'I. s I ~, !; "'" ~' " !; cf ATCH LINE SHEET MU-11 - -MATCH LINE SHEET MU-12 I I I I I I I I \ \ \ I l ~ /,-----' ,-----, ,-----, 34.1' BEND ~ STA: 9+61.56~10.36'R ,-----, ,-----, ,-----, 91. 70 LF C900 / 8" WATER LINE /,-----, ,-----, ,-----, ,-----, ,-----, -,....... ,....... / ,,...,,... ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, / ~ ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,---RfMQ)IE-B(IS:ANG-' ,-----, ,-----, ,-----, ,-----, ,-----, POWER POLE ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, , , ,-----, ,-----, ,-----, ,-----, ,---PX I .&:m<I Gr---' '22' 50 BEND STA:8+69.71 , ~0.72'L ,-----, ,-----, ,-----, ,-----, ,-----, p p.JJ..D ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, r UNDERGROUNDING OF NORTH/___,, ,-----, ,-----, ,-----, SOUTH ELECTRIC LINE IN ___,, ,-----, ,-----, ,-----, SEPARATE TRENCH FROM NEW UNDERGROUND ELECTRIC ___,, 'SERVICE LINE ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,........, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, , .,,,..:-\_,, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----,/ ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, r-/ ,-----, ,-----, ,-----, ,-----, ,-----, I ,-----, ,-----, ,-----, ,-----, 7 ,-----, ,-----, ,-----, ~J ,-----, ,-----, ,-----, ,-----, ,-----, ,-----, ,/ ,-----, ,-----, ,-----,/ ,-----, / ,-----, ,-----, ,-----,/ ,-----, ✓ 206.68 UF C900 ,-----,/ 8" WATER LINE ,,...,,... 11".45 BEND ..., r-B< 12'ttH' G ,-----, ,--- , ,-----,P Q.WO ,-----' r ,-----, ,-----, ,-----, ___,, ,-----, FIRE HYDRANJ____,. ASSEMBLY ~~W/6" GATE VALVE' N: 10121.52'1 E:7257.23 15. 98 UF C900 6" WATER LINE ,........, ) ' TWO CLE 6"X8" REDUCER' : /J~ ✓-,........~-/ 22.5' BEND N: 10082.67' E: 7239.62' 206.-68', C900 8" WATER UN ) / y -55.43 UF C900 STA:5+3.09 ,-----, ,-----, ,-----, ,-----,_ -..... e.e2'L \ \ -8" WATER LINE "' , ,-----, ,-----, ✓---;;/ 11".45 BEND STA:4+45.8 \ \ \ ,-----, ,-----, / 121.91 LF C900 ~10.68'L ~ / I \ I \ I I "' 163.63 UF C900 8" WATER LINE 2+00 11".45 BEND 8" WATER LINE STA:3+19.9 ~6.82'L 8''11 ...... J . I ., / / / .,! I I / I /_llh I / "/~· I i -. L_ I//// /!~/ I 4 "X2" GAS TEE BLOCK 1 LOT 1 20' HOLY CROSS EASEMENT WITH NEW UNDERGROUND ELECTRIC CONDUIT - 2 S 2 GAS REMOVE EXISTING POWER POLE LLSSMH-02 STA: 4+19.08 ~5.50'R RIM 6965.44 OPEN SPACE PARCEL F I / / BLOCK 1 LOT 3 ....... I ::::> ~ tu w w III Cl) Cl) w 1 w z z ::J ::J I I 0 0 ~ ~ ~ ~ / / / / / / / / / / / __ r------I ~----:: I I I I I I BLOCK 1 LOT 21 ~ :,1 GRAPHIC SCALE 1!50 0 70 1!!0 JOO I I I I I ( IN FEET ) 1 Inch = 150 ft. LEGEND ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE w. PROPOSED CLEANOUT VALVE © PROPOSED ELECTRIC VAULT A PROPOSED WATER VALVE • PROPOSED FIRE HYDRANT !, PROPOSED PRESSURE REDUCING VALVE j, PROPOSED AIR/VAC RELEASE VALVE .. PROPOSED REDUCER @ PROPOSED WATER WELL * EXISTING LIGHT POLE 181 EXISTING TELEPHONE PEDESTAL C8J EXISTING TRANSFORMER EXISTING SANITARY CLEANOUT ISi EXISTING TELEPHONE POST ~ EXISTING WATIER VALVE -0-EXISTING POWER POLE ca. PROPOSED UTILITY POLE f!!'II ., .... 4"11 ...... 8''11 8''11 12' 12"'\il ----4"GA 4"GAS ----z-~.s----~••~--- PROPOSED CULVERT EXISTING/PROPOSED EASEMENT PROPOSED R.O.W./LOT LINE PROPOSED CENTIERUNE PROPOSED BUILDING ENVELOPE PROPOSED 2" WATER LINE PROPOSED 4" WATER LINE PROPOSED 8" WATER LINE PROPOSED 12" WA TIER LINE PROPOSED 8" SEWER MAIN PROPOSED 12" SEWER MAIN PROPOSED 4• GAS LINE PROPOSED 2• GAS LINE 000 I ---£T---ET---ET---£T---ET---ET---ET----UTG---UTC'----------m: ----WS----- SS E~----- PROPOSED ELECTRIC AND TELEPHONE PROPOSED TELEPHONE &: CONTROL EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED ELECTRIC SERVICE ----• EX-1""SS ----• EXISTING SEWER MAIN EXISTING WIRE FENCE ~---~I PROPOSED ASPHALT EXISTING ASPHALT MU-12 KEY MAP r • 1500' 0 ~ 0 ....l 0 u ?:: z :J 0 u g 4l l.l.. ~ f 6 I ~ t C ~ -e C §. ,. !ii! ~ J G '& Ii C i ~ ., 6 •;;; ~~ ., li:..15 COLORADO MOUNTAIN COLLEGE JUNIOR COLLEGE DISTRICT PARCEL 2993-042-00-034 LAND USE: EXEMPT-POLITICAL SID LAND MAILING ADDRESS: 802 GRAND AVENUE GLENWOOD SPRINGS, CO 81601 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 SH E E T 1 2 MU-12 MA S T E R U T I L I T Y •• • I I I I I I I I PROPOSED 4• GAS TO BE PLACED '#llHIN EXISTING GAS 50' BLACK HILLS ENERGY EASEMENT \ \ 1!50 I \ ~ :,1 GRAPHIC SCALE 0 70 , .. JOO 000 I I I I I ( IN FEET ) 1 Inch = 150 ft. %. 1/~ - ~~ ____________ , r • 1500' KEY MAP LEGEND © PROPOSED ELEC"TRIC VAULT A PROPOSED WATER VALVE • PROPOSED FlRE HYDRANT * EXISllNG LIGHT POLE 181 EXISTING TELEPHONE PEDESTAL C8:l EXISTING "TRANSFORMER ISJ EXISTING TELEPHONE POST ~ EXISTING WATER VALVE -0-EXISllNG POWER POLE CQo PROPOSED UTILITY POLE 4"GAS 4"GAS PROPOSED 4• GAS LINE 2"GAS 2"GAS PROPOSED 2• GAS LINE ---ET---ET---ET---ET---ET---ET---ET-PROPOSED ELEC"TRIC AND TELEPHONE UTC UTC PROPOSED TELEPHONE & CON"TROL Ill: Ill: EXISTING OVERHEAD ELEC"TRIC ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE ES PROPOSED ELEC"TRIC SERVICE EX-15"SS EXISTING SEWER MAIN EXISTING WIRE FENCE 0 ~ 0 ....l 0 u ?:: z :J 0 u g 4l l.l.. ~ f 6 I ~ t C ~ -e C §. ,. !ii! ~ J G -i;. A SA N I T A R Y S E W E R L I N E PL A N A N D P R O F I L E L I N E A PPSS-1 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 L ~ I / I ) ) / / / //I , PLAN VIEW -SEWER LINE "A" STA. 11 +00 -END ,.._,.._I 0 r-,.r-,:1 CC?r--.cid(";' ... ......... ,q-..,,- 0 r--. ·oo ~ ... :,: ~0 zza1· ? .... __ ~'.:!:>==:: ~ tnil::~~: -.... -----------------4.6 " ---------- s•p vc --------....________ -soo L.F_ --------SEWER LINE "E ~ ---------N _j CONNECTIO SE SHEET PPSS 12 0 0 .... "! 0, ,-.: ri ~ ,ri "' "' :.: "' 0 0 0 0 0 .... .... .... .... .... 10+00 11+00 12+00 -------- --------o ,o.z -------- ~ r-------... -... ci ,ri 8 "' 0 .... .... 13+00 PROFILE VIEW SEWER LINE "A" STA: 1 +00 -END 71 20 7 OBO 1 g .... _I ~ - -f) 7 --------s•pVc - "' ... ci ci "' "' 0 0 .... .... PROFILE SCALE: HORIZONTAL 1"=50' VERTICAL 1 "=20' HmON GRAPHIC SCALE 50 0 25 50 100 200 I .. . I~ I l'----__ I ( IN FEET ) 1 inch -50 fL KEY MAP r •1000' LEGEND EXISTING SANITARY CLIEANOUT ~ EXISTING WATER VALVE ® EXISTING SANITARY SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLIE ~ PROPOSED CLEANOUT VALVE A PROPOSED WATER VALVE ~ PROPOSED FIRE HYDRANT .i PROPOSED PRESSURE REDUCING VALVE !, PROPOSED AIR RELEASE VALVE .. PROPOSED REDUCER @ PROPOSED WATER WELIL PROPOSED 2' CONTOUR §) PROPOSED 1 O' CONTOUR -----· EXISTING 2' CONTOUR - --5760--- - EXISTING 10' CONTOUR -PROPOSED CULVERT -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O. W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE ''\I 2"\J PROPOSED 2• WATER LINE 4''\/ 4"W' PROPOSED 4• WATER LINE .. ,..., 8"\i PROPOSED a• WATER LINE 12" 12" PROPOSED 12• WATER LINE --PROPOSED s• SEWER MAIN --PROPOSED 12• SEWER MAIN w~ PROPOSED WATER SERVICE --PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER f.lAIN " EXISTING \\IRE FENCE I I PROPOSED ASPHALT ROADS ~ PROPOSED GRA VIEL 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ SA N I T A R Y S E W E R L I N E PL A N A N D P R O F I L E L I N E B - C PPSS-2 B C BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 1" • 1000' 7100 ..... r---r---19 70B0 ~~~ ... O f::~~R 0 oOO I O LO r-,. r--I- :,: ~~;3 ~ ~:,:>>> tna:::ZZZ SEI IER LINE "A" -c-- 7060 ,;< SEI SHEET PPSS -' -@ / "------- ~ I ~ JV ..,. DJ.TUM ELEY 7040.00 ., N <D "! d ..;. ,..: 1o "' "' "' 0 0 0 0 .... .... .... .... 1+00 2+00 LEGEND PROPOSED 2' CONTOUR ~ PROPOSED 10' CONTOUR EXISTING SANITARY CLEANOUT ~ -----· EXISTING 2' CONTOUR EXISTING WATER VALVE - --576Cl---- - EXISTING 10' CONTOUR ® EXISTING SANITARY SEWER MANHOLE . PROPOSED CULVERT @ PROPOSED SANITARY SEWER MANHOLE -------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY i PROPOSED CLEANOUT VALVE PROPOSED R.0.W./LOT LINE A PROPOSED WATER VALVE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE ~ PROPOSED FIRE HYDRANT f!!",1 f!!'" PROPOSED 2" WATER LINE ~ PROPOSED PRESSURE REDUCING VALVE 4'"w' .. ,.., PROPOSED 4" WATER LINE Ii> PROPOSED AIR RELEASE VALVE .. ,.., .. ,.., PROPOSED B" WATER LINE -12" 12"· PROPOSED 12" WATER LINE .. PROPOSED REDUCER --PROPOSED 8" SEWER MAIN ® PROPOSED WATER WELL --PROPOSED 12" SEWER MAIN ws PROPOSED WATER SERVICE ss PROPOSED SEWER SERVICE EX-15"SS EXISTING SEWER MAIN EXISTING WIRE FENCE I I PROPOSED ASPHALT ROADS ~~~~ PROPOSED GRAVEL i GRAPHIC SCALE 50 O 25 5D 100 200 I - -1-1~1--1---•I { IN FEET) 1 inch = 50 fL 7240 STA. 1+00 -END 7220 "' 0 I :r: "'~ ::, U) U) ~cot'?,::: !; o~~§R I +illr--,-:r:~oz::, :::E .-.._o 7200 Ill:!:::,;>> {/):J)ir~~ 7180 -----V 7100 --. ,,, ,,, 0) (C. •I") r')~~r: ---I 5tor-r -/ ---tF:zz=>o ,,-c-- -----------/ ......____ ---..... _,.,,.-- ----- 394 ~·· ----- ------l:l"Sll"---g:;15'/. "' ., -0 -., .; ..; d ,xj :;i .,; <D ..... ., ., ., 0 0 0 0 0 0 .... .... .... .... .... .... 3+00 4+00 5+00 PROFILE VIEW -SEWER LINE "B" STA: 1 +00 -END -- .... .,; ., 0 .... 6+00 o 4.07% <D 0 ..; .; 0) 0) 0 0 .... .... 7+00 PROFILE SCALE: HORIZONTAL 1"=50' VERTICAL 1"=20' B"SI R-35 I 1_1 V N CLEVE LANE ;s CONNECTION 7080 7060 ... ... .... ,..: ,xj ,xj 0) 0) 0) 0 0 0 .... .... .... B+OO 7140 DATUM ELEV '1130.00 ,,, ill ;:: ---~::,>>>c-;t ci,0:::Z~ ':..../ ,P """ V y- LAKE PRINGS DRIVE 55 co ~NECTION N ... <D., . "' rt) 11 <O • "'~ ,-..m -"' ,:::: r=: .... ;:: 1+00 2+00 PLAN VIEW SEWER LINE "C" STA. 1 +00 -END ..... .... "! 0)~,...:~ c-.l .cor--,. O~jCI-;j: N_::, ~:.E>> N • UJiE~~ "' '": c o «r,q:~ I ':j:~"t~ ~NiC~( ~l,;a:::z F -- ----~ -- .,,,,-- ,.,-,--- l:l"Slll'--35 253 L.F. v • ------- 0 /• .f. ~7.5 -,,<; -i~" ~ V EXISTIN G GRADE EL --PROPOSED I IPE INV. "':;;: <D ... o,N 0 0 ...0) . . ai "? • 0) ..;. 0) . ., -m .... . .,; .... . "'<D ., .... 0)"' 0 o □ _ .... _., ~ ., "'0) --........ .... ;:: .... ;:: ;:: .... ;:: 3+00 4+00 PROFILE VIEW -SEWER LINE "C" STA: 1 +00 -END "' ... . "' "' • oO "' "' .... ;:: 5+00 ~ @ 0.50% 8 SDR-35 HIGH ALF NE DRIVE -- ... 0) "':; ai '": <D • □-□-"'0) "'0) .... ;:: .... ;:: 6+00 PROFILE SCALE: HORIZONTAL 1"=50' VERTICAL 1"=20' '·-· V I 0 ..;. 0 "' .... \ :', J l ON IN :r:.,; ::, "' U) + o'° 1')f I- :r: U) 7220 7200 7180 7160 7140 0 ~ g 0 u ~ z :J 0 u 0 _J w G: ~ D SA N I T A R Y S E W E R L I N E PL A N A N D P R O F I L E L I N E D PPSS-3 D BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 7220 7200 ~ "' .... a,"' ·<O :;i "'~ I :::, o .cor--. I o~f::1- ~ 7180 DA.TUJ/ ELEV 7160.00 . ..-r--.~o <t;;"'>> "'zz -v - ~ 1+00 PLAN VIEW -SEWER LINE "D" STA. 1 +00 -END .. 0 I :,: "' Ill ~ GH ALPINE Wt:-~ :,: H ---------c\ c------/------- v \ -------./ \ -. ____,, _,,,,-,-8 soR-35 ---i----O 4.44% 12" DRY UTILITY I"-CONDUITS '" ------ ~ LAKE SPRING S DRIVE "" a, N .... N .... "' a, N N CD "" oi ,-.: 2 <Xi CD .,; oi .... "' "' a, 0 0 0 O> f:: f:: f:: f:: N N N N f:: .... .... .... .... 2+00 3+00 4+00 5+00 PROFILE VIEW SEWER LINE "D" PROFILE SCALE: HORIZONTAL 1"=50' VERTICAL 1 "=20' STA: 1 +00 -END KEY MAP 1' • llOO' LEGEND EXISTING SANITARY CLEANOUT ~ EXISTING WATER VALVE ® EXISTING SANITARY SEWER MANHOLE ~ PROPOSED SANITARY SEWER MANHOLE ~ PROPOSED CLEANOUT VALVE A PROPOSED WATER VALVE • PROPOSED FlRE HYDRANT ~ PROPOSED PRESSURE REDUCING VALVE .$. PROPOSED AIR RELEASE VALVE .. PROPOSED REDUCER ® PROPOSED WATER WELIL PROPOSED 2' CONTOUR ~ PROPOSED 1 O' CONTOUR -----· EXISTING 2' CONTOUR - --5760--- -EXISTING 1 O' CONTOUR --PROPOSED CULVERT ---------EXISTING/PROPOSED EASEMENT EXISTING BOUNDARY PROPOSED R.O. W./LOT LINE -PROPOSED CENTERLINE -------PROPOSED BUILDING ENVELOPE 2"\/ 2"\/ PROPOSED 2" WATER LINE 4"\/ 4"\J PROPOSED 4" WATER LINE 8"\i 8"w' PROPOSED 8" WATER LINE 12" 12'-PROPOSED 12" WATER LINE --PROPOSED a• SEWER MAIN --PROPOSED 12" SEWER MAIN ws PROPOSED WATER SER~CE -PROPOSED SEWER SER~CE EX-15"SS EXISTING SEWER MAIN EXISTING 1"1RE FENCE I I PROPOSED ASPHALT ROADS ~ PROPOSED GRAVEL GRAPHIC SCALE 50 0 25 50 1(10 200 ~ 1-1--1---1 ( IN FEET ) 1 inch = 50 ft. 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 DET-1 WA T E R - D E T A I L SEE TABLE BELOW. L '-<n-~_l C . fT'IU---, BENDS & ELBOWS FOR flJl\JRE CONNECTION FlTTlNG. ~ PWGGED JEE FOR EVJURE CONNECTION lEE BEU. END \'MERE REDUCER IS USED, ROD BACK TO TEE. MEG-A-LUG MAY BE USED PER MANUFACnJRERS REQUIREMENlS IN PLACE OF TIE Ls UPON APPROVAL OF ENGIN:: BEDYCEB ALL THRUST BLOCKS SHALL SEE TABLE BELOW. BE POURED AGAJNST UNDISl\JRBED SOIL \111-tERE THIS IS NOT POSSIBLE. TIE ROD SHAU. BE USED. " DEAD END LINE TYPICAL SECTION JHRU JHRUSJ BLOCK MINIMUM lHRUST BLOCK BEARING AREAS IN SQUARE FEET WORD •wAlER• ON COVER PIPE SIZE 12• 10" .. •• ADJUSTABLE C.I. VALVf. BOX 5• BARREL 90' BEND 16.0 11.1 7.1 4.0 ~ COMPRESSION MA lERIAL TO PREVENT ROADWAY SHOCK FROM BEING lRANSMITIED TO VALVE. WAlERTIQHT SPLICE (SEE NOTE) 45• 22 1/2' TEE GATE NOTES BEND BEND PWG VALVES SOIL BEARING PRESSURE IS ASSUMED TO BE 3000 P.s.F. YfiERE SOIL BEARING VARIES FROM ABO\,,£, B.7 4.4 11.3 7.3 REQUIRED Bl.oa< AREA MAY BE MODIFED ACCORDING!. Y, B.0 IN NO CASE SHALL BEARINCS AREA. BE LESS THAN 3.1 7.B 4.5 2.0 FT. SQ, STANDARD TEST PRESSURE IS 3.9 2.0 B.O 2.4 CONSIDERED AT 200 P .S.I. 2.2 2.0 2.B 0.7 C00CRETE STRENQTH 10 EE 3,000 P.S.I., 28 DAY lEST. MINIMUM WEIGHT (F THRUST BLOCKS SHALL BE 1,000 LBS. lHRUST BLOCKS FOR WATER MAIN PLAN VIEW N.T.S. ~---RECESS TOP OF VALVf. BOX 1/8• TO 1/4• BELOW FINISH GRADE NOlE: LOOSELY WRAP 12 GAUGE WIRE AROUND VALVE BOX BARREL □Rill. 1/lf' HOLE TO Al.LOW TRACER WIRE TO ENlER BARREL 4• BELOW VALVE BOX CO\IER WITH 12" OF WIRE DRAPED IN BARREL PRECAST ~;;;;;:;-------t_.::...::..c;Ll CONCRETE BLOCK MAIN LINE GAlE VALVES TO HAVE JOINTS SAME AS WATER MAIN OR AS SPECIFIED FOR MAIN LINE FITTlNGS. GATE VALVE DETAIL N.T.S. TEE PR0\.1DE 2 -3/4• GREASED STEEL TIE RODS l\11H "STAR" TIE BOLTS ENCAPSULATED IN POL "!'ETHYLENE SHEETING. OR "PROlECTO WRAP". BOLT VALVE TO lEE, CROSS OR MEGALUGS AS REQUIRED BY ENGINEER ELECTRICAL WARNING TAPE ELECTRIC CONDUIT 18" 2-3" ADD. CONDUITS 0 UTILITY TRENCH DETAIL ELECTRIC, TELEPHONE & CABLE TV N.T.S . LOCAlE NEW CURB BOX 12• ON SlREET SIDE OF PROPERTY LINE. FINISH GRADE ELEVATION AU. DISllJRBED LANDSCAPED AREAS SHALL BE SODDED, OR REPLACED IN KIND. CURB STOP ADJUSTABLE--~~ BOX ARCH PATTERN W/F'OOlPIECE BRASS OR BRONZE ~---CORPORATION STOP I ~ B MIL POLYETHYLENE YtftAP, ::E INSTAllED PER MANUFAC1U1ERS Z RECOMMENDATIONS ('M-IEN REQ.) :i ROVIDE GOOSENECK FOR EXPANSION &: CONlRACTION TYPE •~ COPPER lUBING (CONTINUOUS) g~fif'L£~f",(flHIRON <'. . SADDLE WATER MAJN 8' STEEL POST PAINlED BWE AND LOCAlED AT END OF SERVICE LINE IF NOT COMPLETED TO BLDG. PROPERTY LINE COPPER INLET FOR Fl.ARE CONNECTION REQUIRED ON WAlER MAIN SIDE, SAME ON OUn.ET, OR AS REQUIRED TO MATCH EXISTING SERVICE LINE. SET CURB STOP ON MASONRY SUPPORT WATER SERVICE CONNECTION DETAIL iE 5' TYP. NOTES: 1. PAVEMENT REPLACEMENT SHAU. MEET EXISTING THlct<NESSES AND KIND WllH THE FOLLOWING MINIMUMS, UNLESS OTHERWISE SPECIFIED ON THE PLANS. ASPHALT SURFACING • 3" MIN., AGGREGATE BASE COURSE -15" MIN. 2. IF WAlER MAIN IS NOT UNDER ROAD SURFACE. REPLACE lRENCH MAlERIAL COMPAClED TO 85X STANDARD PROCTOR, TOP 12• TO BE TOPSOIL, AND REVEGETAlE. EXISTING ASPHALT TO BE SAWCUT (TY!'.) □EPlH OF ASPHALT & BASE COURSE COMBINED SELECT MAlERIAL COJPAClED TO 95% IF LOCAlED IN ROADWAY EASEMENT, COMPAClED TO 85" IF LOCATED IN OTHER EASSEMENTS. LOTS OR SPACES, CL.ASS 6 AGGREGAlE BASE COURSE Will. BE REQ'D IF lHE EN~NEER DETERMINES lHAT lHERE IS NO SUITABLE SELECT MAlERIAL ON SllE. NO, 12 COPPER lRACER WIRE EXTENDED TO VALVf. BOXES AND HYDRANlS, AND ATTACHED AT A POINT ACCESSIBLE FROM ABOVE GROUND. (WHEN REQUIRED) CI..ASS 8 ABC BEDDING MAlERIAL COMPAClED TO 95" STANDARD PROCTOR DENSITY. N.T.S. ""'-"' .lillIES &sr-.&~~rmr~ Z. FlEIB..E IICKr ~ E -TD PIIMJE A ..aaTH CDNIJ,CI' Wlllt 'M! NIISlR IIIMlfflll IP 'M! -, 1 1IE DEaS t::1#' aw.L E IWU'JIOIIRII 11'1' M JEIMCE9, lie.. ~~ Mll0tM.J1£-..=,n.,%,'\,~olP: IXINWlr PAIJI PmliDINil FMIII 1lli ~di?ir1r -----111111: ....-ill FIIINa TD ...,.. .... 1IIPO!.,,.. mu: NOTE: DEBRIS CAP TO BE INSTAl.l.ED ON All. GAlE VAL\IES WITlN PROJECT UMIT5. DEBRIS CAP LINE VALVES AT TEES AND CROSSES TRENCH CROSS SECTION NOTES: 1. USE CONCRETE lHRUST BLOCKS & ANCHOR El.CCI( FOR PLASTIC PIPE, (NO TIE RODS). 2. FOR CAST IRON PIPE USE EllHER TIE RODS OR CONCRETE BLOCKS. 3. ANCHOR BLOCK WEIGHTS AND TIE ROD SIZE &: LENGlH BASED ON 200 PSI PRESSURE & 4-1/2 FT. OF COVER. WHERE WORKING PRESSURE EXCEEDS ABOVE, ANCHORS TO BE SPECIAL CONSTRUCTION. ~------MIN. 2-#8 REBARS ASPHALT COA lED ,------STRAPS 4. MEGA-WG MAY BE USED PER MANUFAClURERS REQUIREMENlS IN PLACE OF TIE ,----TIE RODS Y.tlERE APPLIES. MIN. 2 REQ'D • RODS UPON APPROVAL OF ENGINEER. CLEARANCE AT HUB TIE RODS WHERE ----,-..._ APPLIES. TIE DOWN RODS MIN. 2-f6 lHRUST BLOCK __ _, (SEE CHART FOR BEARING AREAS) PIPE M N WEIGH OF ANa-lOR BLOCK SIZE 90" BEND 45" 22 " BEND 2· 150 10· 12· NOlE: WEIGHT OF CONCRElE EQUALS 150#/CU. FT. PIPE SIZE 4• .. .. 12· ONE PIPE LENGTH (MIN.) >----ANCHOR BLOCK (TI-IRUST UPWARD SEE TAEII..E FOR SIZE) EXlDID BLOCK INTO SIDES OF TRENa-t. TIE RODS BEND ROD L£NG1H DIA, OF ROD• 90' 3/4· 22' 45• 3/4" 7 22½· J/4" 2' 90' 3/4• 35• 45• 3/4" 10' 221· 3/4" 3' 90' 1· 4B' 45• 3/4" 14' 22t· 3/4· 4' 90' 1 ,,,.. 71!/ 45• 3/4" 22' 22½· 3/4" •• AClUAI.. LENGTH OF ROD TO BE SUa-1 • THAT STRAP CAN BE PLACED BEYOND FIRST COUAR OR HUB AT OR BEYOND THE MINIMUM LENGTH SHOWN. VERTICAL BEND ANCHOR DETAIL N.T.S. N.T.S. N,T,S. WATER MAIN / MIN. 18" SEPARATION PROPOSED SURFACE WATER M N □ MIN. 10' SEPARATION SEWER M IN □ MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN WATER LINES AND SANITARY SEWER LINES (EDGE TO EDGE). IF lHIS IS NOT POSSIBLE, lHE ELEVATION OF lHE CROWN OF lHE SEWER SHOULD BE AT LEAST 18 INCHES BELOW lHE INVERT OF lHE WATER MAIN. IF NEllHER OF lHESE ARE POSSIBLE, CONSTRUCTION SHALL BE AS DIRECTED BY lHE CITY. SEE ENCASEMENT DETAIL ON lHIS SHEET. UTILITY SEPARATION DETAIL N.T.S. ti' GA'II!: VAL.VI!: lfflt ll0X %' CCltP. mlP W/ "'-"""'"""'-' (2 RE'4JIRED) r PLOT OPERA1ED Gl.08E PRESSURE REDUClfG VAL.'IE, l!IM. y MCDl!L. -400 Olli N'PllOWD mJI\IALENT. ... , PMMll!1%'~ CPENIG FOR i:.>E 14 REBAR a 18" o.c. IICJIH DIREC110NS, ALL WALlS, ROQF', AND FlllCft. ~-------~-~ -------- PRESSURE REDUCING VALVE VAULT PLAN 2 CAST MON M.H.. 8NQ &._LID WllH lHE \IQll -wAlER" (J<I UD, MATCH TO FlNlll-l GRADE :so" .. N. DIA. HOLEN UD ECllNTRIC COPE WjsTEPs L.F11NG RING CENTERED ON VAi.LT UD UFTING RING OVER VALVE PROWJE 1/4" TAP AND 2 -280 PSI STAINLESS STm.. UQUID Flu.ED GAGES 'MlH PRESSURE SNl.&IERS IJ«J ISOLATION COCKS. PREOAST CONCRETE VAULT MANUFACTURED W/4000 PSI CONCRETE SClUD!liE\IE <I=-4• DRAIN TO DAYUGHT QRINNEL PIPE SUPPORT, ,isB CIR APPRO\ED EQUAL Wit. OF 2 Sl.FPORlS P.R,Y, VAULT SECTION lRAFFlC FI...ANGE z :i lo _l 3000 PSI CONCRETE lHRUST BLOCK AND BOND BREAKER AT FITTING 1/2 CU. YD. GRAVEL DRAIN MATERIAL SET HYDRANT ON a•x 18"x 24• CONCRETE OR STONE SLAB PRO'IIDE A MINIMUM OF (3)-3/4"• TIE ROOS, ASPHALT COAlED N.T.S. ORIENT PUMPER CONNECTION TOWARDS STREET UNLESS OTHERWISE SPECIFIED. NOlES: 1. AU. JOINTS FROM MAIN TO HYDRMIT SHAU. BE HARNESSED MECHANICAL JOINTS OR FLANGED JOINTS. 2. HYDRANT, VAi.VE &: FITTlNGS TO BE 250 PSI RAlED. 3. POL VETHYL.ENE ~p (\'MEN REQUIRED) SHAU. COVER ASSEMBLY FROM HYDRANT BASE TO WATER MAIN. 4, All. HYDRANT LEAD PIPING TO BE D.I.P, 5. NOZZLE CAPS W/NUT IDENTICAL TO OPERATING NUT. RECESS TOP OF VALVE BOX 1/4• BELOW FINISHED GRADE AD.JJSTABLE VALVE BOX AUXILIARY GAlE VALVE (NORMALl. Y OPEN) s• FL x MJ GAlE VALVE MJ X MJ X GED TEE (Sl\1'1El. \'MEN APPROVED BY ENGINEER) SET VAi.VE ON a·x a·x 1e· CONCRElE OR STONE SLAB OR MEG-A-WGS AS REQUIRED BY ENGINEER. FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL N.T.S. 0 0 c2 g 8 ~ z ::i 0 u 0 _J w Li: 0:: t!i SA N I T A R Y S E W E R D E T A I L DET-2 BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 I 8rl -MAX TRENCH WIDTI-1 "' • "' /:« « ;;;:: "' " / "' « " "' « ;: « "' LIMIT OF SLOPING OR BENCHING OF lRENCH WAl..l.S CLASS 6 AGGREGATE BASE COURSE /::< 0 /::< 0 " . "' • sci -MAX lRENCH WIDTI-1 lRENCH BACKFlll. HAND TAMPED IN .. UflS .. & .. . t7 • . B0 • PIPE OD -t-----< ai ; "' ,. ... I .,o <t. - NOMINAL DIAMETER 33" & SMALLER 36" & LARGER NOTES: FIGURE 1 1/4 Bc-f!t" MIN. 15• DIA. &: SMAll.ER 8 0 -PIPE OD FIGURE 1 a FIGURE 2 IDEAL 'IRENCH CONDITIONS FIGURE 2 1 a• DIA. &: LARGER ~. -~ ;;;:: ..• -':-< -~ • -~ ' • ·--" • . n . ')',' . FIGURE 3 ROCK EXCAVATION FIGURE 4 UNSTABLE SUBGRADE CONDITION • ---hAND TAMPED BACKFlll. {TVP!) ;j __-FOR SIZES 18" AND LARGER I 1• TO 1 1/2• ROCK LARGE STONES BROKEN CONCRETE, ETC. IF REQ'D NOMINAL DIAMETER 33" & SMALLER 36" & LARGER NOTES: MAX. lRENCH WIDTH AT A POINT 12" ABOVE PIPE B = B0 • + 15• B = 8 0 , + 30• 1. BELL HOLES SHALL BE EXCAVATED AT ALL BELL & SPIGOT JOINTS. CLASS "B" BEDDING REQUIREMENTS WATER OR SEWER MAIN LIMIT OF SLOPING OR BENCHING OF lRENCH WALLS MAX. lRENCH WIDTH AT A POINT 12" ABOVE PIPE B = 80 , + 15• B = BC, + 30• (TYPICAL REQUIREMENTS) N.T.S. B d = MAX lRENCH WIDTH DENSllY COMPACTED BACKFILL SHAPED TO FIT BOTTOM QUADRANT OF PIPE B0 = PIPE OD FIGURE 1 SHAPED SUBGRADE NOMINAL DIAMETER 18" & SMALLER 21" TO 36" 42" & LARGER MIN. d 2" 3• 4• 1. BELL HOLES SHALL BE EXCAVATED AT ALL BELL & SPIGOT JOINTS. 2. CLASS •c• BEDDING MAY ONLY BE USED UPON APPROVAL OF CHIEF ENGINEER OR HIS APPOINTED REPRESENTATIVE. LIMIT OF SLOPING OR BENCHING OF lRENCH WALLS COMPACTED .-c=--...... GRANULAR MAiL El,, = MAX lRENCH WIDTH DENSllY COMPACTED BACKFILL B0 = PIPE OD FIGURE 2 GRANULAR FOUNDATION [ 1/6 B0 d CLASS "C" BEDDING REQUIREMENTS WATER OR SEWER MAIN (USE ONLY W/ENGINEER'S APPROVAL) N.T.S. I 3' FINISH GRADE 3' l_ ~---FULL BODY WYE FOR NEW CONSlRUCTION WYE SADDLE FOR EXISTING SEWER MAIN MIN. GRADE 2% (1/4" PER FOOT) w z :J § n. 0 0: n. NOTE: STEEL POST DIRECTLY OVER PLUG, PAINT GREEN REMOVABLE STOPPER STAINLESS STEEL SlRAPS FOR SADDLES (2 EACH SADDLE) WHEN MAIN IS AT EXCESSIVE DEPTH, SER"1CE MAY CONTINUE UP AT 45' TO MIN. DEPTH OF 9' THEN CONTINUE AT ALLOWABLE SLOPE TO DWELLING UNIT. SEWER LINE CONNECTION AT SEWER MAIN PR0"1DE /15 CONTINOUS BARS AT FOUR CORNERS N.T.S. BACKFILL OVER MAIN ,,.,;v,..,;v,,.,;v,,.,;v,,.,;v,..,;,' /14 TIES @ 16" O.C. • • • TWO SIDES OF ENCASEMENT TO BE FORMED CONTINUOUSLY ALL-THREAD ROD (EACH SIDE) -~.._f-l,.J'C,' • IF REQ'D FOR TIES TO BENDS • 2" CLEAR . 0 -.:!-'-I-'---SEWER MAIN (TYP.) CONCRETE PLACED ON----~~ COMPACTED SOIL Ll • .• CONCRETE ENCASEMENT FOR SEWER MAIN N.T.S. CHANGE IN PIPE SIZE SLOPE @ 1% MIN . JUNCTION MH ALIGNMENT CHANGE ,,---SHAPED INVERTS--, 24" OPENING IN TOP (ORIENT OVER BENCH) TYPICAL INVERTS RUBBER 0-RING OR FlEXIBLE MANHOLE SEAL. GROUT SEAL NOT ALLOWED RECESS MANHOLE ~ LID 1/8" TO 1/4" BELOW FIN~H GRADE <( ' ::,a WORDS "SANITARY SEWER" ON COVER 24"C.I. M.H . RING & COVER DENVER HEAVY OR EQUAL ASPHALT FIRST JOINT 1' MIN. 3' MAX. INVERT ELEV. lli. SHOWN ON PROFILE LATERAL • ID ¾ BASE COURSE ::::====::::\--3 REINFORCED CONCRETE GRADE RINGS (MIN.) WITH 6" WALL __.,.----CAST IRON OR ALUM. MANHOLE STEPS, POSITION OVER SHELF IN VERTICAL LINE AT 15" o.c. MAX. ,.,._ __ ECCENlRIC CONE '\__.,,-----REINFORCEMENT K=l========~N (ASTM-C 478) 4'-o• DIA. DROP THRU MANHOLE INVERT ELEV. ll!.!I _J SHOWN ON PROFILE SECTION • PIPE I.D. MANHOLE I.D. 18" & SMALLER 4•-oH 1- j 12· 5-0 DIA. FLEXIBLE PLASTIC SEALING COMPOUND (RAM-NEK) AT ALL JOINTS 21" TO 48" 5'-0"' w 0: n. CONCRETE MORTOR CONCRETE BASE CAST IN PLACE (3000 PSI MIN.) SLOPE 1•-3• .. ... . .... . . •. ..... MANHOLE I.D. + 16" 'N • . '· 'i,, NOTES: 1. MANHOLE BARREL MINIMUM DIAMETER SHALL CONFORM TO TABLE. 2. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING OR SHAPING WITH CEMENT MORTOR. 3. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA ALUMINUM CO. NO. 126538. 4. PRECAST SECTIONS TO CONFORM TO ASTM C-478. 5. PIPE GASKET REQUIRED AT MANHOLE WALL 6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SlRENGTH I OF 3000 PSI. CONDITIONS. \ BASE REBA 7R.-c 114 oM 0 PLE 1 TE 20 DOMCANHOLE INSIDE WALL SURFACE TO BE SEALED WITH A THOROSEAL COMPOUND. ALSO THOROSEAL OUTSIDE WALL IN WET EACH WAY, 3• CLEAR FROM TYPICAL MANHOLE SECTION GROUND TYPICAL MANHOLE DETAIL PERMA JOINT SEAL FOR INCOMPATIBLE JOINTS N.T.S. SPECIAL REVERSE "y" FITTING CONCRETE GROUT I-2"± 11-----B-----i--------C--',----~ = = 0 0 ==o = INVERT IN SHOWN ON PROFILE >Y/ Y».Y».Y>; BEDDING MATERIAL //-» /'< UNDISTURBED GROUND / <,, PRECAST MANHOLE BARREL SECTION PIPE I.D 8" 10· 12· 15" CONCRETE ENCASEMENT TO BE A MINIMUM OF 6" THICK ALL AROUND DROP A 60" 60" 60" 78" BOTTOM SECTION MAY BE POURED MONOLITHIC WITH MANHOLE BASE B C D E F 26" 34• 18" 21· 4-1/2" 20· 40• 21· 21· 5-1/8" 18" 42• 24" 21· 5-7/8" 38" so· 30" 24• 7• G H 8" 4-5/8" g• 5-1/2" 10-3/4" 5-7/8" 12-1/2" 7-3/4" d. 2"± SPECIAL 90" ELBOW NOTE: DROP INVERT SHOWN ON PROFILE 1. DIMENSIONS SHOWN ARE APPROXIMATE FOR THE VARIOUS TYPES OF AVAILABLE PIPE. 2. FOR PAYMENT PURPOSES: ALL FITTINGS, PIPE, CONCRETE ENCASEMENT SHALL BE INCLUDED IN THE COST OF OUTSIDE DROP. 3. DIAMETER OF DROP SHALL NOT BE LESS THAN THE LINE PIPE DIAMETER. 4. OUTSIDE DROP SHALL BE CONSlRUCTED WHEN DROP INTO MANHOLE IS 2'-0" OR GREATER. OUTSIDE DROP MANHOLE CONSTRUCTION N.T.S. 0 0 c2 g 8 ~ z ::i 0 u 0 ...J w Li: 0:: t!i DET-3 RO A D A N D P A T H S E C T I O N D E T A I L S BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 SECURE TOP EDGE OF FILTER CLOTI-1 TO FENCE EXACT LOCATION OF SEDIMENT FENCE STAKED IN TI-IE FIELD BY TI-IE ENGINEER. WIRE FENCE POST FENCE ----------...._ 5 FEET / 2' '-,--u FILTER CLOTH BURY TRAILING EDGE OF FILTER CLOTI-1 IN TRENCH A MINIMUM OF 6". 1--l ,.•>----10' (APPROX.) ------1 POST FILTER CLOTH u u MATERIALS FOR FILTER CLOTI-1 FENCE SHALL CONSIST OF STANDARD WOVEN LIVE-STOCK WIRE, A MINIMUM OF 36" IN HEIGHT, A MINIMUM OF 14-GAGE WIRE, WITI-1 A MAXIMUM MESH SPACING OF 6 "; POSTS SHALL BE EITI-IER WOOD OR STEEL, MINIMUM LENGTI-1 OF 5'. SEDIMENT CONTROL FENCE N.T.S. INSTALL 9" (d50) NOMINAL RIP-RAP, HAND PLACED 18" TI-IICK OVER FILTER FABRIC. ROUNDED RIVER ROCK MAY NOT BE USED. (SEE GRADING AND DRAINAGE PLAN) / Q g \ CONCRETE HEADWALL 1s• (2doo) 13.5" (1.5doo) /,'-:::. ;,'-::. ,,'\ 7 ):S //, /,.1//, 1//. YX /A />; L/2 ---+--~-+-~-----L/2 _____ __, FILTER FABRIC d50=9" RIP-RAP AT CULVERT OUTLET N.T.S. CULVERT A EROSION LOG SECJJON B-B A D D D D B D D ¢ D WET\AlllS OR FOOURE 'I<> lHAT NEEDS PROID:OON D D <t 9oo EROSION LOG EROSION LOG ENTRENCH 3'c PLAN VIEW SECJJON A-A PLAN YJEW CULVERT EROSION LOG INLET PROTECTION (p SEDIMOO REMOVAL SIWJ. BE PERFORMED CONffiOOUSLY FOR PROPER FUNCTION. TYPICAL STAKING PATTERN AND EROSION LOG APPLICATION TIE TO EXISTING ROAD 99 FOOT WEIR WIDTI-1 TOP OF WEIR ELEVATION: 6900.50' LINE DRAINAGE SWALE WITI-1 NORTI-1 AMERICAN GREEN C250 OR APPROVED EQUAL WHERE NOTED ON TI-IE GRADING PLANS ---------------6'-------~~----, 1-------3' ------i DRAINAGE SWALE DETAIL N.T.S. >----------------><? FOOT BOTTOM WID,n+----------------1 18" DEPTI-1 OF WATER FOR EXISTING 100 YR FLOW 4: 1 SLOPE OF WEIR PROPOSED OVERFLOW BASE WEIR ELEVATION: 6899.00' 6" TI-IICK CONCRETE PAD 4: 1 SLOPE OF WEIR POND OVERFLOW WEIR DETAIL NTS TIE TO EXISTING ROAD D D POINT A N,..i,--POINTA PLAN VIEW POINIS A MUST BE HIGHER THAN POtlT B SE:mJON P-P EROSION LOG DETAIL DITCH INSTALLATION EROSION LOG REVEGETATION PROCEDURES ALL AREAS DISTURBED DURING CONSTRUCTION W1LL BE REVEGETA TED ACCORDING TO TI-IE FOLLOWING CRITERIA. DURING CONSTRUCTION, EROSION WHICH MAY POSE A TI-IREAT TO SURROUNDING PROPERTIES OR WATERWAYS W1LL BE CONTAINED TI-IROUGH THE USE OF TEMPORARY EROSION CONTROL MEASURES AS DEEMED NECESSARY TO COMPLY W1TH TI-IE N.P.D.E.S. REVEGETATION OF DISTURBED AREAS SHALL COMMENCE IN THE FALL, PRIOR TO TI-IE FIRST MAJOR SNOWFALL, OR EARLY SPRING IF SITE CONDITIONS ALLOW. EROSION CONTROL MEASURES ARE AIMED AT CONTROLLING/CONFINING SEDIMENT WITHIN OR NEAR THE AREA OF DISTURBANCE. THE LONG TERM STABILITY OF TI-IESE AREAS WILL DEPEND ON THE ESTABLISHMENT OF APPROPRIATE GROUND COVER VEGETATION. TI-IE PRIMARY GOAL OF THE REVEGETATION EFFORT IS TO PROTECT WATER QUALITY WHICH WILL REQUIRE A STURDY GROUND COVER AS SOON AS POSSIBLE. FOLLOWING ARE STANDARDS WHICH HAVE BEEN ESTABLISHED FOR REVEGETATION APPLICATION TECHNIQUES: 1. ALL TOPSOIL SHALL BE SALVAGED FROM DISTURBED AREAS, STOCKPILED AND RE-SPREAD PRIOR TO REVEGETAllON. TOPSOIL SHOULD NOT BE RE-SIPREAD ON AREAS OF THE SITE PROPOSED FOR FUTURE BUILDING. TI-IE FINISHED SOIL SURFACE SHALL BE LEFT IN AN IRREGULAR, SCARIFIED CONDlllON WHICH MAXIMIZES MOISTURE RETENllON ON THE SLOPE. 2. WHERE SLOPE ALLOWS, SEED SHALL BE DRILLED OR OTHERWISE MECHANICALLY INCORPORATED INTO TI-IE SOIL ("FARMED"). WHERE STEEPNESS OF SLOPE RESTRICTS EQUIPMENT ACCESS, SEED SHALL BE HYDRAULICALLY APPLIED AND FOLLOWED BY APPLICATION OF HYDRAULICALLY APPLIED MULCH OR STRAW. STRAW MULCH SHALL BE SECURED IN PLACE WITI-1 A HYDRAULICALLY APPLIED TACKIFIER. 3. SLOPES WITI-1 GRADIENTS OF 2: 1 OR STEEPER SHALL BE HYDRAULICALLY SEEDED, STRAW MULCHED AND PROTECTED BY PLACEMENT OF EROSION BLANKET (JUTE, EXCELSIOR OR SIMILAR ORGANIC PRODUCT). STRAW TACKIFIER IS NOT REQUIRED WHEN EROSION BLANKET IS USED. 4. TI-IE EXPOSED SLOPE WOULD BE PREPARED WITH MINI BENCHES. TOPSOIL WOULD THEN BE SPREAD OVER TI-IE SLOPE, SEEDED AND COVERED WITH STRAW. EROSION CONTROL BLANKET WOULD THEN BE TACKED INTO THE HILLSIDE COVERING ALL TI-IE SEEDING. IF EXISTING MOISTURE CONDlllONS INDICATE THE REQUIREMENT FOR IRRIGATION, TI-IEN EITI-IER DRIP IRRIGATION OR MINI-SPRAY IRRIGATION WOULD BE USED. 5. REVEGETAllON WILL BE CONSIDERED SUCCESSFUL WHEN THE CONTRACTOR HAS ESTABLISHED A DESIRABLE PERENNIAL VEGETAllON (SEED MIX) BY TI-IE END OF TI-IE SECOND GROWING SEASON SUFFICIENT IN COVER AND CAPABLE OF RENEWING ITSELF TO ADVANCE TO TI-IE ACCEPTABLE STAGE OF REVEGETAllON AND THE DISTURBED AREA IS CONSIDERED STABILIZED AND EROSION CONTROLLED. NAJJYE SEED MIX SQENDFJC NAME G<WYCII NAME YARflY GRASSES AGROPYRON SMITHII AGROPYRON TRACHYCAULUM FESTUCA IDAHOENSIS FESTUCA RUBRA KOELERIA MACRANTI-IA ORYlOPSIS HYMENOIDES POA SANDBERGII SITANION HYSTRIX STIPA VIRIDULA FORBS ACHILLEA IANULOSA BALSAMORHIZA SAGITTATA LUPINUS ARGENTEUS SPHAERALCEA COCCINEA WESTERN WHEATGRASS SLENDER WHEATGRASS IDAHO FESCUE RED FESCUE JUNEGRASS INDIAN RICEGRASS SANDBERG BLUEGRASS SQUIRREL TAIL GREEN NEEDLEGRASS WESTERN YARROW ARROWLEAF BALSAMROOT BLUE LUPINE SCARLET GLOBEMALLOW ARRIBA PRIMAR JOSEPH CANBAR LODORM 4 4 2 2 1 1 2 1 2 1/8 1/4 1/4 1/4 0 ~ g 0 u ~ z :J 0 u 0 ...1 w G: ~ BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . DM C DR D 11 / 1 7 / 2 0 2 5 RO A D A N D P A T H S E C T I O N D E T A I L S DET-4 O' UTIU -EA;-.,S,=E;-;ME;,;N;:TH--------------------------------------------80' R.O.W. --------------------------------------------=~ 5' TYP, J_ 2' MIN. J ,__-,6' GRAVEL---.------12' ------+------12' ------.--6' GRAVEL SHOULDER LANE LANE SHOULDER / 4• GRADE SX ASPHALT PAVEMENT I----10' 2% 3% STRIP AUL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTlH OF 12• TO 95% STANDARD PROCTOR 2" 1 O" CL.ASS 2 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 3% 6" CL.ASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR TYPICAL SPECIAL COUNTY ROAD 114 ROAD SECTION N.T.S. 5' TYP. 2' BERM 110' UTILITY 10' UTILITY n EASEMENT ---------------------------------5 0' R.O.W. ---------------------------------EASEMENT 't 1-----------------30' ----------------1----------------30' ----------------- ~~-&~ 4f7..""•"• 2' MIN. GRAVEL--:--+----.------11' ------+------11' -----.----If--2' MIN. GRAVEL -'-' ~;\ C'-< "J/,lltv(} SHOULDER LANE LANE SHOULDER .t,P-~\l,'P-i-' .i,P-i-~ I','\ 2' BERM i--3' TYP. -~ 5% 2% STRIP AUL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTlH OF 8" TO 95% STANDARD PROCTOR /3• ASHALT PAVEMENT / 2% 8" CLASS 2 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR TYPICAL P .U.D. ROAD SECTION N.T.S. 1----------24' FLOWILINE TO FLOWILINE ----------1 ,_ _____ 12' -------i------12' _____ __, 2' MOUNTABLE---+-i----.-----l1' _____ _,_ _____ l1' -----,---+--+--2' MOUNTABLE CURB & GUTTER LANE LANE CURB & GUTTER 3" ASPHALT PAVEMENT 5% 6" CL.ASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR l,lQil;, SURFACE AND ROAD BASE SECTION TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 2% 3 ,1 TYP, MAX 3~ -- • STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTlH OF 8" TO 95% STANDARD PROCTOR 8" CL.ASS 2 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 6" CL.ASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR TYPICAL MULTI-FAMILY ROAD SECTION J ~ CJ), I-3' TYP. .-----11' LANE STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTlH OF 8" TO 95% STANDARD PROCTOR N.T.S. ------+------11' LANE 2% 8" CL.ASS 1 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR TANK ACCESS ROAD N.T.S. 6" CL.ASS 6 AG GREGA TE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR NOTE SURFACE AND ROAD BASE SECTION TO BE VERIFIED BY GEOTECHNICAL ENGINEER. ,-----t-----11•·------11------11•------..----- ,., SHOULDER (VARIES) WHERE CONFLICTS WITH CULVERTS OCCUR, DEFLECT UTILITIES VERTICALLY GAS UNDER THE CULVERTS SHOULDER (VARIES) it) .. TELEPHONE~ --:-c__ ELECTRIC/ TYPICAL UTILITY COVER & SEPARATION REQUIREMENTS N.T.S. ,_ ____ 12' STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTlH OF 8" TO 95% STANDARD PROCTOR l,lQil;, LANE SURFACE AND ROAD BASE SECTION TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 6" CL.ASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 8" CL.ASS 1 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR UTILITY ACCESS ROAD N.T.S. 2'-0" 1'-0" 10• 1-1;2· 6" 4 / 5" CLASS 6 AGGREGATE BASE COURSE •. ·• EXTEND BASE COURSE 6" BEYOND BACK ·• OF CURB. COMPACT TO 95% OF .. STANDARD PROCTOR. MOUNTABLE CURB & GUTTER DETAIL N.T.S. . . . . . 4• CL.ASS 6 GRAVEL _/ COMPACTED NATIVE SUBGRADE MATERIAL TYPICAL TRAIL SECTION PATH NOTES: 1. TRAIL GRADES SHAUL BE BETWEEN 5% AND 10%, WITH A MAXIMUM OF 15% FOR SHORT RUNS. 2. USE GRADE DIPS FOR DRAINAGE ON SECTIONS STEEPER THAN 8%. 3. PLACE GRADE DIPS EVERY 100 FEET. 4. CULVERTS SHALL BE PLACED BENEATH THE TRAILS IN ALL MAJOR DRAINAGE WAYS TO CONVEY RUNOFF. 5. llHERE SHALL BE NO SIGNAGE ALONG THE TRAILS. 6. USE NATIVE ROCK FOR SLOPE RETENTION WHERE NECESSARY. 7. llHERE SHALL BE NO GRADING NECESSARY WHERE CROSS SLOPES ARE 5% OR LESS ALONG THE TRAILS. 0 0 c2 g 8 ~ z ::i 0 u 0 ...J w Li: 0:: t!i BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado 2221018 BE R K E L E Y F A M I L Y L I M I T E D P A R T N E R S H I P LA K E S P R I N G S R A N C H P . U . D . JS DR D 11 / 1 7 / 2 0 2 5 WA T E R S T O R A G E T A N K D E T A I L S DET-5 WATER TREAlMENT BUILDING INSTALL FLAP VALVE OR 1'11RE SCREEN DRAIN TO DA'!I..IGHT ~'°"-----(NOT TO WATERS OF THE U.S.) 8" GATE VALVE 8"¢ OVERFLOW TANK HATCH 12" GATE VALVE MANWAY 12"¢ OUTLET TO DISTRIBUTION SYSTEM TANK VENT W/ SIZE 200 MESH SCREEN TANK SPECIFICA TI□NS SEE A \JI,/ A Dl00 TANK DIMENSIONS; 55' DIAMETER, 21' TALL. (19.7' -350k GAL) MANWAY 6" GATE VALVE 4•, TANK SUPPLY 400,000 GALLON STEEL WATER TANK DETAIL N.T.S. LADDER AND GRATED Pl.A 1FORM , 55.0' HANDRAIL AND SAFETY CAGE ACCESS HATCH rt' TANK O\IERFLOW WllH 24• •FUNNEL: WEIR 350,000 GAL © If TAN<: DRAIN 2" ABOVE TANK FLOOR 12" DIAMETER _ _.-SILT STCP a• TAU. WllH REMOVABLE SILT STOP OVERFLOW NOTE: 1. FOUt«lATlON DESIGN SHALL BE PER GEOTECI-IIIICAL ENGINEER AND TANK MANUFACTURER. 2. TANK FROM F'OUIIDATION UP SHAU. BE DESIGNED BY TANK CONlRACTOR. J. TANK FOUl'l>ATION Atll PIPING SHAU. BE BY GE~RAL CON'TRACTOR. 4. TANK GROUNOl,IG PRO'TECTION SHALL BE PER MANUFACTURERS RECOIA1ENDAT10NS. 12" Dl51RIBUT10N LINE lHROUGH TREA1MENT BUILDING 12" Cl.ASS 8 A.B.C. COMPACTm 10 9~ STANDARD PROCTOR SCARIFY AND RECOMPACT SUBGRADE IN SITU TO A MINIMUM DEPTH OF fr SECTION OF 350,000 GALLON TANK 3'" ANGLE 1/2" Hole HATCH LOCK 3/8" Plate PLAN VIEW N.T.S. RUBBER SEAL of Tank LOCKABLE TANK HATCH NOT TO SCALE 4•i, PVC RISER PIPE 4•J C900 PIPE SUPPLY PIPE FROM WA lER TREATMENT BUILDING TANK BOTTOM :'.; "' uJ a_ a. a_ ii: ::::, ;o ~ 0 2,50' ~ z "- "' 0 I/;! F 0 ::::, m □ ii" ~ >-V) z ci < "' □ z < "' ::. f;' "' "' 0 .; LL □ z b < iri uJ a. ii: NOTE: TIE YIIRES TO STABAUZE RISER PIPE SAND SHAU. BE lEVEL WllHIN :I: 1/8 INQ-1 IN ANY 10 FEET OF' CIRCUMFERENCE AND WITHIN 1/2 INCH IN THE TOTAL CIRCUMFERENCE. TANK INSIDE WALL -AS PER SPECS AS PER. SPECS Ii!) ALLOW 1• EXPANSION GAP BETWEEN PIPE ENDS INSIDE COUPLING ~ IQ) THRUST BLOCK TYPICAL TANK-PIPE CONNECTION NOT TO SCALE MAlERIAL SCHEDULE FOR TANK-PIPE CONNECTION CONNECTION SIZE CONNECTION SIZE FITTING 5• a· ~ 3.0 LF. 6.625'" O.D. 3.D LF. 9.625'" O.D. STEEL PIPE SlEEL PIPE 0.432" WAU. 0.500" WAU. lliJ STY'I....E 62 DRESSER STY'I....E 62 DRESSffi COOPUNGI COUPI.JNGI 6.900 X 6.625 9.oe0 X 8.625 lg 6" DUCTILE IRON PIPE B" DUCTILE IRON ~PE IQ] 6'" M.J. X P.E. 90' BEND B" M.J. X P .E. 90" EEND [] 5• W.J. DUClllE IRON PIPE 8"' M.J. DUCTILE IRON PIPE 0 0 c2 g 8 ~ z ::i 0 u 0 ...J w Li: 0:: t!i