monument academy high school · 2019. 8. 17. · design engineer's statement: these detailed...
TRANSCRIPT
DESIGN ENGINEER'S STATEMENT:
THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY
DIRECTION AND SUPERVISION. SAID PLANS AND SPECIFICATIONS HAVE BEEN
PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR
DETAILED ROADWAY, DRAINAGE, GRADING AND EROSION CONTROL PLANS AND
SPECIFICATIONS, AND SAID PLANS AND SPECIFICATIONS ARE IN CONFORMITY
WITH APPLICABLE MASTER DRAINAGE PLANS AND MASTER TRANSPORTATION
PLANS. SAID PLANS AND SPECIFICATIONS MEET THE PURPOSES FOR WHICH
THE PARTICULAR ROADWAY AND DRAINAGE FACILITIES ARE DESIGNED AND ARE
CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I ACCEPT
RESPONSIBILITY FOR LIABILITY CAUSED BY NEGLIGENT ACTS, ERRORS OR
OMISSIONS ON MY PART IN PREPARATION OF THESE DETAILED PLANS AND
SPECIFICATIONS.
_______________________________________ _______________
JOHN P. SCHWAB, P.E. #29891 DATE
OWNER/DEVELOPER'S STATEMENT:
I, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH ALL OF THE
REQUIREMENTS SPECIFIED IN THESE DETAILED PLANS AND SPECIFICATIONS.
_________________________________________ _______________
DATE
MONUMENT ACADEMY FOUNDATION
1150 VILLAGE RIDGE POINT
MONUMENT, CO 80132
__________________________________________
DATE
WALDEN CORPORATION & WALDEN HOLDINGS 1, LLC
P.O. BOX 1870
MONUMENT, CO 80130
EL PASO COUNTY:
COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH
COUNTY DESIGN CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THE
ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND/OR ELEVATIONS
WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY THROUGH THE
APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR
COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT.
FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY
LAND DEVELOPMENT CODE, DRAINAGE CRITERIA MANUAL, AND ENGINEERING
CRITERIA MANUAL AS AMENDED.
_________________________________________ ____________
JENNIFER IRVINE, P.E., DATE
COUNTY ENGINEER / ECM ADMINISTRATOR
C1.0b
DATE:
DRAWN BY:
CHECKED BY:
REVISED:
OWNERSHIP OF INSTRUMENTS OF SERVICE:
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELDDATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTSPREPARED BY DESIGN PROFESSIONAL AS INSTRUMENTS OF
SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGNPROFESSIONAL. THE DESIGN PROFESSIONAL SHALL RETAIN ALL
COMMON LAW STATUTORY AND OTHER RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.
GEC PLAN TITLE SHEET
BJJ
JPS
8/01/19
8/01/19
MONUMENT
ACADEMY
HIGH SCHOOL
FOR CONSTRUCTION
”
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PREPARED BY:
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GEC PLAN TITLE SHEET
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GEC SHEET INDEX
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C1.0
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SOUTH SITE GRADING & EROSION CONTROL PLAN
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C2.2
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1-800-922-1987
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CALL UTILITY NOTIFICATION
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CENTER OF COLORADO
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%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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FOR THE MARKING OF UNDERGROUND
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MEMBER UTILITIES.
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19 East Willamette Avenue
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Colorado Springs, Colorado 80903
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PREPARED BY:
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El Paso County, Colorado
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PREPARED FOR:
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MONUMENT ACADEMY
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ENGINEER:
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PHASE 1B SITE GRADING & EROSION CONTROL PLAN
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C2.0
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SITE GRADING & EROSION CONTROL NOTES & DETAILS
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C4.1
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DETENTION POND M3 PLAN & DETAILS
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C3.1
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Phase 1B Grading & Erosion Control Plans
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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www.jpsengr.com
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NORTH
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%%UCOUNTY GENERAL CONSTRUCTION NOTES:
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1. ALL DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2, AND THE EL PASO COUNTY ENGINEERING CRITERIA MANUAL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD LOCATION OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CALL 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC). 3. CONTRACTOR SHALL KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION CONTROL PLAN, THE STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL REPORT, AND THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES, INCLUDING THE FOLLOWING: A. EL PASO COUNTY ENGINEERING CRITERIA MANUAL (ECM) B. CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2 C. COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION D. CDOT M & S STANDARDS 4. NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND EROSION CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST RECENT VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND DEVELOPMENT CODE, THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY TO MEET CRITERIA AFTER-THE-FACT WILL BE ENTIRELY THE DEVELOPER'S RESPONSIBILITY TO RECTIFY. 5. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, BOTH ONSITE AND OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE TO CONFLICTS, OMISSIONS, OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S RESPONSIBILITY TO RECTIFY. 6. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY PLANNING & COMMUNITY DEVELOPMENT (PCD) - INSPECTIONS, PRIOR TO STARTING CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL JURISDICTIONAL AGENCIES AND TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED TO EL PASO COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL BUILDING FLOODPLAIN DEVELOPMENT PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 AND/OR 404 PERMITS, AND COUNTY AND STATE FUGITIVE DUST PERMITS. 8. CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY ERRORS OR INCONSISTENCIES. 9. ALL STORM DRAIN PIPE SHALL BE CLASS III RCP WITH CLASS B BEDDING UNLESS OTHERWISE NOTED AND APPROVED BY PCD. 10. CONTRACTOR SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT DESIGN SHALL BE APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND GUTTER AND PAVEMENT. 11. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. 12. SIGHT VISIBILITY TRIANGLES AS IDENTIFIED IN THE PLANS SHALL BE PROVIDED AT ALL INTERSECTIONS. OBSTRUCTIONS GREATER THAN 18 INCHES ABOVE FLOWLINE ARE NOT ALLOWED WITHIN SIGHT TRIANGLES. 13. SIGNING AND STRIPING SHALL COMPLY WITH EL PASO COUNTY PCD AND MUTCD CRITERIA. 14. CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED BY EL PASO COUNTY DPW, INCLUDING WORK WITHIN THE RIGHT-OF-WAY AND SPECIAL TRANSPORT PERMITS. 15. THE LIMITS OF CONSTRUCTION SHALL REMAIN WITHIN THE PROPERTY LINE UNLESS OTHERWISE NOTED. THE OWNER/DEVELOPER SHALL OBTAIN WRITTEN PERMISSION AND EASEMENTS, WHERE REQUIRED, FROM ADJOINING PROPERTY OWNER(S) PRIOR TO ANY OFF-SITE DISTURBANCE, GRADING, OR CONSTRUCTION.
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1. STATIONING IS AT CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE AT EDGE OF ASPHALT (EOA) UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE FROM EDGE OF ASPHALT TO EDGE OF ASPHALT UNLESS OTHERWISE NOTED. 2. PROPOSED CONTOURS SHOWN ARE TO FINISHED GRADE. 3. LENGTHS SHOWN FOR STORM SEWER PIPES ARE TO CENTER OF MANHOLE. 4. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, DEBRIS, WASTE AND OTHER UNSUITABLE FILL MATERIAL FOUND WITHIN THE LIMITS OF EXCAVATION. 5. MATCH INTO EXISTING GRADES AT 3:1 MAX CUT AND FILL SLOPES. 6. REVEGETATION OF ALL DISTURBED AREAS SHALL BE DONE WITH SPECIFIED SEED MIX WITHIN 60 DAYS AFTER FINE GRADING IS COMPLETE. 7. EROSION CONTROL SHALL CONSIST OF SILT FENCE AND OTHER BMP'S AS SHOWN ON THE DRAWING, AND TOPSOIL WITH GRASS SEED, WHICH WILL BE WATERED UNTIL VEGETATION HAS BEEN REESTABLISHED. 8. THE EROSION CONTROL MEASURES OUTLINED ON THIS PLAN ARE THE RESPONSIBILITY OF THE DEVELOPER TO MONITOR AND REPLACE, REGRADE, AND REBUILD AS NECESSARY UNTIL VEGETATION IS REESTABLISHED. 9. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT ADJACENT PROPERTIES AND PUBLIC FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND SEDIMENTATION AS A RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE PROJECT SITE. 10. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY SITE CONDITIONS. 11. THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE TO THE UTILITIES WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE DISRUPTION WILL BE SETTLED BY THE CONTRACTOR. 12. ALL BACKFILL, SUB-BASE, AND/OR BASE COURSE MATERIAL SHALL BE COMPACTED PER EL PASO COUNTY SPECIFICATIONS AND PROJECT GEOTECHNICAL REPORT. 13. ALL FINISHED GRADES SHALL HAVE A MINIMUM 1.0% SLOPE TO PROVIDE POSITIVE DRAINAGE. 14. IN CASE OF CONFLICT BETWEEN PROPOSED SLOPES AND PROPOSED SPOT ELEVATIONS, SPOT ELEVATIONS SHALL GOVERN. 15. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO BEGINNING WORK.
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%%UPROJECT GENERAL NOTES:
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NEW/EXISTING
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%%uLEGEND:
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EASEMENT LINE - NEW/EXISTING
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CONTOUR - NEW/EXISTING
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PROPERTY LINE - NEW/EXISTING
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SECTION LINE - NEW/EXISTING
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OVERHEAD ELECTRIC LINE W/ POWER POLE
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UNDERGROUND ELECTRIC LINE
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FENCE - NEW/EXISTING
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GAS - NEW/EXISTING
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UNDERGROUND ELECTRIC - NEW/EXISTING
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TELEPHONE - NEW/EXISTING
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WATER - NEW/EXISTING
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6230
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6230
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NEW/EXISTING
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NEW/EXISTING
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A
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C6
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SHEET ON WHICH
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SECTION IS SHOWN
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SHEET ON WHICH
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DETAIL IS SHOWN
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SECTION NUMBER
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DETAIL LETTER
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1
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C6
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PROPOSED SPOT ELEVATION/FLOWLINE
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TW=53.0
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BW=50.0
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X 55.5
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TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION (FINISHED GRADE AT FACE OF WALL)
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1150 Village Ridge Point
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Monument Academy
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Monument, CO 80132
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VICINITY MAP
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NOT TO SCALE
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N
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SITE
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BAPTIST RD
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ROLLER COASTER RD
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HIGBY RD
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HWY 105
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HWY 83
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HODGEN RD
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STEPPLER RD
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WALKER RD
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WALKER RD
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HWY 83
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COUNTY LINE RD
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JULY, 2019
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TELEPHONE COMPANY:
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ELECTRIC DEPARTMENT:
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WATER/WASTEWATER:
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AGENCIES/CONTACTS
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GAS DEPARTMENT:
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ARCHITECT:
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OWNER'S REP:
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OWNER:
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(LOCATORS) (719) 635-3674
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CENTURY LINK COMMUNICATIONS
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(LOCATORS) (800) 922-1987
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A.T. & T.
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GENERAL CONTRACTOR:
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CRP ARCHITECTS 100 E. ST. VRAIN ST., STE. 300 COLORADO SPRINGS, CO 80903 MR. BRIAN RISLEY (719) 633-5901
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1703 SAND LILY DRIVE GOLDEN, CO 80401 MR. KURT CONNOLLY (303) 526-7928
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MONUMENT ACADEMY FOUNDATION 1150 VILLAGE RIDGE PT MONUMENT, CO 80132 DR. DON GRIFFIN (719) 481-1950
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WALDEN CORPORATION PO BOX 1870 MONUMENT, CO 80132 MR. MATT DUNSTON MATT DUNSTON (719) 339-2410
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BLACK HILLS ENERGY MR. SEBASTIAN SCHWENDER SEBASTIAN SCHWENDER (719) 399-3176
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MOUNTAIN VIEW ELECTRIC ASSOCIATION 11140 E. WOODMEN ROAD COLORADO SPRINGS, CO 80908 MR. DAVE WALDNER DAVE WALDNER (719) 495-2283
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STATE HIGHWAY
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CIVIL ENGINEER:
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COLORADO SPRINGS, CO 80910
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EL PASO COUNTY PCD
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2880 INTERNATIONAL CIRCLE
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(719) 520-6300
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LOCAL ROADS & DRAINAGE:
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COLORADO DEPARTMENT OF TRANSPORTATION REGION 2 5615 WILLS BLVD. PUEBLO, CO 81008 MS. VALERIE SWORD VALERIE SWORD (719) 546-5407
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JPS ENGINEERING, INC. 19 E. WILLAMETTE AVENUE COLORADO SPRINGS, CO 80903 MR. JOHN P. SCHWAB, P.E. JOHN P. SCHWAB, P.E. (719) 477-9429
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JHL CONSTRUCTORS, INC. 7076 SOUTH ALTON WAY, BLDG. H CENTENNIAL, CO 80112 MR. WILL VALKNER (303) 741-6116
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DETENTION POND C14 PLAN & DETAILS
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C3.2
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NORTH SITE GRADING & EROSION CONTROL PLAN
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C2.1
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1. INDIVIDUAL BUILDERS SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND ACCOUNT FOR POTENTIAL CROSS-LOT DRAINAGE IMPACTS WITHIN EACH LOT. 2. BUILDERS AND PROPERTY OWNERS SHALL IMPLEMENT & MAINTAIN EROSION CONTROL BEST MANAGEMENT PRACTICES FOR PROTECTION OF DOWNSTREAM PROPERTIES AND FACILITIES INCLUDING PROTECTION OF EXISTING GRASS BUFFER STRIPS ALONG THE DOWNSTREAM PROPERTY BOUNDARIES. 3. GRADING AND DRAINAGE WITHIN LOTS IS THE RESPONSIBILITY OF THE INDIVIDUAL BUILDERS AND PROPERTY OWNERS.
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%%UGENERAL DRAINAGE NOTES:
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100 E. St. Vrain, Suite 300
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Colorado Springs, Colorado 80903
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ARCHITECTS AIA
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NO.
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REVISION
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DATE
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BY
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A
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B
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FOR PERMIT
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JPS
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4/01/19
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WATER QUALITY POND DETAILS
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C3.3
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COUNTY COMMENTS
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JPS
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4/29/19
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BENCHMARK: BENCHMARK 4 BB RESET 1984 NAVD 88 DATUM ELEV.=7570.80 FOUND BRASS CAP IN CONCRETE INT HWY 83 & HODGEN RD.
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BASIS OF BEARING: COMMENCING AT THE SOUTHEAST CORNER OF SAID E1/2 NW1/4, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF THE NORTHEAST ONE-QUARTER (NE1/4) OF SAID SECTION 15, AS MONUMENTED BY A 1/2” REBAR (NO CAP), FROM REBAR (NO CAP), FROM WHICH THE SOUTHWEST CORNER OF THE NORTHWEST ONE-QUARTER (NW1/4) OF SAID SECTION 15, AS MONUMENTED BY A REBAR AND 3-1/4" ALUMINUM CAP STAMPED "BERGE-BREWER LS 9646" BEARS N88°08'01"W, A DISTANCE OF 2636.22 FEET AND IS THE BASIS OF BEARINGS USED HEREIN.
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FIRE DISTRICT
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TRI-LAKES MONUMENT FIRE PROTECTION DISTRICT 16055 OLD FOREST POINT, STE. 1003 MONUMENT, CO 8032 MR. JAMEY BUMGARNER, FIRE MARSHAL (719) 484-0911
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PCD PROJECT NO. PPR-19-009
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SOUTH WATER LINE GRADING & EROSION CONTROL PLAN
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C2.3
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CIVIL DETAILS
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C4.2
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C
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COUNTY COMMENTS
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JPS
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6/20/19
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AND CDR-19-001
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D
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COUNTY COMMENTS
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JPS
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8/01/19
∆
MH RIM 7392.77
INV OUT 7386.27
6.15
6.50
8" PIPE
F
L
F
L
INV IN 7386.62
MH RIM 7392.67
INV OUT 7382.50
10.02F
L
INV IN 7382.65
8" IN
10.02F
L
8" IN
9.99F
L
6" IN
10.17F
L
8" OUT
INV IN 7382.68
SS
SS
C2.0
SCALE : 1"=100'
DATE:
DRAWN BY:
CHECKED BY:
REVISED:
OWNERSHIP OF INSTRUMENTS OF SERVICE:
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELDDATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTSPREPARED BY DESIGN PROFESSIONAL AS INSTRUMENTS OF
SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGNPROFESSIONAL. THE DESIGN PROFESSIONAL SHALL RETAIN ALL
COMMON LAW STATUTORY AND OTHER RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.
SITE GRADING & EROSION
CONTROL PLAN
BJJ
JPS
12/20/18
8/09/19
MONUMENT
ACADEMY
HIGH SCHOOL
FOR CONSTRUCTION
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N25°17'00"W
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520.99'
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N01°46'49"E
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200.00'
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N69°46'49"E
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200.00'
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S23°40'09"E
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818.26'
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S88°13'11"E
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110.28'
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N00°24'08"E
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1562.37'
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N89°35'52"W
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854.75'
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WOODHAVEN DRIVE
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7353.1
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7379.0
AutoCAD SHX Text
7389.8
AutoCAD SHX Text
7380.6
AutoCAD SHX Text
MH
AutoCAD SHX Text
Pile
AutoCAD SHX Text
M?
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
7375.4
AutoCAD SHX Text
7377.0
AutoCAD SHX Text
7430.3
AutoCAD SHX Text
7434.8
AutoCAD SHX Text
Obscured area
AutoCAD SHX Text
Obscured area
AutoCAD SHX Text
Obscured area
AutoCAD SHX Text
MH
AutoCAD SHX Text
SS
AutoCAD SHX Text
MH RIM 7392.77
AutoCAD SHX Text
INV OUT 7386.27
AutoCAD SHX Text
6.15
AutoCAD SHX Text
6.50
AutoCAD SHX Text
MH
AutoCAD SHX Text
SS
AutoCAD SHX Text
8" PIPE
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
INV IN 7386.62
AutoCAD SHX Text
MH RIM 7392.67
AutoCAD SHX Text
INV OUT 7382.50
AutoCAD SHX Text
10.02
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
INV IN 7382.65
AutoCAD SHX Text
8" IN
AutoCAD SHX Text
10.02
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
8" IN
AutoCAD SHX Text
9.99
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
6" IN
AutoCAD SHX Text
10.17
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
8" OUT
AutoCAD SHX Text
INV IN 7382.68
AutoCAD SHX Text
CONECREST LN.
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
24"CMP
AutoCAD SHX Text
18"CMP
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
24"CMP
AutoCAD SHX Text
24"CMP
AutoCAD SHX Text
18"CMP
AutoCAD SHX Text
24"CMP
AutoCAD SHX Text
CO STATE HWY 83
AutoCAD SHX Text
7386.6
AutoCAD SHX Text
7384.5
AutoCAD SHX Text
7385.5
AutoCAD SHX Text
7386.4
AutoCAD SHX Text
MH
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
MB
AutoCAD SHX Text
S
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
PATH
AutoCAD SHX Text
7386.6
AutoCAD SHX Text
7384.5
AutoCAD SHX Text
7385.5
AutoCAD SHX Text
7386.4
AutoCAD SHX Text
INV. OUT= 7361.04'
AutoCAD SHX Text
INV. IN= 7362.10'
AutoCAD SHX Text
INV. OUT= 7365.49'
AutoCAD SHX Text
INV. IN= 7369.22'
AutoCAD SHX Text
INV. OUT= 7365.77'
AutoCAD SHX Text
INV. IN= 7368.80'
AutoCAD SHX Text
INV. OUT= 7355.09'
AutoCAD SHX Text
INV. IN= 7360.19'
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
RIM=7366.84' INV.=7361.19'
AutoCAD SHX Text
RIM=7365.64' INV.=7359.69'
AutoCAD SHX Text
RIM=7374.90' INV.=7369.74'
AutoCAD SHX Text
16.5' WIDE AT&T EASEMENT
AutoCAD SHX Text
(BOOK 2026, PAGE 626)
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
APPROXIMATE
AutoCAD SHX Text
EDGE OF POND
AutoCAD SHX Text
A.T.&T. PARCEL
AutoCAD SHX Text
(BOOK 2086, PAGE 528)
AutoCAD SHX Text
16.5' WIDE AT&T EASEMENT (BOOK 2026, PAGE 626)
AutoCAD SHX Text
S00°24'59"W 2414.48'
AutoCAD SHX Text
N88°08'01"W 1238.64'
AutoCAD SHX Text
N03°05'24"E 328.89'
AutoCAD SHX Text
N07°38'52"E 222.52'
AutoCAD SHX Text
N03°16'20"E 1101.36'
AutoCAD SHX Text
=
AutoCAD SHX Text
5
AutoCAD SHX Text
°
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
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AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
5
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
.
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
'
AutoCAD SHX Text
L
AutoCAD SHX Text
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AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
.
AutoCAD SHX Text
4
AutoCAD SHX Text
9
AutoCAD SHX Text
'
AutoCAD SHX Text
C
AutoCAD SHX Text
h
AutoCAD SHX Text
B
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
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AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
'
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
"
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
h
AutoCAD SHX Text
L
AutoCAD SHX Text
=
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
.
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
'
AutoCAD SHX Text
S88°12'16"E 1035.07'
AutoCAD SHX Text
S86°50'03"E
AutoCAD SHX Text
176.07'
AutoCAD SHX Text
N86°46'06"W
AutoCAD SHX Text
176.40'
AutoCAD SHX Text
S03°04'22"W
AutoCAD SHX Text
120.13'
AutoCAD SHX Text
N46°03'44"E
AutoCAD SHX Text
133.50'
AutoCAD SHX Text
N01°47'44"E
AutoCAD SHX Text
15.61'
AutoCAD SHX Text
TB
AutoCAD SHX Text
TB
AutoCAD SHX Text
TB
AutoCAD SHX Text
RIM=7392.67
AutoCAD SHX Text
8" INV. IN(E)=7382.65
AutoCAD SHX Text
8" INV. IN(N)=7382.65
AutoCAD SHX Text
EXIST. SSMH
AutoCAD SHX Text
8" INV. IN(S)=7382.68
AutoCAD SHX Text
8" INV. OUT(W)=7382.50
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
0+00 MH INV. IN=7369.81' INV. OUT=
AutoCAD SHX Text
4+31.58 MH INV. IN=7374.43' INV. OUT=7374.13'
AutoCAD SHX Text
7+23.29 MH INV. IN=7384.29' INV. OUT=7383.99'
AutoCAD SHX Text
10+22.49 MH INV. IN=7390.87' INV. OUT=7390.57'
AutoCAD SHX Text
13+42.60 MH INV. IN=7396.30' INV. OUT=7396.00'
AutoCAD SHX Text
7364
AutoCAD SHX Text
7376
AutoCAD SHX Text
7370
AutoCAD SHX Text
7390
AutoCAD SHX Text
7388
AutoCAD SHX Text
7394
AutoCAD SHX Text
7374
AutoCAD SHX Text
7371
AutoCAD SHX Text
7372
AutoCAD SHX Text
7370
AutoCAD SHX Text
7364
AutoCAD SHX Text
7366
AutoCAD SHX Text
16
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
1084.56'
AutoCAD SHX Text
S88%%d13'12"E
AutoCAD SHX Text
1084.56'
AutoCAD SHX Text
S88%%d13'12"E
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
M?
AutoCAD SHX Text
MH
AutoCAD SHX Text
Pile
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
M?
AutoCAD SHX Text
7404
AutoCAD SHX Text
7406
AutoCAD SHX Text
7408
AutoCAD SHX Text
7410
AutoCAD SHX Text
PC = 10+75.64
AutoCAD SHX Text
PT = 18+14.86
AutoCAD SHX Text
PC = 19+90.89
AutoCAD SHX Text
PT = 24+22.28
AutoCAD SHX Text
PC = 10+98.09
AutoCAD SHX Text
PCC = 19+22.75
AutoCAD SHX Text
PT = 23+46.36
AutoCAD SHX Text
3.1%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
3.5%%%
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
7384
AutoCAD SHX Text
7382
AutoCAD SHX Text
7380
AutoCAD SHX Text
7378
AutoCAD SHX Text
X
AutoCAD SHX Text
WV
AutoCAD SHX Text
7410
AutoCAD SHX Text
7420
AutoCAD SHX Text
7422
AutoCAD SHX Text
7424
AutoCAD SHX Text
7426
AutoCAD SHX Text
7428
AutoCAD SHX Text
7430
AutoCAD SHX Text
7432
AutoCAD SHX Text
7434
AutoCAD SHX Text
7418
AutoCAD SHX Text
7416
AutoCAD SHX Text
7414
AutoCAD SHX Text
7412
AutoCAD SHX Text
7382
AutoCAD SHX Text
7384
AutoCAD SHX Text
7386
AutoCAD SHX Text
7388
AutoCAD SHX Text
7390
AutoCAD SHX Text
7392
AutoCAD SHX Text
7394
AutoCAD SHX Text
7396
AutoCAD SHX Text
7398
AutoCAD SHX Text
7400
AutoCAD SHX Text
7402
AutoCAD SHX Text
7404
AutoCAD SHX Text
7406
AutoCAD SHX Text
7408
AutoCAD SHX Text
7434
AutoCAD SHX Text
7434
AutoCAD SHX Text
7380
AutoCAD SHX Text
7372
AutoCAD SHX Text
7376
AutoCAD SHX Text
7372
AutoCAD SHX Text
7380
AutoCAD SHX Text
7382
AutoCAD SHX Text
7376
AutoCAD SHX Text
7372
AutoCAD SHX Text
7370
AutoCAD SHX Text
7366
AutoCAD SHX Text
7362
AutoCAD SHX Text
7370
AutoCAD SHX Text
7362
AutoCAD SHX Text
7366
AutoCAD SHX Text
7370
AutoCAD SHX Text
7368
AutoCAD SHX Text
7370
AutoCAD SHX Text
7376
AutoCAD SHX Text
7432
AutoCAD SHX Text
7430
AutoCAD SHX Text
7430
AutoCAD SHX Text
7428
AutoCAD SHX Text
7428
AutoCAD SHX Text
7426
AutoCAD SHX Text
7426
AutoCAD SHX Text
7424
AutoCAD SHX Text
7424
AutoCAD SHX Text
7422
AutoCAD SHX Text
7422
AutoCAD SHX Text
7420
AutoCAD SHX Text
7420
AutoCAD SHX Text
7420
AutoCAD SHX Text
7420
AutoCAD SHX Text
7420
AutoCAD SHX Text
7420
AutoCAD SHX Text
7420
AutoCAD SHX Text
7418
AutoCAD SHX Text
7418
AutoCAD SHX Text
7416
AutoCAD SHX Text
7412
AutoCAD SHX Text
7414
AutoCAD SHX Text
7414
AutoCAD SHX Text
7414
AutoCAD SHX Text
7414
AutoCAD SHX Text
7412
AutoCAD SHX Text
7416
AutoCAD SHX Text
7416
AutoCAD SHX Text
7416
AutoCAD SHX Text
7418
AutoCAD SHX Text
7418
AutoCAD SHX Text
7418
AutoCAD SHX Text
7400
AutoCAD SHX Text
7400
AutoCAD SHX Text
7400
AutoCAD SHX Text
7398
AutoCAD SHX Text
7404
AutoCAD SHX Text
7400
AutoCAD SHX Text
7406
AutoCAD SHX Text
7408
AutoCAD SHX Text
7410
AutoCAD SHX Text
7406
AutoCAD SHX Text
7410
AutoCAD SHX Text
7400
AutoCAD SHX Text
7404
AutoCAD SHX Text
7394
AutoCAD SHX Text
7400
AutoCAD SHX Text
7402
AutoCAD SHX Text
7404
AutoCAD SHX Text
7406
AutoCAD SHX Text
7408
AutoCAD SHX Text
7410
AutoCAD SHX Text
7412
AutoCAD SHX Text
7412
AutoCAD SHX Text
7416
AutoCAD SHX Text
7418
AutoCAD SHX Text
7398
AutoCAD SHX Text
7418
AutoCAD SHX Text
7380
AutoCAD SHX Text
7380
AutoCAD SHX Text
7378
AutoCAD SHX Text
7376
AutoCAD SHX Text
7374
AutoCAD SHX Text
X
AutoCAD SHX Text
31.0
AutoCAD SHX Text
X
AutoCAD SHX Text
35.6
AutoCAD SHX Text
X
AutoCAD SHX Text
20.0
AutoCAD SHX Text
X
AutoCAD SHX Text
25.0
AutoCAD SHX Text
X
AutoCAD SHX Text
34.0
AutoCAD SHX Text
1.33%%%
AutoCAD SHX Text
X
AutoCAD SHX Text
30.5
AutoCAD SHX Text
2.5%%%
AutoCAD SHX Text
5.51%%%
AutoCAD SHX Text
4.32%%%
AutoCAD SHX Text
4.05%%%
AutoCAD SHX Text
X
AutoCAD SHX Text
94.4
AutoCAD SHX Text
X
AutoCAD SHX Text
93.0
AutoCAD SHX Text
7392
AutoCAD SHX Text
7394
AutoCAD SHX Text
7396
AutoCAD SHX Text
7390
AutoCAD SHX Text
7412
AutoCAD SHX Text
7412
AutoCAD SHX Text
7418
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1
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2
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3
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4
AutoCAD SHX Text
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AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
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AutoCAD SHX Text
S09°57'45"E
AutoCAD SHX Text
L=75.64'
AutoCAD SHX Text
L
AutoCAD SHX Text
=
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7
AutoCAD SHX Text
3
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9
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2
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0
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D
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2
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1
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4
AutoCAD SHX Text
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AutoCAD SHX Text
0
AutoCAD SHX Text
9
AutoCAD SHX Text
"
AutoCAD SHX Text
S18°16'24"W
AutoCAD SHX Text
L=176.04'
AutoCAD SHX Text
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AutoCAD SHX Text
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4
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4
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0
AutoCAD SHX Text
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AutoCAD SHX Text
S88°26'17"E
AutoCAD SHX Text
L=416.84'
AutoCAD SHX Text
S01°47'44"W
AutoCAD SHX Text
L=395.01'
AutoCAD SHX Text
PC = 10+00
AutoCAD SHX Text
PRC = 12+88.76
AutoCAD SHX Text
7428
AutoCAD SHX Text
7426
AutoCAD SHX Text
7420
AutoCAD SHX Text
7418
AutoCAD SHX Text
7420
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7422
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7424
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7424
AutoCAD SHX Text
7424
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7426
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4
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1.0%%%
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1.99%%%
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7372
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7370
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7362
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8.0%%%
AutoCAD SHX Text
8.0%%%
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8.0%%%
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5.8%%%
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7410
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7400
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7390
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7380
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7370
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7434
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7432
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7404
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7406
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7392
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7396
AutoCAD SHX Text
7398
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7376
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7416
AutoCAD SHX Text
12+00
AutoCAD SHX Text
12+75.55
AutoCAD SHX Text
7378
AutoCAD SHX Text
7380
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7380
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7378
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7408
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7410
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7360
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7362
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7372
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7376
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7378
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7374
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7376
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7434
AutoCAD SHX Text
7432
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7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7438
AutoCAD SHX Text
7434
AutoCAD SHX Text
7434
AutoCAD SHX Text
7374
AutoCAD SHX Text
7372
AutoCAD SHX Text
7370
AutoCAD SHX Text
I.E. 95.0 (ARCH) =I.E. 7417.0 (CVL)
AutoCAD SHX Text
I.E. 94.83 (ARCH) =I.E. 7416.83 (CVL)
AutoCAD SHX Text
I.E. 95.58 (ARCH) =I.E. 7417.58 (CVL)
AutoCAD SHX Text
I.E. 95.75 (ARCH) =I.E. 7417.75 (CVL)
AutoCAD SHX Text
4"CW I.E. 95.0 (ARCH) =I.E. 7417.0 (CVL)
AutoCAD SHX Text
6"FP I.E. 95.0 (ARCH) =I.E. 7417.0 (CVL)
AutoCAD SHX Text
I.E. 95.2 (ARCH) =I.E. 7417.2 (CVL)
AutoCAD SHX Text
10" SD I.E. 94.75 (ARCH) =I.E. 7416.75 (CVL)
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6" SAN. I.E. 95.6 (ARCH) =I.E. 7417.6 (CVL)
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4" GW I.E. 96.0 (ARCH) =I.E. 7418.0 (CVL)
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1,250 GAL GREASE INTERCEPTOR
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7382
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7384
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7388
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7390
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7380
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7386
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7390
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7394
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7400
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7396
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7402
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INLET PROTECTION
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VEHICLE TRACKING PAD
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SILT FENCE
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RIPRAP PAD
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SEED & MULCH
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EXTENDED DETENTION BASIN
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NOTES: 1. ALL EROSION CONTROL MEASURES SHALL CONFORM TO CITY OF COLORADO SPRINGS DRAINAGE CRITERIA MANUAL, VOLUME 2 REQUIREMENTS. 2. CONTRACTOR SHALL OBTAIN A "WORK IN THE ROW PERMIT" FOR ALL WORK IN COUNTY RIGHT-OF-WAY.
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IP
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VTC
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SF
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RR
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EDB
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SM
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%%uLEGEND
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PROPOSED SPOT
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ELEVATION (FLOWLINE)
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EXIST. SPOT ELEVATION
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PROPERTY LINE
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EXISTING CONTOUR
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6520
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PROPOSED CONTOUR
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6520
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EASEMENT
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CONCRETE WASHOUT AREA
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CWA
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99.0
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%%U99.0
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%%uKEYED NOTES:
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1
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2
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CONTRACTOR MAY WASTE EXCESS CUT MATERIAL OR BORROW SUITABLE FILL MATERIAL FROM THIS AREA . MAINTAIN POSITIVE DRAINAGE & MATCH INTO EXISTING GRADES WITH 3:1 MAX. SLOPE.
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PREPARE AND COMPACT BUILDING FOUNDATION & SLABS PER PROJECT GEOTECHNICAL REPORT
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3
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4
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NOTE: THIS ESTIMATE IS PROVIDED FOR INFORMATION THIS ESTIMATE IS PROVIDED FOR INFORMATION ONLY, REPRESENTING THE CALCULATED BULK EARTHWORK VOLUME TO FINISHED GRADE, EXCLUDING ANY ADJUSTMENT FOR PAVEMENT DEPTHS, ETC. CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF EARTHWORK QUANTITIES AS BASIS FOR BID PRICING AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
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*
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*
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(ASSUMES 15% COMPACTION FACTOR)
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NET (CUT) = 1,528 CY
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EMBANKMENT FILL = 101,244 CY
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UNCLASSIFIED EXCAVATION (TOTAL CUT) = 102,772 CY
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ESTIMATED EARTHWORK QUANTITY:
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GRASS BUFFER
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GB
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SEDIMENT BASIN
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SB
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RAIN GARDEN
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RG
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5
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6
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BUILDING MATERIAL STORAGE AREA
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TOPSOIL STOCKPILE AREA
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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www.jpsengr.com
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NORTH
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N
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100'
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100'
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200'
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50'
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(30"x42" Sheet)
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0
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Contour Interval = 2 ft.
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Original Scale: 1"=100'
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SH 83
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WALKER ROAD
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1
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1
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1
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1
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1
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PROPOSED SCHOOL BUILDING FF=7422.0
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BENCHMARK: BENCHMARK 4 BB RESET 1984 NAVD 88 DATUM ELEV.=7570.80 FOUND BRASS CAP IN CONCRETE INT HWY 83 & HODGEN RD.
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HEAVY DUTY PAVEMENT: 5" HBP OVER 5" ABC (REFER TO GEOTECH REPORT)
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LIGHT DUTY PAVEMENT: 4" HBP OVER 5" ABC (REFER TO GEOTECH REPORT)
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3
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2
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TOTAL AREA OF DISTURBANCE=39.8 AC
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1
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1
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5
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6
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100 E. St. Vrain, Suite 300
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Colorado Springs, Colorado 80903
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ARCHITECTS AIA
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NO.
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REVISION
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DATE
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BY
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A
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B
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FOR PERMIT
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JPS
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4/01/19
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PROPOSED DRAINAGE EASEMENT
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PROPOSED WATER QUALITY TSB M4 BOT EL=7370.0 TOP EL=7372.0 REQ'D VOL=0.025 AF DSN VOL=0.035 AF
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PROPOSED WATER QUALITY TSB M5 BOT EL=7362.0 TOP EL=7364.0 REQ'D VOL=0.04 AF DSN VOL=0.044 AF
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PROPOSED EDGE OF ASPHALT/PHASE 1
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COUNTY COMMENTS
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JPS
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4/29/19
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PROPOSED EDGE OF ASPHALT/PHASE 1
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PROPOSED CONSTRUCTION ACCESS (IF NEEDED)
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PH. 2 PARKING
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PH. 2 PARKING
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ROAD A
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PINEHURST
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CIRCLE
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3
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EXISTING DRIVEWAY
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ULTIMATE MA PARCEL BOUNDARY (LIMITS OF JHL CONTRACT SITEWORK)
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TRAIL CONNECTION TO SIDEWALK
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20' ROW DEDICATION (FUTURE)
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VACANT UNPLATTED MA INFRASTRUCTURE, LLC
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3
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PROPOSED DRAINAGE EASEMENT
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HAMMERHEAD TURNAROUND FOR MAINTENANCE & EMERGENCY ACCESS
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END OF PHASE 1 PAVING
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PROPOSED DETENTION POND C14 (BY DEVELOPER)
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PROPOSED DETENTION POND M3 (BY DEVELOPER)
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BASIS OF BEARINGS
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PCD PROJECT NO. PPR-19-009
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PROPOSED DRAINAGE EASEMENT
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PROPOSED RIGHT TURN ACCELERATION LANE
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PROPOSED RIGHT TURN DECELERATION LANE
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PROPOSED CURB & GUTTER
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PROPOSED EDGE OF ASPHALT
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PROPOSED CURB & GUTTER
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PROPOSED EDGE OF ASPHALT
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PH. 1 PARKING
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PROPOSED CURB & GUTTER
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NOTE: PHASE 1 SITEWORK INCLUDES ALL SITE GRADING AND STORM DRAINAGE FACILITIES
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PH. 1 PARKING
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VICINITY MAP
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NOT TO SCALE
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N
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SITE
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BAPTIST RD
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ROLLER COASTER RD
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HIGBY RD
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HWY 105
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HWY 83
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HODGEN RD
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STEPPLER RD
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WALKER RD
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WALKER RD
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HWY 83
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COUNTY LINE RD
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PROTECT EXISTING 200 LF VEGETATED DITCH UPSTREAM OF CHANNEL
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EAST TRIBUTARY CHANNEL OF WEST CHERRY CREEK
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EXISTING WW TREATMENT FACILITY 3155 WALKER ROAD
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EXISTING CULVERT
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EXISTING CULVERT
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EXISTING CULVERT
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GRADING & EROSION CONTROL BY MA INFRASTRUCTURE, LLC
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NOTE: EXISTING VEGETATION IN CHANNELS FLOWING TO WEST CHERRY CREEK ON WEST SIDE OF SH83 WILL REMAIN UNDISTURBED
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EXISTING CULVERT
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PARCEL #61000-00-513 PAULSON, KAREN 39.85 AC.
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PARCEL #61000-00-489 RAEL, STEVE 40.2 AC.
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PARCEL #61150-00-005 WALDEN CORPORATION 20.29 AC.
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PARCEL #61000-00-112 AMANN, RANDY 5.95 AC.
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PARCEL #61000-00-245 83 WALKER LLC 64.1 AC.
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WALDEN PRESERVE 2 PUD
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COMBINED WALDEN PARCEL 39.42 AC.
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COMBINED WALDEN PARCEL 39.42 AC.
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PROPOSED SCHOOL PARCEL 42.40 AC.
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VACANT UNPLATTED ZONED RR-5
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PARCEL #61230-01-023 WALDEN HOLDINGS I, LLC 134.05 AC.
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NOTE: CONTRACTOR SHALL IDENTIFY CONSTRUCTION TRAILER & STAGING AREA LOCATIONS ON FIELD SET OF GEC/SWMP PLANS
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C
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COUNTY COMMENTS
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JPS
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8/09/19
C2.1
SCALE : 1"=50'
DATE:
DRAWN BY:
CHECKED BY:
REVISED:
NORTH SITE GRADING &
EROSION CONTROL PLAN
BJJ
JPS
12/20/18
8/09/19
OWNERSHIP OF INSTRUMENTS OF SERVICE:
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELDDATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTSPREPARED BY DESIGN PROFESSIONAL AS INSTRUMENTS OF
SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGNPROFESSIONAL. THE DESIGN PROFESSIONAL SHALL RETAIN ALL
COMMON LAW STATUTORY AND OTHER RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.
MONUMENT
ACADEMY
HIGH SCHOOL
FOR CONSTRUCTION
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7370
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7380
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7360
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WE
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7363.0
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MH
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MH
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MH
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?
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M?
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7366.9
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7364.6
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7368.3
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Pile
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7385.5
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7386.4
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MH
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S
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S
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S
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S
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S
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S
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S
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S
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S
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S
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S
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S
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7385.5
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7386.4
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INV. OUT= 7361.04'
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INV. IN= 7362.10'
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RIM=7365.64' INV.=7359.69'
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T
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T
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T
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A.T.&T. PARCEL
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(BOOK 2086, PAGE 528)
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16.5' WIDE AT&T EASEMENT (BOOK 2026, PAGE 626)
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7370
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7394
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M?
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X
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02.0
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X
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01.8
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X
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02.0
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X
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02.0
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X
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02.1
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X
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03.3
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X
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03.3
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X
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13.6
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X
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12.0
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X
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16.5
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HP
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2.5%%%
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1.3%%%
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1.0%%%
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1.2%%%
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1.0%%%
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1.0%%%
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X
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16.0
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PT = 18+14.86
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PC = 19+90.89
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PT = 24+22.28
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3.1%%%
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2.0%%%
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1.0%%%
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3:1
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3:1
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3:1
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3:1
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4:1
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4:1
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20.0
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X
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13.4
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X
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13.7
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14.2
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X
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13.4
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2.6%%%
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3.0%%%
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X
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13.8
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X
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14.3
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3.2%%%
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1.0%%%
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X
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02.3
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X
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02.3
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1.0%%%
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1.0%%%
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X
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10.0
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X
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14.6
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1.7%%%
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X
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10.5
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X
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11.3
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13.9
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3:1
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3:1
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7370
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7366
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7362
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7370
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7362
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7366
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7370
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7368
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7370
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7414
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7414
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7412
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7416
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7416
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7416
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7418
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7418
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7400
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7400
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7400
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7398
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7404
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7400
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7406
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7408
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7410
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7406
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7410
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7400
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7404
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7394
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7400
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7402
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7406
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7408
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7410
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7412
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7418
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7398
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X
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02.3
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X
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02.3
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X
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02.3
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X
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02.3
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X
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14.0
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X
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02.0
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X
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12.5
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2.0%%%
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3.9%%%
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3:1
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X
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94.4
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X
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93.0
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7392
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7394
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7396
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7390
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7412
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3:1
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X
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X
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19.2
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X
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19.9
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3.2%%%
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7412
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1.1%%%
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1.0%%%
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1.0%%%
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1.0%%%
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98.8
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01.8
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SERVICE DRIVE
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S18°16'24"W
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L=176.04'
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L
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S88°26'17"E
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L=416.84'
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S01°47'44"W
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L=395.01'
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01.5
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8.0%%%
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8.0%%%
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8.0%%%
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10.9
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5.8%%%
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00.8
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12+00
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12+75.55
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01.1
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7408
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7360
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7362
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5.2%%%
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5.2%%%
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7382
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7384
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7386
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13.6
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2.7%%%
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1.0%%%
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INLET PROTECTION
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VEHICLE TRACKING PAD
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SILT FENCE
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SEED & MULCH
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%%uLEGEND
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ELEVATION (FLOWLINE)
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PROPERTY LINE
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EXISTING CONTOUR
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6520
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6520
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EASEMENT
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CONCRETE WASHOUT AREA
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CWA
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99.0
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%%U99.0
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%%uKEYED NOTES:
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2
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CONTRACTOR MAY WASTE EXCESS CUT MATERIAL OR BORROW SUITABLE FILL MATERIAL FROM THIS AREA . MAINTAIN POSITIVE DRAINAGE & MATCH INTO EXISTING GRADES WITH 3:1 MAX. SLOPE.
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PREPARE AND COMPACT BUILDING FOUNDATION & SLABS PER PROJECT GEOTECHNICAL REPORT
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3
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HEAVY DUTY PAVEMENT: 5" HBP OVER 5" ABC (REFER TO GEOTECH REPORT)
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4
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LIGHT DUTY PAVEMENT: 4" HBP OVER 5" ABC (REFER TO GEOTECH REPORT)
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GRASS BUFFER
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GB
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SEDIMENT BASIN
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SB
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5
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2' CURB CHASE
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TYPE 3 SPILL CURB
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TYPE 3 CARRY CURB
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12"
AutoCAD SHX Text
6"
AutoCAD SHX Text
12"
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6"
AutoCAD SHX Text
18"
AutoCAD SHX Text
1-1/2"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
PER FOOT
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SLOPE: 1/2"
AutoCAD SHX Text
F
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L
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1-1/2"
AutoCAD SHX Text
4-1/2"
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12"
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6"
AutoCAD SHX Text
12"
AutoCAD SHX Text
6"
AutoCAD SHX Text
18"
AutoCAD SHX Text
1-1/2" TO 2"
AutoCAD SHX Text
1-1/2"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
PER FOOT
AutoCAD SHX Text
SLOPE: 1/2"
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
1-1/2"
AutoCAD SHX Text
4-1/2"
AutoCAD SHX Text
A
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B
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1-1/2" TO 2"
AutoCAD SHX Text
NTS
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NTS
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6
AutoCAD SHX Text
BUILDING MATERIAL STORAGE AREA
AutoCAD SHX Text
7
AutoCAD SHX Text
TOPSOIL STOCKPILE AREA
AutoCAD SHX Text
19 E. Willamette Ave.
AutoCAD SHX Text
Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
AutoCAD SHX Text
www.jpsengr.com
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NORTH
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NO.
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REVISION
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DATE
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BY
AutoCAD SHX Text
N
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50'
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50'
AutoCAD SHX Text
100'
AutoCAD SHX Text
25'
AutoCAD SHX Text
(30"x42" Sheet)
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0
AutoCAD SHX Text
Contour Interval = 2 ft.
AutoCAD SHX Text
Original Scale: 1"=50'
AutoCAD SHX Text
SH 83
AutoCAD SHX Text
WALKER ROAD
AutoCAD SHX Text
ROAD A
AutoCAD SHX Text
PROPOSED DETENTION POND C14 BOT EL=7362.0 TOP EL=7370.0 REQ'D FSD VOL=1.1 AF DSN VOL=1.2 AF
AutoCAD SHX Text
PROPOSED OUTLET STRUCTURE
AutoCAD SHX Text
PROPOSED 18" HDPE STORM OUTLET PIPE W/18" FES & RIPRAP APRON
AutoCAD SHX Text
MATCH LINE SEE SHT. C2.2
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RR
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SF
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SF
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SF
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SB
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EDB
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IP
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SM
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SM
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SM
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SM
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SM
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SB
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EDB
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PROPOSED FOREBAY
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FUTURE SPORTS FIELD
AutoCAD SHX Text
PROPOSED DETENTION POND M3 BOT EL=7372.0 SPILLWAY=7380.0 TOP EL=7382.0 REQ'D FSD VOL=2.05 AF DSN VOL=2.2 AF
AutoCAD SHX Text
B
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EXISTING 60' ROW
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BENCHMARK: BENCHMARK 4 BB RESET 1984 NAVD 88 DATUM ELEV.=7570.80 FOUND BRASS CAP IN CONCRETE INT HWY 83 & HODGEN RD.
AutoCAD SHX Text
EXISTING CULVERT
AutoCAD SHX Text
PROPOSED 10' TYPE R INLET C14.2 TC=7410.50
AutoCAD SHX Text
PROPOSED 24" HDPE SD-C14.2
AutoCAD SHX Text
PROPOSED TYPE C INLET
AutoCAD SHX Text
PROPOSED 24" HDPE SD C14.3
AutoCAD SHX Text
SHANNON ROAD
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PROPOSED SD-C15
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PROPOSED SD C14.1
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1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
6
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3
AutoCAD SHX Text
3
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IP
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IP
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VTC
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SM
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CWA
AutoCAD SHX Text
EROSION CONTROL BLANKET DITCH LINING
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ECB
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SCL
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RR
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A
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B
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FOR PERMIT
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JPS
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4/01/19
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100 E. St. Vrain, Suite 300
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Colorado Springs, Colorado 80903
AutoCAD SHX Text
ARCHITECTS AIA
AutoCAD SHX Text
50'R
AutoCAD SHX Text
FUTURE 6'W SIDEWALK
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FUTURE 6'W ADA FIELD ACCESS @ 5.0% MAX. SLOPE
AutoCAD SHX Text
FUTURE 8'W SIDEWALK FOR FIELD ACCESS W/2 SETS OF CONCRETE STAIRS (11 RISERS EACH)
AutoCAD SHX Text
48'
AutoCAD SHX Text
18'
AutoCAD SHX Text
30'
AutoCAD SHX Text
MATCH INTO EXISTING GRAVEL DRIVEWAY
AutoCAD SHX Text
SECONDARY CONSTRUCTION ACCESS (TEMPORARY) IF NEEDED
AutoCAD SHX Text
12'W GRAVEL MAINTENANCE ACCESS DRIVE
AutoCAD SHX Text
COUNTY COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
4/29/19
AutoCAD SHX Text
EXISTING DRIVEWAY
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EXISTING DRIVEWAY
AutoCAD SHX Text
COORDINATE W/MVEA FOR RELOCATION OF EXISTING POWER POLE
AutoCAD SHX Text
PCD PROJECT NO. PPR-19-009
AutoCAD SHX Text
SEDIMENT CONTROL LOGS
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SCL
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SCL
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SCL
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IP
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IP
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PROPOSED SD-C16
AutoCAD SHX Text
PROPOSED 5' TYPE R INLET C16
AutoCAD SHX Text
VTC
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PRIMARY CONSTRUCTION ACCESS
AutoCAD SHX Text
PH. 2 PARKING AREA
AutoCAD SHX Text
PH. 1 PARKING AREA
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PH. 1 ASPHALT LIMITS
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PH. 1 ASPHALT CUL-DE-SAC
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1
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1
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NOTE: PH. 1 SITEWORK INCLUDES ALL GRADING AND STORM DRAINAGE FACILITIES SHOWN IN FIELD AREA
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8
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CONSTRUCTION ACCESS ROADS SHALL MEET TRI-LAKES MONUMENT FIRE PROTECTION DISTRICT CRITERIA (MIN. 20' WIDE COMPACTED GRAVEL)
AutoCAD SHX Text
8
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8
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EXISTING MANHOLE AVAILABLE FOR EMERGENCY WATER SUPPLY
AutoCAD SHX Text
C
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COUNTY COMMENTS
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JPS
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8/9/19
1.0 AC
C2.2
SCALE : 1"=50'
DATE:
DRAWN BY:
CHECKED BY:
REVISED:
SOUTH SITE GRADING &
EROSION CONTROL PLAN
BJJ
JPS
12/20/18
8/01/19
OWNERSHIP OF INSTRUMENTS OF SERVICE:
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELDDATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTSPREPARED BY DESIGN PROFESSIONAL AS INSTRUMENTS OF
SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGNPROFESSIONAL. THE DESIGN PROFESSIONAL SHALL RETAIN ALL
COMMON LAW STATUTORY AND OTHER RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.
MONUMENT
ACADEMY
HIGH SCHOOL
FOR CONSTRUCTION
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7370
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7380
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7390
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7400
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7410
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7420
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7380
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7390
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7400
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7410
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7420
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7430
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7370
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7380
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7390
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7400
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7400
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7410
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7420
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7430
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7420
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7400
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7410
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7420
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7440
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7430
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7430
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7420
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7410
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7420
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7410
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7430.3
AutoCAD SHX Text
7434.8
AutoCAD SHX Text
S
AutoCAD SHX Text
24"CMP
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18"CMP
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S
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T
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24"CMP
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S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
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INV. OUT= 7365.49'
AutoCAD SHX Text
INV. IN= 7369.22'
AutoCAD SHX Text
INV. OUT= 7365.77'
AutoCAD SHX Text
INV. IN= 7368.80'
AutoCAD SHX Text
16.5' WIDE AT&T EASEMENT
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(BOOK 2026, PAGE 626)
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7376
AutoCAD SHX Text
7374
AutoCAD SHX Text
7371
AutoCAD SHX Text
7372
AutoCAD SHX Text
7370
AutoCAD SHX Text
7364
AutoCAD SHX Text
7366
AutoCAD SHX Text
25+00
AutoCAD SHX Text
26+00
AutoCAD SHX Text
27+00
AutoCAD SHX Text
27+32.63
AutoCAD SHX Text
PT = 26+07.45
AutoCAD SHX Text
7410
AutoCAD SHX Text
7405
AutoCAD SHX Text
7400
AutoCAD SHX Text
X
AutoCAD SHX Text
22.0
AutoCAD SHX Text
X
AutoCAD SHX Text
22.0
AutoCAD SHX Text
X
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22.0
AutoCAD SHX Text
X
AutoCAD SHX Text
22.0
AutoCAD SHX Text
X
AutoCAD SHX Text
21.4
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X
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19.5
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X
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20.1
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X
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20.3
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3.5%%%
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
4.3%%%
AutoCAD SHX Text
1.0%%%
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1.8%%%
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6.0%%%
AutoCAD SHX Text
10+00
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11+00
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12+00
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13+00
AutoCAD SHX Text
14+00
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15+00
AutoCAD SHX Text
16+00
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PC = 10+75.64
AutoCAD SHX Text
PC = 10+98.09
AutoCAD SHX Text
PCC = 19+22.75
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PT = 23+46.36
AutoCAD SHX Text
1.0%%%
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X
AutoCAD SHX Text
17.7
AutoCAD SHX Text
2.0%%%
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X
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19.5
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X
AutoCAD SHX Text
19.2
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6"FS
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4"W
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X
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X
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1.2%%%
AutoCAD SHX Text
18.65
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X
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1.1%%%
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20.8
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1.7%%%
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2.0%%%
AutoCAD SHX Text
X
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21.0
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X
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34.1
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34.6
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X
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X
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34.3
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34.5
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X
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32.0
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X
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32.0
AutoCAD SHX Text
1.8%%%
AutoCAD SHX Text
3.5%%%
AutoCAD SHX Text
X
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25.3
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X
AutoCAD SHX Text
26.3
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2.4%%%
AutoCAD SHX Text
X
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34.6
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X
AutoCAD SHX Text
34.8
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2.2%%%
AutoCAD SHX Text
X
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32.6
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X
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14.9
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X
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15.7
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X
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13.7
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X
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22.1
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X
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22.0
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X
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22.2
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X
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20.4
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X
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20.2
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X
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11.0
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X
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11.5
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X
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11.4
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X
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11.1
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1.0%%%
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1.0%%%
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X
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11.6
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X
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14.3
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X
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15.9
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X
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13.5
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HP
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4.0%%%
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1.0%%%
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1.8%%%
AutoCAD SHX Text
3.2%%%
AutoCAD SHX Text
X
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25.4
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4.1%%%
AutoCAD SHX Text
X
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14.4
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2.7%%%
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X
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22.0
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X
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21.7
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1.0%%%
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2.7%%%
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X
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3.0%%%
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4"SS
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co
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7410
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7420
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7422
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7424
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7426
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7428
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7430
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7432
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7434
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7418
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7416
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7414
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7412
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7382
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7384
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7386
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7388
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7390
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7392
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7394
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7396
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7398
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7400
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7402
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7404
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7406
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7408
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7434
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7434
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7380
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7372
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7376
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7372
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7380
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7382
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7376
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7372
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7376
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7432
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7430
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7430
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7428
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7428
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7426
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7426
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7424
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7424
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7422
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7422
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7420
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7420
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7420
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7420
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7420
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7420
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7420
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7418
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7418
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7416
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7412
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7414
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7414
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7418
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7412
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7416
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7418
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7380
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7380
AutoCAD SHX Text
7378
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7376
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7374
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34.0
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X
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18.0
AutoCAD SHX Text
19.0
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X
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18.8
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X
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18.8
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18.0
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18.0
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1.0%%%
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1.8%%%
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1.4%%%
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21.0
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21.7
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22.0
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22.0
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3.2%%%
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4.1%%%
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6"SS
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12"SD
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6"SD
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8"SD
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4
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9
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10+00
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11+00
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PC = 10+00
AutoCAD SHX Text
7432
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1.0%%%
AutoCAD SHX Text
7372
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7370
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7364
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2.5%%%
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7434
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22.0
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X
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22.0
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22.0
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X
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7380
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7380
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7378
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7434
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7432
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7430
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7440
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7438
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7434
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7434
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7374
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7372
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2.0%%%
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1.4%%%
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X
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21.4
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22.0
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21.5
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3:1
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3:1
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22.0
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1.0%%%
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1.4%%%
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X
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21.5
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X
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21.5
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X
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22.0
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X
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20.25
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X
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20.1
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X
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X
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X
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20.1
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20.2
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20.3
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2.0%%%
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X
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21.0
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X
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21.5
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20.6
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20.8
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2.0%%%
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2.0%%%
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X
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22.0
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21.0
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21.0
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X
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21.0
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21.0
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X
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20.52
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20.9
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X
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21.62
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1.4%%%
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1.0%%%
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3.0%%%
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X
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19.9
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21.0
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21.3
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3.4%%%
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2.0%%%
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2.0%%%
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X
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21.4
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X
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21.6
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2.0%%%
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2.0%%%
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2.0%%%
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1.0%%%
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3:1
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3:1
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X
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20.5
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22.0
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22.0
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2.0%%%
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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CUT
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FILL
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X
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11.4
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3.6%%%
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1.5%%%
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1.5%%%
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INLET PROTECTION
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VEHICLE TRACKING PAD
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SILT FENCE
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RIPRAP PAD
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SEED & MULCH
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EXTENDED DETENTION BASIN
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NOTE: ALL EROSION CONTROL MEASURES SHALL CONFORM TO CITY OF COLORADO SPRINGS DRAINAGE CRITERIA MANUAL, VOLUME 2 REQUIREMENTS.
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IP
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VTC
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SF
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RR
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EDB
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SM
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%%uLEGEND
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PROPOSED SPOT
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ELEVATION (FLOWLINE)
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EXIST. SPOT ELEVATION
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LIMITS OF DISTURBANCE
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EXISTING CONTOUR
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6520
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PROPOSED CONTOUR
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6520
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EASEMENT
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CONCRETE WASHOUT AREA
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CWA
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99.0
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%%U99.0
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%%uKEYED NOTES:
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1
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2
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CONTRACTOR MAY WASTE EXCESS CUT MATERIAL OR BORROW SUITABLE FILL MATERIAL FROM THIS AREA . MAINTAIN POSITIVE DRAINAGE & MATCH INTO EXISTING GRADES WITH 3:1 MAX. SLOPE.
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PREPARE AND COMPACT BUILDING FOUNDATION & SLABS PER PROJECT GEOTECHNICAL REPORT
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3
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HEAVY DUTY PAVEMENT: 5" HBP OVER 5" ABC (REFER TO GEOTECH REPORT)
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4
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LIGHT DUTY PAVEMENT: 4" HBP OVER 5" ABC (REFER TO GEOTECH REPORT)
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GRASS BUFFER
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GB
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SEDIMENT BASIN
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SB
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5
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2' CURB CHASE
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TYPE 3 SPILL CURB
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TYPE 3 CARRY CURB
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12"
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6"
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12"
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6"
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18"
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1-1/2"
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1/2"
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1/2"
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PER FOOT
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SLOPE: 1/2"
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F
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L
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1-1/2"
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4-1/2"
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12"
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6"
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12"
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6"
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18"
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1-1/2" TO 2"
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1-1/2"
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1/2"
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1/2"
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PER FOOT
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SLOPE: 1/2"
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F
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L
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1-1/2"
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4-1/2"
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A
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B
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1-1/2" TO 2"
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NTS
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NTS
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6
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BUILDING MATERIAL STORAGE AREA
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7
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TOPSOIL STOCKPILE AREA
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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www.jpsengr.com
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NORTH
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ARCHITECTS AIA
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N
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50'
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50'
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100'
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25'
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(30"x42" Sheet)
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0
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Contour Interval = 2 ft.
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Original Scale: 1"=50'
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SH 83
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ROAD A
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PROPOSED 24" HDPE STORM OUTLET PIPE
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RR
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SF
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SB
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EDB
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RR
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IP
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SM
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SM
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SM
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SM
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MATCH LINE SEE SHT. C2.1
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PINEHURST
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CIRCLE
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PROPOSED FOREBAY
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PROPOSED 4' CROSSPAN
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A
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B
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B
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2
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2
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PROPOSED SCHOOL BUILDING FF=7422.0
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BENCHMARK: BENCHMARK 4 BB RESET 1984 NAVD 88 DATUM ELEV.=7570.80 FOUND BRASS CAP IN CONCRETE INT HWY 83 & HODGEN RD.
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ROOF DRAIN DOWNSPOUTS: INSTALL TRANSITION COUPLINGS & EXTEND 12" PVC STORM DRAIN TO STORM SEWER SYSTEM @ 1.0% MIN. SLOPE UNLESS NOTED OTHERWISE (COORDINATE W/ARCH. & PLUMBING PLANS)
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PROPOSED 5' TYPE R INLET C14.1 TC=7418.5
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PROPOSED 18" HDPE SD-C14.1
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PROPOSED 10' TYPE R INLET M2.1 TC=7419.20
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PROPOSED 18" HDPE SD-M2.1
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PROPOSED 5' TYPE R INLET M2.2
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PROPOSED 10' TYPE R INLET M2.3 TC=7409.90
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PROPOSED 18" HDPE SD-M2.2
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PROPOSED 30" RCP SD-M2.3
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PROPOSED 30" FES W/RIPRAP APRON INV OUT=7400.0
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EXTEND EXISTING 18" CMP CULVERT W/98 LF 18" CMP; INSTALL 2 EA. 18" FES W/RR APRON DOWNSTREAM
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EXISTING 24" CULVERT
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SCALE : NTS
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CHANNEL SECTION M2.3A C
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1
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4
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1
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4
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12'
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2'
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3:1
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3:1
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20' EASEMENT
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CHANNEL
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GRASS LINED
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3:1
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3:1
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EROSION CONTROL BLANKET DITCH LINING
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ECB
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ECB
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ECB
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ECB
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ECB
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ECB
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ECB
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3
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3
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3
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3
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6
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7
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ECB
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ECB
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7
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1
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1
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1
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1
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1
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EXTEND EXISTING 24" CMP CULVERT 10 LF W/FES
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EXTEND EXISTING 24" CMP CULVERT 20 LF W/FES
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PROPOSED 280 LF CHANNEL M2.3A @ 5.0% SLOPE
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C -
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PROPOSED DETENTION POND M3 BOT EL=7372.0 SPILLWAY=7377.5 TOP EL=7380.0 REQ'D FSD VOL=2.0 AF DSN VOL=2.2 AF
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100 E. St. Vrain, Suite 300
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Colorado Springs, Colorado 80903
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A
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B
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A
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PROPOSED DRAINAGE EASEMENT
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NO.
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REVISION
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DATE
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BY
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C
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TEMPORARY PROPOSED WATER QUALITY POND M4
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TEMPORARY PROPOSED WATER QUALITY POND M5
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COUNTY COMMENTS
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JPS
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6/20/19
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PCD PROJECT NO. PPR-19-009
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FUTURE ADDITION FF=7422.0
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FUTURE ADDITION FF=7422.0
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PH. 2 PARKING AREA
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PH. 1 PARKING AREA
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PH. 1 ASPHALT LIMIT
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PROPERTY LINE
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12'Lx9'W RIPRAP APRON
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RR
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B
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COUNTY COMMENTS
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JPS
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4/29/19
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12'Lx9'W RIPRAP APRON
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RR
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C C4.1
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C C4.1
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SF
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20'W ECB LINING (ERONET P300 OR EQUAL)
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(ERONET P300 OR EQUAL)
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20' ROW RESERVATION
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PROPOSED MONUMENT SIGN
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PROPOSED MONUMENT SIGN
C2.3
DATE:
DRAWN BY:
CHECKED BY:
REVISED:
OWNERSHIP OF INSTRUMENTS OF SERVICE:
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELDDATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTSPREPARED BY DESIGN PROFESSIONAL AS INSTRUMENTS OF
SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGNPROFESSIONAL. THE DESIGN PROFESSIONAL SHALL RETAIN ALL
COMMON LAW STATUTORY AND OTHER RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.
SOUTH WATER LINE
GRADING & EROSION
CONTROL PLAN
BJJ
JPS
4/23/19
MONUMENT
ACADEMY
HIGH SCHOOL
FOR CONSTRUCTION
7/26/19
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7420
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WV
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WV
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WV
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WV
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WV
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WV
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7434
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7432
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35.6
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2.5%%%
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7418
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10+00
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11+00
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12+00
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13+00
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14+00
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15+00
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16+00
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17+00
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18+00
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19+00
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20+00
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21+00
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22+00
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23+00
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24+00
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25+00
AutoCAD SHX Text
7428
AutoCAD SHX Text
7426
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7420
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7418
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7420
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7422
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7424
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7424
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7424
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7426
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7432
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8
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6
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1
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1
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2
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1
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7434
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7432
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7430
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7430
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7430
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7440
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7450
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7400
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7420
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7430
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7390
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7410
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7390
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7380
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7400
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7440
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7430
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7420
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7410
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7400
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7395
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7400
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7390
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7390
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7400
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N89°35'52"W
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854.75'
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M?
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MH
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MH
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7375.4
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7377.0
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M?
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7430.3
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7434.8
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7466.1
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TRAIL
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TRAIL
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TRAIL
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TRAIL
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TRAIL
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PATH
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TRAIL
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TRAIL
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4+31.58 MH INV. IN=7374.43' INV. OUT=7374.13'
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7+23.29 MH INV. IN=7384.29' INV. OUT=7383.99'
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10+22.49 MH INV. IN=7390.87' INV. OUT=7390.57'
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13+42.60 MH INV. IN=7396.30' INV. OUT=7396.00'
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16+62.71 MH INV. IN=7405.89' INV. OUT=7405.59'
AutoCAD SHX Text
19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
AutoCAD SHX Text
FAX: 719-471-0766
AutoCAD SHX Text
www.jpsengr.com
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NORTH
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WALDEN PRESERVE 2 PUD
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N
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50'
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50'
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50'
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25'
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(24"x36" Sheet)
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0
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Contour Interval = 2 ft.
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Original Scale: 1"=50'
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FIELD LOCATE & CONNECT TO EXISTING 6" WM W/8"x6" TEE W/CTRB, 6" GV N&S, 8" GV W
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EXISTING 60' ROW
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PROPOSED 8" PVC PUBLIC WATER MAIN
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8" TEE W/CTRB & 8" GVs N, S, & E
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FUTURE DETENTION POND
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FUTURE 8" WM TO SOUTH BY WALDEN CORPORATION
AutoCAD SHX Text
HIGHVIEW DRIVE
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WOODHAVEN DRIVE
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EXISTING 6" WATER MAIN
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EXISTING 6" WATER MAIN
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MATCH INTO 8" WM ON MA SITE
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PROPOSED 8" PVC PUBLIC WATER MAIN (2,251 LF)
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MA SITE
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100 E. St. Vrain, Suite 300
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Colorado Springs, Colorado 80903
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ARCHITECTS AIA
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NO.
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REVISION
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DATE
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BY
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A
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B
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FOR PERMIT
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JPS
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4/01/19
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INLET PROTECTION
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VEHICLE TRACKING PAD
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SILT FENCE
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RIPRAP PAD
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NOTE: ALL EROSION CONTROL MEASURES SHALL CONFORM TO CITY OF COLORADO SPRINGS DRAINAGE CRITERIA MANUAL, VOLUME 2 REQUIREMENTS.
AutoCAD SHX Text
IP
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VTC
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SF
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RR
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%%uLEGEND
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PROPOSED SPOT
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ELEVATION (FLOWLINE)
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EXIST. SPOT ELEVATION
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PROPERTY LINE
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EXISTING CONTOUR
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6520
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PROPOSED CONTOUR
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6520
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EASEMENT
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%%uKEYED NOTES:
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1
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2
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CONTRACTOR MAY WASTE EXCESS CUT MATERIAL OR BORROW SUITABLE FILL MATERIAL FROM THIS AREA . MAINTAIN POSITIVE DRAINAGE & MATCH INTO EXISTING GRADES WITH 3:1 MAX. SLOPE.
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TOPSOIL STOCKPILE AREA
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%%U99.0
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99.0
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1
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1
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2
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3
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4
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2
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1
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1
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1
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1
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1
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1
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SCL
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SCL
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SCL
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SCL
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SCL
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SCL
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SCL
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SCL
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SCL
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VTC
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SEDIMENT CONTROL LOGS (300' SPACING UNLESS NOTED OTHERWISE)
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RR
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RR
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IP
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IP
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RR
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IP
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COUNTY COMMENTS
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JPS
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4/29/19
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FUTURE CUL-DE-SAC
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PCD PROJECT NO. PPR-19-009
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C
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COUNTY COMMENTS
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JPS
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6/20/19
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PROPOSED TEMPORARY CUL-DE-SAC
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1
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PROPOSED LIMIT OF DISTURBANCE
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PROPOSED LIMIT OF DISTURBANCE
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D
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COUNTY COMMENTS
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JPS
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7/26/19
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LIMITS OF CONSTRUCTION/DISTURBANCE
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LIMITS OF CONSTRUCTION/DISTURBANCE
Penny
PE Stamp
C4.2
DATE:
DRAWN BY:
CHECKED BY:
REVISED:
OWNERSHIP OF INSTRUMENTS OF SERVICE:
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELDDATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTSPREPARED BY DESIGN PROFESSIONAL AS INSTRUMENTS OF
SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGNPROFESSIONAL. THE DESIGN PROFESSIONAL SHALL RETAIN ALL
COMMON LAW STATUTORY AND OTHER RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.
CIVIL DETAILS - PHASE 1b
BJJ
JPS
12/21/18
8/09/19
MONUMENT
ACADEMY
HIGH SCHOOL
FOR CONSTRUCTION
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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www.jpsengr.com
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NORTH
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TYPICAL ACCESS DRIVE SECTION 1
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SCALE: 1"=5' H
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ASPHALT
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ROADWAY*
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1"=2.5' V
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14' LANE
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2.0%
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12" SCARIFIED &
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RE-COMPACTED SUBGRADE
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2.0%
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14' LANE
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3:1
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5' ATTACHED SIDEWALK
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TYPE 3 CARRY CURB & GUTTER
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* PAVEMENT DESIGN BASED ON GEOTECHNICAL REPORT
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30' FC-FC
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2.0%
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TYPE 3 CARRY CURB & GUTTER
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2.0%
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5'
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P
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L
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CDOT INLET TYPE R DETAIL
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100 E. St. Vrain, Suite 300
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Colorado Springs, Colorado 80903
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ARCHITECTS AIA
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2'
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2" MAX.
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#4's @ 12" O/C
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TYPICAL CONCRETE CROSSPAN 2
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SCALE: 1" = 1'-0"
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8"
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2'
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TYPE 3 (CARRY)
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CURB & GUTTER
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SCALE: 1"=5'
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VARIES
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1.0% MIN.-5.0% MAX.
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ASPHALT PAVEMENT PER GEOTECHNICAL REPORT
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12" SCARIFIED & RE-COMPACTED SUBGRADE
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TYPICAL PARKING SECTION 3
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N.T.S.
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CONCRETE SIDEWALK DETAIL 4
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EXPANSION JOINT
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COMPACTED SUBGRADE
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A
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%%USECTION A
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DETACHED SIDEWALK
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ATTACHED SIDEWALK
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GRASS/LANDSCAPED
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AREA
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C & G
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NOTE: 1. SEE SITE PLAN FOR LOCATION & DIMENSIONS OF SIDEWALK. 2. CONTRACTOR SHALL PROVIDE JOINTS PER CITY OF COLORADO SPRINGS STANDARD SPECIFICATIONS.
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4" THICK ATTACHED SIDEWALK
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5' WIDE UNLESS OTHERWISE NOTED
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2.0%%%
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NO.
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REVISION
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DATE
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BY
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A
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B
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FOR PERMIT
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JPS
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4/01/19
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COUNTY COMMENTS
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JPS
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4/29/19
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PCD PROJECT NO. PPR-19-009
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C
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COUNTY COMMENTS
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JPS
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6/20/19
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D
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COUNTY COMMENTS
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JPS
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7/09/19
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E
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COUNTY COMMENTS
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JPS
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8/09/19
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8/09/19