േWELL ARCHITECT: HOLLAND BASHAM ARCHITECTS 119 S … · thence south 0 20'45" west, along the...
4
Transcript of േWELL ARCHITECT: HOLLAND BASHAM ARCHITECTS 119 S … · thence south 0 20'45" west, along the...
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
Piles
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Piles
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Piles
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Asphalt
AutoCAD SHX Text
Parking
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pool
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
I-25 (NORTH)
AutoCAD SHX Text
I-25 (SOUTH)
AutoCAD SHX Text
EAST 160th AVENUE
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
DOWNING STREET
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
EAST 166th AVENUE
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
HIGHWAY - 7
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
EAST 164th PLACE
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
EAST 164th AVENUE
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
WASHINGTON STREET
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
CITY OF THORNTON, COLORADO
AutoCAD SHX Text
SHEET 1 OF 7
AutoCAD SHX Text
Highway 7
AutoCAD SHX Text
I-25
AutoCAD SHX Text
160th Ave.
AutoCAD SHX Text
%%UVICINITY MAP%%U
AutoCAD SHX Text
SCALE: 1"=
AutoCAD SHX Text
0
AutoCAD SHX Text
1200'
AutoCAD SHX Text
600'
AutoCAD SHX Text
1200'
AutoCAD SHX Text
Washington St.
AutoCAD SHX Text
164th Ave.
AutoCAD SHX Text
E470
AutoCAD SHX Text
TABLE OF CONTENTS: : 1. COVER SHEET COVER SHEET 2. GENERAL NOTES GENERAL NOTES 3. EXISTING DRAINAGE MAP EXISTING DRAINAGE MAP 4. PROPOSED DRAINAGE MAPPROPOSED DRAINAGE MAP
AutoCAD SHX Text
PROJECT TEAM OWNER'S REPRESENTATIVE: FRONT RANGE CROSSINGS 2285 S 67TH ST, #250 OMAHA, NE 68106 402-392-4351 CONTACT: COLIN BAGWELL ARCHITECT: HOLLAND BASHAM ARCHITECTS 119 S 49TH AVE OMAHA, NE 68132 402-551-0800 CONTACT: TIM HOLLAND CIVIL ENGINEER: : MATRIX DESIGN GROUP 1601 BLAKE ST, #200 DENVER, CO 80202 303-572-0200 CONTACT: PATRICK CHELIN, PE
AutoCAD SHX Text
PARCEL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 2, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE 6th PRINCIPAL MERIDIAN, ALL IN THE COUNTY OF ADAMS, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 2; THENCE NORTH 89°27'26" EAST, ALONG THE SOUTH LINE OF SAID SOUTHWEST ONE-QUARTER, A DISTANCE OF 100.00 FEET; THENCE NORTH 00°32'34" WEST, A DISTANCE OF 30.00 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF EAST 160th AVENUE AND THE POINT OF BEGINNING; POINT OF BEGINNING; ; THENCE NORTH 25°18'46" WEST, A DISTANCE OF 114.37 FEET TO THE EASTERLY RIGHT OF WAY LINE OF NORTH WASHINGTON STREET; THENCE NORTH 00°20'45" EAST, PARALLEL WITH AND 50.00 FEET EAST OF THE WEST LINE OF SAID SOUTHWEST ONE-QUARTER, A DISTANCE OF 856.41 FEET TO THE NORTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED UNDER RECEPTION NUMBER 20060531000554720 AS FILED IN THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER'S OFFICE; THENCE SOUTH 89°39'15" EAST, ALONG THE NORTHERLY LINE OF SAID PARCEL, A DISTANCE OF 1,106.46 FEET TO THE WESTERLY RIGHT OF WAY LINE OF THE BULL CANAL AS DESCRIBED IN BOOK 861, PAGE 223 RECORDED AUGUST 15, 1960 IN THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER; THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE THE FOLLOWING EIGHT (8) COURSES: 1. THENCE NORTH 12 32'53" WEST, A DISTANCE OF 2.11 FEET TO A NON-TANGENT 727.09 FOOT RADIUS CURVE WHOSE THENCE NORTH 12°32'53" WEST, A DISTANCE OF 2.11 FEET TO A NON-TANGENT 727.09 FOOT RADIUS CURVE WHOSECENTER BEARS NORTH 77°27'07" EAST;2. THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16°47'24" AN ARC LENGTH OF 213.07 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16°47'24" AN ARC LENGTH OF 213.07 FEET; 3. THENCE NORTH 04°08'50" EAST, A DISTANCE OF 269.15 FEET TO A NON-TANGENT 315.35 FOOT RADIUS CURVE WHOSE THENCE NORTH 04°08'50" EAST, A DISTANCE OF 269.15 FEET TO A NON-TANGENT 315.35 FOOT RADIUS CURVE WHOSE CENTER BEARS NORTH 85°51'13" WEST;4. THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 52°36'44" AN ARC LENGTH OF 289.57 THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 52°36'44" AN ARC LENGTH OF 289.57 FEET TO A POINT OF CUSP OF A 402.62 FOOT RADIUS CURVE WHOSE CENTER BEARS SOUTH 41°28'10" WEST;5. THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38°20'53" AN ARC LENGTH OF 269.47 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38°20'53" AN ARC LENGTH OF 269.47 FEET; 6. THENCE NORTH 86°53'54" WEST A DISTANCE OF 319.64 FEET, TO THE NORTHWEST CORNER OF SADDLE SORE M THENCE NORTH 86°53'54" WEST A DISTANCE OF 319.64 FEET, TO THE NORTHWEST CORNER OF SADDLE SORE M SUBDIVISION RECORDED JUNE 15, 1966, IN PLAT FILE 12, MAP 23 UNDER RECEPTION NUMBER 788558 IN SAID ADAMS COUNTY RECORDS; 7. THENCE SOUTH 0 20'45" WEST, ALONG THE WEST LINE OF SAID SADDLE SORE M SUBDIVISION, A DISTANCE OF 5.09 FEET, THENCE SOUTH 0°20'45" WEST, ALONG THE WEST LINE OF SAID SADDLE SORE M SUBDIVISION, A DISTANCE OF 5.09 FEET,TO THE NORTHEAST CORNER OF TRANSPORT SUBDIVISION RECORDED MARCH 25, 1977, IN PLAT FILE 14, MAP 325, UNDER RECEPTION NUMBER B066613 IN SAID ADAMS COUNTY RECORDS; 8. THENCE SOUTH 88 20'45" WEST, ALONG THE NORTH LINE OF SAID TRANSPORT SUBDIVISION, A DISTANCE OF 435.50 FEET THENCE SOUTH 88°20'45" WEST, ALONG THE NORTH LINE OF SAID TRANSPORT SUBDIVISION, A DISTANCE OF 435.50 FEETTO THE NORTHWEST CORNER THEREOF, SAID POINT ALSO BEING ON THE EASTERLY RIGHT-OF-WAY OF WASHINGTON STREET; THENCE NORTH 0°20'45" EAST, ALONG SAID EASTERLY RIGHT-OF-WAY, A DISTANCE OF 111.25 FEET, TO THE SOUTHWESTCORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN RECEPTION NO. C1123133 RECORDED ON APRIL 09, 2003 IN SAID ADAMS COUNTY RECORDS; THENCE SOUTH 89°55'56" EAST, ALONG THE SOUTH LINE OF SAID PARCEL, A DISTANCE OF 1,270.20 FEET, TO THESOUTHEAST CORNER THEREOF; THENCE NORTH 00°20'45" EAST, ALONG THE EASTERLY LINE OF SAID PARCEL, A DISTANCE OF 591.00 FEET, TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF 164TH AVENUE: THENCE SOUTH 89°55'56" EAST, ALONG SAID SOUTH RIGHT OF WAY LINE A DISTANCE OF 169.06 FEET TO A NON-TANGENT 620.00 FOOT RADIUS CURVE WHOSE CENTER BEARS NORTH 00°04'11" EAST;THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 35°34'34" AN ARC LENGTH OF 384.97 FEET; THENCE NORTH 54°31'20" EAST, A DISTANCE OF 286.66 FEET; THENCE SOUTH 80°41'02" EAST, A DISTANCE OF 47.96 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OFCOLORADO HIGHWAY DESCRIBED AT BOOK 1140, PAGE 280 IN SAID ADAMS COUNTY RECORDS; THENCE SOUTH 35°28'53" EAST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 1996.49 FEET TO THE EASTERLY POINT EASTERLY POINT OF LOT 1, BLOCK 1 OF RANCHETTE ESTATE SUBDIVISION RECORDED AT RECEPTION NO. B1023466 IN SAID ADAMS COUNTY RECORDS; THENCE SOUTH 47°05'52" WEST, ALONG THE SOUTHERLY LINE OF SAID LOT 1, A DISTANCE OF 427.47 FEET A POINT ON THE WEST LINE OF THE EAST ONE-HALF OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 2; THENCE SOUTH 00°06'35" WEST, ALONG SAID WEST LINE, A DISTANCE OF 216.79 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 2; THENCE SOUTH 89°47'53" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 330.56 FEET TO A POINT ON THAT CERTAIN TO A POINT ON THAT CERTAIN PARCEL OF LAND DESCRIBED AT RECEPTION NO. C1035484 IN SAID ADAMS COUNTY RECORDS; THENCE SOUTH 00°06'50" WEST ALONG THE WEST LINE OF SAID PARCEL, A DISTANCE OF 412.04 FEET TO THE NORTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED AT RECEPTION NO. C0507797 IN SAID ADAMS COUNTY RECORDS; THENCE NORTH 55°05'16" WEST ALONG THE NORTHEASTERLY LINE OF SAID PARCEL, A DISTANCE OF 223.16 FEET; THENCE SOUTH 89°31'19" WEST ALONG THE NORTH LINE OF SAID PARCEL, A DISTANCE OF 187.19 FEET; THENCE SOUTH 00°43'52" WEST ALONG THE WEST LINE OF SAID PARCEL, A DISTANCE OF 327.33 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF 160TH AVENUE; THENCE SOUTH 89°27'26" WEST, A DISTANCE OF 2186.07 FEET ALONG SAID RIGHT-OF-WAY LINE TO THE POINT OF BEGINNING; THE ABOVE DESCRIBED PARCEL ENCOMPASSES 5,232,676 SQUARE FEET OR 120.12572 ACRES, MORE OR LESS, AND IS SUBJECT TO ALL EASEMENTS AND ENCUMBRANCES OF RECORD.
AutoCAD SHX Text
NOTES: 1. BASIS OF BEARINGS: BEARINGS FOR THIS SURVEY ARE BASED ON THE WEST LINE OF THE SOUTHWEST ONE-QUARTER BASIS OF BEARINGS: BEARINGS FOR THIS SURVEY ARE BASED ON THE WEST LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 02, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEINNG MONUMENTED AT THE SOUTH END BY A 3-1/4 INCH ALUMINUM CAP STAMPED "PLS 34977 2007" AND AT THE NORTH END BY A 3-1/4 INCH ALUMINUM CAP STAMPED "PLS 34977 2006". SAID LINE BEARS NORTH 0°20'45" EAST A DISTANCE OF 2587.43FEET, BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983/92 PER ADAMS COUNTY CONTROL MONUMENTS "BASELINE", "BIG DRY" AND "EASTLAKE". 2. THIS IS NOT A MONUMENTED LAND SURVEY. THIS IS NOT A MONUMENTED LAND SURVEY. 3. DURING THE SUBSEQUENT REVIEWS ASSOCIATED WITH ACTUAL DEVELOPMENT OF THE SITE IDENTIFIED IN THE FRONT DURING THE SUBSEQUENT REVIEWS ASSOCIATED WITH ACTUAL DEVELOPMENT OF THE SITE IDENTIFIED IN THE FRONT RANGE CROSSINGS CSP, THE DEVELOPMENT DIRECTOR MAY ALLOW FOR MINOR ADJUSTMENTS IN THE FINAL SITE PLAN, SUBDIVISION PLAT, AND FINAL LANDSCAPE PLAN AND ASSOCIATED FINAL ENGINEERING DOCUMENTS. THE CHANGES TO THE DEVELOPMENT WOULD BE DUE TO ACTUAL SITE CONDITIONS, UNFORESEEN TECHNICAL ISSUES INVOLVING INFRASTRUCTURE ON THE SITE, AND CHANGES TO THE BUILDING PRODUCTS PREVIOUSLY IDENTIFIED OR DESCRIBED ON THE CSP GRAPHIC AND APPROVED BY THE CITY. OTHER ADJUSTMENTS TO THE PLAN MAY REQUIRE A REVIEW BY COUNCIL. 4. SIGNAGE WILL BE BY SEPARATE PERMIT. SIGNAGE WILL BE BY SEPARATE PERMIT. 5. THE TIMING AND SCOPE OF ALL PUBLIC AND PRIVATE INFRASTRUCTURE IMPROVEMENTS WILL BE DETERMINED WITH THE THE TIMING AND SCOPE OF ALL PUBLIC AND PRIVATE INFRASTRUCTURE IMPROVEMENTS WILL BE DETERMINED WITH THE DEVELOPER'S AGREEMENT. 6. WELL SITES ON THE PROPERTY WILL BE SCREENED AS REQUIRED BY CODE WITH THE DEVELOPMENT OF THE SITE. WELL SITES ON THE PROPERTY WILL BE SCREENED AS REQUIRED BY CODE WITH THE DEVELOPMENT OF THE SITE. 7. ALL UTILITY LINES WILL BE INSTALLED UNDERGROUND. ALL UTILITY LINES WILL BE INSTALLED UNDERGROUND. 8. SEE ARCHITECTURAL PLANS FOR STYLES AND MATERIALS TO BE USED FOR THIS PROJECT. SEE ARCHITECTURAL PLANS FOR STYLES AND MATERIALS TO BE USED FOR THIS PROJECT. 9. OWNER'S ASSOCIATION SHALL BE FORMED FOR MAINTENANCE OF COMMON AND RIGHT-OF-WAY LANDSCAPED AREAS. OWNER'S ASSOCIATION SHALL BE FORMED FOR MAINTENANCE OF COMMON AND RIGHT-OF-WAY LANDSCAPED AREAS. 10. ALL PARKING LOT LIGHTS TO BE CONSISTENT THROUGHOUT THE DEVELOPMENT ALL PARKING LOT LIGHTS TO BE CONSISTENT THROUGHOUT THE DEVELOPMENT STANDARD STATEMENT: : 1. SUBSEQUENT CONCEPTUAL SITE PLAN REVIEWS ASSOCIATED WITH ACTUAL DEVELOPMENT OF THE SITE MAY BE REVIEWED SUBSEQUENT CONCEPTUAL SITE PLAN REVIEWS ASSOCIATED WITH ACTUAL DEVELOPMENT OF THE SITE MAY BE REVIEWED ADMINISTRATIVELY AS A PROJECT OF ECONOMIC SIGNIFICANCE UNLESS FORWARDED TO CITY COUNCIL FOR A FINAL DETERMINATION. PUBLIC LAND DEDICATION: : 1. THE MAJORITY OF THE CONCEPTUAL SITE PLAN AREA IS ALREADY WITHIN THE CITY OF THORNTON. FORTY PERCENT THE MAJORITY OF THE CONCEPTUAL SITE PLAN AREA IS ALREADY WITHIN THE CITY OF THORNTON. FORTY PERCENT (47 ACRES) IS TO BE ANNEXED. THE PROPOSED RESIDENTIAL DEVELOPMENT OF 402 UNITS IS EXPECTED TO HOUSE 842 RESIDENTS (2.1/DU). THE SITE WOULD NEED TO DEDICATE 10 ACRES PER 1000 RESIDENT OR 8.42 ACRES. FORTY PERCENT OF 8.42 = 3.37 ACRES. THE PARK SPACE FOR THE SITE TOTALS 5.59 ACRES.
PRELIMINARY DRAINAGE PLAN
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET No.
SHEET OF
PRELIMINARY
THIS DRAWING HAS NOT
BEEN APPROVED BY
GOVERNING AGENCIES AND
IS SUBJECT TO CHANGE
x-pp-bndy-Larkridge coordinate base
X-PP-SITE
exma
X-PP-SITE-NE
EXPN
FRONT RANGE CROSSINGS NORTHEAST
June 29, 2017 3:12:07 PM
----
R:\13.672.001 (Waitt-Thornton)\Dwg\Construction Plans\Storm\230-General Notes -NE.dwg
2 7 GN01
N/A
N/A
NOVEMBER 2016
MAM
FRD
MAM
----
GENERAL NOTES
FRONT RANGE CROSSINGS
CONCEPTUAL SITE PLAN
FRONT RANGE CROSSINGS
2
– ’
“
”
”
’
–
’
’
“
”
AutoCAD SHX Text
CITY OF THORNTON, COLORADO
AutoCAD SHX Text
SHEET 2 OF 7
AutoCAD SHX Text
1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE;INCLUDING, SAFETY OF THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE;INCLUDING, SAFETY OF PERSONS AND PROPERTY DURING THE PERFORMANCE OF WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CITY CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 2. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO DATE OF CONSTRUCTION. FOR INFORMATION CONTACT: UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) – 1-800-922-1987. IT IS THE CONTRACTOR’S RESPONSIBILITY TO FIELD VERIFY SIZE AND HORIZONTAL AND 1-800-922-1987. IT IS THE CONTRACTOR’S RESPONSIBILITY TO FIELD VERIFY SIZE AND HORIZONTAL AND S RESPONSIBILITY TO FIELD VERIFY SIZE AND HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE CITY OF ANY DISCREPANCIES. 3. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS AND WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY AUTHORIZED CITY OF THORNTON PERSONNEL. 4. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL REGULATIONS. SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES, OR TO ANY EXISTING STRUCTURE WHERE EXCAVATIONS ARE MADE UNDER SEVERE WATER CONDITIONS. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. 5. THE CONTRACTOR SHALL FURNISH THE ENGINEER THE "AS CONSTRUCTED" LOCATIONS OF FACILITIES INSTALLED AND, THIS IN TURN, SHALL BE SUBMITTED THE CONTRACTOR SHALL FURNISH THE ENGINEER THE "AS CONSTRUCTED" LOCATIONS OF FACILITIES INSTALLED AND, THIS IN TURN, SHALL BE SUBMITTED TO THE CITY OF THORNTON ON AS-BUILT MYLAR DRAWINGS AND ELECTRONIC FILES PREPARED BY THE ENGINEER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC STREETS OF MUD OR DEBRIS DUE TO CONSTRUCTION ACTIVITY INITIATED BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC STREETS OF MUD OR DEBRIS DUE TO CONSTRUCTION ACTIVITY INITIATED BY SAID CONTRACTOR ON A DAILY BASIS OR AS OTHERWISE DIRECTED BY AUTHORIZED CITY PERSONNEL. 7. PRIOR TO THE BEGINNING OF WORK, A PRECONSTRUCTION CONFERENCE SHALL BE HELD BETWEEN THE CITY, THERESPONSIBLE PARTY WHO IS SCHEDULED PRIOR TO THE BEGINNING OF WORK, A PRECONSTRUCTION CONFERENCE SHALL BE HELD BETWEEN THE CITY, THERESPONSIBLE PARTY WHO IS SCHEDULED TO PERFORM THE WORK, THE DESIGNATED ON-SITE FIELD REPRESENTATIVE, THE CONSULTING ENGINEER OR LANDSCAPE PROFESSIONAL, AND ANY REPRESENTATIVE, THE CONSULTING ENGINEER OR LANDSCAPE PROFESSIONAL, AND ANY OTHER ENTITIES INVOLVED IN THE CONSTRUCTION. IN THE CONSTRUCTION. 8. DEVELOPMENT PHASING OF ANY PROJECT MUST BE SHOWN ON THE CONSTRUCTION PLANS AND MADE A PART OF THE APPLICATION PROCEDURE. NO DEVELOPMENT PHASING OF ANY PROJECT MUST BE SHOWN ON THE CONSTRUCTION PLANS AND MADE A PART OF THE APPLICATION PROCEDURE. NO PHASING SHALL BE PERMITTED UNLESS THIS REQUIREMENT HAS BEEN ADHERED TO. 9. NO WORK SHALL BEGIN UNTIL THE INSTALLING RESPONSIBLE PARTY IS IN POSSESSION OF AN APPROVED SET OF PLANS AND THE CITY OF THORNTON NO WORK SHALL BEGIN UNTIL THE INSTALLING RESPONSIBLE PARTY IS IN POSSESSION OF AN APPROVED SET OF PLANS AND THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS, AND ALL NECESSARY PERMITS FOR THE IMPROVEMENTS HAS BEEN ISSUED BY THE CITY. DEVELOPMENT ENGINEERING'S APPROVAL SHALL BE FOR GENERAL CONFORMITY TO THE UTILITY SPECIFICATIONS AND SHALL NOT CONSTITUTE BLANKET APPROVAL OF ALL DIMENSIONS, QUANTITIES AND DETAILS OF THE MATERIAL OR EQUIPMENT SHOWN. NOR SHALL SUCH APPROVAL RELIEVE THE RESPONSIBLE PARTY, CONSULTING ENGINEER, OR LANDSCAPE ARCHITECT OF THEIR RESPONSIBILITY FOR ERRORS CONTAINED IN THE DRAWINGS. A COPY OF THE APPROVED PLANS AND ALL PERMITS SHALL BE ONSITE AT ALL TIMES. 10. THE RESPONSIBLE PARTY SHALL FURNISH REASONABLE AID AND ASSISTANCE REQUIRED BY DEVELOPMENT ENGINEERING FOR THE PROPER EXAMINATION OF THE RESPONSIBLE PARTY SHALL FURNISH REASONABLE AID AND ASSISTANCE REQUIRED BY DEVELOPMENT ENGINEERING FOR THE PROPER EXAMINATION OF THE MATERIALS AND WORK. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACCEPTED WORKMANSHIP PRACTICES AND THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS. ANY WORK NOT ACCEPTED BY DEVELOPMENT ENGINEERING SHALL BE REDONE UNTIL COMPLIANCE WITH THESE STANDARDS IS ACHIEVED. INSTRUCTIONS GIVEN BY DEVELOPMENT ENGINEERING RELATING TO QUALITY OF MATERIALS AND WORKMANSHIP MUST BE OBEYED AT ONCE BY THE RESPONSIBLE PARTY. DEVELOPMENT ENGINEERING SHALL NOT SUPERVISE SET OUT WORK, OR GIVE LINE AND GRADE STAKES. 11. THE MATERIALS USED IN PROJECTS SHALL BE NEW AND SUBJECT TO THE INSPECTION AND APPROVAL OF THE INSPECTOR AT ALL TIMES. THE INSPECTOR THE MATERIALS USED IN PROJECTS SHALL BE NEW AND SUBJECT TO THE INSPECTION AND APPROVAL OF THE INSPECTOR AT ALL TIMES. THE INSPECTOR HAS THE RIGHT TO PERFORM ANY TESTING DEEMED NECESSARY TO ENSURE COMPLIANCE OF THE MATERIAL WITH THESE STANDARDS. NO MATERIAL SHALL BE USED BEFORE BEING INSPECTED AND APPROVED BY THE INSPECTOR. FAILURE OR NEGLECT ON THE PART OF THE INSPECTOR TO CONDEMN OR REJECT INFERIOR MATERIALS OR WORK SHALL NOT BE CONSTRUED TO IMPLY THEIR ACCEPTANCE SHOULD THEIR INFERIORITY BECOME EVIDENT AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. INSPECTORS HAVE THE AUTHORITY TO REJECT DEFECTIVE OR INFERIOR MATERIALS AND/OR DEFECTIVE WORKMANSHIP AND TO SUSPEND WORK UNTIL SUCH TIME AS THE RESPONSIBLE PARTY SHALL CORRECT THE DISCREPANCIES IN QUESTION. 12. WHENEVER DEFECTIVE MATERIALS AND WORK ARE REJECTED, THE RESPONSIBLE PARTY SHALL PROMPTLY REMOVE SUCH DEFECTIVE MATERIALS AND WHENEVER DEFECTIVE MATERIALS AND WORK ARE REJECTED, THE RESPONSIBLE PARTY SHALL PROMPTLY REMOVE SUCH DEFECTIVE MATERIALS AND CONSTRUCTION FROM THE JOB SITE AND REPLACE ALL DEFECTIVE PORTIONS TO THE SATISFACTION OF DEVELOPMENT ENGINEERING. IN THE EVENT THE RESPONSIBLE PARTY FAILS TO REMOVE REJECTED ITEMS FROM THE JOB SITE WITHIN A REASONABLE LENGTH OF TIME, DEVELOPMENT ENGINEERING MAY ARRANGE FOR SUCH REMOVAL AT THE EXPENSE OF THE RESPONSIBLE PARTY. 13. INSPECTION SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM ANY OBLIGATION TO PERFORM THE WORK STRICTLY IN ACCORDANCE WITH THE PLANS INSPECTION SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM ANY OBLIGATION TO PERFORM THE WORK STRICTLY IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS OR ANY MODIFICATIONS THEREOF. WORK NOT SO CONSTRUCTED SHALL BE REMOVED AND CORRECTED BY THE RESPONSIBLE PARTY AT HIS SOLE EXPENSE, WHENEVER SO ORDERED BY DEVELOPMENT ENGINEERING, WITHOUT REFERENCE TO ANY PREVIOUS ERROR OR OVERSIGHT IN INSPECTION. 14. EXCEPT IN CASES OF EMERGENCY, MAINTENANCE, OR PROTECTION OF WORK ALREADY COMPLETED, NO WORK SHALL BE ALLOWED BETWEEN THE HOURS OF EXCEPT IN CASES OF EMERGENCY, MAINTENANCE, OR PROTECTION OF WORK ALREADY COMPLETED, NO WORK SHALL BE ALLOWED BETWEEN THE HOURS OF 7 P.M. AND 7 A.M.; NOR ON SATURDAY, SUNDAY, OR LEGAL HOLIDAYS UNLESS APPROVED BY DEVELOPMENT ENGINEERING IN EACH CASE. WHEN ANY INSPECTOR IS REQUIRED TO WORK OUTSIDE THE HOURS OF 7 A.M. TO 4 P.M. ON REGULAR CITY BUSINESS DAYS, OVERTIME SHALL BE CHARGED TO THE RESPONSIBLE PARTY. HOWEVER, SUCH INSPECTORS SHALL REMAIN EMPLOYEES OF THE CITY FOR ALL PURPOSES. REQUESTS FOR OVERTIME SHALL BE MADE TO DEVELOPMENT ENGINEERING AT LEAST 48 HOURS IN ADVANCE. PAYMENT FOR SUCH OVERTIME WORK SHALL BE MADE TO THE CITY PRIOR TO FINAL ACCEPTANCE. 15. IN THE EVENT ONE OR MORE INSPECTORS REPRESENTING PRIVATE CONSULTING ENGINEERING FIRMS ARE ALSO INSPECTING A PROJECT ALONG WITH IN THE EVENT ONE OR MORE INSPECTORS REPRESENTING PRIVATE CONSULTING ENGINEERING FIRMS ARE ALSO INSPECTING A PROJECT ALONG WITH DEVELOPMENT ENGINEERING, THE INSTRUCTIONS GIVEN BY DEVELOPMENT ENGINEERING SHALL PREVAIL IN THE EVENT OF CONFLICTING INSTRUCTIONS. 16. THE WORK SHALL BE SURVEYED AND STAKED UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR IN ACCORDANCE WITH THE APPROVED PLANS. THE WORK SHALL BE SURVEYED AND STAKED UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR IN ACCORDANCE WITH THE APPROVED PLANS. 17. IF IRRIGATION DITCHES ARE INVOLVED, AN APPROVAL BLOCK FOR THE DITCH COMPANY SHALL BE PROVIDED. IF IRRIGATION DITCHES ARE INVOLVED, AN APPROVAL BLOCK FOR THE DITCH COMPANY SHALL BE PROVIDED. 18. IF A FOUNDATION UNDERDRAIN SYSTEM IS INSTALLED IN THE PUBLIC RIGHT-OF-WAY, THE FOLLOWING STATEMENT SHALL BE INCLUDED IN THE AS-BUILT IF A FOUNDATION UNDERDRAIN SYSTEM IS INSTALLED IN THE PUBLIC RIGHT-OF-WAY, THE FOLLOWING STATEMENT SHALL BE INCLUDED IN THE AS-BUILT DRAWINGS: “THE FOUNDATION UNDERDRAIN SYSTEM IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER OR ITS ASSIGNS. THE THE FOUNDATION UNDERDRAIN SYSTEM IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER OR ITS ASSIGNS. THE CITY IS NOT RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF SAID SYSTEM.” 19. CONSTRUCTION SHALL ADHERE TO THE FOLLOWING SEQUENCE UNLESS OTHERWISE SPECIFIED BY THE DEVELOPMENT ENGINEERING MANAGER: SANITARY CONSTRUCTION SHALL ADHERE TO THE FOLLOWING SEQUENCE UNLESS OTHERWISE SPECIFIED BY THE DEVELOPMENT ENGINEERING MANAGER: SANITARY SEWER INSTALLATION, WATER MAIN INSTALLATION, CURB AND GUTTER INSTALLATION, WATER SERVICE INSTALLATION. 20. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE ENGINEER AND THE CITY OF THORNTON PRIOR COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE ENGINEER AND THE CITY OF THORNTON PRIOR TO FINAL ACCEPTANCE. 21. ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY A CITY REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY A CITY REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN STANDARD CONSTRUCTION PRACTICES ARE NOT BEING ADHERED TO. 22. DEVELOPER AND BUILDER SHALL REGULARLY PATROL THE PUBLIC LANDS ADJACENT TO THE DEVELOPMENT TO REMOVE CONSTRUCTION DEBRIS AND KEEP DEVELOPER AND BUILDER SHALL REGULARLY PATROL THE PUBLIC LANDS ADJACENT TO THE DEVELOPMENT TO REMOVE CONSTRUCTION DEBRIS AND KEEP THE SITE CLEAN AND SAFE. 23. ALL SITE GRADING (EXCAVATION, EMBANKMENT, AND COMPACTION) SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST SOILS INVESTIGATION FOR ALL SITE GRADING (EXCAVATION, EMBANKMENT, AND COMPACTION) SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST SOILS INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS”, LATEST EDITION. A CDPS GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH , LATEST EDITION. A CDPS GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES SHALL BE OBTAINED PRIOR TO ANY GRADING BEING PERFORMED ON SITES ONE (1) ACRE OR LARGER IN SIZE. THESE PERMITS CAN BE OBTAINED FROM THE STATE WATER QUALITY CONTROL DIVISION. 24. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 25. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND AND PROPER MEASURES TAKEN TO CONTROL EROSION AND SEDIMENT MOVEMENT. 26. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND-CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND-CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. 27. PERMANENT SLOPES SHALL NOT EXCEED 4:1 (H:V) IN AREAS TO BE SEEDED OR SODDED. RETAINING WALLS SHALL BE REVIEWED AND APPROVED BY PERMANENT SLOPES SHALL NOT EXCEED 4:1 (H:V) IN AREAS TO BE SEEDED OR SODDED. RETAINING WALLS SHALL BE REVIEWED AND APPROVED BY SEPARATE APPLICATION TO THE DEVELOPMENT ENGINEERING DIVISION. 28. THIS EROSION AND SEDIMENT CONTROL PLAN HAS BEEN SUBMITTED TO THE CITY OF THORNTON AND IS IN GENERAL CONFORMANCE WITH THE CITY’S THIS EROSION AND SEDIMENT CONTROL PLAN HAS BEEN SUBMITTED TO THE CITY OF THORNTON AND IS IN GENERAL CONFORMANCE WITH THE CITY’S S EROSION CONTROL STANDARDS. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURE MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEM OR IF THE PROPOSED EROSION CONTROL MEASURES DO NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS EROSION CONTROL PLAN AND THE OBLIGATION OF THE LANDOWNER SHALL RUN WITH THE LAND UNTIL SUCH TIME AS THE EROSION CONTROL PLAN IS PROPERLY COMPLETED, OFFICIALLY MODIFIED, OR VOIDED. 29. INSTALLATION OF WATER MAINS SHALL NOT BE PERMITTED UNTIL ALL COMPACTION RESULTS FOR SANITARY SEWERS HAVE BEEN SUBMITTED TO AND INSTALLATION OF WATER MAINS SHALL NOT BE PERMITTED UNTIL ALL COMPACTION RESULTS FOR SANITARY SEWERS HAVE BEEN SUBMITTED TO AND APPROVED BY THE CITY, ALL DESIGN SLOPES FOR SANITARY SEWER INSTALLATIONS HAVE BEEN VERIFIED AND APPROVED BY THE CITY, AND ALL APPLICABLE TESTING PROCEDURES HAVE BEEN CONDUCTED AND APPROVED IN WRITING. 30. NEW WATER MAINS 12 INCHES OR LESS SHALL BE AWWA STANDARD C-900-07 PVC DR -25 PRESSURE PIPE. WATER MAINS LARGER THAN 12 INCHES NEW WATER MAINS 12 INCHES OR LESS SHALL BE AWWA STANDARD C-900-07 PVC DR -25 PRESSURE PIPE. WATER MAINS LARGER THAN 12 INCHES SHALL MEET AWWA C-905 PVC DR-21 OR DR-18 AS DETERMINED BY THE DEVELOPMENT ENGINEERING MANAGER. HYDRANT LEADS SHALL ONLY BE DIP. 31. WATER MAINS SHALL BE LAID IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN WATER MAINS SHALL BE LAID IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS AND SHALL BE SUBJECT TO CITY INSPECTION AND APPROVAL. 32. FIRE HYDRANTS SHALL BE LIMITED TO THE FOLLOWING MANUFACTURERS ONLY AND SHALL BE PAINTED ACCORDING TO THE LATEST EDITION OF THE CITY FIRE HYDRANTS SHALL BE LIMITED TO THE FOLLOWING MANUFACTURERS ONLY AND SHALL BE PAINTED ACCORDING TO THE LATEST EDITION OF THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS PRIOR TO ACCEPTANCE. MUELLER COMPANY – 5-1/4" SUPER CENTURION 5-1/4" SUPER CENTURION WATEROUS COMPANY - MODEL WB-250-PACER 33. THERE SHALL BE A MINIMUM OF FOUR AND ONE HALF (4.5) FEET OF COVER FROM FINISHED GRADE TO THE TOP OF WATERLINES. THERE SHALL BE A MINIMUM OF FOUR AND ONE HALF (4.5) FEET OF COVER FROM FINISHED GRADE TO THE TOP OF WATERLINES. 34. BEDDING AND BACKFILL MATERIALS FOR BOTH WATER AND SEWER SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF THORNTON STANDARDS AND BEDDING AND BACKFILL MATERIALS FOR BOTH WATER AND SEWER SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS. 35. THRUSTBLOCKS SHALL BE PLACED AT FITTINGS, TEES, BENDS, CROSSES, PLUGS, ETC., IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF THRUSTBLOCKS SHALL BE PLACED AT FITTINGS, TEES, BENDS, CROSSES, PLUGS, ETC., IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS. 36. IN ALL CASES, 10 FEET OF HORIZONTAL DISTANCE, AS MEASURED FROM EDGE OF PIPE TO EDGE OF PIPE, SHALL BE MAINTAINED BETWEEN WATER AND IN ALL CASES, 10 FEET OF HORIZONTAL DISTANCE, AS MEASURED FROM EDGE OF PIPE TO EDGE OF PIPE, SHALL BE MAINTAINED BETWEEN WATER AND ANY SANITARY OR STORM SEWER. 37. CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND/OR BUSINESSES IN WRITING 48 HOURS PRIOR TO ANY SHUT-OFF IN SERVICE. THE NOTICES MUST HAVE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND/OR BUSINESSES IN WRITING 48 HOURS PRIOR TO ANY SHUT-OFF IN SERVICE. THE NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON, AND EMERGENCY PHONE NUMBER FOR AFTER HOURS CALLS. ALL SHUT-OFF’S MUST BE S MUST BE APPROVED BY THE CITY’S INFRASTRUCTURE DEPARTMENT, AND CITY VALVES AND APPURTENANCES SHALL BE OPERATED BY CITY PERSONNEL, UNLESS S INFRASTRUCTURE DEPARTMENT, AND CITY VALVES AND APPURTENANCES SHALL BE OPERATED BY CITY PERSONNEL, UNLESS WRITTEN PERMISSION IS GIVEN OTHERWISE. 38. RIM ELEVATIONS OF MANHOLE SHOWN ON THE PLAN AND PROFILE SHEETS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. RIM ELEVATIONS OF MANHOLE SHOWN ON THE PLAN AND PROFILE SHEETS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE PIPELINE CONTRACTOR SHOULD ALLOW APPROXIMATELY THE TOP ONE (1) FOOT OF RIM ELEVATION TO BE ADJUSTED EITHER UP OR DOWN IN ORDER TO MATCH FINAL PAVEMENT ELEVATION. THE MAXIMUM ADJUSTMENT TO FINAL GRADE IS 12 INCHES WITH CONCRETE RINGS. 39. DURING CONSTRUCTION, CARE MUST BE TAKEN TO AVOID ANY GROUND WATER, STORM WATER, CONSTRUCTION DEBRIS, SOIL, OR ANY OTHER FOREIGN DURING CONSTRUCTION, CARE MUST BE TAKEN TO AVOID ANY GROUND WATER, STORM WATER, CONSTRUCTION DEBRIS, SOIL, OR ANY OTHER FOREIGN MATERIALS FROM ENTERING ANY ACTIVE CITY OF THORNTON SEWER. THE USE OF THE SANITARY SEWER SYSTEM FOR THE PURPOSES OF DEWATERING IS STRICTLY PROHIBITED. 40. ALL CONSTRUCTION ACTIVITIES DEWATERING MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR “STORMWATER DISCHARGES ALL CONSTRUCTION ACTIVITIES DEWATERING MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR “STORMWATER DISCHARGES STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.” FOR INFORMATION, PLEASE CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION. FOR INFORMATION, PLEASE CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION. 41. AFTER ANY OVERLAY OF AN EXISTING ROADWAY, WHERE CITY UTILITIES ARE PRESENT, THE DEVELOPER SHALL OPEN ALL MANHOLES AND VALVE BOXES AFTER ANY OVERLAY OF AN EXISTING ROADWAY, WHERE CITY UTILITIES ARE PRESENT, THE DEVELOPER SHALL OPEN ALL MANHOLES AND VALVE BOXES FOLLOWING THE PAVING OPERATION TO ENSURE THAT MANHOLE AND VALVES WERE NOT PAVED OVER NOR FILLED WITH ASPHALT. 42. WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY OF THORNTON'S CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREAS, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE DEVELOPMENT ENGINEERING MANAGER. 43. PAVING SHALL NOT START UNTIL A GEOTECHNICAL REPORT AND PAVEMENT DESIGN HAVE BEEN APPROVED BY THE CITY OF THORNTON'S DEVELOPMENT PAVING SHALL NOT START UNTIL A GEOTECHNICAL REPORT AND PAVEMENT DESIGN HAVE BEEN APPROVED BY THE CITY OF THORNTON'S DEVELOPMENT ENGINEERING DIVISION AND SUBGRADE COMPACTION TEST AND PROOF ROLL HAVE BEEN PERFORMED AND THE RESULTS HAVE MET WITH THE APPROVAL OF THE CITY OF THORNTON. THE PAVEMENT DESIGN REPORT MUST BE SUBMITTED THREE (3) WEEKS PRIOR TO THE ANTICIPATED DATE OF PAVING. 44. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 45. ALL CURB RETURNS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED WITH SIDEWALK RAMPS IN ACCORDANCE WITH THE CITY OF THORNTON ALL CURB RETURNS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED WITH SIDEWALK RAMPS IN ACCORDANCE WITH THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC AND PRIVATE IMPROVEMENTS. ALL SIDEWALK RAMPS SHALL INCLUDE A TRUNCATED DOME DETECTABLE WARNING PATTERN AS SHOWN ON THE DETAIL SHEETS. 46. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN PROPER TRAFFIC CONTROL DEVICES UNTIL THE SITE IS OPEN TO TRAFFIC. THE CONTRACTOR THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN PROPER TRAFFIC CONTROL DEVICES UNTIL THE SITE IS OPEN TO TRAFFIC. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF THORNTON FOR APPROVAL PRIOR TO CONSTRUCTION. 47. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR.
AutoCAD SHX Text
STORM DRAINAGE GENERAL NOTES
AutoCAD SHX Text
1. STORM DRAINAGE SHALL NOT ENTER ANY EXISTING IRRIGATION CHANNELS. THE DEVELOPER WILL BE RESPONSIBLE FOR BYPASSING THESE FACILITIES AS STORM DRAINAGE SHALL NOT ENTER ANY EXISTING IRRIGATION CHANNELS. THE DEVELOPER WILL BE RESPONSIBLE FOR BYPASSING THESE FACILITIES AS REQUIRED BY THE CITY AND THE APPROPRIATE DITCH COMPANY. 2. ALL OFF-SITE EASEMENTS REQUIRED TO CONVEY DEVELOPED DRAINAGE TO AN ACCEPTABLE OUTFALL LOCATION, AS DETERMINED BY THE CITY, SHALL ALL OFF-SITE EASEMENTS REQUIRED TO CONVEY DEVELOPED DRAINAGE TO AN ACCEPTABLE OUTFALL LOCATION, AS DETERMINED BY THE CITY, SHALL BE ACQUIRED AND RECORDED BY THE DEVELOPER PRIOR TO APPROVAL OF THE SUBDIVISION PLAT. THE RECEPTION NUMBER(S) FOR THESE EASEMENTS SHALL BE SHOWN ON THE PLAT. 3. INFRASTRUCTURE SHALL BE PROVIDED TO ALLOW ALL UPSTREAM PARCELS WHO HISTORICALLY CONVEY DRAINAGE THROUGH THE DEVELOPMENT. INFRASTRUCTURE SHALL BE PROVIDED TO ALLOW ALL UPSTREAM PARCELS WHO HISTORICALLY CONVEY DRAINAGE THROUGH THE DEVELOPMENT. 4. SEEPAGE ANALYSIS AND STRUCTURAL BANK INTEGRITY ANALYSIS FOR EACH EXISTING (IF IT IS UPSTREAM) AND EACH DRAINAGEWAY WITHIN THE SEEPAGE ANALYSIS AND STRUCTURAL BANK INTEGRITY ANALYSIS FOR EACH EXISTING (IF IT IS UPSTREAM) AND EACH DRAINAGEWAY WITHIN THE DEVELOPMENT SHALL BE SUBMITTED TO THE CITY WITH THE FIRST SUBDIVISION PLAT FOR THE PROPERTY. 5. A NOTE SHALL BE ADDED TO INDICATE HOW NUISANCE FLOWS WILL BE HANDLED THROUGH PARCELS DOWNSTREAM OF THE DEVELOPMENT AND IF ANY A NOTE SHALL BE ADDED TO INDICATE HOW NUISANCE FLOWS WILL BE HANDLED THROUGH PARCELS DOWNSTREAM OF THE DEVELOPMENT AND IF ANY EASEMENTS ARE ANTICIPATED TO BE ACQUIRED BY THE DEVELOPER. THIS MAY INCLUDE LETTERS OF ACKNOWLEDGMENT FROM THE DOWNSTREAM PROPERTY OWNER(S) BETWEEN THE PROPOSED DEVELOPMENT AND AN APPROVED DRAINAGEWAY. 6. THE IMPROVEMENTS SHALL CONFORM TO THE CURRENT DRAINAGE MASTER PLAN AT THE TIME OF DEVELOPMENT. IF THERE IS NOT A MASTER PLAN AT THE IMPROVEMENTS SHALL CONFORM TO THE CURRENT DRAINAGE MASTER PLAN AT THE TIME OF DEVELOPMENT. IF THERE IS NOT A MASTER PLAN AT THE TIME OF DEVELOPMENT, THE DEVELOPER WILL BE REQUIRED TO PREPARE A BASIN STUDY TO DETERMINE THE IMPACTS AND IDENTIFY MITIGATION MEASURE FOR THE PROPOSED PROJECT. APPROVAL IS REQUIRED FROM URBAN DRAINAGE AND FLOOD CONTROL DISTRICT (UDFCD) FOR THESE IMPROVEMENTS. STORM WATER QUALITY AND DETENTION ARE REQUIRED FOR ALL PORTIONS OF THE DEVELOPMENT INCLUDING THE ULTIMATE ROADWAY CONSTRUCTION. 7. CLOMR'S/LOMR'S WILL BE REQUIRED WITH THIS DEVELOPMENT FOR ANY ADJUSTMENTS TO THE FLOODPLAIN. CLOMR'S/LOMR'S WILL BE REQUIRED WITH THIS DEVELOPMENT FOR ANY ADJUSTMENTS TO THE FLOODPLAIN. 8. ALL WETLANDS AND BODIES OF WATER SHALL BE IDENTIFIED ON THE DRAINAGE PLAN. NO LOTS SHALL BE WITHIN A 50 FOOT RADIUS OF A DELINEATED ALL WETLANDS AND BODIES OF WATER SHALL BE IDENTIFIED ON THE DRAINAGE PLAN. NO LOTS SHALL BE WITHIN A 50 FOOT RADIUS OF A DELINEATED WETLANDS AND 75 FOOT RADIUS OF ANY BODY OF WATER. 9. DETENTION PONDS SHALL BE COMBINED WHEREVER POSSIBLE AND SHALL BE SIZED USING CUHP OR AN EQUIVALENT INFLOW HYDROGRAPH METHOD. DETENTION PONDS SHALL BE COMBINED WHEREVER POSSIBLE AND SHALL BE SIZED USING CUHP OR AN EQUIVALENT INFLOW HYDROGRAPH METHOD. 10. ACCESS SHALL BE PROVIDED TO ALL DRAINAGEWAYS AND DETENTION PONDS FOR MAINTENANCE.ACCESS SHALL BE PROVIDED TO ALL DRAINAGEWAYS AND DETENTION PONDS FOR MAINTENANCE.
AutoCAD SHX Text
GENERAL NOTES
PRELIMINARY DRAINAGE PLAN
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET No.
SHEET OF
PRELIMINARY
THIS DRAWING HAS NOT
BEEN APPROVED BY
GOVERNING AGENCIES AND
IS SUBJECT TO CHANGE
x-pp-bndy-Larkridge coordinate base
exma
EXPN
X-023-PP-ROADS Apartments
X-002-PP-Roads
X-002-PP-Storm
X-002-EX-Contours-East
131117_XBASE
Bull Canal Realignment
230-Conceptual Site Plan -NE
X-PP-Site
FRONT RANGE CROSSINGS NORTHEAST
June 29, 2017 3:12:48 PM
----
R:\13.672.001 (Waitt-Thornton)\Dwg\Construction Plans\Storm\230-Existing Drainage Map -NE.dwg
3 4 DR01
N/A
N/A
NOVEMBER 2016
MAM
FRD
MAM
----
EXISTING DRAINAGE MAP - NE
FRONT RANGE CROSSINGS
FRONT RANGE CROSSINGS
3
SCALE IN FEET
ORIGINAL SCALE
0 400200 200
AutoCAD SHX Text
5188
AutoCAD SHX Text
5184
AutoCAD SHX Text
5182
AutoCAD SHX Text
5180
AutoCAD SHX Text
5178
AutoCAD SHX Text
5176
AutoCAD SHX Text
5174
AutoCAD SHX Text
5172
AutoCAD SHX Text
5166
AutoCAD SHX Text
5168
AutoCAD SHX Text
5166
AutoCAD SHX Text
5170
AutoCAD SHX Text
5168
AutoCAD SHX Text
5166
AutoCAD SHX Text
5164
AutoCAD SHX Text
5162
AutoCAD SHX Text
5160
AutoCAD SHX Text
5158
AutoCAD SHX Text
5156
AutoCAD SHX Text
5154
AutoCAD SHX Text
5152
AutoCAD SHX Text
5150
AutoCAD SHX Text
5146
AutoCAD SHX Text
5146
AutoCAD SHX Text
5144
AutoCAD SHX Text
5142
AutoCAD SHX Text
5164
AutoCAD SHX Text
5162
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5158
AutoCAD SHX Text
5156
AutoCAD SHX Text
5154
AutoCAD SHX Text
5152
AutoCAD SHX Text
5150
AutoCAD SHX Text
5148
AutoCAD SHX Text
5146
AutoCAD SHX Text
5144
AutoCAD SHX Text
5174
AutoCAD SHX Text
5172
AutoCAD SHX Text
5170
AutoCAD SHX Text
5144
AutoCAD SHX Text
5146
AutoCAD SHX Text
5148
AutoCAD SHX Text
5150
AutoCAD SHX Text
5152
AutoCAD SHX Text
5154
AutoCAD SHX Text
5156
AutoCAD SHX Text
5158
AutoCAD SHX Text
5160
AutoCAD SHX Text
5162
AutoCAD SHX Text
5164
AutoCAD SHX Text
5140
AutoCAD SHX Text
5138
AutoCAD SHX Text
5136
AutoCAD SHX Text
5134
AutoCAD SHX Text
5132
AutoCAD SHX Text
5132
AutoCAD SHX Text
5134
AutoCAD SHX Text
5128
AutoCAD SHX Text
5126
AutoCAD SHX Text
5124
AutoCAD SHX Text
5122
AutoCAD SHX Text
5120
AutoCAD SHX Text
5118
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5165
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5175
AutoCAD SHX Text
5175
AutoCAD SHX Text
5175
AutoCAD SHX Text
5165
AutoCAD SHX Text
5175
AutoCAD SHX Text
5170
AutoCAD SHX Text
5165
AutoCAD SHX Text
5166.4
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.4
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.3
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.3
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.3
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.2
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.1
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.1
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5167.6
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5167.6
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5167.5
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5167.5
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5185
AutoCAD SHX Text
5175
AutoCAD SHX Text
5180
AutoCAD SHX Text
5185
AutoCAD SHX Text
5185
AutoCAD SHX Text
5175
AutoCAD SHX Text
5180
AutoCAD SHX Text
5165
AutoCAD SHX Text
5170
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5150
AutoCAD SHX Text
5155
AutoCAD SHX Text
5155
AutoCAD SHX Text
5160
AutoCAD SHX Text
5165
AutoCAD SHX Text
5175
AutoCAD SHX Text
5170
AutoCAD SHX Text
5180
AutoCAD SHX Text
5185
AutoCAD SHX Text
5175
AutoCAD SHX Text
5185
AutoCAD SHX Text
5180
AutoCAD SHX Text
5165
AutoCAD SHX Text
5170
AutoCAD SHX Text
5175
AutoCAD SHX Text
5180
AutoCAD SHX Text
5185
AutoCAD SHX Text
5165
AutoCAD SHX Text
5155
AutoCAD SHX Text
5160
AutoCAD SHX Text
5150
AutoCAD SHX Text
5155
AutoCAD SHX Text
5160
AutoCAD SHX Text
5165
AutoCAD SHX Text
5155
AutoCAD SHX Text
5155
AutoCAD SHX Text
5155
AutoCAD SHX Text
5150
AutoCAD SHX Text
5145
AutoCAD SHX Text
5140
AutoCAD SHX Text
5145
AutoCAD SHX Text
5145
AutoCAD SHX Text
5140
AutoCAD SHX Text
5150
AutoCAD SHX Text
5190
AutoCAD SHX Text
5195
AutoCAD SHX Text
5200
AutoCAD SHX Text
5205
AutoCAD SHX Text
5195
AutoCAD SHX Text
5200
AutoCAD SHX Text
5190
AutoCAD SHX Text
5190
AutoCAD SHX Text
5195
AutoCAD SHX Text
5190
AutoCAD SHX Text
5195
AutoCAD SHX Text
5190
AutoCAD SHX Text
160TH AVE
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Piles
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Piles
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Asphalt
AutoCAD SHX Text
Parking
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Pipes
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pool
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Pile
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
Tanks
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
Dirt Rd
AutoCAD SHX Text
EAST 164th PLACE
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
EAST 164th AVENUE
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
WASHINGTON STREET
AutoCAD SHX Text
Asphalt Rd
AutoCAD SHX Text
160TH AVE.
AutoCAD SHX Text
164TH AVE.
AutoCAD SHX Text
162ND AVE.
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"
AutoCAD SHX Text
24"STS
AutoCAD SHX Text
30"STS
AutoCAD SHX Text
30"STS
AutoCAD SHX Text
24"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
24"STS
AutoCAD SHX Text
4"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
10"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
24"STS
AutoCAD SHX Text
36"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
TRACT C REHFELD SUBDIVISION WILBUR REHFELD DONELDA REHFELD ZONED: A-3
AutoCAD SHX Text
TRACT B REHFELD SUBDIVISION KEITH REHFELD ZONED: A-2
AutoCAD SHX Text
TRACT A REHFELD SUBDIVISION KEITH REHFELD ZONED: A-2
AutoCAD SHX Text
KIRK AND DEE GOODNOW 16150 HIGHWAY 7 ZONED: A-3
AutoCAD SHX Text
NORTH CREEK FARMS SUBDIVISION FILING NO. 1 ZONED: RESIDENTIAL
AutoCAD SHX Text
SUBDIVISION FILING NO. 1
AutoCAD SHX Text
LARKRIDGE
AutoCAD SHX Text
RETAIL CENTER
AutoCAD SHX Text
BULL CANAL
AutoCAD SHX Text
EXISTING BOX CULVERT
AutoCAD SHX Text
TO 45 AC-FT REGIONAL DETENTION POND APPROXIMATELY 1900 LF OF 72" RCP
AutoCAD SHX Text
NORTH CREEK FARMS
AutoCAD SHX Text
REC. NO. C0659402
AutoCAD SHX Text
FILE 18, MAP 200
AutoCAD SHX Text
AC.
AutoCAD SHX Text
NE
AutoCAD SHX Text
14.66
AutoCAD SHX Text
10%
AutoCAD SHX Text
AC.
AutoCAD SHX Text
SE
AutoCAD SHX Text
106.41
AutoCAD SHX Text
19.3%
AutoCAD SHX Text
AC.
AutoCAD SHX Text
SW
AutoCAD SHX Text
50.39
AutoCAD SHX Text
17.1%
AutoCAD SHX Text
NOT IN THE CITY OF THORNTON
AutoCAD SHX Text
NOT IN THE CITY OF THORNTON
AutoCAD SHX Text
NOT IN THE CITY OF THORNTON
AutoCAD SHX Text
WASHINGTON ST
AutoCAD SHX Text
AC.
AutoCAD SHX Text
NW
AutoCAD SHX Text
27.06
AutoCAD SHX Text
10%
AutoCAD SHX Text
CITY OF THORNTON, COLORADO
AutoCAD SHX Text
SHEET 3 OF 4
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
PROPOSED STORM SEWER (SIZES VARY) EXISTING STORM SEWER (SIZES VARY) FLOW DIRECTION BASIN BOUNDARY DETENTION POND DEVELOPMENT BORDER
PRELIMINARY DRAINAGE PLAN
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET No.
SHEET OF
PRELIMINARY
THIS DRAWING HAS NOT
BEEN APPROVED BY
GOVERNING AGENCIES AND
IS SUBJECT TO CHANGE
x-pp-bndy-Larkridge coordinate base
exma
X-PP-SITE-NE
EXPN
X-023-PP-ROADS Apartments
X-PP-Drainage
X-PP-Grading
X-002-PP-Roads
X-002-PP-Storm
X-002-EX-Contours-East
131117_XBASE
Bull Canal Realignment
230-Conceptual Site Plan -NE
FRONT RANGE CROSSINGS NORTHEAST
June 29, 2017 3:13:32 PM
----
R:\13.672.001 (Waitt-Thornton)\Dwg\Construction Plans\Storm\230-Proposed Drainage Map -NE.dwg
4 7 DR01
N/A
N/A
NOVEMBER 2016
MAM
FRD
MAM
----
PROPOSED DRAINAGE MAP - NE
FRONT RANGE CROSSINGS
FRONT RANGE CROSSINGS
4
SCALE IN FEET
ORIGINAL SCALE
0 400200 200
AutoCAD SHX Text
5188
AutoCAD SHX Text
5184
AutoCAD SHX Text
5182
AutoCAD SHX Text
5180
AutoCAD SHX Text
5178
AutoCAD SHX Text
5176
AutoCAD SHX Text
5174
AutoCAD SHX Text
5172
AutoCAD SHX Text
5166
AutoCAD SHX Text
5168
AutoCAD SHX Text
5166
AutoCAD SHX Text
5170
AutoCAD SHX Text
5168
AutoCAD SHX Text
5166
AutoCAD SHX Text
5164
AutoCAD SHX Text
5162
AutoCAD SHX Text
5160
AutoCAD SHX Text
5158
AutoCAD SHX Text
5156
AutoCAD SHX Text
5154
AutoCAD SHX Text
5152
AutoCAD SHX Text
5150
AutoCAD SHX Text
5146
AutoCAD SHX Text
5146
AutoCAD SHX Text
5144
AutoCAD SHX Text
5142
AutoCAD SHX Text
5164
AutoCAD SHX Text
5162
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5158
AutoCAD SHX Text
5156
AutoCAD SHX Text
5154
AutoCAD SHX Text
5152
AutoCAD SHX Text
5150
AutoCAD SHX Text
5148
AutoCAD SHX Text
5146
AutoCAD SHX Text
5144
AutoCAD SHX Text
5174
AutoCAD SHX Text
5172
AutoCAD SHX Text
5170
AutoCAD SHX Text
5144
AutoCAD SHX Text
5146
AutoCAD SHX Text
5148
AutoCAD SHX Text
5150
AutoCAD SHX Text
5152
AutoCAD SHX Text
5154
AutoCAD SHX Text
5156
AutoCAD SHX Text
5158
AutoCAD SHX Text
5160
AutoCAD SHX Text
5162
AutoCAD SHX Text
5164
AutoCAD SHX Text
5140
AutoCAD SHX Text
5138
AutoCAD SHX Text
5136
AutoCAD SHX Text
5134
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5165
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5175
AutoCAD SHX Text
5175
AutoCAD SHX Text
5175
AutoCAD SHX Text
5165
AutoCAD SHX Text
5175
AutoCAD SHX Text
5170
AutoCAD SHX Text
5165
AutoCAD SHX Text
5166.4
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.4
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.3
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.3
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.3
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.2
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.1
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5166.1
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5167.6
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5167.6
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5167.5
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5167.5
AutoCAD SHX Text
WATER ELEV.
AutoCAD SHX Text
5185
AutoCAD SHX Text
5175
AutoCAD SHX Text
5180
AutoCAD SHX Text
5185
AutoCAD SHX Text
5185
AutoCAD SHX Text
5175
AutoCAD SHX Text
5180
AutoCAD SHX Text
5165
AutoCAD SHX Text
5170
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5150
AutoCAD SHX Text
5155
AutoCAD SHX Text
5155
AutoCAD SHX Text
5160
AutoCAD SHX Text
5165
AutoCAD SHX Text
5175
AutoCAD SHX Text
5170
AutoCAD SHX Text
5180
AutoCAD SHX Text
5185
AutoCAD SHX Text
5175
AutoCAD SHX Text
5185
AutoCAD SHX Text
5180
AutoCAD SHX Text
5165
AutoCAD SHX Text
5170
AutoCAD SHX Text
5175
AutoCAD SHX Text
5180
AutoCAD SHX Text
5185
AutoCAD SHX Text
5165
AutoCAD SHX Text
5155
AutoCAD SHX Text
5160
AutoCAD SHX Text
5150
AutoCAD SHX Text
5155
AutoCAD SHX Text
5160
AutoCAD SHX Text
5165
AutoCAD SHX Text
5155
AutoCAD SHX Text
5155
AutoCAD SHX Text
5155
AutoCAD SHX Text
5150
AutoCAD SHX Text
5145
AutoCAD SHX Text
5140
AutoCAD SHX Text
5145
AutoCAD SHX Text
5145
AutoCAD SHX Text
5190
AutoCAD SHX Text
5195
AutoCAD SHX Text
5200
AutoCAD SHX Text
5205
AutoCAD SHX Text
5195
AutoCAD SHX Text
5200
AutoCAD SHX Text
5190
AutoCAD SHX Text
5190
AutoCAD SHX Text
5195
AutoCAD SHX Text
5190
AutoCAD SHX Text
5195
AutoCAD SHX Text
5190
AutoCAD SHX Text
162nd AVE
AutoCAD SHX Text
160TH AVE
AutoCAD SHX Text
162nd AVE
AutoCAD SHX Text
161st AVE
AutoCAD SHX Text
WASHINGTON ST
AutoCAD SHX Text
5170
AutoCAD SHX Text
5175
AutoCAD SHX Text
5180
AutoCAD SHX Text
5185
AutoCAD SHX Text
5190
AutoCAD SHX Text
5195
AutoCAD SHX Text
5190
AutoCAD SHX Text
5195
AutoCAD SHX Text
5185
AutoCAD SHX Text
5185
AutoCAD SHX Text
5180
AutoCAD SHX Text
5180
AutoCAD SHX Text
5175
AutoCAD SHX Text
5175
AutoCAD SHX Text
5175
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5170
AutoCAD SHX Text
5165
AutoCAD SHX Text
5165
AutoCAD SHX Text
5165
AutoCAD SHX Text
5165
AutoCAD SHX Text
5165
AutoCAD SHX Text
5165
AutoCAD SHX Text
5165
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5160
AutoCAD SHX Text
5155
AutoCAD SHX Text
5150
AutoCAD SHX Text
5155
AutoCAD SHX Text
5150
AutoCAD SHX Text
5175
AutoCAD SHX Text
5165
AutoCAD SHX Text
5165
AutoCAD SHX Text
5160
AutoCAD SHX Text
5155
AutoCAD SHX Text
5160
AutoCAD SHX Text
160TH AVE.
AutoCAD SHX Text
164TH AVE.
AutoCAD SHX Text
162ND AVE.
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
18"
AutoCAD SHX Text
24"STS
AutoCAD SHX Text
30"STS
AutoCAD SHX Text
30"STS
AutoCAD SHX Text
24"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
24"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
8"STS
AutoCAD SHX Text
10"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
24"STS
AutoCAD SHX Text
36"STS
AutoCAD SHX Text
18"STS
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
TRACT C REHFELD SUBDIVISION WILBUR REHFELD DONELDA REHFELD ZONED: A-3
AutoCAD SHX Text
TRACT B REHFELD SUBDIVISION KEITH REHFELD ZONED: A-2
AutoCAD SHX Text
TRACT A REHFELD SUBDIVISION KEITH REHFELD ZONED: A-2
AutoCAD SHX Text
KIRK AND DEE GOODNOW 16150 HIGHWAY 7 ZONED: A-3
AutoCAD SHX Text
NORTH CREEK FARMS SUBDIVISION FILING NO. 1 ZONED: RESIDENTIAL
AutoCAD SHX Text
SUBDIVISION FILING NO. 1
AutoCAD SHX Text
LARKRIDGE
AutoCAD SHX Text
RETAIL CENTER
AutoCAD SHX Text
POND N
AutoCAD SHX Text
BULL CANAL
AutoCAD SHX Text
EXISTING BOX CULVERT
AutoCAD SHX Text
TO 45 AC-FT REGIONAL DETENTION POND APPROXIMATELY 1900 LF OF 72" RCP
AutoCAD SHX Text
REC. NO. C0659402
AutoCAD SHX Text
FILE 18, MAP 200
AutoCAD SHX Text
AC.
AutoCAD SHX Text
N
AutoCAD SHX Text
40.4
AutoCAD SHX Text
75%
AutoCAD SHX Text
POND SE
AutoCAD SHX Text
AC.
AutoCAD SHX Text
SE
AutoCAD SHX Text
9.9
AutoCAD SHX Text
75%
AutoCAD SHX Text
AC.
AutoCAD SHX Text
SW
AutoCAD SHX Text
68.05
AutoCAD SHX Text
75%
AutoCAD SHX Text
NOT IN THE CITY OF THORNTON
AutoCAD SHX Text
NOT IN THE CITY OF THORNTON
AutoCAD SHX Text
NOT IN THE CITY OF THORNTON
AutoCAD SHX Text
CITY OF THORNTON, COLORADO
AutoCAD SHX Text
SHEET 4 OF 4
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
PROPOSED STORM SEWER (SIZES VARY) EXISTING STORM SEWER (SIZES VARY) FLOW DIRECTION BASIN BOUNDARY DETENTION POND DEVELOPMENT BORDER
