FINAL CONSTRUCTION PLANS FOR

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FINAL CONSTRUCTION PLANS FOR COUNTRY HILLS OFFICE CAMPUS LOT 3A A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 30, CITY OF THORNTON, COUNTY OF ADAMS, STATE OF COLORADO S.

1 FINAL CONSTRUCTION PLANS FOR COUNTRY HILLS OFFICE CAMPUS LOT 3A A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 30, CITY OF THORNTON, COUNTY OF ADAMS, STATE OF COLORADO S. REERE PARKWAY, SUITE CENTENNIAL, CO 0 () 22-4 CASCO 0 WATSON ROAD ST. LOUIS, MO 32 (34) 2-42 CEI TRI WEST PLAZA 3030 LBJ FREEWAY, SUITE 00 DALLAS, TX (2) 4-33 PUBLIC SERICE COMPANY OF COLORADO WEST 0TH AENUE ARADA, COLORADO 0003 (303) COLORADO BLD. SITE UTILITY NOTIFICATION CENTER OF COLORADO SOUTH YOUNGFIELD STREET, SUTIE 30 GOLDEN, COLORADO 0 (00) 22- CENTURYLINK 0 CALIFORNIA ST. #0 DENER, CO 03 (303) S. Revere Parkway, Suite Centennial, Colorado 0 P:-22-4 E. 2th AENUE SCALE: " = 300' C.0 COER SHEET C. NERAL NOTES C2.0 SITE PLAN C3.0 HORIZONTAL CONTROL PLAN C4.0 EROSION CONTROL PLAN C4. EROSION CONTROL DETAILS C.0 GRADING PLAN C.0 OERALL UTILITY PLAN C.0 SITE DETAILS C. SITE DETAILS Phoenix, Arizona 0 N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C.0-Title Sheet.dwg A PARCEL OF LAND BEING A PART OF LOTS 4, AND, COUNTRY HILLS OFFICE CAMPUS AS RECORDED AT RECEPTION NUMBER CO3 OF THE RECORDS OF THE ADAMS COUNTY CLERK AND RECORDER, BEING A PART OF THE SOUTHWEST /4 OF SECTION 30, TOWNSHIP SOUTH, RAN WEST OF THE TH P.M., CITY OF THORNTON, COUNTY OF ADAMS, STATE OF COLORADO DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 30 AND CONSIDERING THE SOUTH LINE OF SAID SOUTHWEST /4 OF SECTION 30 TO BEAR N 4'"E, WITH ALL BEARINGS SHOWN HEREON RELATIE THERETO; THENCE N 4'"E ALONG THE SOUTH LINE OF SAID SOUTHWEST /4, A DISTANCE OF FEET; THENCE N00 33'0"W, A DISTANCE OF.04 FEET TO THE SOUTH LINE OF SAID LOT AND THE TRUE POINT OF BEGINNING; THENCE N 4'3'E ALONG THE SOUTH LINE OF SAID LOT AND SAID LINE EXTENDED EASTERLY, A DISTANCE OF 22.2 FEET; THENCE N00 4'"W, A DISTANCE OF 4.0 FEET; THENCE N3 0'03"E, A DISTANCE OF 4.4 FEET; THENCE N 30'"E, A DISTANCE OF.' FEET; THENCE N00 4'0"W, A DISTANCE OF. FEET; THENCE S '4"W. A DISTANCE OF 2. FEET; THENCE S00 33'0"E, A DISTANCE OF 33.3 FEET TO THE TRUE POINT OF BEGINNING. THE DESCRIBED PARCEL CONTAINS 0,0 SQUARE FEET OR 2.0 ACRES, MORE OR LESS. THE BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP SOUTH, RAN WEST OF THE TH PRINCIPAL MERIDIAN, ASSUMED TO BEAR NORTH 4 '" EAST ADAMS COUNTY CONTROL POINT "EAST LAKE", A STANDARD 3 /4" DIA. ADAMS COUNTY BRASS CAP SUREY MARK SET IN A CONCRETE POST LOCATED ON THE EASTERLY SIDE OF RAILROAD TRACKS SOUTHEAST OF THE INTERSECTION OF E. TH AE. AND YORK STREET. ELEATION = 22.2 US SUREY FEET NAD. WORK SHALL BE CONSTRUCTED TO THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS. THIS APPROAL IS FOR CONFORMANCE WITH THESE STANDARDS AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE PROFESSIONAL. I HEREBY AFFIRM THAT THESE CONSTRUCTION PLANS WERE PREPARED BY ME (OR UNDER MY DIRECT SUPERISION) FOR THE OWNERS THEREOF IN ACCORDANCE WITH THE PROISIONS OF THE CITY OF THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROEMENTS. I UNDERSTAND THAT IT IS THE POLICY OF THE CITY OF THORNTON THAT THE CITY DOES NOT AND WILL NOT ASSUME LIABILITY FOR FACILITIES DESIGNED BY OTHERS. FOR AND ON BEHALF OF. PE 3224 SITE ADDRESS: 4 E. 2TH AENUE COER SHEET C.0

3 S ' 4.3 "W 2. ' MAINTENANCE PL 0.' PL S ' 4" W 2.' GROUND BY OTHERS FENCE 4:.' % MIN FF= 3.00.' FENCE " GROUND LAR 2' TENNIS GROUND AREA 23,00 SFT BASKETBALL MIDSIZE ' ' ' 0 0 SCALE: " = ' KEYSTONE OR APPROED EQUAL, 2' HIGH NTS 24" WIDE CONCRETE NTS S 00 33' 0" E 33.' 2,3 sft ' ' ' ' 3' 4 ' N 30' " E.' 24' N 00 4' 0" W.3' SMALL CONSTRUCT ' CONCRETE SIDEWALK 24" HIGH RETAINING WALL SMALL ' EXCLUSIE WATER INSTALL HANDICAP PARKING SIGN 2 CONSTRUCT HANDICAP RAMP 3 PAINT HANDICAP PARKING SYMBOL 4 PAINT PARKING STALL STRIPE CONSTRUCT " ERTICAL CONCRETE CURB WITH CATCH GUTTER CONSTRUCT " ERTICAL CONCRETE CURB WITH SPILL GUTTER STOP SIGN CONSTRUCT ' WIDE CONCRETE SIDEWALK CONSTRUCT ' WIDE COLORED & PATTERNED CONCRETE CROSSWALK NOT USED 2 CONSTRUCT 24" CONCRETE PERIMETER FENCE, SEE LANDSCAPE PLANS INSTALL LIGHT STANDARD 4 PATTERNED CONCRETE PER ARCHITECTURAL PLANS CONSTRUCT 4.' WIDE CONCRETE WALK TRASH ENCLOSURE, SEE ELEATIONS FOR MORE INFORMATION CONSTRUCT DRY STACK MODULAR BLOCK INSTALL PERIMETER FENCING, SEE ARCHITECTURAL PLANS FOR DETAILS TRAFFIC SPEED CONTROL DEICE SPEED HUMP BY GNR TECHNOLOGY P: CONCRETE CATCH CURB CONCRETE SPILL CURB CONCRETE SIDEWALK SITE LIGHTING SIGNA FENCE PROPERTY LINE CURB / ED PAEMENT CONCRETE SIDEWALK LIGHT POLE HANDICAP RAMP SIGNA S. Revere Parkway, Suite Centennial, Colorado 0 P:-22-4 Phoenix, Arizona ' UTILITY ' ' 2 STREET LIGHT BY OTHERS 0' EXCLUSIE A ' EXCLUSIE WATER 4 4 ' SIDEWALK BY OTHERS ' 24' ' 2' 0 0 3' N 00 4' " W 4.' N 3 0' 03" E 4.4' EXCLUSIE A SITE PLAN N 4' 3" E 22.2' N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C2.0-Site Plan.dwg EAST 2th AENUE COLORADO P.E C2.0

4 S ' 4" W 2.' S ' 4.3 "W 2. N 00 4' 0" W.3' L L L L L L 2,3 sft L22 N 4' 3" E 22.2' L L L L L L L24 L2 L23 L2 L2 EAST 2th AENUE EAST 2TH AENUE C4 C 2.0'.0'.'.0'.0' 24.0'.0' 2.0'.0'.0'.0' 3.2'.0'.0' 3.4'.0'.0' 2.0' C L0 C C C 2.0' 24.0' N 30' " E.' L4 L2 C3 L2 L3 N 3 0' 03" E 4.4' C2 C L C0 L4 L C N 00 4' " W 4.' C C C2 C C 2.3' C4 2.'.0'.0' 22.'.' C C S 00 33' 0" E 33.'.'.'.' 4.' 2.0'.' 2.0'.' 2.3'.'.'.' 2.0' 2.0' Phoenix, Arizona 0 S. Revere Parkway, Suite Centennial, Colorado 0 P: SCALE: " = ' L L2 L3 L4 L L L L L L0 L L2 L L4 L L L L L L L2 L22 L23 L24 L2 L2 C C2 C3 C4 C C C C C C0 C C2 C C4 C C C C C 4" WHITE PAINT STRIPES FACE OF CURB HORIZONTAL CONTROL PLAN '-0" (TYP.) '-" DIAM. CONC. BASE '-0" (TYP.) LANDSCAPING OR SIDEWALK STANDARD PARKING HANDICAP SYMBOL HANDICAP SIGNA DETAIL CONCRETE CATCH CURB CONCRETE SPILL CURB CONCRETE SIDEWALK SITE LIGHTING SIGNA FENCE PROPERTY LINE CURB / ED PAEMENT CONCRETE SIDEWALK LIGHT POLE HANDICAP RAMP SIGNA COLORADO P.E C3.0 N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C3.0-Horizontal Control Plan.dwg

5 S '4.3"W 2. x x x x x x x x x x x 2,3 sft N 00 4' " W 4.' N 00 4' 0" W.' S 00 33' 0" E 33.3' > > > > > > > > > N 30' " E.' N 3 0' 03" E 4.4' S ' 4" W 2.' 23 FF = N 4' 3" E 22.2' EAST 2th AENUE RETAINING WALL 24" HDPE 30" HDPE 24" HDPE AREA INLET AREA INLET AREA INLET AREA INLET AREA INLET CURB INLET AREA INLET AREA INLET x x x x x x x x x x > > > > > > > > x x x x MAJOR CONTOUR MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR DIERSION DITCH EROSION CONTROL BLANKET INLET PROTECTION SOIL STOCKPILE AREA STABILIZED STAGING AREA EHICLE TRACKING CONTROL CONCRETE WASHOUT AREA SILT FENCE CONSTRUCTION FENCE SEEDING AND MULCHING SURFACE ROUGHENING LIMITS OF CONSTRUCTION STANDARD SEDIMENT BASIN CHECK DAM PROPERTY LINE LEND > S. Revere Parkway, Suite Centennial, Colorado 0 P:-22-4 x x EROSION CONTROL PLAN Phoenix, Arizona SCALE: " = '. WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND SPECIFICATIONS. THIS APPROAL IS FOR CONFORMANCE TO THESE STANDARDS AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE ENGINEERING DESIGN AND CONCEPT REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER. 2. ANY BMPS SHOWN THAT REQUIRE GRADING, E.G. SEDIMENT BASINS, SEDIMENT TRAPS, CONCRETE WASH OUT AREAS, ETC, SHALL NOT BE PLACED UNTIL AFTER THE PRE-CONSTRUCTION MEETING. IN ADDITION, THE SEDIMENT BASIN (OR OTHER BMP) SHALL NOT BE INSTALLED UNTIL AFTER THE SC PRE-CONSTRUCTION MEETING AND ISSUANCE OF THE SC PERMIT BUT MUST BE FULLY FUNCTIONAL PRIOR TO ANY LAR SCALE GRADING. THE INITIAL PLAN ILLUSTRATES CONDITIONS NO INFRA IS SHOWN. 3. DURING HAULING OPERATIONS, SWEEPING SHALL OCCUR THROUGHOUT THE DAY AND AT THE END OF EACH DAY. COLORADO P.E C N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C4.0-Erosion Control Plan.dwg

6 2" 2'0" MIN. '-Min. 2" 'X' MIN. '-Min. 2" SCL 3 ' 3 3 2" MIN. ' MAXIMUM 0 2" MINIMUM SCL A B B A EROSION CONTROL DETAILS Phoenix, Arizona 0 S. Revere Parkway, Suite Centennial, Colorado 0 P:-22-4 C4. N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C4.-Erosion Control Details.dwg

7 S '4.3"W 2. 0.%.% 2,3 sft N 00 4' " W 4.' N 00 4' 0" W.'.4%.2%.3% 2.4%.% S 00 33' 0" E 33.3' 2.4%.% 2.% 2.%.% 4.0% ' 3' ' ' ' ' 24' ' 23 24' ' S ' 4" W 2.' TENNIS BASKETBALL N 30' " E.' N 3 0' 03" E 4.4' 23 EAST 2th AENUE RETAINING WALL 2' HP HP HP FF = " HDPE 30" HDPE 24" HDPE.2%.2% 2.% 2.% 3.0% 3.% 2.% 2.% N 4' 3" E 22.2' BOW:3.00 BOW:3.00 BOW: BOW:3.00 LAR MIDSIZE BOW: % 0.% 0.% 2.% Phoenix, Arizona 0 S. Revere Parkway, Suite Centennial, Colorado 0 P:-22-4.% 2.4% 2.4% HC RAMP HC RAMP BOW:32..%.% HC RAMP HC RAMP SCALE: " = ' STORM A PIPE STORM A PIPE PROPERTY LINE RIGHT OF WAY LINE MAJOR CONTOURS MAJOR CONTOURS SPILL CURB CATCH CURB ELEATION SPOT ELEATION COLORADO P.E XX.XX (XX.XX) GRADING PLAN C.0. OERLOT GRADING SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IDENTIFIED IN THE APPROED SOILS AND FOUNDATION INESTIGATION PREPARED FOR THIS SITE. 2. CONTOURS SHOWN ARE FOR FINISHED PAING, SIDEWALK SLAB OR GROUND. ADJUSTMENTS TO SUBGRADE OR OER EXCAATION WITHIN THE RECOMMENDATIONS IDENTIFIED IN THE APPROED SOILS REPORT ARE THE CONTRACTORS RESPONSIBILITY. 3. IF DURING THE OERLOT GRADING PROCESS CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE AN UNIDENTIFIED SITUATION IS PRESENT, THE SOILS ENGINEER SHALL BE CONTACTED FOR RECOMMENDATIONS. 4. LOCATIONS OF UNDERGROUND UTILITIES ARE BASED ON THE INFORMATION PROIDED FROM DRAWINGS AND FIELD LOCATIONS. LOCATIONS SHALL BE ERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION.. SPOT ELEATIONS SHALL TAKE PRECEDENCE OER CONTOURS AND SLOPES SHOWN. SPOT ELEATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEATIONS OF CURB AND GUTTER, AND UTILITIES.. SPOT ELEATIONS REPRESENT OW LINE OF CURB OR FINISHED GRADE UNLESS OTHERWISE NOTED.. CONTOURS SHOWN AS REPRESENT FINISHED SURFACE.. CONTRACTOR SHALL ERIFY ALL ASPHALT AND PAING SECTIONS WITH OTECHNICAL ENGINEER OF RECORD PRIOR TO SUBGRADE PREPARATION AND PLACEMENT.. FOR LIMITS OF OER EXCAATION, REFER TO OTECHNICAL REPORT. 23 N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C.0-Grading Plan.dwg

8 S ' 4.3"W 2. N 00 4' 0" W.3' 2-LF " S ' 4" W 2.' -LF 0" SDIN-02 G.E.:. I.E.: 22.4 (IN) I.E.: 22.4 (OUT) SDIN-0 G.E.:.0 I.E.: 23.0 SDIN-04 G.E.:.0 I.E.: (IN) I.E.: (OUT) SDIN-03 G.E.:. I.E.: 22.2 (IN) I.E.: (OUT) 4-LF 2" MID. SIZE 0 LAR TENNIS BASKETBALL -LF 2" SDST-0 R.E.:.4 I.E.: (IN) I.E.: 22.0 (OUT) " WATER SDIN-0 G.E.:.3 I.E.: 230. (IN) I.E.: 22. (OUT) SDST-0 R.E.:.4 I.E.: 22.3 (W) I.E.: 22.3 (S) I.E.: 22.3 (E) SDST-04 R.E.:.3 I.E.: 22.4 (E) I.E.: 22.4 (W) I.E.: (S) G.E:.3 G.E:.3 04-LF 0" SDIN-0 G.E.:.2 I.E.: 22.3 (IN) I.E.: 22. (OUT) 32-LF " SDIN-0 G.E.:.3 I.E.: LF " 0-LF 0" 0-LF 2" 0.% -LF 2" 0 0 SCALE: " = ' S. Revere Parkway, Suite Centennial, Colorado 0 P:-22-4 EX. SSMH-0 IN OUT = 22.2 (FIELD ERIFY) SANITARY CLEAN OUT W/ TRAFFIC RATED CAP G.E:.3 G.E:.3 SDST-0 R.E.:.0 I.E.: 23.3 S 00 33' 0" E 33.' 4-LF 0" 24" HDPE " SANITARY SERICE SEE PLUMBING PLANS FOR CONTINUATION SANITARY CLEAN OUT I.E.: ' " PC I.E.: GAL. GREASE INTERCEPTOR, SEE PLUMBING PLANS I.E.: 22..' " PC CONNECT TO " PC TIE IN ELE.: 224. (FIELD ERIFY) WYE I.E.: " SANITARY % 0' EXCLUSIE A 2,3 sft FF=23.00 ' EXCLUSIE WATER -LF " 0.% 2" DOMESTIC WATER METER PIT SDST-02 R.E.:.0 I.E.: 22.3 (IN) I.E.: 22. (OUT) 2-LF " 0.% SDST-0 4' DIA. MANHOLE R.E.:.3 I.E.: (IN) I.E.: 22.4 (OUT) 2-LF " 0.% CONNECT TO 4' STORM M.H. I.E.(E): 22.0 (EX., F..) I.E.(S): 22.4 I.E.(W): 22.0 (EX., F..) I.E.(N): 22.0 SDIN-0 TYPE R, ' TRANSFORMER PAD G.E.: 23. I.E.: 22. BOP STORM: 22. TOP SS: 223. DELTA:.' SDST-03 R.E.:. I.E.: 22.0 (IN) I.E.: 22.0 (OUT) EX. SSMH-0 IN IN = 222. (FIELD ERIFY) -LF " W.M. N 00 4' " W 4.' 0 " WATER " DIP FIRE LINE SEE PLUMBING PLANS FOR CONTINUATION N 3 0' 03" E 4.4' 2 N 30' " E.' 24" ADCP " SANITARY SEWER ' EXCLUSIE WATER ' EXCLUSIE A 30" HDPE WET TAP 2" DOMESTIC WATER SERICE 2 WET TAP " DIP FIRE SERICE LINE 3 INSTALL " PC SANITARY SEWER SERICE 4 TAP " SANITARY SEWER SERICE TO " MAIN INSTALL NYLOPLAST BASIN WITH SOLID COER, 24CGC OR EQUIALENT INSTALL NYLOPLAST BASIN WITH LIGHT DUTY 24" PEDESTRIAN GRATE TYPE B, 24CGP " PC CONNECT TO " ROOF, SEE PLUMBING PLANS CONNECT TO DOOR, SEE PLUMBING PLANS INSTALL " WIDE, 0' LONG DURA SLOPE CHANNEL TYPE DS-00 WITH DS-0 GRATE OR APPROED EQUAL. 0 INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE WITH CITY OF THORNTON STANDARDS & SPECIFICATIONS.. CONTRACTOR IS RESPONSIBLE TO ERIFY CONNECTIONS OF SITE UTILITIES WITH BLDG UTILITIES. REFER TO ARCHITECTURAL MEP PLANS FOR EXACT LOCATION OF UTILITY TIE-INS. 2. ROOF S ARE TO BE CONNECTED TO THE STORM SURROUNDING THE. SEE ARCHITECTURAL PLANS FOR ROOF LEADER LOCATIONS. 3. LOCATIONS OF UNDERGROUND UTILITIES ARE BASED ON THE INFORMATION PROIDED FROM DRAWINGS AND FIELD LOCATIONS. LOCATIONS SHALL BE ERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. Phoenix, Arizona 0 OERALL UTILITY PLAN N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C.0-Overall Utility Plan.dwg N 4' 3" E 22.2' EAST 2th AENUE COLORADO P.E C.0

$N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C.$ dwg ONSITE CURB DETAILS ONSITE HANDICAP RAMP COLORADO

9 N:\ Projects\-00 CLA Thornton\Dwg\3 Final\C.0-Site Details.dwg ONSITE CURB DETAILS ONSITE HANDICAP RAMP COLORADO P.E C. SITE DETAILS Phoenix, Arizona 0 S. Revere Parkway, Suite Centennial, Colorado 0 P:-22-4

PLANS FOR THE CONSTRUCTION OF A NEW COMMERCIAL BUILDING FOR: & MONTGOMERY ROAD, SYCAMORE TOWNSHIP, HAMILTON COUNTY, OHIO ZONED "E"

GENERAL NOTES: PLANS FOR THE CONSTRUCTION OF A NEW COMMERCIAL BUILDING FOR: 1086 & 10875 MONTGOMERY ROAD, SYCAMORE TOWNSHIP, HAMILTON COUNTY, OHIO LOCATION MAP 17 1.00 Acres PROPOSED SITE 12 OWNER / APPLICANT: