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COLORADO TECHNOLOGICAL CENTER <br />FILING NO.3 <br />FINAL PLANNED UNIT DEVELOPMENT - <br />AMENDMENT NO.1 <br />LOCATED IN THE SOUTHEAST QUARTER OF <br />SECTION 16, T1S, R69W OF THE 6TH P.M., <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, <br />STATE OF COLORADO <br />SITE PLAN NOTES: <br />O EXISTING TRENCH DRAIN LAID OVER HDPE STORMSEWER,REMOVE TRENCH DRAIN &VERIFY STORM <br />SEWER LOCATION & DEPTH. PROVIDE VERIFIED SEWER LOCATION TO ARCHITECT PRIOR TO DRIWNG <br />CAISSONS FOR COLUMNIFOUNDATION SUPPORT. CAP ALL OUTLET DROPS TO EXISTING STORM <br />SEWER FROM DEMOLISHED TRENCH DRAIN WI GLUED CAP ON STUB WITHIN 0 OF MAIN SEWER. <br />A. PROVIDE ALTERNATE BID PRICE TO REPLACE 118' OF 18' 0 WI STORM SEWER W/ DUCTILE IRON PIPE <br />CLASS 52,18" O WI (2) 60° 0 STORM MANHOLES, AT EXISTING DEPTH & GRADE. USE CITY OF <br />LOUISVILLE, CO STANDARD MANHOLES. <br />REPLACE PAVEMENT IN -KIND AS EXIST, TYPE & THICKNESS. <br />PROVIDE 50' OF TRENCH DRAIN, ZURN MODEL Z882 PERMATRENCH SYSTEM W/ END OUTLET. INSTALL <br />PER MFR RECOMMENDED PROCEDURES. <br />PROVIDE DRAIN TILE TO MATCH EXISTING AND TO ATTACH TO E)OSTING. <br />GENERAL SITE WORK NOTES: <br />1. COMPLY WITH LOCAL REGULATIONS & CODES FOR ALL WORK. <br />2. CITY OF LOUISVILLE ENGINEERING DEPARTMENT, "DESIGN & CONSTRUCTION STANDARDS", <br />SHALL APPLY TO ALL SITE WORK. <br />3. NOTIFY LOCAL AUTHORITIES 24 HRS IN ADVANCE OF ALL WORK IN PUBLIC R.O.W. <br />LEGEND: <br />TP- TOP OF PAVEMENT ELEVATION <br />A -A <br />PAVEMENT SECTION <br />- 5305- - <br />_ _99- J <br />l / <br />EX,/SMH <br />2 <br />,/ <br />,f L% <br />I'iiiu-1111111111111 <br />EXISTING FOOTING <br />DRAIN TILE <br />BASE BID - <br />CONNECT NEW T.D. UNE w/ <br />MFR INLET FlTTING. FIELD <br />VERIFY MAKE & MODEL OF <br />EXISTING T.D. <br />EXISTING 10" PRESSURE SEWERR <br />//3EXIS7ING 8" S/L <br />±5296.8YT/EX. <br />GRATE <br />7- <br />/ <br />VID11 [I] ® <br />02 <br />CONNECT DRAIN TILE <br />• ISTING <br />'E PAVEMENT <br />H TO WEST <br />Vy T NG TRENCH <br />�>N <br />7 <br />L <br />2 <br />EXISTING 8" S/L <br />I <br />®u11.L�I. 1...I!.IMPJ .`cd�l <br />, �u11101� �111111 111111 i \i <br />42.62 L. <br />''�, -7�I <br />aJil' <br />igiijjjJI!!iiiiii. <br />6" S/S ® 8.68T <br />INV.=5288.95 <br />/ EX SMH <br />0ry� <br />FINISH FLOOR 5301.0' <br />„ I II I I VA vria N <br />I WA I I I <br />80T TE <br />CONST. LIMITS, <br />MAINTAIN EXISTING <br />GRADE <br />SEE PLUMBING <br />DRAWINGS FOR <br />RELOCATED GREASE <br />INTERCEPTOR <br />/ PAINT STRIPS FOR NO <br />PARKING ZONE. <br />MATCH EXISTING <br />PAINT COLOR AND <br />WIDTH <br />5296.80'T/ GRATE <br />98 <br />FINISH FLOOR 5301.6 <br />5300 <br />AREA OF WORK PER. C101 <br />\ EXISTING 10" PRESSURE SEWER <br />I <br />EX. SMH <br />4 - � -9t <br />EX. 8" �L 31lJ / <br />EXISTING FF • 5301.0' <br />9 <br />97 <br />EX. SMH <br />EX. R/M=5292.4 <br />{ E . INV. IN=528 <br />OUT=52 <br />/ EX. 6" SEWER, <br />\ <br />06 <br />BID ALT. MAN HOLE <br />TP 5298.00' <br />TP 5297.50' <br />CONST. LIMITS, <br />MAINTAIN EXISTING <br />GRADE <br />EX- �A <br />EXISTING 8" S/L <br />52g°. <br />1 <br />( <br />OVERALL SITE PLAN <br />SCALE :1" = 30'-0" <br />(r <br />0 <br />PARTIAL SITE PLAN <br />SCALE : 1/8" =1'-0° <br />0) <br />O <br />N <br />0 <br />COLORADO TECHNOLOGICAL CENTER <br />FILING NO.3 - FINAL PLANNED UNIT DEVELOPMENT - <br />AMENDMENT NO.1 - LOCATED IN THE SOUTHEAST QUARTER <br />OF SECTION 16, T1S, R69W OF THE 6TH P.M. - CITY OF <br />LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />NORTH AMEITCA <br />OLLMANN ERNEST MARTIN <br />Architects Engineers Designers <br />200 South State Street 2701 Lawrence Street, Suite 119 <br />Belvidere, Illinois 61008 Denver, CO 80205 <br />815-544-7790 Phone 815-978-7708 <br />SITE PLAN <br />Date: 10-17-2019 Revision: 02-14-2020 <br />C101 <br />