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Boulder County, CO <br />04041205 <br />Page 4of32 <br />LOGO <br />Platted by. Nicholas <br />• <br />/4s U <br />TC 5465. <br />FL <br />SW 5466.1 <br />SW 5466. <br />SW 5466.1 <br />iW 5466.2 <br />TC 5466.27 <br />FL 5466 27 <br />st <br />TC <br />FL <br />TC <br />1 FL <br />I TC <br />R.6466.57 W 4' <br />TC 5467.34 W <br />FL 6.84• <br />TC{5467.10�(4 Q • 4 . <br />R., 5466.60 �. • 4 -• • <br />r 4T� <br />'V <br />3 <br />TC . 62 <br />FL 546612 <br />FL <br />TT 546732 4 <br />FL 5466I82A <br />5466.51 <br />ITC 5166.99E <br />IR. 5466.49 <br />TC 5466.35 <br />FL 5466.35 <br />1 <br />LI <br />GRADING NOTES <br />Ri <br />5467.04 <br />HIS <br />S89' 54' 41. <br />VVVVVVVVV <br />vvv vvvvvvv <br />VVVVVVvVvvVVvv•v vvv vvvvvvvvlvvv <br />f <br />5467.04 <br />5467.04 <br />VVVVVVvvvvv vwv <br />V <br />V Krupp Vvvvv vp• <br />VOW VVVVV VVVX VV <br />BE ROOF DRAINS INTO EXISTING <br />STORM INFRASTRUCTURE IN FRONT <br />OF COLUMN (SEE ARCH PLANS) <br />1. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY <br />STABILIZATION FABRIC TO ALL SLOPES 4H:1 V OR STEEPER. CONTRACTOR SHALL STABIUZE DISTURBED AREAS WITH GRASS IN <br />ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. <br />2. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND HLL <br />SLOPES SHALL BE 4:1 OR HATTER UNLESS OTHERWISE NOTED. <br />3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUEDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL <br />AREAS TO PRECLUDE POwDING OF WATER. <br />4. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT <br />DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED <br />IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. <br />5. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SUE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, <br />VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE <br />6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME <br />7. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. <br />8. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. <br />9. REUSE OF NAPE MATERIAL PERMITTED F PLACED IN 8" LETS AND COMPACTED TO 95% MODIFIED PROCTOR. <br />10. SPOT ELEVATIONS SHOWN ARE TO THE TOP OF PAVEMENT, GUTTER FLOWUNE, OR FINISHED GRADE, UNLESS OTHERWISE SPECIFIED. <br />550 MCCASLIN PUD AMENDMENT <br />-1 - <br />■ <br />11E <br />TT <br />NIS <br />• ... 112" GRATED <br />OA0 NYLOPLAST <br />6" PVC -COORDINATE ROOF DRAINS <br />TO UNDERGROUND <br />S Y2 SECTION 18, TOWNSHIP 1 SOUTH, RANGE 69 WEST, 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />4 <br />FG 5467 <br />HIS <br />w <br />3 <br />12" GRATED w <br />NYLOPLAST <br />-4•4 <br />Y- <br />Ft .5467. <br />S NPRIVATE DRIVE <br />5,_ . _•-_ ..,, tom.:a., - - -sr <br />\ TC 5462.44 TIC 5462.19 <br />AFL 5461.94 5461.W TC 5462.02 <br />!lk bl. • Vr 1i_7 <br />'0111114- <br />F6 5467 <br />TC 5462.88 <br />FL 5462.38 <br />Kis <br />w <br />w w <br />•r. YYYY1YYv,YYYYYlY vYY` �' <br />• <br />• VVVVVVVVVVVVVVVVVV <br />.7 .. <br />�.21 VVVVVVVVVVVVVVVVVV • <br />•. VVVVVVVVVVVVVVVVVV <br />vvvvvvvvvvvvvvVVvv'4 <br />vvvvvvVVVVVVvvvv • <br />- OVVVVVVVVVVVVVV� <br />vvvvv p p p v p P v I�r' <br />vvvvv'-'pavvvovv <br />� v vvvvvvvvvvvvvv <br />V v vv v v Vvv Vv: AMPHITHEATER <br />v <br />vvvv vvVvvv STEM <br />vvvvv <br />VVVvvVV V4VVVVVYV VV <br />vvvvv vvvvvvVV / <br />Vvvvvv vvvvvvv I <br />v1VVVVV VVVVVV <br />V VVVVVVV VV V VV V� <br />VVVVVVOOVO VV VVVO <br />aV VvvVV OVV VVYVV V VV <br />V V V V V V V V V V V V V V V V <br />VV VVVVVVVVVVV VVV <br />4 <br />6.72 . FG' <br />• <br />e <br />(4) STAIRS`_@ 6°4 HEI'G T <br />4, .' -4 <br />FG 5467. <br />STORM DRAINAGE NOTES <br />1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO <br />BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. <br />2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE <br />CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO <br />RETURN IT TO EXISTING CONDITIONS OR BETTER. <br />NOTE: <br />ALL EXISTING STORM INFRASTRUCTURE TO BE PROTECTED IN <br />PLACE. <br />9w <br />SW 5466 <br />3 <br />\ <br />HIS . <br />VILS <br />w w <br />3 3 <br />N!`ji\ <br />i11 iN- <br />w- <br />5'466. 4 <br />a <br />a <br />S <br />3 <br />w <br />f <br />5466.gt•EXISTING PRIVATLVORM / <br />4 ■ <br />6 5467.04 <br />4) STAIRS U 6" HEIGHT <br />546&91 EXTEND EXISTING <br />r 5466.41 8" PVC 0 0.5% <br />5464.91 <br />15" NYLOPLAST <br />8" HDPE 0 0.5% <br />7- <br />APPROXIMATE <br />LOCATION OF DRAIN <br />- TO BE REMOVED <br />S,Q6.94 <br />FC 5467.041 <br />6' TRENCH DRAIN <br />NOTE: <br />CONTRACTOR SHALL POTHOLE ALL NEW AND/OR <br />UTILITY CROSSINGS AND POINTS OF CONNECTION <br />DEPTH AND LOCATION AS FIRST ORDER OF WORK <br />i <br />l <br />EXISTING <br />TO CONFIRM <br />i <br />LEGEND <br />EX. CONTOUR <br />PROPOSED CONTOUR <br />PROPERTY UNE <br />SPOT ELEVATION <br />TOP OF CURB <br />FINISHED GRADE <br />FINISHED FLOOR <br />SIDEWAU( <br />MATCH EXISTING <br />_ -- -24-- - -- <br />123 <br />TC <br />FG <br />FF <br />SW <br />ME <br />0 i 1' 20 <br />1 inch = 10 ft. <br />ENGINEERING & SURVEYING <br />541€. Garden Drive, T (970) 663-4652 <br />Unit N W ridgetopeng.can <br />Windsor, CO 80550 <br />SEAL <br />PROJECT TITLE <br />550 MCCASLIN <br />PUD <br />AMENDMENT <br />550 MCCASLIN BLVD <br />LOUISVILLE, CO 80027 <br />PREPARED FOR <br />ASCENT COMMUNITY <br />CHURCH <br />550 MCCASLIN BLVD <br />LOUISVILLE, CO 80027 <br />SUBMITTAL <br />PUD AMENDMENT <br />DRAWN BY: <br />CHECKED BY: <br />PROJECT Na: <br />REVISIONS <br />REVISIONS <br />DATE <br />06/16/2023 <br />SHEET T1TL <br />KNW <br />MRB <br />20-086-002 <br />10/1112023 <br />GRADING <br />SCHEMATIC <br />' SHEET INFORMATION <br />C-2.0 <br />4 Of 32 <br />