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Boulder County, CO <br />04041205 <br />Page 3 of 32 <br />LOGO <br />sek <br />Plotted by. Nicholas Date: 21—Feb-24 9:58:37an <br />. III <br />-w w w <br />E <br />-E <br />C5 <br />11E TO <br />40 ADA RAMP <br />SHiCURB- <br />I 1 <br />1 LF <br />I I <br />I2/11 TY <br />FONT <br />I I <br />7 <br />L <br />L2A <br />T. <br />• <br />S89' S4' 41. <br />�rc <br />4 • . \ W W <br />Vvv VvVvvvvvvvvvvvvv ova <br />rvWval"vvvvvvvv.Vv.WARTI.FICI'vttliritilUvRFV <br />�� • 4 S •• <br />•OU TOOR PATK1E- ARER• ♦ . <br />BUILT-IN PLANTER BENCH <br />LANDSCAPE PAVING <br />AREA <br />ENTRYWAY <br />ARCHITECTURAL <br />CONCRETE (TYP.) <br />SITE PLAN NOTES <br />I <br />w <br />VVVVVV�VV vivo <br />;Th. v1/10bk•vvvvvvv v <br />VVVVVVVQM, V <br />.4. <br />4 , •4 <br />3 <br />.444 <br />.. . <br />.♦ '- <br />• <br />550 MCCASLIN PUD AMENDMENT <br />• <br />SEE ARCHITECTURAL-1 <br />PLANS FOR DETAILS <br />ON ALL BENCHES, <br />ETC. <br />4♦ <br />9 • - <br />S SECTION 18, TOWNSHIP 1 SOUTH, RANGE 69 WEST, 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />Ifts <br />4. +� <br />L19 <br />-w <br />Wr \ <br />6' FTBVCE. GATE <br />•♦. <br />N <br />PRIVATE DRIVE <br />4. <br />• <br />RAND PLANTER <br />1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CM/TOWN/COUNTY REGULATIONS AND CODES AND O.S.HA STANDARDS. <br />2. THE DESIGN SHOIHIN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE <br />EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY RIDGETOP ENGINEERING E SURVEYING, DATED 1/24/2020. THE CONTRACTOR <br />IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CO FUCTS ARE DISCOVERED, 111E CONTRACTOR MALL <br />NOTIFY THE O 4 R PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK 111ICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, <br />INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTER® LAND <br />SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. <br />3. CAUTION - NOTICE TO CONTRACTOR <br />THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF <br />THE VARIOUS UTILITIES, AND % HERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE <br />CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF U11U1KES. IT <br />SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED <br />IMPROVEMENTS ON THE PLANS. <br />4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE„ SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & <br />TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. <br />5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. <br />6. ALL PAVED PARKING LOT AREAS WITHIN THE UNITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. <br />7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. <br />8. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE WITH THE <br />LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. <br />9. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION. DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. <br />10. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO <br />PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) <br />11. PARKING LOT STRIPING SHAD. BE YELLOW, 4' WIDTH, UNLESS OTHERWISE NOTED. <br />12. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. <br />13. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18" CURB AND GUTTER. ALL REMAINING ISLANDS ARE TO EE STRIPED AS <br />SHOWN. <br />14. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. <br />15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS. INCLUDING BUT NOT UNITED TO, ALL MUTES, STORM DRAINAGE, SKINS, TRAFFIC SIGNALS & POLES, ETC. <br />AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED <br />IN BASE BID. <br />16. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2'. ALL OTHER CURB RADII SHALL BE 10', UNLESS OTHERWISE NOTED. <br />CIO <br />( <br />_..c -.3 <br />M <br />• <br />'us <br />FIRE PLACER vvvv <br />o vvvvvv v <br />v. <br />vvVVVOvvvVvvvvVV-V <br />vV V V V V V V V V V V V V �V, <br />RAISED <br />X LNG FENCE - <br />V V a (SEE ARCH PLANS) v v <br />it o �A�IRTiFICI TURF o of <br />f V V V V V V V PVY V V V V V V I <br />• VVVVVV _�VOVVV <br />vvvvvvc ''II V VV V V V <br />VVVVVVVVVVVVILVVVV <br />VVVVVVVV VVVVV "VVV S.• a <br />ST <br />AMPHITHR SIPS <br />'us <br />'us <br />..a <br />%.• <br />NT <br />rw <br />�{ 3 3 3 <br />STING BOLLARDS <br />.TO BE REMOVED <br />(1W•) <br />s <br />f�-RAILING <br />IL IIIT F OLES. <br />_ _RAISED <br />.."'" -7-- <br />PLANTER <br />6" TRENCH <br />DRAIN <br />ARCHITECTURAL CONCRETE (TYP.) <br />• <br />,.-. <br />J .4 <br />/ ,. <br />ARCHITECTURAL' <br />CONCRETE <br />•--PICKLEBALL COURT AREA <br />W W <br />I <br />id I <br />• -..®.mac6_15 .a . _._ .� <br />EXISI1 G TRASH -r <br />ENCLOSURE. TO, '' ,." <br />�-...� / <br />RAISED <br />PUNTER <br />1 <br />t <br />l <br />1 <br />11 <br />11 <br />1 <br />1 <br />LEGEND <br />PARCEL LINE TABLE <br />Line I Length <br />L1 23.50 <br />L2 22.06 <br />1.3 7.79 <br />L4 16.05 <br />L5 22.28 <br />L6 16.65 <br />L7 27.19 <br />L8 13.43 <br />L9 24.87 <br />L10 138.59 <br />LIT 9.04 <br />L12 65.76 <br />L13 15.37 <br />L14 145.44 <br />L15 27.31 <br />L16 10.69 <br />L17 7.72 <br />L18 13.85 <br />L19 8.74 <br />Direction <br />N8' 17' 53.41"W <br />N3' 35' 06.69"W <br />N3' 35' 06.69"W <br />NO` 12' 25.33"E <br />N4' 27' 40.89"E <br />N4' 27' 40.89"E <br />N6' 21' 59.36"E <br />N10' 36' 25.65.E <br />N70` 16' 56.01 "E <br />S89' 52' 30.56.E <br />S70' 16' 96.01"E <br />N88' 26' 23.23"E <br />S48' 44' 01.51 "W <br />N89' 52' 38.44'W <br />1489' 52' 38.44"W <br />NO' 07' 12.31.E <br />S89' 09' 32.32"W <br />S77' 28' 3325.E <br />N89' 46' 54.69.E <br />PORTLAND CEMENT CONCRETE PAVEMENT <br />ASPHALTIC CONCRETE PAVEMENT <br />CONCRETE SIDEWALK <br />LANDSCAPING <br />PROPERTY L NE <br />EDGE OF PAVEMENT <br />EASEMENT <br />CURB AND GUTTER <br />SAW CUT <br />WALL <br />FENCE <br />BENCH <br />BUILDING <br />CANOPY <br />PARCEL CURVE TABLE <br />Curve # Length Radius Delta Chord Direction <br />Cl 36.47 35.00 59.70 N40' 25' 48'E <br />C2 12.12 35.00 19.84 N80' 12' 13"E <br />C3 11.94 35.00 19.54 S80' 03' 16.E <br />C4 13.23 33.30 22.76 S80' 10' 57•E <br />C5 9.93 15.00 37.93 S68' 23' 14"W <br />C6 11.56 16.00 41.39 S69' 25' 42"W <br />C7 7.94 5.00 90.96 N45' 21' 38"W <br />C8 28.85 34.63 47.73 S65' 24' 15"W <br />C9 20.80 10.00 119.15 517' 54' 09"E <br />CIO 7.80 35.00 12.78 583' 51' 52"E <br />MINT NT <br />0 10 ao <br />1 inch - 20 ft <br />40 <br />Chord Length <br />34.84 <br />12.06 <br />11.88 <br />13.14 <br />9,75 <br />11.31 <br />7.13 <br />28.02 <br />17.25 <br />7.79 <br />ENGINEERING & SURVEYING <br />541 E. Garden Drive, • T (970) 063.4552 <br />Unit N W ridgetopeng.com <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 NO.: <br />REVISIONS <br />REVISIONS <br />DATE <br />06/16/2023 <br />SHEET TITLE <br />SITE PLAN <br />SHEET INFORMATION <br />KNW <br />MRB <br />20-086-002 <br />10I1112023 <br />C-1.1 <br />3 - of 32 <br />