Centennial Valley Parcel O Filing 7 Lot 2 Amendment PUD Mylar

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Boulder County, CO 04041205 Page 5 of 32 LOGO 20-086-002\2 drawings\ Plotted by Nicholas Date: 21 47, File: LOAC130DU.dwg Path: P: \Colorado\louisvili e/ w w w it" • w w I I -. 589* 54'` 4730 E 15- w I w F Nfr 8' CLEANOUT RIM: 5465.13 IE IN: 5461.06 8" S IE OUT: 5461.06 B' E I I I Sj GREASE INTERCEPTOR ill' IE IN: 5460.98 8' W 1 � \ W V• VVVVVVVVV VGVVVVVVYV VVVvVV Q• nvv • VVVVVVVV 9vV 4 VVVV Vv • V VV V V V V V V V V rvvvvvvv v �¢VVVVVVVVV - 4. I 4 _ 4 5OLF'' SDR35 0 2.00X-' rus • PROPOSED GREASE ` - I ; INTERCEPTOR to 550 MCCASLIN PUD AMENDMENT S Y2 SECTION 18, TOWNSHIP 1 SOUTH, RANGE 69 WEST, 6TH P.M. CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO yes CONNECT TO MAIN E IN: 5460.02 8" S 4.3 w r4 CONNECT TO BUILDING- IE OUT: 5462.06 B" N SANITARY SEWER NOTES 1. ALL. CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE B" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4' AND OF SCHEDULE D3034 PVC OR EQUAL ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEVER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFIWNG. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AM) PRESSURE/VACUUM IESIU) AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL JESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTIUTY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. 4. 4 ' A. • • •..S -GREASE INTERCEPTOR OUT: - ' • • IE OUT: 5460 ; ; 8" E PRIVATE DIVE w' s4' . GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. REFER TO INTERIOR PLUMBING DRAWINGS FOR 11E-IN OF ALL UT1UTIES. 3. ALL FILL. MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED U11U11ES. 4. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY DOSING UNE 5. MINIMUM WATER AND SANITARY SEWER TRENCH WDTH SHALL BE 2 FEET. 6. ALL UTILITIES SHOULD BE KEPT TEN (101 APART (PARALLEL) OR WIZEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 7. IN THE EVENT OF A VERTICAL CONFECT BETWEEN WATERLINES, SANITARY ONES, STORM ONES AND GAS LINE (DUSTING AND PROPOSED), TIE SANITARY UNE MALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, NE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI A21.11 (AWWA C--151) (CLASS 50). 8. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFIWNG. 9. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WLTH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 10. ALL NECESSARY INSPECTIONS AND/OR CERIIFICATICNS REQUIRED BY CODES AND/OR U11U1Y SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BULDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. w ►� . fr ••VVVV•VVVV VVVVVV VVVVV VVVVVVVVVVVVVVVVVV' VVVVVVVVVVVVVVVVVV VVYVVVVVVVVVVVVVVV I.(VVVVVVVVVVVVVVVVA. 4 1- - I VVVVVV vvvVVVVVV VVVVVVVVVVVvvvvr `` V V VVVp VVVFVVVVV VVVVVV••' pppVVv V4� V VVVV VVV VVVV VV V - i. .n VVvS�vVVVVVVVVVV VV VVVVV�VVVVVVVVVVVVV V V V V VIKV V V V V V V V V V V OVVVVVir..?vvvvvvvvvv vvvvvvvvVvvvv VVVVVV VVVVVVVVI■■`` Ovvpvvv� Vvvvvv i1 VVVVVVVVV VVVVVV\ - : • VVVVV VVVVVVVVVV V V V V V V V V V V V VVVVVVIA�VVVVVVV V V V VV •• V V V v v v V v V v V V v v v v VVVVVVVVVVVV'7' VVV 1 w 11 111.5 r wow 1 3 3-4-2 I 4- Y 4 • • 4• 'ter `+� t ALS w w 3 3 W I / 4 4-'i / . + �i /~-� ' ' e- N 4 • a' • • 11. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 12. CONTRACTOR TO PROVIDE TRENCHING, BACKFLL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PUWNG WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTLIIY PROVIDER 13. CONTRACTOR IS TO PROVIDE 1RENCHNG, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER UNE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY U11UTY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 14. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. 15. BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED INSIDE NE BUILDING FOR EACH APPLICABLE USE INCLUDING DOMESTIC, FIRE, AND RRIGATIONI SYSTEMS. CONTRACTOR SHALL COORDINATE AND SUPPLY A BACKFLOW TEST REPORT TO THE WATER AND SEVER DEPARTMENT UPON INSTALLATION. OWNER IS REQUIRED TO SUPPLY AN ANNUAL BACKFLOW TEST REPORT TO THE WATER AND SEWER DEPARTMENT. w T� 4.44 • • • • w ct) • • li LEGEND .11111 1111 w SS DUI E T PROPERTY UNE CURB AND GUTTER FENCE BUILDING SETBACK PROPOSED BUILDING WATER LINE SEWER LINE STORM UNE GAS UNE ELECTRIC LINE COMMUNICATIONS UNE SANITARY MANHOLE a �o 1 inch - 10 ft. RIDGETOP ENGINEERING & SURVEYING 541 E. Garden Drive, T 653-4552 Unit N W ridgeloperlg.corn Windsor, Co 80550 SEAL. PROJECT TITLE 550 MCCASLIN PUD AMENDMENT 550 MCCASLIN BLVD LOUISVILLE, CO 80027 PREPARED FOR ASCENT COMMUNITY CHURCH 550 MCCASLIN BLVD LOUISVILLE, CO 80027 SUBMITTAL PUD AMENDMENT DRAWN BY: CHECKED BY: PROJECT NO.: REVISIONS REVISIONS DATE 06/16/2023 SHEET TITLE KNW MRB 20-086-002 10/11 /2023 UTILITY SCHEMATIC SHEET INFORMATION C-3.0 5 Of 32