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<br /> LOT 1 p LOT 2 p OUTLOT A OF CHRISTOPHER VILLAGE REPLAT _.iO
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<br /> LOCATED IN THE SOUTHEAST QUARTER OF SECTION 5, s
<br /> TOWNSHIP 1 SOUTH, RANGE69 WEST OF THE 6TH P. M. , xl • "
<br /> CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO U
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<br /> GENERAL NOTES EROSION CONTROL • LIGHTING y 5 MIN. 4---.1
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<br /> 1. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SITE CONSTRUCTION NOTES: 1. LIGHTS AND LIGHTING FIXTURES SHALL BE COOPER LIGHTING (OR APPROVED t:4 MA
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<br /> WORK SPECIFICATIONS AND GOVERNING STANDARD SPECIFICATIONS. EQUAL) WALL MOUNTS. (COORDINATE WITH OWNER) • 1�8" to rn w o w w
<br /> 1. THE CONTRACTOR SHALL LIMIT TOPSOIL STRIPPING OPERATIONS WITHIN THE AREAS ���,`, `.� `i' �f �� ��" '•: • SLOPE 1" PER FT. o o Y
<br /> 2. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING THIS WORK 2. ALL LIGHTING FIXTURES SHALL BE 35 WATT HIGH PRESSURE SODIUM (HPS). /�� \�'� �� "�\ .. ' ' ,. .• .. o
<br /> SHALL BE SECURED BY THE CONTRACTOR PRIOR BEGINNING CONSTRUCTION. IN WHICH THEY ARE IMMEDIATELY WORKING. ( ) /\�� \`\\.\\`\, 12 \„ :4 • • • • •. : • : • • • : • ,.•• •• 6"
<br /> 2. THE CONTRACTOR SHALL ROUGHEN THE SURFACE OR PROVIDE EITHER TEMPORARY 3. ALL LIGHTING FIXTURES SHALL PROVIDE 4050 LUMENS WITH A LIGHTING AREA A\>• • A . .. .=;,, • ••:4.•..'.
<br /> 3. SITE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS OF 3000 SQUARE FEET MINIMUM. ��: • '• • } °D
<br /> OR PERMANENT GROUND COVER WITHIN FOURTEEN (14) DAYS OF EXPOSING ANY a
<br /> AND REPLACING ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION. .• •° m } m o
<br /> AREA. THIS REQUIREMENT SHALL BE IMPOSED IF THE CONTRACTOR HAS AN AREA '-��-�' % \�'r ��*\%` o m o w I
<br /> 4. CONTRACTOR TO PROVIDE AND GET APPROVAL OF SPECIFICATIONS. COMPACTED %�\\j \\ /\��\, \\K 4 D w w > 1
<br /> 4. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE EXPOSED FOR FOURTEEN (14) DAYS OR MORE WITHOUT PERFORMING GRADING SUBGRADE \ \/ \\/ \/\\� \ z Z Z y o
<br /> CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS PRIOR
<br /> OPERATIONS WITHIN THE AREA. (SEE SPECS.) 4\,--',..\,.,-\\\-c\ /�/\��\\�\\\>\\ , co N Q w 0 H
<br /> TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE DESIGN LOCATIONS SHALL o 0 0 E 6 a I 0
<br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION al
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<br /> BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. CONTROL DEVICES AND PRACTICES. IT IS THE INTENT OF THESE PLANS AND THE NOTE' U K EA
<br /> 5. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL DESIRE OF THE OWNER TO PROVIDE HIGH QUALITY EROSION AND SEDIMENT �u o r\ o .,,
<br /> CONTROL. REFER TO THE C.A.D.D. FILE (ADDRESS ON LEFT SIDE OF SHEET) FOR Z '; '- . T 1 i
<br /> UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND UTILITIES (WATER, '•�, co I Z4 E it-
<br /> SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATION SLEEVES, ALL CONTROL COORDINATES AND STAKING INFORMATION.
<br /> AND OTHER MISCELLANEOUS) SHALL BE IN PLACE PRIOR TO THE PLACEMENT OF BASE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL FINES ASSOCIATED THE C.A.D.D. FILE MAY BE OBTAINED FROM THE ENGINEER: NOTES: v^ 0 D
<br /> WITH DISCHARGE OF SEDIMENTS, EROSION, OR POLLUTANTS CAUSED BY THIS WORK. 1. CONTRACTION JOINTS FOR CURB AND GUTTER SHALL MATCH SIDEWALKS r± rj E
<br /> MAXIMUM SPACING TEN (10) FEET. J z n o. -• is w v
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<br /> 6. SITE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARK. '''':,.
<br /> 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT STANDARDS AND 2. AT RESIDENTIAL DRIVEWAYS, THE SIDEWALK THICKNESS SHALL BE INCREASED •�`' w`" 0
<br /> SPECIFICATIONS, AND PROJECT DRAWINGS. THE CONTRACTOR SHALL TO SIX (6) INCHES. D Z E 33 i
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<br /> RELOCATING BENCHMARK IF NECESSARY. BENCHMARK SHALL BE RELOCATED OUTLOT A CHRISTOPHER VILLAGE 2 c.o Q 0 C
<br /> CONSTRUCT AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES ON SITE y 3. EXPANSION JOINTS REQUIRED AT 400 FOOT MAXIMUM SPACING AND ADDITIONAL
<br /> TO ORIGINAL ELEVATION. DURING CONSTRUCTION IN ACCORDANCE WITH THE ABOVE, AS A MINIMUM MAY BE REQUIRED AT THE DISCRETION OF THE ENGINEER. SEE DETAIL S-22. c� a �`
<br /> 7. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. STANDARD, AND SHALL REMOVE ANY SILT BEYOND THE PROPERTY RESULTING FROM LOUISVILLE, COLORADO `�'
<br /> 4. AT ALLEYS AND COMMERCIAL DRIVEWAYS, THE CURB & SIDEWALK THICKNESS SHALL BE
<br /> CONSTRUCTION ACTIVITY. INCREASED TO EIGHT (8) INCHES. r^ O o
<br /> CALL THE UTILITY NOTIFICATION CENTER OF COLORADO AT (1-800-922-1987). CALL AT STORAGE UNIT "1 •
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<br /> LEAST 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR 6. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE, IF NOT PARKING ANALYSIS FOR ENTIRE 0 o rn 3
<br /> THE MARKING OF UNDERGROUND MEMBER UTILITIES. REUSABLE ON SITE. - °p � '�CHRISTOPHER VILLAGE APARTMENTS ii
<br /> o8• ANY EXISTING STUB-OUTS ON EXISTING WATER MAINS NOT BEING UTILIZED BY THIS 7. ADDITIONAL ON-SITE PROTECTION, IN ADDITION TO ABOVE, MUST BE PROVIDED TO Ovgr
<br /> PREVENT SILT FROM LEAVING THE PROJECT CONFINES DUE TO UNSEEN CONDITIONSNUMBER OF PARKING SPACES EXf TINGATED = 185 PROJECT ARE TO BE ABANDONED AT THE MAIN. � � �
<br /> OR ACCIDENTS. NUMBER OF PARKING SPACES ELIMINATED = 6 •cam p �, ,1,,?9. CONTRACTOR SHALL EXERCISE CAUTION WHEN COMPACTING EARTH WITHIN THE PARKING SPACES REMAINING = 179 N W
<br /> WATER LINE EASEMENT. CONTRACTOR IS RESPONSIBLE FOR ALL MAIN BREAKAGE 8. CONTRACTOR IS RESPONSIBLE FOR CLEANING OUT ALL STORM DRAINAGE NUMBER OF PARKING SPACES GAINED = 16 STANDARD TYPE 2 SECTION II-B v - co 0 >,
<br /> WHICH MAY OCCUR DURING CONSTRUCTION AROUND THE WATER MAINS. STRUCTURES, INCLUDING FLUMES, PIPES, ETC. PRIOR TO COMPLETION OF PROJECT. TOTAL NUMBER OF PARKING SPACES = 195 VERTICAL FACE CURB, GUTTER SIDEWALK a4-
<br /> 9. SHOULD WIND EROSION CONDITIONS EXIST AT ANY TIME DURING CONSTRUCTION, 6-1s -
<br /> - CONTRACTOR SHALL UTILIZE A WATER TRUCK AND OTHER APPROVED MEASURES FOR DATE: APRIL, 1996 SCALE: N.T.S.
<br /> DUST CONTROL.
<br /> 10. EROSION CONTROL SYSTEMS TO REMAIN IN OPERATION UNTIL ALL PAVING AND CHRISTOPHER VILLAGE - . .-.--
<br /> PERMANENT LANDSCAPING IS COMPLETED AND ANY SEEDED AREAS ARE ESTABLISHED. LOUISVILLE, COLORADO %-
<br /> 11. THE GOVERNING AGENCY MAY REQUIRE THAT ADDITIONAL EROSION CONTROL MEASURES BE LAND USE TABLE � „
<br /> PROVIDED DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE SUBMITTED PLAN DOES ,
<br /> GRADING NOT FUNCTION AS INTENDED. EXISTING PROPOSED
<br /> SQ. FT. ACRES PERCENT SQ. FT. ACRES PERCENT
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<br /> 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION 12. ALL UNLANDSCAPED AREAS DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED TO GRASS 71066.56 1.63 36.53% GRASS. 00732.67 1.39 31.22% inal
<br /> OF ALL EXISTING STORM AND SANITARY SEWER STRUCTURES, PIPES AND STABILIZE ANY EXPOSED SOIL SURFACE. IMPERV. 88628.75 2.03 45.56% IMPERV. 94462.64 2.17. 48.56% a• s
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<br /> ALL UTILITIES PRIOR TO CONSTRUCTION OF SUCH UTILITIES. BUILDING 34840.38 0.80 17.91% BUILDING 39340.38 0.90 20.22% F. LLI
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<br /> 13. AFTER THE PROJECT HAS BEEN REVEGETATED, ALL STORM SEWER LINES SHALL BE , -q; L L, L
<br /> INSPECTED THOROUGHLY AND CLEANED OF SEDIMENT BY THE CONTRACTOR. ANY
<br /> TOTALS 194535.69 4.47 100.00% TOTAL 194535.69 4.47 100.00% I C:
<br /> 2. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY LAND W
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<br /> SEDIMENT DESCHARGED INTO ANY PUBLIC DRAINAGE WAY SHALL ALSO BE REMOVED
<br /> DISTURBING ACTIVITY COMMENCING. - CJ
<br /> TO THE CITY'S SATISFACTION. a ,k-
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<br /> 3. CLEARING AND GRUBBING LIMITS SHALL INCLUDE ALL AREAS DISTURBED 14. WHERE PUBLIC STREETS ARE USED TO HAUL DIRT OR MATERIALS TO AND FROM THE - - I- 0
<br /> BY GRADING OPERATIONS.
<br /> SITE, THE CONTRACTOR/PERMITTEE IS RESPONSIBLE FOR CLEANING THE PUBLIC STREETS. - OUTLOT A, CHRISTOPHER VILLAGE D W a 7
<br /> CLEANING OF PUBLIC STREETS SHALL BE DONE ON A DAILY BASIS OR MORE FREQUENTLY LOUISVILLE COLORADO Q -- Ili
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<br /> 4. ANY GRADING OF DISTURBED AREAS SHALL RECIEVE SUFFICENT EROSION v . G
<br /> PROTECTION TO INHIBIT WIND AND WATER EROSION. UNLESS OTHERWISE NOTED. IF DIRECTED BY THE LOCAL GOVERNMENT. - CC re 8
<br /> 0)STORAGE UNIT
<br /> 5. SUBGRADE SHALL BE COMPACTED AND SHAPED PER SPECIFICATIONS 15. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES - v U ill
<br /> PRIOR TO APPLICATION OF BASE MATERIAL. SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, LAND USE TABLE O�
<br /> AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL '-� 0
<br /> BE SEEDED WITH NATIVE SEED AND MULCHED. EXISTING PROPOSED - - 44 q
<br /> 6. NO ASPHALT OR CONCRETE PAVING SHALL BE INSTALLED UNTIL ALL UTILITIES J
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<br /> IN OR CROSSING PAVED AREAS HAVE BEEN INSTALLED, AND THE BASE COURSE SQ. FT. ACRES PERCENT SQ. FT. ACRES PERCENT
<br /> IS APPROVED. 16. STRAW MULCH WILL BE MIXED WITH GRASS SEEDING TO ESTABLISH A VEGETATIVE COVER. GRASS 18179.42 0.42 90.01% GRASS 7911.90 0.18 39.18% •
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<br /> MULCH SHOULD BE APPLIED EVENLY AT A RATE OF TWO TONS PER ACRE AND ANCHORED O '
<br /> 7. NO PAVING SHALL BE INSTALLED UNTIL APPROVAL IS GIVEN AS TO TYPE INTO THE SOIL BY CRIMPING WITH A MECHANICAL CRIMPER. IMPERV. 1890.84 0.04 9.36% IMPERV. 7658.36 0.18 37.92%
<br /> OF PAVING MATERIAL USED. - BUILDING 125.80 0.00 0.62% BUILDING 4625.80 0.11 22.90% 0
<br /> 17. SEEDING WINDOW PER CDOT FOR ELEVATIONS BELOW 6,000 FEET: TOTALS 20196.06 0.46 100.00% TOTAL 20196.06 0.46 100.00% - z
<br /> 8. GRADES SHOWN ARE FINISHED GRADES. FOR SUBGRADE ELEVATIONS SEE SPRING - THAW 6/15 Q
<br /> PAVING SECTIONS AND DETAILS. FALL - 9/1 FREEZE .
<br /> OTHER DATES TO REQUIRE SPRINKLING IRRIGATION. •
<br /> 9. CAUTION - NOTICE TO CONTRACTOR
<br /> �, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION 18. ANY EARTH CHANGES SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY
<br /> AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION AND SHOULD NOT - -
<br />' d IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE EXCEED THE LIMITS OF ALLOWABLE EROSION.
<br /> POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE. INFORMATION IS
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<br /> I NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 197. ALL EARTH CHANGES SHALL BE DESIGNED, CONSTRUCTED AND COMPLETED IN SUCH A c, 5
<br /> Q - - MANNER SO THAT THE EXPOSED AREA OF ANY DISTURBED LAND SHALL BE LIMITED TO
<br /> THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT THE SHORTEST POSSIBLE PERIOD OF TIME. - - - z o N g���
<br /> I LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
<br /> C LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE 20. SEDIMENT CAUSED BY ACCELERATED SOIL EROSION SHALL BE REMOVED FROM THE RUNOFF w O g,r4
<br /> CO CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WATER BEFORE LEAVING THE SITE• J o ��
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<br /> j WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. - a 4og ., 0 n
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<br /> 10. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE SITE GRADING 21. ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONTRUCTED FOR THE CONVEYANCE .: % ,,Y°'':; 0, i : _ o
<br /> ' a IN A MANNER CONSISTENT WITH DEVELOPMENT PLANS REGARDING SITE OF WATER AROUND, THROUGH OR FROM THE EARTH CHANGE AREA SHALL BE DESIGNED TO
<br /> a DRAINAGE. DRAINAGE EASEMENTS SHALL NOT BE RESTRICTED. ON-SITE LIMIT THE WATER FLOW TO A NON-EROSIVE VELOCITY. r 1 � s '� Ro v CD
<br /> co AND PASS-THROUGH RUNOFF SHALL BE ROUTED TO STREETS, ALONG > �• '�
<br /> CD PROPERTY LINES, AND THROUGH EASEMENTS INA MANNER WHICH 22. TEMPORARY EROSION CONTROL FACILITIES SHALL BE REMOVED, AND EARTH CHANGE AREAS O
<br /> CONTROLS SURFACE RUNOFF. GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES PURSUANT . Ei - C
<br /> TO APPROVED PLANS AND SPECIFICATIONS. �' I�:`s " DRAWING o RI
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