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Home My WebLink About4.0 Plans©2014 Rick Engineering Company B ASIS OF BEARING IS DESCRIBED IN ALTA/ACSM LAND TITLE SURVEY BY ARCHIBEQUE LAND CONSULTING, LTD., DATED 07/11/2014. REFERENCE SURVEYOR NOTES 3. 'BASIS OF BEARING: N 18° 59'36'W BETWEEN MONUMENTS FOUND MARKING A PORTION OF THE SOUTHWESTERN BOUNDARY, BOTH AS SHOWN AND DESCRIBED HEREON." B ASIS OF ELEVATION A FOUND NO. 5 REBAR SURVEY MONUMENT AS DESCRIBED IN ALTA/ACSM LAND TITLE SURVEY BY ARCHIBEQUE LAND CONSULTING. LTD.. DATED 02/07/2014. REFERENCE SURVEYOR NOTES 5. "ELEVATION DATUM: 5909.00 FEET FOR THE MONUMENT MARKING THE NORTHWEST CORNER OF SUBJECT PARCEL AS SHOWN HEREON. THIS ELEVATION WAS DERIVED FROM PUBLIC MAPPING SOURCES." GENERAL NOTES 1. TOTAL AREA OF THE PROPERTY IS 8.92 ACRES. 2. NET AREA OF DEVELOPMENT SITE IS 4.46 ACRES. 3. ASSESSORS TAX PARCEL # 218527100008. EXISTING ZONING IS COMMERCIAL/GENERAL 4. THE WATER COMPANY THAT WILL SERVE THIS DEVELOPMENT IS CITY OF GLENWOOD SPRINGS WATER. 5. ANY RELOCATION. MODIFICATION. ETC., OF THE EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS REQUIRED BY THIS DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 6. ALL CONSTRUCTION SHALL MEET OR EXCEED THE STANDARDS ESTABLISHED IN THE LATEST EDITION OF THE GARFIELD COUNTY SPECIFICATIONS AND IS SUBJECT TO OBSERVATION BY GARFIELD COUNTY AND THE PROJECT ENGINEER. 7. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. BUT MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT OF EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR. AT NO EXPENSE TO THE OWNER OR PROJECT ENGINEER. SHALL REPAIR ANY DAMAGED UTILITIES. 8. ALL EXCAVATIONS FOR UTILITY LINES. RETAINING WALLS. ROADWAYS. BUILDING STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, OR THE COLORADO DIVISION OF MINES. WHICH EVER APPLIES. 9. COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO THE COUNTY AND THE PROJECT ENGINEER PRIOR TO ACCEPTANCE. COMPACTION SHALL MEET OR EXCEED COUNTY REGULATIONS. 10. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE STREET RIGHT OF WAY AND PROPERTY OWNED. OR EASEMENTS PROVIDED TO THE CITY OF GLENWOOD SPRINGS & GARFIELD COUNTY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS. 12. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES. AND THE END OF ALL SERVICE LINES. 13. THE CONTRACTOR SHALL USE CAUTION IN VICINITY OF GAS LINES, FIBER OPTICS, OVERHEAD OR UNDERGROUND ELECTRIC/TELEPHONE/CATV CONDUITS AND BUILDING STRUCTURES. 14. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO. OR INTERRUPTION OF. SERVICES CAUSED BY THE CONSTRUCTION. 15. FOR ANY CONSTRUCTION ACTIVITY WITHIN THE ROAD RIGHT-OF-WAY. THE CONTRACTOR SHALL PROVIDE ALL WARNING LIGHTS. SIGNS. BARRICADES. FLAG MEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL. 16. ON-SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE COUNTY. CITY OR PROJECT ENGINEER OF CONSTRUCTION WORK IN PROGRESS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY. CITY OR PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTOR'S RESPONSIBILITIES. 17. SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. NO OTHER PARTIES ARE RESPONSIBLE FOR SAFETY IN. ON OR ABOUT THE SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 18. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES. INCLUDING VEHICLE FUELING. STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 19. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS. FIELD STAKING. OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER. HE DOES SO AT HIS OWN RISK. SHEET INDEX 1. DEVELOPMENT PACKAGE COVER 2. CONSTRUCTION NOTES 3. PRIVATE UTILITY PLAN 4. DEVELOPMENT PLAN 5. GRADING PLAN 6. GRADING PLAN 7. GRADING PLAN 8. GRADING AND PAVING 9. GRADING AND PAVING 10. UTILITY DETAILS 11. HORIZONTAL CONTROL PLAN 12. PRIVATE UTILITY PLAN 13. EROSION & SEDIMENT CONTROL & STABILIZATION 14. INDIVIDUAL SEPTIC SEWER SYSTEM 15. LANDSCAPE COVER SHEET 16. PLANTING NOTES 17. PLANTING PLAN 18. PLANTING DETAILS 19. IRRIGATION NOTES 20. IRRIGATION PLAN 21. IRRIGATION PLAN 22. IRRIGATION DETAILS 23. CONCEPTUAL BUILDING PLAN 24. CONCEPTUAL BUILDING ELEVATIONS 25. SITE PLAN - ELECTRICAL 26. SITE PLAN - ELECTRICAL NOTES DETAILS DETAILS SHEET SITE PLAN FOR UND FAC LOCATED IN SEC 27,T6S, R 89 W U,v,r ,S ooi 392 PAGE 449 1 _ .11 C BUILDING GFA 26,795 .1 STOR i -a V PLAN L! !tL- r-t rX J\ 5 J r D AJ RPCRT \DA Ii177_(J. PARKING CALCULATIONS USE USER PARKING OFFICE 1 SPACE/ 250 SF GFA ( 2,656 SF) 11 SPACES WAREHOUSE 1 SPACE/ 2000 SF GFA (24,140 SF) HANDICAP: (51 TO 75 SPACES, IBC TABLE 1106.1) VAN ACCESSIBLE:1 PER 6 HC SPACES LOADING SPACES: TOTAL AREA (26,795 SF) 20. DISPOSAL OF TRASH. ASPHALT. CONCRETE AND CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE WORK. FOR CONTINUATION OF THE GENERAL NOTES, E NGINEER'S NOTES, AND STORM DRAIN N OTES - SEET SHEET 2 12 SPACES TOTAL PARKING REQUIRED TOTAL PARKING PROVIDED SPACES REQUIRED 3 SPACES 1 SPACE 2 SPACES REQUIRED 11 SPACES 12 SPACES 23 SPACES 70 SPACES SPACES PROVIDED 4 SPACES 4 SPACE 5 SPACES C 00f1 GAF JEID R.E B P 7 1 0 N i i / / / / / OCUNJ Y No , 549 EARTHWORK QUANTITIES: CUT: FILL: EXPORT: 14,000 CY 4,400 CY 9,600 CY NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMITTING PURPOSES ONLY AND ARE NOT USED FOR PAYMENT QUANTITIES. CONTRACTOR SHALL VERIFY QUANTITES. TY J SCALE: 1'= 100' 0' 50' 100' 200' THIS PROJECT 23 26 SCALE: 3"= 1 MILE CIVIL ENGINEER RICK ENGINEERING COMPANY. INC. 4 INVERNESS COURT EAST #300 ENGLEWOOD. CO 80112 (303) 225-9125 ATTN: ROBERT FITCH, PE DEVELOPER THE KIERNANWEST. LLC 941 ORANGE AVENUE, SUITE 512 CORONADO. CA 92118 (619) 435-7600 ATTN: KEVIN KIERNAN E. ' LOCATION MAP SECTION 27, T 6 S, R 89 W 6TH P.M. GARFIELD COUNTY. COLORADO OWNER FEDEX GROUND FACILITIES & MATERIAL HANDLING SYSTEMS 1000 FEDEX DRIVE MOON TOWNSHIP. PA 15108 SITE PLAN LEGEND ITEM SYMBOL CONCRETE PAVING PROPERTY BOUNDARY EXISTING ROW EASEMENT BOUNDARY EXIST CONTOUR LINE EXIST SPOT ELEVATION EXIST HIGH WATER MARK 100 YR FLOOD PRONE LINE LANDSCAPE BUFFERYARD LIMITS BUILDING SETBACKS EXIST PAVEMENT EDGE EXIST SEWER LINE W/MH EXIST WATERLINE W/VALVE EXIST UNDERGROUND LINE EXIST GAS LINE EXIST TELEPHONE/TV CABLE LINE EXIST OVERHEAD ELECTRIC LINE EXIST ELECTRIC/TELE LINE PROPOSED STORM DRAIN W/MH PROPOSED SEWER W/MH 25' BUFFER FINISHED FLOOR ELEVATION BUILDING NUMBER PARKING SPACES PROVIDED HANDICAP PARKING RETAINING WALL LANDSCAPE/SCREENWALL BASIN OUTLET STRUCTURE PROPOSED SLOPE APPROX FINISH GRADE CURB ACCESS RAMPS TITLE COMMITMENT THE FOLLOWING SITE PLAN REFLECTS CURRENT TITLE COMMITMENTS AS DESCRIBED IN THE TITLE COMMITMENT, ORDER NUMBER "ABB63008498-6" PREPARED BY LAND TITLE GUARANTEE COMPANY, DATED JULY 10,2014 AND AS FURTHER DESCRIBED AND PLATTED IN THE ALTA/ACSM LAND TITLE SURVEY BY ARCHIBEQUE LAND CONSULTING, LTD., DATED JULY 11,2014J BY SIGNING THESE PLANS, THE OWNER CONFIRMS THAT THESE GRADING PLANS HAVE BEEN REVIEWED AND IS AWARE OF THE SCOPE OF THE PROJECT. OWNER OR LEGAL AGENT DATE •••2750•..., X 2751.1 /7/ /// © s e W - UGE G TEL/CATV- - OHE - E/T FFE 19 5 FG 00.0 H A PP R IDA TE z 0 i Ld w Ct 4 INVERNESS COURT EAST, SUITE 300 ENGLEWOOD, CO 80112 303.225.9125 H U Tucson - San Diego - Sacramento - Riverside - Orange - San Luis Obispo - Phoenix DATE: 06/14 5 CO 0 LU C) cU w 0_ APPROVED BY: DATE: 06/14 DATE: 06/14 DESIGNED BY: AJB Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVAII FOR THE MARKING OF UNDERGROJND MEMBER lull z ® Hw w b w - 0 0 a) QV Co co �Z (I V co 0 0 Z� W w U � 0 Sc E HORIZ : 1"= 100' VERT : N/A SHEET 1 OF 26 \\srv_tucl\RickStandards\Bentley_2006\workspace\projects\CorpStds_2005_TUC\iplot\CorpStds_2005_TUC.pen F:\4143_FedEx_Glenwood\Civil\4143_GC\4143DP_GC01.dgn 01 -AUG -2014 10:58 GENERAL NOTES - CONTINUATION 21. SAWCUT ALL ASPHALT AND CONCRETE TO BE REMOVED. WHEN REPLACING THE ASPHALT. MATCH EDGES OF SAWCUT ASPHALT AND CONCRETE AND MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE PATTERNS. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF ALL PERMANENT PAVEMENT MARKINGS INCLUDING STRIPING LINES. DIRECTIONAL ARROWS AND STALL LABELING AS NECESSARY. 23. CONTACT CITY OF GLENWOOD SPRINGS WATER DEPARTMENT AT 384-6388 FOR CONSTRUCTION WATER POLICY. ENGINEER'S NOTES 1. CURB RADII ARE MEASURED TO FRONT FACE OF CURB. 2. THE CONTRACTOR SHALL VERIFY EXISTENCE OF ALL UTILITIES BY CALLING COLORADO UTILITY LOCATER SERVICE AT "811" TWO (2) BUSINESS DAYS PRIOR TO CONSTRUCTION. THE PLAN LOCATIONS OF EXISTING UTILITIES BEING SHOWN ARE APPROXIMATE. 3. THE CONTRACTOR AGREES TO PROTECT ALL ADJACENT PROPERTY AND EXISTING IMPROVEMENTS. INCLUDING POSITIVE CONTROL OF EARTH SPILLAGE, CONSTRUCTION WATER, AND RUNOFF WATERS. 4. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. THE SOILS ENGINEER SHALL OBSERVE, INSPECT. AND TEST ALL EARTHWORK OPERATIONS. INCLUDING. BUT NOT LIMITED TO. CLEARING AND GRUBBING. SUBGRADE PREPARATION. STRUCTURAL AND TRENCH EXCAVATION AND BACKFILL. AND PLACEMENT AND COMPACTION OF FILL, IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SET FORTH IN THE SOILS REPORT. 6. THE EXISTENCE AND LOCATION OF ANY EXISTING UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ANY UTILITY NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. 7. IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS OR FIELD STAKES. THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (303) 225-9125. 8. RETAINING WALLS AND/OR SCREEN WALLS REFERENCED ON THIS PLAN ARE TO BE DESIGNED BY OTHERS. ELEVATIONS SHOWN HEREON ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL CONFIRM EXACT ELEVATIONS. ALL RETAINING WALLS AND/OR SCREEN WALLS REQUIRE A SEPARATE BUILDING PERMIT AND ARE NOT COVERED UNDER THE GRADING PERMIT FOR THIS PROJECT. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE HIS OWN EARTHWORK QUANTITIES AND SUBMIT HIS BID THEREON. EARTHWORK QUANTITIES SHOWN HEREON ARE ESTIMATED FOR PERMITTING PURPOSES ONLY AND ARE NOT TO BE USED FOR BIDDING OR PAYMENT QUANTITIES. 10. ALL NOTES SHALL CROSS -APPLY TO ALL CONSTRUCTION DISCIPLINES INVOLVED WITH THIS PROJECT. 11. FACE OF CURB REVEAL IS 6 INCHES UNLESS OTHERWISE SHOWN. 12. ALL ELEVATIONS ARE SHORTENED FOR CLARITY. REMOVING THE THOUSAND AND HUNDRED UNIT VALUES. SEE BASIS OF ELEVATION FOR FULL ELEVATION REFERENCE. 13. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE NATIVE VEGETATION WITHIN ALL OPEN SPACE AREAS AND CONFINE HIS OPERATIONS TO THE GRADING LIMITS SHOWN. 14. WRITTEN PERMISSION SHALL BE OBTAINED IN ADVANCE FOR ANY OFF-SITE GRADING. 15. THE CONTRACTOR SHALL FACILITATE THE WORK OF THE SOILS ENGINEER DURING HIS OBSERVATIONS AND COMPACTION TESTS DURING THE FILLING AND COMPACTING OPERATIONS. 16. CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO PRODUCE A SMOOTH SURFACE AND UNIFORM CROSS-SECTION. THE SLOPE OF THE EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED AND TRIMMED AS SHOWN ON THE PLANS AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES. ROOTS. OR OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. 17. THE CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES. LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEERS. ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE. SHALL BE CHARGED TO THE CONTRACTOR. 18. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH. HAUL AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. THE COST THEREOF IS TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. 19. ALL EARTHWORK OPERATIONS SHALL BE DONE UNDER THE OBSERVATIONS OF A SOILS ENGINEER AND IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SET FORTH IN THE SOILS REPORT. 20. PRIOR TO THE START OF GRADING. ALL VEGETATION AND OBSTRUCTIONS. AS WELL AS TRASH. SHALL BE REMOVED FROM CUT AND FILL AREAS AND LEGALLY DISPOSED OF OFF-SITE. ANY EXISTING IRRIGATION. DRAINAGE OR UTILITY LINES OR OTHER ABANDONED SUBSURFACE STRUCTURES SHALL BE REMOVED. DESTROYED OR ABANDONED IN COMPLIANCE WITH SPECIFICATIONS OF THE APPROPRIATE BUILDING OFFICE OR THE SOILS ENGINEER. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. 21. THE FINAL TEST RESULTS AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED AND SUBMITTED TO THE OWNER. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY. WHETHER SAND CONE. DRIVE RING. OR NUCLEAR DENSITY GAUGE. E NGINEER'S NOTES - CONTINUATION 22. EXISTING MANHOLE RIMS, VALVE COVERS. ETC., TO REMAIN IN PLACE. SHALL BE ADJUSTED TO PROPOSED FINISHED GRADE AND/OR FINISHED SURFACE ELEVATIONS. 23. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT IN ACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN PREPARED FOR THIS PROJECT. 24. IRRIGATION/ELECTRICAL SLEEVES SHALL BE 4" ABS OR PVC SCHEDULE 40. SLEEVES SHALL BE PLACED 18" BELOW FINISHED GRADE AND SHALL EXTEND 2' MINIMUM BEYOND THE BACK OF CURB, HEADER, OR SIDEWALK. SLEEVE ENDS SHALL BE MARKED UPON AS -BUILT PLANS AND SHALL BE COVERED WITH HEAVY DUTY TAPE TO PREVENT SOIL FROM ENTERING SLEEVES UPON BACK FILLING. 25. THE GENERAL CONTRACTOR SHALL COORDINATE ALL RIP RAP SLOPE TREATMENT REQUIREMENTS WITH THE LANDSCAPE CONTRACTOR. LANDSCAPE PLANTINGS AND IRRIGATION LINES WITHIN AREAS TO BE RIP RAPPED SHALL BE COORDINATED TO FACILITATE THE WORK OF THE LANDSCAPE CONTRACTOR BEFORE THE RIP RAP IS PLACED. SEE LANDSCAPE PLANS FOR PLANTINGS AND IRRIGATION LINES WITHIN AREAS TO BE RIP RAPPED. 26. THE GRADING CONTRACTOR SHALL EXCAVATE AND REMOVE THE SOIL BENEATH ALL PROPOSED RIP RAP AREAS SUCH THAT THE FINISHED SURFACE OF THE RIP RAP WILL MATCH THE FINISHED SURFACE ELEVATION AND SLOPE AS CALLED OUT ON THESE PLANS. 27. THE GRADING CONTRACTOR SHALL EXCAVATE AND REMOVE THE SOIL BENEATH ALL DECOMPOSED GRANITE AREAS SO THAT THE FINISHED SURFACE OF THE DECOMPOSED GRANITE WILL MATCH THE FINISHED SURFACE ELEVATION AS CALLED OUT ON THESE PLANS. WATER HARVESTING AREAS SHALL BE KEPT LOW TO ACHIEVE THE FULL DEPTH OF WATER HARVESTING TO THE FINISHED SURFACE OF THE DECOMPOSED GRANITE. SEE LANDSCAPE PLANS FOR DECOMPOSED GRANITE AREAS. 28. THE BOTTOMS OF ALL BIO RETENTION AREAS SHALL COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS TO FACILITATE GROUNDWATER INFILTRATION. DECOMPOSED GRANITE USED IN BIO RETENTION AREAS SHALL BE SCREENED PRIOR TO PLACEMENT TO REMOVE ALL FINE MATERIAL. BIO RETENTION AREAS SHALL NOT BE UTILIZED FOR WORKER PARKING OR MATERIAL STORAGE AT ANYTIME DURING CONSTRUCTION. 29. THE BOTTOMS OF ALL BIO RETENTION AREAS SHALL NOT BE COMPACTED TO MORE THAN 85% MAXIMUM TO FACILITATE GROUNDWATER INFILTRATION AND SHALL REMAIN EXPOSED. IE. DG, HYDROSEED OR OTHER GROUND COVER SHALL NOT BE PLACED IN THE BIO RETENTION AREA BOTTOMS. WHENEVER POSSIBLE IRRIGATION LINES AND EQUIPMENT SHALL NOT BE PLACED WITHIN THE BIO BIO RETENTION ARE BOTTOMS. BIO RETENTION AREAS SHALL NOT BE UTILIZED FOR WORKER PARKING OR MATERIAL STORAGE AT ANYTIME DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ALL BIO RETENTION AREA BOTTOMS IMMEDIATELY PRIOR TO REMOVING EARTHWORK EQUIPMENT FROM PROJECT SITE AND/OR BEGINNING LANDSCAPING ACTIVITIES. 30. ALL REMAINING DISTURBED AREAS NOT OTHERWISE ALREADY TREATED SHALL BE STABILIZED IN A FINAL MANNER IN CONFORMANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT. A NOTICE OF TERMINATION TO CLOSE OUT THE SWPPP'S NOTICE OF INTENT CANNOT BE FILED WITH ADEQ UNTIL THESE FINAL STABILIZATION MEASURES ARE IN PLACE. 31. ALL REMAINING DISTURBED AREAS. EXCEPT BIO RETENTION AREA BOTTOMS. NOT OTHERWISE ALREADY TREATED, SHALL BE STABILIZED IN A FINAL MANNER IN CONFORMANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT. A NOTICE OF TERMINATION TO CLOSE OUT THE SWPPP'S NOTICE OF INTENT CANNOT BE FILED WITH CDPS UNTIL THESE FINAL FINAL STABILIZATION MEASURES ARE IN PLACE. 32. PER 404 OF THE CLEAN WATER ACT, DREDGED OR FILL MATERIAL SHALL NOT BE PERMANENTLY OR TEMPORARILY PLACED IN ANY JURISDICTIONAL WATERS. 33. A GEOTECHNICAL ENGINEERING INVESTIGATION. INCLUDING RECOMMENDATIONS FOR GRADING PROCEDURES HAS BEEN PREPARED BY LKP ENGINEERING, INC. ALL ALL EARTHWORK OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN SAID REPORT. DATED DECEMBER 2. 2013, PROJECT NO. 13-2910. S TORM DRAIN NOTES 1. SUBSTITUTION OF ANY MATERIALS FOR CONSTRUCTION OF STORM DRAIN WILL NOT BE ALLOWED UNLESS FIRST APPROVED BY THE ENGINEER OF WORK. 2. STORM DRAINS ARE TO BE CONSTRUCTED IN COMPLIANCE WITH COLORADO DEPARTMENT OF TRANSPORTATION 2011 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SD M-603-4 OR M-603-5. THESE MAY BE MODIFIED AND/OR SUPPLEMENTED BY THE REQUIREMENTS OF THESE PLANS. 3. 6 -INCH TO 15 -INCH PVC STORM DRAIN PIPE SHALL BE J.M. RING-TITE PVC GRAVITY SEWER PIPE AND FITTINGS, SDR 35. OR EQUIVALENT. BEDDING FOR PIPE SHALL BE GRAVEL CLASS I (95% DENSITY) OR GRAVEL CLASS II (90% DENSITY). PIPE AND BEDDING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 4 HDPE STORM DRAIN SHALL BE ADS N-12 OR EQUIVALENT HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (HDPE). PIPE AND BEDDING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ADVANCED DRAINAGE SYSTEMS, INC. ATTN: STEVE WATTERS PHONE: (800)-733-8523 GRADING AND PAVING PLAN LEGEND ITEM STANDARD DETAIL SYMBOL CONCRETE PAVING STONE PAVEMENT TYPE I STONE PAVEMENT TYPE II NEW VERTICAL CURB TOP OF CURB ELEVATION FINISHED SURFACE ELEVATION FINISHED GRADE ELEVATION FLOW ELEVATION HIGH POINT TOP OF WALL EXIST ELEVATION FINISH FLOOR ELEVATION PAD ELEVATION SEE DETAIL B. SHEET 8 SEE DETAIL A. SHEET 8 SEE DETAIL A. SHEET 8 SEE DETAIL F. SHEET 8 RIDGE LINE PROPOSED SEWER PROPOSED SEWER CLEANOUT STORM DRAIN NEW WATERLINE W/VALVE RIP RAP PAD DETAIL REFERENCE PROPOSED SLOPE RIP RAP SLOPE PROTECTION EXIST CONTOUR PROPOSED CONTOUR DAYLIGHT LINE (FOR REFERENCE ONLY) (FOR REFERENCE ONLY) SEE NOTES (FOR REFERENCE ONLY) A = DETAIL IDENTIFICATION. 1 = SHEET SHOWING DETAIL SEE DETAIL J. SHEET 8 EASEMENT LINE DIRECTION OF FLOW OR SWALE NUMBER OF PARKING SPACES RETAINING WALL SCREEN WALL CURB ACCESS RAMP CONCRETE SIDEWALK FOR REFERENCE ONLY, SEE AND PAVING GENERAL NOTE SEE DETAIL C. SHEET 8 CDOT SD M-609-1 HANDICAP PARKING EXIST SEWER AND MANHOLE EXIST WATERLINE W/VALVE EXIST UNDERGROUND ELECTRIC EXIST GAS LINE EXIST CURB & PAVEMENT PROJECT BOUNDARY VARIABLE SLOPE BUILDING NUMBERS ELEC TRANSFORMER LINE GRADING 8 SHEET 2 (FOR REFERENCE ONLY) TC 52.50 FS 52.00 FG 57.0 x FL 52.00 HP TW 64.0 (49.50) FFE 57.00 PAD 49.5 0 ....2750......... X2750-� 5 23 Know. what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVA I I FOR THE MARKING OF UNDCRGRCJND MEMBER UTII IES MEE 1111111 MOM MEM w I- 0 z 0 in w w cr w I- a 0 >- m 0 z 4 INVERNESS COURT EAST, SUITE 300 ENGLEWOOD, CO 80112 303.225.9125 E C w c 60 Y Tucson - San Diego - Sacramento - Riverside - Orange - San Luis Obispo - Phoenix w 0 0 z ' w 0_ APPROVED BY: cc cif cif CDC - Z N)1 VN cn o Z� 0z cu 4 0 J Sc HORIZ : N/A VERT :N/A SHEET 2 OF 27 \\srv_tuc1\RickStandards\Bentley_2006\workspace\projects\CorpStds_2005_TUC\iplot\CorpStds_2005_TUC.pen F:\4143_FedEx_Glenwood\Civil\4143_GC\4143DP_GCO2.dgn 21-JUL-2014 16:04 7 © 2014 Rick Engineering Company KEYNOTES 10 6" VERTICAL CURB (TYP) Q CURB ACCESS RAMP PER ADA STANDARDS (TYP) 5'WIDE MINIMUM CONCRETE SIDEWALK (TYP) Q 5'WIDE MINIMUM PEDESTRIAN CROSSING 5❑ STANDARD PARKING SPACE (TYP) (9'x 17' W/3' OVERHANG = 9'x 20') HANDICAP PARKING SPACE (TYP) (9'x 20') 8' HIGH FENCE PER SECURITY ACCESS GATE GATE ENTRY ACCESS PEDESTAL CONCRETE PAVEMENT TYPE I STONE PAVEMENT TYPE II STONE PAVEMENT CONCRETE HEADER (TYP) 1* -2 P A R °•.r L go- 5- ('. • 900 •.... 5910 EXIST ROADWAY TO REMAIN 140°4) GE �PQ�� G 365 MwP P 6� 3A3' og SCALE: 1"= 30' CONTOUR INTERVAL: 1' 0' 15' 30' 60' U, S . S 111!X 39a; PG 449 PORT J ON OF IEJ.K 215; PG 316 Prrf\ r r #2185-21J-00-001 J/L ES crk „b, ................................... ... r FA N ! ....... ..... ............ i. ........... .......... .. !!!! ... .................. ... ............. ... i.::!::!: ................... ....................................... .>;:".;.0...." :::I:: • • \ EMPLQYEE `•••, PARKING, LrOT 0 ■ 15 0 >e,-HeLki) .. .... . • ... .............. ................ ..... ----•...... ........ ..................... ...... .... ::::::':::::�:;::;:��:'''�:��•��.:�:::::::..:;::-; • M1`E .............................. .... .... .................................................................................. ......... ................................ ................ ... ........... • ..... . .................. ..... “ TPih........... ....... .......10 5 • 855...... 5 • " ••• ":1" ........................................................................................ ........... gg:::11....111.11.;•::::::: :: ;.::::::............................ ... ... ....':5860 .::.......... . •:.58'5. .......... 8. �S• 6 D. 85 ........... 660.40' ••• ................................ .......... i• ................... ••••••••::::••••••••11•••••••••• ........ :582--'- • .• ........................... .................. ................. ........... ............ .... ............................................................................... ...................... ...... .. . ................................. ............... ... ..................................... ...................................... .... ...... .... • • • . „ .......... .. ..:................ . 2:1:•••••••111•••••••'• ... .8.90. .......• ... J • .. ......... C................. _ .......... ............. RIVER CENTERLINE s or '4 E EXISTING HIGHWATER MARK ROARING FORK RIVER 3462C S 31/ 100 YEAR FLOODPLAIN PER FEMA PANEL *0802 5 E E 0 1453B EFFECTIVE DATE JANUARY 3, 1986 PROPOSED ABOVE GROUND WATER TANK & PUMP HOUS STATION PER SEPARATE PLANS w I- 0 z 0 tn w cc .17 4 INVERNESS COURT EAST, SUITE 300 ENGLEWOOD, CO 80112 303.225.9125 H U 0-4 rickengineering.com Tucson - San Diego - Sacramento - Riverside - Orange - San Luis Obispo - Phoenix 0 z w z 0 z W o" DATE: 06/14 DATE: 06/14 a - m CM w U DATE: 06/14 DATE: 06/14 DESIGNED BY: AJB Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILIES co O Q V co 0 z_ N a 0 W U1 O z O 0z W W QJ C'3 V 0 J A L E HORIZ : 1" = 30' VERT :N/A SHEET 4 OF 2 7 \\srv_tuc1\RickStandards\Bentley_2006\workspace\projects\CorpStds_2005_TUC\iplot\CorpStds_2005_TUC.pen F:\4143_FedEx_Glenwood\CiviM143_GC\4143DP_GC04.dgn 21-JUL-2014 15:54 6\s 7 LiJAHLHIILLIUKAL AND STRUCTURAL •.PLANS SCALE: 1'= 20' CONTOUR INTERVAL: 1' N 'cS TRUCK LOADING AREA PER 0?�, ARCHITECTURAL AND 7 4 STRUCTURAL' PLANS 18ti-fl E= 5T SAWCUT AT 1' MINIMUM, REMOVE EXIST CURB AND PAVEMENT AS NECESSARY TACK. AND JOIN NEW PAVEMENT TO EXISTING PAVEMENT O CURB ACCESS RAMP PER 03 NEW VERTICAL CURB PER Q NEW CURB AND GUTTER PER 05 NEW CONCRETE HEADER PER © END OF VERTICAL CURB TRANSITION PEDESTRIAN CROSSWALK 5' WIDE MINIMUM CONCRETE SIDEWALK PER CDOT SD M-609-1 (9� NEW "STOP" SIGN R1-1 © 2014 Rid: Engineering Company PEDESTRIAN ACCESS GATE 8' HIGH FENCE PER PROPOSED RETAINING WALL PER ARCHITECTURAL AND STRUCTURAL PLANS BOLLARDS PER BIO BASIN - SEE DETAIL �9 ® PROPOSED RETAINING WALL WITH FENCE ABOVE ARCHITECTURAL AND STRUCTURAL PLANS STORM DRAIN OUTLET PROTECTION, SEE DETAIL PROVIDE CONCRETE SPLASH BLOCK AND 3'x 3" HAND PLACED ANGULAR ROCK RIP RAP PAD D50=6". T=16" OVER 1 LAYER MIRAFI 180N FILTER FABRIC OR EQUIVALENT @ RAIN WATER LEADER, SEE GENERAL NOTE 26. COORDINATE WITH MECHANICAL DRAWINGS FOR LOCATIONS. NOTE: NOT ALL RIP RAP SHOWN FOR CLARITY 10' VERTICAL PAVEMENT TRANSITION WARP FROM W 0" TO 5" REVEAL, SEE DETAIL 8 STORM DRAIN CLEANOUT PER DEPRESSED CURB, SIZE PER PLANS. PROVIDE RIP RAPa SEE DETAIL 8 TYPE C CATCH BASIN INLET PER CDOT SD M-604-10 2'x 2' NYLOPLAST CURB INLET STRUCTURE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 24" NYLOPLAST DRAIN BASIN W/ SOLID COVER MODEL #2499CGC INSTALLED PER MANUFACTURER'S SPECIFICATIONS TYPICAL SLOPE TREATMENT FINAL SLOPE TREATMENT (UNLESS OTHERWISE NOTED IN THE SOILS REPORT OR ON THIS PLAN) SHALL BE AS FOLLOWS: STEEPER THAN 1:1 1:1 TO 1.99:1 OVER 2' IN HEIGHT 2:1 TO 2.99:1 OVER 2' IN HEIGHT - RETAINING WALL - GROUTED ROCK RIP RAP PER DETAIL - HAND PLACED ANGULAR ROCK RIP RAP D50=8"MIN. T=8"MIN (JON)OVER 1 LAYER MIRAFI 180N FILTER FABRIC OR EQUIVALENT - REVEGETATED PER LANDSCAPE PLANS \\srv_tuc1\RickStandards\Bentley_2006\workspace\projects\CorpStds_2005_TUC\iplot\CorpStds_2005_TUC.pen Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILIES F:\1143_FedEx_Glenwood\CiviN4143_GC\4143DP_GC06.dgn 21-JUL-2014 15:56 N� © 2014 Rick Engineering Company 15" CAST IRON VALVE BOX 15" ROUNDED ROUNDED 30.. VERTICAL CURB F :11- o NOTES: 1.ALL THICKNESSES SHOWN ARE MINIMUM COMPACTED MATERIAL WHICH SHALL BE REVIEWED AND APPROVED BY GEOTECHNICAL ENGINEER. 2.REFER TO THE FXG SPECIFICATIONS FOR THE MAXIMUM AND MINIMUM GRAVEL PAVEMENT SLOPE REQUIREMENTS. 6" FRAME AND COVER. RIM ELEVATION PER PLAN. 1" I 6" 6'LONG PRECAST WHEELSTOP PER � a a CONCRETE TOP CONCRETE TOP CENTERED IN PARKING SPACE. SECURE PER MANUFACTURER'S 1/2 "BITUMINOUS REVISION MI NH 'Y FINISH GRADE OR SURFACE M RECOMMENDATIONS. A PAVEMENT JOINT FILLER SIDEWALK WHERE ) 8�� DIAMETER. NOMINAL \: ? - o ?.:..\��,�1•... t. - - 6" DIAMETER. SCHEDULE //SCHEDULE 40 STEEL PIPE. 8 SECTION •f,;; ;"' 0WIce ON PL=AN r:'..:a' Y— ; �. ': o I ;, N a 40 STEEL PIPE. FILL WITH CONCRETE. PAINT: OSHA YELLOW a , 1 ;1- FINISH I IIHJII FILL WITH CONCRETE. PAINT: OSHA YELLOW FINISH TYPE I I STONE TYPE I STONE 12 DIA. HDPE T` . / CONCRETE ��- OR PVC RISER �� CONCRETE ..,.._ :q; A ::a;f'...A`,. "' `.`x ::;^•j.:�::: ¢ ��I, •- � ".._ ...., :.::;<q:,:.,.' ,.:.,' :�?' ''":;:°;.:. t ,. :,:•:.e:`, :<«;q.%,:...;e pit . ' ax,"""`' �' / HDPE OR PVC �• TEE CONNECTION .� PAVEMENT PAVEMENT SLOPE REFER TO NOTE 2. PAVEMENT > .�� CONCRETE WHEEL STOP I GRADE/PAVEMENT } GRADE/PAVEMENT . \ - O .tart. -: 44.-..:.=,.:-:....::.r:.:-:.::.= 71��t�f��:�T�I�1,rl�f' Wr rY-.r' r d--� r�-.L-r=w rt-r=r�.Y-- co �� \ \ SLOPE J J X ".:.: > . CONCRETE .; -. - :' `•' CONCRETE _ - - PER PLAN , - ='' ='= - 374.4.4.41,43? -- �' HDPE OR PVC PIPE ��\\� A�»` 1>S OINVERT ELEVATION PER PLAN ,•, :, •' ';;i .:..' " :: <' •.'i:! v:.'..: `' •= " e:.. FOOTING o .; aa.;:°; 'd`: `'°' :�i:9:;, :.; : :;:` a `ro.:: = ••"s:A,% FOOTING ' / \\�j\ '/\//\ j\� \�j\�j�/, COMPACTED A DTL: WSTOP01 NO SCALE © 8" x 24" SUBGRADE FABRIC FABRIC PAVEMENT SIZE AS NOTED ON HDPE OR PVC 90° DATE CONCRETE BERM „ 1 CHAMFER. PLAN BEND AT BEGINNING OF SYSTEM DRAIN CLEANOUT _Y in �;.:::' °: -;.a,,,,.� ":::;;:,; a.: `' E Op 3'-0"BERM �' 4 TOPSOIL 8" BOTH SIDES TACK COAT AT A 1'-6"` •.,:': °°': `= `� >``` ®STONE NO SCALE 00 DIAMETER .;ro,:s S� ES VP�y SEEDED(TYP) //PAVEMENTJOZNT it OSTORM NO SCALE L 2'-0" J o Z DIAMETER BOLLARD DETAIL / 7%«%/ SLOPE ASPHALT CONCRETE ASPHALT o�r 'Q i r 0 2 4.4 .... 424.4.,- Y‘ \ % �� ;�� o ,. e? .....•• Qj '• •�o4`_= Q �, I1i1=1i1=1i1 III -1 I—III—III—I —III—I 1 11—Iil=lii-li4W I -111=1I1=1 =1 1=11.: I a . ,. ,,,TT ? 7` ''r`• ,fi O N CURB LINE PER PLAN _ NO SCALE ` ` II' D P • T S IP IF ' ` ` ` I 1-1 1=1 1=1 I I I11111 11—III—I 1-1 I I -= I III—III— '� H VARIES 0"-6" H COMPACTED IMI 111111 I -111—I 1 111111/11 I11 I=II I I i—I I II �__I' I IT1 11111 11/11111 NOTE: PAVEMENT BEFORE COMPACTION (INSTALL ADDITIONAL 3/4"X EALANT 8" SIDEWALK WHERE SHOWN PER 3"WIDE ALONG PERIMETER) (TYPICAL) PLAN SUBGRADE - #4 REBAR BREAK TRANSITION SIZE CAN 4"AT VARY ACCORDING TO DOOR �� = . �I ' ' •b• 1. -al. .. PAVEMENT A_-�_- - -2 =u- �j , D ' iii SECTION $ 111 6"CONCRETE ( 2500 PSI MIN) _��:��: ;��f%f,. ALL E 8 C JOINTS CONCRETE SPACING AND USAGE CURB DETAIL - 1 - N : :, W/6 x6 W1 .4xW1 .4 WWF ':.` ,_._.r.__..._.,_._ - - ...:fa;;i iit-.. r ._.,_..__.._._.__.__.,_.._"rer.__..._.. iiiiiii tafi ra .L -."•.-sr: .+-• S-.Y-v-r-�rr_._ LTi . •-• iL RICK4 INVERNESS COURT EAST, SUITE 300 J-4143 ENGLEWOOD, CO 80112 303.225.9125 ENGINEERING COMPANY rickengineering.com Denver Tucson - San Diego - Sacramento - Riverside - Orange - San Luis Obispo - Phoenix DATE: 06/14 DATE: 06/14 �__ •HAND ''''4,11'4%...7ifq 111=HI =1 I I 11=HI—III 11=111=111=111=1 GEOTEXTILE FABRIC AS (D NO SCALE PLACED ANGULAR ROCK VERTICAL RIP RAP. D50-8 MIS °l. . �11� ' �� EMBED ROCK TO A DEPTH OF I/2 D50 Iti B REQUIRED BY DESIGN ASPHALT AT CONCRETE SECTION 8 CURB PER CURB W/ FLUSHED PAVEMENT M CHECKED BY: THM APPROVED BY: PJI 45° QVERT SCALE FIXED ARM WITH 3 STRANDS NO SCALE z OF BARBED WIRE 1 5/8" OUTSIDE a1 .i x...:.: PER PLAN 1c.12� 411GROUTED RIP RAP SLOPE TREATMENT CURB OPENING Y a `n ? c� SIDE DIAMETER TOP RAIL FS PER PLAN \.. F,�2\ ��Q PER PLAN a a o a O m LINE POSTS -2 3/8" OUTSIDF� DATE: 06/14 DATE: 06/14 NOTE: FOR OTHER CONSTRUCTION DTLT AIM-608-1LS. SEE 2012 COOT STD NO SCALE z i a V' O ' w a Q u- z J DIAMETER CORNER POSTS - 4 OUTSIDE SPACING WILL EBER10'-O" ONSCENTER BOTTOM RAIL OR TENSION WIRE ., Min OlgiewteSasili /.��1. .- ` �,� ��``� ``�/V' Y .-• 1 - 1 LAYER 1' HAND PLACED ANGULAR RIP VERTICAL I ,� MO = CONCRETE FOOTING 5' V ,: �, MAX: •.-.:: :'':=.' RAP D50� Q= " MIN.Oo T=8" MIN OVER 1 DESIGNED BY: AJB DRAWN BY: AJB x a Q SEE NOTES FOR FOOTING SIZES NOTE: THE CONTRACTOR UNDER THE WILL MATCH RIP THE CURBRTICAL PER $ LAYER FABRIC PLAN. SHALL EXCAVATE AND REMOVE THE RAP PAD SO THAT THE TOP OF THE FINISHED ELEVATION CALLED OUT RIP RAP APRON 0 MIRAFI 180 OR EQUIVALENT. SOIL RIP RAP ON THE PLAN. N FILTER WIDTH PER PAD 8 CURB PER RIP RAP WHERE awl ni E- m V TYPICAL FOR FENCE AND GATES FINISH GRADE 11 CURB ACCESS RAMPS SHOWN ON PLAN s�� SIZE PER PLAN mr�ilse' r.�_7:00:9 ��'�� `;osio;s-- .,...... ggeO sO` 410e- win,. P% ,� � „1.5' A A II—i!N—_I v,°� ``' I �— � �- . ' � �—� � FOOTING SIZES: z w �^ �' N I I= = y - I I = = �_ .. �� :. I III_ I I �— I 1. LINE POSTS -12 DIAMETER X 36 DEEP = 2. CORNER AND TERMINAL POSTS- 12" DIAMETER X 42" DEEP O NO SCALE NO SCALE � '`✓ 0 / /IbmF / DEPRESSED CURB VARIES PER PLAN VARIES v rnfi SEE NOTES} =1 I II 3. GATE POSTS -24" DIAMETER X 48" DEEP 4' LOCAL 3 2 >< (� TYPICAL AUTHORITYIGHT HAVINGSTRICTIONS JURISDICTIONTH FENCE DETAIL Pa�1� 1 VARIES "r -VERIFY �� IIII=_4-ttticall��eill�t�Lli'= =1.� il-iu7;i_III 2 LAYERS DUMPED ANGULAR = ROCK 1` `� NO SCALE K NO SCALE ..... VERTICAL .:;.; CURB NOTE: THE CONTRACTOR UNDER WILL MATCH THE 6;,� RIP RAP D50�"MIN. OVER 1 LAYER MIRAFI FABRIC OR EQUIVALENT SHALL EXCAVATE AND REMOVE RIP RAP PAD SO THAT THE TOP THE FINISHED ELEVATION CALLED RIP RAP CHANNEL T=12" 180 N FILTER (TYP) THE SOIL OF THE RIP OUT ON MIN RAP PAD THE PLAN. 3'-0"BERM GUTTER 6" WIDTH VARIES REFER TO NOTES w_ V TC ELEV SHOWN ON PLANS CURB END TRANSITION SEC 27, )OD SPRIT GUTTER y 4" TOPSOIL } " - w 1 CHAMFER ._.m SLOP S �E vW I SEEDED SLOPES (TYP) TYPICAL N SLOPE 'a DTL:CURBEND NO SCALE 6 . Ulu) PAVEMENT NO SCALE 0— I _ 1=1 I1=1I I sst --��--.� -�� I/' �� ' \.� 121 .� '� .a:;;,::E.i�i��.i�i��.�/ .' .4'. ., ,:,.•. ''„: -° ` ' � ••/��• —11I-11I—I I 1 -11I -111—I I.I•�f 111-111-111—I I I— 111—I I i% s=1e...._I=1,1=1:If_I1.1 '� "'��:.y�:��._._�i SVA .: a' `" 1' 1' PER PLAN 1' 1' AGGREGATE 11—III —III —III —III —II — III—III—III—III—I1 I I I—III—III I I—III—I BAS I—III— 1I- GEOTEXTILE FABRIC AS COMPACTED REQUIRED BY DESIGN { x E SUBGRADE NOTES: #4 REBAR. BENT. 1. 3'-0" WIDE GUTTER AT PERMANENT CONCRETE HEADER 811® t / Know what's below. Call you dig CALL 2 BUSINNESSESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILIES I -i 12" ...`\ 4• �� ___ _ ___ __ A. ' /•, 12" 6 X 12 CONCRETE HEADER DETAIL SPACED @ 24" O.C. TRAILER BACK IN PARKING. 5 - #4 REBAR EQUALLY SPACED BREAK 4" AT CONSTRUCTION ALL EXPANSION & 2. 1'-6" WIDE GUTTER AT TRACTOR JOINTS AND AUTO PARKING WHERE CURB AND GUTTER ARE REQUIRED BY DESIGN FOR DRAINAGE. CONCRETE CURB GUTTER � \ g GROUTED RIP RAP CHANNEL 41000NCRETE NO SCALE S G HORIZ : N/A 0 NO SCALE E VERT : N/A NO SCALE SHEET 8 OF 27 \\srv_tuc1\RickStondards\Bentley_2006\workspace\projects\CorpStds_2005_TUC\iplot\CorpStds_2005_TUC.pen F:\4143_FedEx_Glenwood\CiviM143_GC\4143DP_GC08.dgn 21-JUL-2014 16:05 7 N N © 2014 Rick Engineering Company rJ ri t NOTE: 1. IF WATER MAIN IS NOT UNDER ROAD SURFACE, REP! ACE TOP ONE FOOT OF TRENCH WITH TOPSOIL AND REVEGETATE PER REVEGETATION DETAIL ON SHEET C4.1. VARIES FINISHED GRADE 12" (TYP.) DEPTH OF ASPHALT & BASE r 1 COURSE PER PLANS TOPSOIL z_ 4 w r SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA & COSH REQUIREMENTS CLASS 6 AGGREGATE COMPACTED TO 95% STANDARD PROCTOR IF LOCATED IN CITY OF GLENWOOD SPRINGS R.O.W., OTHERWISE SELECT ON-SITE MATERIAL TO 95% STANDARD PROCTOR. IF LOCATED IN PRIVATE ROADWAYS OR PARKING AREAS & COMPACTED TO 90% STANDARD PROCTOR IF LOCATED IN OTHER EASEMENTS, LOTS OR SPACES. CLASS 6 AGGREGATE BASE COURSE WILL BE REQUIRED IN F THE ENGINEER DETERMINES THAT THERE IS ND SUITABLE SELECT MATERIAL ON-SITE. CONTRACTOR TO INSTALL 12 GAUGE INSULATED COPPER TRACER WIRE ON WATER MAIN. CLASS 6 AGGREGATE BASE COURSE WITH COMPACTION DENSITY OF 95% STANDARD PROCTOR. TRENCH SUBGRADE MUST BE COMPACTED TO 95% STANDARD PROCTOR DENSITY Bc+18' TRENCH CROSS SECTION N.T.S. 1 z 3 a CC w n. t OPSOI L SEE MANUFACTURERS RECOMMENDATIONS FOR RESTRAINED LENGTH FROM FITTINGS. MEGALUG (TYP) FITTING TIE DOWN RODS MIN. 246 REBARS ASPHALT COATED CLEARANCE AT HUB TIE DOWN RODS MIN. 246 REBAR ASPHALT COATED THRUST BLOCK (SEE CHART FOR BEARING AREAS) FITTING NOTES: 1.) USE MEGALUGS FOR C-900 PVC 2.) FOR STEEL AND DUCTILE IRON PIPE. IF MEGALUG IS NOT USED, THEN THE FOLLOWING IS TO BE USED: RESTRAINED JOINTS, WELDED JOINTS, OR TIE RODS, ALL WITH ANCHOR BLOCKS. (SEE SEPERATE DETAIL FOR THE ABOVE SYSTEMS) PIPE MIN WEIGHT OF ANCHOR BLOCK SIZE 00° BEND 45° BEND 22 i ° BEND 2" 150# 1500 150# 3" 9000 4501/ 150# 4" 1590$ 9004 4504 6" 60400 2360$ 6800 8" 12,2800 57400 19600 NOTE: WEIGHT OF CONCRETE EQUALS 1500/CU. FT. CONCRETE TO BE 3000 PSI AT 28 DAYS \_ ANCHOR BLOCK (THRUST UPWARD SEE TABLE FOR SIZE) EXTEND BLOCK INTO SIDES OF TRENCH. PROVIDE TIE RODS FOR VERTICAL BENDS PER MANUFACTURERS RECOMMENDATION SEE MANUFACTURERS RECOMMENDATIONS FOR RESTRAINED LENGTH FROM FITTINGS. TIE RODS PIPE SIZE BEND ROD DIA. MIN. LENGIH OF ROD * 4" 900 3/4" 22' 16.0 45° 3/4" 7' 7,3 22 1" Z 3/4" 2' 6" 90° 4/4" 35' 8" 450 3/4" 10' 6.0 22 -2° 3/4" 3' 3" 90° 1" 48' 4" 453 3/4" 14' 2.0 22 7" 3/4" 4' 12" 90° 11/4" 78' 45° 3/4" 22' 22 2 ° 3/4" 6' 'ACTUAL LENGTH OF ROD TO BE LONG ENOUGH SO EYE HOOK CAN BE PLACED BEYOND FIRST COLLAR OR HUB AS SHOWN IN THE LENGTH OF ROD COLUMN. VERTICAL BEND ANCHOR DETAIL USING MEGALUGS NOTES: 1. PAVEMENT REPLACEMENTSHALL MEET EXISTING THICKNESS AND KIND WITH THE FOLLOWING MINIMUMS: 1.1. ASPHALT SURFACING =3" MIN 1.2. AGGREGATE BASE COURSE = 15" MIN 2. IF WATER MAIN IS NOT UNDER ROAD SURFACE, REPLACE TOP ONE FOOT OF TRENCH WITH TOPSOIL AND RE VEGETATE VARIES 12" (TYP.) IN N.T.S. EXISTING ASPHALT TO BE SAWCUT (TYP,) DEPTH OF ASPHALT & BASE rCOURSE TO MATCH EXISTING SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA & COSH REQUIREMENTS CLASS 6 AGGREGATE COMPACTED TO 95% STANDARD PROCTOR IF LOCATED IN CITY OF GL ENWOOD SPRINGS R O.W., OTHERWISE SELECT ON-SITE MATERIAL TO 95% STANDARD PROCTOR. IF LOCATED IN PRIVATE ROADWAYS OR PARKING AREAS & COMPACTED TO 90% STANDARD PROCTOR IF LOCATED IN OTHER EASEMENTS, LOTS OR SPACES. CLASS 6 AGGREGATE BASE COURSE WILL BE REQUIRED IN F THE ENGINEER DETERMINES THAT THERE IS NO SUITABLE SELECT MATERIAL ON-SITE. CLASS 6 AGGREGATE BASE COURSE WITH COMPACTION DENSITY OF 95% STANDARD PROCTOR. _ I BENCH SUBGRAUE MUST BE CUMPACI EU TO 95% STANDARD PROCTOR DENSITY Bc + 18" TRENCH CROSS SECTION N.T.S. SEE TABLE BELOW WORD "WATER" ON COVER RECESS TOP OF VALVE BOX 1/8" TO 1/4" BELOW FINISHED GRADE %N%�\%X\%�\ ADJUSTABLE C.I. VALVE BOX 5" BARREL 2" COMPRESSION MAIERIAL [0 PREVENT ROADWAY SHOCK FROM BEING TRANSMITTED TO VALVE TRACER WIRE PROVIDE BOND BREAKER AT ALL FITTINGS BENDS & ELBOWS DEAD END LINE \>X\9>\W MIN COVER TYLER 6860-F VALVE BOX W/ #160 WIDE OVAL BASE OR APPROVED EQUAL GATE VALVE CLASS 250 r PRECAST CONCRETE BLOCK MAIN LINE GATE VALVES TO HAVE JOINTS SAME AS WATER MAIN OR AS SPECIFIED FOR MAIN LINE FITTINGS. W1 GATE VALVE DETAIL N.T.S. N p AREA TEE ! f ni' 'lL --I D I -- SEE TABLE BELOW AREA PLUGGED TEE FOR FUTURE_ CONNECTION SEE TABLE BELOW ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTRUBRED SOIL. WHERE THIS IS NOT POSSIBLE TIE ROD SHALL BE USED. TYPICAL_SECTION THRU THRUST BLOCK MINIMUM THRUST BLOCK BEARING AREAS IN SQUARE FEET PIPE SIZE 90° BEND 45° BEND 22 1/2° BEND TEE PLUG GATE VALVES NOTES 12" 16.0 8.7 4A 11.3 7,3 SOIL BEARING PRESSURE IS ASSUMED TO BE 3000 P.S.F. WHERE SOIL BEARING VARIES FROM ABOVE, REQUIRED BLOCK AREA MAY BE MODIFIED ACCORDINGLY, IN NO CASE SHALL BEARINGS AREA BE LESS THAN 2.0 FT. SQ. STANDARD TEST PRESSURE IS CONSIDERED AT 200 P.S.I. CONCRETE STRENGTH TO BE 3,000 P.S.I., 28 DAY TEST. MINIMUM WEIGHT OF THRUST BLOCKS SHALL BE 1.000 LBS. 10 " 11.1 6.0 3.1 7.8 4.5 8" 7.1 3.9 2.0 6.0 2.4 6" 4.0 2.2 2.0 2.8 0.7 4" 2.0 2.0 2.0 2.0 0.5 3" 2.0 2.0 2.0 2.0 0.5 THRUST BLOCKS FOR WATER MAIN N.T.S. Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILIES APPRIDATE O La w cr m 0 Z V 4 INVERNESS COURT EAST, SUITE 300 ENGLEWOOD, CO 80112 303.225.9125 U r rickengineering.com 0. 0 O I W L 2 I- cD O DESIGNED BY: AJB gcr O Q O CL APPROVED BY: m tL Dm CC C] 0 z 0 0� J 11 '51 0 on °0 O CC c6 co 0 Z re.;cc d V N No -3 a0 0 J S� E HORIZ : N/A VERT : N/A SHEET 10 OF 27 \\srv_tuc1\RlckStandards\Bentley_2006\workspace\projects\CorpStds_2005_TUC\Tplot\CorpStds_2005_TUC.pen F:\4143_FedEx_Glenwood\CTvJI\4143_GC\4143DP_GC10.dgn 21-JUL-2014 16:05 7 KEYNOTES (I> CONTRACTOR TO VERIFY EXIST WATER METER AND EXIST WATER LINE LOCATION PRIOR TO CONSTRUCTION. RELOCATE THE EXISTING 3'4' DOMESTIC WATER METER TO THE WESTERN PROPERTY LINE ALONG AIRPORT CENTER ROAD, CONNECT AND ATTACH 1" BACKFLOW PREVENTER & 1" COLD WATER LINE. (REFER TO MECHANICAL DRAWINGS FOR CONTINUATION INTO BUILDING) PROPOSED 6" FIRE SERVICE. (SEE MECHANICAL DRAWINGS FOR CONTINUATION INTO BUILDING) 3 PROPOSED IRRIGATION LINE. (REFER TO LANDSCAPE DRAWINGS FOR SPECIFICATIONS AND CONTINUATION OF IRRIGATION MAIN) NOTE: 1. REFER TO ELECTRICAL PLANS FOR CONSTRUCTION OF ELECTRICAL MAIN LINE. 2. REFER TO LANDSCAPE PLAN FOR ADDITIONAL CONDUIT AND IRRIGATION SLEEVES. 3. SEE ELECTRICAL DRAWINGS FOR LIGHTING, ELECTRICAL AND TELEPHONE LINES LAYOUT. 4. REFER TO PAVING/GRADING PLANS FOR CONSTRUCTION OF STORM DRAIN. WITH TH %'Y UTILITY COMPANIES FOR CONNECT TO EXIS NG UTILITI z w I 0 cc Q z 0 w CC PROPOSED JOINT USE TRENCH SCALE: 1"= 40' CONTOUR INTERVAL: 1' 0' 20' 40' BO' X 5900 .......... PROPOSED LEACH' FIELD ................•... ,591D" SEE SEPTIC-SYS.TEM l7ESI'GN� SHEET 14 ....... 1.)�yNp IA' ' O. .................. '..' .PROPOSED STORM DRA PER GRADING /.. - .... . .. .......... ......... 1... .. . .........."t. r .................................................. ...................................................................: ....................... ..... ................... ........ .... . ................. f rte-- :..:: S8• • 5 8 8 5 6 _ - S ss. ------- - --- . ........... ........... PROPOSED SEPTIC TA' ''-SEE SEP.TfC- SYSTEM DESIGN, SHEET 14 NOTE: THIS PROJECT WILL BE CONNECTING AND BE SERVED BY GLENWOOD SPRINGS WATER NEW ABOVE GROUND TANK AND PUMP HOUSE PER SEPERATE PLANS & PERMIT To16 OF - BANK • • ROARING FORK RIVER ! rr i::52Sa�. -:l'�tQin r Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILIES \\srv_tuc1\RickStondards\Bentley_2006\workspace\projects\CorpStds_2005_TUC\iplot\CorpStds_2005_TUC.pen F:\4143_FedEx_Glenwood\CiviM143_GC\4143DP_GC12.dgn rn V 4 INVERNESS COURT EAST, SUITE 300 ENGLEWOOD, CO 80112 303.225.9125 H U F--1 ricken gine a ring.com Riverside - Orange - San Luis Obispo - Phoenix Tucson - San Diego - Sacramento 0 0 w z z w o" APPROVED BY: DATE: 06/14 DATE: 06/14 DESIGNED BY: AJB 0 E HORIZ : 1"= 40' VERT : N/A SHEET 12 OF 27 21-JUL-2014 16:05 EXISTING GROUND EXISTING GROUND EXISTING PAVEMENT PLAN VIEW *SHALL EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION. 70' MIN. GEOTEXTILE EROSION CONTROL (CLASS 2) ELEVATION SECTION 12' MIN. EXISTING PAVEMENT (DEPTH VARIES) EXISTING GROUND GEOTEXTILE EROSION CONTROL (CLASS 2) SECTION B -B NOTES: 1. AGGREGATE FOR THE CONSTRUCTION ENTRANCE SHALL CONFORM TO SUBSECTION 208.02 (K). 2. THE CONTRACTOR SHALL PROTECT CURB AND GUTTER THAT CROSSES THE ENTRANCE FROM DAMAGE. PROTECTION OF THE CURB AND GUTTER WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. VEHICLE TRACKING PAD DISTURBANCE RIP RAP PER APPROVED SEDIMENT CONTROL GRADING PLANS STRUCTURE (FILTER SOXX OR EQUIVALENT) STORM DRAIN' fu. INLET PROTECTION (GRAVEL BAGS) STORM DRAIN INLET PROTECTION (GRAVEL BAGS) STORM DRAIN INLET PROTECTION, (GRAVEL BAGS) c c C ORM DRAIN INLET PROTECTION (GRAVEL BAGS)-- SIGN AGS) or SIGN LIMIT OF BERM PF PF PF i I--- 9' MIN. ---� 15 MIN. 24" CONCRETE WASHOUT —PF 18" MIN. _ EXCAVATED AND CONTAINMENT AREA RAMP P3:1 T TRUCK ACCESS PLAN VIEW 4' MIN. TEMPORARY BERM 2:1 (TYP.) PF FENCE 5' MIN. EXISTING GROUND EXCAVATED AREA 18" MAXIMUM STORAGE IS 2/3 OF VOLUME AREA SECTION A—A NOTES: 1. EROSION BALES MAY BE USED AS AN ALTERNATIVE FOR THE BERM. 2. A FENCE (PLASTIC) CONFORMING TO SUBSECTION 607.02 SHALL BE INSTALLED AROUND THE CONCRETE WASHOUT AREA, EXCEPT AT THE OPENING. 3. THE CONCRETE WASHOUT SIGN SHALL HAVE LETTERS AT LEAST 3 INCHES HIGH AND CONFORM TO SUBSECTION 630.02. CONCRETE WASHOUT STRUCTURE FENCE (PLASTIC) STABILIZED CONSTRUCTION ENTRANCE (SEE NOTE 2) O 15 O SEDIMENT CONTROL STRUCTURE (FILTER • SOXX OR. EQUIVALENT) • LIMITS OF/ DISTURBANCE SEDIMENT CONTROL STRUCTURE (FILTER SOXX OR EQUIVALENT) m co i i 1 0 O 0 SCALE: 1"= 50' CONTOUR INTERVAL: 1' 0' 25' 50' 100' LEGEND STABILIZED CONSTRUCTION ENTRANCE (SEE VEHICLE TRACKING PAD DETAIL) STRAW WATTLE EROSION LOGS ® GRAVEL BAG SEDIMENT CONTROL STRUCTURE --IF—LIMITS OF DISTURBANCE —S PROPOSED STORMWATER FLOW —C- EXISTING STORMWATER FLOW NOTE: IN THE EVENT OF A SPILL, THE OPERATOR SHALL REPORT ANY NONCOMPLIANCE TO CDPHE AT 1-877-518-5608 OR FAX (303) 782-0390. TOTAL AREA OF DISTURBANCE: 8.9 AC RECEIVING WATERS 1. ROARING FORK RIVER STORMWATER POLLUTION CONTROL NOTES 1. CONTRACTOR TO DELINEATE GRADING LIMITS BY FLAGGING SITE AT 100' INTERVALS. 2. STABILIZATION CONSTRUCTION ENTRANCE SHALL BE 12 FT WIDE, 70 FEET LONG AND 6 INCHES DEEP. (SEE DETAIL ON THIS SHEET) 3. ALL DESIGNATED AREAS SUBJECT TO CHANGE ARE TO BE LOCATED AND SHOWN ON FIGURE 4-1 BEFORE START OF CONSTRUCTION ACTIVITY. 4. EROSION CONTROL PLAN. FIGURE 4-1. SHALL BE UPDATED AFTER EVERY INSPECTION. 5. THE CONTRACTOR SHALL PROVIDE INSPECTIONS AT ADEQUATE INTERVALS TO COMPLY WITH ALL STATE AND LOCAL LAWS. THIS SHALL BE NOTED ON THIS SHEET AT THE START OF CONSTRUCTION. 6. NO OFFSITE STORAGE AREAS ARE REQUIRED FOR THIS SITE. 7. AT THE TIME THIS SWPPP WAS PREPARED, NO AREAS HAVE ACHIEVED FINAL STABILIZATION WITHIN THE LIMITS OF DISTURBANCE. NOTE: NO DRYWELLS EXIST ON SITE. AND NO DRYWELLS ON THE ADJACENT PROPERTIES HAVE POTENTIAL FOR RECEIVING STORMWATER FROM THIS SITE. NOTE: NO VEGETATIVE BUFFER ZONES OR ENVIRONMENTALLY SENSITIVE AREAS EXIST ON SITE. EXISTING VEGETATION WILL BE TRANSPLANTED TO AN ON SITE LOCATION. SEE NPPO FOR DETAILS. NOTE: GRAVEL BAGS AT SCUPPER INLETS ARE TO BE REMOVED UPON COMPLETION OF THE PAVING. \\srv_tucl\RickStandards\Bentley_2006\workspace\pro)ects\CorpStds_2005_TUC\iplot\CorpStds_2005_TUC.pen w I- 0 0 cc a d z 0 La W cc Lu I- a 0 In 4 INVERNESS COURT EAST, SUITE 300 ENGLEWOOD, CO 80112 303.225.9125 rickengineering.com C 0 3 N 0 v I c v 0 0 Q a r 0 LU Y LU U APPROVED BY: cr v CO to Cla co 0 0 ~ I 0 0 DESIGNED BY: AJB Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILIES F:\4143_FedEx_Glenwood\CiviN4143_GC\4143DP_GC13.dgn 0 z CCJ O Z za 00 Z O LL10-4 I-- 0 N genCO� 0< ain z 0 C4 O cc W P X a0 CC g p CSC Ulf C7 F. et^'a 01 co Z3 O WJ E HORIZ : 1"= 50' VERT :N/A SHEET 13 OF 27 21-JUL-2014 16:06 GENERAL CONSTRUCTION NOTES 1. THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, APPROVED ADDENDA, AND CHANGE ORDERS ASSOCIATED WITH THESE LANDSCAPE IMPROVEMENT DOCUMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND SHALL NOTIFY ALL UTILITY COMPANIES WITH UTILITIES ON SITE PRIOR TO THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL, STATE AND/OR FEDERAL LAWS OR REGULATIONS PERTAINING TO THE PROJECT. 3. IN ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN SPECIFICATIONS AND NOTES ON THE DRAWINGS, OR BETWEEN GENERAL NOTES AND SPECIFIC DETAILS, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AND HE OR SHE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. 4. A QUALIFIED SUPERVISOR SHALL BE PRESENT ON SITE AT ALL TIMES DURING CONSTRUCTION. 5. DETAILS NOTED AS "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. 6. LANDSCAPE CONTRACTOR SHALL INSPECT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR OWNER ALL EXISTING CONDITIONS PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT TO REPAIR AND/OR REPLACE, AT THEIR OWN EXPENSE, ANY STRUCTURES, FENCES, WALLS, PLANT MATERIAL, OR OTHER ITEMS DESTROYED DURING CONSTRUCTION. LIKEWISE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND/OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES OR ANY OTHER AREAS OUTSIDE THE CONTRACT LIMITS. THE DAMAGED ITEMS/AREAS WILL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER'S AND/OR OWNER'S AUTHORIZED REPRESENTATIVE. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PLANT MATERIAL LOCATIONS WITH OTHER TRADES PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE LOCATIONS OF EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH THE WORK TO BE DONE. PRIOR TO THE START OF WORK, ALL UNDERGROUND UTILITIES ARE TO BE LOCATED AND PROTECTED. CONTRACTOR IS RESPONSIBLE FOR THE INITIAL CALL AND FUTURE UPDATES TO BLUE STAKE AT 602-263-1100. EXISTING UNDERGROUND SERVICES SHALL NOT BE DISTURBED OR REMOVED WITHOUT APPROVAL OF THE OWNER'S AND/OR OWNER'S AUTHORIZED REPRESENTATIVE, UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 8. CONTRACTOR SHALL PROVIDE BARRICADES AND TRAFFIC CONTROL ALONG PUBLIC STREETS IF REQUIRED DURING CONSTRUCTION. 9. PLANTING AND IRRIGATION DESIGN MAY BE MODIFIED TO ADAPT TO WALK CONFIGURATIONS THAT DIFFER FROM THESE PLANS, AND DUE TO GRADE LIMITATIONS ON SITE. 10. REFER TO ENGINEERING PLANS FOR DRAINAGE FLOWS. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE THAT THESE ARE PROVIDED FOR AND NOT IMPAIRED WITH OBSTRUCTIONS. 11. NO PART OF THE CONTRACT DOCUMENTS ARE INTENDED TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY. 12. COORDINATE AND COOPERATE WITH ALL CONTRACTORS OF ATTACHED, ADJOINING AND/OR INTERFACING WORK TO INSURE ORDERLY AND EFFICIENT COMPLETION OF ALL WORK. 13. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES (FEDERAL, STATE, LOCAL, AND HEALTH DEPARTMENTS), EXCEPT WHERE REQUIREMENTS OF CONTRACT DOCUMENTS ARE MOST STRINGENT. 14. ALL EXISTING PLANT MATERIAL SHALL REMAIN UNLESS OTHERWISE NOTED. 15. ANY PLANT MATERIAL THAT MUST BE REMOVED DUE TO CONSTRUCTION MUST BE APPROVED BY OWNER AND/OR OWNER'S AUTHORIZED REPRESENTATIVE. NOTIFY OWNER AND/OR OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS PRIOR TO REMOVAL AND/OR RELOCATION OF ALL PLANTS. 16. IF ANY EXISTING PLANT MATERIAL THAT IS TO REMAIN IS DAMAGED BY CONTRACTOR, THE CONTRACTOR SHALL REPLACE THE DAMAGED PLANT WITH A NEW ONE OF THE SAME SIZE AND VARIETY AT NO COST TO THE OWNER. 17. DO NOT DISTURB SOIL WITHIN BRANCH SPREAD OF TREES OR SHRUBS TO REMAIN WITHOUT APPROVAL OF THE OWNER AND/OR OWNER'S AUTHORIZED REPRESENTATIVE. 18. ANY DISCREPANCIES BETWEEN THE PLANS AND CONDITIONS ON SITE SHALL BE REPORTED IMMEDIATELY TO THE OWNER AND/OR OWNER'S AUTHORIZED REPRESENTATIVE. 19. CONTRACTOR SHALL PROVIDE OWNER WITH ALL WARRANTY INFORMATION, INSTRUCTION MANUALS AND ANY OTHER PRODUCT INFORMATION FOR ALL NEW EQUIPMENT OR MACHINERY INSTALLED ON THE SITE WITHIN TWO WEEKS AFTER SUBSTANTIAL COMPLETION. 20. NO DESIGN MODIFICATIONS SHALL BE MADE WITHOUT THE OWNER AND/OR OWNER'S AUTHORIZED REPRESENTATIVE APPROVAL. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AND LEGALLY DISPOSING OF MATERIALS DESIGNATED TO BE REMOVED. PROVIDE RECEIPTS FOR DUMPING TO OWNER FOR THEIR FILES. 22. ALL BASE INFORMATION IS FROM OTHER PROJECT TEAM MEMBERS AS LISTED IN THE 'PROJECT TEAM' LIST ON THIS SHEET. A THOROUGH ATTEMPT HAS BEEN MADE TO KEEP UP TO DATE WITH THE MOST CURRENT BASE INFORMATION. HOWEVER, DISCREPANCIES MAY EXIST BETWEEN THESE PLANS AND OTHER TEAM MEMBERS PLANS. IN ALL CASES THE ENGINEERS PLANS SHALL HAVE PRECEDENCE OVER THE LANDSCAPE PLANS FOR FINAL PROJECT CONFIGURATION. 23. ALL SIDEWALKS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. REFER TO CIVIL ENGINEERING PLANS FOR FINAL LAYOUT, GRADES, FINISHES, DETAILS, AND METHODS OF CONSTRUCTION. CARDNO UNDER NO CIRCUMSTANCES ASSUMES RESPONSIBILITY FOR UNFORESEEN CONFLICTS, ENGINEERING, STRUCTURAL CALCULATIONS, OR INSTALLATION THAT IS BEYOND OUR CONTROL. 24. SIGHT LINES AND VISIBILITY TRIANGLES ARE SHOWN ON THESE PLANS FOR REFERENCE ONLY. REFER TO ENGINEERING PLANS OR GOVERNING MUNICIPALITY FOR SPECIFIC GUIDELINES. IN CASES WHERE THERE IS MORE THAN ONE GOVERNING BODY, THE MOST RESTRICTIVE GUIDELINE SHALL PREVAIL. 25. ALL WALLS AND VERTICAL SITE FEATURES DESIGNED IN THE INTEREST OF THIS PROJECT ARE SCHEMATIC IN NATURE. POTENTIAL CONSTRUCTION DETAILING AND TECHNIQUES ARE SHOWN FOR DESIGN INTENT CLARIFICATION ONLY. THE CONTRACTOR SHALL HAVE THE ULTIMATE RESPONSIBILITY TO ENSURE THAT ALL CONSTRUCTED ELEMENTS ON THIS PROJECT ARE STRUCTURALLY SOUND AND ARE BUILT WITHIN ALL APPLICABLE CITY, STATE, AND FEDERAL GUIDELINES. CARDNO UNDER NO CIRCUMSTANCES ASSUMES RESPONSIBILITY FOR UNFORESEEN CONFLICTS, ENGINEERING, STRUCTURAL CALCULATIONS, OR INSTALLATION. 26. SHOP DRAWING REVIEWS WILL BE DONE TO ENSURE THAT PRODUCT DATA, MATERIALS, AND SAMPLES MEET OR EXCEED THE ORIGINAL DESIGN INTENT OF THESE DRAWINGS ONLY. CARDNO UNDER NO CIRCUMSTANCES ASSUMES RESPONSIBILITY FOR UNFORESEEN CONFLICTS, ENGINEERING, STRUCTURAL CALCULATIONS OR INSTALLATION RESULTING FROM THE PRODUCTION OF ANY SHOP DRAWINGS. 7/21/2014 jennifer greeson (phoenix) W:14140763000\Landscape\_CD1Garfield County\0763-CD-L0.01.dwg LANDSCAPE CONSTRUCTION DOCUMENTS FOR FEDEX GARFIELD COUNTY GARFIELD COUNTY, CO DESIGN FUSION LLC SHEET INDEX NUMBER DESCRIPTION L0.01 L1.01 L1.02 - L1.03 L1.04 L2.01 L2.02 - L2.03 L2.04 COVER SHEET PLANTING NOTES PLANTING PLAN PLANTING DETAILS IRRIGATION NOTES IRRIGATION PLAN IRRIGATION DETAILS PROJECT TEAM DISCIPLINE CONTACT INFORMATION OWNER LANDSCAPE ARCHITECT CIVIL ENGINEER ARCHITECT MICHAEL G. FA, NCARB DESIGN FUSION, LLC 6020 E. MONTE CRISTO AVE. SCOTTSDALE, ARIZONA 85254-6534 (w) (480) 948-7293, (c) (602) 432-3767 mfa@designfusion.biz CARDNO TIM DAUGHERTY, P.L.A. 9977 N. 90TH STREET SUITE 150 SCOTTSDALE, ARIZONA 85258 (602) 977-8000 ROB FITCH, P.E. RICK ENGINEERING 4 INVERNESS COURT EAST #300 ENGLEWOOD, COLORADO 80112 THOMAS SAYLER BROWN, A.I.A. 1001 N. ALVERNON WAY, SUITE 105 TUSCON, ARIZONA 85711 (520) 620-0255 VICINITY MAP SUBMITTAL HISTORY DATE DESCRIPTION / COMMENTS 06/19/2014 06/26/2014 07/16/2014 CLIENT REVIEW 1ST SUBMITTAL 2ND SUBMITTAL GENERAL SCOPE OF WORK 1. THE SCOPE OF WORK FOR THIS PROJECT INCLUDES COMPLETE LANDSCAPING IMPROVEMENTS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN VERIFY QUESTIONS ON SCOPE OF WORK PRIOR TO SUBMITTING A BID. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS INCLUDING WATER, EQUIPMENT AND INCIDENTALS AS SHOWN, SPECIFIED AND REQUIRED TO PERFORM LANDSCAPING WORK. THE EXTENT OF THE LANDSCAPING WORK IS SHOWN ON THE DRAWINGS AND IN THE SCHEDULES. THE TYPES OF LANDSCAPING REQUIRED MAY INCLUDE THE FOLLOWING: A. B. C. D. E. F. G. H. J. AESTHETIC FINISH GRADING BOULDER PLACEMENT INSTALLATION OF TREES, SHRUBS, GROUNDCOVERS, AND ANY OTHER NURSERY STOCK INSTALLATION OF TURF AREAS DECOMPOSED GRANITE AND PRE -EMERGENT APPLICATIONS (2) MULCHES, AND ALL OTHER MATERIAL NECESSARY TO COMPLETE THE PLANTING JOB AS SPECIFIED MISCELLANEOUS LANDSCAPE MATERIALS AND IMPROVEMENTS FERTILIZERS AND SOIL AMENDMENTS MAINTENANCE WORK AS SPECIFIED UNTIL COMPLETION OF THE CONTRACT GUARANTEES 3. OBTAIN ALL PERMITS AND PAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. ARRANGE INSPECTIONS REQUIRED BY LOCAL AGENCIES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION AS REQUIRED. 4. COORDINATE AND COOPERATE WITH OTHER CONTRACTORS WORKING ON THE SITE FOR SUCCESSFUL COMPLETION OF THE PROJECT. 5. BEFORE COMMENCING WORK ON THE SITE, BECOME THOROUGHLY ACQUAINTED WITH LAYOUT OF ALL UNDERGROUND UTILITIES AND STRUCTURES OVER THE ENTIRE SITE. ALL REQUISITE REPAIRS TO DAMAGE CAUSED BY WORK OF THIS SECTION SHALL BE AT THE CONTRACTOR'S EXPENSE. 6. THE IRRIGATION WORK CONSISTS OF INSTALLING A COMPLETE UNDERGROUND SPRINKLER, EMITTER, AND BUBBLER SYSTEM FOR ALL TURF AND LANDSCAPED AREAS AS SHOWN ON THE DRAWINGS AND AS HEREINAFTER SPECIFIED, INCLUDING THE FURNISHING OF ALL LABOR, EQUIPMENT, APPLIANCES, AND MATERIALS INCLUDING WATER AND IN PERFORMING ALL OPERATION IN CONNECTION WITH THE CONSTRUCTION OF THE IRRIGATION SYSTEM. WORK SHALL INCLUDE FURNISHING AND INSTALLING ALL PLASTIC AND COPPER PIPE AND FITTINGS, AUTOMATIC CONTROL VALVES, VALVE ACCESS BOXES, ELECTRIC COMPUTERIZED CENTRAL CONTROLLERS, ELECTRIC WIRE, TELEPHONE ACCESS LINE (IF REQUIRED), ETC., AS REQUIRED FOR A COMPLETE SYSTEM AS SHOWN ON THE DRAWINGS AND AS CALLED FOR IN THESE SPECIFICATIONS OR AS MAY BE REQUIRED FOR PROPER OPERATION OF THE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS OF WATER USED IN CONNECTION WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. 7. UNLESS OTHERWISE SPECIFIED OR INDICATED ON THE DRAWINGS, THE CONSTRUCTION OF THE IRRIGATION SYSTEM SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL MAINS, LATERALS, RISERS, AND FITTINGS, THE FURNISHING AND INSTALLING OF IRRIGATION HEADS, CONTROL VALVES, CONTROLLERS, LOW AND HIGH VOLTAGE ELECTRIC WIRE, TELEPHONE ACCESS LINE TO CENTRAL CONTROL UNIT (IF REQUIRED), POINT OF CONNECTION, CONTROLS, RESTORATION OF EXISTING IMPROVEMENTS, EXCAVATION AND BACKFILL, AND ALL OTHER WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AS REQUIRED FOR A COMPLETE SYSTEM. 8. WHENEVER ANY MATERIAL IS SPECIFIED BY NAME AND/OR NUMBER, SUCH SPECIFICATIONS SHALL BE DEEMED TO BE USED FOR THE PURPOSE OF FACILITATING A DESCRIPTION OF THE MATERIALS AND ESTABLISHING QUALITY, AND SHALL BE DEEMED AND CONSTRUED TO BE FOLLOWED BY THE WORDS "OR APPROVED EQUAL." NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR APPROVAL PRIOR TO BIDDING. 9. LANDSCAPE CONTRACTOR SHALL CALL FOR "BLUE STAKE" AS REQUIRED. EXERCISE EXTREME CAUTION IN ALL PLANTING OPERATIONS, AS THERE MAY BE UNDERGROUND ELECTRIC AND TELEPHONE CABLES, SEWER LINES AND WATER LINES THROUGHOUT THE ENTIRE AREA. CONTRACTOR SHALL STUDY AND BE FAMILIAR WITH THE LOCATION OF THESE OBSTRUCTIONS AND UNDERGROUND UTILITIES. PLACE PLANTINGS WHERE SHOWN ON THE PLANS. IF THERE ARE OBSTRUCTIONS OR UNDERGROUND UTILITIES, RELOCATE PLANTS CLEAR OF ANY INTERFERENCE. LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGES CAUSED BY THEM TO OBSTRUCTIONS AND UNDERGROUND UTILITIES AT NO EXPENSE TO THE OWNER. 10. MAINTAIN UNINTERRUPTED WATER SERVICE TO BUILDING DURING NORMAL WORKING HOURS. ARRANGE FOR TEMPORARY WATER SHUT-OFF WITH ARCHITECT/ENGINEER DURING INSTALLATION OF IRRIGATION SYSTEM, IF NECESSARY. 11. ALL WORK AND MATERIALS TO BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF SAFETY ORDERS OF DIVISION OF INDUSTRIAL SAFETY; THE UNIFORM BUILDING CODE, M.A.G. SPECIFICATIONS AND OTHER APPLICABLE LAWS OR REGULATIONS, INCLUDING ALL CITY CODES. NOTHING IN THESE SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. SHOULD THE CONSTRUCTION DOCUMENTS, OR INSTRUCTION, BE AT VARIANCE WITH THE AFOREMENTIONED RULES AND REGULATIONS, NOTIFY LANDSCAPE ARCHITECT AND GET INSTRUCTIONS BEFORE PROCEEDING WITH THE WORK AFFECTED. IF LANDSCAPE ARCHITECT IS NOT NOTIFIED OF ANY VARIANCE IT SHALL BE UNDERSTOOD THAT THE CONTRACTOR ASSUMES ANY AND ALL RESPONSIBILITY FOR THE WORK DONE. 12. CLEAN UP SHALL BE MADE DAILY AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, AND WALKS AND PAVING SHALL BE SWEPT OR WASHED DOWN DAILY. ANY DAMAGE SHALL BE REPAIRED TO ORIGINAL CONDITIONS AT CONTRACTOR'S EXPENSE. LEAVE WORK IN CLEAN CONDITION. 13. SUBMIT DETAILED OPERATION AND MAINTENANCE DATA FOR ALL EQUIPMENT AND ACCESSORIES PROVIDED UNDER THESE PLANS INCLUDING ASSEMBLY AND PART LISTS FOR EACH TYPE OF VALVE, EMITTER, ETC., FURNISHED TO THE ENGINEER/OWNER'S REPRESENTATIVE. 2ND SUBMITTAL ITY YTI I- L1J U D LL CCU O O Z Q J o0oi W w D 0_ /\D O LL O UW o W 0 _J ZLJJELL LU � Q LL 0 0 < <a <I• 44c DA UG ST 41116E41 R 4011100 b, 03/30/09 o�ti^\ original Da - if Licensure i TF OF COQ- g: Fp LIAOSCAPE 1 DATE 107/21/2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE COVER SHEET SHEET NUMBER LO.O1 01 OF 09 SHEETS 7/21/2014 andrea pedersen (phoenix) W:14140763000\Landscape\_CD1Garfield County10763-CD-L1.01.dwg PLANTING WARRANTY & MAINTENANCE NOTES 1. MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT ON A WEEKLY BASIS DURING THE PROGRESS OF WORK, A 90 DAY MAINTENANCE PERIOD, AND UNTIL THE FINAL ACCEPTANCE OF WORK IS RECEIVED IN WRITING. 2. UPON ACCEPTANCE AFTER THE 90 DAY MAINTENANCE PERIOD, THE CONTRACTOR SHALL FURNISH A WRITTEN WARRANTY ON ALL PLANT MATERIAL AGREEING TO GUARANTEE THE CONTINUED GROWTH OF ACTIVE PLANT MATERIAL FOR THE SPECIFIED GUARANTEE PERIODS. ALL GUARANTEE PERIODS COMMENCE FROM THE TIME OF FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 3. THE CONTRACTOR SHALL WATER AND MAINTAIN ALL LANDSCAPE MATERIAL DURING THE MAINTENANCE PERIOD. THE OWNER WILL WATER AND MAINTAIN THE LANDSCAPE MATERIAL DURING THE WARRANTY PERIOD. THE CONTRACTOR SHALL INSPECT THE LANDSCAPE MATERIALS PERIODICALLY DURING THE WARRANTY PERIOD AND SHALL NOTIFY THE OWNER IN WRITING, IF, IN THE CONTRACTOR'S OPINION, THE LANDSCAPE MATERIALS ARE NOT RECEIVING PROPER CARE. 4. ALL TREES, PALMS, CACTI, ACCENTS, AND TURF SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE (1) YEAR AND ALL SHRUBS, GROUNDCOVERS, AND OTHER NON SPECIFIED PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 90 DAYS FROM THE DATE OF FINAL ACCEPTANCE. THE GUARANTEE SHALL BE AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY OWNER, ABUSE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE LANDSCAPE CONTRACTOR'S CONTROL. 5. ANY PLANT MATERIALS WHICH ARE NOT APPROVED PRIOR TO OCTOBER 1 OF THE CALENDAR YEAR IN WHICH THEY ARE INSTALLED, SHALL BE FURTHER GUARANTEED UNTIL MAY 15 OF THE FOLLOWING CALENDAR YEAR. 6. ALL PLANT MATERIALS MUST BE MAINTAINED IN HEALTH AND VIGOR AND BE ALLOWED TO ATTAIN NATURAL SIZE AND SHAPE IN ACCORDANCE WITH THE ORIGINALLY APPROVED LANDSCAPE PLAN. 7. REFER TO BOOK SPECIFICATIONS, IF INCLUDED IN THIS DOCUMENT SET, FOR ADDITIONAL INFORMATION ON THE SPECIFICS OF THE ANTICIPATED WARRANTY. 8. LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE OWNER TYPEWRITTEN MAINTENANCE GUIDELINES AT FINAL WALK-THRU AND PRIOR TO FINAL ACCEPTANCE OF WORK. 9. IF TURF IS USED ON THIS PROJECT THE LANDSCAPE CONTRACTOR SHALL REAPPLY SEED OR SOD IN ALL AREAS WHICH HAVE DEVELOPED BARE SPOTS HALFWAY THROUGH THE MAINTENANCE PERIOD. AREAS WHICH CANNOT BE RESEEDED FOR SUMMER GROWTH DUE TO CONTRACTOR'S INABILITY TO RESEED DURING PROPER GROWING SEASON SHALL BE OVERSEEDED OR SODDED WITH GRASS APPROPRIATE FOR THE CURRENT SEASON, CARED FOR THROUGHOUT THE OFF SEASON, AND PROPERLY SEEDED AT THE NEXT APPROPRIATE GROWING SEASON. THESE ARRANGEMENTS MUST BE MADE WITH THE OWNER PRIOR TO CONDITIONAL ACCEPTANCE OF THE WORK AND MAY REQUIRE A MONETARY HOLD -BACK. 10. COST FOR REPLACEMENTS DURING THE WARRANTY PERIOD IS ASSUMED PART OF THE BID QUOTATIONS AND THEREFORE WILL NOT RESULT IN ANY ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. EXISTING LANDSCAPE NOTES 1. BEFORE WORK BEGINS ON THE PROJECT, THE LANDSCAPE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH OWNER AND/OR THE GENERAL CONTRACTOR TO REVIEW THE PROJECT. THE OWNER AND/OR OWNER'S AUTHORIZED REPRESENTATIVE IS TO APPROVE ANY CHANGES PRIOR TO THE START OF ANY WORK. 2. ALL DEMOLITION AREAS SHALL BE FLAGGED FOR APPROVAL PRIOR TO DEMOLITION. 3. ALL EXISTING PLANT MATERIAL SHALL REMAIN UNLESS OTHERWISE NOTED. SHOULD ANY CONFLICTS ARISE BETWEEN THE EXISTING PLANT MATERIAL ON-SITE AND PROPOSED IMPROVEMENTS SHOWN ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. HYDROSEED NOTES 1. ALL DISTURBED AREA INDICATED ON THE PLANS SHALL BE SEEDED WITH A "REVEGETATION" SEED MIX AS SHOWN ON THE PLANTING PLANS. ALL AREAS DAMAGED BY CONSTRUCTION, EVEN IF NOT GRAPHICALLY SHOWN ON THIS PLAN, SHALL BE REVEGETATED. VERIFY LIMITS OF WORK AND SEEDING QUANTITIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 2. SEEDING WORK SHOULD COMMENCE AS SOON AS POSSIBLE AFTER SITE HAS BEEN PREPARED. MATERIAL SHALL BE SPREAD EVENLY ON ALL AREAS AND OVERLAPPED ON THE CRESTS OR TOP OF BERMS AND CUTS. SEED SHALL BE APPLIED TO THE GROUND BASE ONLY - NO OVER SPRAY ON SURROUNDING STRUCTURES, WALLS OR VEGETATION SHALL BE ACCEPTED. 3. SEEDS USED SHALL BE OF THE LATEST SEASONS CROP. SEED MIX SHALL BE DELIVERED TO THE SITE IN UNOPENED CONTAINERS BEARING THE NAME AND WARRANTIES OF THE SEED PRODUCER. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE SPECIFYING THE SEED MIXTURE, ANY WARRANTIES AND DATE OF SEED MIX PRODUCTION. 4. ALL HYDROSEEDED AREAS SHALL BE IRRIGATED THROUGH THE USE OF A WATER TRUCK FOR A PERIOD OF 90 DAYS. AT THE END OF THE 90 DAY WATERING PERIOD THE SITE SHALL BE WALKED BY THE OWNER AND LANDSCAPE CONTRACTOR TO ENSURE PROPER GERMINATION HAS OCCURRED. IN AREAS WHERE GERMINATION HAS NOT OCCURRED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR RESEEDING AND WATERING THESE AREAS. ALL NEWLY RESEEDED AREA SHALL INCLUDE AN ADDITIONAL 90 DAY WATERING PERIOD. NATIVE SEED MIX SCHEDULE WESTERN WHEAT GRASS (50% SPLIT OR AS AVAILABLE) SLENDER WHEAT GRASS (50% SPLIT OR AS AVAILABLE): BELOW ISA BREAKDOWN OF THE SLENDER WHEAT GRASS MIX. BOTANICAL NAME COMMON NAME %o sQ FT/ BOTANICAL NAME COMMON NAME °f 000 SQ. FLOF / FESTUCA RUBRA L. SSP. CREEPING RED FESCUE 9.5% I- ARENARIA 0 0 D LL CCU O 0 I Z Q -I 0 0 O FESTUCA TRACHYPHYLLA HARD FESCUE 9.5% W 0 _J Z W E neLL NASSELLA VIRIDULA GREEN NEEDLE GRASS 6.25% POA GLAUCA SPP. CANDY OR UPLAND 3.25% GLAUCANTHA BLUEGRASS POA PRATENSIS L. KENTUCKY BLUEGRASS 9% DA UG A \ 1f ryo:: 03/30/09 v,<1 original Da - if Licensure (II rn c9 Cig TF OF CON -_r,•2 Fp L1AOSCAPE i� 'TROY' DATE 107/21/2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE PLANTING NOTES SHEET NUMBER L1 .01 02 OF 09 SHEETS SPHAERALCEA AMBIGUA GLOBE MALLOW 12.5% (WILDFLOWER SUBSTITUTES ARE ACCEPTABLE: LUPINE, SCARLET GILIA, FLAX, ASPEN DAISY.) NOTE: SEED MIX SHALL BE PURE LIVE SEED. HYDRO MULCH SHALL BE GRADE A FIBER (NO PAPER) CONSISTING OF A SPECIALLY PREPARED VIRGIN WOOD FIBER PROCESSED TO CONTAIN NO GROWTH OR GERMINATION INHIBITING FACTORS. FURTHER, THE MULCH SHALL BE MANUFACTURED AND PROCESSED SO THE WOOD CELLULOSE FIBERS WILL REMAIN IN UNIFORM SUSPENSION IN WATER UNDER AGITATION AND WILL BLEND WITH SEED, 15-40-5 FERTILIZER (250 LBS./AC.), TACKIFIER (60 LBS./AC.), AND OTHER ADDITIVES TO FORM A HOMOGENOUS SLURRY. THE PROPOSED MULCH MATERIAL SHALL HAVE CHARACTERISTICS TO FORM A BLOTTER -LIKE GROUND COVER UPON APPLICATION, WITH MOISTURE AND PERCOLATION PROPERTIES AND THE ABILITY TO COVER AND HOLD SEED IN CONTACT WITH THE SOIL. HYDRO MULCH SHALL BE APPLIED AT 1,500 LBS./AC. LANDSCAPE CALCULATIONS TOTAL LOT AREA: AREA TO REMAIN UNDISTURBED: TOTAL DISTURBED LOT AREA: LANDSCAPE AREA: 70% REVEGETATION OF DISTURBED ARES 388,702 S.F. 199,393 S.F. 189,309 S.F. 68,309 S.F. ON SITE BEFORE REQUIRED CONSTRUCTION COVERAGE TREES 53 PROVIDED TOTAL 37 37 PLANTING GENERAL NOTES 1. VERIFY PLANT QUANTITIES PRIOR TO BIDDING AND INSTALLATION. QUANTITIES ARE LISTED FOR CONVENIENCE ONLY, THE ACTUAL NUMBER OF SYMBOLS INDICATED ON THE PLANTING PLANS SHALL HAVE PRIORITY OVER QUANTITIES LISTED WITHIN THE LANDSCAPE MATERIAL SCHEDULE. THE CONTRACTOR SHALL FURNISH ALL PLANT MATERIAL NECESSARY TO COMPLETE THE PLANTINGS AS SHOWN ON THE PLANS. 2. CLARIFICATION OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE SITE SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. 3. THE LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE IS TO APPROVE ANY PLANT MATERIAL SUBSTITUTIONS. 4. ALL PLANT MATERIAL MUST BE MAINTAINED IN HEALTH AND VIGOR, AND BE ALLOWED TO ATTAIN NATURAL SIZE AND SHAPE IN ACCORDANCE WITH ARIZONA NURSERY ASSOCIATION SPECIFICATIONS. 5. ALL PLANT MATERIAL MAY BE INSPECTED PRIOR TO ACCEPTANCE. THE LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY PLANT MATERIAL DEEMED UNACCEPTABLE, EVEN AFTER DELIVERY TO SITE. 6. PLANT TREES AND SHRUBS PLUMB AND FACED TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO ADJACENT PLANTS, STRUCTURES, AND VIEWS. IF ANY SOIL NUTRIENT DEFICIENCIES EXIST, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AMEND THE SOIL. 7. PLANTING METHODS, SOIL AMENDMENT QUANTITIES (IF ANY), AND PREPARATION METHODS SHALL BE INSTALLED ACCORDING TO THE PLANTING SPECIFICATIONS AND DETAILS. 8. ALL PLANTING AREAS SHALL RECEIVE WEED CONTROL/PRE-EMERGENT PER THE GUIDELINES SET FORTH WITHIN THE SPECIFICATIONS AND DETAILS. REAPPLY AS NECESSARY TO COMPLETELY KILL NOXIOUS MATERIAL. REMOVE ALL DEAD AND/OR DYING DEBRIS PRIOR TO FINAL ACCEPTANCE. 9. ALL TREES LOCATED WITHIN SIGHT DISTANCE AREAS MUST BE TRIMMED TO 6'-0" CLEARANCE ABOVE FINISHED GRADE. 10. UNLESS OTHERWISE NOTED ON PLANS, ROCK/BARK MULCH SHALL EXTEND UNDER ALL PLANTINGS AND BE RAKED UNIFORMLY ALONG CONCRETE FLATWORK, CURBS AND ETC. 11. THE FINISH GRADE OF LANDSCAPE AREAS RECEIVING ROCK/BARK MULCH MUST BE GRADED 2-1/2" BELOW CONCRETE OR OTHER ADJACENT PAVED SURFACES PRIOR TO INSTALLATION OF THE MULCH. FINISH GRADE OF LANDSCAPE AREAS RECEIVING TURF MUST BE GRADED 1-1/2" BELOW CONCRETE OR OTHER PAVED SURFACES PRIOR TO INSTALLATION OF TURF. 12. BOULDERS, IF USED, TO BE SURFACE SELECT GRANITE WITH A MINIMUM OF SHARP EDGES AND/OR CRACKING. ANY EXPOSED SURFACE SCARRING THAT MAY HAVE OCCURRED DURING TRANSPORTING OR CONSTRUCTION IS TO BE EONITED WITH NO ADDITIONAL COST TO THE OWNER. 13. STAKE ALL NURSERY GROWN TREE STOCK A MINIMUM OF 12" OUT FROM EDGE OF PLANTING WELL. THE EDGE OF ALL TREE PLANTING WELLS SHALL BE A MINIMUM OF 2 FEET AWAY FROM ALL CURB AND SIDEWALKS AND A MINIMUM OF 12 FEET AWAY FROM ALL BUILDING FOUNDATIONS. THE EDGE OF ALL SHRUB PLANTING WELLS SHALL BE A MINIMUM OF 18" AWAY FROM ALL CURB AND SIDEWALKS AND A MINIMUM OF 3 FEET AWAY FROM ALL BUILDING FOUNDATIONS. 14. LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO EACH APPLICATION OF PRE -EMERGENT FOR VERIFICATION. CONTRACTOR SHALL PROVIDE OWNER WITH PROOF OF PRE -EMERGENT APPLICATION NO MORE THAN 7 DAYS AFTER EACH APPLICATION WITHOUT EXCEPTION. 15. ALL TREES WITHIN TURF AREAS SHALL BE INSTALLED WITH TEMPORARY PVC ARBOR GUARDS. 16. ALL TURF AREAS SHALL BE GRADED SMOOTH AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLING SOD OR SEED. ALL AREAS TO RECEIVE TURF SHALL BE COMPLETELY FREE OF ANY RUTS, TRENCH SETTLING, OR ANY MATERIAL OVER 1/2" IN DIAMETER PRIOR TO SOD OR SEED INSTALLATION. 17. LANDSCAPE CONTRACTOR IS REQUIRED TO OBTAIN ANY REQUIRED PERMITS FOR ALL ON-SITE AND OFF-SITE IMPROVEMENTS OUTLINED WITHIN THIS SET OF PLANS AND/OR ANY OTHER ADDITIONAL WORK THEY MAY PERFORM IN THE INTEREST OF THIS PROJECT. 18. ROCK/BARK MULCH SHALL BE AS SPECIFIED IN THE LANDSCAPE MATERIAL SCHEDULE. ALL PLANTING AREAS, UNLESS OTHERWISE NOTED ON THE PLANS, SHALL RECEIVE A UNIFORM APPLICATION OF THE SPECIFIED MATERIAL. CONTRACTOR SHALL SUBMIT A SAMPLE TO THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO SCHEDULING MASS DELIVERY. OWNER MAY REQUEST THAT AN INITIAL LOAD OF MATERIAL BE DELIVERED TO THE SITE AND BE SPREAD BY THE LANDSCAPE CONTRACTOR FOR THE OWNER'S APPROVAL PRIOR TO MATERIAL APPLICATION ON THE REMAINDER OF THE SITE. 19. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO COORDINATE WITH THE OWNER THE FINAL LAYOUT OF ALL HARDSCAPE ITEMS FOR THIS PROJECT. OWNER MAY REQUEST ALL HARDSCAPE ITEMS (HEADERS, SIDEWALKS, FLATWORK, ETC.) BE STAKED AND/OR CHALKED OUT FOR THEIR APPROVAL PRIOR TO INITIAL POUR. 20. LANDSCAPE CONTRACTOR SHALL PRUNE ALL TREES AFTER INSTALLATION SO THAT NO BRANCH IS TOUCHING FINAL GRADE AND TRIM CANOPIES/BRANCHING TO A CLEAN AND NEAT APPEARANCE. ALL DEAD AND/OR DYING MATERIAL SHALL BE PRUNED FROM THE TREE PRIOR TO FINAL ACCEPTANCE. 21. WATER TEST ALL TREE PLANTING WELLS PRIOR TO PLANTING. IF TREE WELLS DO NOT PROPERLY DRAIN, REFER TO THE HARDPAN PLANTING DETAIL FOR ADDITIONAL INFORMATION. 22. REFER TO GENERAL CONSTRUCTION NOTES ON THE COVER SHEET FOR ADDITIONAL INFORMATION THAT RELATES TO THE SCOPE OF WORK IN THIS SECTION. ALSO REFER TO ANY WRITTEN SPECIFICATION, SHOULD THEY ACCOMPANY THESE DRAWINGS, FOR ADDITIONAL REQUIREMENTS NOT COVERED WITHIN THESE PLANS. WEED MANAGEMENT NOTES 1. PRIOR TO CLEARING, GRUBBING, OR TOPSOIL REMOVAL, OWNER SHALL CONTACT THE COLORADO DEPARTMENT OF AGRICULTURE FOR A WEED FREE FORAGE INSPECTION AT (303)239-4149 TEN DAYS PRIOR TO ANY GRADING ACTIVITY. 2. ALL DISTURBED AREAS WILL BE RE -SEEDED OR PLANTED WITH CONTAINER PLANTS. 3. FERTILIZERS SHALL NOT BE USED IN HYDROSEED AREAS. THEIR USE MAY FAVOR WEEDS OVER NATIVE PERENNIAL SPECIES. 4. MAINTENANCE CONTRACTOR SHALL BE ABLE TO IDENTIFY ALL WEEDS ON THE COUNTY LISTED NOXIOUS WEEDS AND COLORADO LISTED A & B NOXIOUS WEEDS AND ELIMINATE THEM WITH HERBICIDE. PROPOSED MAINTENANCE PROGRAM 1. LANDSCAPE MAINTENANCE CONTRACTOR SHALL INSPECT THE PLANT MATERIAL ON A REGULAR BASIS. CONTRACTOR SHALL CHECK FOR SIGNS OF PEST, INSECT, AND DISEASE INFESTATIONS, ANY STRUCTURAL PROBLEMS AND DETERMINE THAT WATERING REQUIREMENTS ARE BEING MET. IF DEEPER ANALYSIS IS NEEDED, CONTRACTOR SHALL REVIEW PH LEVELS AND ORGANIC MATTER, ASSESS SITE DRAINAGE, AND CHECK SOIL DENSITY (COMPACTION). 2. TREES AND SHRUBS SHALL BE PRUNED TO TRAIN THE PLANTS, TO MAINTAIN PLANT HEALTH, TO IMPROVE THE QUALITY OF FLOWERS, FOLIAGE OR STEMS, AND TO RESTRICT GROWTH. 3. LANDSCAPE MAINTENANCE CONTRACTOR SHALL MANAGE WEEDS PER THE WEED MANAGEMENT NOTES ON THIS SHEET. 4. LANDSCAPE MAINTENANCE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE IRRIGATION SYSTEM AND PROGRAMMING CONTROLLERS TO PROVIDE APPROPRIATE AMOUNT OF WATER TO THE PLANTS. 5. LANDSCAPE MAINTENANCE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING THE HYDROSEED AREAS TO ASSURE GERMINATION OF THE NATIVE SPECIES, WHILE DISCOURAGING GROWTH OF WEEDS. TIME LINE PLAN THE SITE LANDSCAPE WILL BE INSTALLED IN APRIL OR MAY OF 2015. CONTAINER PLANTS WILL PROVIDE COVERAGE IMMEDIATELY, BUT HYDROSEED TYPICALLY TAKES ONE TO TWO FULL GROWING SEASONS TO GERMINATE. THE HYDROSEED WILL BE HAND WATERED AS NECESSARY TO ENCOURAGE SEED GERMINATION. DURING THE PERMANENT GERMINATION PERIOD, TEMPORARY CONSTRUCTION BMPs WILL BE IN PLACE PER THE PROJECT STORM WATER MANAGEMENT PLAN TO SECURE THE SITE FROM EROSION DURING CONSTRUCTION. LANDSCAPE M TERIAL SCHEDULE 0 0 0 m O TREES ITEM SIZE QTY. COMMENTS Acer platanoides 2" CALIPER 2 NORWAY MAPLE Fraxinus pennsylvanica "Patmore' 2" CALIPER 4 PATMORE ASH Gleditsia triacanthos inermis 2" CALIPER 8 HONEY LOCUST Picea abies MIN. HEIGHT 6' 5 EUROPEAN SPRUCE Quercus gambelii 2" CALIPER 10 GAMBEL OAK Pinus ponderosa MIN. HEIGHT 6' 4 PONDEROSA PINE Juniperus scopuforum MIN. HEIGHT 6' 4 ROCKY MOUNTAIN JUNIPER SHRUBS & ACCENTS ITEM SIZE QTY. COMMENTS Festuca idahoensis IDAHO FESCUE Perovskia atriplicifolia RUSSIAN SAGE Caryotperis x clandonensis 'Blue Mist' BLUE BEARD Cornus sericea 'Allemans' RED TWIG DOGWOOD Cornus stolonifera 'Flaviramea' YELLOW TWIG DOGWOOD Daphne cneorum ROSE DAPHNE Juniperus sabina SAVIN JUNIPER Ephedra equisetina BLUESTEM JOINT FIR Lavandula angustifolia ENGLISH LAVENDER Pinus mugo 'Jakobsen' JAKOBSEN MUGO PINE Hesperostipa comata NEEDLE AND THREAD GRASS 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 10 4 10 10 5 10 10 5 5 5 5 GROUNDCOVERS ITEM SIZE QTY. COMMENTS Juniperus horizontalis CREEPING JUNIPER Mahonia repens CREEPING MAHONIA 1 GAL. 13 1 GAL. 18 MISCELLANEOUS ITEM SIZE QTY. COMMENTS ORGANIC WALK-ON 3/4" MINUS BARK MULCH - 1/2" SCREENED NATIVE SEED MIX COLORADO NOXIOUS WEED LIST A & B PROVIDED BY THE COLORADO DEPARTMENT OF AGRICULTURE 9,485 S.F. 58,824 S.F. 2" DEPTH, FIELD VERIFY S.F., REFER TO DETAIL ? / L?.?? SEE NATIVE SEED MIX SCHED., FIELD VERIFY S.F. BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME PENGANUM HARMALA POLYGONUM X BOHEMICUM ALHAGI PSEUDALHAGI CRUPINA VULGARIS EUPHORBIA CYPARISSIAS ISATIS TINCTORIA BRASSICA ELONGATA POLYGONUM SACHALINENSE ARUNDO DONAX SALVINIA MOLESTA SENECIO JACOBAEA CENTAUREA SOLSTITIALIS ARTEMISIA ABSINTHIUM HYOSCYAMUS NIGER SAPONARIA OFFICINALIS CIRSIUM VULGARE CIRSIUM ARVENSE CLEMATIS ORIENTALIS TANACETUM VULGARE DIPSACUS FULLONUM ANTHEMIS ARVENSIS DIPSACUS LACINIATUS LINARIA DALMATICA & GENISTIFOLIA HESPERIS MATRONALIS CENTAUREA DIFFUSA MYRIOPHYLLUM SPICATUM CARDARIA DRABA CYNOGLOSSUM OFFICINALE AEGILOPS CYLINDRICA EUPHORBIA ESULA ANTHEMIS COTULA AFRICAN RUE BOHEMIAN KNOTWEED CAMELTHORN COMMON CRUPINA CYPRESS SPURGE DYER'S WOAD ELONGATED MUSTARD GIANT KNOTWEED GIANT REED GIANT SALVINIA TANSY RAGWORT YELLOW STARTHISTLE ABSINTH WORMWOOD BLACK HENBANE BOUNCING BET BULL THISTLE CANADA THISTLE CHINESE CLEMATIS COMMON TANSY COMMON TEASEL CORN CHAMOMILE CUTLEAF TEASEL DALMATION TOADFLAX DAME'S ROCKET DIFFUSE KNAPWEED EURASIAN WATERMILFOIL HOARY CRESS HOUNDSTONGUE JOINTED GOATGRASS LEAFY SPURGE MAYWEED CHAMOMILE HYDRILLA VERTICILLATA POLYGONUM CUSPIDATUM CENTAUREA PRATENSIS SALVIA AETHIOPIS TAENIATHERUM CAPUTMEDUSAE EUPHORBIA MYRSINITES HIERACIUM AURANTIACUM LYTHRUM SALICARIA CHONDRILLA JUNCEA CENTAUREA VIRGATA VERBASCUM BLATTARA CARDUSS NUTANS CHRUSANTHEMUM LEUCANTHEMUM LEPIDIUM LATIFOLIUM CARDUUS ACANTHOIDES ELYTRIGIA REPENS ACROPTILON REPENS ELAEAGNUS ANGUSTIFOLIA TAMARIX CHINENSIS (PARVIFOLIA OR RAMOSISSIMA) MATRICARIA PERFORATA ONOPORDUM ACANTHIUM CENTAUREA MACULOSA ANODA CRISTATA POTENTILLA RECTA HIBISCUS TRIONUM CARUM CARVI CYPERUS ESCULENTUS LINARIA VULGARIS GARFIELD COUNTY NOXIOUS WEED LIST PROVIDED BY THE GARFIELD COUNT VEGETATION MANAGEMENT HYDRILLA JAPANESE KNOTWEED MEADOW KNAPWEED MEDITERRANEAN SAGE MEDUSAHEAD MYRTLE SPURGE ORANGE HAWKWEED PURPLE LOOSESTRIFE RUSH SKELETON WEED SQUARROSE KNAPWEED MOTH MULLEIN MUSK THISTLE OXEYE DAISY PERENNIAL PEPPERWEED PLUMELESS THISTLE QUACKGRASS RUSSIAN KNAPWEED RUSSIAN -OLIVE SALT CEDAR SCENTLESS CHAMOMILE SCOTCH THISTLE SPOTTE KNAPWEED SPURRED ANODA SULFUR CINQUEFOIL VENICE MALLOW WILD CARAWAY YELLOW NUTSEDGE YELLOW TOADFLAX BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME EUPHORBIA ESULA ACROPTILON REPENS CENTAUREA SOLSTITALIS CARDUUS ACANTHOIDES CYNOGLOSSUM OFFICINALE ARCTIUM MINUS ONOPORDUM ACANTHIUM CIRSIUM ARVENSE CENTAUREA MACULOSA ELAEAGNUS ANGUSTIFOLIA LEAFY SPURGE RUSSIAN KNAPWEED YELLOW STARTHISTLE PLUMELESS THISTLE HOUNSTONGUE COMMON BUDOCK SCOTCH THISTLE CANADA THISTLE SPOTTED KNAPWEED RUSSIAN OLIVE CENTAUREA DIFFUSA TODFLAX LINARIA DALMATICA LINARIA VULGARIS CARDARIA DRABA TAMARIX PARVIFLORA (RAMOSISSIMA) CHRYSANTHEMUM LEUCANTHEUM AEGILOPS CYLINDRICA CICHORIUM INTYBUS CARDUSS NUTANS LYTHRUM SALICARIA DIFFUSE KNAPWEED DALMATION YELLOW TOADFLAX HOARY CRESS SALT CEDAR OXETE DAISY JOINTED GOATGRASS CHICORY MUSK THISTLE PURPLE LOOSESTRIFE 2ND SUBMITTAL ITY YTI I- 0 0 D LL CCU O 0 I Z Q -I 0 0 O W \, (n D 0_D 0 LL O UW o W 0 _J Z W E neLL Q 0 0 DA UG A \ 1f ryo:: 03/30/09 v,<1 original Da - if Licensure (II rn c9 Cig TF OF CON -_r,•2 Fp L1AOSCAPE i� DATE 107/21/2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE PLANTING NOTES SHEET NUMBER L1 .01 02 OF 09 SHEETS tor- earatrialC- 4 0100 1 rl►�� Ifr\S At ft. 40 "fl iWaaer-4441 4/ . frolletti P 0 ASO o /A/RE- �0)tiv A 1 lt.440 1 *woo ', ��", �''�'�Q4 I • dih,�► �� 4►S. ,•►�►-fib to 4#1 40444 *$& tarSii VISMi t= I 7/21/2014 jennifer greeson (phoenix) W:14140763000\Landscape\_CD1Garfield County\0763-CD-L1.02.dwg W O 0 C.0 O O FENCE LINE Typ. II MATCHLINE 'A', SHEET L1.03 LANDSCAPE PALETTE 0 0 0 0 0 0 0 •* LANDSCAPE KEYNOTES TREES ITEM Acer platanoides NORWAY MAPLE Fraxinus pennsylvanica "Patmore' PATMORE ASH Gleditsia triacanthos inermis HONEY LOCUST Picea abies EUROPEAN SPRUCE Quercus gambelii GAMBEL OAK Pinus ponderosa PONDEROSA PINE Juniperus scopulorum ROCKY MOUNTAIN JUNIPER SHRUBS & ACCENTS ITEM Festuca idahoensis IDAHO FESCUE Perovskia atriplicifolia RUSSIAN SAGE Caryotperis x clandonensis 'Blue Mist' BLUE BEARD Cornus sericea Allemans' RED TWIG DOGWOOD Cornus stolonifera 'Flaviramea' YELLOW TWIG DOGWOOD Daphne cneorum ROSE DAPHNE Juniperus sabina SAVIN JUNIPER Ephedra equisetina BLUESTEM JOINT FIR Lavandula angustifolia ENGLISH LAVENDER Pinus mugo 'Jakobsen' JAKOBSEN MUGO PINE Hesperostipa comata NEEDLE AND THREAD GRASS GROUNDCOVERS ITEM Juniperus horizontalis CREEPING JUNIPER Mahonia repens CREEPING MAHONIA MISCELLANEOUS ITEM ORGANIC WALK-ON BARK MULCH - 1/2" SCREENED NATIVE SEED MIX O VISIBILITY EASEMENT, ALL PLANTING MATERIAL SHALL BE A MAX HEIGHT OF 42". 0 NOT USED 0 SNOW REMOVAL AREA w NORTH 0 10 20 SCALE: 1" = 20'-0" 40 KEY MAP 2ND SUBMITTAL ITY YTI I W DLL CC et O O Z 0 0 Q J �0 � w 0_D COD 0 L O Lo UW 0 0 w zU)._ Q 0 0 CCa««< DAL/ dal 11) Aterilli."If j: 03/30/09 01Vti original Da - if Licensure 01 rn TF OF COQ- g: Fp LIAOSCAPE ' DATE 107/21 /2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE PLANTING PLAN SHEET NUMBER L1 . 02 03 OF 09 SHEETS 7/21/2014 jennifer greeson (phoenix) W:14140763000\Landscape\_CD1Garfield County\0763-CD-L1.03.dwg MATCHLINE 'A' SHEET L1.02 LAZING CAPE 70 REIWAIN ILC) cor LINE A �N�PERTANC) I II O CD ui 0 O ccw z w U cc 0 IJ_ (BCCONSTRuCTTOF /; UNDARULTNEN 0 u") 1 TOP OF L" 0. ANK LANDSCAPE PALETTE sir stela* arPA 4.1w 0 0 0 0 c) m 0 0 •* LANDSCAPE KEYNOTES TREES ITEM Acer platanoides NORWAY MAPLE Fraxinus pennsylvanica "Patmore' PATMORE ASH Gleditsia triacanthos inermis HONEY LOCUST Picea abies EUROPEAN SPRUCE Quercus gambelii GAMBEL OAK Pinus ponderosa PONDEROSA PINE Juniperus scopulorum ROCKY MOUNTAIN JUNIPER SHRUBS & ACCENTS ITEM Festuca idahoensis IDAHO FESCUE Perovskia atriplicifolia RUSSIAN SAGE Caryotperis x clandonensis 'Blue Mist' BLUE BEARD Cornus sericea Allemans' RED TWIG DOGWOOD Cornus stolonifera 'Flaviramea' YELLOW TWIG DOGWOOD Daphne cneorum ROSE DAPHNE Juniperus sabina SAVIN JUNIPER Ephedra equisetina BLUESTEM JOINT FIR Lavandula angustifolia ENGLISH LAVENDER Pinus mugo 'Jakobsen' JAKOBSEN MUGO PINE Hesperostipa comata NEEDLE AND THREAD GRASS GROUNDCOVERS ITEM Juniperus horizontalis CREEPING JUNIPER Mahonia repens CREEPING MAHONIA MISCELLANEOUS ITEM ORGANIC WALK-ON BARK MULCH - 1/2" SCREENED NATIVE SEED MIX VISIBILITY EASEMENT, ALL PLANTING MATERIAL SHALL BE A MAX HEIGHT OF 42". 0 NOT USED 0 SNOW REMOVAL AREA LOW DEFT Ctl1-0.0it feta VA Pi VS I 644100 ick 1NE ' B� ��Y':1, 11, r %It re Cast- 4,41° th 'till as may. \** Sk ±ION **/ V. 1 + i tte I V04411 4 11/4.44014010 410, ! ♦ � rtaijo Or 0000 Soliatlutor,lt..•A1,ada G,�.,I► ATCN NORTH 0 10 20 SCALE: 1" = 20'-O" 40 • 0 NORTH SCALE: 1" 10 20 = 20'-0" 40 KEY MAP 2ND SUBMITTAL ITY YTI I W D LL CCU O O Z Q J 0�z0t 0 e._ W (n D L O Lo UW 0 0 w ZWW LU � Q LL 0 0 <Ca««< DA LJ 4111114 1.? 03/30/09 CP original Da - rf Licensure k. (j6 v TF OF COL�. Fp LIAOSCAPE PN DATE 107/21 /2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE PLANTING PLAN SHEET NUMBER L1 .03 04 OF 09 SHEETS 7/21/2014 jennifer greeson (phoenix) W:14140763000\Landscape\_CD1Garfield County\0763-CD-L1.04.dwg 2ND SUBMITTAL NOTE: -Primary control joints occur between all adjacent concrete -Landscape contractor to approval prior to initial pour. -All curved headers shall -All curbing & headers shall depressions as required. +16�� &a at 10'-0" surfaces.04- show layout be smooth, not o.c. Expansions of header w/ marking continuous transitions impeed onsite drainage joints to paint w/ flows. occur at a max. spacing of 30'-0" & or 1/2" pvc tubing for owner a uniform width as noted on plans. Should this occur, provide swale TOP OF HEADER SHALL BE INSTALLED TO BE THE SAME HEIGHT AS ADJACENT SIDEWALKS, CURBS, AND/OR OTHER FLATWORK. CLASS "A" CONCRETE MIN. (3000 PSI), 1/2" RADIUS EDGES TURF NOTE: -Plants delivered w/ cracked or broken will be rejected. -Thin, tall trees may need more than -Remove nursery stake after planting. -Install temporary pvc arbor guards planted in turf. s e iet op Q 1u e'.00 o® a paP e 6,‘1: i, e €.2-:i, a �;" +; _ 'a" tt ,, a ' s fiat �' w^ate °� e A o"; �� a a al .V a sir u P o -°. �t o `a ru e', a r� 12 GA. PLASTIC COATED MULTI STRAND STEEL containers WIRE. WRAP END OF WIRE A MIN. OF 5 TIMES AROUND STAKE. INSTALL HOSES AT LOWEST HEIGHT POSSIBLE ON THE TRUNK THAT KEEPS one tie. THE LEADER UPRIGHT, WHILE ALLOWING MAXIMUM MOVEMENT OF THE CROWN. on all trees (2)2"0 X 8' LODGEPOLE PINE STAKES FOR 15 GAL. KES a FOR 24" & 36" BOX (48" BOX AND LE LARG RINE AO NOT 8°�a�, REQUIRE STAKING). SEE TREE STAKING DETAIL �I- - o" �1- MORE INFORMATION. °IFERTILIZER TABLETS, AGRIFORM 21 GRAM 20-10-5, 4 PER 15 GAL., 6 PER 24" BOX, AND 8 PER ; '' q �r�;, 36" BOX OR LARGER, 3" MIN. BELOW FINISH GRADE EVENLY AROUND ROOTBALL. d";y. , r r a . _' S""'''"rt° ROCK/BARK MULCH, REFER TO LANDSCAPE MATERIAL SCHEDULE FOR MULCH ® ® ®1 ® U D LL F- LL U U) QJ O Z O 0 �0OF- 12" MIN. W LL O Q Q U 0 z J 0 NEW 1/2" WRAP 18" MAX. TYP. SINGLE RUBBER HOSE, NEATLY TWIST OF 5 TIMES AT & #12 GAUGE MULTI -STRAND WIRE AROUND / TRUNK 18" MIN., TYP. GUY WIRE A MIN. ALL LOCATIONS BEND DOWN, TYP. Q PLASTIC COATED STEEL, TYP. C LODGEPOLE A DOUBLE TRUNK TREE TRUNK, MULTI -TRUNKED TREES SHALL HAVE ALL MAJOR LEADERS STAKED OR SUPPORTED. ONE CONTINUOUS PIECE OF #12 GAUGE PLASTIC COATED MULTI -STRAND STEEL, TYP. 1/2% SPECIFICATIONS. I FINISH GRADE Li BACKFILL w/ NATIVE SOIL. TAMP & WATER SETTLED ONCE PRIOR TO TREE PLANTING & - N11A1 i III \ I \ Ill \ � �� '�,�w !— _ ONCE AFTER THE TREE WELL HAS BEEN — — —I=11I 11 111-111-i I I-111-111 11=11 111=111 DA UG aital1 SRT ate 03/30/09 6\01 original Da - .f Licensure k. "0 -9 TF OF COL ,'Z' Fp LIAOSCAPE ' N a —111 111-11 111 I- IL -11I -111=111-I SHEET TITLE PLANTING DETAILS BACKFILLED. SECOND WATERING SHALL BE WITHIN 24 HOURS. UNDISTURBED NATIVE SOIL I__ 1 -ktkI1 PLANT PIT IS 2x THE WIDTH & EQUAL TO THE DEPTH OF THE ROOTBALL. SCARIFY SIDES & 1-1If BOTTOM PRIOR TO PLANTING. MINIMUM OF 5 TIMES & BEND DOWN, TYP. 20 x 8' LODGEPOLE PINE STAKES FOR 15 GAL. TREE, 2"0 x 12' STAKES FOR 24" BOX OR LARGER. DRIVE STAKES 2'± INTO Si 6" MIN. BELOW ROOTBALL,TYP. ® MULTI TRUNK Ili=III III 1 1I11I—I11=111I I11I 1-1"1111. 1 II III -111-111=111=111=111=111=111=111 11=11I=1I1=1115-111-=1I I=11I=1� 1=111=1 _111311I=1I1=1I IE 1=II I—I 11I=1 I =11ITii I ROCK/BARK MULCH —111111-1_1111 III=1 III=II I=I I —III III III—III= =III -111- I=II MirGROUND, III COMPACTED OR UNDISTURBED SUBGRADE ROOT BALL, SCARIFY SIDES PRIOR TO PLANTING. DO NOT COVER CROWN OF ROOTBALL w/ SOIL. PLANT 1" TO 2" ABOVE FINAL GRADE TO ALLOW FOR SETTLEMENT. CD CONCRETE HEADER NOT TO SCALE (3TREE STAKING NOT TO SCALE riTh TREE PLANTING NOT TO SCALE PROVIDE FINAL APPLICATION OF WEED CONTROL UPON FINAL RAKING. ROCK/BARK MULCH. REFER TO LANDSCAPE MATERIAL SCHEDULE FOR MORE INFO. APPLY PRE -EMERGENT HERBICIDE AS PER — TYPICAL SHRUB FERTILIZER TABLETS, AGRIFORM 21 GRAM 20-10-5, 1 PER 1 GAL., 2 PER 5 GAL., 4 PER 15 GAL., 3" MIN. BELOW FINISH GRADE EVENLY AROUND ROOTBALL. o �� co�,� c�� MANUFACTURER'S RECOMMENDATIONS O -� p,�� (SURFLAN, DACTHOL, OR APPROVED EQUAL). z o ROCK/BARK MULCH, REFER TO LANDSCAPE w 00 �� i MATERIAL SCHEDULE FOR MULCH SPECIFICATIONS. o _O_ ov FINE GRADED SUBGRADE. RAKE SMOOTH TO `' ^O�� O c ALLOW FOR AN EVEN APPLICATION OF MULCH `.. o o , O do 600 & INSURE POSITIVE DRAINAGE FROM ALL ( T-„ �� y`�� `., ! o. FINISH GRADE UNDISTURBED NATIVE SOIL NOTE: -The below -Contractor -Contractor -Contractor PRE _111_11_11:_:::_m_:: —11i-111— I- STRUCTURES 111111 I l E111 111111 111111 I 1 =111 III=11I 111-111=111-111=111 -- I f=1 I I=1 T 1=11 I=1 I1. 1=11 I=1TIH 11-1 I I -L�i11111 IIII111111111111�111111111111111-111-' finish grade of landscape areas receiving rock/bark mulch must be graded 2-1/2" concrete or other adjacent paved surfaces prior to installation of the mulch. to provide rock/bark mulch sample to owner prior to installation for approval. to be responsible for any variation from approved mulch. to provide two separate applications of pre -emergent. DO NOT APPLY -EMERGENT IN AREAS TO BE HYDROSEEDED. - - 1 1I 1 w --ea,�M�/�i lit0 i� tisII" II I I II ROOT BALL, SCARIFY SIDES PRIOR TO -If I II—III PLANTING. DO NOT COVER CROWN OF ROOTBALL w/ SOIL. PLANT 1" TO 2" ABOVE FINAL GRADE TO ALLOW FOR SETTLEMENT. BACKFILL w! NATIVE SOIL. TAMP & WATER 111 _I I - ' 1, II I IH 1— — — - 11=1T=T=III=T=1 I1—I 1I—I 111-111-111= � I, ,III, ,III=111=' I= SETTLED ONCE PRIOR TO SHRUB PLANTING & 11— I ONCE AFTER THE SHRUB WELL HAS BEEN BACKFILLED. SECOND WATERING SHALL BE WITHIN 24 HOURS. PLANT PIT IS 2x THE WIDTH & EQUAL TO THE DEPTH OF THE ROOTBALL. SCARIFY SIDES & BOTTOM PRIOR TO PLANTING. C ROCK/BARK MULCH NOT TO SCALE �SHRUB PLANTING NOT TO SCALE installation BACK OF WALK OR CURB SIDEWALK NOTE:WIN;04,14v Finishgrade to be 2 1/2" below topof walk before of rock mulch (1 1/2" for turf). 6'-0" TO 8'-0"_ a kLay ix ,- ao �; ' F ^.`i " % " v'� a ir 8v jp� eale Y d 3 ``` tiHa�",'" t ` Iiir git / TREE/SHRUB (REFER TO TREE OR SHRUB PLANTING DETAIL FOR GUIDELINES) .' ROOTBALL FINISH GRADE COMPACTED PAD FOR ROOT BALL SUPPORT. PAD TO BE GRADED TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM ROOTBALL & INTO WELLS. 8"0 x 5'-0" DEEP AUGER DUG WELL FILLED w/1" - 3" PEA GRAVEL. WELLS TO EXTEND BEYOND I I i—I! I I=111 _ -1Ipir III ' `�'�i HARDPAN LAYER. WELLS TO OCCUR @ ALL 4 CORNERS OF TREE PLANTING WELLS & @ DOWNHILL SIDE OF SHRUBS. LOCATE WELLS TO MIN. 111W _ I 1 -III 111—J I I. =1I ITI I IIfk THE SIDE OF THE ROOTBALL, NOT UNDER. HARDPAN/CALICHE CONDITION ' a d a _ ` I f—I f III I `III I f 11 11 I—III III 1— III III . ��® - < 11 I Ill 11 111=1 11=11 I-1 11-1 11—Ill-11 I-1 11-11 H I L , ICI ! 1-1 11=11 I- 'r=111 ' I I-1 I I 1-1 11=11 I-111-1 I I-111=111= =111=111=111=11 I=1 I I=1 11-111=1 I=1 =111-111-111-1 1-1 11-11_5-111-11L=11_-111-111=111=1 I _11 R,ijIJH CURB I1111=1 I=1 I I-1 I -1 1a E 111-111-! 1 I=Ill=1 I I 11 Hll 11 I 1111 II 111 I�I I II IJ11' MI W .' =II_ 1=11 I I r � NOTE: -Test all planting wells prior do not completely drain within -It shall be the responsibility conditions. No change orders acceptance of bid. ='i`-1 IiI 1 I�1'I to planting. Fill 24 hours. of the contractor will be processed .III -1 all wells with water and modify all wells that to review the site prior to bidding for soil for hard dig conditions after (3SWALE AT WALK OR CURB NOT TO SCALE ®PLANTING IN HARDPAN NOT TO SCALE 2ND SUBMITTAL ITY YTI F- W U D LL F- LL U U) QJ O Z O 0 �0OF- W \/ U) D W LL O Q Q U 0 z J 0 LL zWL3� QLLO0 CCa««< DA UG aital1 SRT ate 03/30/09 6\01 original Da - .f Licensure k. "0 -9 TF OF COL ,'Z' Fp LIAOSCAPE ' DATE 107/21/2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE PLANTING DETAILS SHEET NUMBER L 1 . 0 4 05 OF 09 SHEETS IRRIGATION GENERAL NOTES 1. THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH A MAXIMUM STATIC WATER PRESSURE AND A MINIMUM FLOW PER THE PLANS. CONTRACTOR TO SITE VERIFY PRESSURE AND NOTIFY LANDSCAPE ARCHITECT OF ANY DIFFERENCES PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. IF CONTRACTOR FAILS TO NOTIFY LANDSCAPE ARCHITECT, HE IS FINANCIALLY RESPONSIBLE FOR ANY NECESSARY SYSTEM ALTERATIONS THAT RESULT. 2. THE CONCEPTUAL IRRIGATION PLAN SHOWN IS FOR REFERENCE ONLY. THE DESIGN AND ENGINEERING OF THE AUTOMATIC IRRIGATION SYSTEM SUPPLYING WATER TO ALL NEWLY INSTALLED PLANT MATERIAL IS SCHEMATIC IN NATURE. CONTRACTOR TO REFER TO THE LANDSCAPE PLANS TO AID IN THE DESIGN AND ENGINEERING OF THE IRRIGATION SYSTEM. 3. CONTRACTOR TO PROVIDE OWNER WITH "AS-BUILTS" FOR THE INSTALLED IRRIGATION SYSTEM PRIOR TO FINAL ACCEPTANCE OF WORK. AS-BUILTS TO BE HANDLED ON A DAILY BASIS DURING INSTALLATION OF SYSTEM. 4. THIS IRRIGATION DESIGN IS DIAGRAMMATIC. DRIP LATERAL LINES ARE NOT SHOW GOING TO EVERY PLANT FOR DESIGN CLARIFICATION ONLY AND THE CONTRACTOR SHALL ENSURE ALL PLANTS RECEIVE DRIP IRRIGATION. EQUIPMENT, PIPING AND VALVES, ETC. SHOWN WITHIN PAVED AREAS AND OUTSIDE OF THE PROPERTY BOUNDARIES ARE SHOWN FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN THE PLANTING AREAS. LOCATE VALVES AND BPUS WITHIN SHRUB AREAS SO THAT THEY ARE VISUALLY UNOBTRUSIVE. 5. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED BY HIS WORK. THE CONTRACTOR SHALL COORDINATE THE WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THOUGH WALLS, UNDER ROADWAYS AND PAVING, AND THROUGHOUT THE LIMITS OF WORK. 7. INSTALL BACKFLOW PREVENTION UNIT(S) PIPING BETWEEN THE POINT OF CONNECTION AND THE BPU PER LOCAL CODES. THE FINAL LOCATION OF THE BPU SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 8. 120V AC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER WITH A LICENSED ELECTRICAL CONTRACTOR. THE FINAL CONTROLLER LOCATION SHALL BE APPROVED BY THE OWNER. 9. PROVIDE ELECTRICAL AND IRRIGATION SLEEVES UNDER PAVING TO ALL PLANTING AREAS. 10. MAINLINE PIPING, LATERALS AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. LANDSCAPE CONTRACTOR TO COORDINATE INSTALLATION OF IRRIGATION SLEEVES PRIOR TO CONCRETE BEING POURED. SLEEVES SHALL BE OF SUFFICIENT SIZE FOR DOUBLE THE REQUIRED NUMBER OF WIRES AND PIPE. 11. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED BY THE LANDSCAPE ARCHITECT. IF NO PIPE SIZING IS SHOWN ON THE PLANS REFER TO THE PIPE SIZING SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION. 12. IRRIGATION HEADS, VALVES, AND CONTROLLER TIMING SHALL BE ADJUSTED TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO ADJACENT CURBS, STREETS, WALKS, WALL AND EXISTING STRUCTURES. IF NECESSARY, THE CONTRACTOR SHALL ADJUST HEAD SPACING, NOZZLE ARC/TRAJECTORY, OR INSTALL ADDITIONAL HEADS TO ENSURE PROPER COVERAGE. 13. IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 14. ALL PIPE SHALL BE BEDDED ON ALL SIDES WITH FOUR INCHES OF ROCK FREE (3/8" MINUS) MATERIAL. IMPORT SAND IF NECESSARY. BACKFILL IN TWO OR MORE COMPACTED LIFTS. SETTLING OF TRENCHES BY MORE THAN AN INCH SHALL BE BROUGHT BACK TO FINISH GRADE AT THE CONTRACTOR'S EXPENSE. 15. IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 16. ALL PLANTS REQUIRING MORE THAN ONE DRIP EMITTER SHALL HAVE EMITTERS DISTRIBUTED EVENLY AROUND PERIMETER OF PLANTING WELL. EMISSION POINTS AT ROOTBALLS SHALL BE LOCATED ON THE UPHILL SIDE, MIDWAY BETWEEN THE CENTER OF THE PLANT AND THE EDGE OF THE ROOTBALL. 17. THE CONTRACTOR SHALL PROVIDE IN-LINE AND/OR SPRINKLER CHECK VALVES AS REQUIRED THROUGHOUT THE IRRIGATION SYSTEM LOCATED WITHIN A SLOPED AREAS TO PREVENT LOW IRRIGATION HEAD DRAINAGE. 18. 24 VOLT WIRE SHALL BE TYPE "UF" 600 VOLT, SOLID COPPER, SINGLE CONDUCTOR WIRE WITH PVC INSULATION AND BEAR UL APPROVAL FOR DIRECT UNDERGROUND BURIAL. COMMON WIRE IS TO BE 10 GAUGE WHITE; CONTROL WIRE IS TO BE 12 GAUGE RED (USE NO BLACK WIRE). TAPE AND BUNDLE WIRE AT 10' O.C. LAY BESIDE MAINLINE. SPLICE IN VALVE BOXES ONLY USING MANUFACTURED DRY -TYPE DIRECT BURY WATERPROOF CONNECTORS. PROVIDE 24" SLACK AT EACH ELBOW IN MAIN LINE AND 30" SLACK AT EACH REMOTE CONTROL VALVE LOCATION. PULL ONE ADDITIONAL YELLOW 10 GAUGE SPARE WIRE TO THE MOST DISTANT VALVE LOCATION IN ALL DIRECTIONS OUT FROM THE CONTROLLER FOR POTENTIAL FUTURE USE. REFER TO TWO -WIRE NOTES FOR SYSTEMS UTILIZING A TWO -WIRE PATH AND DECODERS. 19. LEVEL OF PEA GRAVEL IN IRRIGATION BOXES SHALL BE A MINIMUM OF 2" BELOW THE BOTTOM OF THE VALVE/FILTERS SO THAT THE COMPONENTS ARE COMPLETELY VISIBLE. ALL PEA GRAVEL AND/OR DEBRIS TO BE CLEARED FROM TOP OF VALVE/FILTERS AND THE LIP OF THE VALVE BOX. 20. ALL PIPING SHALL BE THOROUGHLY FLUSHED PRIOR TO EMITTER INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY FLUSHING OF EMITTERS DUE TO CLOGGING FOR THE DURATION OF THE MAINTENANCE PERIOD. ANY PLANT MATERIAL THAT DIES DUE TO EMITTER CLOGGING SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. 21. ALL VALVE BOXES TO HAVE OVERLAPPING LIDS WITH LOCKING BOLTS. ALL VALVE BOXES LOCATED WITHIN PLANTING AREAS SHALL BE DESERT TAN IN COLOR, ALL BOXES LOCATED WITHIN TURF AREAS SHALL BE FOREST GREEN. WHEN RECLAIMED WATER IS USED REFER TO RECLAIMED WATER USE NOTES FOR ADDITIONAL INFORMATION ON VALVE BOX COLOR. 22. THE UNDERGROUND EXTERIOR OF ALL IRRIGATION BOXES SHALL BE WRAPPED IN A WEED -BARRIER LANDSCAPE FABRIC PRIOR TO BACKFILLING FOR A WEED FREE ENVIRONMENT ON THE INTERIOR OF THE BOXES. 23. THIS IRRIGATION DESIGN IS BASED UPON USING THE SPECIFIED EQUIPMENT IN THE INSTALLATION/FABRICATION OF THE SYSTEM. CONTRACTOR, UPON APPROVAL OF THE OWNER AND/OR LANDSCAPE ARCHITECT, MAY SUBSTITUTE PRODUCTS/MANUFACTURERS AS LONG AS ANY CHANGED EQUIPMENT MEETS OR EXCEEDS THE SPECIFICATIONS OF THE ORIGINALLY LISTED ITEM. CONTRACTOR TO BE RESPONSIBLE TO ENSURE THAT THE IRRIGATION SYSTEM OPERATES AT OPTIMUM SERVICE LEVEL. 24. THE SYSTEM, UPON COMPLETION, SHALL PROVIDE 100% WATER COVERAGE TO ALL NEWLY INSTALLED VEGETATION. IF EXISTING PLANT MATERIAL IS TO REMAIN ON SITE, THE NEW IRRIGATION SYSTEM SHALL BE MODIFIED IN THE FIELD BY THE LANDSCAPE CONTRACTOR TO INCLUDE ALL EXISTING MATERIAL ON THE NEWLY INSTALLED AUTOMATIC IRRIGATION SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR o THE INITIAL PROGRAMMING OF THE CONTROLLER AND SHALL WARRANTY THE SYSTEM TO BE FULLY FUNCTIONAL UPON PROJECT COMPLETION. C 0 RECLAIMED WATER USE NOTES 1. PIPE WHICH IS TO BE UTILIZED FOR ANY RECLAIMED WATER WITH CHEMICAL OR BACTERIAL CONTENT WHICH MAY BE HARMFUL TO HUMAN C 0 N N W:14140763000\Landscape\_CD1Garfield County\0763 CD-L2.01.dwg BEINGS IF CONSUMED, SHALL BE CLEARLY IDENTIFIED AS DIFFERENT FROM POTABLE WATER PIPES BY: A. INTEGRAL COLOR CODED PURPLE. B. THE WORDS "CAUTION: RECLAIMED WATER - DO NOT DRINK" PRINTED IN BLACK OR WHITE LETTERING ALONG THE ENTIRE LENGTH. 2. PRESSURIZED MAINLINES SHALL HAVE 3" WIDE METALLIC DETECTABLE WARNING TAPE WITH THE WORDS "CATION: RELAIMED WATER - DO NOT DRINK" INSTALLED 12" ABOVE THE TOP OF THE PIPE. WARNING TAPE SHALL BE CONTINUOUS, OVER THE ENTIRE LENGTH OF THE PIPE. 3. ALL VALVE BOXES SHALL BE INSTALLED WITH PURPLE COVERS, CAST WITH THE WORDS "RECLAIMED WATER". 4. IF POTABLE SOURCE IS USED FOR TESTING OR FLUSHING, REMOVE ALL CONNECTIONS, WITNESS BY OFFSITE INSPECTOR. 5. ALL WATER DELIVERY SYSTEM COMPONENTS USED FOR CONVEYING RECLAIMED WATER SHALL BE IDENTIFIED AS SUCH BY COLOR CODING PURPLE OR APPROVED EQUAL. 6. ALL PRESSURIZED IRRIGATION MAINLINES SHALL MAINTAIN A MINIMUM 6'-0" HORIZONTAL AND 2'-0" VERTICAL SEPARATION FROM ANY LINE CONVEYING A DISSIMILAR TYPE OF WATER. 7. ALL PRESSURIZED MAINLINES CONVEYING RECLAIMED WATER SHALL BE A MINIMUM OF 36" BELOW GRADE OR 24" BELOW POTABLE WATER IRRIGATION LINES, WHICHEVER IS GREATER. 8. CONTRACTOR SHALL INSTALL RECLAIMED WATER SIGNS READING: "CAUTION: RECLAIMED WATER - DO NOT DRINK." SEE PLANS FOR SIGN LOCATIONS. IRRIGATION WARRANTY NOTES 1. AS PART OF THE BASE BID, ALL IRRIGATION SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE. 2. IRRIGATION MAINTENANCE DURING ALL GUARANTEE PERIODS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE. 3. AS PART OF THE ORIGINAL CONTRACT, THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS OF THE FIELD INSTALLED IRRIGATION SYSTEM LAYOUT. THESE AS -BUILT DRAWINGS SHALL BE PREPARED AND MAINTAINED AS WORK PROGRESSES ON-SITE. FINAL AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE OWNER AT FINAL WALK-THRU AND PRIOR TO FINAL ACCEPTANCE OF WORK. REFER TO IRRIGATION NOTES FOR ADDITIONAL INFORMATION ON WHAT IS TO BE INCLUDED IN THE IRRIGATION AS -BUILT DRAWINGS. 4. LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE OWNER TYPEWRITTEN MAINTENANCE GUIDELINES AT FINAL WALK-THRU AND PRIOR TO FINAL ACCEPTANCE OF WORK. 5. REFER TO BOOK SPECIFICATIONS, IF INCLUDED IN THIS DOCUMENT SET, FOR ADDITIONAL INFORMATION ON THE SPECIFICS OF THE ANTICIPATED WARRANTY. PIPE SIZING SCHEDULE ALL WATER SERVICES TO BE TYPE K COPPER. MAINLINE LESS THAN 3" SHALL BE A MINIMUM SCHEDULE 40 SOLVENT WELD. ALL MAINLINE PIPE 3" AND LARGER SHALL BE A MINIMUM CLASS 200 'RING TITE' PIPE WITH DUCTILE IRON FITTINGS AND THRUST BLOCKING. ALL 1/2" LATERAL PIPE SHALL BE A MINIMUM CLASS 315 SOLVENT WELD. ALL LATERAL PIPE 3/4" AND ABOVE SHALL BE A MINIMUM CLASS 200 SOLVENT WELD. THE FOLLOWING PIPE SIZES ARE THE MINIMUM SIZES ALLOWED, PIPE SIZES SHOWN ON THE PLANS MAY BE LARGER TO COMPENSATE FOR HYDRAULIC LOSSES. TYPE K COPPER Flow (GPM) Pipe Size Flow (GPM) Pipe Size Flow (GPM) Pipe Size 0-3 1/2" 4-5 6 5/8" 3/4" 7-12 13 - 18 19-26 1" 1-1/4" 1-1/2" SCHEDULE 40 27-47 2" 48 - 72 73-103 2-1/2" 3" Flow (GPM) Pipe Size Flow (GPM) Pipe Size 0-4 1/2" 5-8 9-13 3/4" 1" 14-23 24-31 1-1/4" 1-1/2" 32-52 2" CLASS 200 & 315 Flow (GPM) 53 - 74 Pipe Size 2-1/2" Flow (GPM) 0-6 7-10 11-17 18-27 Pipe Size 1/2" Flow (GPM) Pipe Size Flow (GPM) Pipe Size 3" 3/4" 1" 1-1/4" EMITTER SCHEDULE 28 - 35 36 - 56 57-82 1-1/2" 2" 2-1/2" 83-122 123 - 203 204 - 440 4" 6" ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF PLANT MATERIAL. ONE EMISSION POINT TO BE LOCATED AT THE PLANT BALL WITH ADDITIONAL POINTS WITHIN THE PLANT PIT PERIMETER AS DETAILED. PLANT TYPE PLANT SIZE EMITTERS PER PLANT GPH PER OUTLET NUMBER OF OUTLETS TOTAL GPH PER PLANT TREE 5 GAL. 1 MULTI 2 GPH 1 2 GPH TREE 15 GAL. 1 MULTI 2 GPH 2 4 GPH TREE 24" BOX 1 MULTI 2 GPH 3 6 GPH TREE 36" BOX 2 MULTI 2 GPH 4 8 GPH TREE 42" BOX 2 MULTI 2 GPH 4 8 GPH TREE 48" BOX 2 MULTI 2 GPH 5 10 GPH TREE 54" BOX 3 MULTI 2 GPH 8 16 GPH TREE 60" BOX 3 MULTI 2 GPH 8 16 GPH TREE 68" BOX 4 MULTI 2 GPH 10 20 GPH TREE 72" BOX 4 MULTI 2 GPH 10 20 GPH TREE 84" BOX 4 MULTI 2 GPH 12 24 GPH TREE 96" BOX 5 MULTI 2 GPH 16 32 GPH SHRUB 1 GAL. 1 SINGLE 1 GPH 1 1 GPH SHRUB 5 GAL. 1 SINGLE 1 GPH 1 1 GPH GROUNDCOVER 1 GAL. 1 SINGLE 1 GPH 1 1 GPH PALM/CITRUS/TREE PALM 2 RZWS 15 GPH (.25 GPM) 2 30 GPH (.5 GPM) IN TURF ANNUALS ANNUALS 1 bubbler/25 s.f. 60 GPH (1 GPM) 1 60 GPH (1 GPM)/25 s.f. SLEEVING SCHEDULE ALL SLEEVING SHALL BE SCHEDULE 40 PVC AND INSTALLED WITH A MIN. OFFSET AT ALL JOINTS TO PERMIT EASY INSTALLATION AND REMOVAL OF THE IRRIGATION LINES. MAINLINE PIPE, LATERAL PIPE, AND CONTROL WIRE SHALL BE PLACED IN SEPARATE SLEEVES. EXTEND ALL SLEEVES AT LEAST 12" BEYOND THE EDGES OF THE PAVEMENT AND "MARK" LOCATION BY DRIVING A 12" REBAR STAKE NEAR THE END OF EACH SLEEVE (TOP OF REBAR STAKE SHALL BE A MIN. OF 6" BELOW FINISH GRADE). SIZE OF SLEEVES SHALL BE AS FOLLOWS: PIPE SIZE SLEEVE SIZE PIPE SIZE SLEEVE SIZE 1/2" to 1" 2" MINIMUM 4" 8" MINIMUM 1-1/4" to 1-1/2" 3" MINIMUM 6" 12" MINIMUM 2" 4" MINIMUM WIRE SLEEVE 2" MINIMUM 2-1/2" to 3" 6" MINIMUM W \, UO D 0_D 0 LL O UW VALVE BOX BRANDING ALL VALVE BOXES SHALL BE CARSON (WITH LOCKING BOLT) OR APPROVED EQUAL . ALL VALVE BOXES SHALL BE BRANDED WITH 1-1/2" LETTERS AS SHOWN BELOW. BOXES SHALL BE GREEN IN TURF AREAS AND TAN IN ROCK OR BARK MULCH. IF IRRIGATION SYSTEM IS USING RECLAIMED WATER, ALL VALVE BOXES SHALL BE PURPLE. SYMBOL TYPE OF VALVE SYMBOL TYPE OF VALVE BV GV WS FC BALL VALVE GATE VALVE WIRE SPLICE FLUSH CAP VALVE # QCV MV FS VALVE QUICK COUPLER VALVE MASTER VALVE FLOW SENSOR IRRIGATION MATERIAL SCHEDULE NOTE: THIS IRRIGATION SYSTEM TO USE THE FOLLOWING EQUIPMENT OR APPROVED EQUAL. REFER TO IRRIGATION DETAILS, NOTES AND SCHEDULES FOR ADDITIONAL INFORMATION. N/S: DENOTES SYMBOL NOT SHOWN ON PLANS FOR CLARITY. M WATER METER: BY OTHERS, COORDINATE INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE. SIZE AS INDICATED. /X%, CONTROLLER & ET/RAIN SENSOR: HUNTER IC -600-M I -CORE 6 STATION BASE UNIT CONTROLLER AND HUNTER WSS-SEN WIRELESS SOLAR SYNC ADJUSTABLE ET/RAIN SENSOR. MINIMUM STATIONS PER PLAN. X = CONTROLLER I.D. FINAL LOCATION TO BE DETERMINED IN FIELD BY OWNER AND LANDSCAPE CONTRACTOR PRIOR TO INSTALLATION. SENSOR SHALL BE MOUNTED WITHIN 800 FEET OF THE CONTROLLER. DO NOT LOCATE SENSOR UNDER COVER OF TREES. CONTROLLER & ET/RAIN SENSOR: HUNTER IC -600 -PP I -CORE 6 STATION BASE UNIT CONTROLLER w/ PLASTIC PEDESTAL AND HUNTER WSS-SEN WIRELESS SOLAR SYNC ADJUSTABLE ET/RAIN SENSOR. CONVERT TO 2 -WIRE DECODER SYSTEM w/ HUNTER DUAL48M DECODER OUTPUT MODULE. MINIMUM STATIONS PER PLAN. X = CONTROLLER I.D. FINAL LOCATION TO BE DETERMINED IN FIELD BY OWNER AND LANDSCAPE CONTRACTOR PRIOR TO INSTALLATION. SENSOR SHALL BE MOUNTED WITHIN 800 FEET OF THE CONTROLLER. DO NOT LOCATE SENSOR UNDER COVER OF TREES. - BACKFLOW PREVENTION UNIT: FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY w/ 650A WYE STRAINER (20 MESH). SIZE PER PLANS. ASSEMBLY TO BE PLACED IN A GUARD AND FPTC-1 THERMOSTATIC FREEZE RELIEF KIT. SHACK ENCLOSURE BY BPDI. 0 S N/S (0.6, 1.0, OR 2.0 G.P.H.) N/S (0.6, 1.0, OR 2.0 G.P.H.) N/S N/S AIR/VACCUUM RELIEF VALVE: CRISPIN UL10.1 1" UNIVERSAL AIR RELEASE VALVE. ASSEMBLY TO BE PLACED IN A GUARD SHACK BY BPDI. MANUAL DRAIN VALVE: REFER TO DETAIL 11, SHEET L2.04 REMOTE CONTROL VALVE w/ PRESSURE REGULATOR & WYE FILTER: HUNTER ICV-xxxG-FS SERIES, SELF-CLEANING ELECTRIC REMOTE CONTROL VALVE w/ SENNINGER PMR -MF -30 3/4" PRESET PRESSURE REGULATOR (30 P.S.I.) & 3/4" AG PRODUCTS WYE FILTER w/ 150 MESH SCREEN. INSTALL ONE NIBCO 4660 SERIES ISOLATION BALL VALVE FROM EACH CONTROL VALVE FOR ISOLATION PURPOSES, TYP. *NOTE* USE PRL -30 3/4" PRESET PRESSURE REGULATOR (30 P.S.I.) FOR FLOWS UNDER 2 G.P.M. END FLUSH CAP DRIP EMITTER, MULTI -PORT: BOWSMITH ML200 SERIES, MULTI -PORT DRIP EMITTER. INSTALL SALCO EOCV-220 BUG CAPS AT ALL EMISSION POINTS. DRIP EMITTER, SINGLE PORT: BOWSMITH SL200 SERIES, SINGLE PORT DRIP EMITTER. INSTALL SALCO EOCV-220 CAPS AT ALL EMISSION POINTS. DISTRIBUTION TUBING (SPAGHETTI): SALCO PVC -250-170 1/4" PVC TUBING. VALVE BOX: CARSON (WITH LOCKING BOLT) OR APPROVED EQUAL . WATERLINE, BY OTHERS WATER SERVICE MAINLINE PIPE - LATERAL LINE (TREE) - LATERAL LINE (SHRUB) _ _ - _ _ _ PVC SLEEVE: SCHEDULE 40 PVC SLEEVE. SIZE PER SLEEVING SCHEDULE AND/OR IRRIGATION PLANS. _ W _ WIRE SLEEVE: SCHEDULE 40 PVC SLEEVE. SIZE PER SLEEVING SCHEDULE AND/OR IRRIGATION PLANS. VALVE TAG: VALVE TYPE CONTROLLER AND STATION GALLONS PER MINUTE VALVE SIZE 2ND SUBMITTAL ITY YTI I- 0 0 D LL CCU O 0 I z Q -I V O � W \, UO D 0_D 0 LL O UW o Cn 0__i 0 w zLLIELL � Q 0 0 CCa««< DA UG 41111114 ''? 03/30/09 o,\Q- �riginal Da - if Licensure v ``� 8 Ci TF OF COL g' Fp LIAOSCAPE ' DATE 107/21 /2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE IRRIGATION NOTES SHEET NUMBER L2 . 0 1 06 OF 09 SHEETS --"tla !rag 7/21/2014 jennifer greeson (phoenix) W:14140763000\Landscape\_CD1Garfield County\0763-CD-L2.02.dwg MATCHLINE 'A', SHEET L2.03 IRRIGATION LEGEND SYMBOL DESCRIPTION r N N H e S 111 W VALVE TAG: NORTH WATER METER, BY OTHERS BOOSTER PUMP CONTROLLER BACKFLOW PREVENTION UNIT MANUAL DRAIN VALVE MASTER VALVE MASTER VALVE & FLOW SENSOR GATE VALVE QUICK COUPLING VALVE REMOTE CONTROL VALVE w/ PRESSURE REGULATOR & WYE STRAINER REMOTE CONTROL VALVE w/ ON VALVE PRESSURE REGULATOR END FLUSH CAP WATERLINE (POINT OF CONNECTION) WATER SERVICE MAINLINE LATERAL LINE (TREE) LATERAL LINE (SHRUB) PVC SLEEVE PVC WIRE SLEEVE VALVE TYPE CONTROLLER AND STATION GALLONS PER MINUTE VALVE SIZE KEY MAP 0 10 20 SCALE: 1" = 20'-0" 40 2ND SUBMITTAL ITY YTI - Ll_l I- C...) U — D LL CCU O o I Z Q -I o�z0t w WD 0 % D o L O Lo Uw 0 0 w ZWU) � Q Lli 0 0 LL CCa««< DA UG 41116E41 SRT 03/30/09 o-61 original Da - if Licensure TF OF CON- ,•2� Fp L1AOSCAPE 1 DATE 107/21 /2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE IRRIGATION PLAN SHEET NUMBER L2 .02 07 OF 09 SHEETS 7/21/2014 jennifer greeson (phoenix) W:14140763000\Landscape\_CD1Garfield County\0763-CD-L2.03.dwg MATCHLINE 'A' SHEET L2.02 0 LC N 0 L) N NORTH 0 10 20 SCALE: 1" = 20'-0" IRRIGATION LEGEND SYMBOL DESCRIPTION 40 M❑ • r N N H e S W VALVE TAG: WATER METER, BY OTHERS BOOSTER PUMP CONTROLLER BACKFLOW PREVENTION UNIT MANUAL DRAIN VALVE MASTER VALVE MASTER VALVE & FLOW SENSOR GATE VALVE QUICK COUPLING VALVE REMOTE CONTROL VALVE w/ PRESSURE REGULATOR & WYE STRAINER REMOTE CONTROL VALVE w/ ON VALVE PRESSURE REGULATOR END FLUSH CAP WATERLINE (POINT OF CONNECTION) WATER SERVICE MAINLINE LATERAL LINE (TREE) LATERAL LINE (SHRUB) PVC SLEEVE PVC WIRE SLEEVE VALVE TYPE CONTROLLER AND STATION GALLONS PER MINUTE VALVE SIZE KEY MAP 2ND SUBMITTAL ITY YTI I- C.) U — D LL CCU O o I Z Q -I o�z0t W U)D 0 % D o L O Lo Uw 0 0 w ZWU)� Q LL 0 LIJ 0 CCa««< DAL/ IFS 4, 03/30/09 pA\ti' 03/30/09 original Da - if Licensure y- 8Ci TF OF CO-- ,. Fp L1AOSCAPE ' DATE 107/21 /2014 DRAWN I KCS/JLG DESIGNED I ASP/KCS CHECKED I ASP PROJECT # 14140763000 SHEET TITLE IRRIGATION PLAN SHEET NUMBER L2 .03 08 OF 09 SHEETS 7/21/2014 jennifer greeson (phoenix) W:14140763000\Landscape\_CD1Garfield County\0763-CD-L2.04.dwg HOSE BIB ADAPTER w/ END CAP ROCK/BARK MULCH, REFER TO LANDSCAPE MATERIAL SCHEDULE FINISH GRADE FINISH GRADE TURF OR ROCK/BARK MULCH, WALL METER, BY OTHERS MAINLINE, SIZE PER PLAN - IF NOT IDENTIFIED ON REUCED PRESSURE BACKFLOW PREVENTER PLAN, SIZE PER PIPE SIZING SCHEDULE PER IRRIGATION IRRIGATION CONTROLLER PER IRRIGATION MATERIAL MATERIAL SCHEDULE M MASTER VALVE (where shown) AP PER IRRIGATION MATERIAL �+X SCHEDULE ' gm - - - - -- • GATE VALVE (where shown) PER IRRIGATION MATERIAL SCHEDULE REMOTE CONTROL VALVE PER IRRIGATION MATERIAL SCHEDULE INSTALL ONE ISOLATION BALL EMITTERS/SPRINKLERS PER IRRIGATION MATERIAL �� .1 m m , ' SCHEDULE a • W (n D 0_D 0 LL O REFER TO LANDSCAPE MATERIAL SCHEDULE. INSTALL PER MANUFACTURER'S ZLLIELL � QLU LLO0 o� a��t�� Sac• k `�„ s. '�Itatigms CAirssir%;t®."kr't. SCHEDULE MOUNTING INSTRUCTIONS. 120V POWER AND GROUND SOURCE TO BE PER LOCAL CODE. m \ =III all -II! -111-I -1I I -I I=I —111-1' I� 11 1111 =1 I_- �I1-111 111 I III l I1 I I �f 1=1 111=11 I j1 III=1' -1I 1' hI I I 10" ROUND VALVE BOX w! I I I OVERLAPPING LID & LOCKING BOLT - SET BOX SO THAT TOP IS FLUSH ELECTRICAL CONDUIT J -BOX, TYP. CCa««< U.L. SCH. 40 PVC ELECTRICAL CONDUIT FOR u T� OF CO\-_ et Fp LIAOSCAPE ' a SHEET TITLE IRRIGATION DETAILS SHEET NUMBER L2.04 09 OF 09 SHEETS a_ �!�'ai.�•::nmAnai'0e�'O1 se a?!®® a.,4::"�i, a�nis•sa:• t•dt®.04 • ate®� I_11I L'Itla.4*a,.,r,.a . III iI -1 -11_11,_1[1_11_ii1;- 1— 111=111 ui l1=111=111=14 '111 1 1 1_ 111-1 1 I-111- -71 -11 ----UNDISTURBED SOIL 1-1 1 1-11 111- h COMMUNICATION CABLE (IF NECESSARY) STEEL CONDUIT FOR 120V POWER a Z N 1-111-1 1 E1111117 1=1 I- '11=111= I -III - EllE1 1 L1 -III —I 1=1 %j;•® 11-111- sus W Ell El4. afar is '1 mow•; � - w/ TURF FINISH GRADE OR LAYER 1=I� OF ROCK/BARK MULCH L1= -1I f 1111= 3/8" PEA GRAVEL, 4" DEEP - LINE -II 1 BOX w/ FILTER FABRIC GATE VALVE, REFER TO IRRIGATION 11=111=1—TI . •a ! 11=11 I -I 111=111=1 I- III=III=_ _=L111- I = I=1 1=1. 10" ROUND VALVE BOX w! U.L. SCH. 40 PVC ELECTRICAL CONDUIT FOR 24V U.F. DIRECT BURIAL WIRES (TO REMOTE CONTROL VALVES) k,�lIiA/�Jh/Id 1\J J//,l/IJIAl, f Xlf!/hhid r /A •-111= 911E1 11 ou1li ulriil I-111=111= - OVERLAPPING LID & LOCKING BOLT z N 1=1 I= III -I - -11111 = tram 11E111 ---ta's 1-11 11 1 � 1=11 -MEI =111= l ' -I 1I111-- ►' ► II I- -1-.111 +. I=1' - o �®: i, I !• • 061410 I� SET BOX SO THAT TOP IS FLUSH w/ LAYER OF ROCK/BARK MULCH 3/8" PEA GRAVEL, 4" DEEP - LINE BOX w/ FILTER FABRIC 18" REBAR STAKE - SECURE , 111 1,34 I SCH. 40 PVC SWEEP ELL r N llll -11.1 Ili= MATERIAL SCHEDULE FOR MORE VAVLE UPSTREAM FROM EACH 1-I 1 I -I 1=', a 1 INFO. RCV FOR ISOLATION PURPOSES PRESSURE REGULATOR & FILTER PER IRRIGATION MATERIAL SCHEDULE (drip only) LATERAL LINE, SIZE PER PLAN - IF NOT IDENTIFIED ON PLAN, SIZE PER PIPE SIZING SCHEDULE END FLUSH CAP ASSEMBLY, PER IRRIGATION MATERIAL SCHEDULE (drip only) • '11_1 _111=111E- -111 11� 11=' 6" x 24" SDR/PVC SLEEVE, NOTCH ,f ■ ' r I■,, TO FIT OVER PVC MAIN LINE T {{ ■ •`''r'� �,'1 ■ ,(t ASSEMBLY WITH HOSE CLAMPS v 4 ■ '■ 404, 44,(2? tare • ■ S ilt-t ■� � Ar 4. 3- PVC MAIN LINE 1 - SCHEDULE 80 MALE ADAPTER, SIZE AS REQUIRED. 3/8" PEA GRAVEL, 4" DEEP - LINE NOTE: • Electrical Contractor shall make all 120V connections per local and national codes. • Refer to Pipe Sizing Schedule for conduit sizes. • Paint all conduit and J -Boxes to match wall. ` PVC LATERAL, SIZE PER PIPE SIZING SCHEDULE SCH. 40 PVC ELL BOTTOM OF PIPE WITH FILTER FABRIC 6_19p END FLUSH CAP NOT TO SCALE CSISOLATION GATE VALVE NOT TO SCALE 4 Cy WALL MOUNT CONTROLLER NOT TO SCALE C -Th SCHEMATIC IRRIGATION LAYOUT NOT TO SCALE 10" ROUND VALVE BOX SPEARS DS -100 CONNECTOR w/ CRIMP SLEEVE AND DS -300 DRY SEALANT(OR EQUAL)AND EXPANSION COILS (10 WRAPS AROUND 1/2" REMOTE CONTROL VALVE PER IRRIGATION MATERIAL SCHEDULE SCH. 80 SLIP x MIPT UNION (2x) DS -200 SPLICE PIPE) Z N STANDARD RECTANGULAR VALVE BOX WITH OVERLAPPING LID AND LOCKING BOLT - SET BOX SO THAT TOP IS FLUSH w/ TURF FINISH GRADE OR LAYER OF ROCK/BARK MULCH TURF OR ROCK/BARK MULCH, REFER TO LANDSCAPE ¢ MATERIAL SCHEDULE 4" 6" 4" cc w F U BUG CAP PER IRRIGATION N 'MTh-_ \ MATERIAL SCHEDULE, TYP. 1/4" DISTRIBUTION TUBING (MAX. (NI' IIID - - 1111��I I' 1 1 j = LENGTH 5'-0") ROCK/BARK MULCH, REFER TO = LANDSCAPE MATERIAL SCHEDULE TUBING STAKE PLACED 12" AND 48" FROM EMITTER FINISH GRADE / 77 / / / I'- IY w MIN. COVER CHART cr > O ci TYPE MIN. COVER MAINLINE PIPE 24" l. 111' \ 1 I—III =III- - - III I- III- CONTROL WIRE 24" I I III l l -11: LATERAL PIPE 12" 111111 EW 8" PVC SLEEVE CLOSE VALVE AFTER DRAINING. LOCATE VALVES I —_� = STREET ELL POINTED POLY LATERAL PIPE 4"-6" (SUBSURFACE) I 6 = SINGLE -PORT EMITTER PER I AT LOW POINTS, A MIN OF ONE PER LATERAL. III I - I I DOWNWARD l SPAGHETTI TUBE 2" ` _ �I-I -I� io \ t IRRIGATION MATERIAL SCHEDULE =111 - 4�*� agar' �a � .�_� �1�a��a► ss h!C�!�w SLOPE ( ( 1 ( (MAX. 1/2" SCH. 80 PVC RISER PVC LATERAL, SIZE PER PIPE SIZING SCHEDULE PLANTING WELL, TYP. SCH.40 PVC TEE OR ELL EMISSION POINT, TYP. REDUCING DISTRIBUTION TUBING► LENGTH 5'-0") SHOW LOCATION OF DRAIN VALVES ON AS-BUILTS. = III SCHEDULE 80 NIPPLE 3/4" BRASS GATE VALVE ROCK! BARK MULCH IS AN ACCEPTABLE (1=1I COVER I=1 ` \ I 11= -III 11 WRAP WITH INSULATION N z % `z 1 --_- I I -II ill 11=1 FINISH GRADE - ■ = =I 1 , -III— I I- - ! _ - - - 1- 1 --1 l III„III-III l l N NOTE: Trench backfill shall be installed in 6” lifts and com acted firm) around the i e. pypp�!; w 1- < Q C — re) N - O - - - — D_ a. 0 Q L. T -D" 18'-0' 22'-0' 22'-0' 22'-0" rn 22'-0' m 22'-0' n ! 22'-D" n J 10'-6• O g''m 8' x =N T" gi O O O la x =m L-bx O O To x =00 1^ O O i =m )- I- O O =m=I I- O O i 1^ gl O. O x ?Lm 1 I O O 1 I S � Z'm 1 I x O N /-K D'/ / z o Cn 0 0 0 _ 0- o o- 0 0 0 0- o o. - 0 0 0 0= I I —I- i � D w II1 I I I I 1 I 14' MMInlIG • I 1RECORD • I 8' x 1 O' I 111 TRASH To SPARE * DOCK DOOR 1 5 I / 1 / \ / \ / "1 ( \ ( \ er 1 / ( 1 ( \ / \ r \ ( \ ( 1 _ I P CAGE ICAGE E I PDA ce I 8. x 9 / \ l \ / N / �, / N / N / \1 \ / \ l \ \, / I I L L.i\ 0 N , r/ ,/ -7r -._1 L.J h r.J DROP SKIP DOCK DOOR 4 8' x 9' 1 W Q lilm 1 FLOOR EL. 100.00' 8'x9' I 3 1 o ' l `? {V l DC 1 LOAD/UNLOAD DOCK DOOR _ 1 -I 2 I B' x 9' Iii I 0 m LOAD DOCK DOOR- J 1 I e s AI ID 0SEC I- d d T • 1 MAIN l/LO :3. CD 0 I �I 9 UTION I 1 I tDISTRl AREA ENTRANCE p p ry ` / — /— \ ! / }— / \ / `�J \ ! -Na \ / CHECK-IN ) O air �bb SF) CO m DOCK SVC. V) /t J \ / \ / \ / \ / \ / \ / \ / \ JINANtGRS.R$ SvC, MGR ©CHECK-IN (160 SF) — 251 S im CO \ iSTORAGE GENERP (106 SF) Q 0 Ww TRAIN ©321 EISF)G O Ce dThI6 aN _— 0 W S f brr iv 0 Q REFER FLOOR TO ENLARGED PLAN A2 FOR " • 0 a Q A E ADDITIONAL DETAIL 1 ._ p 3 iv O` ' OPS ADMIN. PLANNER C 0 0 A O�F4NlCE� E ' [ c. OFFICE �T) > 03 c 1.--- O O FJ in OMEN t M H- t✓ I— . . Eli DATE: ( DATE: ( IZt SF) 1111` O jjj DRIVE-IN DOOR �- QUj �a I 14 I 14' 18 COMPUTER P �' CV X ED ROOM MANAGER SENIOR .0 C Q I55 S (100 SF) 720S!MANAGER (120 SF) U a CD r�SORT 1 . IM ERSF) ! ` O. N 100 SF) OG \ C Q CD m O O Q o O REFER TO ENLARGED PVN FOR ADDRIONAL DETAIL IA NTRv __ AO SFS J D N I- Q 021 DESIGNED BY: DRAWN BY: V 0 TIS 0 �x / J CI \\ 0 C/) al :� 1I 1'-2" 36'-0' 22'-0" 22'-0' I 22'-0' 22'-0' u7 22'-0' 21'-6' 24'-6' 36'-0" 1'-2" T 6 S, R 89 W 'RINGS, CO 230 -4 w 0 0 0 0 0 0 0 0 0, NORTH BUILDING PLAN LJ - N Up SCALE 3/32' - 1'-0' U „ThCI LLJ (n O NOTES: 1. PERIMETER WALLS & FOUNDATIONS AT GRADE AREAS SHALL BE 8" ABOVE NOMINAL FIN. FL. ELEVATIONS REFER 2/D-2. 2. CONVEYOR EQUIPMENT TO BE FURNISHED AND INSTALLED BY TENANT. 3. DISTRIBUTION AREA (AND VEHICLE MAINTENANCE GARAGE, IF ANY) WILL BE HEATED. 4. REFER TO ELEVATIONS TO VERIFY DOOR INSTALLATION THIS PHASE. 5. IF REQUIRED BY CODE, DISTRIBUTION AREA (AND VEHICLE MAINTENANCE GARAGE, IF ANY) WILL RECEIVE A WET -TYPE SPRINKLER SYSTEM. LOCATED IN GLEN1 C A OH RIZ : 3/32" = 1-0' L VERT : N/A 0 SHEET 24 OF 27 ! 116'-4 0 CO N METAL WALL PANEL - COLOR: GAUNTLET GRAY METAL ROOF GALVALUME PANEL DOOR SIGN PROVIDE GUTTER AND DOWNSPOUTS TYP. METAL WALL PANEL - COLOR: GAUNTLET GRAY I METAL ROOF GALVALUME PANEL DOOR SIGN WEST ELEVATION SCALE: 3/32" = 11-0" 116-4" T COLOR: IRON ORE - DOOR - COLOR: IRON ORE - NORTH ELEVATION SCALE: 3/32" = 1'-0" METAL WALL PANEL - COLOR: GAUNTLET GRAY PROVIDE BUILDING MANUFACTURERS \t STANDARD CANOPY WITH GUTTER & 5'-0" DOWNSPOUTS 12 PROVIDE GUTTER AND DOWNSPOUTS TYP. DOOR - COLOR: IRON ORE-/ METAL ROOF GALVALUME PANEL i STANDARD BUILDING MOUNTED SIGN PROVIDE CANOPY AT OFFICE AND MAIN DISTRIBUTION AREA ENTRANCES. METAL WALL PANEL - COLOR: GAUNTLET GRAY u av DOOR - COLOR: IRON ORE METAL ROOF GALVALUME PANEL SUBSURFACE RAINWATER DRAINS AT OFFICE PERIMETER PROVIDE GUTTER & DOWNSPOUTS AT MAIN BUILDING DOOR SIGN DOOR - COLOR: IRON ORE -i u 011 SOUTH ELEVATION SCALE: 3/32" = 1-0" DOOR SEAL (TYP.) DOOR SEAL (TYP.) DOOR - COLOR: IRON ORE EAST ELEVATION SCALE: 3/32" = 1'-0" 230'-4" MOM 1111111 NEMEN 0 xuJ a. ¢ 0 C w CC w F- 0 m 6 z C C (a� c n C C C) 0 co 0 W tO N O O CO CO CHECKED BY: DESIGNED BY: TSB CO Cr) APPROVED BY: C 0 ccczt m z cC CD 0 Cn co (Y 0 O 09 COCO z cr N:0 - NU) 0 - NO) C w V) 0 Z of w 0 1- Q 0 O C HORIZ : 3/32" = 1-0' L E VERT : N/A SHEET 26 OF 28 N 69 04'08" i V SA L1 SA 0 L1 LI L1 L1 • __ • • �� .T_, ..r,l • • • • BUILDING 1 GFA 26,795 SF HEIGHT 24.5' MAX • • ,,,,=_ = =IGT As i „i AA ti� .LG I`d -- SA -UGE L1 • • COMPUTER ROOM ELEC. PANELS UGT • Li • SA O ANXIM 1.1 " S SC II II ADMIN 4 OFFICE l I pha �L1” Ca. L1 • SA Y-� MARKER TAPE WITH TRACE WIRE OR ALUMINUM FOIL POLYETHYLENE LAMINATE METAWC MARKER TAPE FINISH GRADE (3) 6" LAYERS OF BACKFILL (TYPICAL)COMPACT 1 SITE PLAN - ELECTRICAL SCALE 1"=30'-0" — PILLBOX EQUAL TO QUAZFIE 'PG' STYLE, OPEN BOTTOM, WITH LENGTH, WIDTH, & DEPTH AS REQUIRED - BOX & COVER SHALL HAVE MINIMUM TIER 15 RATING WHEN LOCATED IN NON -PAVED AND SIDEWALK AREAS & TIER 22 RATING WHEN SUBJECT TO OCCASIONAL, NON -DELIBERATE TRAFFIC BY HEAVY VEHICLES - COVER SHALL BE HEAVY DUTY LOCKING TYPE WITH APPROPRIATE LOGO, (I.E. "ELEC", "TELE", ETC.) �� TI laiNAktettbai i=u=u=m u=u- SAND OR SELECT BACKFILL UNDISTURBED EARTH CABLE SUPPORT(S) FINISH GRADE 24" T, POWER OR DATA/TELEPHONE T CONDUIT (TYPICAL) CONDUIT BUSHING (TYPICAL) CRUSHED STONE SINGLE -TIER ARRANGEMENT 2 SITE PULLBOX DETAILS SCALE NONE MARKER TAPE WITH TRACE WIRE OR ALUMINUM FOIL POLYETHYLENE LAMINATE 36' 3" MIN. .5" L 3" PRIMARY ELECTRIC 6" LAYERS OF COMPACT BACKFILL SAND OR SELECT BACKFILL (2) 4" SCH. 40 PVC CONDUITS WITH PULL LINE ONLY IN EACH (CONDUCTORS FURNISHED & INSTALLED BY ENTERGY) UNDERGROUND PVC INTERLOCKING DUCT SPACERS EQUAL TO CARLON "SNAP-N-STAC" INSTALL ON 5'-0" CENTERS • TRENCH DETAILS • SCALE NONE 0 MARKER TAPE WITH TRACE WIRE OR ALUMINUM FOIL POLYETHYLENE LAMINATE MARKER TAPE FINISH GRADE (3) 6" LAYERS OF COMPACT BACKFILL (TYPICAL) *9" L 6" -r SB null i� SAND OR SELECT BACKFILL UNDISTURBED EARTH CABLE SUPPORTS 'at , PULLBOX EQUAL TO QUAZTTE 'PG' STYLE, OPEN BOTTOM, WITH LENGTH, WIDTH, & DEPTH AS REQUIRED - BOX & COVER SHALL HAVE MINIMUM TIER 15 RATING WHEN LOCATED IN NON -PAVED AND SIDEWALK AREAS & TIER 22 RATING WHEN SUBJECT TO OCCASIONAL, NON -DELIBERATE TRAFFIC BY HEAVY VEHICLES - COVER SHALL BE HEAVY DUTY LOCKING TYPE WITH APPROPRIATE LOGO, (I.E. "ELEC", "TELE", ETC.) 24' POWER OR DATA/TELEPHONE i0 CONDUIT (TYPICAL) 2 -TIER ARRANGEMENT MARKER TAPE WITH TRACE WIRE OR ALUMINUM FOIL POLYETHYLENE LAMINATE SECONDARY ELECTRIC 6" LAYERS OF COMPACT BACKFILL SAND OR SELECT BACKFILL (4) 4" SCHEDULE 40 PVC CONDUIT WITH CONDUCTORS AS SPECIFIED ON THE POWER RISER DIAGRAM UNDERGROUND PVC INTERLOCKING DUCT SPACERS EQUAL TO CARLON "SNAP-N-STAC INSTALL ON 5.-0" CENTERS CONDUIT BUSHING (TYPICAL) CRUSHED STONE FINISH GRADE - MARKER TAPE WITH TRACE WIRE OR ALUMINUM FOIL POLYETHYLENE LAMINATE 24" \\\\\ • \\\\\\\ 3" MIN. TELEPHONE I CAN 6" LAYERS OF COMPACT BACKFILL SAND OR SELECT BACKFILL (2) 4" SCH. 40 PVC CONDUIT WITH PULL UNE ONLY IN EACH - FOR TELE/DATA/CAN (CONDUCTORS FURNISHED & INSTALLED BY OTHERS) UNDERGROUND PVC INTERLOCKING DUCT SPACERS EQUAL TO CARLON "SNAP -N -STAG" INSTALL ON 5'-0" CENIthS INSTALL GROUND LUG AND #6 SDBC TO GROUND ROD GASKETED HAND HOLE INSTALL BELL TYPE NYLON BUSHINGS (TYPICAL) INSTALL IN -UNE FUSE HOLDERS, WEATHERPROOF TYPE WITH INSULATING BOOTS, LITFLEFUSE "LEY" SERIES WITH 10 AMP CLASS CC FUSES (TYPICAL ALL POLES) INSULATED SPLIT -BOLT CONNECTIONS (TYPICAL ALL POLES) HARD SURFACE - CONCRETE OR PAVING 3'-O" SITE PLAN KEYED NOTES: 0 PAD MOUNTED UTILITY TRANSFORMER. 0 COMPOSITE SITE PULLBOX FOR TELEPHONE/CAN SERVICE. REFER TO STI -E PULLBOX DETAILS ON THIS SHEET. 0 TO SITE ELECTRIC & TELEPHONE UTILTIES - FIELD -VERIFY EXACT LOCATION. BASE COVER NON -SHRINK GROUT SHALL BE PACKED UNDER POLE BASE AFTER LEVELING POLE TO INSURE FULL CONTACT WITH FOUNDATION - PROVIDE DRAIN HOLE THRU GROUTING CONTINUOUS 1" CHAMFER NOTE: DIAMETER OF CONCRETE BASE SHALL EXTEND 1 INCH MINIMUM BEYOND BASE COVERPLATE. RUBBED CONCRETE FINISH ABOVE GRADE ANCHOR BOLTS - SIZE AS RECOMMENDED BY POLE MANUFACTURER 8° x 8" x 4" POLE BASE JUNCTION BOX WTTH CURVED UD - CARLON #88C24 �I. 1 #6 IN 3/4"C 4 SCHEDULE 40 PVC W/ RIGID STEEL ELBOWS SIZE PER PLANS (TYPICAL) INSTALL 5/8"x10'-0" GROUND ROD AND EXOTHERMIC WELD CONNECTION TO GROUND CONDUCTORS #4 RE -BAR WITH 14 TIES 12" ON CENTER BOTH WAYS (TYPICAL), 3000 P.S.I. CONC. WITH 3" MINIMUM COVER (VERIFY W/STRUCTURAL ENGINEER) 24" DIA. VERIFY WITH BASE COVER SEE NOTE ABOVE 6" 2 " 5'-0" MIN. t A 4 PARKING LOT LIGHT POLE BASE DETAILS SCALE NONE Know what's below. Call before you dig. UMW MEM EMMEN- a m F- 0 m C LI U CCI 0- C LU LU LU- 0- CC LJ0C= LU U) Q 0 CV N I• cc Q r a) X C g CLL.. GO1 a) C a) )O C a) co CV CO sro)0 0 0 CO CO 0 w U W U APPROVED BY: CO Li F- 4 CC 0 116 Airport Center Road HORN AS INDICATED VERT : NI/A SHEET 26 OF 27 al V b.i b. 13.2 01 0.1 b' b.2 0.3 0.3 0.4 0.5 t.4 0.4 0.5 1 b.2 1 0.4 b. 114 0.3 0.4 13,5 0.6 117 .a 114 13,3 0.3 0.3 0.3 13.2 0.7 0.8 0.6 0.5 b4 0.4 0.4 0.5 0.5 0.4 1.0 2.0 .0 1. 1.9 1.7 .3 1 .4 1.5 71x7 1.4 1.4 i 4 1•s 1.8 to 6 1.4 1 0.3 b� 0.4 0.2 0.1 0.1 t.1 b_1 •�.ik 11 0.1 0.1 0.1 0.1 0.3 3 b.3 116 0,8- 115 115 b.6 0.6 116 115 0.5 0.5 13.8 111 13.6 0.5 0.4 0.3 1.8 1.4 0.7 0.6 0.6 116 0.4 0.2 0.1 0.1 BUILDING 1 GFA 26,795 SF HEIGHT 24.5' MAX 4 r... ,0 ,;ice.` ,a,,..._,,... :per ,,,,2,, s it Iti Sia r :�1 ‘,.,tvive„„ 1.3 13.3 0.2 0.1 b.6 b.s .6 t 15 1.611_141.9 t 1.6 2.0 1.5 22 rte. 24 2.0 1.s 1.6 1 2.2 2.3 1.9 ` 1.6 1 7 0.6 11 ,. 2.6 2.9 2.4 1.i 1.6/1.6 .1 S-3.0 2.7 22 t H: 30 13.5 0.2 0.3 0.4 .0__ b.9 b.8 118 4.0-,j.1---14. 15 A b 7 0.7 0.8 0.7 0.5 0.4 0.5 115 114 14 13.5 115 b:4 13.5. 117 118 06 5 115 114 0.3 0.3 113 112 112 02 0.2 113 0.3 0.3 0.4 1.4 115 b.5 116 117 117 b,7: 115 b.4 14 0.1 0.1 0.2 0.3 0.5 0.7 0.7 0.7 0.6 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 13.3 0.3 0.3 0.3 0.3 0.3 0.2 113 til' L L .EAkaili]tr c.6C , b.5 b.3 LLL 1 SITE PLAN - LIGHTING PHOTOMETRICS N ED SCALE 1" = 30' - 0" TYPE "LI" Featuring CosmoPolls Electronic 1410 System 100 Line 101 Performance Sconce The Philips Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to Integrate naturally to wall surfaces. The 101 luminaires are available with three (3) different distribution patterns Each luminaire is designed to accept 1110 sources up to 11SMH, and Compact Fluorescent up to (2) 42W Housings are sealed throughout, completely excluding moisture, dust, inserts and contaminants. 101 luminaires Installed in the normal downllght position and with a flat glass lens, provide full cLwff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS I Coe to order code Imo Hw oppmpnme Ira ahem. Noe PLMps Gomco Mite•.. ate nen tit yeller a eonfenmiwn Nat aM certnotrom ted mnpdu,olem ort mod Rehr to rano Moe fa codeine and Wnatant. for auesuem ar Cull amt -pleas :mann the foam y. PREFIX 101 101EM 101 EMC I01EMR Trapezoidal Wedge (Standard Lumina!' e) Emergency Sconce Emergency Sconce, Cold Tonperacure Renwte Emergency Sconce Refer to cenbewmbl chert below furomlkbk mmbrwr5wu. WATTAGE AND VOLTAGE DISTRIBUTION FT WT MT Forward Throw Not Avohaae mit riw,nverI< or IPS antes Wido Throw Nm Awfoble wilt ammo -ern or LPS 100(ma. Median Throw LAMP'VQLTASSE.CHAta 101 HD' Yottage 110 208 240 177 147 489 5OCMPE • 100.177 221 347 SOMH 226QF D(W&WA) S" 12.7 4 3' 12.70cm F (W &WA) 70MH • .4..„.._ 16.75on . 10,16cm • • • 4„ t0 lean 10OMH 63" 1631on • • SA • 150MH 480V 1 • • • AREA LIGHTING FIXTURE WITH TYPE III DISTRIBUTION AND FULL CUTOFF AND HOUSESIDE SHIELD, MOUNTED ON 30' POLE S75MH•. • • • • • • SOCMHE' UNIV SC • 7OCMHE1 UNIY 241TRF=' 400W HPS tOactors' UNIY • 35HPS • SOMAS • • 70HPS 100HPS • • • 150HP5 • • • 1BLPS • • EVIII iteH 2AQF' UNIY • 216QF UNIV • 32TRF' UNIY • 232TRF' UNIV • 42TRF' UNIV • 241TRF' UNIY • CanWwedmr totem wen a dot Mom .vl "UMW' o: '2V027Tae onakbir kr wdermg. 60CMPE 60 Wan Cmmof4ln h111 pelfonnnae Stootuc reron•c MH ramp end ImMlu mien Avwk6N in r7,Wrad Mr Armklo IRO or 200V- lrn sink MH, CMHE und HP5 types regain me a Note El l hunts. AR MH 150W mrd lav me pole von by dna, mand.e CAINE types 1754IH net :MAMA fm sale in the Vaned Prime MN -Mead HdMe DANE - Coemc Mmol Moeda 01,11, Ehtennr Mall, NPS • HKh Pinson Santini IPS - Lew ?ream Sudwn TAF - Triple Tube Merexern Qf• Quad Fko,evpm 1611 Clods Barker Road, San Marcos TX 76666 (MO)127-0758 (512) 753.1000 FAX: (512)15341155 sltellghting,com 01012 Kan,nklllke Phlkps Electrum/ N.Y. All Rights Reined M1311., Galdca reterves ata rght to change mends Of modify the designer its product without notifi a Ten a. rand the COMP../ a cononurg prod.. enp+wen,ant wopram 79115.12110512 CONFIGURATION CHART- 101 EM OR 101EMC Eaten, ohtrlbuumn Voltage Et VC MT 120 208 249 221 347 48Q 226QF D(W&WA) S" 12.7 4 3' 12.70cm F (W &WA) ' 17 Man • .4..„.._ 16.75on . 10,16cm 1.l2cm in 32TRF GlW&WAI 4„ t0 lean 10.os16cm 63" 1631on • SA GARDCO 42TRF 480V 1 • • SUPER CWA PULSE -START AREA LIGHTING FIXTURE WITH TYPE III DISTRIBUTION AND FULL CUTOFF AND HOUSESIDE SHIELD, MOUNTED ON 30' POLE • GARDCO FIXTURE: #ECA23-FH-400HPS-480-(CTBS) POLE: jSSS5-30-5-7-(D1 OR D2090 AS SHOWN)-FPGV(CTBS) CONEIGURATIONCHARF. _.101ENR' Fhron•cr.nt Dhtrlbadoo VDingo ET WT MT 120 291 210 229 747 190 226QFa'1 D(W&WA) S" 12.7 4 3' 12.70cm F (W &WA) ' 17 Man 12.23." .4..„.._ 16.75on . 10,16cm 1.l2cm in 32TRF• GlW&WAI 4„ t0 lean 10.os16cm 63" 1631on WALL MOUNTED CUTOFF FIXTURE MOUNTED AS HIGH AS POSSIBLE BELOW CANOPY SA GARDCO 232TRFLL' 480V 1 • • SUPER CWA PULSE -START AREA LIGHTING FIXTURE WITH TYPE III DISTRIBUTION AND FULL CUTOFF AND HOUSESIDE SHIELD, MOUNTED ON 30' POLE • GARDCO FIXTURE: #ECA23-FH-400HPS-480-(CTBS) POLE: jSSS5-30-5-7-(D1 OR D2090 AS SHOWN)-FPGV(CTBS) 42TRF 1 400W HPS • • AREA UGHTING FIXTURE WITH TYPE IV DISTRIBUTION AND FULL CUTOFF, MOUNTED ON 30' POLE SC • FIXTURE: SEC--50R4820(CTRs) POLE:SSS5-3030-5-7-(-7-(D1 OOR D2090 AS SHOWN)-FPGV(CTBS) 480V 241TRF=' 400W HPS 1 a • • 1. flumemm and CMHf. Simmons (mm„e tearoom barium t m accept 120 thrtiugt 277R. 30ht to dant input Spevy •'VNN" •wa'ge kr 1109 through 777Y. 2. One 11) lamp s powered m emergency node Mer EAI. EMC and EMR Van rem the 884CG cation 3. Available htw 10420 anion. nhtf powers Ixa 12) fora a oanrpp mode 7CE120 option Mg available won 226QF or 2321RF CANNON Mommum Emory pock input poem kr EMR was Mt' ICEF20 .peon n 100 want 1%83 wipe) waren heoeng Nanta• al. IN' e M addition w the mound egad power for (intoe lamps and Skit 4. Aweiht mat 1162 again, when power, Iwo (2) Inept in mrevger tr ands aanttr Re mnd,n pmmkt le emergency made, sheen one lamp heanle bope,obe the mrMmei Item tell "gena with a mnmwm tem/ conal ootp t of2,350 Amen. S Oleftrte"701 Emergency Sconce The" an Arte 7 traddlknol elfmmeam PHILIPS GARDCO TYPE "L2" Featuring CosrnoPalls and MasterCalor Elite Electronic HID System. Page 3 of 3 DIMENSIONS AND EPA icoNTINUED FROM PAGE 2) a. Ecolume and Decolume Arm Mount and Wall Mount WALL MOUNT I WALL MOUNT PLATE A(W&WAI 14"19 1536cn. 1fftq 45.11cn 25.10cm ]', '.m 16111cm • - BM&WA) 17.7eon l4O C (WAonly) 6„ 10.31en 11. 17,96cm 2" 108cm N". 3536on 7" SDgan C (W only) 2" 3.08cm D(W&WA) S" 12.7 s N 117m 3' 12.70cm F (W &WA) ' 17 Man 12.23." .4..„.._ 16.75on . 10,16cm 1.l2cm in , S7272un GlW&WAI 4„ t0 lean 10.os16cm 63" 1631on SPECIFICATIONS -c Wall Mount with Alm (WA) A 4_JJ Direct Wall Mount PW) A ja Wall Mount Rate I FD 1 • G • •l GENERAL DESCRIPTION: Each Ecolume and Detolume is a cutoff luminaire for high Intensity discharge Iamp6. Internal components are totally enclosed. rad -1418M, dust -tight and corrosion resistant No venting of the optical system or electrical components Is remind or permitted. Lamping requires no lifting er hinguig of the luminaire housing. disturbing wnmg Or exposing unlnsulated live pars. HOUSING: The housing wrapper Is one-piece d,etormed aluminum. The Lousing has an integral reinforcing spine and no welded comers_ ibtone seals provide a weathertight seal At all points of material transition. LENS: A mitered, extruded anodized aluminum door frame retains the optically clear, heat and Impact resistant tempered fiat glass Ina sealed ,tanner using hollow section. high compliance. memory retentive extruded silicone rubber.A non yellowing drop acrylic lens is provided standard or 14' and 18" vernal lamp and a sag glass lens Is prodded on 23' vertical lamp Iuminalres.A tingle flush I/4 turn captive fastener permits easy access to the luminaire. OPTICAL SYSTEMS: The segmented reflector system comisa of two levels or highly specular aluminum facets precisely aligned to achieve specified photometric distnbutions.The entire optial system is field roonble In 90" increments.The position -oriented mogul base socket is glazed porcelain with o nickel plated screw shell.A lamp stabilizer h standard on 31-1 and QH 400W MH and PSMH unix. ELECTRICAL- All electrian components are UL retognrsed and Factory tested, Electronic and magnetic HID ballasts are high power factor. Magnetic HID ballasts are the separate component type The ballast is mounted on a unitized tray and secured within the luminaire. above the reflector system. Electronic and magnetic HID ballasts are capable of providing reliable lamp sating down m -20"F / -291C. Standard fluorescent ballasts are solid state. Luminaires provided with the CosmoPolis or MascerColor Elite high performance cora role metal halide electronic system include high power factor electron ballasts, designed specifically for the systonl selected, FINISH: Each luminaire receives a fide and abrasion resbnntalecrreatanca8y applied, thermally -cured polyester powder fmish after fahriation LABELS: All luminaires bear UL or CUL (where applicable) Wet Location labels. WARRANTY: Ecolurne and Decolume Luminaires feature a I year limited warranty. San Warranty Information en wwwslmiighungcom for complete decals and exclusions. FULL CUTOFF PERFORMANCES Poll cutoff pa,lommnce mum a Iumtion dombuuon where zero candela mtenen occurs at ate angle at or above 90' above nadir Addklon*ly, the candela per 1000 lamp lumens does net nummloprune)m llr exceed 100 (10 pe) at 8 vertical angle of 80' above nadlclhb dl applies co bteral angka around she lumMaln. CUTOFF PERFORMANCE: Cued performance means a li enInstr. d.Wbuuon where the candeb per 1000 limp lumens does not numenolly exceed 25 (15 pu mmel at an angle uor abc.2 90 abate mdm,and 104J (10 potent) ata venal eV. of 80' above nadir This apple so 4l lateral angles around the u,mnane. SEW -CUTOFF PERFORMANCE Sam{wolf performance means a Ivm„w,re distribution whore the candela pen 1000 tamp Innen, dee not numanrally exceed 5O (SA percoM3 atm angle at or above 90' above men and 200 RQ percent) ac a wertal angle el 88' above hadlnThI, apples to all lateral +a gles around the lumwlre w 2014 Cawhalgke Phinpl NV All eights ,oser.ed. Specifications Ire wbject to change without noa,te. www.pluilpccoMWminl,rea [200,04710214 page 3 of 3 Philips Lighting North America Corporacion 700 Franklin Square Onm Somerset, Ni 08873 Phone 855.486.1216 Philips Lighting Company 281 Hlllmounl Road Markham ON, Canada LAC 253 Phone 800.66B-9003 12�7i': 6'.. 13.8 Ater, ,e 0.4 4 13.4 114 114 0.3 0.4 0.4 0.4 113 113 113 0.2 11.2 11.2 t,8 0.6 0.3 0.1 L1_ eY} b.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 118 117 b,T t.6 0.6 0.6 0.6 0.6 0.5 0.4 0.3 t.2 0 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.4 0.3 0.3 0.5 0.5 t,6 0.5 0.4 0.3 0.3 114 0.4 0.4 0.3 LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NO. VOLTS LAMPS BALLASTS REMARKS QTY TYPE QTY TYPE L1 GARDCO 11101-FT-150HPS-277-(CTBS) 277V 1 150W HPS WALL SCONCE WM1 FORWARD THROW, MOUNTED 19' A.F.F. L2 GARDCO IECW14-FH-70HPS-277V-(CTBS) 277V 1 70W HPS WALL MOUNTED CUTOFF FIXTURE MOUNTED AS HIGH AS POSSIBLE BELOW CANOPY SA GARDCO FIXTURE: fECA23-3H-400HPS-480-(CTBS)-HS POLE: #SSS5-30-5-7-(D1 OR D2090 AS SHOWN)-FPGV(CTBS) 480V 1 400W HPS 1 SUPER CWA PULSE -START AREA LIGHTING FIXTURE WITH TYPE III DISTRIBUTION AND FULL CUTOFF AND HOUSESIDE SHIELD, MOUNTED ON 30' POLE SB GARDCO FIXTURE: #ECA23-FH-400HPS-480-(CTBS) POLE: jSSS5-30-5-7-(D1 OR D2090 AS SHOWN)-FPGV(CTBS) 480V 1 400W HPS 1 SUPER CWA PULSE START AREA UGHTING FIXTURE WITH TYPE IV DISTRIBUTION AND FULL CUTOFF, MOUNTED ON 30' POLE SC GARDCO FIXTURE: SEC--50R4820(CTRs) POLE:SSS5-3030-5-7-(-7-(D1 OOR D2090 AS SHOWN)-FPGV(CTBS) 480V 1 400W HPS 1 SUPER CWA PULSE -START AREA LIGHTING FIXTURE WITH TYPE III DISTRIBUTION AND FULL CUTOFF, (NO SHIELD), MOUNTED ON 30' POLE TYPES "SA", "SB", "SC" Featuring CosmoPolis and Mann -Color Elite Electronic HID Systems Page 1 of 3 Ecolume and Decolume Arm Mount and Wall Mount Ecolume and Decolume are rectilinear arm -mounted area Luminaires. also suitable for wall mounting. The precision segmented optical systems provide required light levels. even Illumination, wide pole spacings and glare controLThe (lousing Is dleforrned and ttse door frame Is extruded alununum,The luminaire Is completely scaled and gathered, preventing Intrusion from moisture, Insects and contaminants. Decolume luminaires feature three (3) decorative ribs along the lower portion of the housing. The ribs are permanent design elements, an Integral part oldie dleformed housing. Flat glass lens luminaires provide WB cutoff performance. Sag Ions Lumlrnlres using 31/WQV optics set re lower socket position or Mallnoster opdcs provide seml.cutoff performance Other sag lens luminaires provide cutoff performance PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE amain FINISII Enna No were roti mm te nppcpnnn• bnr„ bin= Nn,r mutant rewno ,hr nehl h ,elan• a cnnfgnrnow Not on eNoNn0Lvn and ambgrvnonns nm valid Refer m nater below for trittliain and lemlaaant For W.rolanc or Cmcernt phaco ransuM the kaon. PREFIX E pLUR,e Denoiume Arm Mount to -Pole• ECA I4 DECAI4 N" Square Luminaire ECA18 DECAIB 18' Square Luminaire ECA23 DECA23 23' Square tumymlre D(reaWall Mount ECW 14 DECW I4 H' Square Luminaire ECWIB DECW18 18" Square Luminaire ECW23 DECW23 23' Square Luminaire Wall Makin %MR Arm ECWA14 DECWAI4 14" Square Lumimlrrs ECWA18 DECWA IB IB' Square Luminaire ECWA23 DECWA23 23" Square Luminaire •nmrmamunm m m and irons i, designed to mwm(to pons mmconag .1 S' OD a lbgo7 miry DISTRIBUTION MOUNTING OPTIONS 2 290' 3 3@ (20" Single Pole Mount Twin Pole Mount al. 180' Twin Pole Mount at 90' 3-vny Pole Mount at 90" 3 -way Pole Mount at 1)0' 4 -way Pole M000L We", for Ira mowned unto Hpaenal Wm 2H 3H FH Type 11 Typ 111 Type IV Forward Throw BLC Backlight Control ((0" mar 400MNIPSMH mons 5T201E28 kmpJ QH Typ Yerdcallemp.Sag,Lens Type 111 Norval Lamp FV" Typo IV ForwardThrow Vertical Lamp QV'-' TypeVveraol Lamp 3V -RNC" Type III Vernal Lamp. Reduced Nadir Candlepower (73' Drop QV•RNC' Type VVeroal Lamp. Reduced Nadir Candlepower 123' o41 owe IReducod Nat CoScp,wn open thole) be ,peat cd only in appocdwns rewiring Memo aquarium In movnwn urafwm,V IMAM IS l0 1 er burr/ Reduced ,Nnnmate *lazy well ANC apace Mg tea h In Inner astray" kmandk Amis. 3SV' Type III Vernal Lamp Mallmaster SemlcU0R f73' only) QSV' Type V Vertical Lamp Mailmasser Semi -cutoff /23" mei Yank al Lan*.Flat Glass Lens 2VFC" Type 11 Vertical Lamp, Flat Glass Lem (I6' ,ray) 3VFC' Type III Verual Lamp.Flat Glass Lout 'fir one 73' mad FVFC' Type IV Verbal Lamp Hat Glass Isms (I8" and 23" orad QVFC• TypeVVertial Lamp, Floc Glass Lens I(0' tint 23" o,4) it 1011 Konlnklyke Philips N.V All natio rose'wsd. Specifications are subject a ch.ngo whha•It notice, www,p 111 Hp,.cemllhminaIcei G200-04110114 page 1 al 3 • v •e 1te mre•p..o,.n• NV/ %NO m-• 1•.., Moen•- .111P•tn9•ew,.beaw•uwniemes r•'., (a•l,•22,.2e1201 v.•ala•inlua..ain2 (2.4•2•„uI w4.2 I curse. taw erect* '•Iree•nenV wM ramie Hee I -, ".n•, uY.larm.mr..y. erre 0 -Si 11inM sue ilea ssWI IY,a••„Awl 1n4 t 1f TnlrV••, av• new, PITO rte• •-e e• -. tr .ems �♦ 1 ry IAnaYaF„ .•"'•r NM1,<r•e "4.a lw1.1110 we MI Ileo • )%I Ira VU.d43%I ZIVEV CP••'•••e•w molt r,ww, PHILIPS G GARDCO Know Know what's below. CaII before you dig. • EMI 0_ 0 1 0 0 03 0- 0 LL J om_ CC CD O C'V N n cc Q - 4) -c 0 4) N R CO CO N r C14)� • E CO 4a 00 0 Cil CO cJ w d 0 0 LLJ 0 Lu ccc0 CO >- CC CC 0 1 16 Airport Center Road 0 o Z s 6 Ocooo Vrvn ` 00§ xcit w Q o oJ L11 Z I -1 - E HORIZ : AS INDICATED VERT : N /A SHEET 270F 27