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09_LandArch Drawings_RevisedW_ w UGP JCS ss ss ss ss ss ss 1 - - -- �PIL� — — �PIL� — — �PIL� � — �PIL� — — �PIL� — — �PIL� — �PIL� — �PIL� — 1 I a I N GI Gi 1 1 I a ti I a � 1 I N EX. / i SIDEWALI 1 AND N ASPHALT PATCH RE: BID PACK #1 _ I a � N 1 � / N 5 e / i 1 S' o��'G�a�o e �� TOS / 44/ 10Op EXISTING U m / 1 BOULEVARD � LANDSCAPING TO / REMAIN EXCEPT i ,WHERE NOTED +� i40 2 w ITA F? SEWER I co i LINE NEW SANITARY SEWER LIN cr RE: CIVIL c I co i i 1 ti� N EX. NEW GAS LI 1 SIDEWALK AND I WA ll E a. ASPHALT N +'-MO-SFIRE DEFT. PATCH RE: BID I PACK #1 , I I I ° Gns ::ns — , , -- a % GM I I / I j I I EXISTING i I OVERHEAD LIGHT 2 I (TYP. OF 4) I , a 1 I � I VIS 1 ° I I � I a � ' I , G i I I � Ia 1 I I I I a I , I; a I �I I I I a � C7 1 — P/L— —P/L— — — —P/L— — — —P/L— — — —P/L- I I a N 1 1 I —TEL TEL- - UGP UGP - —L P/L — EXISTING LANDSCAPE EXISTING BOULEVARD LANDSCAPING TO REMAIN EXCEPT WHERE NOTED v„ W V11WW W W W W W_ W PINE AVENUE EP—EP—EP—EP— EP—EP—EP EP � EP TEL TR L�—TEL_® UGP UGP — UGC Gr— TEL --TEL TEL TEL TEL TEL TEL TEL TEL TEL EXISTING SANITARY SEWER SS SS SS - - SS Ss S Ss l SS - SS 7 —EP EP EP EP—EP TEL TEL TEL TEL TEL J 1GJ JG� 1C 1GP G� UGP TEL TEL TEL TEL TEL Vy/\M1 SS SS SS SS SS SS ---1 ss ss x — TIE INTO NEW CHAINLINK FENCING — — _p/L_ — — —pIL 1 i EXISTING TREE REMOVED RE: BID PACK #1 I I I 110.00 I UTILITY (EASEMENT 1 1 1 � I I I ml V �I Ll r — — —PA.— — — —PA.— — — —p/L— 00 'D n L�. Q a. w 12 VJ _J L.L 0 10' 20' 40' OVERALL SITE LANDSCAPE PLAN SCALE: 1"=20'-O NORTH REF. GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND UTILITY LOCATIONS PRIOR TO START OF WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. 2. DO NOT SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BEGINNING WORK. START OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. 3. INCREASES TO CONTRACT SUM OR TIME WILL NOT BE APPROVED FOR CONDITIONS OR SITUATIONS EVIDENT AT TIME OF BIDDING. 4. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR AMBIGUITIES ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS. 5. ALL DIMENSIONS SHOWN ON THIS SHEET ARE MEASURED FROM FACE OF CURB. 6. CHANGES OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT AND/OR AN APPROVED CHANGE ORDER WILL BE CONSIDERED UNAUTHORIZED. COORDINATE NECESSARY MODIFICATIONS WITH ARCHITECT PRIOR TO EXECUTING CONSTRUCTION. SEE SPECIFICATIONS FOR CONTRACT MODIFICATION PROCEDURES. 7. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND COMPLETION OF ALL WORK SHOWN AND SHALL COORDINATE WORK BETWEEN ALL TRADES PRIOR TO BEGINNING WORK. 8. MAINTAIN A CLEAN WORK SITE AT ALL TIMES 9. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH THE ADA COUNTY AND THE STATE OF IDAHO PUBLIC WORKS STANDARD SPECIFICATIONS, PROJECT SPECIAL PROVISIONS, AND ALL OTHER GOVERNING AGENCY STANDARDS. 0 SITE FURNISHINGS 10 6' GRAMERCY BENCH BY THOMAS STEELE. DIMENSIONS. 33 16" X 24 $" X 24 a". STEEL FINISH TO BE POWDER COAT BRONZE. IPE WOOD SLATS IN SEAT AND BACK TO BE CLEAR COATED. PRODUCT NO. GRB-WI. SURFACE MOUNT PER MANUFACTURER'S INSTRUCTIONS. (TYP. OF 1) U BIKE RACK BY MADRAX. PRODUCT NO. U190 -IG. FINISH TO BE BRONZE. IN GROUND MOUNT PER MANUFACTURER'S INSTRUCTIONS. (TYP. OF 3.) CHANDLER TRASH RECEPTACLE BY THOMAS STEELE. 32 GALLON CAPACITY. PRODUCT NO. CHTR-32. FINISH TO BE POWDER COAT- BRONZE (TYP. OF 2). WIRE MESH CAFE CHAIR WITH ARMS BY THOMAS STEEL. PRODUCT NO. CFC -WMA. FINISH TO BE METALLIC STEEL (TYP. OF 12) 0 42" DIA. CAFE TABLE WITH TUBE LEG BASE BY THOMAS STEEL. PRODUCT NO. CFT-P-TUB. FINISH TO BE METALLIC STEEL. (TYP. OF 3) MONARCH SERIES FLAGPOLE AS MANUFACTURED BY AMERICAN FLAGPOLE. INTERNAL CLAM CLEAT HALYARD. GROUND SET INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. CLEAR ADONIZED FINISH. PROVIDE TWO SEPARATE HEIGHTS IN THE FOLLOWING QUANTITIES. A. 25' HEIGHT - 2 B. 30' HEIGHT - 1 SHEET LEGEND �..�..�..�..� PROPERTY LINE / RIGHT OF WAY PROPOSED SIDEWALK EXISTING CURB — _ _ — EXISTING GROUND CONTOUR (WITH ELEVATION IN FEET) 4334 FINISH GRADE CONTOUR (WITH ELEVATION IN FEET) SANITARY SEWER ssp STORM DRAINAGE WATER F GAS OVERHEAD POWER ® EXISTING WATER METER EXISTING FIRE HYDRANT wv m EXISTING WATER VALVE ® EXISTING TELEPHONE POLE —� TRAFFIC DIRECTION PLANTING BED/TREE WELL EDGING BUILDING MOWSTRIP NEW LIGHT FIXTURE HANDICAP ACCESSIBLE PARKING SIGN TRUNCATED DOME HANDICAP ACCESSIBLE PARKING STALL COMMUNICATIONS TOWER EXISTING SIDEWALK EXISTING OVERHEAD LIGHTS Q NEW TREE LOCATION/TREE RING ;g NEW FLAGPOLE Iq q NEW HOOP BICYCLE RACKS b b RE: SITE FURNISHINGS SCHEDULE NEW TRASH RECEPTACLE RE: SITE FURNISHINGS SCHEDULE NEW 6' PEDESTRIAN BENCH RE: SITE FURNISHINGS SCHEDULE NEW CHAINLINK FENCE WITH 6" CONCRETE MOWSTRIP NEW ORNAMENTAL FENCE WITH 6" CONCRETE MOWSTRIP 42" ALUMINUM TABLE WITH CHAIRS RE: SITE FURNISHINGS SCHEDULE SCREEN WALL RE: STRUCTURAL AND ARCHITECTURAL SIDEWALK/ASPHALT PATCH SITE CALCULATION TABLE: LOT SIZE: 169,012.80 SQ. FT. (3.88 AC.) NEW DATA/CALL CENTER: 25,000 SQ. FT. PARKING REQUIREMENTS: 1 STALL PER 2000 SQ. FT. (25,000/2000 = 13) PROPOSED PARKING COUNT: 112 STALLS REQUIRED HANDICAP STALLS: 1 PER 25 STALLS (112 / 25 = 4.48 STALLS) 5 HANDICAP STALLS REQUIRED. HANDICAP STALLS PROPOSED: 5 BICYCLE PARKING REQUIRED: 1 PER 25 STALLS (112/ 25 = 5 STALLS. PROPOSED NUMBER OF BICYCLE PARKING SPACES: 6 TOTAL LANDSCAPE AREA: PROPOSED 47,760.86 sq. ft. EX. PERIMETER: 9,833.03 sq. ft. TOTAL LANDSCAPE 57,593.89 sq. ft. TOTAL PAVING AREA: 45,210.00 sq. ft. 1 z D O U 0 z Q W U z Lo WWC GD G N O C5 U w z w U W Q Z Q U U t) Z O J O _ U ~' o Q U_ z r v ' Z Z (D F— w W r (+ / G woo � O U � U � Q U Z Z UJ 2i v J 0� W w 1 Z O U J I- U I- Cn N - Z U O °n U Z) U) O U. L COPYRIGHT 2015 r CTA, INC a ALL RIGHTS RESERVED Z DRAWN BY: AMH CHECKED BY: DR DATE: 3/20/15 CTA # ADACNTY911 CADD FILE: ADACNTY DIR: OF P M s -n w- LA- 6677 OVERALL SITE LANDSCAPE PLAN SHEET L101 EXISTING .^JATERLIIN' E g w _z J w PINE AVENUE -T--- --- --- --- --- --- --•----- z---- --- - - IEPS EPS EP TEL TEL TEL TEL TEL—TEL— Pr---- EL TEL I I a � I - - - -- P� — —P/L— — — —P/L— — — —P/L— — — —P/L— — — —P/L— — — —P/L— — -P/L— — —PIL— — I I I I I I I I - 1 I I PHALT ATCH PART OF BID PACK # I I I EXISTING TREE REMOVED RE: DEMO v C003 co oo Q�sl I � � i V i a ^�' •• i i i i v I i i i i i !J/, �• � i i i i i i V I `• i i i i M/ i i i i i •°i •'• r/ i i i i i i i i i V i i i i i i i i W V I • �\\ \ I /// �jY � i i i 1 i i i i i I 4�'. •..••• �\\\\II/�/i i i i i i i i i i i i TU Ii i i i i i i i i i i i i v I (EXISTING BOULEVARD LANDSCAPING T REMAIN EXCEPT WHERE NOTED qFrURMWi 6PAS ii 14 TREE /N u J SOD L302 PROTE fY i i i i i i i i i i i i i i i i Id• • / i i i i i i i i i i i i i i i i i I W +• i i i i i i i i i i i i i i i i i TCHTURF GRASS HERE UTILITY EXTENSIONS WOCCURRED. (TYP.) I `/� d _ .• i i i i i i i i i i i i i i i i i i IZ �•••. •� i i i i i i i i i i i i i i i V 1 /„ Wei V J i i i i i i W PATCH TURF �, �� • . i GRASS Y i i i iiFjifj lTifj llji �' WHERE UTILI i i i i i i i i . EXTENSIONS I '� •A coVHAVE � i i i i i J i i i i i i i i i k i OCCURRED. (TYP.) I i i i i i i i i i i i i i i i i i i i v III N'•,P' i i i i i i i -Yi i i i i W—i i i i i i i i i i V a � •. i i i i i i i i i i i i i i i i i i i i i i i i I t• ' •' .' i i i i i i i i i i i i i i Vlj';;; i i I••° i i i i i i i i i i i i i i i i r T T T Z _ I LT i i 0 i i i i ELL CH I i i i i i i i 01 io RT OF PACK #1 1 a 14 TREE PROTECTIO a I I L302 DETAIL I NOTE: FOR ALL / EXISTING TREES WITHIN CONSTRUCTION ZONE NOTED TO REMAIN - CONTRACTOR SHALL I I� PROTECT THEM FROM DAMAGE. I .a• I I I 1• I I a I I•. I X 4 i :f�• —P/L— — — —PIL— — — — I x I LANDSCAPE PLAN — EP EP EP EP EP EXISTING TELEPHONE Ey TEL TEL EL TEL­_TEL---- TEL TEL TEL TEL TEL TO EXISTING SANITARY SEWER EP—EP—EP EP LP EP EP —TEL— ���Im-rTrt-rTrJ� TEL IC�TEL TEL a.es+.+xltld�F�l i�-F� .- TEL TLL TEL TEL n_L = ILL TR (4) I�(2 r'E H ( ) SS k4) BM -(1) JH -(4) SE MM® (9) CK W rr� vJ W W Z W (4) SS -(2) JH (11) CPB SEMENT I I I I I I I 0 10' 20' 40' SCALE: 1"=20'-O NORTH REF. F, SHEET LEGEND �..�..�..�..� PROPERTY LINE / RIGHT OF WAY 4334 PROPOSED SIDEWALK EXISTING CURB EXISTING SIDEWALK EXISTING GROUND CONTOUR (WITH ELEVATION IN FEET) FINISH GRADE CONTOUR (WITH ELEVATION IN FEET) SANITARY SEWER STORM DRAINAGE WATER GAS OVERHEAD POWER ® EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING WATER VALVE El EXISTING TELEPHONE POLE TRAFFIC DIRECTION PLANTING BED/TREE WELL EDGING BUILDING MOWSTRIP NEW LIGHT FIXTURE HANDICAP ACCESSIBLE PARKING SIGN TRUNCATED DOME HANDICAP ACCESSIBLE PARKING STALL COMMUNICATIONS TOWER EXISTING SIDEWALK EXISTING OVERHEAD LIGHTS O NEW TREE LOCATION/TREE RING LANDSCAPE SYMBOL LEGEND TREES: LANDSCAPE NOTES 1. LANDSCAPE/IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LANDSCAPE/IRRIGATION MATERIAL WITH GENERAL CONTRACTOR. 2. CONTRACTOR TO EVALUATE SITE CONDITIONS AND REMEDY AS REQUIRED TO PROVIDE FOR HEALTHY PLANT GROWTH AND MITIGATE UNSIGHTLY CONDITIONS. 3. CONTRACTOR TO COORDINATE ALL CONSTRUCTION ACTIVITIES WITH OTHER TRADES. 4. TOP SOIL TO BE SUPPLIED BY CONTRACTOR. CONTRACTOR TO VERIFY DEPTH OF TOPSOIL & PROVIDE SOIL AMENDMENTS AS DETERMINED TO SUSTAIN PLANT GROWTH. TURF AND GRASS AREAS WILL REQUIRE 6" OF TOPSOIL. PLANT BEDS AND TREE PITS SHALL RECEIVE 6" OF TOPSOIL. CONTRACTOR SHALL EXCAVATE OUT PLANTING BEDS TO ENSURE ADEQUATE SPACE FOR 6" OF TOPSOIL. VERIFY SOIL PROVIDED WILL INTERFACE WITH EXISTING SOILS ON SITE AND COORDINATE WITH GEOTECHNICAL REPORT. D PLG BEDS SHALL BE "1" BELOW TOP OF ALL ADJACEN HARDSCAPE OF ANY KIND. 6. ALL PLANT MATERIAL SHALL BE I TALLIED AS DETAILED, SEE OWN, INSTALL ACCORDING TO AMERICAN NURSERY AND LANDSCAPE ASSOCIATION STANDARDS. 7. CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. THE ILLUSTRATED LOCATION SHALL DICTATE COUNT. 8. DURING INSTALLATION OF PLANT MATERIALS, AND IRRIGATION, CONTRACTOR SHALL KEEP ALL WORK AREAS, WALKING, AND DRIVEWAY SURFACES CLEAN OF DEBRIS, PROTECT ALL PLANT AND IRRIGATION MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS OR ACTIVITIES BY OTHER CONTRACTORS AND TRADES, MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR OR REPLACE ANY DAMAGED PLANTINGS, MATERIALS, OR IRRIGATION EQUIPMENT IMMEDIATELY. 9. IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 10. NO PLANT SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 11. ALL PLANTING BEDS, BERMS, TREE RINGS AND PARKING LOT ISLANDS TO BE MULCHED WITH WEED CONTROL BARRIER AND ROCK MULCH. CONTRACTOR TO SUBMIT MULCH SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 12. ALL PLANT AREAS TO HAVE PERMANENT IRRIGATION. REFERENCE PERFORMANCE SPECIFICATIONS AND DETAILS FOR DIRECTION ON IRRIGATION. 13. REFER TO CIVIL SHEETS FOR INFORMATION REGARDING ALL SITE GRADING, UTILITIES, RETENTION AREAS, EROSION CONTROL, AND SITE IMPROVEMENTS INCLUDING SIDEWALKS, PARKING LOTS, DRIVES, CURB & GUTTER INFORMATION. 14. CONTRACTOR TO USE FIELD LOCATION SERVICE TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 15. AT TRANSITION BETWEEN EXISTING TURF AREAS AND NEW TURF AREAS. CONTRACTOR SHALL BLEND THE TWO AREAS TO ENSURE NO BARE SOIL REMAINS. COMPACT NEW AND EXISTING TURF AREAS TO ENSURE A SMOOTH TRANSITION BETWEEN EXISTING AND NEW TURF. PROJECT CALCULATIONS: W Z W U J J U r �T V V rn Z V � D O PROPOSED LANDSCAPE BEDS: 4,415.14S. r 1 PROPOSED TURF AREAS: 28,529.42 S. v EXISTING BOULEVARD LANDSCAPE: 12,574.09 SfY TOTAL EXISTING AND PROPOSED LANDSCAPE AREA: 45,518.65 S.F< TOTAL SITE AREA: ^r ^ 169,012.80 S.F. (3.88 A� I W Z O U U) Z O U O 0 Z CITY OF MERIDIAN CODE COMPLIANCE CHECKLIST 11-3B-7: LANDSCAPE 560 LF AVENUE FROM ULTIMATE EDGE OF BUFFERS ALONG (316 ALONG STONEHENGE PAVEMENT - STREETS DRIVE & 244 LF ALONG PINE 7 TREES ALONG PINE AVE. AVENUE) REQUIRED.- 8 EXISTING. 11 EXISTING TREES WITHIN 25' LANDSCAPE AND 3 2" CAL. TREES BUFFER ALONG STONEHEDGE DRIVE. (3) 2" CAL. TREES ALONG 9 TREES REQUIRED. - 1 TREES TO BE 6" MITIGATE REMOVED 10 TREES TO REMAIN. 11-3B-8 LANDSCAPED ISLANDS SHOWN 5'-0" WIDE LANDSCAPE BUFFER FULL PARKING LOT PER CODE. PERIMETER PERIMETER OF PARKING LOT. 2 LANDSCAPING PARKING LANDSCAPING TREES PROVIDED PER DOUBLE ROWS SHOWN WHERE AVAILABLE OF PARKINGA LANDSCAPE ISLAND PER 12 STALLS 11-3B-5-3 OVERALL NUMBER OF TREES MINIMUM NUMBER OF TREE REQUIRED NUMBER REQUIRED TO BE PLANTED IN VARIETIES TO BE INCLUDED ON OF TREES AND INTERIOR PARKING AREA 22 PROJECT 4. NUMBER OF TREE SPECIES MIX EXISTING TREES ON VARIETIES BOULEVARD TO REMAIN TOTAL PROPOSED ON PROJECT = 9 17 11-3B-10 TREE SEE L301 - TREE MITIGATION 3 EXISTING TREES WILL BE PRESERVATION PLAN REMOVED.ONE ON THE BOULEVARD AND TWO ON THE INTERIOR OF THE PROJECT. ADDITIONAL TREES WILL BE REPLACED WITHIN INTERIOR OF PROJECT TO OFFSET THE REMOVAL OF THREE (3) EX. TREES AS A PART OF PHASE 1. TREE MITIGATION SCHEDULE SYM. CAL. SIZE ACTION NEEDED MITIGATION (10) - T' CAL. TREES 036" MITIGATE AND 3 2" CAL. TREES (3) 2" CAL. TREES ALONG O2 6" MITIGATE ENTRY DRIVE O 6" MITIGATE (3) 2" CAL TREES THREE EXISTING TREES WILL BE REMOVED WITH THIS PROJECT (SEE SHEET L101 FOR REMOVAL) THE STRATEGY FOR MITIGATION PROPOSED IS TO PLANT NEW TREES TO REPLACE THE CALIPER INCHES REMOVED. ALL THREE (3) TREES WILL BE MITIGATED, YIELDING AN AGGREGATE CALIPER INCH REMOVAL AND REPLACEMENT OF 48 INCHES. z z z z D O O U U 0 0 z z Q a U z U L2 w Ln r N co N CD o I.1 LL] z LL] U Q H Q D Z O F Q U Z 7 2i2iO U U Z LL] cD 0�LL] 2iLL] W ps COPYRIGHT 2015 CTA, INC ALL RIGHTS RESERVED DRAWN BY: AMH CHECKED BY: DR DATE: 3/20/15 CTA # ADACNTY911 CADD FILE: ADACNTY DIR: LA -16677 LANDSCAPE PLAN SHEET L301 I 1 I I 1 1 I I 1 I a 1 1 I a � 1 I I 1 1 N I 1 " co 1 I a 1 I a � I N 1 a � 1 I 1 I 1 1 I I EXISTING 1 BOULEVARD 1 LANDSCAPING TO REMAIN EXCEPT WHERE NOTED / CONTRACTOR TO 1 REPAIR ANY EXISTING 1 / I IRRIGATION ' DISTURBED BY i CONSTRUCTION 1 W ACTIVITIES. a �SS Cq ..a•. 2 O 1 y Z / In. L 1 I 1 3 j a 1 I I N 5 d.. I-4 A' :.. 4) 3 I N 3 1 a I 1 N a °J a 1 N 3 1 I •4 I o. 1 3 JW 4=0 L.. aP/L� 1 I a 1 1 .. 3 Q IRRIGATION PLAN N STINGWTERLINEa w w w w w w w w w w w w Fw—w—w---7w___E_)q w w 0 SHEET LEGEND PROPERTY LINE / RIGHT OF WAY � PINE AVENUE Q--- --- -- --- , --- --- --- --- ---- — —— � PROPOSED CONCRETE (3 D iJ 3 Z3: _ EP ~ EP�r_P EP EP EP EP EP EP EP- EP EP EP EP EP _ EXIS;ING TELEP�ZONE TR �v air i ITIi irl�1 r n nn�na —TEL—TELt��UGJP��UGP TTEL IIIIII T L E TEL Lp—TELciF-�IT'O�"I'GTfrPEE7l�I'a7CI�E� TELTEL TEL TEL TEL EXISTING CURB UGP UGPUGP UGP UGP UGC �'�—VGP- �'� UGC —UGP UGP U P _ UGP GP UGP �ll TEL -TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL :D .o TEL v?�M EXISTING SIDEWALK ss ss ss ss ss s ssss ss ss ,ssss —ss ss ss EXISTING SANITARY SEWE ssZss— ss ss ss ss ss ss ss ss ss ss W GI GI MM�P'L�M P/L� EXISTI G=O LANDS APEIII BED �� GI EXISTING BOULEVARD LANDSCAPING TO — REMAIN EXCEPT WHERE NOTED. CONTRACTOR TO REPAIR ANY EXISTING' IRRIGATION DISTURBED BY / CONSTRUCTION ACTIVITIES. EXISTING GROUND CONTOUR (WITH ELEVATION IN FEET) M m �P/L� m m �P/L� m M �P/L� M M �P/L� M M �P/L� NORTH REF. LANDSCAPE CURB NEW LIGHT FIXTURE PIPE SCHEDULE: PERFORMANCE IRRIGATION NOTES 1. FINISH GRADE CONTOUR (WITH ELEVATION IN FEET) 1ST SET OF EMISSION POINTS SANITARY SEWER p STORM DRAINAGE 0-5 WATER 2" CAL. GAS 3/4" 1 Y2" 4-8 ill 2" 8-13 OVERHEAD POWER ® EXISTING WATER METER 6@ 21" EXISTING FIRE HYDRANT 15-25 25-35 EXISTING WATER VALVE m EXISTING TELEPHONE POLE PLAN. THE ACCOMPANYING IRRIGATION PLAN IS FOR REFERENCE. THE 35-55 55-80 � TRAFFIC DIRECTION 5" CAL. 2 Y2" M m �P/L� m m �P/L� m M �P/L� M M �P/L� M M �P/L� NORTH REF. LANDSCAPE CURB NEW LIGHT FIXTURE PIPE SCHEDULE: PERFORMANCE IRRIGATION NOTES 1. CONTRACTOR TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM TO PROVIDE 1ST SET OF EMISSION POINTS 2ND SET OF EMISSION POINTS p Y2" ill 0-4 0-5 U 2" CAL. 1-1 GPH = 6 GPH 3/4" 1 Y2" 4-8 ill 2" 8-13 ADEQUATE WATER FOR ALL PLANT MATERIAL AS SHOWN ON THE LANDSCAPE 3" CAL. z Q 6@ 21" 1 Y411 2 Y2" 13-22 1 Y2" 3" 22-30 15-25 25-35 1-2 GPH = 12 GPH 6@24" PLAN. THE ACCOMPANYING IRRIGATION PLAN IS FOR REFERENCE. THE 35-55 55-80 � ' 1 v 5" CAL. 2 Y2" 6@12" 5@45" 6" CAL. 2-2 GPH = 24 GPH CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION AND ADJUST THE 80-120 ^ VJ A 1 'r V, Ute•• 4" 8" 120-200 120-200 30 30 C IRRIGATION DESIGN IN THE FIELD TO ACCOUNT FOR ANY UNKNOWN SITE % Lo w ALTERATIONS HUNTER PROS-06-PRS40-CV MP1000-90 L V A OR UNKNOWN EXISTING CONDITIONS. MP1000-270 Z � 2 ** FOR CL. 315 (Y2" SIZE) AND CL 200 PVC (Y4" AND LARGER) MP1000-210 O 30 NOTES: 0 N0 O HUNTER PGP ULTRA -04-CV 1.5 32 45 2. THE CONTROLLER FOR THE PARCELS IRRIGATION SYSTEM SHALL BE IN THE 1.5 cn o U 2. ALL LATERAL PIPE TO BE CLASS 200 PVC, Y2" DRIP SUBLATERAL - CLASS 315 PVC. 18 30 ®I ELECTRICAL ROOM #160A. PROVIDE OWNER WITH CONTROLLER IMP2000-:210118 5; 30 MP2000-90 1 LL 30 INSTRUCTION MANUAL REFERENCE THE MECHANICAL SHEETS AND L A COPYRIGHT 2015 IRRIGATION DETAILS FOR FURTHER INFORMATION. THE MAINLINE SHALL BE 2" SCH. 40 PVC LINE. COORDINATE THE BACKFLOW PREVENTION DEVICES AND POINT OF CONNECTIONS FOR BOTH IRRIGATION SYSTEMS WITH THE CIVIL DRAWING SHEETS AND THE MECHANICAL/PLUMBING CONTRACTOR. 3. THE CONTRACTOR IS TO INSTALL MANUAL DRAINS AT LOW POINTS AND AIR RELIEF VALVES AT HIGH POINTS ALONG THE MAINLINES. INSTALL QUICK 10 COUPLERS AT END OF MAINLINES AND ISOLATION VALVES DOWNSTREAM OF MAINLINE TEES. W 4. WATER SOURCE FOR IRRIGATION SYSTEMS IS NON -POTABLE WATER. SEE CIVIL DRAWINGS FOR WATERLINE LOCATIONS AND BACKFLOW PREVENTION DEVICE INSTALLATION DETAILS. CONTRACTOR TO INSTALL BACKFLOW PER CITY, STATE, AND FEDERAL GUIDELINES. INSTALL SYSTEM IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ui REFERENCED STANDARDS AND THE MANUFACTURER'S RECOMMENDATIONS. 5. ALL SHRUBS ARE TO BE IRRIGATED USING A SINGLE SOURCE DRIP IRRIGATION SYSTEM. SEE EMITTER SCHEDULE FOR NUMBER OF EMITTERS PER PLANT. ALL TREES LOCATED WITHIN TURF AREAS TO BE WATERED Lu USING A ROOT WATERING SYSTEM. ALL OTHER TREES WITHIN PLANTING BEDS ARE TO BE WATERED USING A SINGLE SOURCE DRIP IRRIGATION SYSTEM. REFERENCE THE EMITTER SCHEDULE FOR THE NUMBER OF EMITTERS TO BE INSTALLED PER TREE. TURF AREAS TREES WITHIN TURF AND SHRUB BEDS SHALL BE ON SEPARATE ZONES FROM EACH OTHER. DO Q U NOT COMBINE IRRIGATION ZONES. 6. CONTRACTOR TO FIELD VERIFY WATER PRESSURE, AND GALLONS PER U MINUTE OF WATER DISCHARGE. ILLUSTRATED DESIGN IS BASED UPON 50 PSI AT THE POINT OF CONNECTION AND 30 PSI AT ALL ZONE VALVES. Z O CONTRACTOR SHALL ADJUST DESIGN OF IRRIGATION SYSTEM BASED UPON VERIFIED AVAILABLE WATER PRESSURE, AND GALLONS PER MINUTE OF O WATER DISCHARGE. 7. IN THE EVENT OF ANY DISCREPANCIES IN THE DESIGN OR INSTALLATION OF r 1 Q THE IRRIGATION SYSTEM, THE CONTRACTOR SHALL NOTIFY THE OWNER'S `•I/ REPRESENTATIVE IMMEDIATELY. THE CONTRACTOR SHALL KEEP ON SITE AT .. ALL TIMES DURING INSTALLATION OF THE IRRIGATION SYSTEM AN UP TO r , z DATE AS -BUILT OF ALL INSTALLED COMPONENTS OF THE IRRIGATION SYSTEM. y v ' z 8. ALL IRRIGATION DRIP ZONES SHALL BE CONTROLLED USING THE SPECIFIED DRIP ZONE CONTROL KIT AS DETAILED. PROVIDE PVC LATERALS TO BEDS Q AND CONNECT TO PE PIPE AS DETAILED AND AS REQUIRED. ALL WATERING i ri ZONES FOR TREES SHALL BE CONTROLLED WITH A STANDARD IRRIGATION Lu CONTROL VALVE. SEE SCHEDULE FOR SPECIFIC SIZE, MODEL, AND MANUFACTURER INFORMATION V) z 9. CONTRACTOR SHALL PROVIDE SLEEVING FOR PIPE BELOW PAVEMENT. W G SLEEVES SHALL BE SCH. 40 PVC. ALL MAINLINE SLEEVES SHALL BE A MINIMUM 2X LARGER THAN THE MAINLINE SIZE. ALL LATERAL SLEEVES SHALLQ O O 1 BE 2" MIN. SUPPLY ONE EXTRA SLEEVE WITH EACH MAINLINE SLEEVE FOR CONTROL WIRES. COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES V AND OTHER PROJECTS. 10. IRRIGATION SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. < Q v < 11. IRRIGATION SYSTEM SHALL BE INSTALLED WITH REGARD TO PLANT ` w MATERIAL, WIND AND SUN EXPOSURE TO ENSURE PROPER PLANT REQUIRED WATER COVERAGE. e_o� (D 12. PROVIDE ALL COMPONENTS REQUIRED FOR PROPER WINTERIZATION OF SYSTEM. I IJ 13. SEE SPECIFICATIONS AND SHEET L402 FOR IRRIGATION DETAILS. W W 1 z V PIPE SIZE PIPE SLEEVE SIZE" FLOW (gpm) FLOW (gpm)** 1ST SET OF EMISSION POINTS 2ND SET OF EMISSION POINTS 1 z" CAL. Y2" ill 0-4 0-5 U 2" CAL. 1-1 GPH = 6 GPH 3/4" 1 Y2" 4-8 ill 2" 8-13 5-10 10-15 3" CAL. 1-1 GPH = 6 GPH 6@ 21" 1 Y411 2 Y2" 13-22 1 Y2" 3" 22-30 15-25 25-35 1-2 GPH = 12 GPH 6@24" 2" 4" 30-50 6" 50-70 35-55 55-80 � ' 1 v 5" CAL. 2 Y2" 6@12" 5@45" 6" CAL. 2-2 GPH = 24 GPH 3" 6" 70-120 80-120 ^ VJ A 1 'r V, — 4" 8" 120-200 120-200 30 30 C * PIPE SLEEVES TO BE INSTALLED UNDER ALL PAVING. % 30 GM HUNTER PROS-06-PRS40-CV MP1000-90 L V A SEE SLEEVE DETAIL 16/L 402 MP1000-270 12 30 d ** FOR CL. 315 (Y2" SIZE) AND CL 200 PVC (Y4" AND LARGER) MP1000-210 O 30 NOTES: U HUNTER PGP ULTRA -04-CV 1.5 32 45 U) 1. ALL VALVE BOXES TO BE CARSON/BROOKS, AMTEX, OR EQUAL. 1.5 ry 45 ❑ 2. ALL LATERAL PIPE TO BE CLASS 200 PVC, Y2" DRIP SUBLATERAL - CLASS 315 PVC. 18 30 ®I 3. MAINLINE PIPE TO BE SCHEDULE 40 PVC SOLVENT WELD. IMP2000-:210118 O 30 MP2000-90 1 LL 30 EMITTER SCHEDULE - DETAIL 3 AND 61402 COPYRIGHT 2015 TREE SIZE EX. LG. TREES NUMBER OF MULTI OUTLET EMITTERS OUTLET QUANTITY EMITTER GPH TOTAL 1ST SET OF EMISSION POINTS 2ND SET OF EMISSION POINTS 1 z" CAL. 1-1 GPH = 6 GPH 3@ 12" 8 2" CAL. 1-1 GPH = 6 GPH 4@18" 1 3" CAL. 1-1 GPH = 6 GPH 6@ 21" 3 z CAL. 1-2 GPH = 12 GPH 6@24" 4" CAL. 1-2 GPH = 12 GPH 6@27" 4@42" 5" CAL. 2-2 GPH = 24 GPH 6@12" 5@45" 6" CAL. 2-2 GPH = 24 GPH 6@15" 6@48" EMITTER SCHEDULE - DETAIL 1014.5 PLANT SIZE EMITTER TYPE NUMBER OF EMISSION POINTS ALL ALL .5 G.P.H. 8 PERRENIALS SINGLE 1 AND 30 OUTLET GRASSES 8 30 ALL 1 OR 5 1 G. P. H. 2 SHRUBS GAL. SINGLE 30 1 30 OUTLET 2.5 IRRIGATION HEAD SCHEDULE SYMBOL MAN/MODEL # NOZZLE # RADIUS PSI HUNTER PROS-06-PRS40-CV MP1000-360 SR 8 30 MP1000-120 SR 8 30 © 8 30 HUNTER PGP ULTRA -04-CV 2.5 30 30 2.5 30 1 30 2.5 30 30 2.5 30 30 S2.5 30 30 HUNTER PROS-06-PRS40-CV MP1000-90 12 30 A MP1000-270 12 30 d MP1000-210 12 30 HUNTER PGP ULTRA -04-CV 1.5 32 45 O HUNTER PGP ULTRA -04-CV 1.5 32 45 ❑ HUNTER PROS-06-PRS40-CV MP2000-90 1 18 30 ®I IMP2000-:210118 30 MP2000-90 1 18 30 CTA, INC 0 1 ALL RIGHTS RESERVED z DRAWN BY: AMH CHECKED BY: DR DATE: 3/20/15 CTA # ADACNTY911 CADD FILE: ADACNTY DIR: OF MrrIbfee o� P H.q,L O f` Q L -16677 C7ft ♦14GI 1 A 11 � ��k IRRIGATION PLAN SHL401