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Pre-plat V1 (2)LOT 1 BLOCK 1 SOUTHEAST MARKETPLACE SUB. BOOK 101 PAGE 13253-13255 PRIVATE DRIVE 189'51'36"W 236.99'00.15' 242.49, (o o� N� ;[ BLOCK 1 I LOT 1 63,482 SF 1.46 AC.± iI wm .1I I oW�w 0 � :. w �wM> 10 o I M •. O oN N90°00'00"W 245.22' ROW IMPROVEMENTS BY OTHERS BLOCK 1 �'-~ LOT 0,07'L 47 765 SF PRELIMINARY PLAT SHOWING SESSIONS PARKWAY SUBDIVISION SITUATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2022 LOT 2 BLOCK 1 SOUTHEAST MARKETPLACE SUB. BOOK 101 PAGE 132. 1�---------- 236.99---------- I l BLOCK 1 10.00' PRESSURE o LOT 5 I IRRIGATION EASEMENT o 36,513 SF I� o o m 0.84 AC.± �I �LoI 25.00' 30.00' CROSS ACCESS EASEMENT LI S89°22'03"E 235.28' �I I o I w ml o o o 0 0 voi mi 30.00' CITY OF MERIDIAN SEWER AND WATER MAIN EASEMENT II I I I I BLOCK 1 LOT ICI 36,485 SF 0.84 AC.± ILn I I II II I S89'21'54"E 233.57' I I I I �a \ \ o v 1.10 AC.± \ 0 'Va 4 Im \ / 7, BLOCK 1 o\ LOT 3 \ / w 47,657 SF 1.09AC.± a IMI UI PRIVq\VEi�� N� I N p�N84°26'OS"E a 132.06' LOT 24 BLOCK 49 LOCHSA FALLS SUB. NO. 12 BOOK 92 PAGE 10958-10960 — — — — — I I 2 .00' �852•F s I ;' �I� N84'26'08"E 17.43' \ \ I \ � LOT 1 BLOCK 1 BACH SUB. BOOK 113 PAGE 16608-16611 UNA MAS SUB. BOOK 103 PAGE 13894-13896 N 0 15 30 60 90 Plan Scale \36c r \3s cr ❑ �a I GFI - MERIDIAN INVESTMENTS LLC ASP:S1104233712 I 2651 N RECORDS AVE LOT 2&3 BLOCK 1 BACH SUB. BOOK 113 PAGE 16608-16611 N 0 0 Lu PRELIMINARY PLAT DATA SITE DATA TOTAL AREA OF SITE 5.32 ACRES TOTAL NUMBER OF LOTS 5 TOTAL NUMBER OF BUILDABLE LOTS 5 TOTAL NUMBER OF COMMON LOTS 0 ZONING EXISTING ZONING CG MAXIMUM BUILDING HEIGHT 65' SETBACKS STREET (ENTRY CORRIDOR) 35' REAR 0' SIDE (INTERIOR) 0' BUFFER TO RESIDENTIAL USES 25' UTILITIES WATER: CITY OF MERIDIAN SEWER: CTY OF MERDAN POWER: IDAHO POWER NATURAL GAS: INTERMOUNTAIN GAS CO. TELEPHONE: CENTURY LINK PRESSURE IRRIGATION: SETTLERS IRRIGATION DISTRICT NOTES 1. A 10-FOOT JOINT UTILITY TRENCH EASEMENT WILL BE PROVIDED ALONG ALL THE EXTERIOR SUBDIVISION BOUNDARY. 2. INTERNAL LOT LINES ARE CONCEPTUAL ONLY AND MAY CHANGE DURING FINAL PLATTING BASED ON PHASING OF THE CONSTRUCTION. 3. LANDSCAPING AND BUILDINGS SHALL BE PER FUTURE APPROVED PLANS. 4. CROSS -ACCESS EASEMENTS AND STORM DRAINAGE EASEMENTS MAY BE PROVIDED ACROSS LOT LINES AS DETERMINED DURING FINAL DESIGN. 5. NO PUBLIC ROADS ARE PROPOSED OR ARE DIRECTLY IMPACTED BY THIS SUBDIVISION. LEGEND — — BOUNDARY LINE — — OFFSITE BOUNDARY LINE - — — — — — — — — — - EASEMENT — ROAD CENTERLINE LOT LINE LINE rn R/w R/w RIGHT-OF-WAY LINE co Ln O FOUND 1/2 INCH REBAR N (V 00 FOUND 5/8 INCH REBAR zL'] Lr'1 5 ® SPIKE 0 W — — SETBACKS � C7 Co Q ASPHALT N d z Ln n1 SEEPAGE BED W 0 s s s SANITARY SEWER LINE CO w w WATER LINE c c c GAS LINE —op—op— OVERHEAD POWER LINE Gi Gi GRAVITY IRRIGATION LINE Pi Pi PRESSURE IRRIGATION LINE SEWER MANHOLE wv WATER VALVE ® WATER METER FIRE HYDRANT POWER POLE m POWER BOX EP EP EDGE OF PAVEMENT Ec Ec EDGE OF GRAVEL TREE DECIDUOUS EXISTING GRADE CONTOUR PRIVATE DRIVE II { 1 C I'g I ;f BLOCK 1 LOT 1 63,482 SF I1.46 AC.± wm II J w C o\Za owe; I� w I I � ROW IMPROVEMENTS '.: BY OTHERS {' BLOCK 1 LOT I— L �Id°b q\ I I\ � ICI BLOCK 1 LOT 5 36,513 SIF m� 0.84 AC.± m � I'I 25.00' 30.00' CROSS m ACCESS EASEMENT BLOCK 1 LOT �I 36,485 SF 0.84 AC.± I I I it I \ o Q cn 1.10 AC.± op a Q� BLOCK 1 o\ LOT 3 47,657 SF w \ 1.09 AC.± p \ l I fP i EP ` \ d3 `p �25.00' \ CONNECT TO EXISTING z \ PARKING LOT oep= =pJ4`(v s Id„b Id„b Id„b Id„b Id„b GFI - MERIDIAN INVESTMENTS LLC ASP:S1104233712 2651 N RECORDS AVE PUMP STATION F 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 0 25 50 100 150 Plan Scale GENERAL NOTES 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL RUN THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS ALONG THE SOUTH BOUNDARY OF THE PROJECT. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTIES WILL BE SERVED BY CONNECTION TO THE EXISTING SEWER MAIN ALONG THE SOUTH BOUNDARY OF THE PROPERTY. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED DURING FINAL DESIGN. 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER SERVICES WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 5. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION. 6. ALL STREETS SHALL BE PRIVATE. SEE PRELIMINARY ROADWAY CROSS-SECTION THIS SHEET. 7. STORM DRAINAGE FROM THE PRIVATE ROADWAY SHALL BE COLLECTED IN THE TEMPORARY ROADSIDE SWALE. PERMANENT STORM WATER FACILITIES WILL BE CONSTRUCTED AS THE SUBDIVISION DEVELOPS. 8. SANITARY SEWER AND WATER FACILITIES WILL BE PROVIDED WITH A PERMANENT PUBLIC UTILITY EASEMENT. 9. EAGLE ROAD RIGHT-OF-WAY IMPROVEMENTS TO BE CONSTRUCTED BY OTHERS. 10. PRESSURE IRRIGATION TO BE PROVIDED BY NAMPA MERIDIAN IRRIGATION DISTRICT. LEGEND — — BOUNDARY LINE — — OFFSITE BOUNDARY LINE ----------- EASEMENT - — ROAD CENTERLINE LOT LINE LINE R/W R/W RIGHT-OF-WAY LINE - O FOUND 1/2 INCH REBAR Qp FOUND 5/8 INCH REBAR ® SPIKE SETBACKS 2' 2' SHOULDER SHOULDER 5 12.5' 12.5' 5' BORROW CENTER-TO-EP I CENTER-TO-EP BORROW VARIES VARIES VARIES 0 10" OF 6"-MINUS PIT -RUN SUBBASE. TYPICAL DRIVE SECTION NTS 0 3" OF PLANT MIX PAVEMENT (CLASS III) 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. ASPHALT SEEPAGE BED s s s SANITARY SEWER LINE w w WATER LINE c c c GAS LINE GP GP OVERHEAD POWER LINE —GI—GI GRAVITY IRRIGATION LINE PI PI PRESSURE IRRIGATION LINE 0 SEWER MANHOLE wv WATER VALVE © WATER METER FIRE HYDRANT POWER POLE POWER BOX EP EDGE OF PAVEMENT Ec Ec EDGE OF GRAVEL 0 TREE DECIDUOUS EXISTING GRADE CONTOUR EAGLE ROAD 0+10.00 OFFSET: 0.00 c — I I I I I I I I I I L—J Y BLOCK 1 a � p p LOT �mJ 47,765 SF 1.10 AC.± I I D I _ d3 � d3 � d3 d3 3 � d3 d3 d3� m 5„ 8 5 5„9 T L PROPOSED MANHOLE #1 STA: 0+35.34 OFFSET: 0.00' N: 10797.18, E: 10330.41 BLOCK 1 LOT 3 / 47,657 SF 1.09 AC.± —�—��--——--—--—— Id„b 5„H d3 11 5 J D N Wo z mho DM m � o 0 Km o > : zz� z o BLOCK 1 LOT 4 36,485 SF 0.84 AC.± ——--— —— 1-ab Id„b Id„b J IN =PRIIJISED MANHOLE #2 9.82 OFFSET: 0.00' .66, E: 10330.41 _ NI I I� II I_I BLOCK 1 LOT 5 36,513 SF 0.84 AC.± I"I II Id„b Id„b Id„b A — A � a O . D O � O O ' Z � m > N VI 0 N I C m z PROFILE SCALE PIPE DIMENSION IS HORIZ: 1 = 50 IZ: MEASURED FROM CENTER MANHOLE V 1" = 5' 2640 TO MANHOLE 2640 3 w _z.. W Z U > > d U d 2635 a N N p _ U �p U > N O d 2635 O = Q O nj 0 O WO 00 M c00 O p N 0 O _ � N 09 = W O W U Z+[ND N N H~ = W W Z 7 0O QO r O Z O O <N M 2630 X > o Z z(nMN M N ~ 2630 W d' NMN N 7 O+c dr7N 0 D_ON Z 0 0�m> > 0HE> acne an�zz 2625 EXISTING GROUND 2625 2620 2620 2615 2615 2610 2610 25.34' of PVC 0 30.6 2605 2605 2600 2600 M^ N a0 a0 N O O N O O O M M O N M m N N N N N N N N —0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0 25 50 100 150 Plan Scale i 35' LANDSCAPE BUFFER FROM ESTIMATED FUTURE BACK OF CURB II Ili yonr �!.!I oI 1 3 F � y . •' 5 $y y <I I: I 15.00' POWER LINE EASEMENT PER INST. No. T 94111972 � J IIIp� I uj (n0] w O_ o (n Z M of LU II� `1, Z w al ----- II - - Illy "i.a I - - - - - .� 5 y N cy 10.00' 3 y IRRIGATION y y EASEMENT. No. -•1. 98024088 Lel PLANT SCHEDULE a DECIDUOUS TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY 4 a"YI a"W B"W a"YI a"W 9"W a"W "W B"W B'W 8' PRIVATE DRIVE 2 4 ( 1 ACER TATARICUM HOT WINGS' 2" CAL. B&B 20'X20' CLASS I 5 aS"aL 1e"s 18"sD 18"s0 8"SD 18"SD Ie"So 18"SD "sD Ie"SD- HOT WINGS TATARIAN MAPLE •• CERCIS CANADEN515 2" CAL. B&B 30'X25' CLASS I 3 2 � � � � � � � � � � � � � y y EASTERN REDBUD Id.Z �i'd"Z Id"Z Id"Z Id" Id•Z Id"Z d•Z Id"Z y (D MALUS "SPRING SNOW" 2" CAL. B&B 25'X20' CLASS I 3 SPRING SNOW CRABAPPLE EXISTING TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY \, y l I y y l" O EXISTING TREE TO REMAIN EXISTING VARIES 9 10.00' y SEE KEY NOTES AND TREE PROTECTION NOTES PRESSURE IRRIGATION EASEMENT y y y I y OTHER BOTANICAL/COMMON NAME CONT I I y y 25' y Iyd SITE LANDSCAPING VARIES 3,454 SF OLANDSCAPE BUFFER y y l SHRUBS AND PERENNIALS I BETWEEN y I ALL LANDSCAPE BUFFERS ALONG I CAND y y STREETS SHALL BE PLANTED I I I RESIDENTIAL. RESIDENTIAL. BUFFER MATERIAL + y I +W I WITH A MINIMUM OF (1) SHRUB PER 7 LF TO BE SPECIFIED y MINIMUM PLANTING SIZES: AS PART OF y y Iy I 2 GAL. SHRUBS AND 1 GAL. PERENNIALS FINAL PLAT y SHRUBS: Iy ZOAfJ[TSALBA IVORY HALO TM II y yp TATARIAN DOGWOOD PHYSOCARPUS OPULIFOLIUS'SUMMER WINE' bbbb y ly SUMMER WINE NINEBARK y IIL yI y POTENTILLA FRUTICOSA'SUNSET' L9 I SUNSET POTENTILLA I I yly ROSA X 'NOARE' I FLOWER CARPET RED GROUNDCOVER ROSE y yo jd SPIRAEA BETULIFOLIA 'TOR GOLD' so-8 y yl GLOW IRL ION I y R EANIPP CAA SPSNOWMOUND' L SNOWMOUNDSPIREA d I y A PERENNIALS: =ff=URPUREA y y I PURPLE CONEFLOWER yI y RUDBECKIA FULGIDA 'GOLDSTURM' 25.00' y Iy I GOLDSTURM BLACK-EYED SUSAN y yl y GAILLARDIA X GRANDIFLORA'MESA BRIGHT BICOLOR' f/1 I y y yA BLANKETFLOWER 30.00' HEMEROCALLIS X 'STELLA DE ORO' CROSS AC ACCESS y yl y STELLA DE ORO DAYLILY EASEMENT y ly SALVIA X SYLVESTRIS'MAY NIGHT' y yI Iy MAY NIGHT SAGE I30.00' y y CITY OF MERIDIAN y yl y I y�y I GRASSES: f SINEN515'MORNING LIGHT' HUSGRASS SEWER AND WATER y y EULALIAGRASS ULALIIA MAIN EASEMENT I CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' y l y I` FEATHER REED GRASS m i y PANICUM VI GATUM HEAVY METAL vi 444y y I yAy BLUE SWITCH GRASS I PANICUM VIRGATUM'HEAVY METAL' 4 y y BLUE SWITCH GRASS y a SOD/SEED BOTANICAL/COMMON NAME CONT s.9 IW y I y TURF SOD RHIZOMATOUS SOD 20,368 SF y yl RHIZOMATOUS TALL FESCUE y REMOVE DEAD/ DAMAGED BRANCHES AND PRUNE TO r - y y I y INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; y IMPROPERLY PRUNED TREES 9 I y } p (AS DETERMINED BY THE I Iy y LANDSCAPE ARCHITECT) y y W £N I < IfW y N � �~ y fy f \ y \ \ o op \ O b VO LANDSCAPE PLAN 0 30 60 90 Plan Scale: 1" = 30' I y y i y I p p SHALL BE REMOVED AND (2)-BVC WOOD TREE pp p REPLACE. STAKES(MIN. 6' HT) p p TRUNK FLARE. LOCATE PRIOR I y ly yl CHAINe LOCK FLARETO PLANTING. �29 C y I ppp p BE VISIBLE AFT PLANTING. TREER TIES I J, y } y I MULCH PER PLAN KEEP _ I- ly y 3• IN 1"-2" AWAY FROM TRUCK y _ FLARE ly y l FINISH GRADE Is•e y 3 ROOT-_ WATERING BASING y yI' l BALL °�-�II BERM y y I DEPTH I I FERTILIZER TABLETS Iy y y -d FOLD BACK BURLAP FROM II ii I I III OF ROOTBALL. REMOVEWIREE BASKET. NOTE: REMOVE TREATED ROOT- BACKFILL SOIL MIX GENTLY OR SYNTHETIC BURLAP BALL PACK BACKFILL USING WATER G)I + WIDTH COMPLETELY. REMOVE TO SETTLE SOIL AROUND y y l I ANY SOIL AND/OR ROOTBALL y W MULCH AWAY FROM 8" MIN PLANTING PI 8" MIN ROOTBALL ON UNDISTURBED TREE CROWN AFTER PIT SHALL BE A MIN. 2 TIMES WIDER SOIL _ INSTALLATION. THAN ROOTBALL AT BASE AND A MIN. 3 TIMES WIDER THAN ROOTBALL Z y AT FINISH GRADE. DEPTH SHALL BE y I I y NOTES: SAME AS THE ROOTBALL. \ S I o JA-63 y y Iy = 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED \ / I 96) SAY oo ^n y STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL Qto2 � 3_ rn I y STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. ro y �y DECIDUOUS TREE PLANTING AND STAKING DETAIL s 2� zj �` 2 y NTS \ /2, \ 4T y 12 s� w� \2 i \�\\ 123� \'2`s y y 2's � 12,�y � I _ \ I y yl Qs ram \ y \ KEY NOTES (TYPICAL) 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL TREES WITHIN TURF AREAS. 2. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. 3. NOT USED. 4. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT, AND OR ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND PATCH BACK ALONG PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW AND EXISTING LANDSCAPE SHALL BE NON RECOGNIZABLE AND COHESIVE WHEN FINISHED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE PLANTING AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. 5. ESTIMATED FUTURE CURB AND DETACHED SIDEWALK. REQUIRED 35' LANDSCAPE BUFFER IS MEASURE FROM FUTURE BACK OF CURB. 6. OVERHEAD POWER LINE TO REMAIN. CLASS I TREES USED ALONG FRONTAGE AS A RESULT OF POWER LINE. TREE PROTECTION NOTES 1. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE CRITICAL ROOT ZONE OF ALL TREES AT ALL TIMES THROUGHOUT PROJECT. 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL BE INSTALLED IMMEDIATELY AROUND EACH TREE IMPACTED BY DEMOLITION OR CONSTRUCTION. FENCING SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THE ENTIRE DEMOLITION AND CONSTRUCTION PROCESS. 3. BULK MATERIAL, EQUIPMENT, VEHICLES, AND CONSTRUCTION DEBRIS AND WASTE SHALL NOT BE STOCKPILED WITHIN HE CRITICAL ROOT ZONE. 4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN THE CRITICAL ROOT ZONE. 5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE. APPLY A MIN. 1.5" OF WATER OVER THE CRITICAL ROOT ZONE PER WEEK. THIS IS A MIN. RECOMMENDATION. CONTRACTOR IS RESPONSIBLE TO DETERMINE IF MORE WATER IS NECESSARY DURING CONSTRUCTION. 6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL PERFORM REMEDIAL WORK TO DAMAGED TREES AT THE CONTRACTOR'S EXPENSE. GENERAL LANDSCAPE NOTES 1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, INC. ® 1.800.342.1585. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. 3. ALL TREE, TURF, PLANT MATERIAL, AND IRRIGATION PROPOSED WITHIN THE PLANTER STRIP BETWEEN BACK OF CURB AND SIDEWALK SHALL BE INSTALLED BY THE HOME BUILDER IN CONJUNCTION WITH THE INDIVIDUAL LOT DEVELOPMENT. GENERAL IRRIGATION NOTES 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR SUBDIVISION PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON AREAS SHALL BE VIA THE SUBDIVISION'S PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND LANDSCAPING ALONG THE FRONTAGE OF PRIVATE LOTS SHALL BE PRESSURIZED IRRIGATION WATER, AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION RATES WITHIN EACH CONTROL VALVE. 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. ACHD LANDSCAPE NOTES 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. STREET TREE CALCULATIONS (1TREE/35 LF) STREET NAME =UIFFER DTH LF NUMBER OF DRIVES WIDTH PER PLAN CALC �112 REQ PRVD EAGLE RD. 35.0' 392 0 LF/35 11.00 11.00 TOTAL STREET TREES 11.00 11.00 MITIGATION REQUIREMENTS THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL TOTAL TREES REQUIRED/PROVIDED 11.00 11.00 \\ \ 2 \\k\ � \ q SESSIONS PARKWAY SUB MERIDIAN, IDAHO PRELIMINARY PLAT LANDSCAPE PLAN lam E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: JUNE 2022 PROJECT: 20-023 SHEET NO. PPL1.0 PROPOSED VEHICLE ACCESS TO COMMERCIAL DRIVE AISLE Ir PRIVATE DRIVE O m H � m �O 1 <o x N w u EXISTING o N u APPROACHES Q TO BE ZO w ABANDONED < N u O = w w vl > O PROPOSED I BLOCK 1 CONSOLIDATED ACCESS POINT TO EAGLE ROAD r O I PRIV ATE RIVE BACKAGE ROAD TO lam SOUTH \ I ENGINEERING 5]2SNORT H DISCOVERY WAY �' • \ ' \ BOISE, IDAHO 83713 ' PHONE menip.-B, O g P.mm 120 Q I • kII d' DATE: JUNE 2022 W J � PROTECT20-023 W . PPEX1.0 FORMER EXISTING GREAT WALL VEHICLE RESTAURANT I ACCESS TO EAGLE ROAD _ } BE CLOSED )VVEHICLE ACCESS EXHIBIT 90 180 270 Plan Scale: 1" = 90'