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CC - Landscape Plan J J � D � O oc t� Z C� BAFR 'o greg@baerdg.com US HWY 20126 Ph. 208.859.1980 EP PLANT SCHEDULE DECIDUOUS TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS 21 Fraxinus pennsylvanica `Cimmzam` TM 2" CAL. B&B 50`X30` Class II E Cimmaron Ash P - P - P - P - - P � 5.19.2020 ' P EVERGREEN TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS LA16848 � \ 1 -EM g_Hq .• 12 Pinus nigra `Frank` 6`-8` B&B 10`x4` ��i��NDscN? 0 9-HO 6-Ls T r T + Dwarf Columnar Austrian Pine 0 O FLOWERING TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS o RECEPTACLE/ASH URN-\ 0 LOCATION 3 Pyrus calleryana `Capital` 2" CAL. B&B 35`X15` Class I O Pf2-5 Capital Flowering Pear �_0CG-4 7-H'J6 4-PH HO • s• oA ENCH s • s • s 1 ` • • LOCATION SHRUBS QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW s p IKE RACK LOCATION + 4 Chamaecyparis pisifera `Golden Mop` 2 GAL. 3`X3` (2 STALLS) EM a Golden Mop Threadleaf False Cypress • 3�-SG I I I-AHs2- 31 Euonymus fortunei `Moonshadow` TM 2 GAL. 3`X5` 6-Hs2 r 0 Moonshadow Euonymus 1 -EM 72' 2 TREES REQ. 8 Hydrangea arborescens `Abetwo` 5 GAL. 4`X4` 2 TREES PROVIDED Incrediball Hydrangea ® ^, 2-PC 8 Hs s2 8 I 7 Hydrangea paniculato `Jane` 5 GAL. 4`X4` �--' W D 4 SG SG 4 O Little Lime Hydrangea L ,d 1 EM EM 1 0 Z 20 Juniperus Scopulorum `Blue Arrow` 6`-8` B&B 12`X3` 0 U JN O O 11 Blue Arrow Juniper O 7 Ligularia stenocephala `Little Rocket` 2 GAL. 3`X4` Q C Little Rocket Ligularia W ' L 1• f. . TRASH ENCLOSURE, UTILITY BOXES- PER ARCHITECT r 44 Spiraea x bumalda `Goldflame` 2 GAL. 3`X3` C 20 JB CK 19 Goldflame Spirea <O^ O 8 Fa2 Fat 2 O p ANNUALS/PERENNIALS QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW —2-EN/ SM 3 OJ 15 Hemerocallis x `Stella de Oro` 1 GAL. 1 `X2` Stella de Oro Daylily 82 Hemerocallis x `Strawberry Candy` TM 1 GAL. 1 .5`X15 Op Strawberry Candy Daylily v 10 Hosta x `Fire and Ice` 1 GAL. 1 `X2` 20'X10' DRIVEWAY Plantain Lily Cz PL PLI,r-,1r_PL PL CLEAR VISION PL 0 �5 FSG-2 TRIANGLE GRASSES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW EM I i PH 1 Hs2-3 3 p 19 Calamagrostis x acutiflora `Karl Foerster` 1 GAL. 4`X2` ' �O Feather Reed Grass Fat 2 00•�� J Hs2-8 O+ + •; 1.• p 13 Panicum virgatum `Heavy Metal` 1 GAL. 4`X2` Blue Switch Grass s GROUND COVERS QTY BOTANICAL / COMMON NAME s. � •f I 5,259 sf Turf Sod Rhizomatous Rhizomatous Tall Fescue s 1 BEM EM-1 LANDSCAPE MATERIALS Cz DEVELOPER LANDSCAPE ARCHITECT 2 SG Fa2-1 3 Hs2 SG-2' s2-3 LANDSCAPE RECEPTACLE/ASH BVA DEVELOPMENT, LLC. BAER DESIGN GROUP, LLC. BOULDER (2'-4'), ® URN, SEE DETAIL 2775 W. NAVIGATOR DR. 10674 N. SAGE HOLLOW WAY �^I�, SEE DETAIL 5/L1.1 6/L1.1 SUITE 220 BOISE, IDAHO 83704 W MERIDIAN, IDAHO 83642 CONTACT: JOSH RENNAKER CZ 0- 6 1 BENCH, BIKE RACK, SEE PHONE: 208-616-1050 208-867-5983 ._ CZ P PL © SEE DETAIL 2/L1.1 _ CIVIL PLAN FOR (� DETAIL L T Sc 4 1 ♦ LANDSCAPE LEGEND Hs2 8 EM-3- s EM 7 + + 0 o2-1 STREETSCAPE/FUTURE SG-Hs2-3A PAD SITE BY O s OTHERS �--+ 2EM 1 TREE REQ. LANDSCAPE REQUIREMENTS: 4--a//- --SG 1 Fa2 1 TREE PROVIDED + 40'X40' ( , 0. 3Hs2 t Per Meridian City Code; Title 11 UDC. v CLEAR VISION PC' TRIA E AREA REQUIREMENT PROVIDED i _ _ - P STREET TREES N/A O T T ADJOINING USES BUFFER N/A I4s2- R�, RES. SUBDIVISION TREES N/A �_1 / COMMON OPEN SPACE N/A V J - p P � EM-1 COMMO zzzz TREE MN LOTS /MITIGATION NA LO 20'X10' DRIVEWAY / CLEAR VISION TRIANGLE - - — evisions R/W- R W SHORT PLAT LANDSCAPE PLAN o so 60 Project Name: 19044 Scale 1 If = 301 -0" Drawn by. JR Checked by. JR Date: 5.19.2020 Sheet No.: L 1 0 J J � D � O oc t� Z C� BA E R o greg@baerdg.com Ph. 208.859.1980 \\\\\\1 ICI I/////���� 5.19.2020 8„ BARK MULCH AT LA 16848 TURF PLANTER BEDS MARK THE NORTH SIDE OF THE TREE THEHTRUEE MUST BIS LAN EDATUTHE TOP CH THAT ���i��ADScNvFLAR IN THE NURSERY, AND ROTATE TREE III ��IIIII\� TO FACE NORTH AT THE SITE WHEN EVER OF THE ROOT BALL. TREES WHERE THE TRUNK l III 11=III 4��=11175• POSSIBLE. FLARE IS NOT VISIBLE SHALL BE REJECTED. I I'I II I I II I II 11= -_- DO NOT COVER THE TOP OF THE ROOT , I-III III- BALL WITH SOIL. 1-III=III III''-'I -III -III-30•-III=11 -III„IIII 11 I I-III-�I' I I I�rt 1.1 TOPSOIL FINISH GRADE -III.;,IIII�IIIIIil�lll= ��l-ll^= GENERAL LANDSCAPE NOTES - AGENCY SUBMITTAL SET TOP OF ROOT BALL 1"-2" HIGHER ENSURE POSITIVE DRAINAGE AWAY FROM TREE CUT EDGE O 1 . CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND THAN ADJACENT GRADE IN LOAMY TRUNK NND ROOT BALL. DO NOT INSTALL EDGING DETAILcz OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO SOILS AND 2"-3" HIGHER THAN - CONSTRUCTION. CONTACT DIG LINE, INC. ® 1 .800.342.1885. PROVIDE ADJACENT GRADE IN CLAY SOILS. „ 4 ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED 8 REMOVE ALL TWINE, ROPE AND WIRE, AND NTS TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS 3" DEPTH MULCH. DO NOT PLACE BURLAP FROM TOP HALF OF ROOT BALL AT CONTRACTOR'S EXPENSE. MULCH IN CONTACT WITH TREE TRUNK. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN THE ROOT BALL, CUT THE WIRE BASKET IN FOUR STANDARDS FOR TYPE AND SIZE SHOWN. TAMP SOIL AROUND ROOT BALL PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. BASE FIRMLY WITH FOOT PRESSURE PLACE ROOT BALL ON UNEXCAVATED 3. ALL TOPSOIL TO BE AMENDED AT A RATIO OF 3 CU. YDS. OF ORGANIC SO THAT ROOT BALL DOES NOT SHIFT. PL TAMPED SOIL. MATTER PER 1000 SQ. FT. ROTO-TILL ORGANIC MATER INTO THE TOP 6 INCHES OF TOPSOIL. NOTES: 1. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN AND W 4. ALL SHRUB BEDS SHALL HAVE A MIN 12 INCHES OF TOPSOIL, ALL DEAD BRANCHES. DO NOT PRUNE TERMINAL BUDS OF BRANCHES EXTENDING TO THE CROWN. L PLANTER ISLANDS SHALL HAVE MIN 12" TOPSOIL AND ALL LAWN AREAS 2. WRAP TREE TRUNKS ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. SHALL HAVE MIN 6" TOPSOIL. SPREAD, COMPACT AND FINE GRADE SMOOTHLY TO 3 INCHES BELOW THE SURFACE OF WALKWAYS AND CURBS. 3. STAKE TREES AS NECESSARY. STAKES MUST BE REMOVED WITHIN 12 MONTHS OF PLANTING. FINISH GRADE 3/4- 2/3 5. FINISH GRADES ARE TO BE SMOOTH WITH POSITIVE DRAINAGE IN TREE PLANTING DETAIL unburied MULCH ACCORDANCE WITH THE GRADING PLAN. (z 1 NTS III�IIIII�IIIII� lilllllillll 6. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF 1/4- 1/ III=III III-III-II=III 11=III=1 ROCKS LARGER THAN 2 INCHES , WEEDS, ROOTS, GRASS, OR OTHER buried III-III: ( ) III=1 11=1 11=1 I 11= FOREIGN MATERIAL THAT IS HARMFUL TO PLANT GROWTH. TOPSOIL SHALL - 1=III=III=III=III= HAVE A PH OF 5.5 TO 7.0. 1 ;, 'hw r' =III=III=III=III=III=III=III=III=III=III=11=III=III=III=III=III=III=1 11=1 I ` r�,��,•,,,� �*, I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11-1 11=1 11-1 11-1 11=1 11=I I 1=1TI=1TI=1 i I- . �"_'� -USE EXISTING SURFACE TOPSOIL FROM SITE. VERIFY 7. WHERE POSSIBLE, RE ; TOPSOIL WILL MEET THE REQUIREMENTS AND AMEND AS NECESSARY. ' IMPORT WHEN EXISTING TOPSOIL QUANTITIES ARE INSUFFICIENT. _ , ,I �"• ` . :fi . V. \r ► -� BOULDER PLACEMENT DETAIL 8. IF IMPORTING TOPSOIL FROM OFFSITE, OBTAIN FROM LOCAL SOURCES t, . 5 � THAT HAVE SIMILAR SOIL CHARACTERISTICS TO THE PROJECT SITE. NEW f • NTS TOPSOIL MUST BE FERTILE, FRIABLE, NATURAL LOAM, REASONABLY FREE *. OF SUBSOIL, CLAY CLUMPS, WEEDS, ROOTS, STONES LARGER THAN 1 INCH. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, cz FERTILITY AND GENERAL TEXTURE. COPIES OF THE TESTING AGENCY'S VO FINDINGS AND RECOMMENDATIONS SHALL BE SUBMITTED TO THE _ LANDSCAPE ARCHITECT. _ 9. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH 3/4" MINUS BLACK - NOTES: AND TAN PERM-BARK ROCK MULCH. INSTALL A PERMEABLE FABRIC WEED . - 1. DUMOR 140 SERIES BENCH. BARRIER UNDER ROCK MULCH. IMPERMEABLE PLASTIC WEED BARRIERS 2. BLACK POWDER COAT FINISH. ARE PROHIBITED. STAPLE ALL EDGES 10' MAX. - 3. INSTALL BY ANCHOR BOLT IN CONCRETE SURFACE AS PER 10. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. MANUFACTURERS RECOMMENDATIONS. 11. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT CONSENT FROM THE BENCH Cn LANDSCAPE ARCHITECT. 2 - NTS NOTES: � 1. DUMOR 148-32SH-FTO `V 12. CONTRACTOR SHALL STAKE ALL TREES NECESSARY TO PREVENT THEM 2. BLACK POWDER COAT FINISH. _111- a FROM BEING BLOWN OVER. 3. INSTALL BY ANCHOR BOLT IN 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE CONCRETE SURFACE AS PER Q DATE OF ACCEPTANCE BY OWNER. CONTRACTOR SHALL REPLACE ALL MANUFACTURERS PLANT MATERIAL FOUND DEAD OR UNHEALTHY IMMEDIATELY WITH THE REMOVE DEAD/DAMAGED BRANCHES AND PRUNE RECOMMENDATIONS. CZ W SAME SIZE AND SPECIES AT NO COST TO THE OWNER. INTERNATIONAL SOCIETY OF OF � Q 14. FERTILIZE ALL TREES WITH 'AGRIFORM' PLANTING TABLETS. FOLLOW ARBORICULTURE Cz STANDARDS; IMPROPERLY MANUFACTURER'S RECOMMENDATIONS. PRUNED TREES (AS DETERMINED BY THE PREVAILING WIND DIRECTION 15. CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN UP OF ANY LANDSCAPE ARCHITECT) CONSTRUCTION OPERATIONS. _ TOPSOIL OR OTHER DEBRIS ON SITE CREATED FROM LANDSCAPE SHALL BE REMOVED AND RUBBER CINCH TIE REPLACED. GENERAL IRRIGATION NOTES AGENCY SUBMITTAL ENSURE POSITIVE DRAINAGE 2 x 2 x 8 CEDAR STAKE -DO NOT J AWAY FROM TREE TRUNK PENETRATE ROOTBALL. SEE NOTE 1. 1 . ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR AND ROOT BALL. DO NOT SET STAKES PARALLEL TO PREVAILING TRASH RECEPTICLE (WITH ASH PAN) �--� SUBDIVISION PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON INSTALL EARTHEN SAUCER WIND - (� AREAS SHALL BE VIA THE SUBDIVISION'S PRESSURIZED IRRIGATION TO RETAIN WATER. „ NTS ^ SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND LANDSCAPING ALONG THE 3 THICK MULCH LAYER, KEEP MULCH 3 L.L FRONTAGE OF PRIVATE LOTS SHALL BE VIA METERED, POTABLE WATER REMOVE BURLAP, TWINE, _ AWAY FROM TRUNK AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. AND WIRE BASKET FROM i TOP 1/2 OF ROOTBALL, 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE REMOVE ALL NAILS, TIES, BACKFILL WITH SOIL PLANTING MIX. O ONE HUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD AND PLASTIC FROM SPACING OR TRIANGULAR SPACING AS APPROPRIATE. ROOTBALL. IF SYNTHETIC - - ♦^ BURLAP IS UTILIZED TO 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED WRAP THE ROOTBALL, IT FINISH GRADE PRECIPITATION RATES WITHIN EACH CONTROL VALVE. SHALL E COMPLETELY REMOVED. ONLY - j 3 MIN. MULCH ,��'� 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER BIODEGRADEABLE BURLAP j. COMMERCIAL SLOW RELEASE FERTILIZER S - SET TOP OF ROOT BALL HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE SHALL BE LEFT ON THE \\\ \ TABLETS FINISH GRADE '� 2" ABOVE FINISH GRADE ON THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES, BOTTOM OF THE ROOTBALL SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. ��� V� SET ROOTBALL ON NATIVE UNDISTURBED evisions ROOTBALL DIAMETER SUBSOIL =IIII 2x ;- 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE =II = \��\ \S ;\�\1 \\ = =III= 3x ROOTBALL DIAMETER AMENDED - I=III \\\ \\���\\ \\\\-\ III=III= PLANT PIT WITH OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. NOTES: BACKFILL =% \ \' ANGLED SIDES 1TRE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR I IIII IIIIIII=IIII -IIII WARRANTY PERIOD. =1 = -IIII=IIII=III=IIII- FERTILIZER TABLETS Project Name: 19044 2. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. UNDISTURBED SOIL ROOT BALL Drawn by. JR SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 2 x ROOTBALL Checked by. JR 3. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. Date: 5.19.2020 CONIFER TREE DETAIL SHRUB PLANTING DETAIL Sheet No.: 3 NTS � NTS Ll 1 PARAMOUNT POINT SUBDIVISION A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO CER TIFI CA TE OF OWNERS 2020 KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED IS THE REGISTERED AGENT OF A REAL PARCEL OF LAND HEREIN AFTER DESCRIBED AND THAT IT IS THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. COMMENCING at the northwest corner of said N.W. '/4 of the N.E. '/4, from which the northeast corner of the N.E. '/4 of said Section 25 bears S.89°37'14"E., 2669.41 feet; thence along the west boundary of said N.W. '/of the N.E. '/4, 1)S.00°31'43"W., 40.00 feet to a point on the south right-of-way of West Chinden Blvd., also known as U.S. Highway 20-26 as it now exists, being the POINT OF BEGINNING; thence along said south right-of-way, 2)S.89°37'14"E., 303.51 feet to a point on the westerly right-of-way of North Fox Run Way as shown on the plat of Paramount Subdivision No. 5, on file in Book 92, Pages 10970 through 10973, records of Ada County; thence along said westerly right-of-way, 3)S00°22'59"W., 12.01 feet to a point of curvature; thence continuing along a curve to the right, 4)Having an arc length of 31.56 feet, a radius of 20.00 feet, through a central angle of 90°24'41" and a long chord which bears S.44°16'22"E., 28.39 feet; thence continuing, 5)S.00°28'57"W., 27.90 feet; thence leaving said westerly right-of-way, 6)N.44°30'57"W., 42.49 feet to a point which lies 30.00 feet south of the south right-of-way of said West Chinden Blvd; thence parallel with said south right-of-way, 7)N.89°37'14"W., 148.59 feet; thence leaving said parallel line, 8)S.00°32'25"W., 263.71 feet; thence, 9)S.89°27'35"E., 181.21 feet to a point which lies 14.08 feet west of the westerly right-of-way of said North Fox Run; thence parallel with said westerly right-of-way, 10) N.00°32'25"E., 162.49 feet to a point of curvature on said westerly right-of-way; thence along said westerly right-of-way and a curve to the left, 11) Having an arc length of 17.98 feet, a radius of 46.00 feet, through a central angle of 22°23'55" and a long chord which bears S.29°35'54"E., 17.87 feet to a point of reverse curvature; thence continuing along a curve to the right, 12) Having an arc length of 14.78 feet, a radius of 20.50 feet, through a central angle of 41°18'28" and a long chord which bears S.19°58'57"E., 14.46 feet; thence continuing, 13) S.00°31'24"W., 200.58 feet to a point of curvature; thence continuing along a curve to the left, 14) Having an arc length of 140.10 feet, a radius of 179.50 feet, through a central angle of 44°43'09" and a long chord which bears S.21°47'18"E., 136.57 feet; thence continuing, 15) S.44°08'20"E., 149.70 feet to the most northerly corner of lot 12, Block 21 of said Paramount Subdivision No. 5; thence leaving said westerly right-of-way and along the most northerly boundary of said Lot 12, 16) S.45°45'33"W., 24.95 feet to the northeasterly corner boundary of Lot 13, Block 21 of said Paramount Subdivision No. 5; thence along the north boundary of Lots 13 through 18, Block 21 of said Paramount Subdivision No. 5, 17) N.86°15'20"W., 225.90 feet; thence continuing, A CKN0 KEDGMEN T 18) N.89°26'56"W., 254.00 to the north west corner of said Lot 18 and a point on the west boundary of said N.W. '/4 of CER TIFI CA TE OF SURVEYOR: the N.E. 1/4; thence along said west boundary, STATE OF IDAHO } COUNTY OF } I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND 19) N.00°31'43"E., 598.06 feet to the POINT OF BEGINNING. SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN ON THIS DAY OF 120 , BEFORE ME, THE SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM CONTAINING 3.885 acres, more or less. UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY AN ACTUAL SURVEY UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT APPEARED DAVID W. TURNBULL, KNOWN OR IDENTIFIED TO ME TO BE THE ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF MANAGING MEMBER OF BRIGHTON INVESTMENTS LLC., THE IDAHO LIMITED WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND LIABILITY COMPANY THAT EXECUTED THE WITHIN INSTRUMENT OR THE PERSON PERPETUATION AND FILINGS. a o PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED. WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY N COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY �►� LA�I/Q� ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER & SANITARY SEWER SERVICE FROM THE CITY EXECUTED THE SAME. ��S G%STEgFO G,QG OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION. t� IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIXED MY IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN OFFICIAL SEAL, THE DATE FIRST WRITTEN. FRITZ BROWNELL P.L.S. 8960 THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE Sp EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE '0-6�9rF OF SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGINATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE CONSTRUCTED WITH THE I BROW LIMITS OF SAID EASEMENTS. ALL LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER NOTARY PUBLIC FOR IDAHO SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE RESIDING AT: LOTS WITHIN THIS SUBDIVISION. MY COMMISSION EXPIRES: E a By. DAVID W. TURNBULL, MANAGING MEMBER BRIGHTON INVESTMENTS LLC 2775 W. Navigator Dr. HOR-ROCKS SHEET 4 OF 5 Suite 210Surveyed by D. McCarthy in Meridian, ID 83642 II�II January of 2020. (208) 895-2520 E N G I N E E R S Project # ID-2166-2001 PARAMOUNT POINT SUBDIVISION A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 HEALTH CERTIFICATE APPROVAL OF ADA COUNTY HIGHWAY DISTRICT SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 CERTIFICATE OF COUNTY SURVEYOR THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH I, THE UNDERSIGNED COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO COUNTY HIGHWAY DISTRICT THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COMMISSIONERS ON THE DAY OF 120 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DISTRICT HEALTH DEPARTMENT, EHS DATE COUNTY SURVEYOR DATE PRESIDENT OF THE ADA COUTNY HIGHWAY DISTRICT BOARD OF COMMISSIONERS APPROVAL OF CITY COUNCIL CERTIFICATE OF COUNTY TREASURER COUNTY RECORDER'S CERTIFICATE I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO ) DO HEREBY STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY COUNTY OF ADA } ss THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID I hereby certify that this instrument was filed for record at the request of Horrocks Engineers THIS PLAT WAS DULY ACCEPTED AND APPROVED. IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. at minutes past o'clock M., COUNTY TREASURER DATE on this day of 20 in CITY CLERK, MERIDIAN, IDAHO DATE Book of Plats and Pages through Instrument No. Fee DEPUTY EX-OFFICIO RECORDER CERTIFICATE OF SURVEYOR: I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, BY THE STATE OF IDAHO. THAT THIS PLATN FOX RUN APPROVAL OF CITY ENGINEER SUBDIVISION LICENSED, DESCRIBED IN THE CERTIFICATE OF OWNERS WAG I S PREPARED 3 I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION COUNTY, IDAHO HEREBY APPROVE THIS PLAT. AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS. 0 0 a U Z (n v CITY ENGINEER DATE a 1X �O m' E a INDEX # 414-25-1-3-0-00-00 2775 W. Navigator Dr. HOR-ROCKS SHEET 5 OF 5 Suite 210 Surveyed by D. McCarthy in Meridian, ID 83642 II�II January of 2020. (208) 895-2520 E N G I N E E R S Project # ID-2166-2001