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HomeMy WebLinkAbout251031_PRELIMINARY PLAT ORIGIUAI SNKVI-Y ON H- A I )AHO NURV-Y GROU-' S`'��A / \ST 27 6 r U s 10/31/25 0 a FOF WCHERRY BLOSSOM ASTo R 0 z Z 0 LOCATED IN THE NW1 /4 OF THE NE1 /4 OF SECTION 12, � E N � 0 ° N u)� 0 U +' m 'rn 0P^j O m N T. N ., R. 1 W., B. M., CITYOF MERIDIAN U E Lm C LLN7 C L z =o E ' m co M �, m W �atn oo '` = ,p11 �2 w = a cLi U c Y co ADA COUNTY IDAHO : o CD I W I CL� a l O N Z C LL 0 CU N U COJ LU C-9 L - 3 M L co M 0 • • • • • • 3: U- CL CD 0 y PRE PLAT LEGEND 0 K CHERRY LN 2025Z w 0 W — — — RIGHT OF WAY LINE m LOT LINE , W - - - CENTERLINE z AVE CONTACTS ---------------------- EASEMENT SITE INFORMATION Z SURVEYOR: 0 0 PROPOSED OPEN VISION o a 0 o IDAHO SURVEY GROUP ADA COUNTY PARCEL NUMBERS:S1212131250&S1212131210 FENCE J �m CODY McCAMMON, P.L.S. TOTAL SITE SIZE:0.79 AC N� Z W 9955 W EMERALD ST TOTAL BUILDABLE LOTS:3 z EXISTING BUILDING 0 2 BOISE, ID 93704 MINIMUM LOT SIZE:4,000 SIF 0 a Z w MAP LEAVE. PHONE:208-846-8570 MIN FRONTAGE:40' ' Z W ° NMP MAX BUILDING HEIGHT:35' �" w W PROJECT DESIGN PROFESSIONAL/CIVIL ENGINEER: ZONING: R8 W LOCATION COLIN RONHAAR,CRONHAAR@BRECKONLD.COM O PARCEL NUMBER 'I CAMELIAA E. BRECKON LAND DESIGN 7419SF 0 9j F �sr 6661 N GLENWOOD ST otisT HERRYAV GARDEN CITY, ID 83714 Z PHONE: 208-376-5153 w w Copyright c�2025 z All rights reserved. Reproduction or use in any form 0 W WASHINGTON ST Z W WASHINGTON ST orb an means without written ermission of M H Z RLTON AVE OWNER: SHEET LIST TABLE CALLOUT LEGEND Breckon Land Design,Inc.is cutionpl and subject to it JAYO DEVELOPMENT, INC criminal prosecution. 0 DOUG JAYO, DOUG@JAYOCONSTRUCTION.COM SHEET NUMBER SHEET TITLE 10564 W BUSINESS PARK LN EXISTING EASEMENT TO BE VACATED BOISE, ID 83709 1 O a T VICINITY MAP PHONE: 208-322-3663 PP1.0 PRELIMINARY PLAT g PP2.0 LANDSCAPE PLAN N 500 0 500 1000 1500 0 ■ PP3.0 UTILITY PLAN SCALE: 1"= 500'-0" a EX1.0 COMMON DRIVE EXHIBIT Z Cl) 0 G W LL a CV o Lu Q W I I C0 0 W \ 0 - / U /259g 1 \ Cl)C/) 0 co LD a r n W a I �� A MIDTOWN SQUARE SUBDIVISION V J U V — — — UT- - - - UT- - - - UT- - - - UT- - i- - - - UT- - - UT— — — — UT- - - - UT- - - - UT � Q -- - U P I I� x — _ — — — — — — — — _ x` — — x--x X—x X x—x—x—x—x—x—x—x=x—x—x—x—Y—Y— o LUN— — — — — — — - - 2599 — cV — - - — x X—X x - - - _ _ _ _ _ _ - - - - - - - - - - - - N x 1 u■I U Q - — — - - — — — — x ( o 00 CD z U O 5' I I I \ 5� 5° 7�e5' 5 x G Iv/ 1 E 5' z W W 9,1 0 SF 1 100 0 I LLI xp EXISTING RESIDENCE UJ2 I I I \ \� \\0\ 8,3722 SSF 7 2335 SF O o I 7,960 SF x—X_X x e � � � I / I7+ � n U) — — � - - - - - - - - - J — — — — — — - - - - - - -I - - - - - - � _z _ Ii t I— - - - - - -\ - - - 1 \ - - - - - oe/ I �X J � - - - - - - — — L - - o / I IONI�� \ O1 �-\ —\— — - - - - - --- - - - - - - - —� - - - —I - - - - - - - - - -- - - - — P _ _ — _ — - - - — � - - — — — — — — — - - - - - - - - - - - - - _ -/ -259 vol 1,847 SF OP OP OP cn po x W — — — — 2s9j \ cn W - - - �00� P I � — — — - - =- 00 G — — — — - "� �� - - - - - yN _ � _ — —I� S S S S —�— S S S S GS o �� °P� �, g6� \ — W. CAMELIA AVE. Q ct) — 2597 — _ _ —— ` 2599 — — _ i REVISIONS � — — — � � No. Date Description _N - — l \ \ I # # # _X` 98—x_ OP S x—X—x / —X—X X —X—X—X—_ x--1 nL1# # WELKER SUBDIVISION #S � S c9 I 1 \ D- �— — OQ� S S S -' I PROJECT NO.: o — 1 24035 a a _ _ DRAWN BY: — — U/ o BE z L d \ CHECKED BY: G CR, JB U DATE: [oil , 0UJ PRELIMINARY PLAT 5/7/2025 N N 20 0 20 40 60 ■ Ir 0 SCALE: I"= 20'-0" A SHEET NUMBER ^ N L.L } PP1.0 U N U ❑ ■ L I1 (n 1 1 2 1 3 1 4 1 5 6 7 8 9 10 11 12 13 14 15 OT G NAB SURVEY ON FILE AT IDAHO SURVEY GROUP TURF AREA PREPARATION TOPSOIL NOTES LANDSCAPE NOTES: IRRIGATION NOTES: 0000��P� °°°%0gti°o°° I. TOPSOIL REQUIREMENTS: ASTM D 5265, PH RANGE OF 5.5 TO 7.0, I. CONTRACTOR SHALL REPORT TO DESIGN PROFESSIONAL ALL CONDITIONS WHIGH I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIG UNDERGROUND NOTES: o000 FR RFc�o °°°oo FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES I/2 IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO SPRINKLER SYSTEM WHIGH ENSURES COMPLETE COVERAGE AND PROPERLY o* ° *o INCH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS BEGINNING WORK. ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. MATERIALS HARMFUL TO PLANT GROWTH. 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE DESIGN IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. gam' Lqq_21��� �o w 2. NEWLY GRADED SUB6RADES: LOOSEN SUBGRADE TO A MINIMUM 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF PROFESSIONAL'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE o 8/ o ° DEPTH OF 4 INCHES. REMOVE STONES LARGER THAN I INCH IN ANY THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT HYDRO-ZONES. DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, MATERIALS GAN NOT BE OBTAINED. 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 oo Qo°� Z MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT INCHES AT LAWN AREAS AND lb" AT PLANTER BEDS. °000 300 o0000 000 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. STUMPS, ORGANIC MATTER LARGER THAN 2 INGHES IN ANY DRAWINGS. 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP o 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO 4. COORDINATE WORK SGHEDULE AND OBSERVATIONS WITH DESIGN PROFESSIONAL SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB z THICKNESS OF SOD. PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS PRIOR TO GON5TRUGTION START-UP. MA55IN65 SHALL HAVE A POP-UP SPRAY SYSTEM. ° L 5. UNGHANGED 5UB6RADE5: IF TURF IS TO BE PLANTED IN AREAS REQUIREMENT. 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE UNALTERED OR UNDISTURBED BY EXCAVATIN6, 6RADIN6, OR 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: w SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL AS FERTILITY AND GENERAL TEXTURE BY A REG06NIZED COMMERCIAL STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN a. PREG15E INDIVIDUAL STATION TIMING o in FOLLOWS: OR GOVERNMENT A6ENGY AND GOPIES OF THE TESTING A6ENGY'5 A SOUND AND HEALTHY CONDITION. b. RUN TIME GAPABILITIE5 FOR EXTREMES IN PRECIPITATION RATES c° .s � N A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX FINDIN65 AND RECOMMENDATIONS SHALL BE FURNISHED TO THE 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE o o INTO SURFAGE SOIL. ARGHITEGT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL OVERRIDE SGHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF a L --0o CLOD IN 00 3 o w B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIG e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED a E - �' _ 8. ALL PLANTING BEDS SHALL BE GOVERED WITH A MINIMUM OF 3 DEPTH OF ° C0 M ° a APPLY SOIL AMENDMENTS AND FERTILIZERS AGGORDIN6 TO REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE � o 0 0 `t.° N - LARGE (2 MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. 9 Q us � � � Y � p L PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE q, ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR WATER TO RESPECTIVE HYDRO-ZONES. a c°i o r °- a m ao N o v o TOP 6 INGHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DE516NED AND 11 - a � a �; z BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT ; z o �.m z 3 N a OF FINE TEXTURE. 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. v n w` c� n 3 5 L 1 o 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO 3 " a CO CD N THE SAME SIZE AND SPECIES AT NO G05T TO THE OWNER. LOOSENING. ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFAGE TO HEAD GOVERA6E WITH TRIANGULAR 5PAGIN6. _ o 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT _ ■ ■ w �( A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND PROPOSED FINISH GRADE, AS REQUIRED. 8 SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE . z STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. 5. GOMPAGTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: GRADING PLAN. IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT w B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDING GRASS, A. LAWN AREAS: 12 INGHES MINIMUM OR AS NECESSARY TO AREAS). o VEGETATION, AND TURF, OFF OWNER'S PROPERTY. ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. II. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC, YARDS OF = LANDSCAPE AREA 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM B. PLANTER BEDS: 18 INGHES MINIMUM APPROVED COMPOST PER SQUARE FEET. ROTO-TILL ORGANIC MATTER A cf. PROVIDE MINIMUM (I) QUICK GOUPLER VALVE PER EACH (6) AUTOMATIC m MINIMUM OF 6 INGHES INTO TOPSOIL. OIL. VALVE ZONES. APPROVE Q.G.V. LOCATIONS WITH DESIGN PROFESSIONAL. SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, 12. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIFORM' PLANTING TABLETS. , WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18 DEPTH OF TOPSOIL. LAWN PREPARATION NOTE LANDSCAPE LEGEND 0 ■ GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, GOMPAGT, AND THE IMMEDIATE FUTURE. AND I" FOR SEED. I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. FINE 6RADE TOPSOIL TO A SMOOTH AND UNIFORM 6RADE 3" BELOW ADJACENT 2. NEWLY GRADED 5UB6RADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF ° THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO EROSION AND SEDIMENT CONTROL PLAN. OF 4 INGHES. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION SOD AREAS, AND I" BELOW ADJACENT 5URFAGE5 OF TURF SEED AREAS. EXISTING TREES TO BE AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND NOT CREATE MUDDY SOIL. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS 14. REUSE EXISTING TOPSOIL STOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED REMOVED 9 J LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. q. BEFORE PLANTING, OBTAIN DESIGN PROFESSIONAL'S AGGEPTANGE OF OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND o FINISH 6RADIN6; RESTORE PLANTING AREAS IF ERODED OR IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INGHES IN TURF AREAS CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS o OTHERWISE DISTURBED AFTER FINISH GRADING. STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE AND IS INGHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. z AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED PLANTS TO BE INSTALLED w TO MEET FINISH GRADES AFTER L16HT ROLLING AND NATURAL TOPSOIL SHALL BE A LOOSE FRIABLE SANDY LOAM GLEAN AND FREE OF WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS STOCKPILE PLAN TO DESIGN PROFESSIONAL AND OWNER FOR TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROGK5, GRASS OR OTHER FROZEN, MUDDY, OR EXGE551VELY NET. APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES 'I o B. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO GUT EDGE G. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL WEED ABATEMENT NOTES. EITHER: - - - - _ _ - - - W THICKNESS OF SOD OR SEED. A) PROVIDE APPROVED IMPORTED TOPSOIL OR PROPERTY LINE B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE DES16N Copyright CO 2025 x 3. UNGHAN6E0 SUB6RADES: IF TURF IS TO BE PLANTED IN AREAS I. ALL AREAS TO BE PLANTED OR HYDR05EEDED SHALL HAVE WEED PROFESSIONAL. Z UNALTERED OR UNDISTURBED BY EXCAVATING GRADING OR All rights any reserved. Reproduction or use in any form o i � ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING I5. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS 10 QUANTITY or by any means without written permission ot H SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL AS OR HYDROSEEDING. FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF JB PLANT IDENTIFICATION KEY Breckon Land Design,Inc.is unlawful and subject to 0 FOLLOWS: 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH @ROUND-UPo SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, crimina prosecution. A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX (CONTACT HERBICIDE) OR APPROVED EQUAL. STUMPS, STONES LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER " INTO SURFAGE SOIL. 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. + + + + + + + + B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. +++++++++++++++ TURF SOD OVER APPROVED a WEEDS FROM THE SITE. A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING + + + + x PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM EXISTING TREE INVENTORY SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. ++++`+++`+++`++ TOPSOIL AS SPECIFIED ° AND FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLU5ION OF THIS OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE +++*+++*+++*+++ a AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO A WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INGHES. Lu HOMOGENEOUS MIXTURE OF FINE TEXTURE. SYMBOL DESCRIPTION COMMON NAME SIZE 3" DEPTH OF 2" MINUS BARK MULCH o DAYS. B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY FERTILITY z G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE OVER DEWITT PRO 5 WEED w 5. APPLY SECOND APPLICATION OF @ROUND-UPA TO ALL EXPOSED TOXICITY, AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR BARRIER FABRIC AND TOPSOIL AS LOOSENING. Existing tree to be Mulberry 18 Gal. WEEDS. APPLY IN STRICT GONFORMANGE WITH MANUFACTURER'S M-101 GOVERNMENT A6ENGY AND COPIES OF THE TESTING A6ENGY S FINDIN65 AND Q D. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND saved RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE SPEGIFIED OR APPROVED EQUAL ' ^ o STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. SPEGIFIGATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST v, G 6' SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR Lu ° E. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDING GRASS, 10 0 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) M-102 Existing tree to be Black locust 8 Go1. MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.0. VEGETATION, AND TURF, OFF OWNERS PROPERTY. saved 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A SAVE AND PROTECT EXISTING ° THIRD APPLICATION. FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. o 4. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM Existing tree to be Black locust 12" Gal. 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-O" CLEAR ZONE OF ALL A.G.H.D. BUILDING Uj SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO 7. AT THE TIME OF PLANTING AND HYDROSEEDIN6, ALL PLANTING AREAS M-103 removed o WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, SHALL BE WEED FREE. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED < o 01� REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT WITHIN 5-O OF AN A.G.H.D. SIDEWALK. FINISH 6RADIN6 TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE M-104 Existing tree to be Black locust 12" Gal. 18. ANY PERENNIAL TREES OR PLANTS THAT WILL EXTEND ROOTS DEEPER THAN IS" J removed SHALL BE PROHIBITED OVER AGHD UNDERGROUND SEEPAGE BEDS, INFILTRATION CALLOUT LEGEND oo z FUTURE. FACILITIES OR PIPING SYSTEMS. a 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER O ^ e Iq. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED `J) o THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT FROM ANY AND ALL CONTAMINATION DURING THE GONSTRUCTION AND SEEPAGE BED. SEE CIVIL PLANS FOR ADDITIONAL LL CREATE MUDDY SOIL. TREE MITI AT I N NOTES INSTALLATION OF THE LANDSCAPE IRRI6ATION SYSTEM. O INFORMATION AND REQUIREMENTS � Q w F 6. BEFORE PLANTING, OBTAIN DESIGN PROFESSIONAL'S ACCEPTANCE OF 20. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN PROFESSIONAL w a FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE 1. THE METHOD OF MIT16ATION WILL BE TO HAVE THE DEVELOPER IMMEDIATELY. O EXISTING TREE TO BE REMOVED `J^J a) DISTURBED AFTER FINISH GRADING. MAKE A DIRECT PAYMENT TO A NURSERY FOR TREES TO BE PLANTED OFF SITE IN A CITY OF MERIDIAN PARK OF DOWNTOWN O .+ 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN OR WHEN GROUND IS TOO, MERIDIAN. A TOTAL OF 24 CALIPER INGHES SHALL BE MITIGATED. PLANT SCHEDULE Z O DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND q5 F FOR A 24 HOUR C_ PERIOD. WIND SHALL BE LESS THAN 5 MPH. J 0 SYMBOLCODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS Q U C � _ CO ° SHRUBS, PERENNIALS, & ORNAMENTAL GRASSES 0 � z `U BT 5 Berberis thunbergii 'Rose Glow' Rose Glow Japanese Barberry 5 gal. 4' x 4' W z E acr HR 6 Hemerocallis x 'Red Rum' Red Rum Daylily 1901. 2' x 2' W Uj Q • = PO 18 Pennisetum orientole 'Korley Rose' Korley Rose Fountain Grass 2 gal. 3' x 3' W W m � �x - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - UT- - - - T �� U � �x Q x` x-x-x x-x�-x-x-x- - - - - 1 IR IR IR IR IR R x x x x x x-x-x-x-x-x-x-x-x-x-xi-x-x j W ° � IR •- - +GP; I x - - - - - - L - - - - - - + + ++ Ni + ++ - - - - - - - - - - - - + w - cr) + + + ++ + + + + + + + + + + I �J I LU tic7W + + Oxc + + + + + + + + + LW�W�w L0Zt7 H Irm 00 O07nzl8 -101 ZWZ�9,160SF CWW;�°�p N z 7960 SF35 c0 'LU 7,235 SF -C LU x x x e Zw 2 = I M-102 I 0 o REVISIONS 3 1-0� 3 I P W W No. Date Description Q - - - - - - - - - -- - - - L -In HR HR / # # # J - - Ir - - - - - - - - - - - - - - - - - - - - - - - - - II o a r - - - - - - - - - - - - J L - - - - - - - 01 J °e - - - - 0_ I ''` PROJECT NO.: oP d � °� M-1o3 ' P 24035 e oP O I 0 ° DRAWN BY: Z 1,847 SF M-104 W4„ W4„ - -0P -oP oP -x- -x-x-x-x x- P o BE _ L W4�� W4// W4" CHECKED BY: w CR, JB _ LCln) u o S g„SS 8�,SS 8,�SS 0 o DATE: J o - - g"SS 8„SS S S W W 5/7/2025 w �,i °p\ o - S S W■ CAMELIA AVE. SHEET NUMBER A LANDSCAPE PLAN T PP2.0 Q_ N 20 0 20 40 60 SCALE: I"= 20'-0" 1 2 3 14 5 6 7 8 9 10 11 1 12 1 13 1 14 1 15 ORIGIUAI SNKVI-Y ON H- � A I )AHJ NURV-Y GKJU-' PRESSURIZED IRRIGATION NOTES UTILITY LEGEND IRRIGATION CONSTRUCTION NOTES s�CN� EXISTING UNDERGROUND POWER � SST I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC I. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER GLEARLY MARKED ALONG ANY DEMOLITION OR GONSTRUGTION OPERATIONS. ANY DAMAGE TO EXISTING ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INGHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES 1 1 - EXISTING 12" WATER MAIN UTILITIES SHALL BE GONTRAGTOR'S RESPONSIBILITY. 27 6 ABOVE THE TOP OF THE PIPE. 2. LABEL ALL IRRIGATION RISERS AND FAUGET5 WITH DURABLE TAGS GARRYING THE WARNING 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, s 10/31/25 0 ° MEGHANIGAL, AND ELECTRICAL ENGINEERING SHEETS. DANGER-UNSAFE WATER(OF, EQUIVALENT). w811 8 WATER MAIN 3. GONTRAGTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND O q OF �Q w 5. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING DANGER-UNSAFE WATEROR NON-POTABLE SLEEVES UNDER HARD SURFACES WITH RESPECTIVE GONTRAGTORS. O z WATER, AND LOCATE THEM A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. W6„ 6" WATER LINE 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION GONTRAGT. </N R ONNP 4. THE HORIZONTAL SEPARATION OF WATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10) FEET. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRR16ATION PLAN. o WHERE IT IS NECESSARY FOR SEWER (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) AND WATER FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED z LINES TO GROSS EACH OTHER, AND THE SEWER LINE IS LESS THAN EIGHTEEN (I8) INGHES BELOW OR FIRE HYDRANT AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. L ABOVE WATER MAIN, THE SEWER LINE SHALL BE GLASS 200 ASTM D-2241 PVC, PIPE WITH STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. WATER-TIGHT JOINTS, OR EQUAL GONSTRUGTION, FOR A DISTANCE OF TEN (10) FEET ON BOTH SIDES WATER TEE ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF GURB OR EDGE w OF WATER LINE IN ACGORDANGE WITH 5EGTION 550.06 OF THE IDAHO RULES FOR PUBLIC, DRINKING � OF PAVEMENT. PROVIDE GOMPAGTED BAGKFILL AS NEGESSARY AT HARD o N WATER SYSTEMS (IDAPA 58.01.08). ONE FULL LENGTH OF BOTH WATER AND SEWER LINES SHALL BE SURFACE LOGATION5. Z3 U .2 L N �, CENTERED AT THE GROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE GROSSING AS WATER VALVE 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED a) coID o o POSSIBLE. IN LIEU OF GONSTRUGTIN6 OR REGONSTRUGTIN6 THE SEWER TO CONFORM TO WATER MAIN FOR THIS WORK. r F p C -0 LO is 3: o w STANDARDS, THE WATER LINE MAY BE SLEEVED IN GLASS 200 PVC, FOR A DISTANCE OF TEN (10) 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. a M FEET ON BOTH SIDES OF THE GROSSING. n SINGLE WATER METER S SERVIGE VERIFY TYPE OF METER AND INSTALLATION REG2UIREMENT5 WITH MUNIGIPALITY OR a) 1 0 ; 0 � r WATER DISTRIGT. m 0 M ° CO D - 5. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY GONNEGTION BETWEEN THE POTABLE N .o r a ob N o v o 7. w ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL GODES, _ a ", a a o bj z WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. (GALL WATER DEPARTMENT TO VERIFY > = o C - _ a THAT THE DEVICE IS APPROVED FOR USE IN THE CITY.) AND MANUFAGTURER'S REGOMMENDATION5. v w` c� 3 - co `m o SINGLE WATER METERS SERVICE 8. GONTRAGTOR SHALL REMOVE AND DISPOSE OF ALL ROGK AND DEBRIS BROUGHT ' ' ' ' ' ' 3 U. a C0 6. INSTALL ALL GRO551N65 OF THE RIGHTS-OF-WAY WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. LL K OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA G-GOO PIPE SLEEVE WITH LOCATOR WIRE. THE • - • • PUBLIC, WORKS DEPARTMENT SHALL INSPEGT GRO55IN65 PRIOR TO BAGKFILLIN6. q. CONTRACTOR SHALL REFER TO SPEGIFIGATIONS AND DETAIL DRAWINGS FOR 7. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE IRRIGATION MAINS EXISTING SEWER LINE ADDITIONAL REQUIREMENTS. w TRAVERSE A SIDE LOT LINE IN ORDER TO GROSS A STREET, THE DOME5TIG WATER SERVIGE AND S S S S 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND PRESSURE IRRI6ATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. ORDINANCES. ; 8. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUNDS PER 56ZUARE INCH 811SS PROPOSED 8" SEWER MAIN II. IRRIGATION GONTRAGTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING ON , o (PSI). MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO C1. THE NAMPA AND MERIDIAN IRRI6ATION DISTRIGT SHALL INSPECT ALL PRESSURIZED IRRIGATION FINAL PAYMENT. a UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT PRIOR O SANITARY SEWER MANHOLE 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN o TO THE PREGONSTRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANGE NOTIGE IS REQUIRED. EVERY DETAIL FORA PERIOD OF ONE YEAR FROM THE DATE ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCUGU RRING WITHIN 10. IRRIGATION PIPE SHALL BE GA5KETED PVC, A5TM-02241 GLASS 200, 5DR-21 OR BETTER. PROPOSED SEWER SERVIGE LINE THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. o 11. ALL PRESSURE IRRIGATION PIPE SHALL BE GONSTRUGTED TO SLOPE TO DRAINS AND/OR PUMP OUT 15. AS PART OF THIS GONTRAGT, PERFORM AT NO EXTRA COST WINTERIZATION AND STATIONS AS SHOWN ON PLANS. SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. J 12. TRENCH BAGKFILL FOR PIPELINES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COMPACTED TO TYPE GRAVITY IRRIGATION PIPE 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFEGT5 OF THE Z "A" BAGKFILL REQUIREMENTS PER ISPWG SECTION 306 AND SHALL MEET ADA COUNTY HIGHWAY QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF ° DISTRIGT (AGHD) REQUIREMENTS. PIPES SHALL BE BEDDED PER ISPWG SEGTION 305. EXISTING PRESSURE IRRIGATION THIS SYSTEM. USE MATERIALS AS 5PECIFIED, NO SUBSTITUTIONS SHALL BE o PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. 1 w w a a w w w PROPOSED PRESSURE IRRIGATION 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. w FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS o °o X SERVIGE STUB o N PRIOR TO GONSTRUGTION AND PROVIDE NEGESSARY ADJUSTMENTS. ' o N v o - -Q• AIR RELEASE VALVE 00 16. ALL MAIN LINE FITTIN65 SHALL BE DUCTILE IRON PUSH ON TYPE MEETING NMID w . oo(0 W � o STANDARDS UNLESS NOTED FOR LATERAL SERVIGE. w Co .. Z N oo 17. IRRIGATION GONTRAGTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM w N E o 0) w M ? O %U_ co REMAINS OPERABLE DURING CONSTRUCTION. Copyright ©2025 1 N �o`�> N Z `, z z ~ O `" CALLOUT LEGEND 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY au rights reserved. Reproduction or use in any form w z Ur + � - - z z RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLAGED WITH NEW PRODUCTS OF or by any means without written permission of X Q ••- = J N N U U W �`"> c0 - Breckon Land Design,Inc.is unlawful and subject to 0 0 v>t-�_ g Q Q a > ca > EQUAL OR GREATER VALUE BY THE IRRIGATION GONTRAGTOR, AT NO EXPENSE TO criminal prosecution. cn cn N ofoo X cn 2 _ - Z CD LO z THE OWNER. w 2600 w <n cn oo co C7 + °; - O CONNECT 4" WATER MAIN TO EXISTING WATER MAIN IN 4TH STREET. w = Q M N ; IQ. GONTRAGTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY 6RADIN6 0 X Q a 2 INSTALL 4" WATER VALVE. OPERATIONS TO ENSURE HEAD TO HEAD COVERAGE AND TO BE FLUSH WITH NEW Q W U) U o FINISH GRADES. o LL CONNECT 8" SEWER MAIN TO EXISTING SEWER MAIN AND MANHOLE. 20. 5EEPA6E BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION Z DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION 25g5 4 NOT USED SYSTEM. Z 21. IN THE EVENT OF A DISGREPANGY, IMMEDIATELY NOTIFY THE DE516N 5INSTALL 8 PVC, SEWER MAIN AT DISTANGE AND SLOPE NOTED. PROFESSIONAL. - 6 NOT USED NAMPA MERIDIAN IRRIGATION 01 u� 25gO 232.14 LF OF 8"PVC @ 0.60% 7 INSTALL SANITARY SEWER MANHOLE AT TERMINATION OF SEWER MAIN LINE. Q N Z 141 LF(C-C)OF 8"PVC @ 0.53% MAINTAIN 18" VERTICAL SEPARATION BETWEEN POTABLE/NON-POTABLE LINES DISTRICT NOTES UJ N ° O PER GITY OF MERIDIAN WATER NOTES N 1. THE NAMPA MERIDIAN IRRIGATION DISTRIGT SHALL INSPEGT ALL PRESSURIZED `LJ Z ° O INSTALL 4 FIRE SERVIGE LINE PER GITY OF MERIDIAN 2015 SUPPLEMENTAL IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPEGTION AND `" 2585 Q SPEGIFIGATIONS, SD-WI. MAINTENANCE IS IN EFFECT PRIOR TO THE PREGON5TRUGTION MEETING. / w °N' FORTY-EIGHT (45) HOURS ADVANCE NOTICE IS REQUIRED. Q Z ul u� u1 �t ry r O Vi INSTALL I" WATER SERVIGE LINE AND DOUBLE " WATER METER PER GITY OF 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRIGT "PRESSURE URBAN IRRIGATION `r `r ry . . r� r� �ry 100 Cl) O MERIDIAN 2013 SUPPLEMENTAL SPEGIFIGATIONS, SD-W3. SPEGIFIGATIONS" FOR ADDITIONAL INFORMATION AND REQUIREMENTS. ^ a ° to to to N u� to F U NN NN NN NN N NN NN cvN 0- O -0+20 0+00 I+00 2+00 3+00 4+00 G4" PVC, PRESSURE IRRIGATION LINE. LENGTH PER PLANS 12 INSTALL SERVIGE STUB. SIZE AS J" UNLESS OTHERWISE NOTED O ., C z �- ° T SANITARY SEWER PROFILE 13 INSTALL END GAP FOR FUTURE CONNECTION M _ o N 50 0 50 60 GO 14 GONNEGT TO EXISTING PRESSURE IRRIGATION LINE IN THIS LOCATION W SCALE: I"= 30'-0" 15 INSTALL TEE (FL6XFL6XFL6), GATE VALVE (FL&XMJ), AND THRUST BLOCK. W SIZE AS INDICATED. I z E 1' 16 AIR RELEASE VALVE \� 17 a0 DEG. ELBOW WITH GONGRETE THRUST BLOCK co W _0 14 18 EXISTING GUY WIRES AND POLE TO BE RELOGATED o W L Ql 0 ___;;;;� �\- - - UT- - - - tJT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - - - UT- - - - UT- - - - UT 4 x4 x4 x 16 x- x--x-x _ x-x X x-x-x-x-x-x-x- - - - - x x x x x-x-x-x-x-x->� LU � I � IR IR Fb IR - I x-x IR IR IR IR IR IR • - LU x 17 12 12 12 13 x o W p 3 LF 11 293 LF 11 I I I W � x � Cl) x O 9,110 SF I � I xe k O O G P I 8,372 SF O Q7,235 SF 7,960 SF x-x-x x P Cn Z LU e W W LU _ / REVISIONS I oe Cn No. Date Description Q I / I # # # J U x I Oe n # # # n # # # CIDI 0Q # # # Q 394 LF 8" PIPE:::�Z 9 PROJECT NO.: 47 - - - OP- oP - -x- -x-x x- o 1 24035 B � I 1,s47 SF W4„ W4„ W4 oP x- P 2 ° b W4 W4 DRAWN BY: 8 8 w BE z L I UP 8„SS 0 1 0°' CHECKED BY: �'�SS 8"SS G .. 10 CR JB - - - 7 232 LF 8" PIPE 8 SS B��SS G G ' - f, ® 0.6% SLOPE 5 S S S S S GS o VV W DATE: °Pop _ 18 WCAMELIA AVE. 5/7/2025 w N � 3 N \ Ir A d -x-x_x-x-x x-°p OP SHEET NUMBER O N -x-Y-v 9 T UTILITY PLAN PP3.0 rx U N_ O L N 20 0 20 40 60 _I ■ SCALE: I"= 20'-0" 1 2 1 3 14 5 1 6 1 7 1 8 19 10 1 11 12 1 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP 0000a0000000000000 OF l pq�.l b 0000*� F�t�T Z eRFc�o °°°a 0 o qq JD U o J' b9/21A� 9 o� & °O F C1 00� w O O° P O00 z DODO a�oDoo o� > 0 z z 0 K L w a W F EXHIBIT LE END N G ," ° in r\ w � .� aamlD oc ° o co�rE7So a n 30 W z E '�' C0 a0i m W RIGHT OF WAY LINE c rn o o -E o ^ 0 02 LOT LINE w y or °- a 1o� N `0 o a O b5 Z 0 CENTERLINE r; �° w c� �° 3 r m o • . • . • 3LLa CO CD y K EXISTING EASEMENT _ o a ——————————— 5ETBAGK Z W w 0 —xx—x—x—x—x— EXISTING FENGE m w EXISTING BUILDING 0 a m 0 a J z z 0 U O LEGENDz CALLOUT Z w U _ 1 EXISTING FENGE ° W Ix 2 EXISTING EASEMENT z w 3 END GUTTER AT EXISTING WALL Copyright c�2025 z All rights reserved. Reproduction or use in any form °w or by any means without written permission of M H Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w a w K Q z 0 O W a z Q a z G W O ^ ' z LF) ` V T z O W + w cV W 0 CO x 0 0 w U FN 1 x — �II I ♦♦^^ UJ I r / x X — X X—X—X X X X—(—X_X—X—(—X—XW _ z U bi m OO Q x—X co O (V W ¢� ++++++++++++++ W Ww W + + + + + + + +��+ -----�-- !l N W------------ — � + + + + + + + + +r- ------- — ----— + + + + + + + + + Q +++ + + + + + + + + � > O=r_--- ----- x c 5 SIDE 5' SIDE 5 SIDE +++++++++++++++ + . 5' SIDE SETBACK + t)ILIL vcr C SETBACK+ + + + + + + +♦SETBACK SETBA K O >ww I � j 4 I x = � Z C) CD L 5' SIDE I 9,160 SF I SETBACK ° z O 3 W X I 8,3722 SF I I 7,235 SF I I O 7,960 SF 1 —x—x I I I I I X Z z O E � I NI — m --- — — 0' 20' 2 U— ---2-----��I --- —-- J�II II I � L�L ---- ---------- L— —————— 20' EXAMPLE ' EXAMPLE EXAMPLE Q PARK I NG PAD c5 y PARKING PAD w w cl� Q PARKING PAD 0 LOCATION Q LOCATION Q< m LOCATION — ---- C14—O Qm Y W OU ZLd Q w 0 O W O LwDID — — -O — Q - - - - - - Q N � m— m O — - -t — — — - - - - - - - OUGCG % N O � o O COMMON LOT O Dz —X—X—X—X—X X—x- 1,847 SF CV 0 N � O O o I N � — — — — — — — — — N 3 ° COMMON DRIV-E N fA O , QC•0W N N 3 000E pW C " Q °per°P o W. CAMELIA AVE. �� ZLLI Nf FYa.a• W \OP, ` I �/� cp mj0;QGof1 c� No 4MZE C JQ QZsW : 0fu v W LLf T COMMON DRIVE EXHIBIT No. Date REVISIONS Description Q Q 20 O 20 40 60 # # # J N # # # SGALE: I"= 20'-0" # # # N # # # ` r PROJECT NO.: O 24035 B d) DRAWN BY: BEz L CHECKED BY: CR, JB 0 Ln DATE: 0 5/7/2025 w N o0 SHEET NUMBER A Q EX1.0 U N O L (n 1 2 3 1 4 15 6 7 8 1 9 1 10 11 12 1 13 14 1 15