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HomeMy WebLinkAboutREVISED PLANS ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP S\ONAL p S \ST 227 6 U CHERRY BLO OM EASTk�,08/21/25 0 C'��TF OF �N R ONSS 0 z z O W LOCATED IN THE NW1 /4 OF THE NE1 /4 OF SECTION 12, _ o N U +' w O T. N ., R. 1 W. B. M., CITYOF MERIDIAN w m 2 w O QO w -a E ' mr0 � w m w W oo '` crbpp �� w r, = acLiU = = Yc? 0 ADA COUNTY IDAHO � � � N w -.N CL � 0 ai z = LL 0 (U 0 U J W U L co 3 L r9 LO O • • • • • • Zi U- a CD 0 y PRE PLAT LEGEND 0 K CHERRY LN 2025Z w 0 — — — RIGHT OF WAY LINE w m LOT LINE , w - - - CENTERLINE z AVE CONTACTS ---------------------- EASEMENT SITE INFORMATION z SURVEYOR: 0 0 PROPOSED OPEN VISION o a 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�o z W 9955 W EMERALD ST TOTAL BUILDABLE LOTS:3 z EXISTING BUILDING 0 2 � BOISE, ID 93704 MINIMUM LOT SIZE:4,000 SIF a a z wMARLEAVE. PHONE:208-846-8570 MIN FRONTAGE:40' ' Z N MPP�"�P MAX BUILDING HEIGHT:35' �" w N 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 z PP2.0 LANDSCAPE PLAN N 500 0 500 1000 1500 0 ■ PP3.0 UTILITY PLAN SCALE: I"= 500'-0" a EX1.0 COMMON DRIVE EXHIBIT r Z G Cl) W LL Q z V z_ W V = w O uJ 0 ■ V w o 25gg 7 1\ \\ W o O � N a w -A MIDTOWN SQUARE SUBDIVISION V J Q o — — — UT- - - - UT- - - - UT- - - - UT- - I- - - - UT- - - UT— — — — UT- - - - UT- - - - UT ., 9 if Q 1 x x—x--X—X—X—X—X— _ O - UP I I25gg- — — 99 30' " x—x x_x—_ x _ w z ~ ` \ \I - - - - - N- - - - - - - _ — N - - - - - - _ N 108 ' x—xl \ X I w Q - C) 0 II 1 \ - - - - - - - - z c 1 1 \ 1 \ ��I ,� - - - - - - - - - - - - - - - -I �—' x 0 z , � \ ,, 11 5, G I a .5 1 �/ \ 15'� �5 E 5' �, o Z W m I \ \ V I I 1 H I UJ x \\ \ \ \ ❑2 EXISTING RESIDENCE \ \ I \ 0 I I � 8,371 SF � � I \ \ \ r 7,235 SF ®7,960 SF � X—x— x \ \ \ \ x e 0- >- ::) - - � — - - `1 —\— \ — — — — — -I L �' \ - - - - Nw QI \ \ - - - - - - - - - -I - - i 1 I I � I OR OF I o - - _ _ _ J - - - - - - Q� U I ON�pC 1 \ 1 /- -25g \ 86' j ~ MM \ — — _ — _ _ 8,401SF (n o qW w 2,606SF I \\� I — N — — — N - - - - - - - - - - - - — \ \ 2Sg� \ UP I J� — G — - _ — — — —�— — — \ — — — G �' w LLJ �� � — —I. � � S S S S —�— S S G _ — — — — ��-, _�� - S S s o W. CAM ELIA AVE. RFvisiONs rt) .2597 _ _ _ _ L = o `L 2599 — — — v No. Date Description CD — — — — i — �P # # # 2598— ` \ I I S # # # n _X-- �X X _ _ _ L1 N X— °P \ /r _ _ _ X—X—X—X X —X—X—X—X # # # \ \ � 1 /� �� 25gg— - - - , 0 f � O W / W� WELKER SUBDIVISION \ S -- S c9 1 0 S S S / -' I \ PROJECT NO.: o a — 1 \ 24035 0 a _ _ DRAWN BY: — — U/ o BE z d \ CHECKED BY: AC, JB U [oil , 0 PRELIMINARY PLAT DATE: 5/7/2025 ,.,J N N 20 0 20 40 60 Ir N ■ „ SHEET NUMBER o SCALE: I = 20'-0" A N } PP1.0 U N U ❑ ■ L 1 12 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: °000��P� °°°%0gti°o°° I. TOPSOIL REQUIREMENTS: A5TM D 5265, PH RANGE OF 5.5 TO 7.0, I. CONTRACTOR SHALL REPORT TO DESIGN PROFESSIONAL ALL CONDITIONS WHIGH I. ALL LAN05GAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND NOTES: o000 FR R�rc�o °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 5UB6RADE 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. o�' Lqq 1165 6 �o ° 2. NEWLY GRADED SUB6RADES: LOOSEN SUB6RADE 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 o0 5/7/20 ��oo 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 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 18" AT PLANTER BEDS. 0000NDo 00000 000 3. SPREAD PLANTING SOIL OVER LOOSENED 5UB6RADE. STUMPS, OR6ANIG MATTER LARGER THAN 2 INCHES 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 SCHEDULE AND OBSERVATIONS WITH DE516N PROFESSIONAL SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB z THICKNESS OF SOD. PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO AGHIEVE THIS PRIOR TO GON5TRUGTION START-UP. MA55IN65 SHALL HAVE A POP-UP SPRAY SYSTEM. ° L 5. UNGHAN6ED 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 EXGAVATIN6, 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 SURFACE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL AS FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN a. PREGI5E INDIVIDUAL STATION TIMING o in FOLLOWS: OR GOVERNMENT A6ENGY AND COPIES OF THE TESTING A6ENGY'S 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 SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. d. 5UFFIGIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF a L --000 °cu° IN 3 o w B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INCHES. 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 � U' o 0 o m N - LARGE (2 MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. s 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 0 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 0.N a o a z Q) BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT ; z o CD.m z 3 N a OF FINE TEXTURE. 4. PLRGE 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 M w` c�� M 3 � L cc 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 IOOYo HEAD TO 3 " a co N THE SAME SIZE AND SPECIES AT NO G05T TO THE OWNER. w LOOSENING. ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFAGE TO HEAD GOVERA6E WITH TRIAN6ULAR SPAGIN6. _ 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. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: GRADING PLAN. IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT w B. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, A. LAWN AREAS: 12 INCHES MINIMUM OR AS NEGE55ARY 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 = 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM B. PLANTER BEDS: 18 INCHES MINIMUM APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG MATTER A cf. PROVIDE MINIMUM (1) QUIGK GOUPLER VALVE PER EACH (6) AUTOMATIG m MINIMUM OF 6 INCHES INTO TOPSOIL. 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 LANDSCAPE LEGEND GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN SHALL BE 2 ° BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN 0 THE IMMEDIATE FUTURE. AND I FOR SEED. AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND Q 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER 7. TOPSOIL 5TOGKPILE LOCATION5 TO BE COVERED COORDINATE WITH FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM 6RADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS 1-1/2" BELOW ADJAGENT SURFACES OF TURF ° THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO EROSION AND SEDIMENT CONTROL PLAN. "''' PLANTS TO BE INSTALLED NOT CREATE MUDDY SOIL. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS SOD AREAS, AND I" BELOW ADJACENT SURFACES OF TURF SEED AREAS. J 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED 'fmm 9 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 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 PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. - - - - - - GUT EDGE - AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, GLEAN AND FREE OF ' w LANDSCAPE AREA WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT ADETAILED - - PROPERTY LINE w STOCKPILE PLAN TO DESIGN PROFESSIONAL AND OWNER FOR TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES 10 QUANTITY 'I10 NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO I PREPARATIONNOTES: WEED ABATEMENT NOTES. EITHER: JB PLANT IDENTIFICATION KEY w A) PROVIDE APPROVED IMPORTED TOPSOIL OR I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE DESIGN Copyright CO 2025 X 2. NEWLY GRADED SUB6RADE5: LOOSEN 5UB6RADE TO A MINIMUM DEPTH I. ALL AREAS TO BE PLANTED OR HYDR05EEPED SHALL HAVE WEED PROFESSIONAL. ` + ` + ` + + + Z OF 4 INGHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING 15. IF IMPORTED TOPSOIL FROM OFF-SITE 5OURGE5 IS REQUIRED, ENSURE IT IS +++++++++++++++ TURF SOD OVER APPROVED All rights reserved. withReprout oenpern or isionofn any o H + + + + + + + TOPSOIL AS SPECIFIED or by any means without written permission of AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND OR HYDROSEEDIN6. FERTILE FRIABLE NATURAL LOAM, SURFAGE SOIL REASONABLY FREE OF +++++++++++++++ Breckon Land Design,Inc.is unlawful and subject to 0 LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH @ROUND-UPo SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, +++* Lu +*+*+*+*+*+ criminal prosecution. w a A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INCHES IN TURF AREAS (CONTACT HERBICIDE) OR APPROVED EQUAL. STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER 3" DEPTH OF 2" MINUS BARK MULCH o AND 18 INCHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. OVER DEWITT PRO 5 WEED a TO MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURAL WEEDS FROM THE SITE. A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING BARRIER FABRIC AND TOPSOIL AS o TREE PROTECTION NOTES. SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUB6RADE IS 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. SPECIFIED OR APPROVED EQUAL Y FROZEN, MUDDY, OR EXCESSIVELY NET. FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLUSION OF THIS OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE F B. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. w G. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL DAYS. B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, o 1. PROTECT THE CRITICAL ROOT ZONE (THE AREA DIRECTLY BELOW THE THICKNESS OF SOD OR SEED. 5. APPLY SECOND APPLICATION OF @ROUND-UP-& TO ALL EXPOSED TOXIGITY, AND GENERAL TEXTURE BY A REGO&NIZED COMMERCIAL OR SAVE AND PROTECT EXISTING a DRIPLINE OF THE TREE) OF THE TREES TO REMAIN ON SITE BY: WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S GOVERNMENT A6ENGY AND COPIES OF THE TESTING A6ENGY'S FINDINGS AND 2 L BUILDING n a. GON5TRUGTIN6 A TEMPORARY GHAINLINK FENCE AROUND THE CRITICAL 3. UNGHAN6ED 51JB6RADES: IF TURF IS TO BE PLANTED IN AREAS SPEGIFIGATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST RECOMMENDATION5 SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE r n 0 (� ROOT ZONE OF THE TREE TO BE PROTEGTED PRIOR TO DEMOLITION, UNALTERED OR UNDISTURBED BY EXGAVATIN6, GRADING, OR BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR �+/ w co SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. o CONSTRUCTION, OR ANY SITE WORK. SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL AS 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.0. & b. NOT ALLOWING GOMPAGTION BY EQUIPMENT TRAFFIC DURING FOLLOWS: I6. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED , CONTRACTOR SHALL BE DIRECTED TO PERFORM A ° GONSTRUGTION OR DURING DEMOLITION. A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. w UJ -6 c. NOT ALLOWING CONCRETE TRUCKS TO RINSE WITHIN THE PROTECTION INTO SURFAGE SOIL. THIRD APPLICATION. 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" GLEAR ZONE OF ALL A.G.H.D. 0 7. AT THE TIME OF PLANTING AND HYDROSEEDIN6, ALL PLANTING AREAS CALLOUT LEGEND Q ° � AREA, OR ANYWHERE NEAR EXISTING TREE ROOTS OR IN PLANNED B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INCHES. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED N PLANTING BEDS AREAS. SEE EROSION AND SEDIMENT CONTROL PLAN PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS SHALL BE WEED FREE. o WITHIN 5 O OF AN A.G.H.D. SIDEWALK. w N FOR APPROVED CONCRETE WASHOUT AREAS. AND FERTILIZERS AGGORDING TO PLANTING SOIL MIX PROPORTIONS lb. ANY PERENNIAL TREES OR PLANTS THAT W SEEPAGE BED. SEE CIVIL PLANS FOR ADDITIONAL ILL EXTEND ROOTS DEEPER THAN IS" 0 _ d. NOT STOGKPILIN6 MATERIALS, DEBRIS, OR DIRT WITHIN THE TREE AND MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A SHALL BE PROHIBITED OVER AGHD UNDERGROUND SEEPAGE BEDS, INFILTRATION 1 PROTECTION AREA. HOMOGENEOUS MIXTURE OF FINE TEXTURE. FACILITIES OR PIPING SYSTEMS. O INFORMATION AND REQUIREMENTS co 0- z WATERING WITHIN THE GRITIGAL ROOT ZONE FROM MID-APRIL TO G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE Iq. SEEPAGE BEDS AND OTHER STORM DRAINAGE FAGILITIES MUST BE PROTECTED O VE MID-OGTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF LOOSENING. FROM ANY AND ALL CONTAMINATION DURING THE GON5TRUGTION AND Q NOTESAND PROTECT EXISTING TREE, SEE TREE PROTECTION 10 10 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK. D. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. co F Q f. NOT TRENGHIN6, EXGAVATIN6, FILLING, OR OTHERWISE DISTURBING THE STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. 20. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN PROFESSIONAL r n T 0 UJ _ w SOIL WITHIN THE CRITICAL ROOT ZONE. E. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDIN6 GRASS, IMMEDIATELY. CD y g. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID VEGETATION, AND TURF, OFF OWNER'S PROPERTY. O DAMAGIN6 TREE ROOTS. EXISTING TREE INVENTORY PLANTSCHEDULE Z 2. PROTECT THE GROWN AND TRUNK OF TREES TO BE RETAINED BY: 4. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM a. OPERATING EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO TREE TRUNKS OR BRANCHES. WITHIN PLUS OR MINUS I/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, SYMBOL DESCRIPTION COMMON NAME SIZE SYMBOLCODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS Q � b. HAVING TREES PRUNED BY A LICENSED ARBORI5T. REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT CO 0 3. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE Existing tree to be Mulberry REPLACED USING THE FOLLOWING CRITERIA: FUTURE. M-101 g y 18 Gal. SHRUBS, PERENNIALS, & ORNAMENTAL GRASSES 0 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER saved v EXISTING TREE REPLACEMENT THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. Do NOT T 4" CALIPER OR LARGER ...................................................IX CALIPER OF TREE CREATE MUDDY SOIL. Existing tree to be Black locust 8" Gal. BT 5 Berberis thunbergii 'Rose Glow' Rose Glow Japanese Barberry 5 gal. 4' x 4' W z E REMOVED 6. BEFORE PLANTING, OBTAIN DESIGN PROFESSIONAL'S AGGEPTANGE OF M-102 saved FINISH 6RADIN6; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE HR 6 Hemerocallis x 'Red Rum' Red Rum Daylily 1901. 2' x 2' W w EXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLE DISTURBED AFTER FINISH GRADING. O Existing tree to be Black locust 12" Gal. M-103 saved "'=o REPLACEMENT WOULD BE (2) 4" CALIPER TREES OR (4) 2" CALIPER TREES. 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO = • = PO 12 Pennisetum orientate 'Karley Rose' Korey Rose Fountain Grass 2901. 3' x 3' W DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND q5 F FOR A 24 HOUR PERIOD. WIND SHALL BE LESS THAN 5 MPH. M-104 Existing tree to be Black locust 12" Gal. T T saved y �x - - - GO UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - - UT- - - - - - UT- - - - UT LU Q_ x Q x_ Dz x-x- IR x + + + + + + + ] x-xTxIx-x-x-x-x-x-x-x-x-x-x-x-x-x-x Wo+ + + + + + + + + + + -x-x-J x_x1IR IR + + IR IRI + 3 IR + W x ++ HR 3 ++ x x trt Q - - - - - - - - - - - - - - - - - - - - � ++ 5 ++ HR x- - - - - - - - - - - - - - - - ++ BT +++ - - - - - - - - - - - - - - - � + + O I + + + + + + + �+ + + WCW y y T o a 00oz C► 0 I 2 0 \ U.oOWOLL.z► yWo���i J I M-101 6 o I zWr Uz� tLU r X� Qur mQO��WW w I M-102 ' x-x_x x e w 2 � � Z wf 1 o REVISIONS �• I e W W No. Date Description / # # # ,.xvf - - _ J o oP/ C° _ 01 rC_ - - - - - - - - - - - - B I Q - PROJECT N O.: Ir o ° M-103 U' P 2403503 1 m DRAWN BY: 0 7 ° BE L 2 M-104 W8„ W8` W8 n W8" W8" z3" W8" WB�� CHECKED BY: a AC, JB _ �P* El o � S 8„SS 8"SS 8,�SS o DATE: J 0 S S S S S S W W �,i 5/7/2025 UJ o - � 8"SS 8"SS S S S °P� O WCAMELIA AVE. SHEET NUMBER T LANDSCAPE PLAN PP2.0 N 20 0 20 40 60 i ■ SCALE: I"= 20'-0" 1 2 13 14 15 6 7 8 9 10 111 112 113 114 115 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP PRESSURIZED IRRIGATION NOTES UTILITY LEGEND IRRIGATION CONSTRUCTION NOTES _153 L I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INGHES WIDE, METALLIC, W W W W EXISTING 12" WATER MAIN ��F \ST IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER GLEARLY MARKED ALONG I. GONTRAGTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF Q -)3 ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INGHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ANY DEMOLITION OR GONSTRUGTION OPERATIONS. ANY DAMAGE TO EXISTING we,", 8" WATER MAIN UTILITIES SHALL BE GONTRAGTOR'S RESPONSIBILITY. 227 6 ABOVE THE TOP OF THE PIPE. w 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH GIVIL, 08/21/25 2. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS GARRYING THE WARNING Jp O 0 DANGER-UNSAFE WATER(OF, EQUIVALENT). 6 WATER LINE MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS. 9T PZ w W6 3. GONTRAGTOR SHALL COORDINATE INSTALLATION OF IRR16ATION CONDUIT AND 0 F \O 3. LABEL ALL VALVE BOXES AND VAULTS W W WITH THE ARNIN6 DANGER-UNSAFE WATEROR NON-POTABLE SLEEVES UNDER HARD SURFACES WITH RESPEGTIVE GONTRAGTORS. O OF PP z WATER, AND LOCATE THEM A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC, RIGHT-OF-WAY. �,., FIRE HYDRANT 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION GONTRAGT. �/IV RONN 4. THE HORIZONTAL SEPARATION OF WATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10) FEET. 0" 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 WATER TEE 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 VALVE 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 m 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. 5 U .o N �, CENTERED AT THE GROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE GROSSING AS �, SINGLE WATER METER ff SERVICE 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. z 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 VERIFY TYPE OF METER AND INSTALLATION REQUIREMENTS WILL TAP AND METER NHERE TH MUNIG PALITY OR � E PPLICABLE. 2 � ° N a FEET ON BOTH SIDES OF THE GROSSING. . a� U _ E Y c'o 0 5. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY GONNEGTION BETWEEN THE POTABLE SINGLE WATER METER ffi SERVIGE WATER DISTRIGT. o °- a o� N `o v o w m ._ r 7. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL CODES, _ a N a a o z 0 WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. (GALL WATER DEPARTMENT TO VERIFY > = o - _ a THAT THE DEVICE IS APPROVED FOR USE IN THE CITY.) AND MANUFAGTURER'S REGOMMENDATION5. v � w` CD _J 3 r co `a o CD 8. GONTRAGTOR SHALL REMOVE AND DISPOSE OF ALL ROGK AND DEBRIS BROUGHT ' ' ' ' ' ' 3 " a C0 6. INSTALL ALL GRO551N65 OF THE RIGHTS-OF-WAY WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH S S S S EXISTING SEWER LINE TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. K OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA G-GOO PIPE SLEEVE WITH LOCATOR WIRE. THE _G. CONTRACTOR SHALL REFER TO SPEGIFIGATIONS AND DETAIL DRAWINGS FOR PUBLIC, WORKS DEPARTMENT SHALL INSPEGT GRO551N65 PRIOR TO BAGKFILLIN6. ADDITIONAL REQUIREMENTS. 7. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE IRRIGATION MAINS $..SS PROPOSED 8" SEWER MAIN 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND TRAVERSE A 51 DE LOT LINE IN ORDER TO GROSS A STREET, THE DOME5TI G WATER SERVIGE AND ORD I NANGES. PRESSURE IRR16ATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. II IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING ON o 8. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUNDS PER SQUARE INCH O SANITARY SEW .ER MANHOLE MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO , (PSI). FINAL PAYMENT. a G. THE NAMPA AND MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED IRRIGATION PROPOSED SEWER SERVIGE LINE 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN z UNLESS A PROPERLY EXEGUTED AGREEMENT FOR INSPECTION AND MAINTENANGE IS IN EFFECT PRIOR EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS TO THE PREGONSTRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTIGE IS REQUIRED. AGGEPTANGE; REPAIR OR REPLACEMENT OF ANY DEFEGTS OGGURRIN6 WITHIN 10. IRRIGATION PIPE SHALL BE GA5KETED PVC, A5TM-02241 GLASS 200, SDR-21 OR BETTER. _________________________________ GRAVITY IRRIGATION PIPE 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. EXISTING PRESSURE IRRIGATION SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. J 12. TRENGH BAGKFILL FOR PIPELINES WITHIN THE PUBLIC, RIGHT-OF-WAY SHALL BE GOMPAGTED TO TYPE 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFEGTS OF THE z "A" BAGKFILL REQUIREMENTS PER ISPWG SEGTION 306 AND SHALL MEET ADA COUNTY H16HWAY : a a ■ PROPOSED PRESSURE IRRIGATION QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF ° DISTRICT (AGHD) REQUIREMENTS. PIPES SHALL BE BEDDED PER ISPWG SECTION 305. THIS SYSTEM. USE MATERIALS AS 5PECIFIED, NO SUBSTITUTIONS SHALL BE o X SERVIGE STUB PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. 1 w w �QQ AIR RELEASE VALVE 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE 56HEMATIG IN NATURE. w FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO GONSTRUGTION AND PROVIDE NEGESSARY ADJUSTMENTS. ' 10 _o rn of 16CID . ALL MAIN LINE FITTIN65 SHALL BE DUCTILE IRON PUSH ON TYPE MEETING NMID w I I N �,.. 'm N STANDARDS UNLESS NOTED FOR LATERAL SERVIGE. W coc°� w N o o CALLOUT LEGEND I�. IRRIGATION GONTRAGTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM o 00� z o ..o REMAINS OPERABLE DURING CONSTRUCTION. Copyright ©2025 N +03 O t` 0 O 15. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY All rights reserved. Reproduction or use in any form o I„I 00 1 GONNEGT 8" WATER MAIN TO EXISTING WATER MAIN IN 4TH STREET. or by an means without written permission of 2 4' CO N RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLAGED WITH NEW PRODUGTS OF y Q O N> N Z CO Z Z O Breckon Land Design,Inc.is unlawful and subject to 0 = z C7 + z z EQUAL OR GREATER VALUE BY THE IRRIGATION GONTRAG prosecution. AT NO EXPENSE TO criminal rosecution. w N N _ = Q N > > g 2 INSTALL 8" WATER VALVE. THE OWNER. cncncnofao Qg0- a z (° � 2600 w U) U) � E0 � 7 3 + °' z IC,. GONTRAGTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY 6RADIN6 Q _ ¢ M N > $ CONNECT 8" SEWER MAIN TO EXISTING SEWER MAIN AND MANHOLE. OPERATIONS TO ENSURE HEAD TO HEAD COVERAGE AND TO BE FLUSH WITH NEW Q Q 4 FINISH GRADES. o w U) V) R � INSTALL 8" PVC, WATER MAIN AT DISTANGE NOTED. 20. 5EEPA6E BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION Z w INSTALL 8 PVC, SEWER MAIN AT DISTANGE AND SLOPE NOTED. DURING THE GONSTRUGTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION 5 SYSTEM. 25G5 O INSTALL FIRE HYDRANT ff 6" VALVE PER CITY OF MERIDIAN STANDARD 21. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGN w 6 DRAWING W8. PROFESSIONAL. z Z O NAMPA MERIDIAN IRRIGATION 01 INSTALL SANITARY SEWER MANHOLE AT TERMINATION OF SEWER MAIN LINE. w 0 LL MAINTAIN IS" VERTIGAL SEPARATION BETWEEN POTABLE/NON-POTABLE LINES Z �0 25G0 232.14 LF OF 8"PVC @ 0.60% -I O PER CITY OF MERIDIAN WATER NOTES DISTRICT N T E Lu N °_ NOTES w 141 LF(C-C)OF 8"PVC @ 0.53% _ ° Q INSTALL I" WATERSERVIGE LINE AND SINGLE W °" ATER METER PER CITY OF I. THE NAMPA MERIDIAN IRRIGATION DISTRIGT SHALL INSPEGT ALL PRESSURIZED `LJLin MERIDIAN 2015 SUPPLEMENTAL 5PEGIFIGATION5, 5D-WI. M w o IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPEGTION AND `' J ` 2585 O INSTALL I" WATER SERVIGE LINE AND DOUBLE J" WATER METER PER GITY OF MAINTENANCE IS IN EFFECT PRIOR TO THE PREGON5TRUGTION MEETING. / N 10 MERIDIAN 2013 SUPPLEMENTAL SPEGIFIGATIONS, 50-W3. FORTY-EIGHT (45) HOURS ADVANCE NOTICE IS REQUIRED. Q Z c"i � 0 N _O i- 0 N N 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRIGT "PRESSURE URBAN IRRIGATION O r n `r 4 PVC, PRESSURE IRRIGATION LINE. LENGTH PER 5PEGIFIGATION5 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. ^ �+♦ A F (T E w � �i �Z_ �l GPLANS v J Q a_ 'W Q N N N N N N N INSTALL SERVIGE STUB. SIZE AS UNLESS 12 OTHERWISE NOTED O •. /1 I- -0+20 0+00 1+00 2+00 3+00 4+00 0 13 INSTALL END GAP FOR FUTURE GONNEGTION _J I--- TSANITARY SEWER PROFILE 14 GONNEGT TO EXISTING PRESSURE IRRIGATION LINE IN Q 1 c N 30 0 30 60 GO O THIS LOCATION o o INSTALL TEE (FL6XFL6XFL6), GATE VALVE (FL6XMJ), SGALE: I"= 30'-0" 15 AND THRUST BLOCK. SIZE AS INDICATED. z o E a A - - V, � 0 AIR RELEASE VALVE o a_ 17 GO DEG. ELBOW WITH GONGRETE THRUST BLOCK LIJ co Lu � 4"x4"x4" 15 I 14 O UT- - - - UT- - - - - UT- - - UT- - - - UT- - - U, UT- - - - UT- - - - UT cn V x - 16 x- x-x--x x-xTx- - - - - W 3 LF 11 IR IR IR IR IR IR IR IR IR IR • x x x x x x-x-x-x-x-x-x-x-x-x-x-x-J-x_x W p � x 17 12 12 12 13 I 1 kD// 12 - L o A x C o LLI X1 o a 3 ® n C r- x-x--x x e LU A I v W I / PW W REVISIONS No. Date Description U I I °P I Cn # # # X °P # # # Cl- 1O ° I� P PROJECT NO.: F394 LF 8" PIPE w I 1 24035 B c ° DRAWN BY: 0 WB' W8" W8" W8" W8" IB" W8„ W8„ 2 BE z o g L 8 CHECKED BY: o o°' AC, JB 8 SS �'ISS �8..55 C ,. n R 7 232 LF 8" PIPE 8 SS 8��55 G G C W W DATE: o @ 0.6% SLOPE 5 S S S S S S o 5/7/2025 w °per WCAMELIA AVE. p� SHEET NUMBER N \ I � CID UTILITY PLAN T PP3.0 L N 20 0 20 40 60 SCALE: I"= 20'-0" 1 21 3 14 5 6 17 8 19 10 1 11 12 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP 0000a0000000000000 OF 1pq�.1Z) T Z eRFc�o °°0000 °a 0 o❑r �o o LJ v o J' 9)21/S 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 ° 0 00 rE7So a n 3o W cc:) z E '�' r Co iu m W RIGHT OF WAY LINE c rn o o -E o ^ 0 02 LOT LINE w y or °- a 1o� N `oU o a O b5 Z - - - CENTERLINE r; �° w c� ° 3 r m o . . . . . . 3LL a CO CD y K EXISTING EASEMENT _ o a ——————————— 5ETBAGK Z W w 0 —x—x—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 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 D 2 I z _ 0 G 0 cr) W o z I I I z N W w w 0 X 0 _ o �x _ _ Ww i0 1 Q U x` x—x—IY Y x—X�—X—X—X—X�X_ vwi W Q Q U ++++++++++7++ ++++ + �' Y X X—X X X—X—X—X—X—X—x�x— I— M Q I m � m +++++++ +++++++ W X— X—Xl Or\/ o 1 + + + + IL m ti a � w + + + + + + + + + x LLJ I coVJ LLI 0 cn W + + + + + + + + + + + x w F r----------- ----------- ----------- -------- + + + + + + + + + + + r---------- V) ---- _ ' — + + + + + + + + + + + + 1 N N I I I Q \ W + + + + + + + + + + + ---- / w 5' SIDE + + + + I O I 5' SIDE 5' SIDE + + + + ' += 5' SIDE v, L SETBACK I SETBACK SETBACK SETBACK SETBACK O Ir ., 0 5' SIDE � � I SETBACK II Q ❑3 I I ® I z U I I I I 'I z O I I i 1 X XX X E I I I I I ❑ — —I — O - 1 - - - (c 0' V' UJ20' ------ L- ----- 2 Q I ---------- -- i 20' w --------XAMPLE Ld EXAMPLE EXAMPLE Q PARKNG PAD Q PARKING PAD I PARING PAD w Q < ZL LOCATION Q LOCATION< Z ------ — o LOCATION OfQX 0 m — ———— N— — - 0W — -----Ld U -- — ---J O — — w Qi imW <N O Lm— — — — — — — - - — - - — — —W L- m — � — — — O55LV — — — — — - - - - -OW w — — — — � OU) O ( D o GOMMON LOT O i� ° COMMON DRIVE " �W h . a QCO2 W N yWUzi CC J JLU W. CAMELIA AVE. ��& WmQ��o� !Z C LU LU LU T COMMON DRIVE EXHIBIT No. Date REVISIONS Description Q Q 20 O 20 40 60 # # # J N # # # 5GALE: I"= 20'-0" # # # # # #U ` r DPROJECT NO.: a 24035 B d) DRAWN BY: BEz L CHECKED BY: AC, JB U DATE: 0 5/7/2025 w N o0 SHEET NUMBER AlQ EX1.0 U N O L (n 1 2 3 1 4 15 6 1 7 1 8 1 9 10 11 12 13 14 1 15