Loading...
HomeMy WebLinkAboutPRE-PLAT ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP S ONAL EN S�C\STE/��.o�'�'Ft<` 3 U W /-1/2025,,x0 a 0 o0F z MC1 ERRY BLOSSOM EAST > 0 z z 0 LOCATED IN THE NW1 /4 OF THE NE1 /4 OF SECTION 12, Y E ' t U +' 0", O N O U O W W F T. N . R. 1 W., B. M ., CITYOF MERIDIAN _ o� F r E � �o /�Cr'q 3 o W 'L L E N . 0 m Q Q E N C M N W W O 0.f O O U' T = 6 CcdU � co0 ADA COUNTY, IDAHO wN �L W �N N � o � z = 0 U ' 0 i W CJ � -0 z J 3 M L rD (p • • • • • • 3 LL W (D C7 w K LN PRE PLAT LEGEND - • • - W CHERRY 2025 W 0 W — — — RIGHT OF WAY LINE \/ERTIGAL GURBIN6 LOCATION LOT LINE CURB AND GUTTER LOCATION - - - GENTERL I NE A KAVE SGORE JOINT (TYPI GAL) ---------------------- EASEMENT O CONTACTS SITE INFORMATION PROPOSED OPEN �/ISION EXPANSION JOINT (TYPICAL) z N SURVEYOR: 0 a o IDAHO SURVEY GROUP ADA COUNTY PARCEL NUMBERS:S1212131250&S1212131210 FENGE F J m 0 z CODY McCAMMON, P.L.S. TOTAL SITE SIZE:0.79 AC ACCESSIBLE RAMP LOCATION WITH NA z 9955 W EMERALD ST TOTAL BUILDABLE LOTS: 3 DETECTABLE WARNING SURFACE7 z o i EXISTING BUILDING o BOISE, ID 93704 MINIMUM LOT SIZE:4,000 SF °o NEW GONGRETE FLATWORK MAPLE AVE. PHONE:208-846-8570 MIN FRONTAGE:40' z �MPP�EP MAX BUILDING HEIGHT:35' ' W PROJECT DESIGN PROFESSIONAL/CIVIL ENGINEER: ZONING: R8 W �� LOCAMELIA A E.CATION ANTONIO CONTI,ANTONIO.CONTI@ACKERMAN-ESTVOLD.COM T PARCEL NUMBER 'I z qs BRECKON LAND DESIGN 7419SF 0 F ti�TD 6661 N GLENWOOD ST �sr vnv GARDEN CITY, ID 83714 z PHONE:208-376-5153 -W w Copyright©2025 Z zOWNER: All rights reserved. Reproduction or use in any form 0 H W WASHINGTON ST W WASHINGTON ST or by any means without written permission of 2 JAYO DEVELOPMENT, INC z @ Sheet List Table C A L L O U T LEGEND Breckon Land Design, pc.is l and subject to w � DOUG JAYO, DOUG JAYOCONSTRUCTION.COM criminall prosecution. cARLroNAVE 10564 W BUSINESS PARK LN SHEET NUMBER SHEET TITLE W BOISE, ID 83709 EXISTING SEWER EASEMENT < PHONE:208-322-3663 P P1.0 PRELIMINARY PLAT 1 0 T VICINITY MAP ° N 500 0 500 1000 1500 PP2.0 LANDSCAPE PLAN z ■ SCALE: I"= 500'-0" PP3.0 UTILITY PLAN a 0 EX1.0 COMMON DRIVE EXHIBIT 0 a LJJ CV Q W 0 OD -A I I J N O W \ o 0 _ \ o n O Cr/ co z O \ \ // 0 0 F N i \ \ \ MIDTOWN SQUARE SUBDIVISION o Q W � \ ' I o 00 0 Co Ir < Q- - - UT- - - - UT- - - - UT- - - - UT- - - - T- - - - UT- - UT— - - - UT- - - - UT- - - - UT _ _ _ _ _ _ _ _ _ _ _ _ Q Q U I X — x—x�—x— x—X_ w Z � UP I I � � I " x—x x—X—X=X_X x x x �—s- o l I I � - - � � t-- - - - - - - - - - - - _ _ - - 25 O_ — x X—Xl J z oX O}- ----- \-- \ — — — — — - — — — — - - — —F- _ — — — — — o - - - - - - — x X I — W CD � za�i ZO \ Ir / I\ I I\ \\ �10 r *5' 5' 5' X G E x z W \ \ \ II l5 m I\� v \ \ \ 7,9 4 SF 1 I � � � I LLI a -0 D X \\ \\ \\ \ \\ 2 EXISTING RESIDENCE o_ 3 II 2 2O I \ \ \ \ 7,462 F 8 2009 SF x� LL.1 o \\ \\ \ \ \ X—X X e Z Z 1 U 00 \`\ \\ 01,97777 SF , P W W 0- > / / / 7+ OR Cn _ L — — — — — — — — — — — — — J — — J \ - - — — — — — — — — — � — — — — - - - - - - �°�' CIO �I �/ \- - \ I Jam\ - - - - - - - - - - - - - - -o - - - - - — —�— — - - — — — — — — — — - �e— � \ \ I — — — - - - - - - - - - - I Oi �Wil'W o _2598 1 OP d0 d0 \ I y1u0000O _ __ I OP OP OP —X— —X— W J X X �� to Zt��9WZ07 _ C J ox 259�. � � / = m�oa D W —I— _ S S S S —�— S S S �S W W MW \ N REVISIONS \ \ - - 597 Op- - Jr�j�=6, oa\ _�`, - - \` -2599 _ _ _ - - - - - - - - _ W. CAMELIA AVE. p 2 rS \ \ �/ \ ` J Jv No. Date Description - - __-_ _ _ _ i,— mop —� �l� \ # # # J s # # # 0— N X x—x—X� OP /r X—X—X—X X # # # — — — — , —X—X—X—X� o WELKER SUBDIVISION \ — / \ /� Z�gg- — S S oC? W W/ # # # S s 1 °- — — / \ om— S / J I \\ PROJECT NO.: 1-7 _ _ — J \ 24035 Ir o d B d) \ o Q o DRAWN BY: UV o BE z o \ CHECKED BY: AC, JB U DATE: 0 , 0 PRELIMINARY PLAT 5/7/2025 W N 20 0 20 40 60 0 SCALE: I"= 20'-0" SHEET NUMBER ^ A ) L.L � p PP1.0 CID 1 12 3 4 5 6 7 8 9 10 11 12 1 13 14 15 C v nN >U-�V- C\ - A S"RV�Y GROUP TURF AREA PREPARATION TOPSOIL NOTES LANDSCAPE NOTES: IRRIGATION NOTES: 0000°�P� �°°%�qti°o°° NOTES: \ I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO -7.0, I. CONTRACTOR SHALL REPORT TO DE516N PROFESSIONAL ALL CONDITIONS WHICH I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES I/2 IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY o ° *a INGH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS BEGINNING WORK. ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE o= o I. LIMIT TURF 5UB6RADE PREPARATION TO AREAS TO BE PLANTED. MATERIALS HARMFUL TO PLANT GROWTH. 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE DE516N IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. qq 11 �o w 2. NEWLY GRADED SUBGRADES: 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 L 5/7/266 � ��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 HE16HT OF 4 °Ooo�q Qo Z MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. CLAY LUMPS, BRUSH, NEEDS AND OTHER LITTER, AND FREE OF ROOTS, 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT INGHES AT LAWN AREAS AND 18" AT PLANTER BEDS. °°0ooaDo 0p0p000°0 3. SPREAD PLANTING SOIL OVER LOOSENED 5UB6RADE. STUMPS, OR6ANIG 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 SCHEDULE AND OBSERVATIONS WITH DES16N PROFESSIONAL SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB z THIGKNESS OF SOD. PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS PRIOR TO CON5TRUGTION START-UP. MA55INC75 SHALL HAVE A POP-UP SPRAY SYSTEM. ° L 5. UNGHANOED SUB&RADE5: IF TURF IS TO BE PLANTED IN AREAS REQUIREMENT. 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 5. ELEGTRONIG WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE UNALTERED OR UNDISTURBED BY EXGAVATIN6, GRADING, 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 SURFACE SOIL AS FERTILITY AND GENERAL TEXTURE BY A REGO&NIZED COMMERCIAL STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN o. PRECISE INDIVIDUAL STATION TIMING E N o FOLLOWS: OR GOVERNMENT A6ENGY AND COPIES OF THE TESTING A6ENGY'S A SOUND AND HEALTHY CONDITION. b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES ;to) .s E N co � A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE 7. IN THE EVENT OF A PLANT COUNT 0I56REPANGY, PLANT SYMBOLS SHALL c. AT LEAST ONE PROGRAM FOR EAGH HYDROZONE t 0 o o INTO SURFACE SOIL. ARGHITEGT'S REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL OVERRIDE SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF ° L 73 ° �m n 3 o w B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHES. SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND OR6ANIG 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED .s E E E.m " g to M APPLY SOIL AMENDMENTS AND FERTILIZERS AGGORDIN6 TO REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO WATERING STATIONS WILL BE DE516NED AND INSTALLED TO PROVIDE a C6 o o � o Co' p - LARGE (2 MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. s p 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. c °�° o L ,°° a (D oo 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 DESIGNED AND `-" ° ° o ui z n°i BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT > ° o ru.� ° n ° OF FINE TEXTURE. 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. J W CD= -i L (coo LO o 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE -1. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO • • • • • • �" a 0 � N THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. LOOSENING. ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO HEAD GOVERAGE WITH TRIANGULAR SPAGIN6. _ o 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT • _ • • �( A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND PROPOSED FINISH GRADE, AS REQUIRED. SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO 0 STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. 5. COMPACTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: GRADING PLAN. IMPERVIOUS SURFACES (BUILDIN65, SIDEWALKS, DRIVEWAYS, AND ASPHALT w B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, A. LAWN AREAS: 12 INGHES MINIMUM OR AS NECESSARY TO II. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIG YARDS OF AREAS). w VEGETATION, AND TURF, OFF OWNER'S PROPERTY. ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. APPROVED GOMP05T PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG MATTER A cl. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM B. PLANTER BEDS: 18 INGHES MINIMUM MINIMUM OF (9 INGHES INTO TOPSOIL. VALVE ZONES. APPROVE Q.G.V. LOCATIONS WITH DESIGN PROFESSIONAL. ° SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, , WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, 12. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH AS REQUIRED TO MEET FINISH 6RADE5. FINISH GRADE OF TOPSOIL QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN LANDSCAPE LEGEND Z GRADES. LIMIT FINISH GRADING TO AREAS THAT CAN BE PLANTED IN SHALL BE 2 R BELOW FINISH GRADE OF PAVEMENTS AREAS FOP, SOD AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND o THE IMMEDIATE FUTURE. AND I" FOR SEED. FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT 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 SURFACE TO DRY BEFORE PLANTING. DO EROSION AND SEDIMENT CONTROL PLAN. "' PLANTS TO BE INSTALLED NOT CREATE MUDDY SOIL. 8. ALL 6RAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS SOD AREAS, AND I BELOW ADJACENT SURFACES OF TURF SEED AREAS. J q. BEFORE PLANTING, OBTAIN DE516N PROFE5510NAL'5 ACCEPTANCE OF OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED �m FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND o OTHERWISE DISTURBED AFTER FINISH 6RADIN6. STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS - - - - - - - - - - GUT E06E ° AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. t z LANDSCAPE AREA TOPSOIL SHALL BE A LOOSE FRIABLE SANDY LOAM GLEAN AND FREE OF _ _ w WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED PROPERTY LINE STOCKPILE PLAN TO DESIGN PROFESSIONAL AND OWNER FOR TOXIC, MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROGK5, GRASS OR OTHER APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ON51TE TOPSOIL DOES 10 QUANTITY I I NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO PREPARATION NOTES: WEED ABATEMENT NOTES. EITHER: JB PLANT IDENTIFICATION KEY W A) PROVIDE APPROVED IMPORTED TOPSOIL OR = 1. LIMIT TURF SUB6RADE PREPARATION TO AREAS TO BE PLANTED. B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE DESIGN Copyright 2025 2. NEWLY GRADED 5UB6RADE5: LOOSEN 5UB6RADE TO A MINIMUM DEPTH 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED 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 SOURCES IS REQUIRED, ENSURE IT IS +++++++++++++++ TURF SOD OVER APPROVED all or byanyts rued. Rehoutwrioenpermssionofn or use in any o H *+*+*+*+*+*+*+* TOPSOIL AS SPECIFIED or by any means without written permission of � AND STICKS ROOTS, RUBBISH AND OTHER EXTRANEOUS MATTER AND OR HYDRO5EEDIN6. FERTILE FRIABLE NATURAL LOAM SURFACE 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, +++*+*+*+*+*+*+ criminal prosecution. A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INGHES IN TURF AREAS (CONTACT HERBICIDE) OR APPROVED EQUAL. STUMPS, STONES LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER 3" DEPTH OF 2" MINUS BARK MULCH AND 18 INGHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED EXTRANEOUS OR TOXIG MATTER HARMFUL TO PLANT GROWTH. Z TO MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURAL WEEDS FROM THE SITE. A) OBTAIN TOPSOIL FROM LOCAL 5OURGE5 OR FROM AREAS HAVING OVER DEWITT PRO 5 WEED Q SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR 5UB6RADE IS 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. BARRIER FABRIC AND TOPSOIL AS o FROZEN, MUDDY, OR EXCESSIVELY NET. FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLU510N OF THIS OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TREE PROTECTION NOTES. SPECIFIED OR APPROVED EQUAL B. SPREAD PLANTING SOIL OVER LOOSENED 5UB6RADE. WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) TOPSOIL OGGURS AT A DEPTH OF NOT LESS THAN 4 INGHES. G. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL DAYS. B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, Z I. PROTECT THE GRITIGAL ROOT ZONE (THE AREA DIRECTLY BELOW THE THICKNESS OF SOD OR SEED. 5. APPLY 5EGON0 APPLICATION OF ©ROUND-UPA TO ALL EXPOSED TOXICITY, AND GENERAL TEXTURE BY A REGO&NIZED COMMERCIAL OR SAVE AND PROTECT EXISTING 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 BUILDING o. GON5TRUCTING A TEMPORARY CHAINLINK FENCE AROUND THE CRITICAL 3. UNGHAN&ED SUBGRADE5: IF TURF IS TO BE PLANTED IN AREAS SPEGIFIGATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE n G ROOT ZONE OF THE TREE TO BE PROTECTED PRIOR TO DEMOLITION, UNALTERED OR UNDISTURBED BY EXGAVATIN6, GRADING, OR SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR V J w Q CONSTRUCTION, OR ANY SITE WORK. SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL AS MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.0. ^ b. NOT ALLOWING COMPACTION BY EQUIPMENT TRAFFIC DURING FOLLOWS: 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED I � APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A W ` v ID OR DURING DEMOLITION. A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. w 00 THIRD APPLICATION. o 0 c. NOT ALLOWING GONGRETE TRUGK5 TO RINSE WITHIN THE PROTECTION INTO SURFACE SOIL. 7. AT THE TIME OF PLANTING AND HYDROSEEDIN6, ALL PLANTING AREAS 1-7. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. w AREA, OR ANYWHERE NEAR EXISTING TREE ROOTS OR IN PLANNED B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHES. TO DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED CO °PLANTING BEDS AREAS. SEE EROSION AND SEDIMENT CONTROL PLAN PROVIDE WEED ABATEMENT PRO- SHALL BE WEED FREE. CALLOUT LEGEND Q EDURE. APPLY SOIL AMENDMENTS WITHIN 5'-0" OF AN A.G.H.D. SIDEWALK. N FOR APPROVED CONCRETE WASHOUT AREAS. AND FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS 18. ANY PERENNIAL TREES OR PLANTS THAT WILL EXTEND ROOTS DEEPER THAN IS" J > 0 Cl. NOT STOCKPILING MATERIALS, DEBRIS, OR DIRT WITHIN THE TREE AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO A SHALL BE PROHIBITED OVER AGHD UNDERGROUND SEEPAGE BEDS, INFILTRATION O SEEPAGE BED. SEE CIVIL PLANS FOR ADDITIONAL N `V PROTECTION AREA. HOMOGENEOUS MIXTURE OF FINE TEXTURE. INFORMATION AND REQUIREMENTS O (� Z FACILITIES OR PIPING SYSTEMS. w m e. WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE Iq. 5EEPA6E BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED `J MID-OGTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF LOOSENING�11 . O SAVE AND PROTECT EXISTING TREE, SEE TREE PROTECTION FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND 2 NOTES r n Q o 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. 0 F 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 DE516N PROFESSIONAL ^ Lij _ _ SOIL WITHIN THE CRITICAL ROOT ZONE. E. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 6RA55, IMMEDIATELY. co g. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID VEGETATION, AND TURF, OFF OWNER'S PROPERTY. O DAMAGING TREE ROOTS. EXISTING TREE INVENTORY PLANT SCHEDULE � Z 0 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 SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO o 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 L_ b. HAVING TREES PRUNED BY A LICENSED ARBORIST. REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMITCID r�1 3. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE �J REPLACED USING THE FOLLOWING CRITERIA: FUTURE. M-101 Existing tree to be Mulberry lb" Col. SHRUBS, PERENNIALS, & ORNAMENTAL GRASSES Q 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER saved w EXISTIN6 TREE REPLACEMENT THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT 4" GALIPER OR LARGER ...................................................IX CALIPER OF TREE CREATE MUDDY SOIL.E Existing tree to be ET 5 Berberls thunbergii 'Rose Glow' Rose Glow Japanese Barberry 5 qal. 4' x 4' W REMOVED 6. BEFORE PLANTING, OBTAIN DE516N PROFESSIONAL'S ACCEPTANCE OF M-102 saved Black locust 8 Gal. FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE HR 6 Hemerocallis x 'Red Rum' Red Rum Daylily 1901. 2' x 2' W w Q EXAMPLE: IF AN 8" GALIPER TREE IS REMOVED, AN ACCEPTABLE DISTURBED AFTER FINISH GRADING. O Existing tree to be Black locust 12" Gal. 0 _ 7 M-103 saved REPLACEMENT WOULD BE (2) 4" GALIPER TREES OR (4) 2" GALIPER TREES. . DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO = • = PO 12 Pennisetum orientate 'Karley Rose' Karley Rose Fountain Grass 2 gal. 3' x 3' yy DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND q5 F FOR A 24 HOUR UJ PERIOD. WIND SHALL BE LESS THAN 5 MPH. M-104 Existing tree to be Black locust 12" Gal. T saved U U �x - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - UT- - - - - UT- N- - UT , w I, z �x Q x` x-x�x x-x�-x- - - - - - - - - - IR - - - - IR IR TD IR ++++++++++++++ ++++++++ x x-x-x-x-x-x-x-x-x-x-x-x-x-x-x- x_x D 0 � - IR - x--j- W - � + 3 + + + + + + + I I * HR + + + + r I + - - - - I i I o W � - - - - - - - - - X- - - - - - - ++ + + X x U� + s + R - - - - _ BT cr) + ++ + + + � I i i � 01 �09 WG•W N x a GO0= pW �} a 0WW~WZF WGd•O�- I I I = • \\ ' W m o (n Cn ZW�WZ�F M-101 6 I o � vc7W_00 WZ ..H1000d• LID mQC74d•WW I I •� PO :"w I I I � o ��� � NQoa�Z� �a0X O� o X 6 C I M-102 w� PO � C 77 ? W III I 2 x x x x e o Z :_ a REVISIONS Q °W W No. Date Description Q ..fie # # # N = I I Cf) # # # # # - L- - - - - - - - - - - - - - - J - - - - - � - - - - - - - PROJECT NO.: - - - I- - - - - - - - - - - -B w - � - - - °e- - - - - - - - - - - - - - - - -M-lo3 - 01? op P - 24035o DRAWN BY: 0 Q I 2 M-104IA W8" - do do oP op-op- -x- -x- -x- x o o BE _ CHECKED BY: wo R Ll S 8"SS 8„SS- 8„SS o DATE: J 0 - 8/ SS 8"SS S S S S S S W W W 5/7/2025 w °P� S S W. CAMELIA AVE. SHEETNUMBER R E T LANDSCAPE PLAN PP2.0 0 N 20 0 20 40 60 I ■ SCALE: I"= 20'-0" 1 2 3 4 5 6 7 8 1 9 1 10 1 11 1 12 13 1 14 15 OKIGI\V S"KV/Y ON /II - A IDAHO SURVEY GROUP PRESSURIZED IRRIGATION NOTES UTILITY LEGEND IRRIGATION CONSTRUCTION NOTES °p°°000000000000 o�°° .�E 0 I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC / W / / EXISTING 12" WATER MAIN o°°° FFz�TZ BRF y�°O°oo I. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING ITS LENGTH. PLACE THE TAPE BETWEEN 51X (6) INCHES BELOW THE SURFACE AND EIGHTEEN (IS) INCHES o 2 g wg•• 8" WATER MAIN UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. o ABOVE THE TOP OF THE PIPE. o 2. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TA w 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, o� gn/126�56 �o TAGS CARRYING THE WARNING 2. ~o 0 MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS. oo s o DANGER-UNSAFE WATER(OR EQUIVALENT). W611 6 WATER LINE 3. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND 3. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. °°oo Poi° WATER, AND LOCATE THEM A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC, R16HT-OF-WAY. 0 FIRE HYDRANT 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. oo°oN�o o�oo°°ooLu 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 IRRIGATION PLAN. o WHERE IT 15 NECESSARY FOR 5EWER (SANITARY 5EWER, STORM DRAIN, AND IRRIGATION) AND WATER FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED Z LINES TO GRO55 EACH OTHER, AND THE 5EWER LINE 15 LE55 THAN EIGHTEEN (15) INCHES 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 GLA55 200 A5TM 0-2241 PVG PIPE WITH STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM 15 COMPLETE. WATER-T16HT JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANGE OF TEN (10) FEET ON BOTH SIDES ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR E06E w OF WATER LINE IN ACCORDANCE WITH SECTION 550.06 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER VALVE OF PAVEMENT. PROVIDE COMPACTED BAGKFILL AS NEGE55ARY AT HARD o N 8) 0 WATER SYSTEMS (IDAPA 58.01.08). ONE FULL LENGTH OF BOTH WATER AND SEWER LINES SHALL BE SURFACE LOCATIONS. .o L CENTERED AT THE GROSSING POINT 50 THAT ALL JOINTS WILL BE AS FAR FROM THE GROSSING AS �, SINGLE WATER METER SERVICE 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED � � � IO o o POSSIBLE. IN LIEU OF GON5TRUGTIN6 OR REGON5TRUGTING THE 5EWER TO CONFORM TO WATER MAIN FOR THI5 WORK. �L E 73 & -0 Lon o w STANDARDS, THE WATER LINE MAY BE SLEEVED IN GLASS 200 PVC, FOR A DISTANCE OF TEN (10) 6 OTHVERIFY TYPE OF METER ANDRS SHALL SUPPLY AND INNSTALLATION REQUIREMENTS WILL TAP AND METER NHERE TH MUNICIPALITY OR PPLICABLE. -2-0 � �' E E i°p CD FEET ON BOTH SIDES OF THE GROSSING. a C6 0 � Y �p 5. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE SINGLE WATER METER SERVICE WATER DISTRICT. C' (a o °-�a � m N `o v o Lu WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. (GALL WATER DEPARTMENT TO VERIFY 7. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL CODES, a .o� 2, o 3 0 r z a THAT THE DEVICE 15 APPROVED FOR USE IN THE CITY.) AND MANUFACTURER'S RECOMMENDATIONS. J W(, = 1 3 L CID (L° 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT ' ' ' ' ' ' 3 "W C0 0 6. INSTALL ALL CD GRO551NG5 OF THE RIGHTS-OF-WAY WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH S S _ 10 K OF TWO-AND ONE-HALF (2-I/2) FEET AND IN AN AWWA G-q00 PIPE SLEEVE WITH LOCATOR WIRE. THE EXISTING SEWER LINE TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS.cl. CONTRACTOR SHALL REFER TO 5PEGIFICATION5 AND DETAIL PRANIN65 FOR PUBLIC WORK5 DEPARTMENT SHALL INSPECT GRO551N65 PRIOR TO BACKFILLING. ADDITIONAL REQUIREMENTS. 7. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE IRRIGATION MAINS 8..SS PROP05ED 8" 5EWER MAIN 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND o TRAVERSE A SIDE LOT LINE IN ORDER TO GROSS A STREET, THE DOMESTIC WATER SERVICE AND ORDINANCES. PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. 11. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE A5-BUILT DRAWING ON )� w 8. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUNDS PER SQUARE INCH O SANITARY SEWER MANHOLE MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO , (PSI). FINAL PAYMENT. G. THE NAMPA AND MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED IRRIGATION PROPOSED SEWER SERVICE LINE 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN z UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT PRIOR EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS TO THE PRECONSTRUCTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE 15 REQUIRED. ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN 10. IRRIGATION PIPE SHALL BE GA5KETED PVC, A5TM-02241 GLA55 200, 5DR-21 OR BETTER. GRAVITY IRRIGATION PIPE THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. o 11. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS AND/OR PUMP OUT 13. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND STATIONS AS SHOWN ON PLANS. F r EXISTING PRESSURE IRRIGATION 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 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAW5 OR DEFECTS OF THE I Z "A" BAGKFILL REQUIREMENTS PER I5PWC SECTION 306 AND SHALL MEET ADA COUNTY HIGHWAY a ■ ■ ■ PROPOSED PRESSURE IRRIGATION QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF ° DISTRICT (AGHO) REQUIREMENTS. PIPES SHALL BE BEDDED PER I5PWG SECTION 305. THI5 SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE Z X SERVICE STUB PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. 1 w w �Q• AIR RELEASE VALVE 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. w FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS r�j o PRIOR TO CONSTRUCTION AND PROVIDE NEGE55ARY ADJUSTMENTS. ' o rn ai I6. ALL MAIN LINE FITTIN65 SHALL BE DUCTILE IRON PUSH ON TYPE MEETING NMID w I of I LO �� 0) N STANDARDS UNLESS NOTED FOR LATERAL SERVICE. w c o to ^LL N o o CALLOUT LEGEND 17. IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM CO)°0� z O o 17 REMAINS OPERABLE DURING CONSTRUCTION. Copyright©2025 rn O W `"' Z O U_ coo 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY All rights reserved. Reproduction or use in any form o 1 CONNECT 8 WATER MAIN TO EXISTING WATER MAIN IN 4TH STREET. orb any means without written permission of 2 H N Q) cv z 1C0 � z z � 0 N RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLACED WITH NEW PRODUCTS OF erection and Design,Inc.isunawfu and subject to 0 Z + N U U w M o? „ EQUAL OR GREATER VALUE BY THE IRRIGATION GONTRACTOR, AT NO EXPENSE TO criminal prosecution. af N N _ = Q > > g r` o> 2 INSTALL 8 WATER VALVE. THE OWNER. cn cn cn ao Q g a z co U.) w 2600 w U) U) � � 60 C� + rn z IC,. GONTRAGTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING = Q M N C) 3 CONNECT 8" SEWER MAIN TO EXISTING SEWER MAIN AND MANHOLE. OPERATIONS TO ENSURE HEAD TO HEAD GOVERA6E AND TO BE FLUSH WITH NEW x Q FINISH GRADES. o w �vi u~i So 4 INSTALL 8" PVC, WATER MAIN AT DISTANGE NOTED. 20. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL GONTAMINATION Z w INSTALL 8" PVC, SEWER MAIN AT DISTANCE AND SLOPE NOTED. DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION 5 SYSTEM. o 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 PROFESSIONAL. DRAWING W8. Q Z _ O NAMPA MERIDIAN IRRIGATION 10 INSTALL SANITARY SEWER MANHOLE AT TERMINATION OF SEWER MAIN LINE. W N LL MAINTAIN 18" VERTICAL SEPARATION BETWEEN POTABLE/NON-POTABLE LINES Z 0 2540 232.14 LF OF 8"PVC @ 0.60% () @ = O PER CITY OF MERIDIAN WATER NOTES DISTRICT NOTES LIJ Lu w 141 LF C-C OF 8"PVC 0.53% O GMERIDIAN INSTALL I" WATER SERVICE LINE AND SINGLE J" WATER METER PER CITY OF1. THE NAMPA MERIDIAN IRRIGATION 015TRIGT SHALL INSPECT ALL PRE55URIZED 2013 SUPPLEMENTAL SPECIFICATIONS, SD-WI. IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND N 2585 INSTALL I" WATER SERVICE LINE AND DOUBLE J" WATER METER PER CITY OF MAINTENANCE IS IN EFFECT PRIOR TO THE PREGONSTRUGTION MEETING. 0 @MERIDIAN 2013 SUPPLEMENTAL SPECIFICATIONS, SD-W3. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. O Q 2. REFER TO NAMPA MERIDIAN IRRIGATION 015TRIGT "PRESSURE URBAN IRRIGATION C U)u? U)'t ry N -O t-,z Q ry N 5PEGIFIGATION5" FOR ADDITIONAL INFORMATION AND REQUIREMENTS. w N d)(J d) d) dJ t= r- o 4 PVC, PRESSURE IRRIGATION LINE. LENGTH PER F �� CD 11 PLANS Q > N N N N N N NCD O INSTALL SERVICE STUB. SIZE A5 J" UNLESS -0+20 0+00 I+00 2+00 3+00 4+00 12 OTHERWISE NOTED O 13 INSTALL END GAP FOR FUTURE CONNECTION J I--� 3 T SANITARY SEWER PROFILE GCONNECT TO EXISTING PRESSURE IRRIGATION LINE IN Q1LCIO 30 O 30 60 q0 THIS LOCATION > J INSTALL TEE (FL6XFL6XFL6), GATE VALVE (FL6XMJ), / I--- SCALE: I"= 30'-0" 0 AND THRUST BLOCK. SIZE A5 INDICATED.LU z E Nf - `✓✓.- 16 AIR RELEASE VALVE o � CIO 0 DEG. ELBOW WITH GONGRETE THRUST BLOCK UJ 0_ coUJ � �� G a 4"X4"X4" 15 14 I o - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - UT- - - - UT- - - - - UT 16 U X-XTx-X-X-x-X-X- ° X X- x-x-x x x-x-x-x-x-x-X-X-X-X-X-xt- I x-x1 Y.1 cn _ - IR IR - - _ IR IR IR IR IR IR IR IR • - I W W 3LF 11 - � - - - p x - 17 12 _ 12 12 12 13 CIO 0 � X G D_ Ch W 3 co'Ya c_ Q C X I W m a C J \ o zWd' LLZH X1 DQf.1' a12WIII I X-X-X P n aZ WQO2 No a2LZ� II i I �a�� 7W C X Z �7 III P I W W W REVISIONS No. Date Description C, # # # N co x 0 °Q 0 # # # � I - - _ - -_ -_ _- -_ - - - - - - / 10 - - - - - °e- - - - - C/) P PROJECT NO.: o I 6 " 394 LF 8" PIPE w °P 1 24035 FH J B DRAWN BY: 2 o W d0 d0 °P OP-oP P -x- -x- BE z -x- x Alt ItAt - J 8 8 CHECKED BY: - - - - - - UP13 g 0 1 O°' AC, JB 8 SS ISS 8••55 G u� R 232 LF 8" PIPE 8 SS 8"SS G G � DATE: J 0 7 0 0.6% SLOPE rJ S S S S S S S o W 5/7/2025 w N °P�o W. CAM ELIA AVE. pr SHEET NUMBER Aco T UTILITY PLAN PP3.0 L N 20 0 20 40 60 SCALE: I"= 20'-0" 1 2 1 3 1 4 1 5 16 7 1 8 19 10 11 12 13 1 14 1 15