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PZ - Public Utility Plans PARADIGM hIGN GEM INNOVATION SCHOOL ARCHITECTS I ENGINEERS ini HENRICKSON 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING Phoenix, AZ 85040 100 Grandville,Suite 030 (602) 374-4066 Grand Rapids,MI49503 616.458.5554 Grand Rapids I Phoenix I Traverse City 5390 Nwww.paradigmae.com MCDERMOTT ROAD ■ JOB#1912192PH FIRM#3856 (EXP.01/31/2021) MERIDIAN , IDAHO c-)S\pNAL F O4<� GE iV (L 15063 (P o 9TF P� o_ M. N �� O `9 cq cj VICINITY MAP , SITE LOCATION MAP WILLIS M. HADLOCK JR., P.E. NOT TO SCALE 7 7 V-,,, i NOT TO SCALE ID - REGISTRATION #1 S063 _ EXP. DATE ❑1/31/2021 N. FILBERT WAY _ _ � _ m — - - — — — 0 W. CHINDEN BLVD. I � I I o N \ / I = U) cy) o M \ — — co .c O > co Q cm _ L 0 Q U ADA COUNTY CURRENT ZONING: R-4 — — o SITE QCi MEDIUM-LOW DENSITY RESIDENTIAL ¢ o IDAHO FUTURE THE OAKS NORTH PHASE 9 0 LOCATION Q w LU � W CIO z z q = S01°00'44"W 774.77' W = r — x x W. MCMILLAN RD.oc Y o NN z I CURRENT ZONING: RUT a N o I RURAL URBAN TRANSITION a FIVE MILE CREE w q CURRENT USE:AGRICULTURAL K LU U PROPOSED ZONING: R-15 Lo g z o Q J MEDIUM-HIGH DENSITY RESIDENTIAL '— W m 5390 N. MCDERMOTT ROAD SECTION 28, TOWN 04 N, o �I PROPOSED USE:EDUCATIONAL FACILITY --1 W m RANGE 01 W w CITY OF MERIDIAN 43039'13" N, 116028'22"W O o ADA COUNTY, IDAHO PARCEL#: SO428325600 0 Z I� n Y 3 Cr N LEGAL DESCRIPTION: 1 IIo (PREPARED BY FOX LAND SURVEYS 03/03/2020) o W SHEET INDEX Q cc A PARCEL OF LAND WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 I I I o U C 001 COVER SHEET w OF SECTION 28,TOWNSHIP 4 NORTH, RANGE 1WEST, BOISE MERIDIAN,ADA COUNTY, IDAHO,AND i I4. rn U o MORE PARTICULARLY DESCRIBED AS FOLLOWS: C 101 EXISTING CONDITIONS&DEMOLITION PLAN — — C 102 SITE PLAN Uj z COMMENCING AT THE SOUTHWEST CORNER OF SECTION 28 MONUMENTED BY A FOUND BRASS — C-103 FIRE ACCESS PLAN o CAP AS DESCRIBED IN CP&F INSTRUMENT NO.2019-017185 AT THE INTERSECTION OF N. ----- - -------- -------FEEFFEI C-104 TRAFFIC CIRCULATION PLAN H w MCDERMOTT ROAD AND W. MCMILLAN ROAD,THENCE ALONG THE SECTION LINE, NORTH 01°00'44" C-105 UTILITY PLAN O EAST, 1315.33 FEET TO THE S1/16 CORNER TO SECTIONS 28&29,THE SOUTHWEST CORNER OF C 106 ONSITE WATER MAIN PLAN AND PROFILE i THE GEM PREP MERIDIAN NORTH PARCEL AND THE POINT OF BEGINNING;THENCE CONTINUING ■ I v Z NORTH 01°00'44"EAST,774.50 FEET TO THE NORTHWEST CORNER OF THE GEM PREP MERIDIAN _ _ C-107 ONSITE WATER MAIN PLAN AND PROFILE '�' NORTH C-108 OFFSITE WATER MAIN PLAN AND PROFILE w O Z PARCEL AND THE EXISTING LIMITS OF MERIDIAN CITY;THENCE ALONG THE EXISTING LIMITS OF U_ _ 1 C-109 ONSITE SANITARY SEWER PLAN&PROFILE r MERIDIAN CITY AND THE OAKS NORTH PRELIMINARY PLAT BOUNDARY,SOUTH 89'21'13"EAST, I > 450.06 FEET TO THE NORTHEAST CORNER OF THE GEM PREP MERIDIAN NORTH PARCEL; �� C-110 OFFSITE SANITARY SEWER PLAN&PROFILE O THENCE CONTINUING ALONG THE EXISTING LIMITS OF MERIDIAN CITY AND THE OAKS NORTH PRELIMINARY PLAT BOUNDARY,SOUTH 01 0044"WEST,774.77 FEET TO THE SOUTHEAST CORNER OF THE GEM PREP MERIDIAN NORTH PARCEL;THENCE ALONG THE EXISTING LIMITS OF MERIDIAN - - - � I \\ I I w CITY AND THE OAKWIND PRELIMINARY PLAT BOUNDARY, NORTH 89 1910"WEST,450.06 FEET TO \ THE POINT OF BEGINNING. CONTAINING 8.00 ACRES MORE OR LESS. 0 SURVEY PROVIDED BY: 0 TOPOGRAPHIC SURVEY PROVIDED BY FOX LAND SURVEYS, INC ON A DRAWING TITLED TOPOGRAPHIC SURVEY, DATED JANUARY 23,2020. - S01°0044"IN 540.97' N. MCDERMOTT RD. N01°0044"E 774.50' S01°0044"W 1315.33' CONTROL POINT: CP#1: CPT.58F.SLS.CONTROLPOINT ELEVATION 2527.09 NORTHING 724549.59 EASTING 24336978.28 DEVELOPMENT REFERENCE: VERTICAL DATUM (NAVD 88): OWNER: GEM INNOVATION SCHOOLS 2750 E GALA ST. THE REFERENCE BENCHMARK FOR THIS SURVEY IS THE NATIONAL CORS NETWORK, ELEVATION MERIDIAN, ID 83642 J' BROUGHT TO SITE VIA STATIC GPS OBSERVATIONS AND PROCESSED USINT THE NATIONAL (208)672-1109 GEODETIC SURVEY"OPUS"UTILITY AND STARNET POST-PROCESSING SOFTWARE. HORIZONTAL DATUM (NAD 83): DESIGN BOUMA USA CIVIL ENGINEER: PARADIGM DESIGN V BUILDER: 445 PETTIS AVENUE S.E.,SUITE 201 4650 E COTTON CENTER BLVD,SUITE 110 THIS PROJECT IS PROJECTED TO THE IDAHO STATE PLANE COORDINATE SYSTEM, NAD 83 DATUM, ADA, MI 49301 PHOENIX,AZ 85040 Q WEST ZONE. (616)682-6100 (602)374-4066 50 S Cole Rd GROUND COORDINATES WERE ACHIEVED BY APPLYING A COMBINED SCALE FACTOR OF PAULBIERLEIN@BOUMAUSA.COM BHADLOCK@PARADIGMAE.COM ) DIGLinBoise, 585 1.000000000 ABOUT THE ORIGIN ( E.Iinc_ 800-342-185 ARCHITECT: HENRICKSON ARCHITECTURE SURVEYOR: FOX LAND SURVEYS, INC �� P r��7fe; f �, 208-342-1585 FLOODPLAIN DATA: 100 GRANDVILLE AVE.,SUITE 030 680 S. PROGRESS AVE.,SUITE 2B GRAND RAPIDS, MI 49503 MERIDIAN, ID 83642 THE ENTIRE SITE IS DESIGNATED"ZONE X,AREA OF MINIMAL FLOOD HAZARD"ACCORDING TO (616)458-5554 (208)342-7957 DRAWN BY: JLHENRICKSONAP.COM FLOOD INSURANCE RATE MAP(FIRM)NUMBER 16001C0140H, EFFECTIVE DATE:02/19/2003, DAN @ CHECKED: DF NATIONAL FLOOD INSURANCE PROGRAM,AS PUBLISHED BY FEMA. NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR COVER SHEET STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE WETLAND DATA: RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY N THERE ARE NO WETLANDS ON THE SUBJECT PROPERTY BASED ON MAPPING PUBLISHED BY THE MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR U.S. FISH&WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY MAPS. FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 1912192PH POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN 0 60' 120' THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. CM001 SITE LOCATION MAP NOT TO SCALE W.CHINDEN BLVD. PARADIGM DESIGN ARCHITECTS I ENGINEERS HENRICKSON 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING Phoenix,AZ 85040 100 Grandville,Suite 030 ci (602)374-4066 Grand Rapids,MI 49503 SITE Q 616.458.5554 � U Grand Rapids I Phoenix I Traverse City LOCATION Q www.paradigmae.com U on � on II z z JOB#1912192PH FIRM#3856 (EXP.01/31/2021) m 00 r- I m W.MCMILLAN RD. L}1 ui Ln �; u i N N I I N N Ln q CLn N N Ln w ' Ln N N N N _ N x _ > c S I c rn FIVE MILE CREEK 00o c - - mq'ttLnaa11 �° � LUa-IN �S\QTIA�FN CURRENT ZONING: R-4 Ln ° N a = o FV o���?C'ENSFo6',,y� MEDIUM-LOW DENSITY RESIDENTIAL CL N I Q N ° y LHzLUV) co I ° � 0 15063 �L � z3 0 N� O \ 5390 N. MCDERMOTT ROAD SECTION 28, TOWN 04 N, RANGE 01 W -� � o 12 PVC I I REMOVE&SALVAGE EXISTING a Inv 2528.35' I-2528— �252a� 12"IRRIGATION PIPE. CITY OF MERIDIAN 43 3913 N, 116 2822 W M �p \ � � ADA COUNTY, IDAHO PARCEL#: SO428325600 �� S01°00'44"IN 774.77' �� `D O _ O �T -2529 IR IR IR IR R"' IR IR IR IR IR IR IR IR IR IR IR R IR R IR R IR R IR IR IR I IR IR , 12 REAR BUILDING SETBACK - 2528— I SURVEY PROVIDED BY: 2528— l I WILLIS M. HADLOCK JR., P.E. I(r 01-7 IG DATE OI3 REGISTRATION ir.3 5o \' _2 xo r I\ N N TOPOGRAPHIC SURVEY PROVIDED BY FOX LAND SURVEYS, INC ON A DRAWING TITLED D E XP \ a S2e ca O1 1° Ln00 I I TOPOGRAPHIC SURVEY, DATED JANUARY 23,2020. II I ° N Cl Ln � I I I I —2528— \ EXISTING R \ a 1 " N N N Iri I n In In � I o a � C N N N N I CONTROL POINT: I \ BUILDING( ) o a p � � E I o a a' o vt1 L o Icli N a-+ = I, ° j Coo III M j CP#1: CPT.58F.SLS.CONTROLPOINT ' o I � ELEVATION 2527.09 \ ° ° NORTHING 724549.59 Q co z N LU / EASTING 24336978.28 O \ I I \ a t7 c� 1 a o z 1 N EXISTING 30 / I I ' C Z ? o al ° a o I I VERTICAL DATUM NAVD 88 : \ I ►- o \ = I CREASON a , I '7 a o N o LATERAL w I "' 1—" II EA EMENT THE REFERENCE BENCHMARK FOR THIS SURVEY IS THE NATIONAL CORS NETWORK, ELEVATION w w I I \ I \ o a a ° XI oI I I S BROUGHT TO SITE VIA STATIC GPS OBSERVATIONS AND PROCESSED USINT THE NATIONAL °� ° GEODETIC SURVEY"OPUS"UTILITY AND STARNET POST-PROCESSING SOFTWARE. a �I REMOVE EXISTING IRRIGATION DITCH. I \ z z I \\� \ ° ° I I IIII H HORIZONTAL DATUM NAD 83 : o `� BACKFILL&COMPACT DITCH. I In I° °tl a ( ) - s I ° I IIII I I w z of � E.), THIS PROJECT IS PROJECTED TO THE IDAHO STATE PLANE COORDINATE SYSTEM, NAD 83 DATUM, } �EXISTIM \/ a° a° I I I I ~ WEST ZONE. w \ BUILDING(R)\ o= I I I_ I I I� GROUND COORDINATES WERE ACHIEVED BY APPLYING A COMBINED SCALE FACTOR OF cl� o CURRENT ZONING: RUT \ I � I I I 1.000000000 ABOUT THE ORIGIN(0,0). i o_ ���\ s� �\ RURAL URBAN TRANSITION / I t s I I I Q \ --I I _ a — CURRENT USE:AGRICULTURAL, RESIDENTIAL I Q DEMOLITION NOTES. lc_ 16 N W I w i/ / z z \ I II I° a o I I I POWER POLES TO BE REMOVED BY OTHERS. Iof \ ti \ —2527 II I W x n O OO I z = \ x = I / / I I I I I� GROUNDWATER MONITORING WELLS TO BE REMOVED PRIOR TO CONSTRUCTION. to i \ I \ I I � x REMOVE EXISTING SEPTIC SYSTEM \ / I I I I I I (U O Z Q I I &CONNECTIONS IN ACCORDANCE o Q Q 3 N EXISTING PUMP HOUSE TO BE ry \ I // / WITH AGENCY STANDARDS. \ I I I I I I Q U REMOVED IN ACCORDANCE I a / I } I I Iof \ Q I WITH AGENCY STANDARDS. I__,,, �� w I I � I I II I of 1 I I N Lu o Y EXISTING SEPTIC U Z I I � Pump II I FIELD(APPROX. w I I I House III � III v EXISTING LEGEND I LOCATION) I o . 01I ; M I I IIII ' INAIL IN I I I I I ® CONTROL POINT QO PROPERTY IRON ® MONUMENT HER _j o Oof N UTILITY POLE WITH w � \ I _ � � ® T-POST MONUMENT Px O COMMUNICATIONS O� = F \ a a I \ I I III I II I s TRANSFORMER RISER v \I �I I / I I N N POTABLE WATER WELL MONITORING WELL z � N Ln B0 N CD I I I \ \ I I \ w m �_�\II w •" \� I \\ I IIIINI -IIIII II I IIII a °° BITUMINOUS x N 2 EXISTING WELLS TO BE 000 co 00ABANDONED IN ACCORDANCE LU N Ln G— D CENTER LINE WITH AGENCY STANDARDS. (D z Ln E _ PROPERTY LINE z N M o U --2530 — - -2529— - CONTOUR LINE. o o o oo w _ •� II I I I ~ �° "' ~ IR IR IR IR IR— IRRIGATION PIPE m 35'LANDSCAPEBUFFER _ — — — — — — — — \ N � OH-E OH-E OVERHEAD ELECTRIC J — — — — — — �— — REMOVE EXISTING I 25 FRONT BUILDING SETBACK I UNDERGROUND CABLE _ IRRIGATION PIPE. 12" PVC REMOVE EXISTING GRAVEL ALONG MCDERMOTT RD \ Inv 2 25 20' I I r X I Top 2526.0Z'�� � FOR PROPOSED ROADWAY IMPROVEMENTS.SAWCUT&REMOVE _ _ I� I \I �— 1 \��I I dusted, Full of Dirt k M ��� , EXISTING BITUMINOUS PAVEMENT(MAINTAIN CLEAN EDGE). \\ ]` —�\ �) II — x — IR i a _ 2528—�, _ — DEMOLITION LEGEND —�— ———————————— -- _— \ — 27 _ ___ =' — # _ _ ---- — __________ ------------ -- —— n ❑ O O REMOVE THESE ITEMS — _ _ — _ _ — 25 0o ch w w P R N N M U0 ,1 REMOVE BUILDING&APPURTENANCES N S01°00'44"W 540.97' z N. MCDERMOTT D E R M 0 TT R D. N01°00'44"E 774.50' \ S01 00'44"W 131 33' " N"M I�\/11/11/11/ — N I- C) - (R) — w REMOVE CONCRETE&SIDEWALK -OH-E -0H+ OH ()H-E - 1 REMOVE BITUMINOUS Irrigation Head Wall Top 2528.35' I L — — — — — REMOVE GRAVEL Top CMP Squash Inv 2528.85' REMOVE THESE ITEMS E 42" CMP Inv 2524.85' — — — — — — — — — — REMOVE CURB J — — —oH-E— — — — -OH-E- — — REMOVE OVERHEAD ELECTRICAL Z — x — — — x — REMOVE FENCE ['1 50 S Cole Rd Boise, ID 837 DIGUine—Inc- 800-342---1585 9 — ——— —— —— = 208-342-1585 Call Before 'YouDig! DRAWN BY: JL CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR EXISTING STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE CONDITIONS & RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY N DEMOLITION PLAN MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 1912192PH POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. 0 4o so' cmi 01 PARADIGM DESIGN ARCHITECTS I ENGINEERS HENRICKSON 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING Phoenix,AZ 85040 100 Grandville,Suite 030 (602)374-4066 Grand Rapids,MI 49503 616.458.5554 Grand Rapids I Phoenix I Traverse City www.paradigmae.com I I GENERAL NOTES: JOB#1912192PH I I EXISTING30'CREASON FIRM#3856 (EXP.01/31/2021) 1 LATERAL EASEMENT ALL DIMENSIONS SHOWN TO CONCRETE CURB AND GUTTER ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. V I I I ALL PAVEMENT MARKINGS SHALL BE 4"WIDE. STANDARD PARKING SPACES SHALL BE MARKED IN I YELLOW AND BARRIER FREE SPACES IN BLUE. EACH BARRIER FREE SPACE SHALL BE PROVIDED I L.I j FUTURE MULTI-USE PATHWAY WITH A PAINTED PAVEMENT SYMBOL,A PRECAST CONCRETE BUMPER BLOCK,AND A SIGN PER �gSGENsFNc, J I (BY OTHERS) THE MANUAL OF UNIFORM TRAFFIC CONTROLS.CID NEIGHBORHOOD I a A �\ PEDESTRIAN i 1 O i 1 I N� 15063 O CONNECTION I D 1 I ,9 o SWING GATE WITH FIRE PROTECTION (MICRO PATH) 1 �- -� SITE DATA: 6 FT TALL CHAIN LINK FENCE HARDWARE/BREAKAWAY GATE I i-I LOT SIZE: 8.00 ACRES(348,585 SFT) F O `o VINYL COATED, BLACK I PROPOSED 30 WATER L_, I ItiJ �- I 0 ❑ CURRENT ZONING: RUT-RURAL URBAN TRANSITION H i) cq S01°00'44"W 774.77' I I I &SEWER EASEMENT ; r 00 O - PROPOSED ZONING: R 15 MEDIUM HIGH DENSITY RESIDENTIAL cc X x X X 270' X x X X X x - X I O PROPOSED USE: EDUCATIONAL FACILITY - 11 IR R IR 133 R R -ip1 � T.�� - J ( � 12'REARBUILDING TBACK E- I -- U-----------------� MINIMUM LOT WIDTH: 40' ° ' I I ID - REGISTRATION #1 5063 H1$ y 1 L_ (D EXISTING WILLIS M. HADLOCK JR., P.E. I I - i 1\ N 1 0 oz J 1 1 I MAXIMUM BUILDING HEIGHT: 35' 30 CREASON EXP. DATE ❑1/31/2021 1 ¢o I I LATERAL PROPOSED ZONING: R-15 �' �� o : m EASEMENT FRONT BUILDING SETBACK: 25' x ; / r - - SIDE BUILDING SETBACK: 5' MEDIUM-HIGH DENSITY RESIDENTIAL ' � ' d Ico Q 01 I I REAR BUILDING SETBACK: 12' I I PROPOSED USE:EDUCATIONAL FACILITY (D HARD TOP PLAY AREA I I I I STREET LANDSCAPE BUFFER: 35'(MCDERMOTT ROAD) o F���� I� I� ;�, � 3.0' 3.0' I I 167.T 1 I 1 PROPOSED BUILDING SIZE: 42,398 SFT �, '0 Y�Lu �'' 70.0' 30.5' .0 30.5' I I� I II� PARKING DATA: < "~ BIKE RACK I0° I 1 1 REQUIRED PARKING: 106 SPACES O c� �, MASONRY DUMPSTER I I I I I z Z PROPOSED PLAY FIELD I 1_ o Iz 0 1 SPACE PER 400 SFT OF GFA 42,398 o �, ENCLOSURE(SEE I I I 1 I I o ( � Z � " 3.0' ARCHITECTURAL PLANS) I I 1 �m =105.99 SPACES) a I o I Iw 1 31.0' 9 0, PROPOSED 1 1 I I o PROPOSED PARKING: 110 SPACES Uj I `r • , M 20'WATER 1 I 1 t I (INCLUDES 5 BARRIER FREE SPACES (55 SPACES BEHIND BUILDING FACE) I I� o rn EASEMENTo I j� �I i 1 1 "' AND 11 VISITOR SPACES) LU 1 I co X X X X co � I �m I 1 1 PARKING SPACE: 9'x 19' 0 �' (cca OUTDOOR I 1 z l I 1 Q 1 1r DRIVE AISLE: 25'MIN. 2 I I PROPOSED TETHERBALL COMMONS � I I 1 ; II } I REQUIRED BICYCLE PARKING: 5 SPACES 129.8' 19.5' 26' 19.5' 6' 2.0' 1.0' 1.0' AREA I a I I 1 m 1 (1 SPACE PER 25 VEHICLE SPACES w 5' 48.0' 50.7' 20.0' 74.0' 28.0' cn co I I =4.4 SPACES) 0 PROPOSED PLAY STRUCTURE Ln m I I I I PROPOSED M 7,3' I I 1 - 1 6.1' I `rcn PROPOSED BICYCLE PARKING: 12 SPACES STORMWATER PROPOSED BUILDING 3.0' 21.0' 15' I 25' 1jr19.5' 26' 19S 11' 13' 1 10' 5' 0 0 BASIN FFE=2529.50 TRAFFIC DATA: 42,398 SFT ELECTRICAL rn 1 I i ( ) o I 3.0' TRANSFORMER 3.0' I I EXISTING SPEED LIMIT 50 MPH MCDERMOTT ROAD LL z PROPOSED 20' I I 1 PROPOSED SPEED LIMIT DURING SCHOOL HOURS 20 MPH Q I I O WATER EASEMENT M X Icn I I I 1 Z OQO� 50.7' 20.0' 76.0' 12.0' 40.0' j m I I 1 I Q 3 Q� O 48.0' 26.0' 70.0' 40.0 1 I Z Q 2.0' 1.0' 1.0' 2.0' 2.0' 2.0' I 1 z NEIGHBORHOOD I I I I PROPOSED VEHICULAR ❑_ t 1 I I j 14 MULTI USE Q U CONNECTION ----- ------- ----- 1 I w R60' BUS DROP-OFF AREA(ALONG CURB ONLY) ------ - o- FIRE DEPT. I I I EASEMENT ®� - o I BOLLARDS(6) I I I Lu Z �= FIRE DEPT.BOLLARDS(8) J F BYPASS LANE(NO DROP-OFF OR PICKUP) N BYPASS LANE(NO DROP-OFF OR PICKUP) --- 1 1 PROPOSED o - ------------- ----- �N o _ �- -- ------------------------------- j USE w PATHWAY HVISITOR PARKING 1 PROPOSED H w Q ' ` --d- - - - 11 SPACES 25' I 30'SEWER 0 0 F7 F 9' -' y I I EASEMENT O w PROPOSED (TYP)8' 8' 8' 8' 9' 8' 8' SECONDARY I I tzi STORMWATER N 5' �1 I I I EXISTING LEGEND H SIGN PROPOSED I I i z h BASIN I I NAIL IN WASHER W O , LU I I \ �1• � STORMWATER I I 1 I (0 CONTROL POINT 0PROPERTY IRON ® MONUMENT \ �. 33' 5' PROPOSED \ \ BASIN i i 27 i ® BRASS CAP ALUMINUM CAP T T T-POST MONUMENT 0 MONUMENT MONUMENT Z I I STORMWATER a' I Ij C BITUMINOUS Z 16.5' 16.5' BASIN 1 I 1 1 - - - FUTURE ( - - N AVAILABLE QUEUING LENGTH=1,514' /1 - I I CENTER LINE MULTI-USE PATHWAY •-� ELECTRONIC SIGN I I 35'LANDSCAPEBUFFER]y - - I I I 1 � � � � � � � � PROPERTY LINE (BY OTHERS) - - - - -- - - - - - -I - I OVERHEAD ELECTRIC J I I , _ _ PROPOSED BERM - 25'FRONT BUILDING SETBACK BERM C- BERM ❑ I SCHOOL - - - - - --------- BERMS - - - - - - y -------- ---- ----_ ---------- ---------- ------- 1 FLASHER -I ✓'� -------- 1 .ti -------------- a o 200' ------ ------ r'�'- - --- _____ _ PROPOSED LEGEND - ----------- o ----------- v O N a o HALF-STREET ROAD CONSTRUCTION PROPOSED 14' PROPOSED 10' o # BARRIER FREE SIGN VISITOR PARKING SIGN F FIRE LANE SIGN C\jCO LU " Of MULTI-USE EASEMENT MULTI-USE PATHWAY BUS ENTRY ' M N ICL S01°00'44"W 540,97' z N, M C D E RM OTT RD. N01°00'44"E 774.50' ENTRANCE ONLY SIGN S01°00'44"IN 1315.33�M BUMPER BLOCK LANDING AREA ❑ SIDEWALK RAMP # N c; o -C- HYDRANT TRAFFIC FLOW SCHOOL FLASHER W -OH-E -OH-E OH-E < OH-E- CONCRETESIDEWALK 200' PROPOSED CONCRETE PAVEMENT ,_ SCHOOL FLASHER STANDARD DUTY BITUMINOUS !� STANDARD CURB&GUTTER J LANDSCAPE CURB jiz� POND I BASIN n G O 50 S Cole Rd Boise, ID 837 DIGUII Il � ev--Inc- 800-342--1585 9 = Call Before Yc�u Laic ! 208-342-1585 DRAWN BY: JL CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR SITE PLAN STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS A' SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY I V MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 1912192PH POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. 0 4o so' C=1 02 PARADIGM hIGN ARCHITECTS I ENGINEERS ini HENRICKSON 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING Phoenix, AZ 85040 100 Grandville,Suite 030 (602) 374-4066 Grand Rapids,M149503 616.458.5554 Grand Rapids I Phoenix I Traverse City www.paradigmae.com JOB#1912192PH o WIF_ EXISTING30'CREASON FIRM#3856 (EXP.01/31/2021) LATERAL EASEMENT S\pNAL5 wj NO PARKING-FIRE LANE o���?G�"sFOC'2� m I SIGN, 12 INCH x 18 INCH WHITE REFLECTIVE I Q7 BACKGROUND WITH RED LETTERS (TYP.) a 15063 I \� RED PAINTED CURB i I I 0 11 �'A o ALONG FIRE LANE (TYP.) I C) I 9TF V_ o I i PROPOSED 30'WATER I ' I M. H �� S�00'44�7 7'NOT 1 I 1 &SEWER EASEMENT 010 IR IR IR IR R IR R I IR IR IR IR IR IF R— it IR — R IR Ik —IR P IR R R p I N f- ----- R I " , •a " • EXISTING " WILLIS M. HADLOCK Jrz., P.E. I I I 30'CREASON ID - REGISTRATION # EXP. DATE ❑1/31/2022D21 " " •" _ < I 1 LATERAL _n I I EASEMENT I I ~ • ,, - 1 I I 1 I o " I Y •" ." �� I I T I 1 Y � � � o HOSE LAY " " �•• :". K I I I I O Q co �lo� • ;, " I I I I I z � .2 Z ,z Id " 1 I I I j I � Q w I 40' / PROPOSED r I I o w d Io HOSE LAY 20'WATER 1 I I I I wl o I I 1 "' I LU � EASEMENT I I 1 I I � �� X X X I I I i I 0 FL ml PROPOSED BUILDING I 1 I I r I I U \ FFE=2529.500 I I 1 1 --- 42,408 SFT I I _j I 1 Z N 1 I I I on 0 T FIRE HYDRANT LOCATION 1 1 j I I �LO � I I \ I I FIRE HYDRANT LOCATION oz J i I , I I I, NO PARKING-FIRE LANE I _j I o T SIGN 12 INCH x 18 INCH WHITE REFLECTIVE — J PROPOSED 20' I I 1 47' l BACKGROUND WITH RED LETTERS (TYP.) 1 I I I w j z L x, WATER EASEMENT PROPOSED I I O Z - - - ROW J I I I I I 1 �. p o II Z I I + -i- ——— ---—— — — — —— I 1 PROPOSED �V\ I I j 14'MULTI-USE Q I I EASEMENT ILU� U I I 0 I z Ne LLBF BF BF BF BF -V V V V V V V V V V V T �' LU 1 I o o 00 0o I \ I NO PARKING-FIRE LANE `� PROPOSED Ir a J a SIGN, 12 INCH x 18 INCH 30'SEWER WHITE REFLECTIVE I w \ RED PAINTED CURB I F I EASEMENT NO PARKING-FIRE LANE U Z BACKGROUND WITH ALONG FIRE LANE (TYP.) j I I SIGN, 12 INCH x 18 INCH = RED LETTERS (TYP.) W I \ \ / I WHITE REFLECTIVE w o 0 I BACKGROUND WITH RED PAINTED CURB I RED LETTERS (TYP.) Z ALONG FIRE LANE (TYP.) \ _ / I I li I w z o - — — — L I==& /1 1 1 —— 35'LANDSCAPE BUFFER]y — — — — 1 F w I ' I�\25'FRONT BUILDING SETBACK _ I — —— — ——————————————————— — —_ ————— ___ J f-t-1-�-f --- — -----------_ ———— ------ -- — O I I I T L O Wiwi 1Y 27' PROPOSED PROPOSED 14' w MULTI-USE EASEMENT G RQW J — — S01°00'44"W 540,97' o N. MC D E R MO TT R D. N01'00'44"E 774.50' SO 1'00'44"W 1315.33' z uc-c— -F OHE W cl� -oH-E d OH-E— off-E off-F OH-E OH_E ;)H-E -OH-E PROPOSED LEGEND ED WATER METER `p' HYDRANT WATER VALVE FIRE APPARATUS ACCESS ROAD WATER MAIN WATER SERVICE J HOSE LAY r., —FL— —FL— FIRE LANE(NOT MARKED IN FIELD) V 50 S Cole Rd DIGLin Boise, 2- 585____ E.Iinc_ 800-342-1585 Call Kio Yc�u L�1 t�'! 208-342-1585 DRAWN BY: JL CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR FIRE ACCESS PLAN STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 1912192PH POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN 0 40' 80' THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. Cml 03 (Q) U PARADIGM DESIGN ARCHITECTS I ENGINEERS ini HENRICKSON 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING Phoenix,AZ 85040 100 Grandville,Suite 030 (602)374-4066 Grand Rapids,MI 49503 616.458.5554 Grand Rapids I Phoenix I Traverse City www.paradigmae.com JOB#1912192PH F I EXISTING30'CREASON FIRM#3856 (EXP.01/31/2021) LATERAL EASEMENT XONAL - - - - I V �kLLJ '\�GENSFOc''2 m � l i I I 415063 A 11 I 0 I N� O I I I I [ I 15�.9rF F P I i PROPOSED 30'WATER S01°00'44"W 774.77' &SEWER EASEMENT \� ; H J r 00 O ff ff i ff fyy f i XX O X X X IR X IR IR X IR R XIR IR IR' R IR X R IR X IR IR fR IR u.X -IR IR IRI R IR IR IR IR -•3 �: : y 2'REAR BUILDING TBACK —� WILLIS M. HADLOCK JR., P.E. ,• ,a '., • EXISTING • .I.•I �`+ • • I ID - REGISTRATION #15063 I �' ' =L;1J�.iJJ� ' •: , I — — I I LATERAL I I EXP. DATE ❑1/31/2021 AL •~' I EASEMENT „ . •� ' " � :„ tom• • "' � �� I I CO LU A, I m •~ - 14 I I I w l a c1 I`ICI o -g- ` ~ , Z - I I I I o I M � 0 Z I W a of Im , •�. - I I w0 Iwl PROPOSED I I I I oLU w l 0 20'WATER I I i CIO N I I EASEMENT (n _ 31 I I I I a I Y - I I X X X X I I I I I I I o 0 PROPOSED BUILDING I I I I \ FFE 2529.50 Z - N 42,408 SFT I o 0 - 12 I I I I I o ca III I I Of I C) - I I I I I L - IIL I I I I I � z z ZD I DROP AREA I I I o — — J PROPOSED 20' I I I w `47' WATER EASEMENT I I I PROPOSED - - - ROW I I I I i I UL Q 3 - I Z + ——— PROPOSED z I I I 14'MULTI-USE Q ------------- ---------------- EASEMENT LL LL � w 27 I — ------------------ ---- ---- / I o ___ I I Y __ _____________ __________ J—� U_ LLBF BF BF BF BF `LV V V V V V V V V V T _n o I PROPOSED BYPASS 30'SEWER 0 0 Q AUTOS ENTRY I I ENT o IFz 0 I H a FOR PARKING I I I � Z I w o LLJ Z / LU i Z i w C) I 0 w U_ I — I � \ I � 35'LANDSCAPE BUFFER — — — Q Q ' - � ' - - - - - - I - - - - E E c/)� I o N H 0 --- ------------------ DOUBLE LANE STACKING _____------- ----------- 0 ___----- -——— — ————————— r-r�-�-t --------- LEGEND ■ U LPL ——————————— 27 BUS ROUTE N ~ o PR P ED PROPOSED 14' x 0 OS Lin, MULTI-USE EASEMENT S01°00'44"W 540,97' MC D E R MO TT R D. NO 1 00044"E 774.50' S01°00'44"W 1315.33' z BUS STAGING LOCATION -F OH-E OH-E OH-E w OH-E d OH-E OH-E C -r -E OH-E OH-E OH OH-E- AUTOMOBILE ROUTE !� J• n ' G O 50 S Cole Rd Boise, ID 837 DIGUII Il � ev--Inc- 800-342--1585 9 = Call Before Yc�u Laic ! 208-342-1585 DRAWN BY: JL CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR TRAFFIC STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE CIRCULATION PLAN RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS A' SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY I V MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 1912192PH POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. o ao so' C=1 04 (Q) U PARADIGM DESIGN ARCHITECTS I ENGINEERS ini HENRICKSON 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING Phoenix,AZ 85040 100 Grandville,Suite 030 (602)374-4066 Grand Rapids,MI 49503 616.458.5554 Grand Rapids I Phoenix I Traverse City www.paradigmae.com JOB#1912192PH I 0 I EXISTING30'CREASON FIRM#3856 (EXP.01/31/2021) LATERAL EASEMENT \ - I U "I I I I SRONA �FN I J I EXISTING IRRIGATION STRUCTURES O��i`' ENSF�6'y ICO I IRRIGATION WET WELL&PUMP SYSTEM 15063 A PROPOSED 12" i 1 0 I N O PROPOSED IRRIGATION LINE &SEWER EASEMENT (TO BE DESIGNED) l 9 F o - - - - IRRIGATION SWALE (SALVAGED PIPE) I I L_ I Q T P o I i PROPOSED 30'WATER ' M, V� co S01°00'44"W 774.7 \� o' - - - - - - - - - - - - - - - - yy- - - XX - - -- - - - - - - - - - X X — IR X IR IR X IR IR XIR—IF —IR' R IR x IR IR X IR IR fR I I I .. I I — 12'REAR BUILDING SETBACK I I — ———————————— I • •ate " • •~ ' III I EXISTING ID - REGISTRATION �{15D63 WILLIS M. HADLOCK Jrz., P.E. I I II III I 30 CREASON EXP. DATE ❑1/31/2D21 • •�, �' •~ I LATERAL ,, I I I I EASEMENT L X — III I ,rl �• �� !c - - - - Y " •; • •~ � " • '" . � ICI I I I III I w I > co IW .� •, �, �, K PROPOSEco U) M D 12" I I I �``�� E I I i I I O cn �Ic�l • �' STORM SEWER I I I I j I I I o Z o ~.• I I I I III I I a �I � � I Illlm � o w� PROPOSED I I I III I o w l I�-) LU 0 20'WATER j I I I I I I I m I�I EASEMENT I I I I I I I I I I I I I a rn� X X X I I I I I I I o m -, Z PROPOSED 12" • i I I I I SEE SHEET C-109 FOR ONSITE ? 1 1 STORM SEWER I I I I SANITARY PLAN&PROFILE I m w SEE SHEETS C-106-C-107 FOR I I I I III \\ I I I I PROPOSED ONSITE WATER LINE PLAN&PROFILE i I I I STORMWATER o _ PROPOSED BUILDING \ I I BASIN I I FFE=2529.50 j 1 I I I 11 1 I 1 Q 42,408 SFT i I I I Ili I z rc o I — — J PROPOSED 20' I I I I I I WATER EASEMENT I I I I y Z - - - --� oQ�� � — — � � •� I � I I I I I III � � 0 3 Q� Q� I I I III I o Z + ——— I I i i I i PROPOSED EXISTING LEGEND z \ I I I I 14'MULTI-USE Q -- !?— -- ----- I I I I I EASEMENT NAIL IN WASHER o -------- �-- PROPOSED 12 I I III I ® CONTROL POINT DO PROPERTY IRON PROPOSED _ _ _.„ STORM SEWER I.7rI III w Q 1 11 I LL LL T �. MONUMENT L IRRIGATION PROPOSEDLINE li - --------- --- ------------- ------------- ----------- 6"FIRE LINE------- L �` I I II I II� ® T-POST MONUMENT U (SALVAGED PIPE) -- - - - - - - - �' � �� o I III II �BF BF BF BF BF `LV V V V V V V V V V V — — III I I BITUMINOUS LU I I III I I PROPOSED I I — — I CENTER LINE I w III _ " _ j 1 1 30'SEWER PROPERTY LINE 0 0 PROPOSED 12 III _ _ I I I IRRIGATION PIPE EASEMENT IR IR IR IR Ik. STORM SEWER - � F I I I I I OH-E OH-E OVERHEAD ELECTRIC PROPOSED u a I III I I \ I I i -c UNDERGROUND CABLE z III I \ STORMWATER/ I I I O Z III LU BASIN I I I I 11I ~ / I � �I II I PROPOSED I I I I 1 III I O \ I z STORMWATER \ _ / I PROPOSED I II I III -----/PROPOSED 12' 1 1 I I I BASIN \ STORMWATER I I I z I o \ I I III I PROPOSED LEGEND STORM SEWER BASIN J /I I I l i I I EXISTING IRRIGATION BF BARRIER FREE SIGN BUMPER BLOCK + LANDING AREA 35'LANDSCAPEBUFE2 I F STRUCTURE4i 1 r 1:1 ' I I SIDEWALK RAMP MANHOLE ® OIL/WATER SEPARATOR , — — — — — — — — — — — — — — BERM — — — — - BERM T� — — — — — — — — — — — — — — — BERM 25 FRONT BUILDING SETBACK ---------- ------- I = SPILLWAY Do- FLARED END SECTION ■ CATCH BASIN - _--------------_______ =� LPL I_T _ __----- -- __ -----__-—------__— _= - HYDRANT ® WATER VALVE CURB STOP- -� ------- ----------- ---- �+ 450 BEND J+ TEE t+ 900 BEND cf) 3: N x `� 0 � REDUCER "' ~ ~ PROPOSED 14' ~- I ® WATER METER SURFACE FLOW ARROW LL' MULTI USE EASEMENT ____ - CONCRETE SIDEWALK S01°00'44"W 540.97' N, M C D E R M 0 TT R D. N01°00'44"E 774.50' S01°00'44"W UG c 1315.33' N l� 5T7cr - • ' ' • • ' CONCRETE PAVEMENT i —OH-F OH-E OH-E OH-E OH-E LV OH-E OH-E - OH E OH E OI I-E OH-E OH-E OH-E OH-E OH-E - OH- OH-E - STANDARD DUTY BITUMINOUS STANDARD CURB&GUTTER LANDSCAPE CURB POND I BASIN - - - - - - - - - - WATER MAIN J• SANITARY SEWER STORM SEWER n G O 50 S Cole Rd Boise, ID 837 DIGUine-Inc- 800-342---1585 9 = - --- -- -- = 208-342-1585 Call Before 'YouDig! DRAWN BY: JL CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR UTILITY PLAN STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS A' SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY I V MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROJECT No. • 1912192PH POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. 0 4o so' C=1 05 I 'X I L x — x PARADIGM DESIGN WATER CONSTRUCTION NOTES: `n ♦ ARCHITECTS I ENGINEERS x w 1 INSTALL 8„PVC C-900 WATER MAIN.LENGTH AS NOTED ON PLAN. HENRICKSON I 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING 1 I I II J 2. INSTALL 6 PVC C 900 WATER MAIN.LENGTH AS NOTED ON PLAN. Phoenix,AZ 85040 100 Grandville,Suite 030 I ♦ I I ca m (602)374-4066 Grand Rapids,MI 49503 3. INSTALL 8"90°BEND WITH THRUST BLOCKING PER ISPWC SD-403 616.458.5554 z 4. INSTALL 8"22.5°BEND WITH THRUST BLOCKING PER ISPWC SD-403 Grand Rapids I Phoenix I Traverse City PROPOSED BUILDING I II I II o Y s \ I I I I www.paradimae.com FFE=2529.50 II I I 0 5. INSTALL WATER LINE TEE-8"x 8"x 6",WITH THRUST BLOCKING PER ISPWC SD-403 42,408 SFT I �I z = JOB#1912192PH I ~ FIRM#3856 (EXP.01/31/2021) � 6. INSTALL REDUCER WITH THRUST BLOCKING PER ISPWC SD-403.SIZE AS NOTED ON PLAN — — 25 L.F. 2 j I jl 10 I I I 7. INSTALL FIRE HYDRANT PER COM STD. DWGS W8&W9 1 _3 �' -——— —_—— — — 8 — i jI 8. INSTALL 8"WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-403 3I I L.F. 1 7 5 t o I I I I TONAL 7 + I I 9. INSTALL 6"WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-403 1 34L.F. 3 _ � I 15L.F. 2 �' I �Gi GE S Cj 135 L.F. 1 I I I 8 L� 17 L.F. 2 T�ko� 3+00 +00 5+00 I I 9 - - - - - -� � — _ - - - - „ ——— ——— — — — — — — — — — I 10. INSTALL 2 WATER METER PER CITY OF MERIDIAN DRAWING W1 THROUGH W5.METERCL A 0 -- — — — — 1+ — — ; i j I BOX TO INCLUDE TRAFFIC RATED LIDS. N� 15063 O 3 J� 4 �BF BF BF BF BF `LV V V V V V V V V V V r T I II •9 5 _ 11 �������� 58 L.F. 1 11 �9�n - i I I 11. POTABLEINON POTABLE CROSSING.SEE DETAIL. O5 TF F — ---- -- ——————— ---- \` LL CN � _ 00 37 L.F. 1 4 0 0O 0 I �I 12. REMOVE EXISTING FIRE HYDRANT.CONNECT TO EXISTING WATER. ` M' \ I ♦ � I — I \ ��F I II F I II I 13. 1"DOUBLE SERVICE CONNECTION FOR FUTURE 3/4"METER AND METER SETTER PER /L „3 pw C.O.M.STD DWG W1,W3,AND W6. `T I I �yF I I I I WILLIS M. HADLOCK JR., P.E. ID - REGISTRATION #2 21 5063 EXP. DATE ❑1/31/2021 II � II � I I I♦ I I II I � � — — — - - - - - - — — — — � — FI I _ _ -� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I U z J f'-f-1-�- -- ---- -- — ------ -- -- LO Q a QLc`rI —————————————— ___----_----__ — w .�.. U w H X LL. Q W ZO S01°00'44"W 540.97' c� NO 1°00'44"E 774.50' S01°00'44"W 1315.3: N � o N. MCDERMOTT RD. of } —OH-F —OH-E W OH-E OH-E OH-E OH-E m w N w O 2 Q U Q Y Z O w Of O LL Z Q L1 O Z 2 3 Q a 2535 2535 a Z 'L Q U 2 U Lcu Q G O PROPOSED GRADENe 2530 2530 w 7 0 7 of N a of PROPOSED 12"STORMSEWER — — — z O I EXISTING GRADE J _ V Z 2525 I w 2525 H w I 11 EXISTING LEGEND > — o — C — NAIL IN WASHER CONTROL POINT PROPERTY IRON ® MONUMENT i ® �O 2520 2520 ® T-POST MONUMENT Z w PROPOSED 12"STORM SEWE R BITUMINOUS — — — CENTER LINE r__ PROPERTY LINE , 2515 C 2515 IR IR IR IR IR- IRRIGATION PIPE I— of LU OH-E OH-E OVERHEAD ELECTRIC a LU U) UG-C UG-C UNDERGROUND CABLE o w LU w z 2510 = 2510 Q � PROPOSED LEGEND BF BARRIER FREE SIGN BUMPER BLOCK + LANDING AREA 2505 2505 SIDEWALK RAMP MANHOLE ® OILNVATER SEPARATOR ONSITE 586'-WATER MAIN,8 INCH,PV C-900-DEFLECT WATER MAIN AS NECESSARY WITHOUT FITTINGS TO PROVIDE 18"SEPARATION BETWEEN STORM DRAIN = SPILLWAY DO- FLARED END SECTION ■ CATCH BASIN I W HYDRANT ® WATER VALVE } CURB STOP J• EXISTING GRADE PROPOSED GRADE 4- 450 BEND J-1 TEE Ti 900 BEND 2500 2500 REDUCER © WATER METER [_ •— V' W O O O co N � 0 O O CO � O O 0 O r O P CO Lf) Lf) 6) CO 6) M OO oO N OO U') O r, co r; ,� I� ,� r; � I� ti r; I� ao 10 ao co C6 10 ti '0 ti r; ti CONCRETE SIDEWALK N N N LO N N N N N N N N N O N O N O N N O LO O N N O N O N O N O N O N O N N N CV N N N CV N CV N N N CV N N N N N CV N C"I N C"I N CV N • CONCRETE PAVEMENT STANDARD DUTY BITUMINOUS -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STANDARD CURB&GUTTER LANDSCAPE CURB POND I BASIN WATER MAIN DRAWN BY: JL SANITARY SEWER CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, STORM SEWER Ex—__ ONSITE WATER MAIN ' �� Inc CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH PLAN AND PROFILE OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO Call BleFoie You Dig! EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS N REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY 50 S Cole Rd AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN PROJECT No. • 1912192PH Boise, ID 83709 OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL 800-342-1585 EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE o ao so' 208-342-1585 PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. C=1 06 O WATER CONSTRUCTION NOTES: PARADIGM DESIGN I I I II I V I I . I \ " 1. INSTALL 8"PVC C 900 WATER MAIN.LENGTH AS NOTED ON PLAN. ARCHITECTS I ENGINEERS < H E N R I C K S O N L I \ I 7 a 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING f< L 2. INSTALL 6 PVC C-900 WATER MAIN.LENGTH AS NOTED ON PLAN. Phoenix,AZ 85040 100 Grandville,Suite 030 j I �< I \ \\ I w o (602)374-4066 Grand Rapids,M149503 \ = 3. INSTALL 8 90 BEND WITH THRUST BLOCKING PER ISPWC SD-403 •< I \ \ I co 616.458.5554 "' Grand Rapids I Phoenix I Traverse City I '< \ A U) 4. INSTALL 8"22.5°BEND WITH THRUST BLOCKING PER ISPWC SD-403 www.paradigmae.com I •< I z / I Ir I = \ 5. INSTALL WATER LINE TEE-8"x 8"x 6",WITH THRUST BLOCKING PER ISPWC SD-403 I < o+ / 8 U I JOB#1912192PH •< II"' j 3 I < I 6. INSTALL REDUCER WITH THRUST BLOCKING PER ISPWC SD-403.SIZE AS NOTED ON PLAN FIRM#3856 (EXP.01/31/2021) F - I 19+00 7. INSTALL FIRE HYDRANT PER COM STD. DWGS W8&W9 w - - � - - � — I- PROPOSED 30'WATER > DOUBLE ROCK RDI. 8. INSTALL 8"WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-403 I &SEWER EASEMENT ' o FM a S-,pNAL F 47 w - I 9. INSTALL 6"WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-403 5 ENgFN6'•, I 63 L.F. 1 co I 10. INSTALL 2"WATER METER PER CITY OF MERIDIAN DRAWING W1 THROUGH W5.METER I o 5 1 176 L.F. I o / BOX TO INCLUDE TRAFFIC RATED LIDS. a N 15063 o A — — — ° AL----- --------------J I - A LU \ 11. POTABLE/NON-POTABLE CROSSING.SEE DETAIL. /� 8 ----------------------- 3 I o 12. REMOVE EXISTING FIRE HYDRANT.CONNECT TO EXISTING WATER. M' r co CD 57 L.F. 1 2 12 L.F. 13. 1"DOUBLE SERVICE CONNECTION FOR FUTURE 3/4"METER AND METER SETTER PER 9 F__ 55 C.O.M.STD DWG W1,W3,AND W6. `T 7 I WILLIS M. HADLOCK JR., P.E. ID - REGISTRATION *1 5063 EXP. DATE ❑1/31/2021 I � II III I I - - -- --- / X EXISTING 30'CREASON o l� LATERAL EASEMENT I u_ o --- --- - - - - - - I I I I PROPOSED 30' )AL ! Z / I SEWER EASEMENT 00 IR IR IR LO ca z 0 z `T' -ram — w ai --------------------- ------ — O I N89019'10"W 450,06' - -1_' w IR IR IR IR IR R IR IR IR R IR R IR IR IR IR IR IR I IR IR PROPOSED a Z 0 14'MULTI-USE EASEMENT EXISTING 30'CREASON of 2 LATERAL EASEMENT CURRENT ZONING: R-15 W m MEDIUM-HIGH DENSITY RESIDENTIAL (FUTURE THE OAKS NORTH 88 LIVING) Z 0 w 0 LL Z Q U O z 2535 2535 Q 3 o - a P/L z w LL, LU EXISTING GRADE Q I-_ F AD PROPOSED GRADE oz o U w a 2530 2530 o Y _U 0 z x O EXISTING GRADE J o O 2525 2525 0 F U us a zOf w — — EXISTING LEGEND0 CD NAIL IN WASHER 2520 2520 (0 CONTROL POINT 0PROPERTY IRON ® MONUMENT z ® T-POST MONUMENT Z PROPOSED 8' WATERLINE SEE OFFSITE WATER PLANS BITUMINOUS o - - - CENTER LINE 2515 PROPOSED6 VATE SANITARY 2515 PROPERTY LINE , I; (ONSITE) IR IR IR IR IR- IRRIGATION PIPE w OH-E OH-E OVERHEAD ELECTRIC a O LU UNDERGROUND CABLE Lu 2510 z 2510 J U PROPOSED LEGEND 2505 2505 BF BARRIER FREE SIGN BUMPER BLOCK + LANDING AREA SIDEWALK RAMP MANHOLE ® OIL/WATER SEPARATOR ONSITE 331'-WATER MAIN,8 INCH, PVC C4 00-DEFLECT WATER MAIN AS NECESSARY = SPILLWAY Do- FLARED END SECTION ■ CATCH BASIN WITHOUT FITT NGS TO PROVIDE 18" EPARATION BETWEEN STORM DRAIN !� EXISTI IG GRADE PROPOSE D GRADE W HYDRANT 0 WATER VALVE } CURB STOP 2500 2500 J 4- 450 BEND J-I TEE Ti 900 BEND rn ' o ' M `� rn "' ° -' oC\j `r rn - © WATER METER N N N CO N °O N ,_ N ,- N °° 00 ,� a0 REDUCER n N N N N N N N N N N OW N N N N N CONCRETE SIDEWALK V • • •• CONCRETE PAVEMENT 5+50 6+00 7+00 8+00 9+00 9+50 STANDARD DUTY BITUMINOUS Z • STANDARD CURB&GUTTER LANDSCAPE CURB POND/BASIN WATER MAIN DRAWN BY: JL SANITARY SEWER CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, - - - - - STORM SEWER N ONSITE WATER MAIN DIGUine.-Inc- CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH PLAN AND PROFILE - OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO Call BleFoie Ybu Di! ! EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY 50 S Cole Rd AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN PROJECT No. • 1912192PH Boise, ID 83709 OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL 800-342-1585 EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE o ao so' 208-342-1585 PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. C=1 07 (Q) O WATER CONSTRUCTION NOTES: PARADIGM DESIGN 1. INSTALL 8"PVC C-900 WATER MAIN.LENGTH AS NOTED ON PLAN. ARCHITECTS I ENGINEERSH E N R I C K S O N 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING 2. INSTALL 6 PVC C-900 WATER MAIN.LENGTH AS NOTED ON PLAN. Phoenix,AZ 85040 100 Grandville,Suite 030 13 (602)374-4066 Grand Rapids,MI 49503 I I 3. INSTALL 8"90'BEND WITH THRUST BLOCKING PER ISPWC SD-403 616.458.5554 o I I Grand Rapids I Phoenix I Traverse City 4. INSTALL 8"22.5°BEND WITH THRUST BLOCKING PER ISPWC SD-403 www.paradigmae.com / 13 I 13 = FUTURE 4T RO W 5. INSTALL WATER LINE TEE-8"x 8"x 6",WITH THRUST BLOCKING PER ISPWC SD-403 wI 1 370 L.F. I JOB#1912192PH cwi� \ - - - - 6. INSTALL REDUCER WITH THRUST BLOCKING PER ISPWC SD-403.SIZE AS NOTED ON PLAN FIRM#3856 (EXP.01/31/2021) _� _ �_ ___ 2 �___ 7. INSTALL FIRE HYDRANT PER COM STD. DWGS W8&W9 DOUBLE ROCK RDI. -_ _ - 8. INSTALL 8"WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-403 SAN� -- ---- ----- -I---- --------- 9. INSTALL 6"WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-403 5 %:)ENgFNC Uj z 10. INSTALL 2"WATER METER PER CITY OF MERIDIAN DRAWING W1 THROUGH W5.METERCL A C) 30'WATER AND SANITARY 13 I 13 I BOX TO INCLUDE TRAFFIC RATED LIDS. 15063 13 \ SEWER EASEMENT I I N�► �- 11. POTABLEINON POTABLE CROSSING.SEE DETAIL. w w e a I I I 12. REMOVE EXISTING FIRE HYDRANT.CONNECT TO EXISTING WATER. r 00 I cc a I 13. 1"DOUBLE SERVICE CONNECTION FOR FUTURE 3/4"METER AND METER SETTER PER /L „3 oZU iE C.O.M.STD DWG W1,W3,AND W6. `T W WILLIS M. HADLOCK JR., P.E. ID - REGISTRATION # L.L. EXP. DATE ❑1/31/2021 0 I I I I III Q I I I I I LU EXISTING 30'CREASON II o LATERAL EASEMENT 0 I - N o Q co _ II IR IR IR rn LO z —— (6 z V 1� Q a 0 ,r, a —ram LU v w F- -IR IR z O U Y U z Z w 2 a0 w N w O 2 Q U Q Y Z O w U O LL Z Q L7 O z 2535 2535 Q 3 o a P/L z WLU Q H U N Q H EXISTING GRADE z U_ EXISTING GRADE w 0 0 2530 2530 o Y U Z Z LU PROPOSED GRADE H W J O 0 2525 2525 0 PROPOSED 8"WATERLINE to V Z SEE ONSITE WATER DLANS — — — — — — s u' W �EXISTING LEGEND Z NAIL IN WASHER ~ (0 CONTROL POINT 0PROPERTY IRON ® 0 2520 2520 MONUMENT z ® T-POST MONUMENT Z BITUMINOUS CENTER LINE Ir 2515 2515 PROPERTY LINE IR IR IR IR IR- IRRIGATION PIPE F- PROPOSED 6"PRIVATE SANITARY �f (ONSITE) OH-E OH-E OVERHEAD ELECTRIC UNDERGROUND CABLE 2510 2510 PROPOSED LEGEND 2505 2505 BF BARRIER FREE SIGN BUMPER BLOCK + LANDING AREA ❑ SIDEWALK RAMP MANHOLE ® OIL/WATER SEPARATOR OFFSITE 3701 WATER MAIN,8 INCH, PVC C-900-DEFLECT WATER MAIN AS NECESSARY WITHOUT FITTI GS TO PROVIDE 18"SEPARATION BETWEEN STORM DRAIN = SPILLWAY Do- FLARED END SECTION ■ CATCH BASIN EXISTING GRADE PROPOSED GRADE !� EXISTING WATER MAIN W HYDRANT 0 WATER VALVE } CURB STOP 2500 2500 J 4- 450 BEND J-1 TEE Ti 900 BEND o © WATER METER Z o c �' � � � � � � � � REDUCER LO N � N LO LO � LO � � LO L n cV N CV N CV CN CV cV cV CV CV CV CONCRETE SIDEWALK • • •• CONCRETE PAVEMENT 4 8+50 9+00 10+00 11+00 12+00 13+00 14+00 STANDARD DUTY BITUMINOUS Z • STANDARD CURB&GUTTER LANDSCAPE CURB POND/BASIN WATER MAIN DRAWN BY: JL SANITARY SEWER CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, - - - - - STORM SEWER N OFFSITE WATER DIGUine.-Inc- CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH MAIN PLAN AND - OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO Call BleFoie Ybu Di! ! EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS PROFILE REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY 50 S Cole Rd AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN PROJECT No. • 1912192PH Boise, ID 83709 OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL 800-342-1585 EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE o ao so' 208-342-1585 PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. cmi 08 (Q) U PARADIGM DESIGN I ARCHITECTS I ENGINEERS ini I I I I \ \ 4650 E Cotton Center Blvd, Suite 110 HENRICKSONARCHITECTURE + PLANNING I I '< 7 \ \ I o _ Phoenix,AZ 85040 100 Grandville,Suite 030 �< I i \V� (602)374-4066 Grand Rapids,M149503 6 L I I- �- I I r< I I I w / 616.458.5554 LU \ / Grand Rapids I Phoenix I Traverse City 55 LL< I I i - LU \ I www.paradigmae.com 1 r 1 I I I I I I I I II JOB#1912192PH ILU L PROPOSED - I FIRM#3856 (EXP.01/31/2021) I 20'WATER PROPOSED 30'WATER AND 2 DOUBLE ROC RD. 7+ EASEMENT SANITARY SEWER EASEMENT S W J `'S EN FN m I I o 0 1 z ok��\G s��c�y� I I� Effi I - - - - - - - - - - - - - - - - J o it \ �- N� 15063 � L---------- - ---------------- ------ Q I 1 II LU o co il � � � cc 1 SEWER CONSTRUCTION NOTES: --3 0 I I\ I I I i I I p � I WILLIS M. HADLOCK JR., P.E. I 1 1 1 .63 1 1 0 1. INSTALL 8"PVC SDR-35 SANITARY MAIN.LENGTH AND SLOPE AS NOTED I D E.P. DATESTRAO 1//3 1 2DTION *1 Z 1 -------------- ------------------------ 2 I I a 2. INSTALL 60"TYPE'B'STANDARD SEWER MANHOLE WITH 30"FRAME PER ISPWC SD-502 LU O+UO IS- 2 1+00 �- S 2 2 3+00 4+0 1 1 EXISTING 30'CREASON m + LL S 3 I zo LATERAL EASEMENT 3. REMOVE PLUG AND CONNECT TO EXISTING SEWER LINE I 5 I - - 4. CONNECT TO EXISTING MANHOLE I� 5. INSTALL SEWER PLUG `" I T T I- R -IR 6. INSTALL 6"PVC SDR-35 PRIVATE SEWER LINE O Q !E' ——————————— ----------------------------------------------------— � � #i ,i; -i 7ll — . INSTALL 4"SEWER SERVICE CONNECTION @ 2%MIN.SLOPE PER IPSWC SD-511 WITH en LO a -��� -��� -��� -��� -��'� - - STANDARD SERVICE MARKER PER C.O.M.SD-SW3. a N89°19'10'W 450.06' S'SIDE BUILDING SETBACK -1-� 0 Z IR - R IR IR IR IR IR IR IR IR IR IR— IR IR IR IR IR IR Q J w MI C) U LU I EXISTING 30'CREASON U I LATERAL EASEMENT o� Y CURRENT ZONING: R-15 I� o MEDIUM-HIGH DENSITY RESIDENTIAL Z m I I (FUTURE THE OAKS NORTH BB LIVING) m I N w I Q U Q Y Z O w O LL 2540 2540 0 O Z Q = Z d o Q 3 rn o o N O O _ Q i1') N Q ti (n ti w _ � O O O Z of 2535 o c'j co rn rn CIO -ce� "' "' "' 2535 Q w � M o o LO z z z P/L PROPOSED + z z "' o cn N N "' `� '� FUTURE GRA E cLu a O LO N N N CO � � ; Z (n W LLI I— G O W Ib � + N Z z (n IE CO oo Oo U U U) � � � N Z z � N ^ ^ z EXISTING LEGEND N w PROPOSED GRADE Z o 0 LU Q - _ = NAIL IN WASHER o 2530 � of 80 bo 2530 ® CONTROL POINT 00 PROPERTY IRON ® MONUMENT N w T-POST MONUMENT VALVE HYDRANT C 0 — - - - - - - - - - - - - — - - - - - MANHOLE _ x N 2525 2525 BITUMINOUS 00 EXIS ING GRADE PROPOSED - - - CENTER LINE W � Z IRRIGATION PIPE PROPERTY LINE 0 PROPOSED 8"SEWER IR IR IR IR IR- IRRIGATION PIPE z o SEE OFFSITE SEWER PLANS WTR WTR WATER MAIN 2520 2520 SAN SAN SANITARY SEWER OH-E OH-E OVERHEAD ELECTRIC °r-c UNDERGROUND CABLE 0 N H (7 (Y 2515 2515 0 U 5 PROPOSED LEGEND 3 BARRIER FREE SIGN BUMPER BLOCK LANDING AREA 2510 2510 SIDEWALK RAMP MANHOLE a OIL/WATER SEPARATOR 134 FT SAN EWER,8 INCH @ 0.40% SPILLWAY > FLARED END SECTION ■ CATCH BASIN 249 FT-SAN SE ER,8 INCH @ 0.40% —_ — — — — — — — 123 FT-SAN SEWER,8 INCH @ 0.40% — — — — — — — HYDRANT ® WATER VALVE CURB STOP 17 FT-SAN SEWER,8 INCH @ 0.40% INV.:2510.29 2505 23 FT-SAN SE ER,8 INCH @ 0.40% 2505 450 BEND L TEE TA 900 BEND REDUCER 0 WATER METER !� 8"INV:2507 71J CONCRETE SIDEWALK J I` EXISTING GRADE PROPOSED GRADE •. CONCRETE PAVEMENT �9 2500 2500 n • STANDARD DUTY BITUMINOUS V lC� N O u'� O O O O O � N N �I- O CD O �— M �I- 00 "o N � co � M "o � °D ,\ co ,\ °D ,\ ,\ °° U ,\ °° 00 00 co STANDARD CURB&GUTTER ti LO LC"iO N N N N N N N N N N N N N CV N CV N N N CV N LO cV LO �[� Lo LO � � � LO � LO � � � 04 � LO O LO O LO � LO CV CV N CV N cV N CV N CV N N N N N N N N N N N N N CV CV CV LANDSCAPE CURB — — — - POND I BASIN - — — — — - WATER MAIN = 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SANITARY SEWER - - - - - - STORM SEWER - DRAWN BY: JL A' CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, I V ONSITE SANITARY DIGUine.-Inc- CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH SEWER PLAN AND - OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO Call BleFoie Ybu Di! ! EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS PROFILE REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY 50 S Cole Rd AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN PROJECT No. • 1912192PH Boise, ID 83709 OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL 800-342-1585 EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE o 4o so' 208-342-1585 PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. cmi 09 5 PARADIGM hIGN ARCHITECTS I ENGINEERS 7 HENRICKSON 4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING Phoenix,AZ 85040 0 5 5 i 5 602 374-4066 100 Grandville,Suite 030 5 7 7 7 Grand Rapids,MI 49503 w FUTURE 47'ROW 616.458.5554 = I Grand Rapids I Phoenix I Traverse City / \ I www.paradigmae.com w w JOB#1912192PH —— — —————————— ————— —————————— _ 1 4 WTR- FIRM#3856 (EXP.01/31/2021) 5 DOUBLER CK RD. o 6+00 7+00 8 00 "! 9+00 SAN w ---------_— -----I --------- ------ -- ------ -- --------- ----- I z 'T NA F 7 30'WATER AND SANITARY 7 � ENS�0��2�c► co 5 \ SEWER EASEMENT ¢ tr z �_ `L N 15063 O I w / - - I w 5 o o Q cq H cq I UJ c I L:: I CO LL o SEWER CONSTRUCTION NOTES: z WILLIS M. HADLOCK JR., P.E. Q I ID - REGISTRATION #1 5063 w 1. INSTALL 8"PVC SDR 35 SANITARY MAIN. LENGTH AND SLOPE AS NOTED EXP. DATE ❑1/3 1/202 1 z 2. INSTALL 60"TYPE'B'STANDARD SEWER MANHOLE WITH 30"FRAME PER IPPWC SD-502 I I EXISTING 30'CREASON LATERAL EASEMENT 3. REMOVE PLUG AND CONNECT TO EXISTING SEWER LINE 0 4. CONNECT TO EXISTING MANHOLE � M I� 5. INSTALL SEWER PLUG "' I_ IR IR IR 6. INSTALL 6"PVC SDR-35 PRIVATE SEWER LINE O a E' 7. INSTALL 4"SEWER SERVICE CONNECTION @ 2%MIN.SLOPE PER IPSWC SD-511 WITH LO a STANDARD SERVICE MARKER PER C.O.M.SD-SW3. Q 0 Z Q R C) w w F- _ U K Q Z O rn Y U K Z w 2 a0 N N w O 2 Q U Q Y Z U 2540 2540 0 LL Z Q O Z Z J o CO Q 5 2535 = ti N 2535 z CO Z U P/L CO � z LL, LU PROPOSED X 6' N w o EXISTING GRADE c~-n LPL FUTURE GRADE "' @ of ED � W a z L- o O O U) 2530 2530 EXISTING LEGEND Ne z w PROPOSED IRRIGATION PIPE — — — — — — — _ — — — — — — — — — — — — ® CONTROL POINT 0PROPERTY IRON ® NAIL IN WASHER o MONUMENT N w PROPOSED GRADE ® T-POST MONUMENT VALVE HYDRANT C o O w 2525 2525 MANHOLE H a E PROPOSED 8"SEWER BITUMINOUS G Of CD SEE ONSITE SEWER PLANS — - - CENTER LINE PROPERTY LINE O IR IR IR IR IR- IRRIGATION PIPE Z o 2520 2520 - > WTR WTR WATER MAIN w w SAN SAN SANITARY SEWER OR-E OH-E OVERHEAD ELECTRIC ' -c UNDERGROUND CABLE 2515 2515 a 0 U PROPOSED LEGEND 5 2510 2510 BARRIER FREE SIGN BUMPER BLOCK LANDING AREA SIDEWALK RAMP MANHOLE o OIL/WATER SEPARATOR SPILLWAY D FLARED END SECTION ■ CATCH BASIN OFFSITE 361 FT-SAN SEWER,8 INCH @ 0.4 % — — 2505 2505 HYDRANT C� WATER VALVE + CURB STOP 45'BEND 4 TEE TA 90'BEND ._ REDUCER EL WATER METER EXISTING GRADE PROPOSED GRADE CONCRETE SIDEWALK Z:Z) • 2500 2500 S • CONCRETE PAVEMENT °O 06 STANDARD DUTY BITUMINOUS V ti NN LO N CV CV N N N CV N N STANDARD CURB&GUTTER LANDSCAPE CURB 5+50 6+00 7+00 8+00 9+00 10+00 — — — POND/BASIN — — - WATER MAIN SANITARY SEWER STORM SEWER DRAWN BY: JL I CHECKED: DF NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, I V OFFSITE SANITARY DIGUine.-Inc- CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH SEWER PLAN AND — OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO Call Be Foie Ybu Di! ! EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS PROFILE REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY 50 S Cole Rd AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN PROJECT No. • 1912192PH Boise, ID 83709 OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL 800-342-1585 EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE o 4o so' 208-342-1585 PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. cmilo