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HomeMy WebLinkAboutE-2025-001-PubInf-Elevate_APPROVED-07032025 1 2 3 4 5 r/� y N V1 0 N IMPROVEMENT DRAWINGS _ U n N l0(�') M U � 3 o N � � Y ❑ N a= Cq FOR oil -� >LL �r ELEVATE ACADEMY z = x � N TWIN FALLS' ID BASIS OF BEARING CANADA THE BEARING ALONG THE LONGITUDINAL CENTERLINE OF SECTION 28, z w N BETWEEN THE MONUMENTS SHOWN HEREON IS THE BASIS FOR ALL OTHER Z w F BOUNDARY BEARINGS LISTED ON THIS SURVEY.THIS BEARING RELATES TO THE IDAHO — 0- STATE PLANE COORDINATE SYSTEM(CENTRAL ZONE 1102)US SURVEY FEET NZ z of AND USES A COMBINED SCALE FACTOR OF 1.0002178201 FOR A GRID TO LL C 0 rn GROUND CONVERSION,REFERENCE FRAME NAD_83(2011),EPOCH 2O10.0000. Q to W Z BOrvrvER THE SYSTEM ORIENTATION IS BASED ON GRID NORTH ALONG THE CENTRAL Q 4 _.`. 3: ZONE CENTRAL MERIDIAN.NO CONVERGENCE ANGLE HAS BEEN APPLIED. LL t- L: k, o ❑ Ja R CONTROL POINTS _Z KOOTENAI + ` - _ ELEV.3901.18' N N N 311869 8130' 1216 4- l%�jP� O E 1510493 2380' z w --BENEwAH -*`) 1 y t yVr FOUND:REBAR < c SHOSHONE Z CP#2 a a a O mot.: . ELEV:3884.18' LATAH N:312680.6890' LL u PHEASANT RD v�.� E:1514100.0470' CLEARWATER Q d _ FOUND:REBAR WITH CAP ❑ _ N NEZ PERCE /ry,,--✓�� -VERTICAL CONTROL DATUM BASED ON NAVD88 O o V :LEWIS l Z V z ~ m ~ o O} SURVEY NOTE —O c Z o Z z — LU THIS SITE PLAN IS DESIGNED TO CONFORM WITH AN ACTUAL Y SURVEY THAT WAS PERFORMED ON THE GROUND BY A LAND w w v SURVEYOR LICENSED BY THE STATE OF IDAHO.THE BOUNDARY ❑ cz7 z Y w m IDAHO /I 3600 N SHILLS RD LINES OF THE SURVEY ARE SHOWN HEREON WITH BEARINGS AND Q w = Oar, 0 DISTANCES.IT IS THE OWNER'S/DEVELOPER'S RESPONSIBILITY TO ❑ ❑ ❑ U a CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN LU wo ACCORDANCE WITH SAID SURVEY. cn Sg�ONAL EN LEMHI ADAMS / !/'TI f I N ( 7 e Z LLI a 21097 /20 LU z�zozs� VALLEY WASHINGTON 75 CLARK CUSTER FREMONT PAYETTE 21 V GEM BOISE 52 BUTTE MADISON - 3. JEFFERSON TETON CANYON BLAINE ADA ELMORE CAMAS a BONNEVILLE O >g 2 ^y 20 BINGHAM ? VICINITY MAP a r LUGOODING2fi LINCOLN - O F LL CARIBOU "I ( co O OWYHEE JEROME MINIDOKA ay POWER 30 `-.� I OZ BANNOCK EE /y r BEAR LAKE � / TWIN FALLS CASSIA ONEIDA--)FRANKLIN _' U LLI NEVADA UTAH ._17. V STATE MAP ENGINEER: O J w SHEET INDEX NORRIVE, f' I - S HILLS RD LU z o 2194 RIVER PARKWAY.,Suite 205 PAGE# SHEET# SHEET TITLE (208)Idaho 522-1223 1 Falls,ID 83402 IS LU a (208) � 1 C.1.0 COVER CONTACT:JUSTIN SCOTT,PE 2 C.1.1 GENERAL NOTES UTILITIES: j POWER-IDAHO POWER z W 3 C.1.2 LEGEND SEWERTERMOFTWINFASCOMPANY PROJECT SITE SEWER-CITY OF TWIN FALLS 4 C.2.0 EXISTING CONDITIONS&DEMO WATER-CITYOFTWINFALLS TELEPHONE-QWEST • 5 C.3.0 HARRISON STREET PLAN &PROFILE PRESSURE IRRIGATION-PROVIDED BY OWNER � 6 C.4.0 SITE& DRAINAGE DETAILS APPLICANT: / 7 C.4.1 STORM POND DETAILS ERSTAD ARCHITECTS 310 NORTH STH STREET 8 C.5.0 EROSION CONTROL BOISE,IDAHO 83702 Know what's below. (208)331-9031 Call before you dig. 9 L.1.0 ROADWAY LANDSCAPE PLAN 10 L.2.0 LANDSCAPE DETAILS OWNER: PAGE 1 OF 12 11 L.3.0 IRRIGATION PERFORMANCE SPECIFICATIONS ELEVATE ACADEMY CALDW LL,IDAMBALL AVE CITY OF TWIN FALLS CALDWELL,IDAHO 83605 REV DATE BY DESCRIPTION (208)504-0130 Al —E JR ISTOITY REVIEW COMMENTS ADDRESSED APPROVED PUBLIC NO CERTIFICATE OF OCCUPANCY INFRASTRUCTURE UNTIL EASEMENNT Horrocks . DOCUME T E ATION IS COMPLETED, PERMIT Col .0 -2025-001 RECORDED & ACCEPTED BY THE CITY 0710312025- SMO H:\12024\ID-10484-24 Elevate Aw4emy(TF)-Harrison Site\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\IMPROVEMENTS\C.1.0_COVER.rlwg-COVER- 8/27/2025 02:03pm,Nick.Croft 1 2 3 4 5 G7 c GENERAL NOTES UTILITY NOTES DRY UTILITY NOTES GRADING&DRAINAGE NOTES UTILITY CONTACTS N ./ 2WATER POWER 1. HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS W j 1. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARD DRAWINGS AND SPECIFICATIONS OF THE PLAN TO CONTAIN THE RUNOFF AS REQUIRED BY THE JURISDICTIONAL ENTITY.SEE PROJECT WATER$SEWER u E GOVERNING JURISDICTIONAL ENTITY(IES)FOR THIS PROJECT,UNLESS OTHERWISE NOTED.SEE PROJECT 1. ALL UNUSED WATER LINES SHALL BE COMPLETELY REMOVED. 1. CONTRACTOR TO FOLLOW ALL DIG LINE PROTOCOLS. SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE INFORMATION. T 7 O SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE INFORMATION. PUB WORKS MAIN LINE l0 M N U IN AVENUE =i W 2T IN UE EAST N N 2. WATER METER SETTER BOXES MAY BE RE-USED OR SALVAGED. 2. ALL POWER CONNECTIONS AND DESIGN SHALL BE PERFORMED BY THE LOCAL ENERGY SERVICES.SEE W � 1 2. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ACOPY OF THE APPROVED AND STAMPED UTILITY CONTACTS SECTION ON THIS SHEET FOR MORE INFORMATION. 2. IT IS THE PROPERTY OWNERS RESPONSIBILITY(DEVELOPER,HOMEOWNER,HOMEOWNERS ASSOC.ETC.) TWIN FALLS,1083301 O CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES 3. EXISTING WATER LATERALS MAY BE ABANDONED IN PLACE UNLESS SPECIFICALLY FORBIDDEN BY TO COMPLETE AND MAINTAIN THE FINAL GRADING ON THEIR PROPERTY IN ACCORDANCE WITH THE (208)736-2274 �y a y N 0 AND AN OTHER UTILITIES ENCOUNTERED.THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE JURISDICTIONAL ENTITY. 3. ANY WORK BEING PERFORMED AT THE REQUEST OF THE LOCAL ENERGY SERVICES SHALL BE PERFORMED DRAINAGE CONCEPT IDENTIFIED IN THE GRADING AND DRAINAGE PLAN AND GEOTECHNICAL ENGINEER'S z - of DESIGN ENGINEER. TO THE REQUIREMENTS AND SPECIFICATIONS OF SAID ENERGY SERVICE. RECOMMENDATIONS.THE PROPERTY OWNER IS RESPONSIBLE,IN PERPETUITY,FOR INSPECTING AND >LL 0 4. PROPOSED WATER LATERALS SHALL BE ALL NEW PIPE OF THE MATERIAL TYPE SHOWN ON PLANS AND/OR MAINTAINING PROPER DRAINAGE DURING CONSTRUCTION AND WHEN RE-GRADING OR MAKING �1/r/ 3. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS,BOTH ABOVE AND BELOW GROUND,AS REQUIRED BY THE JURISDICTIONAL ENTITY. 4. ANY ELECTRICAL DESIGN WORK REQUIRED SHALL BE PERFORMED BY A LICENSED ELECTRICAL ENGINEER MODIFICATIONS TO DRAINAGE FACILITIES THAT AFFECTS THEIR PROPERTY. N m REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS SHALL INCLUDE CLEARING UNLESS OTHERWISE CONVENED AS NOT REQUIRED BY THE LOCAL ENERGY SERVICES. AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES,STUMPS,BRUSH, 5. WATER VALVES MAY BE RE-USED AS APPROVED BY THE JURISDICTIONAL ENTITY. 3. ALL IMPORTED E STRUCTURAL THE FILL,IF REQUIRED,SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER POWER C UNDERGROWTH,HEDGES,HEAVY GROWTH OF GRASS OR WEEDS,FENCES,STRUCTURES,DEBRIS, S. ACCESS TO EXISTING ELECTRICAL EQUIPMENT MUST BE MAINTAINED THROUGHOUT THE PROJECT. PRIOR TO DELIVERY TO THE SITE. yy !n RUBBISH,AND SUCH MATERIAL WHICH E THE OPINION OF THE ENGINEER,IS UNSUITABLE FOR THE 6. FIRE HYDRANTS MAY BE RE-USED AS APPROVED BY THE JURISDICTIONAL ENTITY. IDAHO POWER FOUNDATION OF PAVEMENTS.ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED 6. CONTACT LOCAL ENERGY SERVICES FOR ANY REQUIRED CHANGES OR CONFLICTS WITH EXISTING 4. THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS,EQUIPMENT, 199 BLUE LAKES BLVD S A OF OFF SITE. 7. RAISE ALL UTILITIES,SUCH AS MANHOLES,METER SETTERS,FIRE HYDRANTS,WATER VALVE LIDS,ETC.TO ELECTRICAL INFRASTRUCTURE. PROCEDURES,AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR.ALL GRADING OPERATIONS TWIN FALLS,ID 83301 x N ROADWAY OR PROJECT FINISHED GRADE AS MAY BE APPLICABLE. INCLUDING BUT NOT LIMITED TO SITE PREPARATION,SCARIFICATION,EXCAVATION,OVER-EXCAVATION, (208)388-2323 4. OWNER/DEVELOPER/CONTRACTOR IS REQUIRED TO CALL LOCAL UNDERGROUND UTILITY LOCATING ]. CHANGES MADE TO EXISTING INFRASTRUCTURE WILL BE DONE TO THE LOCAL ENERGY SERVICES PLACEMENT,OF FILLS,AND COMPACTION OF FILLS,SHALL BE PERFORMED BY THE CONTRACTOR IN CONTACT NAME SERVICES INA SUFFICIENT AMOUNT OF TIME SO AS TO PROPERLY DETERMINE THE LOCATION OF ALL 8. ALL BACKFLOW ASSEMBLY INSTALLATION AND TESTING SHALL COMPLY WITH THE BACKFLOW STANDARDS AND COMPLETED BY A PRE-QUALIFIED CONTRACTOR OR ENERGY SERVICES. CONFORMANCE WITH THE GEOTECHNICAL REPORT DESCRIBED IN THE PROJECT SPECIFICATIONS AND N UNDERGROUND UTILITIES AND TO AVOID DELAYS TO THE CONSTRUCTION SCHEDULE. REQUIREMENTS OF THE JURISDICTIONAL ENTITY. STANDARDS SECTION ON THIS SHEET AND ONSITE FIELD OBSERVATIONS AS REQUIRED BY THE J GEOTECHNICAL FIRM. r Q 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE 9. 12 GAUGE COPPER LOCATE WIRE SHALL BE TAPED TO ALL WATER LINES FOR LOCATION PURPOSES.THE O Z U PROJECT GEOTECHNICAL REPORT.SEE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS WIRE SHALL BE BROUGHT UP AT EACH VALVE BOX AND HYDRANT. 5. IT IS THE CONTRACTORS RESPONSIBILITYTO NOTIFY HORROCKS ENGINEERS IMMEDIATELY IF THERE ARE W F NO SHEET FOR MORE INFORMATION. ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE NATURAL GAS 10. ALL REMOVED EXISTING WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED OF REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS. INTERMOUNTAIN GAS COMPANY z 0- 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES. ACCORDING TO GOVERNING REGULATIONS. 451 AL AN DR O O SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA D"w 2 JEROME,ID 83338 m INCLUDED IN THE CONTRACT DOCUMENTS.E ANY DISCREPANCIES ARE FOUND,THE GENERAL UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONAL. < N (208)737-6300 m�Q CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT R WORK.NO OR SEWER Q N W Z COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR 7. ALL EXCAVATION,GRADING,AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES. THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE 3 1. ALL NEW SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED. PREPARATION,SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS. LL Q ]. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND KQ LOCAL CITY STANDARDS. 2. SEWER LENGTHS AND SLOPES ON THE PROFILE VIEWS ARE MEASURED FROM CENTER-CENTER OF B. THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS 8 EQUIPMENT TO CONTROL DUST AND AIR O MANHOLES. POLLUTION CAUSED BY CONSTRUCTION OPERATIONS,THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE TELEPHONE 8. THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS GREATER MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE.ACCESS ROADWAYS AND ADJACENT QWEST THAN 4'IN HEIGHT CONSTRUCTED WITHIN THE PROJECT.ALL ROCK WALLS CONSTRUCTED WITHIN THE 3. ALL REMOVED EXISTING SEWER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED OF PROPERTIES IN A CLEAN CONDITION. PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED STRUCTURAL ENGINEER PRIOR TO THE ACCORDING TO GOVERNING REGULATIONS. 121 3RD AVE E CITYS FINAL ACCEPTANCE. 9. ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE TWIN FALLS,IDAHO 83301 4. ALL ABANDONED OR UNUSED SEWER MANHOLES SHALL BE COMPLETELY REMOVED AND REPLACED WITH JURISDICTIONAL ENTITY,UNIFORM BUILDING CODES,AND THE GEOTECHNICAL INVESTIGATION STUDY. (208)733-0297 SUITABLE BACKFILL MATERIAL THAT MEETS PROJECT SPECIFICATIONS. w N N 10. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN O W 5. SEWER MANHOLES MAY BE RE-USED IF APPROVED BY THE JURISDICTIONAL ENTITY. PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS. N Q M j❑ o 0 6. SEWER MAINS ABANDONED IN PLACE SHALL BE CUT AT EACH END,AND SHALL EITHER BE PLUGGED OR 11. PRIOR TO CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN WILL BE SUBMITTED TO THE PUBLIC a a a CAPPED WITH A PLASTIC OR CONCRETE CAP. WORKS DIRECTOR FOR APPROVAL. ]. SEWER LATERALS TO BE REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS AS INDICATED IN NOTE 8 ABOVE. K IRRIGATION � N o U O 1. ALL IRRIGATION MATERIALS,SPECIFICATIONS AND INSTALLATIONS SHALL COMPLY WITH THE z ` Z REQUIREMENTS OF THE JURISDICTIONAL ENTITY. Z O O B Q w Q STORM p Z y U c7 w 1. ALL STORM PIPE SHALL BE 12'MINIMUM. O O O U d 2. STORM PIPE SHALL NOT BE DUAL OR TRIPLE WALL W cn Sg�OHAL EN 3. ALL STORM PIPE SHALL BE SDR-35 PVC Otte uGENSpp 21097 W 27/20255 '2 qTE OF� (, sTIN T.500 TOM c LU Lu PROJECT SPECIFICATIONS AND STANDARDS ENGINEER'S NOTICE TO CONTRACTOR Lu THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES Q Q w OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BV A 1. CITY OF TWIN FALLS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2020). SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR 2. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC,2020). KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 0 O 3. ATLAS GEOTECHNICAL REPORT T241598G DATED OCT 14,2024. ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS.THE NOTE: CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES J Z CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATION AND STANDARDS AT THE TO PROTECT THE UTILITY LINES SHOWN,AND ALL OTHER LINES NOT OF Q Q J JOBSITE DURING CONSTRUCTION. RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF O LL < THEIR LOCATION IN THE FIELD PRIOR TO THE START OF Z CONSTRUCTION ACTIVITIES. LU LEGAL NOTICE TO CONTRACTOR F z USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR W OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED lVll AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO HORROCKS ENGINEERS,AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. 1 W D AGE 2 F 2 CITY OF TWIN FALLS APPROVED PUBLIC II�II INFRASTRUCTURE PERMIT col ■ E-2025-001 0710312025-SMO PAGE 2 HA12024\10-10484-24 Elevate Aw4emy(TF)-Harrison Site\Project DaW02 CAM2.03 Sheet FiIWConstruction Drawings\IMPROVEMENTS\C.1.1_GENERAL NOTES.d g-GENERAL NOTES- 8/W]/2025 02:04pm,Nick.CroR 1 2 3 4 5 N V1 0 SEWER POWER SITE PLAN HATCH PATTERNS STANDARD SYMBOLS ABBREVIATIONS* py/ :? EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED A ALGEBRAIC GRADE CHANGE to o E BUILDING/PAD AB AGGREGATE BASE ). O C COURSE •• UNKNOWN ss ss P P OVERHEAD oRF oRF (�e�` AC ASPHALTIC CEMENT OR CONCRETE N M N U / ELECTRICAL MANHOLE O BC BUILDING CORNER =i � Vj a••- a••- 41NCH ass ass s• mi UNDERGROUND - UNDERGROUND eEL CONCRETE SIDEWALK/FLATWORK J BCR BACK OF CURB RETURN O N N U BFE BASE FLOOD ELEVATION .y a N O --a..---a..-- BINCH ass ass N/A 21NCH zeEL zeEL (fQ) FIBER OPTIC MANHOLE FO BFF BASEMENT FINISH FLOORBRICK I = LD BINCH s ss ass N/A 31NCH s aEL s eeL FDLATWORKECORAT /ELANDSCR AR EAS EAS/ J SIM BUILDING ly j IN m L io••- io••- 101NCH ss tD ss N/A 41NCH 4 aeL a BeL __ ( Y ) TELEPHONE MANHOLE BM BENCHMARK 'W/1 M-I S T BP BEGIN POINT ,o O N O BV B BEGIN VERTICAL C @ — iz•• iz•• 121NCH ,z ss +z ss N/A BINCH a eeL a aeL ___ __ __= POOL DECK �� BVC BEGIN VERTICAL CURVE ass �q ss 141NCH +q ss to ss N/A BINCH x seL a seL /1 BVCE BEGIN VERTICAL CURVE ELEVATION ❑ (YV) CABLE N MANHOLE O ERTICALPROFILE BVCS BVP BEGIN BEGIN VERTICAL CURVE STATION BVW B OM OF 1S INCH N/A 101NCH ,~Iy !n ,s ss is ss XERISCAPE / V A �- 1E INCH ,ass +ass —ntro n-iro aero 1PHA1/0 —nitro Be ntro A-tro `aP' ELECTRICAL POWER POLE C&G CURB&GUTTER LE WALL N P 181NCH +s ss +e ss A-qro—n-ao—na,o- 1 PHA. —ratio—Hero—Hero LANDSCAPE REAS/GRASS li SIGNAL POLE O CB CATCH BASIN za••- za••- 241NCH zq ss xq ss e-,ro a,ro 1 PHB1/0 atro atp CL CENTERLINE HEAVY DUTY PAVEMENT SECTION @ J ELECTRICAL BOX CO CLEANOUT N W -- ••--- ••- 301NCH ao ss ao ss eao e.ao eao- 1PH 64/0 -etio eero eero if0i FIBER OPTIC BOX FQ CONIC CONCRETE ZWN --oa••---oa••-- 361NCH sass sass cvo cvo 1PHC 1/0 tiro o+ro LIGHT DUTY PAVEMENT SECTION [jb] JUNCTION BOX J® C.V. CUBIC YRD WF­ - -� SERVICE LATERAL ass— taro taro— 1PH C4/0 —taro taro ifb'i TELEPHONE BOX O CIA DIAMETER U_ F DWG DRAWING Z ❑ O aecero nacho 3 PH ABC 410 aawro nectro ADA ACCESS RAMP TRUNCATED DOMES [S; TELEPHONE PEDESTAL ❑T E EAST OR EASTING ,LU 2 nacrso 3PH ABC]SOA nSwao :fV CABLE TV O BOX EA EACH mON EG EXISTING GRADE/GROUND N V1 U STORM sec sL ^- LIGHT POLE EL EV ELEVATION -QQ Z sec SECONDARY sec sec RIPRAP - �- < =W _ EOC EDGE OF CONCRETE H 3 —LPL sL STREET LIGHT sL s �_;�--(^__) LIGHT POLE OPT 2 o-O EOP EDGE OF PAVEMENT LL 4 EXISTING PROPOSED GRAVEL LIGHT POLE OPT EP ENDPOINT Q ESMT EASEMENT p -sa---sa- UNKNOWN so sD ® ELECTRICALTRANSFORMERBOX ® EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION 41NCH 1—q ED GAS EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE a — a B INCH a BD a BD EXISTING CONDITIONS&DEMO HATCH PATTERNS (9) GAS MANHOLE © Ex EXISTING EXISTING PROPOSED -a•a---a•a- FE FLANGE END 81NCH FINISHED FLOORZGAS METER N N N -Io-.a---io-.a- 101NCH +o"sD to•sD UNKNOWN FG FINISHED GRADE O w - B -B---B - G c ASPHALT DEMO HATCH \COzI CLEANOUT CO u)Q 2 � FJ FLANGE JOINT 12NCH ,x so tz so N/A 1 INCH t G t G ��1) FL FLOW LINE j❑ O O O �aaa — Is•a---Is•a- 151NCH ,s so +s so s s 21NCH zG zG CONCRETE DEMO HATCH $ SEWER MANHOLE FM FORCE MAIN FPS FEET PER SECOND 161NCH ta^sD to so 3 a 3 B 31NCH N/A ----z�ae••ea------�zea••ae-- FT FOOT FEET UT RE 181NCH 41NCH BUILDING DEMO HATCH IRRIGATION MANHOLE G GAS LNE 241NCH 61NCH aG G R xk GB GRADE BREAK LIr.' IRRIGATION BOX ® GFF GARAGE FINISHED FLOOR 0 0 1 CURB AND GUTTER DEMO GV GATE VALVE M NO HYDRAULIC GRADE LINE o 301NCH so^sD ao•sD s B BINCH eG eG (��) WATER MANHOLE W N U N 381NCH sa so sa so Iz P �rz y 121NCH +z c +z c LANDSCAPE DEMO �WJ O HHP RZ HIORIZONTAL G_ ~ Z az m- az m- 421NCH qz so az so -Ps---Ps- HIGH PRESSURE RPc asc WATER METER © HWM HIGH WATER MARK O o O -os sa---ae sa- 48INCH ID qe so ae so - - wN, INSIDE DIAMETER Z / WATER METER OPT O IN NCH(ES) B -sa.e---sa,e- 541NCH 5a so 5a so �� IRR IRRIGATION(PRESSURIZED)/NON-POTABLE 3 ❑ 601NCH so so src so MISCELLANEOUS L LENGTH ❑ Z Z L' W CONSTRUCTION KEYNOTE TAGS 'BO` BLOWAFF ®0 w ❑ as•a---aa•a- NEAR FEE 65 INCH ss so es so FIRE HYDRANT r K VERTICAL CURVE COEFFICIENT QQ W --n.a---n.a-- ]21NCH n so rz so EXISTING PROPOSED PO OR PO PROTECT IN PLACE �_� LP LLF IOW POINTY Q W K 2 ie ie LAND DRAIN rx^sD n so DEMO - - - - - - - - - DO OR ®0 DEMO PLR FIRE HYDRANT OPT 2 LT LANDSCAPE ❑ O O U 0. �\YO ,(� LT LEFT W -ca•---cP•- UNKNOWN PIPE x 'yYO LVC LENGTH OF VERTICAL CURVE y MAX MAXIMUM S5\ONAL EN G7 OR G1 GRADING PLR �' GATE VALVE DQ ME MATCH EXISTING E� ,ENSEp JOINT UTILITY TRENCH our F` 'X' GATE VALVE OPT 2 ® MFR MANUFACTURER Q MGD MILLION GALLONS PER DAY Y - WATER --�°'-----�°'-- TOE OF SLOPE --Toe---roe-- 07 OR 30 SITE PLR W CROSS F� MH MANHOLE >0 21097 --- --- - TOP OF SLOPE EXISTING PROPOSED iov� io� iov 97 OR ® WATER �' TEE -'- MIN MINIMUM ■ 6/27/2025 - - - - - DIRECTIONAL FLOWLINE MJ MECHANICAL JOINT Lib EDGE OF PAVEMENT 96 OR 65 SEWER � 90'BEND N NORTH OR NORTHING,FRICTION FACTOR ✓GsgTE OF� (, - - UNKNOWN w w ,( N/A NOT APPLICABLE T/ G --a/a".---.s/q-w-- 3/41NCH a�q•w aqw ----------- GUARDRAIL B6 OR 80 STORM DRAIN `� 45°BEND N S NTS NOT TO SCALE T' -w --�W- 1 INC tw tw RAILROADTRACKS - - L�� 22.5°BEND L OC ON CENTER +ow)— CONTOUR MAJOR I� 11.25°BEND I� OD OVERALL HIGH POINT OUTSIDE DIAMETER -/r. -/Y. 1-1/2 INCH t-uzw t-tnw asae 67 OR ® IRRIGATION WYE w OVLP OVERALL OW POINT v -zw---r.- 21NCH rw rw ----- ----- CONTOUR MINOR goes 97 OR 93 ABLE TV REDUCER '� PC POINT OF CURVE '� PCC POINT OF COMPOUND CURVE .s.---a.- 31NCH s w s w CAPBPLUG PH PHASE OR 96 TELEPHONE PI POINTOF INTERSECTION a q w 41NCH 4 w 4 w PL PROPERTYLINE BINCH sw sw OR GAS STORM DRAIN MANHOLE ��,, / 1 O PRC POINT OF REVERSE CURVE a.---aw- SURFACE FEATURES az�-F 99 \�d�) SD PT POINT OF TANGENCY --e w---e w-- BINCH aw aw PUE PUBLIC UTILITY EASEMENT 00 OR 00 POWER ® AREA DRAIN ROUND ® PVI POINT OF VERTICAL INTERSECTION 10 INCH ,o w ,o w EXISTING/PROPOSED --�r.---Isw- 121NCH 12w 12w A AREA DRAIN SQUARE ® O RADIUS FLOW CUT LINE OR O MISCELLANEOUS m RER RADIUS --1a.---iqw-- 141NCH taw ww TOM cuTcur—cui— DROP INLET RTV RI HT ---FILL-----FILL--- FILL LINE ® CURB INLET ® RAY RIGHT OF WAY --ia-.---ia-w- 161NCH +a^w +a^w Lao Lao LIMITS OF DISTURBANCE CURB INLET OPT S SLOPE SD STORM DRAIN IS INCH ,sw ,sw DITCH DETAIL REFERENCE CURB INLET OPT 3 E� ❑ SDMH STORM DRAIN MANHOLE --za-w---za-.-- 241NCH asw asw SEC SECTION B zq zq —___GB-----GB-----GB-- GRADE BREAK SF SQUARE FOOT/FOOTAGE C 301NCH w w �uu ®® CURB DOUBLE INLET ®® S/L STREETLIGHT C HIGH WATER MARK 361NCH LINE? SPEC SPECIFICATIONS G as waa w w HIGH WATER MARK-1 YEAR EVENT A CURB DOUBLE INLET OPT 2 SS SANITARY SEWER uj 4&INCH qe w 0 w -MVN tttt SCALE:NONE SSMH SANITARY SEWER MANHOLE --aow---so.-- g01NCH sow ao^w —Rwm 5YR HIGH WATER MARK-5YER EVENT STA STATION W n n WINCH rx^w rx^w —Ru�M tottt HIGH WATER MARK-11)YEAR EVENT - COMBO BOX STD STANDARD Q Q 12 HIGH WATER MARK-25 YEAR EVENT SHEET C.#.# Imo- --� SVE SIGHT VISIBILITY EASEMENT --w-- SERVICE LATERAL w 15TR (REFERENCE LINE r„„—„„� snv SIDEWALK OILNYATER TA TOP OF ASPHALT 0 RwN sova HIGH WATER MARK-50 YEAR EVENT n I\°°I SHEET C.#.# SAND/GREASE TBC TOP BACK OF CURB v Rwu +Dora HIGH WATER MARK-100 YEAR EVENT = =J TBDC TOP BACK OF DEPRESSED CURB J z '� OILNYATER TB M TEMPORARY BENCH MARK J SANDIG WASEOPT2 ®®® TC TOP OF CONCRETE Q w IRRIGATION FENCE-BARBED J (TYPICAL SECTION DETAIL) �_° -J TEMP TEMPORARY LL U Q - TF TOP OF FOOTING W Z LLI EXISTING PROPOSED FENCE-CHAIN LINK TG TOP OF GRATE W TWB TOP BACK OF WALL F J U FLARED ENO PLR FENCE-DECORATIVE ❑ TWF TOP FRONTIFACE OF WALL uj r UNKNOWN ­RR—IRR FENCE-WOOD TWR TOP OF WALL-RETAINING ® FLARED END PROFILE TW TOP OF WALL --� ---� ,. NCH +IRR +IRR - WALL BLOCK FLARED END SECTION ® UT NP TYPICAL UNTREATED BASE COURSE z „- z 2 INCH x IRR x IRR WALL CONCRETE ® V VELOCITY a ,- a 41NCH q IRa q IRR WALL PANEL CALLOUTS SIGN VC VERTICAL CURVE BINCH a IRR a IRR - - - - WALL-ROCK VRT VERTICAL FFE:2752.84 FINISHED FLOOR ELEVATION W/ WITH BOLLARD ® WMH WATER MANHOLE BINCH aIRR eIRR TBC:2752.85 TOP BACK CURB SPOT ELEVATION BH BH WTR WATER 101NCH to IRR to IRR Rrw RIGHT OF WAY ADDITIONAL SPOT ELEVATION CALLOUTS TO BE *ALL ABBREVIATIONS MAY NOT BE USED 12 INCH +z Iaa +z Iaa - CENTERLINE(ROAD/ENTITY) REFERENCED ON GRADING SHEET LEGEND BORE HOLE 181NCH N/A CURB&GUTTER PARKING STALL COUNT TEST PIT 24-„- < 241NCH N/A PARCEL LINE O O 30 ..-- -n •- 301NCH NIA - - PROPERTY BOUNDARY PIPE ABBREVIATIONS* TP TP 36 INCH N/A ------------ EASEMENT AS NOTED RCB REINFORCED CONCRETE BOX CULVERT ae RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PE BENCHMARK CULVERT SERVICE LATERAL IRR RE C REINFORCED CONCRETE ELLIPTICAL CULVERT RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT IRRIGATION SLEEVE PAINT STRIPE-SOLID EGG REINFORCED CONCRETE EGG SHAPED CULVERT + SECTION CORNER D PAINTSTRIPE-DOUBLE SOLID PVC POLYVINYL CHLORIDE �/ COMMUNICATIONS — — PAINT STRIPE-BROKEN RCP REINFORCED CONCRETE PIPE CONTROL POINT ❑O PAGE 3 OF Z VCP VITRIFIED CLAY PIPE PAINTSTRIPE-BIKE LANE INTERSECTION CIP CAST IRON PIPE EXISTING PROPOSED HIGH PE HDE DENSITY POLVETHVLENE 0 E%CONDITIONS CONTROL POINT DI 0 CITY OF TWIN FALLS PAINTSTRIPE-LANE DROP DIP HIGH DE IRON PIPE OVERHEAD CABLE TV cry cry - - - - - - PAINT STRIPE-LANE LINE EXTENSION C P CORRUGATED METAL PIPE CPP CORRUGATED POLYETHYLENE PIPE (�� ADA PARKING STALL © I I I I UNDERGROUND CABLE TV acry Bcry DEr DET TRAFFIC SIGNAL-DETECTION CONDUIT POLY POLYETHYLENE APPROVED PUBLIC rur rur TRAFFIC SIGNAL-FUTURE CONDUIT taro OVERHEAD FIBER OPTIC Fo Fo LTG LT. TRAFFIC SIGNAL-LIGHTING CONDUIT *ALL ABBREVIATIONS MAY NOT BE USED INFRASTRUCTURE ego -ego- UNDERGROUNG FIBER OPTIC aFo BFo PED PED TRAFFIC SIGNAL-PEDESTRIAN CONDUIT NOTE PERMIT - Psa TRAFFIC SIGNAL-PUSH BUTTON CONDUIT �•i- �•'- OVERHEAD TELEPHONE - TEL aura Fwn TRAFFIC SIGNAL-POWER SOURCECONDUIT E-2025-001 Col m2 UNDERGROUND TELEPHONE —BTEL Bret Bret— SIG EIc TRAFFICSIGNAL-SIGNALCONDUIT NOT ALL HATCHES,LINETYPES,AND SYMBOLS SHOWN ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. 0710312025-SMO PAGE 3 HA12024\0-10484-24 Elevate Awdo,y(TF)-Harrison Site\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\IMPROVEMENTS\C.1.2_LEGEND.dwg-LEGEND-6/27/2025 02:04pm,Nick.Croft 1 2 3 4 5 o R e o 0 $ rf s P4 g ��� U n N ��i` m Cam') M U J 3 N � � Y U F `'� y L1_ N p �C,N'EF'4 F,I Tf OD 0 Fy y t0 -O SCALE:I"=39 C— z N A W N N OVERHEAD POWER TO BE REMOVED roa f ul rn AND RELOCATED BACK TO NEAREST P03 o\ I POWERPOLE AND REINSTALLED AS DIRECTED P0+ - - i III �I _ w F z ■yA�'I I�PO4 PO4 / , I tV Z pl—I �� ____ __ __ ____ _ ___ _ _-__- - mjN _ ___ ____ ___ _-_ _ _ _ ___ ____ L.._�� ____ -- ___ _ __ ___ __ ' NQU' __- ___- ___- ____ \___ ____ ___ _ I" -Po6. P09 P09 �N/ 6 \ I � L.L �.. _ P09- A � `�� Y �4. POfi � 2 Z °z ASP - - —POB — _ -_ _ __ _ 311,758 SF OF ASPHALT DEMO - a\ - - - P+� PPo \ _ o b °_ �1'3.POS P10 3g02. 401 IN � 39Po�.`Po3 0899� Pa HARRISON ST. SOUTH P09 PTO N N Z N N Ow __--________-,z•x- --___ ,z Doz _ Do4 _ ,rw ,xw N Dos ,z w- > CP#1 _ _ ---ew- __ °np -- - __- -_°np- �olro�= ,np- - -- _ _ -_ _ Daz _ Do] w -p"-L�-I�- _ _ _ _op -- ---- _ .na onp --_--- -_- -- - onp- _ - 28'39"E$1140'- - _ - - - - - -= --onp - �Q --' ------�--�- p __- -ap___pp______ = -Wn___ =aP_ __n� _ -_ - _ _ _ PO]w ,zw a a a ' _�--_-- _Jr---- - __ _,l- pro_ - - __ 0 onp o �o ar---__ nap -_" _,op-- ap__ up —=w -= CP#2 D03 ______"__________ _____-1E:__ =4 ---a---- _--- _ _ -- -_ _ - _ _- - _ L - qt �- ---ap- a-=°ar= a"---aw- -="°r--�`-°'---a"---a°'---eq'=-"°'- -�� -s- a' w -aw_=-ao - a°'=__aw=--sw.=- Doz p,p. -pro._ - ---_ -- -d4'--- + ==ao=- --°°-=°ar===a°'--,aw=`-<�-v_�- -„�= c="=`o�-a—��-�_ w r pro-----wp°-- pc•----pro.-- - 0+' -- ------ -_--_30 ,3900' -9 ---_-_____ ---- --- aT -- D09 /J DOBe P19 G PO6 U 0 I -3898__ - _ 2 h -__-__ � - --_ i P1 I � Z '- 0 G BcA p O i N IN N Y p' 3897______________ IW O O O U d Lu IvN cn SgWHALEN uGENSEp wo - LLJ a� A P,3 21097 W 6/27/2025 Ip O � A, sTIN T.5�0 PROTECT IN PLACE NOTES: SHEET NOTE DEMOLITION/EXISTING KEY NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY SIZES,LOCATIONS& Po+ EXISTING APPROACH ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. I� Do,EXISTING ASPHALT 2. CONTOURS ARE SHOWN AT 1'AND 5'INTERVALS. Poz EXISTING ASPHALT 3. EXISTING DITCH BACKFILL TO CORRESPOND WITH PROJECT Doz EXISTING FENCE GEOTECHNICAL REPORT.SAID MATERIAL SHALL BE COMPACTED Po9 EXISTING CURB AND GUTTER PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL Dog EXISTING POWER POLE,TO BE REMOVED AND RELOCATED REPORT T241598G DATED OCT 14,2024 Occ Po4 EXISTING ADA RAMP WITH TRUNCATED DOMES G C Dw EXISTING OVERHEAD POWER TO BE REMOVED AND RELOCATED BASIS OF BEARING L C LJ Pos EXISTING SIDEWALK c Dos EXISTING TREE THE BEARING ALONG THE LONGITUDINAL CENTERLINE OF SECTION 28, Po6 EXISTING FENCE BETWEEN THE MONUMENTS SHOWN HEREON IS THE BASIS FOR ALL OTHER Q Dofi EXISTING IRRIGATION PIPE BEARINGS LISTED ON THIS SURVEY.THIS BEARING RELATES TO THE IDAHO Q (n Po] EXISTING WATER MAIN STATE PLANE COORDINATE SYSTEM(CENTRAL ZONE 1102)US SURVEY FEET z Do]EXISTING"NO PARKING"SIGN TO BE REMOVED AND RELOCATED AND USES A COMBINED SCALE FACTOR OF 1.0002178201 FOR A GRID TO 14 0 EXISTING WATER LINE WITH CORRESPONDING WATER O InIII VALVES Dog EXISTING APPROACH-SEE SHEET NOTE 3 GROUND CONVERSION,REFERENCE FRAME NAD_83(2011),EPOCH 2O10.0000. 0 THE SYSTEM ORIENTATION IS BASED ON GRID NORTH ALONG THE CENTRAL -4 � �_ Poa EXISTING 10"SANITARY SEWER MAIN Dog EXISTING DITCH-SEE SHEET NOTE 3 ZONE CENTRAL MERIDIAN.NO CONVERGENCE ANGLE HAS BEEN APPLIED. O LL 0 wo EXISTING SANITARY SEWER MANHOLE Lu Z z LEGEND(THIS SHEET ONLY) CONTROL POINTS O CP# F O H+ EXISTING SANITARY SEWER SERVICE CP#1 (� ASPHALT DEMO HATCHING ELEV:3901.18, ` Ur wz EXISTING POWER POLE EXISTING DITCH BACKFILL HATCHING N:311869.8130' / E:1510493.2380' z P+9 EXISTING OVERHEAD POWER FOUND:REBAR P 4 EXISTING FIRE HYDRANT CP#2 ELEV:3884.18, W X P+s EXISTING CONTROL POINT N:312680.6890' Lu E:1514100.0470' FOUND:REBAR WITH CAP -VERTICAL CONTROL DATUM BASED ON NAVD88 SURVEY NOTE THIS SITE PLAN IS DESIGNED TO CONFORM WITH AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LAND SURVEYOR LICENSED BY THE STATE OF IDAHO.THE BOUNDARY D LINES OF THE SURVEY ARE SHOWN HEREON WITH BEARINGS AND DISTANCES.IT IS THE OWNER'S/DEVELOPER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN PAGE 4 OF 112, ACCORDANCE WITH SAID SURVEY. CITY OF TWIN FALLS APPROVED PUBLIC =mow 11111 INFRASTRUCTURE PERMIT C�2�0 E-2025-001 07/03/2025-SMO PAGE 4 H:\12024\0-10484-24 Elevate AI(TF)-Harrison Site\Project Dala\02 CAD\2.03 Sheet Files\Construction wi Drangs\IMPROVEMENTS\C.2.0_EXISTING CONDITIONS&DEMO.tlwg-EXISTING CONDITIONS&DEMO-8/27/2025 02:05pm,Nick.CroR 1 2 3 4 INSPECTIONS:FIRE SPRINKLER;UNDERGROUND(NFPA 24) ISFM ACCEPTED PLANS SHALL BE ON SITE PRIOR TO Ott R O TO BE MOVE GROUNDBY IREMARSHAUNSPECT ONS AREQUIRED INSTALLATION. FIRE HYDRANTS DUCTILE IRON TRACER ./ TO BE CONDUCTED BV THE I F FIRE MARSHAL'S A CITY ( a W REPRESENTATIVE OR A VERIFIED THIRD-PARTY INSPECTION ALL PIPING&APPURTENANCES SHALL BE INSPECTED PRIOR � ��T COMPANY.VISUAL,HYDRO,FLUSH,AND FINAL. TO COVERING.INSPECTION LINE 208-7357338 WIRE, &THRUST BLOCKS) REQUIRE A�J u nw�ONLY LICENSED SPRINKLER CONTRACTORS(LSC)ON THE FIRE SPRINKLER UNDERGROUND IAW NFPA 24&CoTF ENGINEERING INSPECTION 5 O W Y Q N N ISFM APPROVED LIST ARE ALLOWED TO INSTALL y UNDERGROUND FIRE SPRINKLER PIPE.UNDERGROUND CoTF STANDARD:MIN 36 INCHES OF COVER FROM TOP OF 0 y t0— N U INSTALLATION MAY BE SUBBED OUT,BUT THE LSC IS C 1 N E 6 =H d vi N PIPE Contact or engineering Inspections: RESPONSIBLE FOR ALL UNDERGROUND BETWEEN CITY F- - - l6 O 1 208-735-3446 OR 0 r >LL o C NNECTION AND THE FIRE RISER. r- / \ :' 1'I'I � � a ------ 4.0 -- ------eNipeennglnspectors@tfld.Or� ul iP INVIN: i5o - -- -- -SCALE:r=3o �s62 N --_ --_ --- _-- -—- __--- -- -- ____ �j„ j� ----- -- 0,�, -- - --- - -- - ,24 - -- -- --- _ --- I \' -- -- -_ --- - 04nz� A '389s� -- __ —--- --- --- .py __ --_ --- — - --_- 1�1 I+1 N c` ---__—\ — — — ---„— ;r ---ss----„ ----_•— — SOUTH lmLFOF8 se IFnrvare,�9aox87N 1—10 METOI 9e HARRISON ST a3 o --s« —s s----_, �LFNF,rso®a22x se �.---- —.,a � �TA� 0A3902.2, MEi0A�99.29 \\ ` METoa aee1 RN aeez es B] `� 567.EroA ae9a Er soa,lq 81 TOA ae9e.zs Sae NETOA.381 asae ee E —_ ,r(E, eroA.3eer aT N 0+00 ioa es 1+00 2+00 3+00 4+00 5+00y 8+00 M e9,.,, 35 7+0p 04 8+00 04 9+009+ Z w W 0 t roc oa.,a m roc:39 3s 3tl iz"w izw, z' asOt a/ 0] P° - - ' ioa a° A N i- "'— -iz' _I L::..,_ _iz- — IL., 39 O Q a 03. _ e a9s.sa roc e/ e _ _ e a' zs, ,w Aaeet.oe.,.. �/ ,W Z rec - - -' O rec gees se '0 9wa 3, _ a° ° ,� r 0. 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E M0 _ 07� ______ ei.R(sr 87 07 Nv ouT 3w0.s3 t2'M, - 0�1 SS ,3ga6-' �' rvv OUTN`N bye INi 07 SS �_•- 58 o aes1 TOP=3" ;2«, LFOFe o..w RMAIN N ee2.P� 02 3ea3 ase•IN.)z N N N N 32 ° 87 2.62,r6(✓+1 O r ,z sOOosx .ae99.se «Aas o..warER Ma ^P� / N Q o soP.3 g 88%��e/ o A wL OF so Bo.sTxz 86 o c 3eea.to >O e>, INV 1,P) �a 1<1 msORNPo"°E"EEME"'� ALL SANITARY SEWER RO SEOSTO POND EMENTTOP 3113 W TOP. 11G399� CONNECTIONS TO BE INSPECTED WATER- HOT TAPS TO BE COMPLETED BY SURFACE STORM RETENTION REvUIRES , F. BY CITY WASTEWATER CITY WATER DEPARTMENT ENGINEERING INSPECTION N N TIP I'll09151 On -'DEPARTMENT Contact:208-736-2274 OR 208-736-2275 Contact for�ngineeri�ig inspections: Z Z TOP 22 B PoAo EG 38980r Contact: 208-736-2274 OR 208-735-3446 OR%engineeringinspeciors@tfid.org 0 Q E - 208-736-2275 Z55 Z W / ��� FG:9aa.o oLu o 0 o c�i a ' S5\ONAL G EN 04�`'uGENSEp /y�„ HARRISON STREET-PROFILE �'�� Lu a� 10 Station L 21097 27/20255 0+ 5 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+75 ✓CSTN 0.500�A, 3910 3910 EXISTING SURFACE I� CIE ELEv-3aoz.ae-«s9.oz S V -_ PRGPOSEOSURFACE 390w a 3900 _ 9I53) W 0 9 92,e3, L PROPGSED SURFACE JL LL CD v 389 3890 W C {j 06 Q 06 o z e Gm b n 3 w n N L b EXISTING SURFACE----------------------------------------------------- URFACE V (n LLLL 388 w�=== SwF== _ — 3880LL 3 mm W z w- M S W a N - , CO z Z J U) 387 3870 W E me cor Nr v3 - w- mm nm Q CO CO V IMPROVEMENT PLAN KEYNOTES WATER KEYNOTES SEWER KEYNOTES IRRIGATION KEYNOTES �07:' INSTALL 6"VERTICAL CURB&GUTTER PER TFSD-701 TIE INTO EXISTING 12"WATER MAIN LINE.NOTE:TAPPING LIVE LINES TO INSTALL A DOGHOUSE MANHOLE PER DETAIL 2,SHEET CAO.STANDARD �' BE COMPLETED BY THE CITY OF TWIN FALLS WATER DEPARTMENT. 56 MANHOLE TYPE A(TFSD-501)TO BE USED AS PRECAST BASE.INSTALL 81 INSTALL 2'X Z IRRIGATION BOX PER TFSD-619 37 LICENSED CONTRACTORS MAY ONLY TAP LIVE LINES WHEN RING AND COLLAR PER ISPWC SD-508 D 62 INSTALL CURB TURN FILLET APPROACH PER TFSD-708A SPECIFICALLY AUTHORIZED BY THE CITY OF TWIN FALLS WATER INSTALL 8"PRIVATE SANITARY SEWER MAIN LINE.LENGTH&SLOPE PER g2 INSTALL 12"SDR-35 PIPE.LENGTH&SLOPE PER PLANS SUPERINTENDENT ON A CASE-BY-CASE BASIS. 57 PLANS. PAGE 5 O F 2 03' SECT ION INSTALL 66VALLEY GUTTER PER TFSD-708*VALLEY GUTTER TYPICAL INSTALL 8"32 INSTALL 8"D.I.WATER MAIN LINE.LENGTH PER PLANS 58 MARKER PER SANITARY ISPWCPWC SD-512R INCLUDE STANDARD SERVICE SEE ELEVATE E PLAN CIVIL DRAWINGS 83 TIE INTO EXISTING CULVERT FOR CONTINUATION. CITY OF TWIN FALLS TIE INTO EXISTING ASPHALT,SAWCUT AS REQUIRED PER TFSD-303 33 INSTALL 8"CAP&MARK(TO SURFACE).INCLUDE ALL APPURTENANCES. INSTALL 4'X 4'IRRIGATION BOX WITH INTAKE SCREEN.SEE SITE PLAN FOR I I I I INSTALL DEPRESSED CURB HEAD PER TFSD-701*NOTE J* STORM DRAIN KEYNOTES SEE ELEVATE SITE PLAN CIVIL DRAWINGS FOR CONTINUATION ADDITIONAL DETAILS APPROVED PUBLIC C09i INSTALL STORM 34 INSTALL 8"GATE VALVE 66 SLOPE PER PLANS DRAIN PIPE.USE SDR-35 PVC PIPE.LENGTH,SIZE,& INFRASTRUCTURE ( 0 INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712A POTABLE&NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407 (2020),MINIMUM 1.5'VERTICAL SEPARATION © INSTALL STORM DRAIN CURB CATCH BASIN PER TFSD-602 PERMIT C■3■O C07:' INSTALL 6 LF CURB TRANSITION PER ISPWC SD-707(2020). 36 INSTALL FIRE HYDRANT W/GATE VALVE PER TFSD-404.INCLUDE ALL 68 INSTALL STORM DRAIN FLARED END,SIZE PER PLANS. E-2025-001 O8: INSTALL NO PARKING ANYTIME SIGN PER MUTCD OTHER APPURTENANCES O 0710312025— SMO 69 INSTALL 8'X 8'RIP RAP PAD AT STORM OUTLET.(1 FT DEEP). PAGE 5 H:\12024\ID-1 U84-24 Elevate Academy(TF)-Harrison Site\Project DaWW2 CAD,2.03 Sheet Files\Construction Drawings\IMPROVEMENTS\C.3.0_HARRISON STREET PLAN&PROFILE.tlwg-P&P HARRISON SOUTH-6/2712025 03:18pm,javier.rdmirez 1 2 3 4 5 V1 0 N nPICALSTREETWIDENING aj CL OF AN EXISTING ROW PER �N U SHOULDER OR BIKEWAY�~12 �—�12'L­ SHOULDER OR BIKEWAY FSD-806 EXTRAVELLANE EL ANE >.v M o � Y ROW ROW 3 N II�6 5 48'BACKOTO BACK 5 8' 0. d cV p 2'UTILIn SETBACK L� LANDSCAPE ig' iy 1g' LANDSCAPE 2•UTILIn SETBACK I/ILy� u5:a 2 O Z5 TURN BAY 2y% I--I I.y >_LL aD t .W/ Y s C AGGREGATE ATEBASEPACTED DRAINAGE SYSTEM CALCULATIONS 0 z ' All 12"PIT RUN GRAVEL AGGREGATE BASE PER IMPACT PROTECTION IAW 2018 IFC 312 DETAIL TFSD-709 - 41NCH STEEL CONCRETE FILL w A TYPE D DE I suRRA - 4 FOOT MAX SPACING W N SEPARATION 5"ASPHALT PLANT MIX 2•-6'VERTICAL SYSTEM REQUIREMENTS: - 3 FOOT MIN DEPTH CONCRETE FOOT GEOTEXTILE CHIP AND SEAL COAT CURB&GUTTER - 3 FOOT MIN HEIGHT N PROPOSED ASPHALT PER TFSD-701 w DRAINAGE AREA OF"ELEVATE ACADEMY-TWIN FALLS"ROADWAY IMPROVEMENTS: 44,947 SF 3 FOOT MIN PROXIMITY TO PROTECTED OBJECTS 3/4"CRUSHED GRAVEL OZU t24' IMPERVIOUS LANDSCAPE VOLUME REQ'D Z Z.W.0) PROPOSED ASPHALT ADDITION 6,078 SF 5,491 SF 1,132 CF OO fN() *NOTE:PAVEMENT SECTION BASED ON TFSD-801 NZ LU Z BASIN B: 25,028 SF 8,350 SF 4,095 CF Q D) 1 78- ROW COLLECTOR- 3 LANES WITH STRIPED BIKEWAYS �UJz -4.0 48- OF ROAD SURFACE DESIGN STORM: 50-YEAR,24-HR EVENT OF 1.9 IN. o LL REQUIRED DRAINAGE PER TOTAL LANDSCAPE AREA: 548 CF PUBLIC ROADWAY 6,317 SF"0.25(1.9 IN 112 IN/FT) -CITY OF TWIN FALLS JURISDICTION - REQUIRED DRAINAGE PER TOTAL IMPERVIOUS AREA: 4,679 CIF n N N REQUIRES ENGINEERING 27,842 SF'0.95(1.91N/12N/FT) O w N N INSPECTION, TESTING 8L INSPECTION TOT ORMVOLUMEREQUIRED: 5,227CF ;o 0 0 [-46'DR 61'DIAMETER REPORTS, & PROJECT ENGINEER STORAGE SYSTEM: CERTIFICATION POND A-BASIN A STANDARD MANHOLE PER 4b"Olt 60"DIAMETER Contact: 208-736-3446 OR REQUIRED 1,132 CF PROVIDED 1,179 CIF N N STANDARD DRAWING FLEXIBLE RUBBER BOOT IN CONFORMANCE WITH ASTM C-923 O N rn U engineeringinspectors@tfid.org POND B-BASIN B w � L; TFSD-501 < RISER UNIT Z Z REQUIRED 4,095 CF .. PROVIDED 4,276 CIF Z BDOGHOUSE BASE :', _____________—___________________—___________________—___________________—___________________—___________________ a SUMMARYS AL ow Y W PIPE WITH ANNULUS BRCK ANDND O 0 0 U d DOGHOUSE TOTAL STORAGE REQUIRED: 5,227 CF SEAL AROUND EXISTNG PIPE BASE MORTAR TOTAL STORAGE PROVIDED: 5,455 CF W NTH NON-SHRINK GROUT­_ RUBBER BOOT y S\ONAL y PROPOSED PIPE TOTAL RETENTION VOLUME PROVIDED: 5,455 CF J18� 4"X6"X16"SOLD CONCRETE BLOCK STACKED TWO HIGH(TWO SETS ' 21097 g EACH SIDE OF EXISTING MAIN) POUR 6"BASE �.p O`kP� MINIMU TOO LJJ z�izozs � �T\S,11 UNDISTURBED AREA ewe '2 .-x- 1 WRE MESH sTINLS`0 MIN.12" y,y' FORMED INVERT TO ALLOW FLOW TO EXISTING PIPE.MAY BE POURED AT V SAME TIME AS BASE. g57 STONE COMPACTED CONCRETE BLOCK CUT AND REMOVE TOP HALF OF PIPE 6x6-W&W8 WOVEN WIRE MESH AFTER APPROVED VACUUM TESTING BASE UNIT INSTALLMENT INVERT INSTALLMENT 2 DOGHOUSE MANHOLE TOMC.4.0 SCALE:NTS in ujC Lu Lu t _ -- ®� Lu Q -----,i•w- -----3 w ----,_, - BASINB-,:—w-----,i•W-- T:w -- --- --- ILLZ BASIN A Lu � 05 _ — Mro R RR IRR RRM I.. !RR R _ off$ - - — — — — — — — — — — — — — — - - — - - — — - - - - - — W Lu POND A W (q v SURFACE STORM RETENTION REQUIRES Q ENGINEERING INSPECTION Contact for engineering inspections: POND B - 208-735-3446 OR engineeringinspectors@tfid.org u I D 3 ROADWAY IMPROVEMENTS DRAINAGE BASIN KEYMAP PAGE 6 OF 12 C.4.0 SCALE: =40' CITY OF TWIN FALLS APPROVED PUBLIC II�II INFRASTRUCTURE PERMIT �■�■O E-2025-001 0710312025-SMO PAGE 6 RV202MID-10484-24 Elevate Acaderey(TF)-Harrison SileTmjed DaW02 CAD,2.03 Sheet Files\Construction Drawings\IMPROVEMENTS\c.4.0_SITE 6 DRAINAGE DETAILS.Bwg-SITE PLAN DETAILS- 6/27/2025 02:16pm,Nick.Cro% 1 2 3 4 5 N - vT)o7 E _ _ O -----_—________l _ 1J-ii I_ __� �`L ____ ___ ____ ___� ___ ,a__ O O� - - f-I d N O` - - - -- --_ vl N d m o of 0 N HARRISON ST SOUTH O m z c -- --- - --- A +zw - — ------ m_ Iz w t _ __ - - __ __ ___ ___ -_. ___ _____________ n— � Mla MM AYa .. . r _- --- — — — — — — — — — — — — — — — - - — — — /i — T — Z 0- �� ? L v ' �wz -- rr - - _ _ rnof, WATER-HOT TAPS TO BE COLLETED BY FIRE HYDRANTS (DUCZ�LE IRON,TRACER ALL SANITARY SEdVER / o Q X�3 WIRE,- THRUST BLOCKS) REQUIRE � CONNECTIONS TO BE,INSPECTED % ��/ � � 0 POND; a CITY-WATER DEPARTMENT N POND ; - ENGINEERING INSPECTION BY CITY WASTEWATER/� / ,Ir Contact: 208-736-2274 0R208-736-2275 - _ 48, Contact for engineering inspections: DEPARTMENT ;/ 208-735-3446 OR Contact: 208-7 r6-2274 OR / � � � � w engineefinginspector a tfid.org 208-736 2275 I' N O SURFACE STORM RETENTION % I ; z ; z O -, (SWALES%BASINS/PONDS%ETC.) REQUIRES z B ENGINEERING INSPECTIONwl I Contact for engineering inspections: a w 20�-735-3446 OR engineeringinspectors@tfid.orq I w W 55WHALE'YC uGENSEp 21097 W z7izozs� ti Station Station ✓GSrN T.5`o� 0+00 1+00 2+00 0+00 1+00 2+00 2+25 389 V 39 388 EXISTING ROADWAY EXISTING ROADWAY 390 388 390 388] PROPOSEDSURFACE BANK PROPOSED SURFACE ____ - _ BANK 390 ---_--_- 388 390 M 388 —' --- SDINLET-A I �- "'� SEE SHEET C.30 --_ TOM j38 SEE SHEET C.3.0 �- HW EL=3888.0' 7 3884 389 388 _ ------ 3897 SD FLARED END-A �8 38 INV.=3896.9T - 388 SOFLARED END-C a F 389 RIP RAP EXISTING SURFACE 388 INV.=3881.79' RIP RAP C LLJ rn M g N n r v$ co wm r- m^ m Q �^ W $ W m M �^ M W W 1 STORM POND A- CROSS SECTION 2 STORM POND B - CROSS SECTION C.4.1 O a 0 SCALE:1"=20'HORIZONTAL(1"=4'VERTICAL) C.4.1 SCALE:1"=20'HORIZONTAL(1"=4'VERTICAL) < Z LL W Z 0 SURFACE STORM RETENTION (SWALES/BASINS/PONDS/ETC.) REQUIRES CITY ENGINEERING INSPECTION ♦� a Contactly- for engineering inspections: 208-735-3446 OR engineeringinspectors@tfid.org V p Z J � Q W Z V D ffPA 7 OF 2 CITY OF TWIN FALLS APPROVED PUBLICINFRASTRUCTURE PERMIT . � E-2025-0010710312025-SMO 7 H:V2024\10-10484-24 Elevate Academy ff)-Harrison Site\P.pa D.W\02 CAD\2.03 Sheet Files\Construction Drawings\IMPROVEMENTS\C.4.1_STORM POND DETAILS.dwg-SITE PLAN DETAILS- 6/27/2025 02:07pm,Nick.Crofl 1 2 3 4 5 r/� y N V1 0 N ./ R O W O F C k - (%7 N 0 U l0 camt M U w N 11�1�\VJII oilx � Y U Fs d N O III F y FII >L_ Gp L N Q Fy N I4 0 30' 81Y Y NU //IIyrXy Y•> . �...�C�ALlIIIiI�-------I����^-•. w /�. s `\•'�--- ----- 1 O NVN) SCALE 1'=30' r �__ YIA --- ----- --- - ---- ---- "-MI ----- -- ---- - --- --- - ---- -_ - __— __ - - -- i } - - --- y- ____ --_ -_- Z. Z rn W. _ HARRISON STREET W f S- '. Z a'W 2 'oe LOD L LOD LOD LOD LOD LOD LOD LOD }/OD LO �� '� - COD LOD - LOD- —LO LOD ,LOD LOD/'� LOD�- LOD ,'LOD LS7D LOD - LOD LOD LOD LOD LOD 3 ___ ----- =�z _ ____ ___________z________ -___---_--_ _ _ 4 1 "-"" _ 7 4 _ 3 ____ _-- ____ LL ---"_ 3 _ _ c ,wa _ _ " -�"" __ ------- 5 - ® ®,_ °�' 2 — — GOTt t — — / `} 001 OOl z sue',3 _ OOl �— _ 2 K_' `-, Y — — — — — r — T — — — 0 O N '\/ 30' °p p0A e§1. 9`Or 1 'r 30' O K a M w 0 N O O O O U z z �S r / O/ H OOT I � O I ❑� N � w O I � ❑ O O U d W y gWHAL E C / I NSE�N/yF, W LEGEN6 EROSION CONTROL NOTES 2 —+-nm � W �27/20 2025� SF SF— SILT FENCE SEE DETAIL THIS SHEET OF\0 4~ 1) BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE STUN T.SGo n CONSTRUCTION FENCE DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. 2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. PROPERTY BOUNDARY 3) FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. LOD LOD— LIMITS OF DISTURBANCE 4) INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS INDICATED ON THIS PLAN SHEET. DIRECTION OF EXISTING OVERLAND FLOW 5) INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM WOVEN FABRIC SANDBAG FILLED WITH DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. COARSE SAND-MIN WEIGHT 40 LES. 6) CONTRACTOR WILL BEGIN DEMOLITION,GRADING,EXCAVATION,AND RETRIEVAL STRAP INLET PROTECTION SEE DETAIL THIS SHEET CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS 4"PVC PIPE FOR DRAINAGE ARE COMPLETED,CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. 24"MIN ® PORTABLE TOILET CONTAINMENT 7) AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND ® J.BVTE DUMPSTER PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS.SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES ,Ill -I' 1�y INDICATED ON THE GRADING PLAN. ;:'';l:}::.:.' ������Ij-111 - R y-'"N" IF 4"PVC PIPE Z ,.I 6"MIN 8) LANDSCAPE ESTABLISHMENT,REMOVE TEMPORARY MEASURES AND CLEAN UJ Q� FLOW DIAMETER ROCK r C CONCRETE WASHOUT.REA STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 9) THE BMPS AND SITE WILL BE MONITORED REGULARLY,ANY ADDITIONAL III-III-III- II-III-IP 48+II" II-III-IP on_n_n_n_nq BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR ���' FRONT VIEW II� ��- MIN 48 1 12" Lu J INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. O STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL 10) CONTRACTOR TO UTILIZE STABILIZED CONSTRUCTION ENTRANCE FOR Q THIS SHEET VEHICLE TIRE WASH,AS NECESSARY. OVERFLOW PEAK STORM) SANDBAG BARRIER CROSS-SECTION o z SPC-2 O INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN O Q Q U O INLETS,2 BAGS HIGH PER BMP31.ALL SILT TO BE REMOVED GEOTEXTILE FABRIC EQUAL ALTERNATE:STEEL FENCE POST SEDIMENT ACCUMULATION LL REGULARLY(FOR EXISTING AND PROPOSED INLETS) � Q W z Z O2 STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT FILTER FABRIC MATERIAL 60"WIDE ROLLS.USE 2"X 2"14 GA WIRE F 0 ENTRANCES AS SHOWN. OR WIRE RINGS TO ATTACH FABRIC FABRIC OR EQUIV. FILTER FABRIC MATERIAL Q O O3 CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68 INLET PROTECTION(PAVED AREA) TO WIRE BMP 31 2"X2"14 GA WIRE w O PROVIDE DUST CONTROL FOR ENTIRE SITE. FABRIC OR EQUIV. OS CONCRETE WASHOUT AREA o W NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION R25 iv \\ G� O O O OG O O�O�O� O Q�P pPO 5p,MIN o 0 0� 0� o o�o PROVIDE 3/4"-1 1/2"WASHED GRAVEL r\, APPROXIMATE QUANTITY SUMMARY BACKFILL IN TRENCH AND ON BOTH LINEAR FIBER ROLL - J0 -�� - _=- SIDES OR FILTER FENCE FABRIC ON THE SURFACE SILT FENCE 850 LF CONSTRUCTION FENCE - EARTH DIKE&DRAINAGE FILTER FABRIC N _ BURY BOTTOM OF FILTER MATERIAL IN 2"X 4"WOOD POST ALT: SWALE COARSE AGGREGATE 8"X12"TRENCH STEEL FENCE POSTS RP RAP - 1"TO 3" D HYDROSE - PAGE H OF Z STABILIZEDD CON CONSTRUCTION 2 STABILIZED CONSTRUCTION ENTRANCE SILT FENCE ENTRANCE STABILIZED STAGING AREA 1 EC-5 BMP 63-68 CITY OF TWIN FALLS CONCRETE WASH OUT 1 APPROVED PUBLIC II�II SEDIMENT BASIN - WHEELWASH - INFRASTRUCTURE INLET PROTECTION 4 CHECK DAM _ PERMIT LIMITS OF DISTURBANCE 31.28 AC E-2025-001 5 O PROJECT ACRES t1.28 AC 0710312025-SMO PAGE 8 HA1202MID-10484-24 Elevate Academy(TF)-Harrison Site\Project DaW02 CAD\2.03 Sheet Files\Construction Drawings\IMPROVEMENTS\C.5.0_EROSION CONTROLtlwg-Layouts-6/27/2025 02:08pm,Nick.Croft 1 2 3 4 5 i ICI IfJ ° -- °\ III FIRE HVDRANTS(FH)AND FIRE DEPARTMENT CONNECTIONS y N Bill (Q __ _ __ __ _ -_ _ -- f li ' (FDC)SHALL BE KEPT CLEAR FOR ALL WEATHER,ALL HOUR ---- e III R- - ,G 'B (,2 EMERGENCY ACCESS.FH SHALL HAVE A 6 FOOT DIAMETERAt j CLEAR AREA AND FDC SHALL HAVE A 3 FOOT PATH OF U'7 N r e ° - ---° - - - --. - --- --- --.a- ---e- _ I CLEARA CE FROM THE EMERGENCY ACCESS ROAD TO THE ).'T O ^ r l O E v V L --__ _____ Vim, k__. a 8y. - M _ ___ e ° FDC ON THE BLDG. 3 BID U _ Z m D o - _-_ - _ O O CD N COORDINATE LAND PLANTINGS COO APE SC STRIP & 9 �_ ,-- m SURFACE COVER WITH CITY PARKS DEPARTMENT -0°,.___,°.ss- °.,,- z 0 z HARRISON STREET U N N w (3)SYA ' ry (3)JHR gO� (3)SYA 9°j 3 CKF T�P, (3)CKF m�A (3)SYA �� (3)JH �gy 'LU LU Z O F IF (3)JHR ,SE, () (3)SYA __-_- -> _> ❑W 2 77 SITE LANDSCAPE _ SITE LANDSCAPE _ PLA�Nb--NOT A PEA°oyRT PLANS-NOT A PART " >❑ ao �aaa of HARRISON STREET z z U- _ F N z o O g 9°` �;� REFERENCE NOTES SCHEDULE 3 JHR „p (3)CKF „� 0 �ro 1� ¢ ❑ p -' DESCRIPTION QTY DETAIL ❑ J \ .°'...::.. .. : :::::..::..>.. •..:...c::..:•...'',.�.. °:i.",. °, ,°: e>.''.• .' .,,, °. .s.. . ..°:°�� - ("DEPTH OF MINI PPVE CTURED TONE 3310SF 1/L2.0 (9 ILL! o mKIMBERLVNURSERV OR EQUAL) ' LL' co - _ -- • - �/�jA�/ /A/ / /� V/V/ /A/ / /� ��V/ /A V/ / V/ / INTERIM REVIEW PLANT SCHEDULE W FORTE PURPOSE OF INTERIM \/\/\ \ \/\/\/ \/ / REVIEW.ITISNOTTOBEUSED (W - _ _ _ _ _ _ _ _ _ _ �� % A%Aj /A/A CODE QTY BOTANICAL/COMMON NAME SIZE LU FOR CONSTRUCTION PURPOSES. (n / r ���j�j\ SHRUBS Imo/ LICENSED LANDSJ.CAPE Lf ARC ITECT LAND CHANCEY JHR 12 JUNIPERUS HORIZONTALIS'BLUE RUG' 2 GAL IDAHO REGISTRATION k LA-11121 BLUE RUG / %\j\ \ \ \/ j ANNUALS/PERENNIALS AVANcuPER GAL U RUSSIAN SAGE /�%�% %�� ORNAMENTAL GRASSES SITE LANDSCAPE \� \ CKF 9 CALAMAGROSTIS%ACUTIFLORA'KARL 1GAL PLANS-NOT A PART \/ /\/ FEATHERR' TOM REED GRASS I SYMBOL QTY BOTANICAL COMMON NAME SIZE \ GROUND COVERS 6,477 SF CUB OM SEED MIX SEED SEE SEED AREA PREPARATION NOTES , . 0 _ AND DRYLAND SEEDING REQUIREMENTS C GENERAL LANDSCAPE NOTES Lj 1 LANDSCBIIDDINGN D INSTALLATIION PURPOSES.IF DISCREPANCIES EXCTOR IS RESPONSIBLE FOR VERIFYING IST,TITIES OF ALL MATERIALS HE PLAN SHALL DICTATE W QUANTITIES TO BE USED. w 2. TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: Q `� R BED AREAS. tD .4 ���������� 3?i LANDSCAPE ROCK AND AREK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER.SUBMIT SAMPLES ,�0 BED AREAS APPROVAL INDICATED ON THE PLANS T THE FOLLOWINIG DEPTHS AL SHALL BE IMPLEMENTED IN ALL PLANTER = Q VQ 3.2. PULL FROM 31. DECORATIVE LL TREES.OF 3"AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN.8"AWAY Q`� Q 4. INSTALLATION SHALL COMPLY WITH ALL NATIONAL,STATE AND LOCAL LAWS AND ORDINANCES. Z Q> 5. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE v SPECIFIED,AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM.USE MATERIALS AS SPECIFIED,NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE DRYLAND SEEDING REQUIREMENTS SOD/SEED AREA PREPARATION NOTES ARCHITECT W 0 GENERAL OVERVIEW 6. BASE PLAN&LOCATION OF EXISTING EQUIPMENTARE SCHEMATIC IN NATURE.FIELD VERIFY ALL BASE& A O TH IS SUMMARY OUTLINES RECOMMENDED REVEGETATION AND SLOPE STABILIZATION MEASURES FOR FIBER MULCH MATERIAL 1. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. EXISTING ELEMENTS PRIOR TO CONSTRUCTION B PROVIDE NECESSARY ADJUSTMENTS. 0�/ DISTURBED AREAS WITHIN THE PROJECT LIMITS AS DEFINED ON ACCOMPANYING PLAN WHICH WILL BE GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL OR APPROVED EQUAL(COMPOSTED 2. NEWLY GRADED SUBGRADES:LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES.REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND 7. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER LL SEEDED SHORT DRYIDAND NOTERANO NOTEROSION AS XSTO PROVIDE AESARE MADE TO POULTRY-BASED MULCH MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS).APPLY AT STICKS,ROOTS,RUBBISH,AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. PLANTING.FOLLOWING THE FIRST 24 HOURS ALL PLANTS SHALL BE WATERED ROUTINELY TO ENSURE PREVENT TERMASURES INCLUDE WELLASTOPROVIN ANAESTHETIC ARATEOF2,o00 LBS PER ACRE. SURVIVABILITY AND PROMOTE ESTABLISHMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TOPSOIL DISTRIBUTION THE MEASURES FINE NCLUDE.THE E AREA ON BE REG ROMUDCONIST GENERALLYES OF OWING 3. SPREAD PLANTING601EOVER LOO6ENEDSUBGRADE. TOPSOIL DAREAS RELATED FINE PROCEDURREGEVETADING,CONSIST GENERALLY OF ALL ORGANIC SOIL AMENDMENT AWATER NGSCHEDULE FOR THE OWNER'S REVIEW AND REFERENCE. DISTURBED AREAS RELATED TO CONSTRUCTION PROCEDURES AND GRADING. GROWN FROM QUATTRO ENVIRONMENTAL,OR APPROVED EQUAL.APPLY AT RATE OF 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. GALLONS PER ACRE. B. THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE OF FINAL GENERAL EARTHWORK ACCEPTANCE. ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION WITH MINIMAL,IF ANY, TACKIFIER 5. UNCHANGED SUBGRADES:IFSURFACE SOIL AS FOLLOWS IN AREAS UNALTERED OR UNDISTURBED BY EXCAVATING,GRADING, STRIPPING DISTURBANCETOTHESURROUNDING NATURAL SLOPE OR VEGETATION.ALL FINISHED GRADES 6HALLBE MULCH TACKIFIER SOIL STABILIZER-ECOLOGY CONTROLS M-BINDER.OR APPROVED EQUAL.TACKIFIER OPERARElMOV PREPARE GRASS,VEGETATION, ANDS: 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF ALL REMOVE EXISTING GRASS,A DEPTH OF LEAST 6.INCHES. MIX INTO SURFACEAMENDMENTS SMOOTH AND ROUNDED GE LAWS AR NATURAL DDITIORAREQUII BETWEEN NEW AND EXISTING GRADES.REFER APPLIED AT RATE OF 80 LBS PER ACRE. B. PROPORTIONS SOIL THOROUGHY INTO MR 6IINCHES.APPLY SOIL SOIL TO A HOMOGENEOUS GE FEUS MIERSACCO FINE T TO EXTURE.LNG SOIL MIX UNDE REFOUND DAMAGEUTILITIES OCCUR UNDERGROUND UTILITIES OF LANDSCAPE AND IRRIGATION ELEMENTS, TO GRADING AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. PROPORTIONS AND MIX THOROUGHLY INTO TOP 61NCHE5 OF SOIL.TILL SOIL TO A HOMOGENEOUS MIMURE OF FINE TEXTURE. SHOULD AND DAMAGE OCCUR DI UNDERGROUND UTILITIES THE CONTRACTOR SHALL REPLACE OR HYRDOSEEDING REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE OWNER. SITE PREPARATIONHOULD BEGIN MIX MENDASPECIFIED.EED AAPPLY SEEDED NIC SLURRY EVENLY ENT ININ TO WATERPER MANUFACTURER'S g, APPLY REMOVE ENTS LARGER TLYTHAN 1INCHO S IN ANY IL BEFORE SION LOOSENING. TO EARTHWORKPROCESS AND HALL BE CHIPPED O SHRUBS FROM THEHEAREAS TO AMOUNT RECOMMENDATIONSINEXCESE OF THAT WHICH ENBINULCHED ONSAMEDA DIRECTIONS.ROADS, A. REMOVE DISPOSLARGERTE MATERIAL, GRAS,VFG AND STICKS,ON,AND TURF,TRASH, OFF OWNERS AND OTHER EXTRANEOUS MATTER. 10.PRIORNTRACTEDLICEIC TREE RTIFIEINSTALLATION,RBORIPRUNING IT A COMPLETE TREE PLEASE HAVE OIRTRIBUGANIC A WOODY THE TOP STEMS B.NATURAL TOPS IL CHIPPED ON SITE TOI DEPTHS ON THE PROJECT C HYDROSYS,STR CIN EXCESS AREAS NOT TO BE SEEDED. HYDROEED,TRAP IN OF ROADS, B. LEGALLY DISPOSE OF WASTE MATERIAL INCLUDING GRASS,VEGETATION,ANOTURF,OFF OWNER'S PROPERTY. THE CONTRACTED T LEAST 10 DAYS PRIOR TO WORISB SUBMITAO MEDFOR PUBLICCTOJE TTOI ERMIT ORGANIC MATERIAL INTHE BE EXCLNATURALTOPSOILOCCURSATVARYINGATED DEPTHS ON THE PROJECT WALKWAYSAW ER FU ES WITHT ND TRACK MASNOTTO RKS PERPENDICULAR DICUL RTOT E LOPE.AFTER TRACKED,EED USING AMULCH CERTIFIED ARBTLEASTIORMA ON AND ART ANDI COMPLETION DATER THIS PROJECT TO INCLUDE SITE. IL GRADING OPERATIONS. EXCAVATED ADN STOCKPILED AT DESIGNATED STORAGE AREAS PRIOR TO CLEXWITH ED CRAWLER MULCH MAT RIAL AND TACKIFIER. TO THE SLOPE.AFTER TRACKED,MULCH SLOPE ]. OR US V2INCH OF FIN PLANTING AREAS TOASMOOTH,UNIFORM SURFACE PLANE WITH LOOSE,UNIFORMLY FINE TEXTURE.GRADE TO WITHIN PLUS CERTIFIED ARBORIST INFORMATION AND START AND COMPLETION DATES." THE PROPOSED GRADING OPERATIONS. WITH FERTILE-FIBER MULCH MATERIAL AND TACKIFIER. OR MINUS tl21NGH OF FINISH ELEVATION.ROLL AND RAKE,REMOVE RIDGES,AND FILL DEPRESSIONS TO MEET FINISH GRADES.LIMIT FINISH GRADING TO AREASTHATCANSEPLANTED IN THE IMMEDIATE FUTURE, 11.DIMENSIONS SHOWN ON LANDSCAPE PLAN ARE SHOWN FOR REFERENCE AND TO AID IN INSTALLATION. TOPSOIL DISTRIBUTION MAINTENANCE ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED,THE IMMEDIATELY RESEED AREAS WHICH SHOW BARE SPOTS.MINIMUM ACCEPTABLE PLANT COVERAGE IS 6, MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY.WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING.DO NOT CREATE SLIGHT DEVIATIONS(+/_1')FROM THE DIMENSIONS SHOWN ARE ACCEPTABLE AS LONG AS THE OVERALL PAGE 9 OF 2 TOPS OIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED.WHERE NEEDED, SO%AFTER ONE GROWING SEASON.PROTECT SEEDED AREAS DURING MAINTENANCE PERIOD.THE SEED MUDDY SOIL. INTENT OF THE DESIGN IS MAINTAINED. SLOPES SHOULD BE DAYS OF INATE LIGHTLVCOMPACTTED UTILIZING DED IA SMALL CLEATED TRACTORMOVNG PERPENDICULAR TO THE CONTOURS AND BECOME ESTABLISHED FOR SUTH SER­ON TO HOLD ADEQUAIFELY.TOPSOIL SHOULD BE SPREAD AND WILL REQUIRE APPROXIMAIFELY CCESSFUL SURVIVAL WTHBNORM&MINIMAL SUMMER PRECIPITATION. 12.THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING TREES DAMAGE OR ANOTHER METHOD WITH EQUAL GAPABILITY.IT IS RECOMMENDED THAT ANY NECESSARY MECHANICAL 9. BEFORE PLANTING,OBTAIN LANDSCAPE ARCHITECTS ACCEPTANCE OF FINISH GRADING;RESTORE PLANTING AREAS IF ERODED OR OTHERWISE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER OR DEVELOPER. CITY OF TWIN FALLS DISTURBED AFTER FINISH GRADING. MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE.ONCE TOPSOIL HAS SEEDING TIME BE IN13.IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS SHALL BE PROVIDED USING EISTI G P I�p BEEN DISTRIBUTED SURFACES CRUSTING GRADED,NDTOFACILIT TE BE TER IMMEDIATELY TION,THE SUR ORDEROU OPTIMAL TOOINGTIMER TO LATE THE BETWEEN GERMI ATIONMID-SEPTEMBERNOTR AND MID RIORT OAF 10. SEED SHALL BE HYDROSEED OR DRILL 6EE0 AT THE CONTRACTOR'S OPTION.AREAS WITH A4:I SLOPE OR GREATER SHALL BE HVDROSEEDED. , BE SC RIFLED RIOR TOSEEDIAND TO FACILITATE BETTER ROOT PENETRATION,THE SURFACE SHOULD D EDING APPLIED TOO EARLS ALL BE LATE AND PROPER SPRING, GERMINATION IS NOT IS WORKABLE E(NOTL IRRIGATIONGRASS AND THE AND DRIPSOURCE.THETUBING WITH IN LINE FOR SHRUB B N V/A�C OVER PUBLIC II II BE SCARIFIED PRIOR TO SEEDING. TOO DY)HEWENMARG AND EARLY TIME AS SOILOILISWO WEATHER E(NOT 11. CONTRACTOR SHALL SUBMIT CERTIFICATE OF SEED AGIOR SOD SOURCE. FOR S.SEEI RI AREAS LANE FOR EXACT WITHIN LINE EMITTERS FOR SHRUB AND FREE PLANTING T00 MUDDY)BETWEEN MARCH AND MI0.MAV.THIS PLANTING TIME PROVIDES THE OPTIMUM WEATHER AREAS.SEE IRRIGATION PLANS FOR EXACT LAYOUT. SEEDING CONDITIONS FOR SEED GERMINATION AND SEEDLING SURVIVAL RATE.SEEDING AFTER NOVEMBER 20, 12, COMRACTOR SHALL SUBMIT TOPSOIL SAMPLES,TO QUALIFIED SOIL-TESTING LABORATORY,SUCH AS THE TEXAS ABM EXTENSION SERVICE TOPSOIL INFRASTRUCTURE SEED OF GRASS SEPCIES AS FOLLOWS,WITH NOT LESS THAN 95%PERCENT GERMINATION,NOT LESS 'DORMANT SEEDING'ENSURES THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER SAMPLES SHALL BE FURNISHED FROM TWO(2)LOCATIONS OF STOCKPILED EXISTING TOPSOIL TO BE RE-USED ON SITE.IF IMPORTED TOPSOIL IS 14.UTILITY LAYOUTS FOR THE SITE PLAN SUBMITTAL ARE DIAGRAMMATIC AND SUBJECT DOCHANGE AS THE THAN BS%PURE SEED,AND NOT MORE THAN 0.5%WEED SEED: TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS, PROPOSED,A SOIL ANALYSIS SHALL BE PROVIDED FROM THE SOURCE MATERIAL AS WELL. DE SIGN PROGRESSES.THE LANDSCAPE PLAN WILL BE UPDATED ACCORDINGLY TO SOLVE CONFLICTSPERMIT L 25.0%SHEEP FESCUE BETWEEN UTILITIES/UTILITY EASEMENTS AND PLANTINGS. �■ ■0 2.25.0%CREEPING RED FESCUE WATER 13. FOR MANUFACTURER. RESEED APPLICATIONS,PROVIDER HYDR0.MULCH CAP(PRO MATRIX BY PROFILE,OR APPROVED EQUAL).APPLICATION RATE PER 3.25.0%HARD FESCUE THEE PROPER SHALL SEED SUPPLEMENTAL WATER ANDIORATEMPORARY IRRIGATION SYSTEM MANUFACTURER. E-2025-001 4.250%WINGLEY CHEWINGS FESCUE TO ENSURE PROPER SEED GERMINATION. ` J FERTILIZATION 14. P VIDEOTASSI MINTHRELEAS SITIONASR(GRANULAR OR NDEDBYTHET FERTILIZER REQUIREDSOI TEST RENG PORT. WATER-INSOLUBLE NITROGEN,PHOSPHORUS,AND 07/03/2025-SMO FERTILIZATION IS NOT RECOMMENDED FOR DRVLAND SEEDING DUE TO PROMOTION OF WEED POTASSIUM IN THE COMPOSITION AS RECOMMENDED BY THE REQUIRED SOIL TEST REPORT. COMPETITION.PROVIDE WEED ARATEMENT MEASURES PRIOR TO SEEDING TO LIMIT WEED COMPETITION. PAGE 9 PA12024\10-10484-24 Elevate AoaOel(TEL-Harrison Sile\Projea DaI CAD\2.03 Sheet FilesV3o strudoR Drawings\IMPROVEMENTS\L.1.0_ROADWAY LANDSCAPE PLAN.d g-PLAN- 6/27/2025 02:09pl Nick.CroR 1 2 3 4 5 r/� y N V1 0 N (n N W O NOTES: CLEAN TOPSOIL,IMPORTED OR STOCKPILED.DEPTH PER PLANS AND INSTALL SHRUB 0 m cL 0 1. KEEP TOP OF DECORATIVE ROCK 1/2"BELOW ADJACENT WALKS AND PLANTING DETAILS TAPER DOWN 9=z D- ' NDEPTH OF ROOT BALL EVEN � CURBS.DO NOT ALLOW MULCH TO TOUCH THE TRUNK OF ANY PLANT. WITH FINISH INSTALL GRASS/ > m of r INSTALL MULCH AFTER INSTALLATION OF WEED BARRIER FABRIC AND MULCH AT GRADE AND KEEP TAPER DOWN DEPTH PERENNIAL ROOT BALL m o MIX LOWER 2"OF N PLANT MATERIAL. CROWN OF MULCH AWAY OF MULCH AT CROWN EVEN WITH FINISH V x TOPSOIL AND m_ 2. CONTRACTOR TO ENSURE THAT TOP OF WEED BARRIER FABRIC IS PLANT FROM BASE OF OF PLANT GRADE AND KEEP O c UPPER 2"OF n FREE OF SOILS AND DEBRIS PRIOR TO PLACING MULCH. PLANTING,OIL a PLANT MULCH AWAY FROM z _ _ TILLEDPLANTING SOIL A 3. ROCK/STONE MULCH COLOR AND SIZE PER LEGEND AND SUB-GRADE. EXISTING a 0 BASE OF PLANT x N SPECIFICATIONS. CONSTRUCT 2-3" TILL UPPER 6"OF SUBGRADE TALL WATERING PREPARED PLANTING CONSTRUCT 2-3"TALL N MULCH a AREA w SUBGRADE PRIOR RING AROUND EDGE WATERING RING AROUND TO INSTALLATION OF PLANTING PIT MULCH EDGE OF PLANTING PIT (� z z N ADJACENT I-III-III-III-III-III-III-I I-III-I ITi I_ OF TOPSOIL \\\j\\/\ /\\j\\j\�j Z N=O -1 =1 III III III III=1 I-III=1 - Z 0- EDGING. O HARDSCAPE OR I I I—I I SCARIFY SIDES OF w~~ =III III —III \//�\ /\ /\ PLANTING HOLE a N -III „I 11 II I= \/ice/iiii / /\/ /\\/ i Q = Z_ UNDISTURBED SUBGRADE \\\\\\�\\\\\\\ °' BOULDER,IF APPLICABLE NOTES: /\ \ 3 2 X ROOTBALL \// / SCARIFY SIDES OF LL o 1. LANDSCAPE CONTRACTOR SHALL CONFIRM SUBBASE FINISH GRADE WITH DIAMETER PLANTING HOLE o DEWITT SOZ WEED GENERAL CONTRACTOR PRIOR TO INSTALLATION OF TOPSOIL. NOTES: —III=1I—I I1=1 1=1I—I I—III—I —I 1-� - BARRIER OR OWNER III- - - - - —III—iTII APPROVED EQUAL 2. LANDSCAPE CONTRACTOR RESPONSIBLE TO LEAVE TOPSOIL FINISH 1. EXCAVATE SHRUB PITS AS ROUND PLANTING HOLES. 2 X CONTAINER GRADE AT THE CORRECT LEVEL TO ACCOMMODATE TURFGRASS OR DIAMETER DECORATIVE LANDSCAPE 2 LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE SHALL APPROVE t z N N ROCK.TYPE AND DEPTH MULCH AND STILL BE z"BELOW ADJACENT HARDSCAPE .S. < PLANT MATERIAL HEALTH AND CONDITION PRIOR TO PLANTING. o N PER NOTES AND LEGENDS. 3. LANDSCAPE CONTRACTOR RESPONSIBLE TO COMPACT AND ALLOW NOTES: > g g SETTLING OF TOPSOIL AND SUB-GRADE PRIOR TO PLANTING,SEEDING,OR 1. EXCAVATE ORNAMENTAL GRASS/PERENNIAL PITS AS ROUND HOLES. w a EXISTING SUBGRADE LAYING OF TURF SOD. Q a xk w DECORATIVE LANDSCAPE ROCK 2 TOPSOIL 3 SHRUB AND PERENNIAL ORNAMENTAL GRASS N NOT TO SCALE H-PAV-MLC-22 NOT TO SCALE H-PLT-SOL-35 NOT TO SCALE H-PLT-SHR-26 NOT TO SCALE H-PLT-SHR-25 O N U U U 0 F F Z_ Z 0 G O_ Z_ R 3 w W COORDINATE LANDSCAPE STRIP PLANTINGS & w w 3 ILL 7� SURFACE COVER WITH CITY PARKS DEPARTMENT w cn INTERIM REVIEW THIS DOCUMENT IS RELEASED W FOR THE PURPOSE OF INTERIM REVIEW.ITISNOTTOBEUSED FOR CONSTRUCTION PURPOSES. W w/ LICENSED LANDSCAPE Lf ARCHITECT KENDALL J.HANCEY IDAHO REGISTRATION 1LA-16920 V Tom C W W Q J o w � o o Lij a LL W Q W ~ � `� a o � z W < Z � Q W Z V D tAGE 1 O 1 CITY OF TWIN FALLS APPROVED PUBLICINFRASTRUCTURE PERMIT ■O E-2025-0010710312025- SMO 10 HA1202MID-10484-24 Elevate Aw4emy(TF)-Harrison Site\Project Date\02 CAD\2.03 Sheet Files\Construction Drawings\IMPROVEMENTS\L.1.0_ROADWAY LANDSCAPE PLAN.rlwg-DETAILS- W712025 02:09pm,Nick.Croft 1 2 3 4 5 SITE WORK Vl N 0 N EXAMINATION SYSTEM PERFORMANCE REQUIREMENTS COMPONENTS D. GRADE SAND DRAINING r l rn N E A. SITE VERIFICATION OF CONDITIONS 1. GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED. U >.7 M O 1. 48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE,CONTACT A. MINIMUM WATER COVERAGE 100 PERCENT OF TURF AND PLANTING AREAS. a TTINGS: 1.1. SLOPE PIPE TO DRAIN TO CONTROL VALVE BOX WHERE POSSIBLE. M1l 3 W N U IDAHO DIGLINE OR OTHER LOCALLY RECOGNIZED AND REPUTABLE B. LOCATION OF SPRINKLERS AND SPECIALTIES:DESIGN LOCATION WILL BE APPROXIMATE, t. BE CONTINUOUSLY AND PERMANENTLY MARKED WITH MANUFACTURER'S NAME, 12. WHERE THIS IS NOT POSSIBLE,SLOPE PIPE TO A MINIMUM NUMBER OF LOW W y GO Y UNDERGROUND UTILITY LOCATOR SERVICE COMPANY TO ARRANGE FOR MADE MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS WORKING PRESSURE. POINTS.AT THESE LOW POINTS,INSTALL AN AUTOMATIC KING DRAIN. O m NO SHALLBE POLY ETHYLENE^POLY'PI PE.MAINLINE PIPINGSHALL 1.3. INSTALL 2 INCH CLASS 200 PVC PIPE OVER TOP OF MANUAL DRAIN AND CUT AT yFj N � UTILITY LOCATION SERVICES. SUCH AS SIGNS AND LIGHT STANDARDS. 2 RPIPEss'4 RouGHS arvo CLASS 20o �f-1 d_ UQ 2. POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND C. MINIMUM WORKING PRESSURES:THE FOLLOWING ARE MINIMUM PRESSURE FOR PIPE SIZES 4"AND FINISH GRADE. N FACILITIES AT SUFFICIENT LOCATIONS TO ASSURE THAT NO CONFLICT WITH s APPROVED EC FORPMAEN TH 1.4. DO NOT USE AUTOMATIC DRAIN VALVES ON MAINLINES. N m O REQUIREMENTS FOR PIPING,VALVES,AND SPECIALTIES,UNLESS OTHERWISE PVC SCHEDULE FITUN LINE PIPE SIZES I THOUGH 11•,PVC SCHEDULE 80 FOR PIPE SIZES 2" Fy >LL W L THE PROPOSED WORK EXISTS AND SUFFICIENT CLEARANCE IS AVAILABLE TO 1.5. SLOPE PIPES UNDER PARKING AREAS OR DRIVEWAYS TO DRAIN OUTSIDE THESE I,/_�y//III O INDICATED: THROUGH PUSH ON DUCTILE OR MECHANICAL cast IRON FITTINGS ory PVC MAINLINE FRYING a^ AREAS. W O v AVOID DAMAGE TO EXISTING FACILITIES. 1. IRRIGATION MAIN PIPING:200 PSIG 7380 KPA. AND LARGER. 1.6. PROVIDE AND INSTALL QUICK-COUPLING VALVE OR VALVES IN LOCATION FOR EASY �F� @ 3. PERFORMPOTHOLEX AT LEASTIO WORKIUNDERGG DAYSROUND IN ADVANCE OF 2. CIRCUIT PIPING:1050PSIG 1035 9OKPA.A. 4. THREADEONTRO CLAMP ALL POLY N-TIPIPE FTOMAIS.DOUBLELL SE ALL CONNECTIONS t3"a EPDXY ER. h U PERFORMING ANV EXCAVATION ORUNDERGROUND WORK. 3. DRAIN PIPING:100 PSIG 690 KPA. s. DOUBLE rv7R0L VALVECONNECTION TO MAINLINEBHALL BE PVCSST TEE. EPDXY COATED BLOWOUT OF ENTIRE SYSTEM. �_ 4. UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES, DouBLE STRAP SADDLE,M.J.TEE,OR HARDCO DUCTILE IRON SERMCETEES. E. ` N NOTIFY ARCHITECT BY PHONE OF FAX WITHIN 24 HOURS FOLLOW TELEPHONE I. INSTT INSTALLATION �y ORE NOTIFICATION WITH LETTER AND DIAGRAMS INDICATING CONFLICT OR GUARANTEE B. SLEEVES: 1. NALL PIPE IN MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY A PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TO EVALUATE A. SUBMIT 7-NEAR WRITTEN GUARANTEE SIGNED BY UNDERGROUND SPRINKLER 1. SLEEVES DIAMETER SHALL BE TWO TIMES LARGER THAN PIPE THAT IS TO BE MANUFACTURER. PROBLEM. CONTRACTOR,AGREEING TO REPAIR OR REPLACE ALL DEFECTS IN MATERIAL, INSTALLED IN SLEEVE.SLEEVES UNDER 4'DIAMETER SHALL BE PVC SCHEDULE 40. 2. UNLESS OTHERWISE INDICATED ON APPROVED DRAWINGS,INSTALL MAINLINES AND LATERAL LINES N EQUIPMENT AND WORKMANSHIP. SLEEVES 4"AND LARGER SHALL BE CLASS 200 PVC SEWER PIPE. CONNECTING ROTOR POP-UP SPRINKLERS WITH MINIMUM COVER OF 18 ING ES BASED ON 2. WIRE SLEEVES SHALL BE PVC PIPE OR ELECTRICAL TUBING.WIRE SLEEVES SHALL BE 2" FINISHED GRADE.INSTALL REMAINING LATERAL LINES WITH MINIMUM OF 12 INCHES OF COVER B. PROTECTION B. GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES UP TO 40 WIRES AND 2 j INCH FOR 41 TO 56 WIRES AND Y FOR 57 TO 88. BASED ON FINISH GRADE. N W 1. AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL,EQUIPMENT AND 3. INSTALL PIPE AND WIRES UNDER DRIVEWAYS OR PARKING AREAS IN SPECIFIED SLEEVES 18 INCHES ADJACENT PILLAGEPUBLICAND SWEEP, OR ASH,ORAVS. WORKMANSHIP TO THE SATISFACTION OF THE OWNER.REPAIRS,IF REQUIRED,SHALL BE C. SPRINKLER HEADS: MINIMUM BELOW FINISH GRADE DRAB SHOWN ON APPROVED DRAWINGS. r� 2. REMOVE SPILLAGE AND SWEEP,WASH,OR OTHERWISE CLEAN PROJECT, 1. SPRAY HEADS:HUNTER MP ROTATOR OR MP ROTATOR SR SERIES FOR ALL SPRAY 4. LOCATE SPRINKLER HEADS NO CLOSER THAN 12 INCHES FROM BUILDING FOUNDATION.HEADS STREETS,AND HIGHWAYS. DONE PROMPTLY AT NO COST TO THE OWNER. IMMEDIATELY ADJACENT TO MOWSTRIPS,WALKS.OR CURBS SHALL BE ONE INCH BELOW TOP OF W SPRINKLER HEADS OR APPROVED EQUAL Z N W.O 3. DUST CONTROL- MOWSTRIP,WALK OR CURB AND HAVE ONE TO 3 INCHES CLEARANCE BETWEEN HEAD AND WFf SUBMITTALS MOWSTRIP,WALK,OR CURB. 0 N f 3.1. TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE,BOTH D. SPRINKLER RISERS: J O ON SITE AND ADJACENT TO PUBLIC AND PRIVATE PROPERTIES. 1. QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER,THREE ELL SWING 5. CUT PLASTIC PIPE SQUARE.REMOVE BURRS AT CUT ENDS PRIOR TO INSTALLATION SO L 3.2. CORRECTOR REPAIR DAMAGE CAUSED BY DUST. A. PRODUCT DATA:INCLUDE PRESSURE RATING,RATED CAPACITY,SETTINGS,AND JOINT ASSEMBLY,UNLESS DETAILED OTHERWISE ON THE DRAWINGS.THESE SWING UNOBSTRUCTED FLOW WILL RESULT. �/ <of Z 3.3. EROSION CONTROL- ELECTRICAL DATA OF SELECTED MODELS FOR THE FOLLOWING: JOINT FITTINGS SHALL BE SCHEDULE 80 GRAY PVC FOR NIPPLES AND ELBOWS UNLESS 6. MAKE SOLVENT WELD JOINTS AS FOLLOWS: QL m0N 3.3.1. TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION MID 1. VALVES:INCLUDE ABOVEGROUND AND UNDERGROUND;GENERAL-DUTY, OTHERWISE APPROVED.HORIZONTAL NIPPLE PARALLEL TO SIDE OF LATERAL LINE S, DO NOT MAKE SOLVENT WELD JOINTS IF AMBIENT TEMPERATURE IS BELOW 4 DEG.F. to W Z TRANSPORTATION OF SOIL DOWNSTREAM,TO ADJACENT PROPERTIES, MANUAL AND AUTOMATIC CONTROL,AND QUICK-COUPLER TYPES. SHALL BE 8 INCHES LONG MINIMUM.ALL OTHER NIPPLES ON SWING JOINT RISER SHALL 6.2. CLEMMATING PIPE AND FITTING WITH CLEAN,DRY CLOTH AND APPLY ONE COAT OF P-70 ` 2Ul AND INTO ON-SITE OR OFFSITE DRAINAGE SYSTEMS. 2. VALVE BOXES. BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF QUICK COUPLING VALVE. PRIMER TO EACH. / 2i 3.3Z. DEVELOP,INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF 3. SPRINKLERS. 2. STATIONARY SPRAY POP-UP SPRINKLER HEADS,SHRUB SPRAY HEADS,STATIONARY 6.3. APPLY UNIFORM COAT OF 711 SOLVENT TO OUTSIDE OF PIPE. > LL KQ REQUIRED BY LAW. 4. SPECIALTIES. SPRAY SPRINKLER HEADS AND ROTORS HEADS SHALL HAVE RISERS MADE UP ONE OF 8.6. APPLY SOLVENT TO FITTING IN A SIMILAR MANNER. p 3.3.3. REPAIR AND CORRECT DAMAGE CAUSED BY EROSION. 5. CONTROLLERS.INCLUDE WIRING DIAGRAMS. THE FOLLOWING WAYS: 6.5. RE-APPLY LIGHT COAT OF SOLVENT TO PIPE AND QUICKLY INSERT INTO FITTING. O 2.1. RISERS FOR IRRIGATION SPRAY HEADS WITH INLET SIZE OF I INCH SHALL BE 6.6. GIVE PIPE OR FITTING A QUARTER TURN TO ENSURE EVEN DISTRIBUTION OF SOLVENT AND B. SHOP DRAWINGS:COMPLETE IRRIGATION DESIGN.SHOW IRRIGATION PIPING,INCLUDING SWING PIPE 14 INCHES LONG MINIMUM AND 24 INCHES MAXIMUM.SWING PIPE MAKE SURE PIPE IS INSERTED TO FULL DEPTH OF FITTING SOCKET. C. IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE 6.T. HOLD IN POSITION FOR 15 SECONDS MINIMUM OR LONG ENOUGH TO SECURE JOINT. PROMPTLY,OWNER MAY TAKE SUCH STEPS AS MAYBE DEEMED NECESSARY AND PLAN LAYOUT AND LOCATIONS,TYPES SIZES CAPACITIES,AND FLOW CHARACTERISTICS WITH SPIRAL BARB FITTINGS AND STREET ELBOWS SHALL BE ASSEMBLED 8.8. WIPE OFF SOLVENT APPEARING AT OUTER SHOULDER OF FITTING. DEDUCT COSTS OF SUCH FROM MONIES DUE TO CONTRACTOR.SUCH ACTION OR OF PIPING AND PIPE COMPONENTS,VALVES,SPRINKLERS,ROTORS ANDDRIPSYSTEMS, ACCORDING TO PAN DETAILS.EQUAL AS APPROVED BY ARCHITECT BEFORE 6.9. DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING OBSTRUCTION TO FORM LACK OF ACTION ON OWNER'S PAR DOES NOT RELIEVE CONTRACTOR FROM LIGHTING PROTECTION,ACCESSORIES SUCH AS AIR RELIEF VALVE,DRAINS ETC AND BIDDING. 'O '0 IRRIGATION CONTOLLER(S)AND CONTROLLER WIRING.SHOW AREAS OF SPRINKLER ON INSIDE OF PIPE. RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK. 2.2. RISER FOR IRRIGATION ROTOR HEADS WITH'T TO 1 INCH INLETS SHALL HAVE A tN SPRAY AND OVERSPRAY. SWING JOINT ASSEMBLY.INSTALL ACCORDING TO DETAILS ON DRAWINGS. 6.11 TAPEALLO JOINTS THREADED SET CONNECTIONS TIONSLEAST WITH BEFORE APPLYING PRESSURE TO PVC PIPE. Z N N 1. ADJUST EXISTING COVERS,BOXES,AND VAULTS TO GRADE. g.11. TAPE THREADED CONNECTIONS WITH TEFLON TAPE. Q W 2. REPLACE BROKEN OR DAMAGED COVERS,BOXES AND VAULTS. 6.12. IF PIPE IS LARGER THAN 2INCHES,INSTALL CONCRETE THRUST BLOCKS WHEREVER N Q 3. INDEPENDENTLY CONFIRM SIZE,LOCATION,AND NUMBER OF COVERS,BOXES C. COORDINATION DRAWINGS:SHOW PIPING AND MAJOR SYSTEM COMPONENTS,INDICATE E. VALVES: CHANGE OF DIRECTION OCCURS ON PVC MAIN PRESSURE LINES,UNLESS OTHERWISE j❑ o 0 AND VAULTS WHICH REQUIRE ADJUSTMENT. INTERFACE AND SPATIAL RELATIONSHIP BETWEEN PIPING,SYSTEM COMPONENTS, 1. HOSE BIBS: ANGLE TYPE HOSE BIB.INSTALL ON MAIN LINE IN VALVE BOXES ON DETAILED ON APPROVED DRAWINGS. W ADJACENT UTILITIES,AND PROXIMATE STRUCTURES. THREE-ELL SWING JOINT ASSEMBLY. a a a D. FIELD QUALITY CONTROL 2. CONTROL VALVES'.HUNTER PGV-151 VALVES. F. BACKFLOW PREVENTER INSTALLATION 1. IF WORK HAS BEEN INTERRUPTED BY WEATHER,SCHEDULING,OR OTHER D. MAINTENANCE DATA:TO INCLUDE IN MAINTENANCE MANUALS SPECIFIED IN DIVISION 1. 3. MANUAL DRAIN VALVES:NIBCO BRASS BALL GAS COCK WITH TEFLON SEAT OR 1. INSTALL BACKFLOW PREVENTER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND STATE REASON,NOTIFY ARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED INCLUDE DATA FOR THE FOLLOWING: APPROVED EQUAL.BRASS BALL VALVE SHALL BE"T'HANDLE ON MAIN LINES AND SHALL AND LOCAL CODES. W RESUMPTION OF GRADING OR COMPACTING. 1. SUBMIT THREE(3)COPIES OF TYPEWRITTEN INSTRUCTIONS,BOUND IN BE IN VALVE BOXES ON LATERAL LINES. 2. SET THE HEIGHT OF THE BACKFLOW PREVENTER TO PROVIDE A MINIMUM CLEARANCE OF 12 INCHES of2. OWNER RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING TO SUITABLE SIZED RING BINDERS,RECOMMENDING PROCEDURES TO BE 6. AUTOMATIC DRAIN VALVES-KING DRAIN OR APPROVED EQUAL. BETWEEN THE BOTTOM OF THE BACKFLOW PREVENTER AND THE GROUND BELOW. RE-AFFIRM SUITABILITY OF COMPLETED WORK INCLUDING COMPACTING SOILS ESTABLISHED BY THE OWNER FOR THE MAINTENANCE OF THE SYSTEM 5. ISOLATION VALVES:APOLLO INTERNATIONAL,FULL PORT BRASS BALL VALVE OR WHICH HAVE BEEN EXPOSED TO ADVERSE WEATHER CONDITIONS. FROM YEAR TO YEAR.THIS SHALL INCLUDE COMPLETE INSTRUCTIONS APPROVED EQUAL AS SHOWN ON DRAWINGS. G. IRRIGATION CONTROLLER FOR SYSTEM OPERATION AND MAINTENANCE INCLUDING WINTERIZING 1. INSTALL IRRIGATION CONTROLLER ACCORDING TO MANUFACTURERS RECOMMENDATION AND WITH O N w U w LANDSCAPE FINISH GRADING AND COMPLETE INSTRUCTIONSON HOW TO DRAIN ENTIRE BACKFLOW F. DRIP IRRIGATION: PROPER GROUNDING FOR SURGE AND LIGHTNING PROTECTION. R H- H PREVENTER TO PREVENT FREEZING.SUBMIT MANUALS WITH RECORD 1. DRIP IRRIGATION VALVES: Z z Z DRAWINGS.THE MANUAL SHALL ALSO CONTAIN: 1.1. HUNTER ICZ 1'LF OR APPROVED EQUAL. H. REMOTE CONTROL VALVES AND VALVE BOXES 0 N. O_ SUMMARY 1.1. IDENTIFICATION READABLE FROM THE OUTSIDE OF THE COVER STATING 2. DRIP TUBING SHALL BE: 1. INSTALL CONTROL WIRES,VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS Z BY WHOM THE INFORMATION WAS COMPILED. 2.1. HUNTER HDL-0&12-CV AND ACCORDING TO ELECTRICAL CODE. B 3. DRIP TUBING FITTINGS SHALL BE: 3 0 1.2. NEATEN TYPEWRITTEN INDEX NEAR THE FRONT OF THE MANUAL, 2. INSTALL VALVES,PLASTIC BOXES WITH LOCKING REINFORCED HEAVY DUTY PLASTIC COVERS. O A. INCLUDES BUT NOT LIMITED TO FURNISHING IMMEDIATE INFORMATION AS TO THE LOCATION IN THE 3.1. HUNTER"HDL-LOC"FITTINGS. LOCATE VALVE BOX TOPS AT FINISH GRADE.DO NOT INSTALL MORE THAN TWO VALVES IN A Z Z Y U 1. PERFORM FINISH GRADING WORK REQUIRED TO PREPARE SITE FOR MANUAL OF ALL EMERGENCY DATA REGARDING THE INSTALLATION. 4. DRIP LINE TIE DOWNS STAKE SHALL BE BENT 12 GAUGE GALVANIZED STEEL STAPLE OR SINGLE BOX. W C7 3 U W INSTALLATION OF LANDSCAPING AS DESCRIBED IN CONTRACT 1.3. COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS,THEIR PART APPROVED EQUAL. 3. PLACE PEA GRAVEL A MINIMUM OF 61NCHES DEEP BELOW VALVE FOR DRAINAGE EXTEND PEA H V) Q W O DOCUMENTS. NUMBERS,CURRENT COST,AND NAME AND ADDRESS OF THE NEAREST H. EXPANSION CURLS: GRAVEL 31NCHES MINIMUM BEYOND LIMITS OF VALVE BOX AND MAINTAIN 41NCHE5 MINIMUM O O O U d VENDOR OF REPLACEMENT PARTS. BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL.SET VALVE BOXES OVER VALVE SO ALL 1. 1.4. COMPLETE OUTLINE OF FUTURE WATERING SCHEDULES AND WHEN THEY EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE(3)FEET OF EACH WIRE PARTS OF VALVE CAN BE REACHED FOR SERVICE.SET COVER OF VALVE BOX EVEN WITH FINISH W MATERIALS SHOULD BE CHANGED FROM THE INITIAL INSTALLATION SCHEDULE.THE CONNECTION TO SOLENOID AND AT LEAST EVERY THREE HUNDRED(300)FEET IN GRADE.VALVE BOX SHALL BE REASONABLY FREE FOR DIRT AND DEBRIS. (n LENGTH.(EXPANSION CURLS ARE FORMED BY WRAPPING AT LEAST 5 TURNS OF WIRE A. IMPORTED TOPSOIL TO MEET THE FOLLOWING CRITERIA: INITIAL SCHEDULE IS CALCULATED FOR A WATERING RATE TO ESTABLISH AROUND A ROD OR PIPE 1"OR MORE IN DIAMETER,THEN WITHDRAWING THE ROD). I. WIRING INTERIM REVIEW NEW LAWN. 1. TAPE CONTROL WIRE TO SIDE OF MAINLINE EVERY 10 FEET.WHERE CONTROL WIRE LEAVES MAIN 1. FERTILE,LOOSE,FRIABLE SOIL MEETING FOLLOWING CRITERIA 1.5. COPY OF ALL GUARANTEES AND WARRANTIES ISSUED ON THE I. VALVE BOXES: OR LATERAL LINE,ENCLOSE IT IN CLASS 200 PVC CONDUIT. W FORT E PURPOSE OFINTERIM 1. THIS DOCUMENT IS RELEASED 1. CHEMICAL CHARACTERISTICS- INSTALLATION,SHOWING ALL DATES OF EXPIRATION. 1. FOR MANUAL DRAIN BALL VALVE-12"DIAMETER VALVE BOX WITH APPROPRIATE LID, 2. USE WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATE ALL SPLICES WITHIN VALVE BOXES. 1.1.1. ACIDITY/ALKALINITY RANGE-PH 5.5 TO 7.7 LARGER SIZE OR SQUARE IF REQUIRED FOR ACCESS TO VALVE HANDLES. 3. USE WHITE OR GRAY COLOR FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE.EACH REVIEW.IT IS NQTTO R USED 1.1.2. SOLUBLE SALTS-LESS THAN 2.0 MMHOS/CM E. RECORD DRAWINGS: 2. FOR CIRCUIT AND ISOLATION VALVES-CARSONJUMBO BOX OR APPROVED EQUAL. COMMON WIRE MAY SERVE ONLY ONE CONTROLLER.PROVIDE 12 INCHES OF EXPANSION LOOP FOR CONSTRUCTION PURPOSES. 1. AS INSTALLATION OCCURS,PREPARE ACCURATE RECORD DRAWING TO BE 3. VALVE BOX SUPPORTS-STANDARD SIZE FIRED CLAY PAVING BRICKS WITHOUT HOLES. SLACK WIRE AT ALL CONNECTIONS INSIDE VALVE BOX. uj 1.1.3. SODIUM ABSORPTION RATIO(SAR)-LESS THAN 3.0 LICENSED LANDSCAPE 1.1.4. ORGANIC MATTER-GREATER THAN ONE PERCENT SUBMITTED PRIOR IM FINAL INSPECTION,INCLUDING: 4. RUN ONE EXTRA CONTROL WIRE FROM PANEL CONTINUOUSLY FROM VALVE TO VALVE Lf ARCHITECT KENDALL REGISTRATION HANCEY 1.2. DETAIL AND DIMENSION CHANGES MADE DURING CONSTRUCTION. J. AUTOMATIC CONTROLLER: THROUGHOUT SYSTEM SIMILAR TO COMMON WIFE FOR USE IF A WIRE FAILS.WIRE SHALL BE IDAHO REGISTRATION k LA-16820 1.2. PHYSICAL CHARACTERISTICS- 1.2. SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN THE APPROVED 1. AUTOMATIC CONTROLLER:HUNTER HC INCLUDING PROGRAMS AND CONNECTIONS DIFFERENT COLOR THAN ALL OTHER WIRES AND SHALL BE MARKED IN CONTROL BOX AS AN 1.2.1. GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL CONTRACT DOCUMENTS. REQUIRED FOR OPERATION. EXTRA WIRE.EXTEND EXTRA CONTROL WIRES 241 NCHES AND LEAVE COILED IN EACH VALVE BOX. CHARACTERISTICS AS MEASURED BY HYDROMETER. 1.3. FIELD DIMENSIONED LOCATIONS OF VALVE BOXES,MANUAL DRAINS, 2. INCLUDE ANY WIRING,COMMUNICATION LINKS,AND COMPUTER PROGRAMS TO MAKE SAND-15 TO 60 PERCENT AUTOMATIC DRAIN VALVES,QUICK-COUPLER VALVES,CONTROL WIRE WEATHER STATION AND CONTROLLER OPERATIONAL. J. OTHER VALVES U SILT-10 TO 60 PERCENT RUNS NOT IN MAINLINE DITCH,AND BOTH ENDS OF SLEEVES. 1. STALL(1)QUICK COUPLING VALVES IN APPROPRIATE LOCATIONS IN VALVE BOXES. 1.4. TAKE DIMENSIONS FROM PERMANENT CONSTRUCTED SURFACES OR K. BACKFLOW PREVENTER(IF REQUIRED):WILKINS 375 REDUCED-PRESSURE BACKFLOW IN 2. ISOLATION VALVES,AND AN V OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES SHALL BE CLAY-5 TO 30 PERCENT EDGES LOCATED AT OR ABOVE FINISH GRADE. ASSEMBLY OR APPROVED EQUAL. INSTALLED ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM 1.2.2. CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS, 1.5. TAKE AND RECORD DIMENSIONS AT TIME OF INSTALLATION. 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECTS COMPLETE. REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. NOXIOUS WEEDS,ROCKS LARGER THAN 1j INCH IN ANY 2. THE RECORD DRAWINGS SHALL BE PROVIDED ELECTRONICALLY IN AUTOCAD(OR IN 3. INSTALL ISOLATION VALVES TO SEGMENT THE SYSTEM FOR MAINTENANCE. DIMENSION,AND OTHER OBJECTIONABLE MATERIALS. SOFTWARE COMPATIBLE WITH AUTOCAD)AND ON REPRODUCIBLE MATERIAL 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. 4. INSTALL ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES ACCORDING TO LOCAL CODES 1.3. SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES (I.E.,SEPIA). L CONTROLLER: AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE. MEASURING OVER 2.0 MM IN LARGEST SIZE. 3. PROVIDE REDUCED COPY OF RECORD DRAWING AT HALF-SIZE WITH COLOR C. 1. CONTROLLER SHALL BE HUNTER HCC HYDRAWISE ENABLED MODEL WITH SUFFICIENT CIRCUITS, INCHPND IYWO PLYBOTHWOOD SIDES ILL TWO THICK HOLOR E AT VIER STATIONS TO ACCOMODATE LAYOUT AND PROVIDE 5 ADDITIONAL STATIONS FOR FUTURE K. SPRINKLER HEADS MOUNT ON INCH PLYWOOD BOARD.DRILL TWO 1/2-INCH HOLES AT TOP OF a USE. 7. PRIOR TO INSTALLATION OF SPRINKLER HEADS,OPEN CONTROL VALVES AND USE FULL HEAD OF _ PREPARATION BOARD AND HANG ON HOOKS IN ELECTRICAL ROOM OR AS DIRECTED BY WATER TO FLUSH OUT SYSTEM. (n ARCHITECT OR OWNER. M. OTHER COMPONENTS: 2. SET SPRINKLER HEADS AND QUICK-COUPLING VALVES PERPENDICULAR TO FINISH GRADE. 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S 3. DO NOT INSTALL SPRINKLERS USING SIDE INLETS;INSTALL USING BASE INLETS ONLY. Z A. PRIOR TO GRADING,DIG OUT WEEDS FROM PLANTING AREAS BY THEIR ROOTS QUALITY ASSURANCE REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 4. SET SPRINKLER HEADS AT A CONSISTENT DISTANCE FROM EXISTING WALKS,CUR65 AND OTHER O AND REMOVE FROM SITE.BEFORE PLACING TOP SOIL IN LANDSCAPE AREAS, 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. PAVES AREAS AND TO GRADE.SEE"PIPE INSTALLATION'SECTION. 5. SHRUB SPRAY HEADS SHALL BE INSTALLED ON RISERS A MINIMUM OF 12 INCHES ABOVE FINISH REMOVE ROCKS LARGER THAN 1 INCH IN SIZE AND FOREIGN MATTER SUCH AS 3. IF REQUIRED,PROVIDE PRESSURE BOOSTER PUMP AND ALL ASSOCIATED EQUIPMENT AS GRADE OF PLANTING AREA WHERE NOT ADJACENT TO PEDESTRIAN AREAS.AT SHRUB AREAS A. PRODUCT OPTIONS:DRAWINGS SHALL INDICATE SIZE,PROFILES,AND DIMENSIONAL REQUIRED TO MAKE PUMP OPERATIONAL. BUILDING RUBBLE,WIRE,CANS,STICKS,CONCRETE,ETC. ADJACENT TO PEDESTRIAN ACCESS USE POP-UP SPRAY HEADS. REQUIREMENTS OF IRRIGATION PIPING AND COMPONENTS BASED ON SPECIFIC TYPES r, R B. PRIOR TO PLACING TOPSOIL,REMOVE ANY IMPORTED BASE MATERIAL AND MODELS INDICATED. MIXES L. D IP IRRIGATION V PRESENT IN PLANTING AREAS DOWN TO NATURAL SUBGRADE OR OTHER B. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LATEST RULES AND 1. POINT SOURCE DRIP LINE TUBING SHALL BE INSTALLED TO CONFORM IN THE FOLLOWING: LL ON C MATERIAL ACCEPTABLE TO ARCHITECT. REGULATIONS,AND OTHER APPLICABLE STATE OR LOCAL LAWS.NOTHING IN A. CONCRETE FOR THRUST BLOCKS: 1.1. PLACE TUBING TU TOP OF LANDSCAPE FABRIC AND UNDER PLANTING BED MULCH. APPROVED CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK NOT 1. ONE CU.FT.CEMENT,2 CU.FT.SAND,4 CU.FT.GRAVEL,AND 5 GALLONS MINIMUM TO 1.2. ALL DRIP LINE TUBING SHALL BE HELD IN PLACE BY SOIL STAPLES.SOILD STAPLES SHALL U CONFORMING TO THESE CODES. GALLONS MAXIMUM WATER. CONFORM TO THE FOLLOWING: PERFORMANCE LJJ 2. MIX THOROUGHLY BEFORE PLACING. 1.2.1. SAND CHANGE SOIL:ONEDIRECTTAPLE ION RY ELBOW OR AND TWO(2)STAPLES ON EACH Q W CHANGE IL DIRECTION(TEE,ELBOW(4 CROSS). C. PRE-INSTALLATION OF TING SLEEVES,BUT ULE TINGTO AFTER EXCAVATION OF TRENCHES 7.2.2. CHANGE NE STAPLE ON(FEEVERY ELBOW OR CROSS). TWO(2)STAPLES ON EACH Q /^ A. SITE TOLERANCES AND INSTALLATION OF SLEEVES,BUT PRIOR TO INSTALLATION OF PIPE. EXAMINATION CHANGE OF DIRECTION(TEE,ELBOW OR CROSS). VJ 1. TOTAL TOPSOIL DEPTH- 1.2.3. CLAY SOIL:ONE STAPLE EVERY FIVE(5)FEET AND TWO(2)STAPLES ON EACH CHANGE 1.1. LAWN PLANTING AREAS-41NCHES MINIMUM PROJECT CONDITIONS A. SITE VERIFICATION OF CONDITIONS:PERFORM PRESSURE TEST AT STUB-OUT ON MAIN OF DIRECTION(TEE,ELBOW OR CROSS). 0 LLI 1.2. SHRUB&GROUNDCOVER PLANTING AREAS-12 INCHES MINIMUM WATER LINE PROVIDED FOR IRRIGATION SYSTEM,OR AT NEAR-BY FIRE HYDRANT. 1.3. JOIN TOGETHER ALL ENDS OF TUBING WHEN POSSIBLE.INSTALL A REMOVABLE FLUSHING U THROUGHOUT ENTIRE SHRUB BED AREA. CAP AT POINTS ON THE SYSTEM TO DRAIN THE TUBING.AT ENDS NOT USED FOR FLUSHING A. INVESTIGATE AND DETERMINE AVAILABLE WATER SUPPLY,WATER PRESSURE,WATER ITSOURCETALL A FIGURERIPLINE EMITTERS INSHT CLOSURE. J 2. ELEVATION OF TOPSOIL RELATIVE TO WALKS,CURBS OR OTHER PREPARATION 2. POINT SOURCE DRIP LINE EMITTERS INSTALLATION SHALL CONFORM TO THE FOLLOWING. QUALITY AND FLOW CHARACTERISTICS.REPORT ANY DISCREPANCIES FROM DESIGN Q Q PAVEMENTS BEFORE PLANTING AND AFTER ADDITION OF SOIL TO ARCHITECT. 2.1. ALL DRIP TUBING SHALL HAVE BUG CAP AT END OF i INCH DISTRIBUTION TUBING. LL C AMENDMENTS- A. DURING CONSTRUCTION AND STORAGE,PROTECT MATERIALS FROM DAMAGE AND 2.2. ALL DRIP TUBING SHALL BE HELD ABOVE MULCH BY, INCH TUBING STAKE. ,11 Z G� 2.1. SODDEDLAWNAREAS-21NCHESBELOW SEQUENCING AND SCHEDULING PROLONGED EXPOSURE TO SUNLIGHT. 2.3. THE FOLLOWING EMITTERS SHALL BE INSTALLED FOR EACH PLANT: W >> 2.2. SHRUB 8 GROUNDCOVER AREAS-2 INCHES BELOW 2.3.1. SMALL SHRUB:TWO(2)0.5 GPH EMITTERS. F O B. WORK DAMAGED DURING COURSE OF WORK OF THIS SECTION SHALL BE REPLACED OR 2.3.2. LARGE SHRUB:TWO(2)0.5 GPH EMITTERS. Lu A. MAINTAIN UNINTERRUPTED WATER SERVICE TO BUILDING DURING NORMAL WORKING REP AI RED AT NO ADDITIONAL COST TO OWNER.IF DAMAGED WORK IS NEW,REPAIR OR 2.3.3. SMALL TREE:FOUR(4)0.5 GPH EMITTERS. LL HOURS.ARRANGE FOR TEMPORARY WATER SHUTOFF WITH OWNER. REPLACEMENT SHALL BE PERFORMED BY INSTALLER OR ORIGINAL WORK. 2.3.4. LARGE TREE:FOUR(4)0.5 GPH EMITTERS. B. DO NOT EXPOSE OR DAMAGE EXISTING SHRUB OR TREE ROOTS. 2.6. SPACE THE POINT OF WATER APPLICATION EVENLY AROUND THE PLANTS. B. COORDINATE IRRIGATION PIPING WITH UTILITY WORK. C. ALL LATERAL LINES SHALL RUN AS IS POSSIBLE WITHIN PLANTING AREAS AND AVOID 2.5. FORTREES REQUIRING EMITTER FLOWS GREATER THAN 2 GPH INSTALL A WATER WELL TO L^LI CONFLICT WITH THE LOCATION OF PLANT MATERIALS.WHERE TRENCHING IS REQUIRED IN HOLD THE WATER SO IT CAN ADEQUATELY SOAK IN. LU L.L C. DISTRIBUTE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TOSPECIFIED EXTRA MATERIALS PROXIMITY TO PLANT MATERIALS CARE SHALL BE TAKEN TO AVOID DAMAGE TO ROOTS.DO ELEVATION RELATIVE TO WALK OR CURB. NOT CUT EXISTING TREE ROOTS MEASURING OVER 21NCHES IN DIAMETER. M. TESTING ' 1. NOTIFY ARCHITECT TWO WORKING DAYS MINIMUM PRIOR TO TESTING. Z A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED INSTALLATION 2. TEST PRESSURE LINES AT 100 PSI MINIMUM FOR 6 HOURS MINIMUM AND MAKE CERTAIN THERE ARE AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED NO LEAKS BEFORE BACKFILLING. D. SLOPE GRADE AWAY FROM BUILDING FOR 12 FEET MINIMUM FROM WALLS AT 3. AFTER BACKFILLING,PERFORM AN OPERATING TEST OF THE ENTIRE SYSTEM.OPERATE THE ENTIRE L WITH LABELS DESCRIBING CONTENTS.DELIVER EXTRA MATERIALS TO OWNER. A. TRENCHING AND BACKFILLING SYSTEM THROUGH ONE CYCLE OF THE CONTROLLER FOR THE PURPOSE OF CHECKING L- SLOPE OF z INCH PER FT MINIMUM UNLESS OTHERWISE NOTED.HIGH POINT OF 1. TNO VALVE BOX COVER KEYS. 1. PULLING OF PIPE IS NOT PERMITTED. COVERAGE AND ASSURING THE ABSENCE OF LEAKS.REPAIR WATER LINES,VALVES,OR Q FINISH GRADE AT BUILDING FOUNDATION SHALL BE 6 INCHES MINIMUM BELOW 2. TNO QUICK COUPLER KEYS WITH BRASS HOSE SWIVEL. 2. OVER-EXCAVATE TRENCHES 21NCHES AND BRING BACK TO INDICATED DEPTH BY FILLING CONNECTIONS WHICH SHOW EVIDENCE OF LEAKAGE. FINISH FLOOR LEVEL,DIRECT SURFACE DRAINAGE IN MANNER INDICATED ON 3. TWO MANUAL DRAIN VALVE KEYS. WITH BACKFILL MATERIAL AS SPECIFIED UNDER PART 2-PRODUCTS.SEPARATE OUT 4. ANY PORTION OF THE SYSTEM WHICH SHOWS DEFECTS OR LEAKAGE SHALL BE REPAIRED TO THE , lJ DRAWINGS BY MOLDING SURFACE TO FACILITATE NATURAL RUNOFF OF 4. TWO SETS OF SPRINKLER WRENCHES FOR ADJUSTING,CLEANING OR ROCKS LARGER THAN 1-1/2 INCH IN ANY DIRECTION UNCOVERED IN TRENCHING SATISFACTION OF THE ARCHITECT AND THE OWNER OR BE REPLACED.AFTER ALL REPAIRS OR WATER.FILL LOW SPOTS AND POCKETS WITH TOP SOIL AND GRADE TO DRAIN DISASSEMBLY OF EACH TYPE OF SPRINKLER. OPERATION FROM EXCAVATED MATERIAL AND REMOVE FROM AREAS TO RECEIVE REPLACEMENTS HAVE BEEN MADE AND APPROVED BY THE ARCHITECT,THE ABOVE REQUIRED ♦ 1 LL 5. TWO OF ANY OTHER TOOLS REQUIRED FOR ANY OTHER EQUIPMENT. LANDSCAPING. TEST SHALL BE MADE AGAIN. V PROPERLY. 3. COVER PIPE BOTH TOP AND SIDES WITH 21NCHES OF BACKFILL MATERIAL AS SPECIFIED IRRIGATION SYSTEMS MATERIALS UNDER PART 2.PRODUCTS.PLACE AND COMPACT REMAINDER OF BACKFILL TO WITHIN N. ADJUSTMENT 51NCHES OF FINISH GRADE SHALL BE AS SPECIFIED IN RELATED SECTIONS.TOP 5 1. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALK- INC ES OF BACKFILL SHALL BE TOPSOIL AS SPECIFIED IN RELATED SECTION. ON IT WITH OUT APPRECIABLE HARM.SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF A. BACKFILL MATERIAL 4. DO NOT COVER PRESSURE MAIN,SPRINKLER PIPE,OR FITTINGS UNTIL PRESSURE TEST ORIGINAL CONTRACT WITH NO ADDITIONAL COST TO OWNER. SUMMARY 1. BACKFILL MATERIAL SHALL CONSIST OF SAND,NATIVE MATERIAL OR TOPSOIL WITH HAS BEEN COMPLETED AND ARCHITECT HAS INSPECTED AND APPROVED THE SYSTEM. 2. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO SPRAY DOES NOT FALL ON NO ROCKS LARGER THAN,INCH IN ANY DIMENSION.ARCHITECT SHALL APPROVE BUILDING. D A. THIS SECTION INCLUDES PIPING,VALVES,SPRINKLERS,LAWN SPRINKLER SPECIALTIES, ON-SITE MATERIAL FOR BACKFILL OPERATION. B. EXCAVATION BEYOND EXCAVATION LIMITS 3. ADJUST WATERING TIME OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS. CONTROLS,AND WIRING. 2. IMPORTED BACKFILL MATERIAL,AS REQUIRED,SHALL BE CLEAN SOIL,FREE FORM 1. WHERE IT BECOMES NECESSARY TO EXCAVATE BEYOND THE LIMITS OF NORMAL ORGANIC MATERIAL,TRASH,DEBRIS,RUBBISH,BROKEN CEMENT,ASPHALT EXCAVATION LINES IN ORDER TO REMOVE ROCK OR OTHER INTERFERING OBJECTS, O. CLEAN-UP PAGE 1 O 1 SYSTEM DESCRIPTION MATERIAL,OR OTHER OBJECTIONABLE SUBSTANCES AND APPROVED BY THE THEVOIDREMAINING AFTER THE REMOVAL OF THE OBJECT SHALL BE BACKFILLED 1. REMOVE FROM SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION. ARCHITECT. WITH SUITABLE MATERIAL AND COMPACTED AS PER THE"EARTHWORK"SECTION AND THIS SPECIFICATION SECTION.THE REMOVAL OF ALL ROCK OR OTHER INTERFERING CITY O F TWIN FALLS A. PROVIDE UNDERGROUND IRRIGATION SYSTEM DESIGN AND INSTALLATION REQUIRED FILLING OF VOIDS LEFT BY SUCH REMOVALS SHALL BEAT THE FOR ALL LANDSCAPING.DESIGN SYSTEM AS REQUIRED ACHIEVE FULL,EVEN COVERAGE B. DRAINAGE FILL MATERIAL OBJECTS AND THE BACK WITHOUT SPRAYING ONTO BUILDINGS,SIDEWALKS,FENCCEES,ETC. 1. WASHED,EVENLY GRADED MIXTURE OFSI CRUSHED STONE,OR CRUSHED OR EXPENSE OF THE CONTRACTOR. 11111 I I I B. CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE(PSI)AND FLOW(GPM). UNCRUSHED GRAVEL, C. SLEEVING APPROVED PUBLIC 5%PASSING A N0.4 SIEVE. 1. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF THE SLEEVING DEFINITION WITH THE WORK OF OTHER TRADES,(I.E.,CONCRETE,ASPHALT PAVING,ETC.). INFRASTRUCTURE 2. SLEEVE WATER LINES AND CONTROL WIRES UNDER WALKS AND PAVING EXTEND A. CIRCUIT PIPING:DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS,SPECIALTIES,AND SLEEVES 61NCHES MINIMUM BEYOND WALK OR PAVEMENT EDGE.CAP SLEEVES UNTIL PERMIT DRAIN VALVES.PIPING IS UNDER PRESSURE DURING FLOW. PIPES AND WIRES ARE INSTALLED TO KEEP SLEEVE CLEAN AND FREE OF DIRT AND B AI. DRAIN PIPING:DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES.PIPING IS NOT UNDER DEBRIS. PRESSURE. 3. USE ONE WATER PIPE MAXIMUM PER SLEEVE,SLEEVE CONTROL WIRING IN SEPARATE C. IRRIGATION MAIN PIPING:DOWNSTREAM FROM POINT OF CONNECTION TO WATER SLEEVE. E-ZOZ5-OO1FJ D I STRIBUTION SYSTEM PRESSURE. ■ ■ DISTRIBUTION PIPING TO INCLUDING CONTROL VALVES PIPING IS UNDERWATER d. POSITION SLEEVES WITH RESPECT TO BUILDINGS AND OTHER OBSTRUCTIONS SO PIPE CAN BE EASILY REMOVED. 0710312025 - SMO PAGE 11 HA12024\0-10484-24 Elevate Academy(TF)-Harrison Site\Project DaW02 CAD\2.03 Sheet Files\Construction Drawings\IMPROVEMENTS\L.1.0_ROADWAY LANDSCAPE PI-M.Dwg-IRR SPECS-6/27/2025 02:09pm,M&Croft CITY OF TWIN FALLS Phone:208-735-7248 CITY OF Fax:208-736-2641 TWIN FALL ENGINEERING DEPARTMENT www.tfid.org 203 Main Ave E P.O. Box 1907 Twin Falls, ID 83303-1907 SfRV'40 Contractor Checklist for Testing and Inspection Requirements-Reports to be sent to engineeringinspectors@tfid.org. All testing and inspections to comply with ISPWC and Twin Falls Revisions to the ISPWC. Sanitary Sewer Testing&Inspection Provided By ❑ Bedding-Observation Section 305 3rd Party Inspector,Verified by Engineer of Record ❑ Bedding-Observation Section 305 3rd Party Inspector,Verified by Engineer of Record ❑ Trench Backfill Compaction Section 306 3rd Party Inspector,Verified by Engineer of Record ❑ Trench Backfill Compaction Testing Section 306 3rd Party Inspector,Verified by Engineer of Record ❑ Low Pressure Air Test Section 501 3rd Party Inspector,Verified by Engineer of Record ❑ Thrust Block Inspected&verified by Engineer of Record ❑ Mandrel/Deflection Testing Section 501 3rd Party Inspector,Verified by Engineer of Record ❑ Pressure Test Section 401 3rd Party Inspector,Verified by Engineer of Record ❑ Camera(City)Report[After Pressure Test and Deflection Test] Section 501,3.4 TF Revisions City of Twin Falls ❑ Pipe Size and Type Observation Section 901 3rd Party Inspector,Verified by Engineer of Record ❑ Pipe Size and Type Observation Section 501 3rd Party Inspector,Verified by Engineer of Record ❑ Locate Wire TFSD 301 3rd Party Inspector,Verified by Engineer of Record Gravity Irrigation ff Testing&Inspection or Provided By ❑ Bedding-Observation Section 305 3rd Party Inspector,Verified by Engineer of Record ❑ Compaction Testing Section 204 3rd Party Inspector,Verified by Engineer of Record ❑ Trench Backfill Compation Testing Section 306 3rd Party Inspector,Verified by Engineer of Record ❑ Curb and Gutter Subgrade/Base Section 202 3rd Party Inspector,Verified by Engineer of Record ❑ Low Pressure Air Test Section 501 3rd Party Inspector,Verified by Engineer of Record ❑ Valley Gutter Subgrade/Base Section 202 3rd Party Inspector,Verified by Engineer of Record ❑ Concrete Irrigation Boxes-Compressive Strength Section 602 3rd Party Inspector,Verified by Engineer of Record ❑ Sidewalk Subgrade/Base Section 202 3rd Party Inspector,Verified by Engineer of Record ❑ Pipe Size and Type Observation Section 601 3rd Party Inspector,Verified by Engineer of Record ❑ Compressive Strength Section 706 3rd Party Inspector,Verified by Engineer of Record ❑ Rebar-Observation(Curb Turn Fillet) TFSD-708A 3rd Party Inspector,Verified by Engineer of Record AL Storm Sewer IL A ❑ Rebar-Observation(Valley Gutters) TFSD-708 3rd Party Inspector,Verified by Engineer of Record Testing&Inspection + Provided By i ❑ Rebar-Observation(Collars) TFSD-404,TFSD-406,TFSD-508 3rd Party Inspector,Verified by Engineer of Record ❑ Bedding-Observation Section 305 3rd Party Inspector,Verified by Engineer of Record ❑ Trench Backfill Compaction Testing Section 306 3rd Party Inspector,Verified by Engineer of Record Roadway ❑ Low Pressure Air Test Section 501 3rd Party Inspector,Verified by Engineer of Record Testing&Inspection Provided By ❑ Pipe Size and Type Observation Section 601 3rd Party Inspector,Verified by Engineer of Record ❑ Subgrade/Base Compaction Testing Division 800 3rd Party Inspector,Verified by Engineer of Record ❑ Loose Mix Samples 3rd Party Inspector,Verified by Engineer of Record Water ❑ Cores 3rd Party Inspector,Verified by Engineer of Record Testing&Inspection Performed By ❑ Bedding-Observation Section 305 3rd Party Inspector,Verified by Engineer of Record TOM ❑ Trench Backfill Compaction Testing Section 306 3rd Party Inspector,Verified by Engineer of Record ❑ Thrust Block Inspections Inspected&verified by Engineer of Record ❑ Pressure Test Section 401 3rd Party Inspector,Verified by Engineer of Record W ❑ Bacteriological Testing Section 401 3rd Party Inspector,Verified by Engineer of Record Q ❑ Hydrant-Ductile Iron to the Main Line and Tracer Wire Present City of Twin Falls Engineering Inspector or Fire Marshal N ❑ Hydrant Thrust Block and Weep Hole Inspections Inspected&verified by Engineer of Record O ❑ Hydrant Bacteriological Testing Section 401 3rd Party Inspector,Verified by Engineer of Record ❑ Pipe Size and Type Observation Section 401 3rd Party Inspector,Verified by Engineer of Record CITY OF TWIN FALLS W ❑ Locate Wire TFSD 301 3rd Party Inspector,Verified by Engineer, Record APPROVED PUBLIC V INFRASTRUCTURE Z PERMIT E-2025-001 = 0710312025 - SMO V PAGE 12OF12