Loading...
HomeMy WebLinkAboutCivil Site Plans 13-1300 582 Pole Line Rd New Shell Bldg Plans // o t j °s / JUL 3 1 2013 M o i o uL/�// / 1• ` JE DK CfIY OF7WINFO&1LLDMIOD9 I I I---- ^ 'I I ��`, � ` / --------- §_> I OOM ' ----t----♦----1--- ----/i +--V4----I' Drywections required as follows:Lyon P� i i I I I I I . ted d y F"� . .� _._. / th)with geotextilefabrictin� 10 20 40 a884 all sides. 0 SCALE IN FEET 2 ah basin installation. backfill p � . Inspection /� 2 F �, 1 I 16 3. Fspection. _ _ I Please c -7294 p4 r ,t TT,�, _ SO'08'41"E 467.58' _ s _R9'p _ Located In 300.9/5 - - / € .5 ore y o �' `" 4`s -'y 26.33' �' i IPole Line Commercial x o w co © 2s 4 24 © v e�ti // n I I ei 16 // Subdivision No.2 um e3IEN - /_ Ba / Twin Falls County Idaho/ _x-�r---N-i 163 -I-- "3 1"� C� FIRE HYD z 5 / S' ��' - I�, ELEV.=3651.88 2013 N a 7 e2 � - I; (NAM 88 DATUM) 1 �y e1 9 ® a 4 /' g2 D 4 ,01 v I (n / I / II Y$kB1Cll e3 �- VICWf }1 < I 1 ! / 1 ;;In 7 14 ( A � r-\ P. ` I/ 1s I 0 A5 i 4 Ion e•.(n i L\ 5-r 20' 20' 30' 10' 11.5 -� Z I I dr - N Foe uNE Ro. 4- ? w O -� //� ----= 8.5' 2O' 20 4 © r NT PROJECT i I / / i A v \ I a ! I � / z N.COLLEGE RD, v 10 26 27 6.67' f I RT` FALLS AVE.it o V e2 7 6 e2 / 0 5 I � � e3 e2 e2 '�' . e2 ``� �, 20' �Y '. -- � ` - 20 y �� I I k9 ... � e �oro � 0� I / � $ © 4 4 I $>0 4v' Pam. I 0 i I / � O �`'� 4�' �� `y:* I ® (4)B' IN ces+(2)8 Isles 48' jO I y '� 5 I ' I / 0 a) 5 7- ti ¢- e2 �� e2 e6 3 ' i °'+ DialysisCenterParkin Swam i I ✓� 19 5 9. $ ----- - Pak g III v 5 5 I I .(--- -- 1- --- - / Regular iAT 67 ll . I I I I 9 V e1 /I N ei // Accessible Parking: 4 F�1 - © 19 Total T• n ^�i �, a - . i / N w / T r I , - -__----- -19 [A 3• vSR EEST MANAGNT 1PRAC 1T CZ SO'08 41"E 487.73' TO RETAIN Z K OF STORM WATER ONYROYER'I'L' IDON07'D112AnN General Notes: KeyNotes: W"I�R°NroADrACE1NT 1� Water Separation Notes: New Water Main Cleaning Notes: 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER NTH AN ei Remove existing curb. 24 FDIC-Coordinate w/Plumbing Plans SEPARATION OF POTABLE AND NON-POTABLE PIPELINES.PER IDAPA 58.OLOB542.07.THIS RELATION BETWEEN POTABLE AND NON-POTABLE A• CLEAN AND DISINFECT WRIER-DISTRIBUTION PIPING AS FOLLOWS APPROVAL STAMP BY THE CITY AT THE WORKSIIE. e2 Remove Existing Light,Pole and Base 25 Install 4"SDR35 PM Root Drain&peon-Out WATER PIPELINES SHALL BE AS FOLLOWS (5-8-08) I.PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, 2. ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY Slope to Drai to Catch Basin®1.00%Min. EXTENDED OR REPAIRED BEFORE USE. OF TWIN FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS e3 Remove Existing Fence Coordinate w�Architectural Plans for Roof Drain A. PARALLEL INSTALLATION REQUIREMENT (5-8-09) 2 USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR IF METHOD IS OTHERWISE SHOWN. Locations. ®Existing Sanitary Sewer-Retain&Protect I. POTABLE MAINS IN RELATION TO NON-POTABLE MAIN (5-8-09) NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE PRESCRIBED IN NFPA 24 FOR RUSHING O: 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT 26 Install Bumper Blocks per CIF Sid.Dag.8-4 PIPING.RUSH PIPING SYSTEM NTH CLEAN,POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT POINTS OF PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEP05PON OF DEBRIS e5 Existing Sanitary Manhole-Raise to Finished Grade (1) GREATER THAN TEN(10)FEET SEPARATION:NO ADDITIONAL REQUIREMENTS BASED ON SEPARATION DISTANCE. (5-8-09) OUTLET. RESULTING FROM ANY AND ALL WORK IN CONNECTION MITI SITE CONSTRUCTION.THE CONTRACTOR,AND EACH hi 21 Install Handicap Ramp Sim. tor'10 Sht.2-Modi e6 Remote Existin Pavwmmt Section Gutter to Not�Exceed 1:500%l in Any Direction. ((2 TEN((10))FEET i0 SIX(r6))FEET SEPARATION:SEPARATE 1RENCHE$WIN POTABLE MAIN ABOVE NON-POTABLE MAIN, J.USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HALING JURISDICTION OR,IF METHOD REVISIONS SUBCONTRACTOR,SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH AND N -POTABLE MA M CONSTRUCTED IRiH POTABLE WATER CLASS PIPE. 5-8-09 IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE DESCRIBED IN AWWA C651 OR DO AS OR EXCESS MATERIAL CREATED BY THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL BE PLACED IN © e7 Existing Fre Hydrant 28 Construct Temporary Drainage Swale w/4:1 Sides to ( ) & m-zt-Sala eedrd so.altby e ConeeV�Excess Storm Water to Temporary Retention ((3) LESS THAN SIX((6JJ FEET SEPARATION:DESIGN ENGINEER TO SUBMIT DATA TO THE DEPARTMENT FOR REVIEW AND FOLLOWS. Porwawlt rwnotd,re'bw ono-,xertr:rke A DUMPSTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE 1 Property Boundary Lie Area Shown on Sht.2. APPROVAL SHOVING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AND NON-POTABLE MAIN TO BE a.FILL SYSTEM OR PART OF SYSTEM NTH WATFR/CHLORINE SOLUTION CONTAINING AT LEAST 50 PPM OF 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST NTHIN THE LIMITS OF THIS PROJECT IT IS THE CONSTRUCTED O'POTABLE WATER CLASS PIPE 4-if-06) CHLORINE; AS os-zr-am1 neea mm R°I C17N1RACT13R'S RESPONSIBILITY i0 PROTECT AND/OR HAVE REPLACED,BY A LICENSED SURVEYOR,ANY O Platted Lot Line 4 NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS POTABLE MAINS 3-30-07 ISOLATE AND ALLOW TO STAND FOR 24 HOURS MONUMENTS DESTROYED WRING CONSTRUCTION. Install Asphalt Parkin Section Per Detail 1 SM.2 () ( ) ® oT-ot-torn a sw.e nv:nms Rol sp g (Si PRESSURE WASIEWA MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING NON-POTABLE FLUIDS SN BE b.AFTER STANDING TIME,RUSH SYSTEM WITH CLEAN,POTABLE WRIER UNTIL NO CHORINE REMAINS IN WATER 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW NO O SER HORIZONTALLY THAN TEN 10 FEET FROM POTABLE MAIN �4-7-11) COMING 0 o7-n-2otx Rewaa stammta ed CONSTRUCTION AND EXISTING SURFACES i0 PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS i0 O Construct Release Curb per Detail 2 Sht.1 StOrmWater Calculations: II. NEW POTABLE SERVICES IN RELA71ON TO NON-POTABLE SERVICES,NEW POTABLE SERVICES IN RELATION TO N - FROM SYSTEM. city C.-b SAID CONSTRUCTION. 0 Construct Curb&Gutter per Detail 3 SITE 2 BASIN A POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION TO POTABLE MAIN. T5-8_09) c.SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION,ONE SAMPLE AFTER 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SIIE EXCAVATED NAIVE MATERIAL AND USE SUITABLE Impervious Area 46,000 st.*L6 12*0.95= 5,826 cf. (1) GREATER THAN SIX(6)FEET SEPARATION:NO ADDITIONAL REQUIREMENTS BASED ON SEPARATION DISTANCE. (5-6-09) FLUSHING AND A SECOND ONE 24HOURS AFTER FIRST SAMPLE IS COLLECTED.REPEAT PROCEDURE IF BIOLOGICAL MATERIAL WERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE ©Install Handicap.Rams Sim.petal 4 Sht.2-Modify P / (2) LESS THAN SIX(6)_FEET SEPARATION:DESIGN ENGINEER TO SUBMIT DATA THAT THIS INSTALLATION WILL PROTECT EXAMINATION SHOWS EVIDENCE OF CONTAMINATION. Gutter to Not Excee 1:50 20% in Any Direction. Landscape Area: 4,000 st*1.6 12*0.25= 133 cf. PUBIJ HEALTH AND TINE ENVIRON T AND NON-POTABLE SERVICE CONSTRUCTED WITH POTABLE WATER CLASS PIPE. ) B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES PLACED AND COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE D / (5-B-09 DESIGN ENGINEER.ALL STRIPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED 0 Install 5'Concrete Sidewalk-4"Thick over 2"Min. Basin A Retention Required= 9 9 e. (3) NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS NON-POTABLE MAINS OR AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S EXPENSE. Compacted Gravel-SH000pe p r Plan w/Thicke ed, NON-POTABLE SERVICES. (5-8-09) FLUSHING NOTE:FLUSHING SHALL OCCUR FROM THE FIRE HYDRANT LOCATED ON THE NORTH SIDE OF THE SITE Ede er Detail 8 on SW w o ttached Curb f d Randy Hansen Retention Required=16,000 cf. p A 1 e9 B. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER MAINS QP SERVICES.FOt 1. EXIS71NG U71LI71ES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE O'THE CONTRACTOR ONLY.THE Ad9pcent to Parking Area my * THE PURPOSES OF THIS SECTION,THE TERM'PIPELINE-APPLIES TO BOTH MAINS AND SERVICES. 5-8-09 AND BE CARRIED IN A FIRE HOSE i0 THE RETENTION BASIN LOCATED AT THE NORTH EAST CORNER OF THE Orywdl A=9150 sf.x 6'deep 0.4=21,960 cf. ( ) CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS I. IF(HERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARA710N NTH THE POTABLE WATER PIPELINE ABOVE THE PROPERTY.UNDER NO CIRCUMSTANCE SHALL RUSHING WRIER BE ALLOWED i0 ENTER WATERS OF THE US NO RESPONSIBILITY FOR U71LITES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE O Landscape-Landscape Des% S�rmkler Design, NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE. PLANS.THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. Conduits for Landscape,eta�by Others BASIN B (4-7-it) 8. PONER/LIGH7 POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED 9 Install 4'VWley Gutter per CIF Std D .V-1 Impervious Area: 124,650 at*1.6112*0.95=15,789 cf. 11. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE WATER PIPELINE BELOW THE IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 10 Install Accessible Parkin per Data#6 Shi.2 * NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE,AND THE 9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO 9 P Landscape Area: 16,f00 sf. 1.6/12*0.25= 537 c/. COMMENCEMENT OF CONSTRUCTION.CALL'DIGIJNE'48 HOURS PRIOR i0 COMMENCING WORK. 11 Install 4"$ewer a per CIF Stof Dwg.S-8(Mstall Basin Retention Required=1, ct. NON PIPELINE MUST BE SUPPORTED THROUGH THE CROSSING TO PREVENT SETNNG. (4-7-11) 10. MODIFICATIONS OF EXISTING UTILIZES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. Clean-outs as R Drywel B=40'x 205'x 5'deep*0.4=16,400 cf. Ill. LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION: (5-8-09) it. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE 12 Install 4•Fire Service (1) POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE;AND EITHER. (5-8-09) AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE 13 Install 2•Potable Water Meter and Service CIF BASIN C ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. Std.0 W-1 (A) NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CLASS PIPE FOR A MINIMUM OF TEN(10)FEET EITHER Legend: 12. ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER TAKES Impervious Area: 20,900 st*1,6/12*0.95= Z647 cf. SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION Or POTABLE WATER CLASS PIPE CENTERED ON THE CROSSING; PROPOSED EXISTING s nur SlONA1 NO RESRONGIBILITY FOR ANY DEWA71ONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE 14 Install tall BIo at r M inF S d"Dwg. 2�Req'd-Install Landscape Area: 7,550 A•1,6/12*0.25= 252 cf. OR (5-8-09) PROPERTY BOUNDARY LINE -------------------- QOFR'w%ORAL Basin Retention Required- 99 c. B SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR TEN(10)FEET EITHER SIDE OF 13. IDAHO CODE 39-118 REWIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEA)APPROVAL PRIOR i0 15 Install Fire Hydrant per CTF Sid.Dag.F-1 CRO G.USE OF HYDRAULIC CEMENTTIOUS MATERIALS SUCH AS CONCRETE CONTROLLED DENSITY FILL,AND CONCRETE SLURRY PLAuLu LOT LINE - y CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE. Drywall C=40'x 50'x 4'deep*0.4= 3,200 cf. ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR SLEEVING (5-8-09) ROADWAY CENTERLINE - ----- --- -- --- -- 14. ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 16 Install 1 1/2"Pressure Irrigation Service per CIF Sid (2) IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE,THE NON-POTABLE PIPELINE MUST ALSO BE SUPPORTED EASEMENT LINE ------------- - - - - - - HORIZONTAL FEET OF CLEARANCE FROM FINISHED LIP OF GUTTER. Dag.14 BASIN D THROUGH THE CROSSING TO PREVENT SETTLING (5-8-09) WATER LINE WIN - - a"w- - - 1 7�131 13 15. IT IS THE CONTRACTOR'S RESPONSIBILITY i0 FILL OUT AND SUBMIT A NOTICE OF INTENT(NO)i0 EPA AND 11 Install 1 1/2•Pressure Irrigation Lme-24"MN. N. PRESSURE WASTEWA MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING NON-POTABLE FLUIDS Sr,-'7!,,)E ___ !Q F A Cove Red Impervious Area: 13,700 st*1.6 12*0.95- Z827 ct NO CLOSER VERTICALLY THAN EIGHTEEN 18 INCHES FROM POTABLE AWNS. SANITARY SEWER LINE s"ss a 55- HAVE A COPY OF THE POLLU710N PREVENTION PLAN AVAILABLE U THE SJOBWEREGARDING PRIOR THIS CONSTRUCTION. 9 P / - ) STORM SEVER LINE e'SD � SEE WI:BSIIE ht c uD. a v n des stormwator c con.QUESTIONS REGARDING THIS REQUIREMENT Landscape Area: 5,200 sf.*1.6 2*0.25= 173 cf. C. EXISTING POTABLE SERVICES IN FLEE S IN 70 NEW NON-POTABLE AWNS,EXISTING NON-POTABLE SERVICES IN RELATION tP//fP eP 90/P / /9P� 18 Install&Cap(2)4•PM Pipe Sleeves-For Future P r i0 NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE SERVICES SHALL MEET THE REQUIREMENTS PRESSURE IRRIGATION LINE a"FI ------------<"NI--- MAY BE REFERRED TO MISHA VAKOC OF EPA AT(206)553-6650.CONTRACTOR TO SUBMIT COPIES OF Use Basin D Retention Required= c. OF SUBSECTION 542.07.B.,WHERE PRACTICAL,BASED ON COST, CONSTRUCTION FACTORS, AND PUBLIC HEALTH SIGNIFICANCE.IF THE GRAVITY IRRIGATION LINE 8-GI --a^c! DOCUMENTS TO THE CITY OF TWIN FALLS. 19 Sawcui ExistingAsphalt DI I D=16'x 122'x 4'de *0.4= 3,123 cf. DEPARTMENT DETERMINES TWT THERE ARE SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES,SUCH AS WHERE A LARGE EXISTING 16. DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS SERVICE SERVES AN ARTMENT BUILDING OR A SHOPPING CENTER,THEN THE DESIGN SHALL CONFORM WfIH SUBSECTION 542.07.B. STANDARD CURB&GUTTER -____--- -- - AarRooEo H. Bar s I U D SI C Ci 20 Install 2'X2'Catch Basin-Depress Curb -- 17. SEE ElEC1RICAL PLANS SHL Ei-10 FOR PARKING LOT LIGHTING. Q Grate=46.60 INV.N,E&W 43.50 BASIN E 1 I (5-8-09) 1.Fire Access roads shall comply with IFC Section 503.The access road shown on Mike Lee DRAINAGE BASIN BOUNDARY �w m�0 0� Q DESIGN M. 21 Install Ory-well per Detail 11 Shi.2 Impervious Area: 37,,200 St.*1.6112*0.95= 4,712 ct the plan is 15 feet in width.A minimum of 20 feet is required.If there are new EHM, 3 DRAWN M. Lee 22 Construct Curb-cut-2'Bottom w/2'Transition Ea Landscape Area: 5,700 st*1.6/12*0.25= 190 cf. access roads,please provide additional plans. 81.OK WATER SERVICE ®----- Side Basin E Retention Required= 4, c. 2.Existing hydrant(s)were not shown. tit.OK IRRIGATION SERVICE DATE 07-30-13 L21 23 Construct DI'M"' Enclosure-Coed nafe w/ Drywall E=16'x 192'x 4'deep*0.4= 4,915 ct 3.A water model check is needed.The required fire Flow is 2750 gpm,with 3 Need to FIRE HYDRANT d C( Architectural Plans Sht.A1.1 hydrants.A water model will have to be requested from the City Engineering check) MANHOLE ;o scalE AS SHOWN Department.lithe building is constructed with a sprinkler system throughout IRRIGATION BOX ❑f7 �,�,i Pao.NO. C-073-13 SITE at the time of construction,the required fire flow would be 1500 gpm. CATCH BASIN fffl 4.The riser room is approximately 240 feet from the nearest proposed hydrant W4.OK,May VALVE pal SHEET /� Installation and 320 from the existing hydrant.Fire department connections relocate TRAFFIC DIRECTION ARROW y 1 �T 2 shall be located within 100 to 150 feet from a hydrant. FDC. DRAINAGE FLOW DIRECTION --� ,/ 5.Provide signage for the FDC and Riser room. 06/25/13, A _ FDC•_ Will relocate FMM -�_ the FDC,SW = side of the Key Notes: o U ca U e1 Existm Sanitar Sewer-Retain&Protect Q 11 Install 8'Water Main-42°Min.Cover Reqd-Install U w o Thrust Blocks per CIF Sid Dwg.T-2 .�._ 33 Pole L6e Roar- . . lray Q e2 Existing Fire Hydrant v�F - - - - - - - - - - - - - - Q 12 ConstructTem36p430yB a' 4 \ HIGHWAY PROJECT N0.DHP-NH-F-2390(104) 1 Property Boundary Line Top Elev._ Top Width=2'Min. � I Platted Lot Line Side SI es=2:1 Max. g„t a w 3 \ I \ \ \\ \\ \ \\ O3 Install Asphalt Parking Section Per Detail I Sht.2 BIEBOLT ON MARK- \ ., \\ \ `hr,\ ®Construct Release Curb per Detail 2 Sht.2 o F" og \\ I \ FIRE HYDRANT ``'\ \141\ \ '�., 't e\ -''9. \\ O5 Construct Curb&Gutter per Detail 3 Shf.2 ELEV.=3643.91 \ \ \ 1' NAVD 88 DATUM \ \ \ \ \\ \\\ \ ©Landscaper Landscape Design,SOrinkler Design, o ( ) \ \ \ \ \ \ \ --_- Conduits for Landscape,etc y Others rTl v] N Install Water Main IF id•Min.Cow 1 Req d-Install ` • / _ .�..._.-_._.._....._ + t r ®Install Fire Hydrant per CTF Std.Dwg.F-1 R' N89 51'19'E fi85.50'` 9 tall P Future 166 45 I AY ^ 1 00 eaves- or - --.-_ 168.55 _ _ ( � 6 I C> g �2 �`U� / � �� Q�� &Cap(2)4 VC Pipe Sleeves U� Q 5 i / ---------- - Q 10 Connect to ExistNg•8°Stub in Fawnbrook F .G f- ( ----------i -- -- _- - ------- ->-----_ -- - ----- - ---f--n ----- t F o0 \ 7_ --_-- ]a9s - - -- - -f i 30'GATEWAY ARTERIAL o 0 / 3�CK BUILDING ,6<�29.15" -32.86' SETBACK �, try 0 LANDSCAPE IFFER Al Je- S 5 BUILDI 5 9 ,° s 1/s'Pknlm,x Pornnent 0 15 30 60 N Q ��--- �?---t -- i 12 _ �- III i-- tv ��� 9' 16.4, 9' '°� LAND 135� P'-.7/P,Agri Campoct `o _, --� 4 4 v c N i 4 4 c -- io Mm.Denagt _ s.. SCALE IN FEET �y- 13 a a f I JNe - 4 i4i Qh - R206.15' � � � � I� �� oon t �w�w �{3 p/d� � 3 I i o / n �� I .9° b sub Roes 1 un�11 1�1-�1 III L �y ra Rsz�vy II( —JTJ—III —L ♦ pp yyy pp, r \ J ........... ,.m,-,.= _ N f--^ Y I bOrEs: Sub Raee Aofena to be/Ppmed 6Y V.Enrynee P o fa Agg egofe a d ME: r a vnon rm,nl mu co u G r Ti,FA stanm e.a d '=_7 I i , Asp o De ,I II mpy e; ly o Sp- Pt 'r-� ` I I III • i /c -y / L_.{____ J,� j ------ --- - +------ +------- -------+---- --/ [__ll I/ h l ----; or-- / //. _y,.< '<btx LOT 2 Interior Section 7 // •./ A' - -- ---------- +---' -- 6.y.._..,..1.. ..xy'u. 0.64 Acre Not to Sale r Fir--- ------- �----- ------ ------I / i /, I T JS a'+ InT1 / ,6&9, See Sht.I FF I I Lo ---1r--- -- ------,-'----- '-a.t_� I I\\\ \y -N a.83-A -/ ----- --- l�--1--,-��'__ 2,_a• 2,-a, BASIN C _ _ '— _ --<-+------ rII\ \ \ �, - ---Jeso' 364 a - ? / - \ --- - ei z---- -- _ _ _ At III BANK -- —_- ----- 8 I (FDNRE) JMN- , / '4' / / I \ 1'ft I I/2• I'R. 1 12'1 / i \ p'ft V3 __ 3646.00 \\ _ �" 1i_.ky____ i 1'_t!/i r_ _F -#--�---- _�� i I , CLompoet /4'or 1 1 'Gfwn Basep Icl Butt/4•�P rlo 1•se�W--- _ t om o/ o an o a n T ParFm9 ng B L__a= /A�I�J _T�e \\ __,n o ------ -------T---$� I O N rh ------ -------�'-------. --i-- -- -+------- -4----+------- p \ \ \\ �� 2 Release Curb Detail n 'g ack Curb Detail `'� II \----- -------+------- \ -------+------- --- -+------- +----- ' i I' �-' � l _ '��^ ' ' ' '•Y•• '•`; L SI' Resistant Ram sides 1:11 N89'51.19°E 170.2 N89_51'19°E 182_00'\ — — \\ 1.62 Ac �. GIteyaimd Max.slope AUK+ \ v ._�.a....\\\ �ri^T� �-7a 77T '•TTJ �� \U11, i i c--i a NI :12 1:12 I 1 1 I 1 1 I 1 . -3 8 ; IIII Z5'CL TOP ,......�....:.....:...... .._ �//. !.'! III 11 ■ ■ 1 � ' � � � ■ �`+� ■ � �a III I / /. //f 7 //.�1 /" "f/J/'//' /%/, r!! !•� PIdB_BLw I 1 I tET.,ENTI.0NP:A11- 7�i TT � '0 CF20 /. // — \ c \ "°: LOT 1 LOT 6 LOT 7 SHOPS \ \ \ rt 2 \ 3 \ \ L23 Acre I t, 0.61 Acre ., 0.64 Acre (FUTURE) \ \ \ J See Shf.1 croee d A— ! / 34,600 SF FRONT nEVAruw / FFE=3647.50 y / ;F \ k-fE=3648.50 \ �I FFE=3649.50 \ y An coneN.6m,*.qe m Sh*inq to Cwnpy M0.the A-k.e Mth Dimbaifin Ad BASIN D b `, I Accessib6ily Guidelines(A04G)and Coxxd Ammican Bulking/Ame icon Nall-I ! N y \ M Stmdora I.R.I.(GIBO/ANSI). REestoNs !% I 'r. r r!! ! ,% . BASIN E;, :•% 2 //la/Z %��111111YZ ZZZGuy ——_ �! \ Handicap Ramp Detail n,Z o2 ae a s,-w ,/ g& ire. 1 I I I x1 \ Nof to Smk ©06-17-TOIa Addendum No.I ag-m-2da 6L Sep.&Hushkg Notes ------- -- 1 - -- ---- -- - (L i� �/ PER PLAN ei 11 1 Q 07-29-2ola Rer"ee slorm.otd pa t _ -JW--' city Cammnta s ------ ---- -- •��IOO YR.FLaOa \ aJ M.FLOOD •,� ----- --------..._J61 ----- J61I__-._ ^ �\ ^ . ■ ■ ■ a.06a' - Parkiiy Sign.Sqn to Read'Reserved Q SI' etisf ( slde9 1:12 STAMP Gi Rampe - F, vI'G Parana'nth aenerafxm symbol art t Yan Accem6k'where AppL:a6k iexhxe Regnrcd Ym.Sbpe ■ Sg10NAL f- Bon to steel cube with I/1 Cadmwm 4-wide S*k4 1 GEN / Paled Botts Natt,and wmhem Paint(V coots a l� sFa y9 rmffm uaw y7� OF siul a6 � 9i 5-3I Zap}IH7 f 3 2',2'x.IBB'Sted rube,Eduut 2'-6' 1•-6• I'-a' 2'-6° 6" $ Into Connate Fdkd Poe 2'-0'. Ak 1)/4's Cont. 1'Barter L_ 1)/4 Cont. 0. B 4. f I fi' - - - r 1h Pa plyl IfiIL 1 APPROVED H. Barnes Backg d Pow1 f. 1 DESIGN M. Lee ' F.Grade (2) BNw a ,7}3 2 �-� yr[ 1 DRAMq M. Lee 2'3/4'Minus Compacted Gravel tot 4 Parking Section Gmee tit A 07-30-13 0A E 11'0ionwfa Concrtk Box SCALE AS SHOWN 3'Nide Pmnled srtPee t'a' 7 2T Compacted Sub-Base See Detail moxr EIfVA1I0N Poal l21 fads wfi7e R Bmded Reflatixe Poal AN Construction,Sgnage k Striping to compy dfh the Amen'cans With Disabilities Acf NBn Acces=aiury eaideunee(NtuG)and covnaa or Amercan&ddnq/ameriaaa Nor nd owc.No. C-073-13 SITE d Stau stipag stoodv&IrwNmte(c4so/Arm). SHEET 6 Accessible Parking Sign Painted Accessibility Symbol B Thickened Edge Sidewalk Stand-up Curb Detail c1 Handicap Ramp Detail 2 of 2 Not to scan Not to Srale Typical Section At Parking Lo/Bldg.Front Not to Scale Not to Scale Q Nw a s le o l3 rn •U � U 33 _ _ _ _ _ _ 08 - W8y_ _ _ _ T.9 S. 3,_JL34 I--I � 11 4 \ HIGHWAY PROJECT N0.DIP-NH-F-2390(104) T. 10 S. \ ' 4�L1J -° \\ \ 3 coj o m;g\\ .3ri o 11. \ _ p B a z of \\ I `"j\\ \�s\ � 'fv,�� \"'1c \ `E.;c. J6So\\ \�'\� �J J �/' •�y.,�Q T O� zo RBING TO SIDEWALK- OEWA I K _/ y CONCRETE CURBING ^:`P` / C CURBING p B B / > CgyCR RBI �•,� / \ s,�, 5 w `�o `w� A tJ' f016 -- - - a FI�r-III r •5 R'� -. 8.; A B 2 A ry® t oo.DD� ►�-I o w d q/�-3ssr ^ / s _ \ \ Pcint c poin / \ \ alo P.EG ^ 3 U M -- - / rQ 4 0 15 30 60 F4— — --------� �- ---- as W-'--- NJSTF1J£MPORARY E SCAPE 20 / — 2 \—— \ SCALE IN FEET LEGEND: ` / \ ISLAND LANDSCAPE \\\ Located In • \\\\\ \\\',--J6A I / ISLAJ/D-LAfVI)SCAPE // / ISLAND\LANDSCAPE I / I �\\ LOT 2\1 r \\ A Portion of PROPERTY BOUNDARY PROPOSED EXISTING \ \ \ ---I\ / / "� y \cg\ 0.64 Acre \\ \ LOT LINE - - h 1 \ --_ \ 11 / \ \\ Gods Lot Z Section 4, ROADWAY CENTERLINE r T. 10 117 Iw EASEMENT LINE -------------- --- -- -- - - - -- -- WATERLINE IYIN 8•w // I i •, / // / y / '\ \ \\ \ Boise Meridian SANITARY SEWER LINE e'99 ass— / // / / LOT 4 / / // // // / \\ \\ \ Twin Falls County, Idaho STORM SEWER LINE e'SD e•SD / 1 0.90 Acre / / / / / \ YT& �� PRESSURE IRRIGATION LINE 4'PI 4'PI - / i / GRAVITY IRRIGATION LINE Cq 8'Gi STANDARD CURB&GUTTER EDGE OF ASPHALT SEWER SERVICE WA TER SERVICE a IRRIGATION SERVICE m-- - \ l L„ / _ / / z00 FIRE HYDRANT d MANHOLE IRRIGATION BOX ❑O ❑O \\ \ _ CATCH BASIN ® EMI - Ar pp - ak point VALVE SECTION QUARTER LINE ———-- FOUND 5/8'REBAR&CAP � OO AREA RATIX7 _ S FOUND 1/2-REBAR&CAP O L-1 Landscaoine Obstructions \ \\ :,_$ \\ T' y FOUND BRASS CAP RNM 0 Posts,fences,growth and other materials or objects shall not be placed or kept \ DUMPSIER PA71ENf __, SECTION QUARTER CORNER 4O near Ore hydrants,Ore department connections or system control valves in a 11 AREA I MP-1 n manner that would prevent that would prevent such equipment from being SECTION CORNER Immediately discernable or hinder immediate access.(IFC 508.5.4) u / DIALYSIS CENTER MP-2 Clear SDace Around Hydrants \ j 89A x IV-0' I MP A 3-foot clear space shall be maintained around the circumference of a Ore - 9,594 SF nC) hydrant.(IFC 508.5.5) FFE=3650.25 MP-4 I ►'+i v A Pole Line Rd. Plantings Key: ISLAND PLANTINGS KEY N\\ \ \ ' CODE SPECIES TOTAL BQ PINING BED REQUIREMENTS CODE SPECIES TOTAL SPECIES PER ISLAND \ � \� •1(S IQ HIBISCUS SYRIACUS-&UEBRD ROSE OF SHARON HIBISCUS 11 SPECIES PER 80 Q HIBISCUS SMACUS-BLUEBIRD ROSE OF SHARON HIBISCUS 13 ffSTUCA GAUCA-BLUE FESCUE 3 (D PRUNUS INCS4-LITRE TMST FLOXERINC CHERRY B FESTUCA CAUCA-BLUE FESCUE 2 D ANIMUS INCS/-LITTLE TWST FLOWERING CHERRY IS CALAYAGROSTIS ACUTRLORA-KARL FOERSTER 3 •�\ Q ILIA CORDATA-LITRE LEAF LINDEN 9 CALUTAGNFSTIS ACU➢RORA-KARL FCERSTER 1 CORNUS SERICEA-KELSEY DWARF DOGWOOD 2 IL Q ACR NECINDO SENSATION-SENSATION MAPLE 12 BUXUS MIC2LWNriLA-WENTERGIM BOXWOOD 3 NOTE ALL TREES TO BE A YN"2'CALIPER. RERBERIS IHUNBERCI-HRMOND NUR BARBERRY 2 HYDRANTr \\ 1 O PMWS YUCO YUCHUS-YUCO PINE 3 ANUS MUGO MUCRUS-HUGO PULE 4 BUXUSYICRCPHtt1A-WINTERGREEN BOXWOOD 3 \ NOTE ALL TREES TO BE A MINIMUM 2'CALIPER. GENSTA PIOSA-GOLD RASH BLOW T \ 1 O \\ O Q PUNTING BED REOUNOIEMTS PICEA PURGENS'BLOBOS4'-GLOBE BLUE SPRUCE 2 CANCEL DECORATIVE ROCK(S)>3'DIAMETER 2 I \ HC/E'ROCALLIS-SMU DAYULY 6 \\ \ aEA90NS SPECIES PER�° BELPlaI,Y EIANM- I Y HYBRID 4 BLD PERIMETER PLANTINGS KEY. LOT i FESTUCA LYAUCA-BLUE FESCUE 4 CALWAGROSTIS AC/I81QRA-KARL FOFRSIER 3 (614 mm) V�; \ I 0 25-20u: Addendum Na. URGE DECORATIVE ROCK(S)>S DIAMETER I SPECIES TOTAL TOTAL ISLAND DSCAP( k.23 Acre I ISLAND SC\APE \ BUXUS YMJ1O°HY11A-WiNTORGREEN BOXWOOD 6 � FESIUCA CAUCA-BLUE FESCUE 12 HCYFROMS-STELLA DAYULY 20 \\ \ \\ \ PNUS MUGO YUCNS-MUGO PINE 4 ` G £ Q N CAWIAGROSRS ACIBFLORA-KARL FOERSTER 12 DELPHNWUY EUNN-CIPHWFNLI HYBRID 16 \ \ GENASTA PILOSA-GOLD FLASH BLOW 2 EACH CRAOE PoNG REl'RESENIs A A#FOOT NCRE4ff CEFBSTA PILOSA-GOLD FLASH BLOOM 10 LARGE DECORATIVE ROCK(S)>3'DIAMETER 10 \ \ PICEA RINGERS'GLOBOSA'-GLOB:BLUE SPRUCE 2p,/�'CyI ,, A BEDS ARE LARGE EFEYATED BERM NKAs PICA PURGENS'GLOM'-GLOBE BLUE SPRUCE 10 \ 2 CCRNUS SEBCU-IO'LSEY DWARF DOGWOOD 3 "�� BO BDS ARE SMALL ELEVATED BERM AREAS COWS SFIUCA-KELSEY DWARF DOGRODD 12 :LEAR SPACE BERBERIS 7FNINBENCI-fR]MOND PoLUR BARfERRY J 16BUKUS MICROPHYLLA-MNTER REEK BOXWOOD 12 \ HOYEROCAUJS-STELA DAYLILY 10 "�r FIG—508.5.5 -- 2 DELPHINIUM DATUM-DaPMLW HYBRID 8 pld•-� HYDRANT CLEARANCE LARGE DECORATIVE ROCK(S)>3•DIAMETER 3 ^�� MEMORIAL PLANTINGS KEY \ I I \\ SPECIES TOTAL TOTAL MP-1 SCHPACIYRRNI SCOPAMUM-LITTLE BLUESTEM 12 MP-3 CRANIUM'ROZAAW 10 \ I APE \ PFNBSERRF ALLIPECIIRCDES-FOUNTAINCRASS 10 MAGNOLIA X SOU AN,1'ANA-SAUCER MAGFBFA 3 \ \I \\\ 1 \\ I I I \. . UP-2 SCIZACHMUY SCOPAWW-LITRE fIUESTEM 4 MP-4 FLOMWDA ROSA GRTIVAR-ICEBURG 8 \ I/ 4 PATA CiNRC OPENBSEN ALOPECURCDES-FCUNTANGRASS J e I PANESE BLOOD GRASS 35 TREES HRUBS PER CITY srnmP CODE&GATEWAY ARTERIAL \ \ / / _ ( SStONAE EN DESIGN GUIDELINES \ \\ OO x 4 / 0`A�\pENB C/yFir` Landscaping Data: \\ \\ WBDOO REFER TO THE CITY OF TWIN FALLS CITY CODE 10-7-12 AND 10-11-2(A)GATEWAY ARTERIAL LANDSCAPING AND PARKS AND RECREATION DEFT.TOPSOIL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. �3 &f� CRUSHED ROCK THROUGHOUT \ ..- \- --_-_ X VIr CONTRACTOR SHALL INSTALL SYSTEM FOLLOWING ALL Cltt TAWS AND REGULATIONS. --------- __ 24 x _ S. q ,•b PLANTER AREAS(2•TO 4') k potlrt,^z--._._--------- --_-- �.� 9i OF 4'-6'DFPTIE CONTRACTOR SHALL PROVIDE A WRITTEN TEN WARRANTEE FOR NO LESS THAT 1 YEAR AFTER ACCEPTANCE AND --- G.0P' PROVIDE 1 START UP AND FIRST SEASON WINTERIZATION WITH INSTALL PRICE. --= --- ALL TREES TO BE PRUNED AS NEEDED TO ALLOW FOR ACCESSIBLE ROUTES TO BE MAINTAINED. ----- VARIES ALL LANDSCAPING(EXCEPT SOD AREA ADJACENT TO POLE LINE)AREAS TO HAVE 2'-4'DIAMETER H.BARNESMETER CRUSHED \ N BROWN/GREY ROCK TO A MINIMUM DEPTH OF 4•4'. POLE LINE RD. DESC44 H.BARNES DUAL IRRIGATION MAINS FOR I COMMERCIAL GRADE WEED BARRIER TO BE INSTALLED&SECURED TO FIXED FEATURE(CURB/SIDEWALK)OR WITH SKEEN Do J STAPLES UNDER ALL GRAVEL LANDSCAPING(POLE LINE,ISLANDS,AND BUILDING). NTS PROJECT DRAB J.R.DATE 06-072013 DRIP LINE i0 PLANTINGS -2013 INSTALL WEED BARRIER IRRIGATION DESIGN TO BE COMPLETED BY OTHERS. z N.COLLEGE RD. STUB OUT PI LINES FOR FUTURE DEVELOPMENT. o o o SCALE AS SHOWN Typical Detail @ Landscape ISIes NO SHRUBS,BUSHES,OR TREES SHALL BE ALLOWED TO REACH THEIR MATURE SIZE WITHIN 3'OF ANY FIRE HYDRANTS. FALLS AVE. - PLANTINGS SHALL BE IN ACCORDANCE WITH GATEWAY ARTERAL LANDSCAPING AND POLE LINE COMMERCIAL PUD o o w 5 DBII3MDI3 LANDSCAPE PLAN n is LANDSCAPING REQUIREMENTS. i SHEET >= FILER VE. g T I 3 m L�l