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HomeMy WebLinkAboutCanyon Park Amended-Fillmore st. As-Builts GENERAL NOTES: WATER SEPARATION NOTES: Ln mGO 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER WITH AN APPROVAL SEPARATION OF POTABLE AND NON-POTABLE PIPELINES PER IDAPA 58.01.OB.542.07.THIS RELATION BETWEEN POTABLE AND NON-POTABLE C STAMP BY THE CITY AT THE WORKSITE. WATER PIPELINES SHALL BE AS FOLLOWS: (5-8-09) ® C 2. ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. A PARALLEL INSTALLATION REQUIREMENT (5-8-09) Cop 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOS17ION OF DEBRIS RESULTING FROM ANY AND ALL I. POTABLE MAINS IN RELATION TO NON-POTABLE MAIN (5-8-09) ® ® ® c d o WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE RESPONSIBLE Subdivision Development FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY THE PERFORMANCE (1) GREATER THAN TEN(10)FEET SEPARATION:NO ADDITIONAL REQUIREMENTS BASED ON SEPARATION DISTANCE. (5-8-09)OF THEIR WORK. SUCH MATERIAL SHALL BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR (2) TEN 10 FEET TO SIX 46)FEET SEPARATION:SEPARATE TRENCHES,WITH POTABLE MAIN ABOVE NON-POTABLE MAIN,AND (� OR TRANSPORTED FROM THE JOB-SITE. NON-P TABLE MAIN CON UCTED WITH POTABLE WATER CLASS PIPE. (5_8_09) 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT IT IS THE CONTRACTOR'S tl) L RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. (3) LESS THAN SIX(6)FEET SEPARATION:DESIGN ENGINEER TO SUBMIT DATA TO THE DEPARTMENT FOR REVIEW AND - 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION APPRQILAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AND NON-POTABLE MAIN TO BE o AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS 7O SAID CONSTRUCTION. CONSTRUCTED OF POTABLE WATER CLASS PIPE 4-11-06) 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE PLACED AND COMPACTED BY (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS POTABLE MAINS (3-30-07) For: ® o METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL STRIPINGS NOT SUITABLE a L FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE AT 5 PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING NON-POTABLE FLUIDS SHALL BE ] THE CONTRACTOR'S EXPENSE. NO C SER HORIZONTALLY THAN TEN(10)FEET FROM POTABLE MAIN (4-7-11) rn 3 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR U, SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR It. NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE SERVICES IN RELATION TO NON- o UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL SERVICE POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION TO POTABLE MAIN. (5-8-09) Canyon oLATERALS NT ANY KIND. (1) GREATER THAN SIX(6)FEET SEPARATION:NO ADDITIONAL REQUIREMENTS 84SED ON SEPARATION DISTANCE. (5-8-09) Park men e8. POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED � IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. (2) LESS THAN SIX(6 FEET SEPARATION:DESIGN ENGINEER TO SUBMIT DATA THAT THIS INSTALLATION WILL PROTECT PUBLI 4) 9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED A7 LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF HEALTH AND THE ENVIRONMENT AND ION-POTABLE SERVICE CONSTRUCTED WITH POTABLE WATER CLASS PIPE. (5- 15 cn CONSTRUCTION. CALL 'DIGLINE'48 HOURS PRIOR TO COMMENCING WORK. C 10. MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. (3) NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS NON-POTABLE MAINS OR ,C 11. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXIST. IMPROVEMENTS FROM DAMAGE AND ALL NON-POTABLE SERVICES. (5-8-09) SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. B. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER MAINS OR SERVICES FOR C 12.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO THE PURPOSES OF THIS SECTION,THE TERM'PIPELINE'APPUES TO BOTH MAINS AND SERVICES. (5-8-09) Twin Falls, Idaho W W RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. I IF THERE IS EIGHTEEN/18)INCHES OR MORE VERTICAL SEPARATION WITH THE PoiABIJ:WATER PIPELINE ABOVE THE (0 IT THE CODE 39OR'S REQUIRES IDAHO DENT. OF ENVIRONMENTAL QUALITY(IDEA)APPROVAL PRIOR i0 CONSTRUCTION. NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE. N IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE I174-14.ALL APPROACH RADII ARE TO BE 20'TO FACE OF CURB UNLESS OTHERWISE NOTED.RETURN RADII AT CULDESACS ( ) ARE TO BE 20 TO FACE OF CURB.ALL VALLEY GUTTERS ARE TO BE 6'WIDE UNLESS OTHERWISE NOTED.ALL WATER AND SEWER MAINS SHALL II. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE WATER PIPELINE BELOW THE to OF CLEARANCE FROM FINISHED LIP OF CUTTER.INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTAL FEET NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE,AND THE OF POTABLE PIPELINE MUST BE SUPPORTED THROUGH THE CROSSING TO PREVENT SETTING. 16. PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH THE AFOREMENTIONED NON- (4-7-11) STANDARDS. -LegendVicinity Map 17.17 IS THE CONTRACTOR'S RESPONSIBILITI'i0 FILL OUi AND SUBMIT A NOTICE OF INTENT(NOQ TO EPA AND HAVE A III. LESS THAN EIGHTEEN(18)INCHES VERTICN.SEPARATION: (5-8-09) COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION.SEE WEBSITE Property Boundary Line http: ctpub.epa.gov/npdes/stormwater/cgp.cim. QUESTIONS REGARDING THIS REQUIREMENT MAY BE REFERRED TO MISHA (1) POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE:AND EITHER: (5-8-09) Proposed Lot Line rn VAKOC OF EPA AL(206)553-6650. CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN FALLS. (A) NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CUSS PIPE FOR A MINIMUM OF TEN(10)FEET EITHER Conyon sP Mg. '' 18. DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTON STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED Proposed Easement Line _ ___ Golf Coorx WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION OF POTABLE WATER CUSS PIPE CENTERED ON THE CROSSING; _ _ Project >=i 19.TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF OR (5-8-09 Building Setback Line yP� ~°2 e a° O THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO (B) SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR TEN(10)FEET EITHER SIDE OF Proposed Water Main&Size w 6'- COMMENCING WORK. CROSSING.USE OF HYDRAULIC CEMENTRIOUS M4TERA1S SUCH AS CONCRETE,CONTROLLED DENSITY ALL,AND CONCRETE SLURRY S�'p Sna ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR SLEEVINC (5-8-09) Existing Water Main&Size w S. �' y UTILITY SERVICE NOTES: Proposed Sewer Main&Size c 2 IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE,THE NON-POTABLE PIPELINE MUST ALSO BE SUPPORTED 1.ALL WATER AND P.I.SERVICE LOCATIONS TO BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED GRADE THRO THE CROSSING TO PREVENT SETTLING Existing Sewer Main&Size (5-8-09) 9 c e' I TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN. WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL INSTALL THE Proposed Pressure Irrigation Main&Size H 6•_ POLE LINE RD. 0 N PRESSURE WASTEWA MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING NON-POTABLE FLUIDS BE q WATER OR P.I.SERVICE BOX$0 THAT THE FACE OF THE RISER IS LOCATED 12"TO 18"FROM BACK OF SIDEWALK.ALL NO CLOSER VERTICALLY THAN EIGHTEEN 18)INCHES FROM POTABLE MAINS. ("-7_11) Existing Pressure Irrigation&Size Pi 6• a .d SEWER SERVICES TO BE INSTALLED TO STATIONS AND OFFSETS SHOWN. 2.ALL SEWER SERVICE STUBS SHALL BE LOCATED WITH A 'T'FENCE POST,PAINTED GREEN. SERVICE STAMPS ON CURB Proposed Storm Drain&Size SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. C. EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS,EXISTING NON-POTABLE SERVICES IN RELATION so 12'- Nz A4 •� 'b TO NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE SERVICES SHALL MEET THE REQUIREMENTS Existing Storm Drain&Size 5p 12• N.COLLEGE RD. WATER NOTES: OF SUBSECTION 542.078.,WHERE PRACTCAL BASED ON COST CONSTRUCTION FACTORS, AND PUBLIC HEALTH SIGNIFICANCE IF THE Exisfin Overhead Poweriine a� u W DEPARTMENT DETERMINES THAT THERE ARE SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES,SUCH AS WHERE A LARGE EXISTING 9 SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER,THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 542.07.B. oolfe F Ner .1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STD'S.,THE IDAHO STANDARDS FOR (5-8-09) Proposed Fire Hydrant atne PUBLIC WORKS CONSTRUCTION, THE UNIFORM PLUMBING CODE, THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE o - �.i... - _ E-•AGENCIES UNLESS OTHERWISE SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE Existing ire Hydrant Ct; FALL AVE. -- CONTENTS OF THESE STANDARDS. NEW WATER MAIN CLEANING NOTES: Proposed Manhole p 2. NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH WITH WATER LINES. CS 3. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. A. CLEAN AND DISINFECT WATER-DISiRIBU710N PIPING AS FOLLOWS: Existing Manhole ® -- ST I M v "19n NOT TO SCALE 4. ALL WATER MAIN SHALL BE AWWA C900,CLASS 150 PIPE AND DISINFECTED PER NEW WATER MAIN CLEANING NOTES. 1.PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, Proposed Power Pole2� m sonool O IN COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM INSTALLA710N5, EXTENDED OR REPAIRED BEFORE USE. INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/61. Existing Power Pole f 5 � 6. MAINTAIN 36"LESS OF FINISHED COVER OVER ALL WATER MAINS WHERE POSSIBLE.IN NO CASE SHALL ANY WATER MAIN BE 2, USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR IF METHOD IS Proposed Valve „ � PLACED WITH LEAS THAN PO OF COVER BELOW FINISHED GRADE. NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE PRESCRIBED IN NFPA 24 FOR FLUSHING OF Existing Valve 'I T` 'd 7. ALL WATER AND NON-POTABLE MAINS SHALL HAVE A MIN.OF f0'HORIZONTAL SEPARATION.ALL WATER AND g pd � '' `J NON-POTABLE MAIN CROSSINGS SHALL MAINTAIN 18"MIN. VERT.SEPARATION OR NON-POTABLE MAINS SHALL BE INSTALLED PIPING.FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT POINTS OF OUTLET. Proposed Catch Basin PER MAINLINE SEPARATION DETAIL,SHE___INSTALLATION ORDER SHALL COMPLY WITH NOTE N0. 7 FOR SANITARY SEWER NOTES. J. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HIVING JURISDICTION OR,IF METHOD IS Existing Catch Basin No NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE DESCRIBED IN AWWA C651 OR DO AS FOLLOWS: 8. ALL GATE VALVES SHALL BE RESILIENT WEDGE-HALL APPROVED. A.FILL SYSTEM OR PART OF SYSTEM WITH WATER CHLORINE SOLUTION CONTAINING AT LEAST 50 PPM OF CHLORINE; 9. GATE VALVES S SHALL TO TEES AND CROSSES SHALL BE FLANGE X MJ FITTINGS UNLESS OTHERWISE SHOWN.ALL ISOLATE AND ALLOW TO STAND FOR 24 HOURS. / TEES AND CROSSES SHALL HAVE FLANGED FITTINGS WHERE GATE VALVES ATTACH UNLESS OTHERWISE SHOWN&MJ B.AFTER STANDING TIME,FLUSH SYSTEM WITH CLEAN,POTABLE WATER UN71L NO CHORINE REMAINS IN WATER COMING FITTINGS FOR PIPE ATTACHMENTS. FROM SYSTEM. DO NOT SCALE DRAWINGS 10.ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL TA OF MATERIALS AND CONSTRUCTION APPROVED BY THE C.SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION.REPEAT PROCEDURE IF CONTRACTOR SHALL VERIFY ALL CITY LL TWIN FALLS. FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE NSF CERTIFIED PRIOR TO BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF CONTAMINATION. CONDITIONS AND SHALL VERIFYs AT INSTALLATION. 11.CONTRACTOR SHALL PROVIDE APPURTENANCES 70 PERFORM PRESSURE TEST AND DISINFECTION AS REQUIRED BY THE JOB SITE AND NOTIFY THESh Index Design Data ENGINEER OF ANY DIMENSIONAL Sheet STANDARDS. B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. ERRORS,OMISSIONS,OR DIS- CREPANCIES BEFORE BEGINNING 12. CONSTRUCTION SHALL NOT INTERRUPT SERVICE, WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION. FLUSHING NOTE:FLUSHING SHALL OCCUR FROM A FIRE HYDRANT LOCATED NEAR A DRY WELL OR HOLE EXCAVATED Sheet 1 Title Sheet Sheet 10 Perrin Street&Sewer Profiles OR FABRICATING ANY WORK. CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE INSTALLED WITHOUT AGENCY REIMBURSEMENT.ANY FOR A PROPOSED DRY WELL BE CARRIED IN A FIRE HOSE AND DISCHARGE INTO SAID HOLE OR DRY WELL. UNDER NO Owner/Developer: Canyon Park Development, LLC Engineer. EHM Engineers, Inc. TEMPORARY SERVICE FEED MUST HAVE PRIOR AGENCY APPROVAL. Sheet 2 Final Plat Exhibit Sheet 11 Misc. Storm Drain Profiles 621 N. College Inc Suite 100 13. WATER MAINS SHALL BE TESTED FOR PRESENCE OF COLIFORM BACTERIA PRIOR TO BEING PUT INTO SERVICE. CIRCUMSTANCE SHALL FLUSHING WATER BE ALLOWED TO ENTER WATERS OF THE US. P.O.Box 5478 , Sheet 3 Master Development Plan Sheet 12 Misc.Storm Drain Profiles Twin Falls,Id.83303-5478 Twin Falls, to. 83301 s 14.THRUST BLOCK BEARING AREAS SHALL CONFORM TO THE LATEST ISPWC STANDARDS AND SPECIFICATIONS. (RE:ISPWC STD.DWG. SO-403) Sheet 4 Drainage Area/Retention Plan Sheet 13 Misc.Storm Drain Profiles (208)421-8296 (208)734-4888 15.ALL FIRE FLOW LINES SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE INSTALLED ON WATER LINE. GEOTECHNICAL NOTES' ty Tina Luper,Project Administrator Gerald Martens, P.E. Project Eng. IR E G E I V E D Sheet 5 Master Utility Plan Sheet 14 Misc. Storm Drain Profiles PRESSURE IRRIGATION & IRRIGATION NOTES: 1.DEVELOPMENT OF THIS SITE IS SUBJECT TO THE DESIGN RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL Sheet 6 Site Grading Plan Sheet 15 Retaining Wall Plan Development Area: 25.94 Acres Setbacks: Setbacks shall conform to JUL 17 813 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IDAHO STD'S.FOR PUBLIC WORKS REPORT PREPARED BY EHM ENGINEERS FOR KOHL'S SITE DATED 212812013 AND THE GEOTECHNICAL REPORT PREPARED Sheet 7 Site Dimension Plan Sheet 16 Misc.Details Zone: C_1 City of Twin Falls Zoning and BY EHM ENGINEERS FOR CANYON PARK SUBDIVISION DATED 2 CITY OFTWINFALLS CONSTRUCTION,THE UNIFORM PLUMBING CODE,THE CITY OF TWIN FALLS, THE TWIN FALLS CANAL COMPANY AND ALL /28 2013. Sheet 8 rllmore Street Subdivision Regulations Section PLANNING&ZONING OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE Sheet 17 Round-a-bout Striping&Signing 10-4-5.3(E)& 10-4-19.4 AWARE OF THE CONTENTS OF THESE STANDARDS. 2.ALL FOOTINGS SHALL BEAR A MINIMUM OF 36 INCHES BELOW ADJACENT FINISHED GRADE. Sheet 9 Fillmore Street/Round-a-bout Sheet 18 Irrigation Relocation Plan Existing Use: Vacant 2. REFER TO THE CITY OF TWIN FALLS LATEST EDITION OF PRESSURE IRRIGATION SYSTEM DESIGN STANDARDS AND 3. WHERE FOUNDATIONS ARE PREPARED IN ACCORDANCE WITH THE SPECIFIC RECOMMENDATIONS SPECIFIED IN THE Sheet 19 Paying and Si na a Plan Sewer& Water: City Sewer and Water CONSTRUCTION SPECIFICATIONS FOR INFORMATION NOT SHOWN IN THESE PLANS. 9 9 9 Proposed Use: Commercial 3.ALL PIPE SHALL BE PVC ASTM 0 2241 (SDR-PR)CLASS 200, SDR 21 OR BETTER. ABOVE NOTED GEOTECHNICAL REPORT,SPREAD FOOTINGS MAY BE DESIGNED FOR 3,000 PSF. 4.ALL GRAVITY MAINS,INCLUDING IRRIGATION MAINS, SHALL BE LAID FIRST BY THE CONTRACTOR TO AVOID POSSIBLE Lt� Utilities; Underground Power, Gas, TV, CONFLICTS WITH PRESSURIZED MAINS. 4. THE SITE MAY BE CLASSIFIED AS 'SITE CLASS C'FOR SEISMIC DESIGN. Abbreviations Variance: None Requested and Telephone 5.ALL NON-POTABLEAND POTABLE MAINS SHALL HAVERT.VE A MIN.OF 10'ON HORIZONTAL SEPARATION.ALL NON-POTABLE AND 5.SUBGRADE FOR ALL PAVEMENT SECTIONS SHALL BE CONSTRUCTED OF APPROVED MATERIALS AND COMPACTED TO 95R AB AS-BUILT PI PRESSURE IRRIGATION Deferrals: None Easements: As shown on Final Plat exhibit M POTABLE MAIN CROSSINGS SHALL IN MAINTAIN 18"MIN. HALL COMPLY WITH OR TEN-POTABLE MAINS SHALL BE INSTALLED PER OF MAXIMUM DENSITY PER ASTM D698 AT OPTIMUM MOISTURE. ADD'L ADDITIONAL PIT POINT OF INTERSECTION Sheet 2 THE RE LOCA7 NG WI SHOWN. INSTALLATION ORDER SHALL COMPLY WITH NOTE RE 7 FOR SANITARY SEWER NOTES. BOC BACK OF CURB TOP OF CURB 6. PIPE LOCATING WIRE AND IDENTIFYING TAPE SHALL 01 INSTALLED WITH ALL PRESSURE IRRIGATION MAINS.LOCATING WIRE 6.TYPICAL SECTIONS FOR STANDARD DUTY TRAFFIC AND HEAVY DUTY TRAFFIC ARE SHOWN ON SHEET 16 OF THE CB CATCH BASIN PL PROPERTY LINE AND TAPE SHALL BE INSTALLED PER ISPWC NANCEN HA IN ADDITION R THE CITY OF TWIN FALLS PRESSURE IRRIGATION DEVELOPMENT PLANS. CBU CLUSTER BOX UNIT RW RESILIENT WEDGE SIDS.ALL MAIN-LINE PIPING AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THESE STANDARDS. CL CENTER LINE R/W RIGHT OF WAY LOCATE=_O IN CONST CONSTRUCT REO'D REQUIRED A PORTION OF SANITARY SEWER NOTES: CTF CITY OF TWIN FALLS RT. RIGHT SW4 sw4 AND NO F LOT 3 CY CUBIC YARD SF SQUARE FOOT G,MARTENS i.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STD'S., THE IDAHO STANDARDS FOR EA EDGE OF ASPHALT SS SANITARY SEWER SECTION 34, P""moo PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE ELEV ELEVATION SW SIDEWALK TOWNSHIP 9 SOUTH, RANGE 17 EAST, SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STD'S. FOC FACE OF CURB T.B.M. TEMPORARY BENCH MARK stl1 T.MCBRIDE 2.SEWER MAINS ONLY TO BE LAID IN SEWER TRENCHES. FH FIRE HYDRANT T.F.C.C. TWIN FALLS CANAL COMPANY BOISE MERIDIAN, 3.ALL LATERALS TO BE LAID AT NOT LESS THAN THE MINIMUM SLOPES AS SHOWN IN THE AFOREMENTIONED STANDARDS. GB GRADE BREAK 70C TOP OF CURB TWIN FALLS COUNTY, IDAHO T.MCBRIDE """4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION AS PER THESE PLANS.ANY ADDITIONS, GI GRAVITY IRRIGATION TRANS. TRANSITION Of5 e,O�DELETIONS OR CHANGES SHALL FIRST MEET WITH THE WRITTEN APPROVAL OF THE CONTROLLING AGENCIES. INV INVERT TRC TOP OF ROLLED CURB 5.ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. IRR IRRIGATION TYP TYPICAL A. FEB.,2013 6. LF LINEAR FOOT TC TOP OF HIGH BACK CURB 2 < Z ALL SEWER MAINS AND FITTINGS TO AL CONSTRUCTED OUT IR ASTM 3034-89,SDR 35 PVC PIPE. LT LEFF VG VALLEY GUTTER m AS SHOWN I I MINIMUM OF 5 FEET O I HORIZONTAL SEPARATION IS REQUIRED FOR SEWER MAINS LOCATED ABOVE PRESSURE N/A NOT APPLICABLE Wkl WATER METER ESEC=er BM 14119-JO01 d} /G $ IRRIGATION MAINS AND FOR INSTALLATIONS WHERE AN 18 INCH VERTICAL SEPARATION IS AVAILABLE A 3 FOOT HORIZONTAL N.T.S. NOT 70 SCALE ydrant Located at 0 AO' h +�SEPARATION IS ALLOWED IF THE SEWER MAIN IS INSTALLED BELOW THE PRESSURE IRRIGATION MAIN.A7 CROSSINGS THE Conyon Springs Rd. qE0 M369-IIMDP-REViORDER OF MAINS FROM LOWEST TO HIGHEST ELEVATION SHOULD BE AS FOLLOWS:SANITARY SEWER MAIN, PRESSURE ation=p629.055 IRRIGATION MAIN,AND THEN POTABLE WATER MAIN.A MINIMUM OF 18 INCHES VERTICAL SEPARATION BETWEEN EACH OF THESE UTILITIES SHALL BE PROVIDED(OUTSIDE PIPE TO OUTSIDE PIPE).IF 18"VERT.SEPAR477ON IS NOT POSSIBLE, SUPPORT TO PREVENT SETTLING AND INSTALL PER WATER SEPARATION NOTES. AS BUILT - JULY, 2013 S Sheet 1 Alyr CANYON PARK AMENDED SUBDIVISION 0 50' 100' 200' A PLANNED UNIT DEVELOPMENT SCALE IN FEET _ N80'36'0 `E A RESUBOIVISION PORTION ENU ERNS OF �a+° .,N69'OP09'E N69'42 78"E 58.55� 640' E N7 94 07¢"E� CANYON PARK NORTH SUBDIVISION �Ee 5yR1'�� 78.06 N 692S -E N W316j05'E SB0 1 �- AND A PORTION OF ArE a 55 10 G54 04 7847•T� N7508'' CANYON PARK WEST NO. 1 SUBDIVISION w1V e s4 NP`A11E0 55��59• 50.91' LOC A PORTION OF SW4SW4, AND GOV'T. LOT 3 0 �p1gl �' Lot 6 VISITOR'S CENTER SECTION 34, �y04 "� 0,91 Acrmms uNPUTTED TOWNSHIP S SOUTH, RANGE 17 EAST, �Ag35�1 FOUND UD /^1 S80'44'3J"E BOISE MERIDIAN, N7 6389'07"E BRASS GAP q i 60.00 03'OJ"E TWIN FALLS COUNTY, IDAHO � ,Eeeg01 .i 46.21 2013 18 A4 E 3\3.0� 8�70 N`7 A531 I/ l Ss�*q, FOUND GLO SM cW N COG 2 ^ $ 1s,Edy CURVE DATA �( / Lot 7 / CURVE 24�'53' ROIL4J2.S 18� 184.1 T 94.25r CHORD M N 70.9' F 1 / o / 0.92 Acres 1 24.5432 368.00 159.99 158.73 81.28 S 70-28-44E 3 9328'03" 30.00 48.94 43.69 31.87 S 11'17'26E IIa 4 19'19'02' 1080.92 364.43 362.71 183.96 S 45.06'071Y 5 04'07'16" 1210.92 87.10 87.08 4157 S 5741'591Y 6 10.37'10' 230.00 36.65 34.41 21.01 S 63'04'13w Lot e q/, 7 10'00'00" 30.00 36.65 34.41 11.01 S 36'22481Y a ,ey 8 453423' 30.00 23.86 23.24 12.60 N 21'24241V 1\ \ / � 0.96 Acres 9 20'56'03" 432.00 158.09 157.21 79.94 N WJO'291V 1 \ Lot 5 /'� Y KV45�38V 10 01'58'09' 432.00 60.09 60.04 30.08 N 8758'351V / ' \ 15.98 Acres _ -- - -- C'f0 �'�'90 11 04.19'19" 432.00 32.59 32.58 16.30 N 84.48'O0w \1 ,_ N/frOB'S1t i56.oY 1-n / 1 \ _ '11 FYmore Street 1� 12 39'01'30' 99.50 67.77 66.47 35.26 S 4553'31'W i \ v � o^ � �•� 13 99.18'37" 80.50 139.53 122.71 94.77 S 15'45'031Y H 1 \\U B L 0-L ^ 1 \� - ---o- N7809'S1'E 1 78 - 14 525721" 99.50 91.96 86.73 49.56 S 07'25'34E �o C7 �'°�• / `o 15 3542'30' 231.50 144.28 141.95 74.57 N 36'5422E Q 1 \'F\ i' 00- A<278' G C, F 16 735258' 119.50 154.10 143.64 89.86 N 555931E ti = .�`1 \ i " 10 ? "'\• y / i 17 3542'30" 268.50 167.34 164.64 86.49 S 3654221V �' . 18 90`00'00' 20.00 31.42 28.28 20.00 N 09'45J7E 19 1637'I I' 54796 15895 158.39 80.04 S 63'G4'131Y m 1 �� NS6��N � 1;1P,- 20 1743'58" 368.00 81.78 81.61 41.06 S 76'34'00EAp15'�/ 21 1710'34" 368.00 78.20 78.06 39.25 S 64.06'44E o �• 1 �' g4644 � 22 11'09'09' 1080.92 210.41 210.08 105.54 S 41'01'I11Y i-N 1 / 's• •� \ / 2.�� F� / 23 GB'09'51' 1080.92 154.02 153.89 77.14 S 50'40'421V 24 90'00'00' 35,00 54.98 49.50 35.00 N 80.14231Y y_`F \ \ y Lot 1 E1 56'33'11' 211.50 208.76 200.39 113.11 N 43'06'13E r �" 1 / / \ F�• \& / ✓�. // "� 1.04 Acres E2 6X19'14' 618.50 683.54 649.28 381.40 N 4629'14E E3 20'00'06' 563.00 196.54 195.54 99.28 N 24.49'40E E4 109'5554" 30.00 57.56 49.13 42.79 S 89.47'40E m r / / \ \ \;� \'U �'• �' 87 C;r ,.� / / E5 83'54'00" 20.00 29.29 26.74 17.98 N 06.42'38E E6 2929'13" 563.00 289.74 286.56 148.16 N 6T24'14E C E7 04'05'54' 418.50 29.94 29.93 14.97 N BO'll'48E ¢ / / \ \- - E8 04'42'10' 363.00 29.79 29.79 14.91 N 80'2956E `'� 1 / fig\ \ \ 15 ti401 Lot 2 �� ► / E9 40726'41' 80.50 56.82 55.65 29.65 S 11'41'58E -- 7 """FFF\ i�p0��' C0 5A53� 1.05 Acres G RIGHT OF WAY DEDICATED --- F--- '/ l d EASEMENT LEGEND TO CITY OF TMN FALLS �� -� tit-_ 1 gk 551, Lwes ot 3 3,752 S0.FL v /i / 1 �'� +• y �� / HEALTH CERTIFICATE A 10'WIDE LWOVK,,U11M ACCESS,SIDEWALK AND DRAINAGE /i \�' P Dh. y �`- \ EASEMENT / t. g9a 'Ci .�1 a,>. \ i r Sanitary restrictions as required by Idaho Code Title 50,Chapter B. LANDSCAPE,UTILITY,SIDEWALK AND DRAINAGE EASEMENT � S 53 Qy�+ �aT� 68' C 13,have been satisfied. Sanitary restrictions may be reimposed, / C 4 cA 1 y P° '� 54 '6 702 FE7.aY \p).1' `II 1< in accordance with Idaho Code Title 50,Chapter 13,Section C. 25'WIDE LANDSCAPE,URUTY,ACCESS,PEDESTRIAN,BIKE PATH AND REAL POINT OF o \ /i' 5 •��-'�,, �� 31 d sp P 50-1316,b the issuance of a Certificate of Disa royal. DRAINAGE EASEMENT Y pp +,•, BEGINNING ._ D. 55.5"WIDE UIILIIY EASEMENT ctatm Park wee No.t E. 15'WIDE LANDSCAPE,UTILITY,ACCESS,SIDEWALK AND DRAINAGE / '' S 4 '- SWGmawn 14 0 s qc; w, Date: South Central District Health Dept,EHS EASEMENT N88'37'11"W m 7T22 tGt�/ o �)� \� ¢EXISBNC 20'WIDE SEWER �g�� p, ' F. 34'WIDE TWIN FALLS CANAL COMPANY EASEMENT 35.00' D W w 1 \ j ESM7,WSL 1902677 G. 74'WIDE UTILITY EASEMENT G-19 w rst£�°AL 550'1736"W 8 $ H. SEWER EASEMENT WIDTH VARIES Q.No^N 76'z424;18E 5507,�6, y� Lot 4 \ w 57.17' 9n✓ I. 15'WIDE SLIVER EASEMENT I= „ 5 N 4j.� 0.78 Acres 8A �� 11-9� L E G E N D Project ah S71'2248"W 3.82' 55A9g 1\ t t (A Cryan Pork wbt NA.I 5 I SWMm'ion 4r- 1Y36w NH14'22w Fau:uxE,a 0/o N35'160' \zaz 1-WO' R)uxE i 37.60' � AnAOWAr rwmc uE� N3SI4'22w . . FOUND W"CAP w K11 CONCEPT 91 SUBD. x l< \ Peal, EASEMENT UNE ---------- w •U�GR. 2ooe-oaz34z � TRacr a Is a NON BUILDING LOT RESERVED FOR sf " � FOUlO aW55 cAP w Wfl1 ROADWAY,DRAIN4GE ACCESS,UOUDES AND '9 �-''3e' v fDIAFD 0'REBW t GW(7S 1000) oLANDSC *.i c.P.(zouwte580 U ACCORDAPINGNCE M COMMON SEW.BE R 'e �°14 SET 5/8'.r24"leave a CAP(IS 1000) • r ACCORG4NCE IV1iH COYMaI AREA REWIREME1115 AS e� N 69.51791 OUTLINED IN DECLWMN OF COVOOTS,CLINDDI0N5, a C14 SET 1/2',24'REBvt:CAP(LS 1000) • F�:' 4 F'OLE LlNf?Z 9 34 RESTRICTIONS AND EASEIIENIS BY CA PARK AVROAD r 10 3 NYON INST.12001-021762 AND AMENOMENTS THERETO IN EASEMENT DETAIL FftW BIM CV W NoTEQ) 0 s"m d TO e0ar E INST.12012-021235. FOIM 1/2'REaw d GAP(LS I000) 4 3 TRACT B IS RESSIM FOR LANDSCAPE,UTILITY, RMW kk W(LS WO)4 , ACCESS,DRNWGE,PEDESIRAN,BIKE PATH,STORM EHM Engineers,Inc. W47ER REWON,PIARX MIA k VISITOR CENTER 8-1- EFUNREONAFOU-1-OFEXOEIIENOE FAZIlm cNe-NOT SET " TWIN FALLS, IOAHO FACIUNES. 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I it ��,� �,�'�.,.' ♦♦ �` : �ii I I ' �4 AMEN !ewer OR FAB ICATING ANY WORK. • ■ . .� INNC 0 ,/ ��� •.�� `�� �i, al LE Sol .■■N■. �— �'IIIILZ��� 1'�1 �■■■■■■■�■■■■■■pp1•■■■■�■■■ii■■■■■p1.MCI1. 1�, ♦ �\ �u■u■■u■■■■■■■u■■■■■ui■■■■iu■7■i■i■in■i■■i■i■ii■i■i■i■i■in►���i. T. , ��i■�i��L�f111 G I 1 - •R� � is � �u.r�n�S � I: ' / - o 00 w 00 CANYON RIM C N 0 20' 40' 80, / // / Scale In Feet / / p9s '/ -- -- (o assx - -- o.su o 62x C.m. �� \ - /a' ,o•w I" do^w ,ow��°-,D"w o• vv \v 0 7- - ------- -- ------------E. -- 81ISS 8'SS 8'SS 8"SS O SS q8 12"SD O 12"SD O �� # - 12' D 't2 �° S L -- ----- - - -- Lj / "YV' � _ �, 9' I ",. / ,sa^10• r I ,�j_I 3 I � �� `n IT°ax°I/ / mq6 / v o \/ I I j y� N In' C ' Ull Po,l , ear / - \ I FFE=sezo 0o a o FFE=3620.00 \ sue\ Slope 0\3 / Z (O fo Catch Point N FFE=3627.00 / FFE=3622.00 \ \ 19� I �' FFE=38z2.00 1 v NO\IMPROVEMENTS NORTH OF FILLMORE STREET \ + / -�,� CONSTRUCTED AS OF JULY, 2013 / / FFE=3622.00 / 36,8----- I fie• I FFE=3622.00 7. \\ "' It a a 1 / %// D\� \ .�' D` T \ I / •p. '�a \ � / 1\Q�B ! R`$ / / x r �;. \ \ D Well C" I ,� v A" P. t l 'a / / zNua_ vv ' ar a a •a\ a; en / � w fi a , `�•e� '� V " rst4 ® - p b - •mob B ® _ p W .zvzom / / FFE=3622.00 .- t.zae 81 / I \ \M \ \' /'t4"?. L',' ` - �p / I •�`-I• ("'1 cd N�r 6� / ;, vv �2 v / � vv � Barra / f p a \ tq DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CON\\\ 3620\h\\/ ` /,gy zasay •�' \ \ C THE JIOB NSITENANDMENSIONS AT NOTIFY THE \\ _ \\ \ <`�<<C< \ \ L t \ "i°+, ERRENGIORSR OMISSIONS OF ANY ,ONRIDNSL / �F \ CREPANCIES BEFORE BEGINNING I '_ \\ OR FABRICATING ANY WORK. Future / \ I / \\ F< \ y<<t� I \\ / 3G2z � � � vv �/ V F`<`;< �F.< AA �"/ \V � A � Drywell3&aStorm Waterline, 194 6s'✓w / ,�+w- Wx 1,_/ x ° d5 1+ yaa`✓A ++ 1i t. zr v ar v 'F \ A✓ /� \ \� \ \\\�s a // z 1 �` � yak �M1 �` \ I m / ' - Ia rr a 3 s6 .L ,b'zq a a h ` __ - -.� /✓ \ \ w� >< \ u� / * ---Fp------1-� --- - _ --- I += --- - ------_- - "�. —\ ---- F6� \ Y\\\ 0. 0 GINEEq s \ .- / -i►E I \\eP 5y�e1.8 and 9/a-rwaa a O\ -------J- 1 G.MARTENS sa T.MCBRIDE \\\>r \ o c 26.23tc \ \\ �s \�- -,>• a, \ \ / , _ I1 I \ \Future \ r° °\ ° \ \ \ \\ \� \ Future + Zions Bmk I y 9nl n Pn� v v T.ucBRIDE Not o Pod / I \ \ (1 I I (� V A,z V A A\ p. �� \\ t� \\. " FEB.,2013 Site Grading Plan AS SHOWN NOTES: OM"a 369-11MOP-REV1 1. 1%Minimum Asphalt Slope Required. 2.Install Release Curb and Gutter per Detail Sheet 76 where Drainage Slopes Away from Curb. AS BUILT - JULY, 2013 Sheet 6 00 rA 00 ® 0 L Do _ C 0 20' 40' 80' �,/ �� CANYON RIM Scale In Feet L aMo i• / r �' o r.. 0 10-W /I / ---- — -- — -- ---- -- — ` aL,w ,ow ow 10• 7 to —— — — --i — — 8"S3 g'SS 8"SS 8"SS a"ss a t 12"sD 12"SD r1 S/e -- --- — — ------ II it I enl m In / IT �..� / I � 11 1 24' 30 w W N � II I NI 5' 2' e' 4' Not a pad Future CaJ° 0h 2' 14' 20' 9' 1 -P 1 I s. iE// I 1e6' I 1442'17" .O / \\ P ■ 9 El. EDA 91 15. Fo ° —� 91 //%/ / ■ ® 64' 64' 64, 64. ■ \ \ 24' e a R40' (n 12"4y \ 18' 6' 36, ��/ \ // U \ SS \\ s\\\\ O // ,��/ ® ■ I Cz 14'� 24' 20 \24'\ 18 RR 8 N ILL TREETDO P // O ALE DRAWINGS TE LY // <<<��<�<<<< ` // CONTRACTOR H CT CALLVERIFY ALL 18' 6' 99' < ,<<<<<<<<< / / CONDITIONS AND DIMENSIONS AT c< < < << / <<< <<��< THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS— C OR FABRICATING ANY WORK. REPANCIES BEFORE BEGINNING C - rn Waterline, 1 6 / 64'� 70•m 64' / 1 rywell&Stan Drain Future 20 0 24' 20 20 24' 20 20 24' 20 30 pq• / � `,<<<�<< ,<," �^. / Not a Part / C I / \ 18' 12' \ \ 225' 2 8' 262' 99' N 23 180' 23' 18' 18' 25' 3 + rn / �• \ \ 618i 0 \ \ 4— -" - I I —— 1 22 ._ —-�•— (n \ // .�.o�o G.MARTENS F. -'" See Sheets B a 9/ar Fillnrore Street — / hnpovenienfs m -r-- \\ \\ Future I 4 { I Future T.MCBRIDE .� Nat a Part 1 � \\ \` \ a FEB.,2013 Zion's Bank AS SHOWN Site Dimension Plan "" 369-1111DP-REV1 AS BUILT - JULY, 2013 Sheet 7 `b ¢ > o d1 N E h IA Z S¢ ¢ =I=` a rn U L o ¢j O O woo �O o 3 Ce W c� 0Nan 0 25' 50' 100' _ a` _ .� °"' a ci o 3 ¢ n M n a ID Tw N 3 0 A Scale In Feet _ — `a _ g L o w hNE o� rnt os CN` z o Od H R rnU U\ LU NU O to U = W o a N 3 p CC L- �16'3T13" U " G m �P%,46' ¢ / A 4 4.32' \ / /o r O IM VE N RT114 ,,11kre LM E W w 163.74' -2 y D=35'42 T-82.74' o n `5. +t,: ASY. R= I �e 83 n' CB-N63'04'14"E ._ + / / Intersec �Ito. 16 St.= T- 22 to. 10St. CB=N '2Tempora / 's •t+ 2+.'oh Op \\ \ / Bas o \ \\ rop sed As alt P -king \ 45 LT End 1y Pro osed As halt Parkin yl J N/J• "W :4 \\+ / - � SD I_nv199,57AB p _45V� eoyl Jr i O 9 FO -- z 0 1-- --- - - ----- s,_--1- 9 -- -------- --- / � t Illrrl w l , _ 4 1 O v v �e 7�`Q 53P pb`' .o Fillmore Street(Private _ c 17 6 6 / \,eti6s /` >'9, \� ,� s + // -- i � � � � a•zQ qno+� .q�1�� I� I _ '���/• —---- •§'� ?��--�_ - �c �, ? / � n o q, Existing 1 \\ \Existing Asphalt rav I P d ?o ??o a Bank Gravel Pad Existin Asphalt 21 �i j Gravel Pad Gol en Corral E - m n^ All Valley Gutters 4'Wide ; ,• o Unless Noted Otherwise. c = U 3 0� All HC Ramps Shall Be o iA 'C Constructed Per ITO H-2-A a a s ¢ o _ Type B or C1 as Shown. " `� 3 u o I"- .`o_ "' N °'3vt, a w< 3 3= m '3= a` o_ o - v�"i o "a <x '6 x y c o w E o v it U w o - 3 E o v m I- N m z° vnovEo G.MARTENS N di a y i 7n oil N E m �o 9. c a U o o ` w I N a w:Qm� Jn r3 co �¢�' �o� - I �... o;inoo oino 'a 'n Z `wo v e c-6-2 3 Ez .w`w. �z Jv`ai = w c' �¢w c¢o w in w m Ew _ ins "' T.MCBRIDE �+ a <' a`ao � T.MCBRIDE 'ci - aw -:41 -? +.�a �a = aUo �Ni �` m.a`y � =wa tJ 3w aN v`t�y �cim n�000c � moc n_ +Ux FEB.,2013 �c oc'`=' u_ Ern �= E om�E d cE E mN '_ '`o ^t'� � c a = o 3m� > +L+N c `�cn` -� > ryU 'o AS SHOWN w.N �dt¢ �me m�ti nn d` cn�- �� ink �m Nnn� c"n Ln r y y co c\m o c 6 ''3 sz w w - E - `� ci��3m of 369-IIMDP-REV1 Owc. �SS ed for onstruction .� IIN II On II .III _ II _II U e .- �N �M� ULII_` UU` II V N II II II II II II II II II II II II II II II �� U �, U 11 N III II II o 11 II o N N � N � N O � VV � M� Nr7� O �� N� N� .x ._ �. '_ ^ : .•- -+K �-� ._ ^ N O,N .'.' - K � � J � � - ' M I NN NN• N O K' Kp0 �' oJpOj O N '� �II II ^ '� '- � ^ -^ _ J ^N IU•IU-^-NN IU-IU-.-.� .�a- m` O �. O .�J: .N} +� ._ ^ .V .n N+. � N ON O + �. + + �O .0 �.m.. Un M * U .0 .0 g N N � y�j g 0 QCO�M W O O. N - _ 00^ Kim ^ N M h M� O + M' + M^+ oa + + h m + ^~�} O, 00 . ^N 00 h _ N 3630 : Exi ling Curb and utter +: ^ : _ fisting TA 6"R of CL: See Pla View for Grad l g .. ... ...... - ...... _ 10 VC 36 LF 12 PVC Storm Or in - . 3625 - S=-.359, :5--0.2,Lt.S=-2.22 : S- 0.90�Rt. 10 'VC ... .. .. ... ....... ....... 5' :... ...:... .VC .909 Lt . S--.359,LG. Lt. - S Rt ... ...-. ling 8"Wat r Existin 8"S wef. - - "1 64, ... .... .. Consl. .. S 144 L 12"PVC S.D. � � - ...S_'J. 49 L� S�_j 3 t 3620 Propose 27"Sewer _ _ _ 4� Rt&it. :... ...:... ...: : ''No^. E Win 24"Sew ......... .... 9 .... ... .cmim� T be Removed. 3625 Pr,file SO .. w� .... .. ... ... .. .$o ..:... ..._ .. ....... :. :... O..:... :. IF 6"PI?C Sewer .. ^o .... ........ ... .... ..... ........ :... +NUci ii a-`��w ...:... ..."'mow : : _ ^U17?(F 8"PfC mom wE> dmE> ... ... +cn 11 Sewer �5v �5 In cr22009, & .... 3625' 3625 25 3625' 3625' - J625 :^ J615 =-w II ow II 3625'- 3625 y E> =c 2.5%25R� Hc�li n H a u w a 3620' 3620' a2.5�.... :... .. �',. �, .�:... !"[• 3625'a 3625. 3625' U 3625 3625 _ 25 2q 3625- 25X - y5X 2.5 2.5 25% J625 - 3625 n - 3625' - 3625' - 2.5 ZS - 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 362a 20+00 20+50 36zo 21+00 21+50 22+00 22+50 23+00 23+50 AS BUILT - JULY, 2013 Shee±8 3 Scale In Feet V m m 0 25' 50' 100' 4 _C c p o U U U C h QO - J O ma. in-o o m J m o Y U QN R m UO +� N \ � V L�\ Scale n Feet o c'>.-°o_ m N �rJ / \ — ———— J 1•,�``�'ip IV �..�y �'' 1,,�� a as zo p Oa V —\� Od ��/' Imo', �i �.o V� � p -1p p'65 In tersection Station 8 ti Sta.23+40.86 Flllmore St. (SW)= r, g- \ q3 \ Jp� C W o a Q Sta. 70+00.00 Access Rd. Nf p p w\o + Angle Point \�/ ♦ \V -�G�' m Sic.23+62.72 Flllmore St. �. �' m ♦ � p `o fl _ ( W \ p / o figure Drywek as Shown to Maintain w Q // a .C-C- C (" I V Clr.lrom a ta61e Ater Line / �� 1r`r-� �- rr t6. r r / Insta er ersper0 — a Phase -Cap Dry( 1 AB �- r(♦ \rr- ("( \ �--- -- - e ton tion \\ / `r KE� ACC \\ / -� o � Ire yd. �� � E.��'r 5.�� "� I \�e9 •,�C \3 b� dlmore SC(SW� 5 c FC __ r e� 4r FT \• -B1-CB2 'R� _ �?oey. � m FCr G5 Gmde Bin r apt 2 I o V 1 _ _ tell os V. °z r G — �rrrrr N09'03�7"E — - CC s't ryry\a1a e i 0.i � II -- � I--t s _ („� I 80 r _ plait u & stc % —�� r C" 1° Installation g BSS � 0 55 — �� 10 r ® .5' � '0 4 7:1 _ ° - � �6 s - �,° � tio� rrr rr ��rF" �' s � \, ' u°, a���•i++ �+25 1.5' Ins all Ire rir�-� rrt�C`r 7sw � ♦ � 1 ��� � �"+ LL _ - /R.W.Gate Valve per,. Q0 Crr `r ( Relocate U r Raised Concrete Curb I o.o2tc _ Instoll W er eters per slands w Curb Detail �' � "i / CTF Std. wg W-1 Per ISPWC SD-701A 10"x 18"MouGntable Curb \ ( Fill Island w/4"Concrete over 4" ravel D=Z3174'55" = "S \�� ` �Ec " rrr 11t Rai Con rete C rb Isl w Curb Detail 0 U to N A=97.33' ta. hole a 75 Se a izt "' ^k C=153.3' and t 41 tchl-- o o , \ ,f r`( r('r rrrr \?� / x18"Mountable Curb 01 ` 3 3 \\ "r .`-fir rrr no w/4"Concrete over 4"Gravel Base 0, T=9. Sta. +3 0 37. Rt / I o Eo �\ 7tc CB-S 4' '2 Install SD Ma --------- 1tc Outback G.MARTENS steaknouse \ � T.MCBRIDE tcI // B S »„ T.MCBRIDE N N o N as. FEB.,2013 65m y o \ r8q ?t a •Iys3t I AS SHOWN �, o otcc zt 369-IIUDP-REVI ........ ......... .. ..... z° I Issued for Construction 4/15/13 5/8/13 tcm-Waterline, o -... - ry It&Storm Drain .. +.. ....�... .... .. .. yy 40 r.6p18 we ..... n 0 g...... / 3630 a N yr' kcsConcrete Curb Island w Curb Detail Pcy I PV'C SD-701A 10"x 18"Mountable Curb Fill Iltlard w/ Concrete over 4"Grovel Base Grading/Dimension Detail y 3625 3 2 : 40'R. 18, 22' 3620 _ ........ Landscape 6"Roundabout Curb 3°Mountable Truck Sfam Apron Curb SecfiondPeroCTF St aDwg.C-5 Arphalt Street Section per 5'S,dewalk per CTF Collector Street Secban Detolltd.DII9165 4 and Std.Curb&Cutter per CTF 5td Owg S-1 144/ ... .. ... .. ... .Pro osed Toµ of C rb.Left:.... - slope per wan 3615 Slope p_r Plan ?0 Const.:7,21, "$ n Co t. 138'LF O% t ..... ... PVC ?Og 12"PVC Storm D- Se Note:Mountable Curb Details per ISPWC SO-701B Sewer .. 2.goq"(t 2)14 Reba,confnuous,center In curt m S_ 3/Cb Top and Bottom 3610 '�03 East:S=-13 Roundabout Typical Section A _ ^ _ " a r Scale 1°=5'-0° MAN^K^ V� ,w S,_ c, 16 .235% 'Jo m h Existing urb&Gutter ^y II VN' N-W Z-II II II II h o v o= m o 6" omE> va" ^ ^g NN N�Mo +� ^ 3" 3" acI to' m ^ Face of Curb to" Landscape 1/T°R. Truck Apron Roundabout Lane r B" NGINEER rnm NOM M W W Face a!Curb Landscape 112"R. 1°R. 2'R. O v N W2vi M. ZII-II NQwI nd 1/2"R 1/1°R. � y-G- Toe of Roadway Top of Roadwa • /(e a .... ....... .. - TE OF /a conhnuoas Top&Bottom - AL0 MA - /4 Continuous Top&Bottom 14 Continuous ....... ....... ...:... Tap&Bottom 6" Roundabout Curb Detail 3" Mountable Truck Curb Detail Mountable Vertical Curb Detail Scale I°=1'-0" Scale 1°=Apron -D" 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 scale I"=1'-D" AS BUILT - JULY, 2013 Sheet 9 w 0 25' 50' 100' -1 o all �� o` z moo= zz 0 25' S0' Scale In Feet = 0 15' 50' 100' a 100' i o Jz %MM � s� c c c c j a 3 TTSMIw = m pq�j Scale In Feet o = Scale In Feet = N V!o o Al mo ME = g LJ / �o : - a �� _C m o NN \ + •y,��i c o I - 0 2Lu Zion's Bonk Q O fro \ w W g II l I � \ �. [.:-=7 1 4 16 17 54'45$ 18 19 - d i , low 10•w 1WW 1o•w "'" �-- -� -- W 12"SD 8"SS o 8 SS o 8"SS 8� 8 \\\ q V 0 Intersection Station —— — I ° a "O Sta. 16+89.54 Fillmore St.= Ll Sto. 10+00.00 Perrin St. „ �, 1 Z y I \5 j 23 •SS _ 1 // 'p, 4 •-d . CIO Z- cd a NO IMPROVEMENTS NORTH OF FILLMOR STREET CONSTRUCTED AS OF JULY, 20 3 O a= A — _� P0"0 G.MARTENS � a A w E A rr o 3 0' a 9O1 T.MCBRIDE 4L in oy h� T.MCONE FEB.,2013 3 �c'oa ci c� o. nU nU I�c� x Sewer"'Profile SSi" c� AS SHOWN Sewer"Profile SSi" 6— 369-IIMDP-REV1 ti� �a a ....... ..... ....... ....... ....... ..... - Ex1 ting Top of Cu b Left - _ P posed Top of urb Left - - - - - . 3630 _ ... ..._... ...... 3620 77 Is ... . - 3625 - - _ ....... ... .. ..:... 3615 - _ ... .. Existing Se er Main ewe ain - - - 3615 Retain and Protect: C nst. 1B4 LF 8 PVC Sewer Mon =-0.42% - S=-.64% ... ....:.Const. 229 LF$"PV ..... .. .. ...:. .. ... Sewer Main .. ....:.... .. 3620 - 3610 S=_0.62 610 Se ...... ........ � S 2.399 Cons, �5 w'er ain 3615 - o N n : we},uoB.PVC. .. ... ...: .. a_u Z .:.... . ..: ... .. Sewer Mo ... .. ........ ...... ........ ......... .:.... _: .. ......... ........ W —.. .. .... ...:... ... .. ...:... ...:... ...:... ...:... .. ... S=_/50% Co st. 111 LF 3605 .B.A .Main . ... .. +�II.�. +.�IloO : +�N =o yE> omE> : - 3 3 c : : yc�c5 : y��SE : : oyE>> ayE>> : hEm> =w oogom T No 87, 0 ... ......... ......... � - ATE p\� COAL Mp 8+00 8+50 9+00 9+50 10+00 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 AS BUILT - JULY, 2013 ShIO ri 0 25' 50' 100' o g g" Install Catch Basin er CTF Sfd. Dw C-1 y E_ o y E y E E Scale In Feet oo a 3 E o 0 0 Comer Curb-N 51611.22, E 503 8.59 n m" a m" m -2 ^ O m l _ iC EL=20.08 Inv.=16.58 0 25' 50' too' _ V _ u C p a ^v Scale In Feet a o�U 3 i a o Install SD Manhole er CTF Std. Dw. M-1 a g o on a o n o i N 51594.09, E 50323.35 O rn o a o o oi Install Catch Basin er CTF Sid. Dw C-1 Corner Curb-N 51515.49, E 503 .85 EI.=20.68 Inv.=16.68 o �� C: Install SD Manhole er CTF Std. Dw. M-1 �n m + W\o N 51517.03, E 50382.02 0 3 0 0 0"' m 65 / -MH6 - L m 2 m� Install Catch Basin er CTF Std. Dw C-1 / W d Corner Curb -N 51405.52,E 503 .52 w / - TC EL=20.08 Inv.=16.58 / West Property/Easement Line Stationing H Install SD Manhole er CTF Std. Dw. M-i yy Install SD Manhole er CiF Std.Dw. M-1 N 51384.69, E 50324.57 / 0 / N 51453.86, E 50422.41 -MH5 r - _ P1oF�a t Install Catch Basin per CTF Std. D. C-1 \ C Mid EI=22.28NInv1 2>&BB'18.35268.10 s -_ --- Profile 0- /¢ rq \ r ____ 19W - a Install SD Manhole Ear CTF Std. Dw. M- _-___ ______ 1 _-__ ,..0 O 7 _ N 51300.02,E 50283.77 �\ �1 sD-A-cee sO-A-cetD on GJ .. SD-A-CBB Profile SD-A3 SD-A-MHB Install Catch Basin er CTF Std. Dw C Mid Curb -N 513 1.24,E 51301. - -- TIFF TC EI.=22.43 Inv.=38�8 18.35� ____ ___ a O � / � \ SD-A-CB7I .�m D=13'04'55" o -- I ®rh p�a A=91.33' a __ C=153.30' T=91.13' O CB=564'24 26 E cz cd U NO IMPROVEMENTS NORTH OF FILLMORE STREET CONSTRUCTED AS OF JULY, 2013 ROhO G.MARTENS h i "a T.MCBRIDE o w" T.MCBRIDE v" ,6 a ,E FEB.,2013 M? v1 Profile SD-A2 AS SHOWN Profile SD-A3 HP 369-11MDP-REVI ©'S/IS/1 tcm Revise :Storm D oin Profile to -Clear 2 Sewer Main 3620 - App-:F;n.Gra e : : _ ....... ....... ..._... Co s 'Drain 1pProx...a. - Storm : Install 0 LF 11"PVC B q.... ..... ''''' '' - - _.. SD to xisting 24"In, - Pipe f 100yr Overflow .... 3610 .... _ ... ....... mm 3620 7.70 7.00 Install 30 LF 'PVC Storm Orai . 2" "Con t83 L12'.._ 3 y ... .. _ ... .. PVC tSfam Drain ...:... II Propose 27^Sewer f OOn t. 102 LF PVC 85 LF 1 Over/law Thw Wd S- 1670% ...... 3615 P S=-2 3q - - 18 P✓C SD PVC tarn arau, pvo sta,,,, ,a Outlet Inv.=1.to m ollW o .W ._ .. h=�_ oy>� _ S 0.00% VC erf Pi Del 3fi15 _ ....... -_...... .... k S + 9+0 , p : m: m ... ..._... ...... ...:... ... ... 3610 Storm Dro "Profile B" n¢ '� ¢{^� .�. p�ryv $ p as•n _ _ ,� �= O yEi INobo to _ .. .till II II m.- _ �.a y o0 3685 \N ER.IyO Of A D Nl 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 AS BUILT - JULY, 2013 Sheet 11 0 25' 50' 100' a a 0 25' 50' 100'm Eo 3 U m a 0 25' S0' 100' t z Scale In Feet g a a Scale In Feet = o o — m Scale In Feet =w =w a g Cl)a a a o � .� m0. n �� II tz sz +y O U m N N u ryt }'� CM s s z c _ _ .� Nm CED- SD-A-t,A'�fB F�3 NO IMPROVEMENTS NORTH OF FILL ORE TREET C: �sC�� E "P o W Kr CONSTRUCTED AS OF JUL 201 ¢ €o m= �a e IC, ='m& 72n t - SO \ - _ W W„ \ p El. Pro, SD e e SD-A-B73 D-DAeCB1 a -_ - - - - Fillmore Street Stationing Sio; rn ---snA_ P ,,le le - z o _ SD_BI BI a -` O 0 I -C62 50-B7-AIHI �+ 75 LF I" _ Wa W v w .. a U c6 mvp to ^I, U� U M UO U SN of G.MARTENS aW T.MCBRIDE t U O U n UN UO M J 3 N T.MCBRIDE a1 y yz A. 6 v mz mZ mz z mz u FEB.,2013 E I cti"e u I t l u l cti bU nO ���n a '-U a �-o �a c>; + n" `�'"i1 AS SHOWN =� -U =U p0 —N m =a Profile SO-A4 s = h Profile SD-B1 v _>=>_ =c��5' Profile SD-C H0. 369-IIMDP-REV1 ...:.... ....:.... ..:.... ....:.... ....:.... ....:.... ......... ....:.... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... ......... ......... ......... ......... ......... ..... prox.:Fin. Gr e 3620 _ 3620 3620 . s'ss.e sem s �a1 sen a an 13D r 1z stall 15 If 12" III 62 LF 12' 0. PYL Starts min 5-+O.SOR :... ... :... ...:.. ...:... ...... .. :... :... .:... ...:.. ...:...Install'12B LF 1 PJC Startm Omin 5 a.5aR Consf 3R If ......... .. ..... ..... PI.I,.Pain. ..1w.sta1m Grain .. ...Wtall.1 4.1F 15' .. ... ... .... 67 I2"PIC so ..lost l I3a U j5' talm Dran S D. Mstod 12"WL'"SD Co st 210 LF 12"P C SD 5+o.SDR <_I_ % W s=-18 15.0 3615 ARProx.Fi Grade 3615 PIV S-r0.5DR - 3615 N _ M _ Install 2 L 1 ons -_ Drain C nst 22 LF 92°PVC .Ia..Mainline - ... ....... .. .... ... ... ......... ......... ......... ........ ..... ..m... _ ......... .. ..m + v 24 U � ..^. ..N.: .Dry Well\: IfS WC PVC SiS r D a rf.Pipe S 0.00% S 0.50� form Drain I stag 87. storm Dmm �1.p � S��0:509' 100'xl20'x 1 . 3610 ^ o o o 3610 5=+50R 3610 c� I Dry WeH"C" m m m ..m ...:... ..:... ...:... ...:...0.0 ...:.. ...:... o `r m m� zw moo ON'a"n 11h �U . II�' ..... ...In.11^•-o_.- .... ... ....... .—W IC .... �a5. .�III .. �II rvjO �?III ..din.. .. . _ o" oow -- — — C U+ y : �NWII II _N CIO .... oi0N .... .. .. .. ..... .... .. ... .. .... .. _ _ ..._.. ..... _ cVq �m 2 8 00 9 DQ- NEEREgY ......... ......... ......... ........ ..:.... ....:.... ..:.... ....:.... ....:... ...:... ...:... ...:. .. ..:... ...:... ...:... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .. m ....... ......... ......... ........ ......... ........ ..... .. ........ ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ...... PE OF Sp' qlD Mp AS BUILT - JULY, 2013 Sheet 12 - o o f d M mm 0 25' 50' 100' o o a o o -0"' o u i n ill � �' C" 3 " v 0 25' 50' too' 3 N a h Scale In Feet N E N = si o o = Scale In Feet o 6 L E to € € rn m O o 3 N N W 'a N o O o _ o m V] Vf — 1`0 ID w o' c 't 0 0 c + C N c J J o k d o N o = o m — � F1w2 m¢ e we O IMPROVEMENTS NORTH OF FI L ORE STREET 1133 NO IMPROVEMENT N RTH F LLMORE STREET CONSTRUCTED AS OF JU Y 2013 CONSTRUC ED AS F J LY, 2013 ddd O 16 17 18 1._ ,�✓_\� SD-E-CB7 ...I CANYON RIM o s"ss B' s / SD- AIH1 12"SD -MH _ "S � � I a Well .r a ... / / W 10"kv --- W��--- --- -- "SS {S �——— SD-D-A1H -� SD-D-MH5 F 0 1 "SD o 12'SD I /I lOB LF -D-MH 1I8 LF I I 0 so ifr ��2II e rV ^ G.MARTENS f = pp = wog1 o og �.� y" y c� c> 6, T.NCBRIDE o m� m o ma ma mp v .rx T.MCBRIDE q N N y M M N M N M M N OIU- OU N� o ipM rt V U ^U I FEB.,1013 o n + a N g n a +ro v m m y ra n ^ °' n n rn m c' rn m AS SHOWN vl m H m o Profile SD-D ti m N g vl m vl s go v1 m 6, vl m.- - N0. 369-IIWDP-REV1 Storm Drain "Profile G" ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... Install 57 LF I2"PMK omn an in S=1.57X - .... . App x.Fin Grade®C rb ...Co sf4 ..... ...... .... ....... ... ... ..... .. ... .... ..... ... .... .... ...... .. 0 ... ....... LF 12"PV SO S -0.50R 3620 Comt Ib7 LF 1 °PVC SD 3620 : Am—R1 Gmde®:curt ; tens 7s LF 1.2"wC A.Pipe ......... ......... .. .:.. ........ ......... ......... ...... .1 .... .. ... ... .. .... ...... ....... ..... ... ... ... ........ Z't-- ... .... ... ..... _I = ..... ... ....... 16.0. : : .. .... .1 1 " . - S Pro y Const.IBO LF 12t. 118 LF 2° W SD alas-o. R3615Const 172 LF 12°Ped Sto Drain a 0 4 serer Pmnle eyond : 3615 a tne:se and const 134 15.0 S=0.00X ,stir Dry Well D ........ ......... _ ......... .... ... ......... ........ .... .. ....... ..... ....... ....... ....... 'Dry II "E": ... .. V 6 Sewer Service 3610 : 3610 f,, + 1:0.0 h g - 1.60 .Mi .�i: .. :... ..... ..... ....... w w.... .. ......... ........ ... ... .. ........ ......... .. .. ....... ....... ....... ... _. ....... ....... .... ....... Overflow to xisL - I Chotfnel - Ntemate Step Dry Well Bot m as Required 3605 2°PVC SD\ - to Avod R ck No Change to rywell volume h 3605 - - - v°e lase In tall Elbow $` ois, 0.00 _+3.50% In.®Elbow=05.00 s n ^^ s I. K.S ... .� :.... _..:.. .�. _.� .. ... ..... .:.._ .:. .�y Nh m oll� ^rn ll� he . : 62 Ell>d2Ei - amE>' �E> ohE>'E �c�crjctrC Nc�c�cKC h��� �Op vuV . .... oG II w.._ aU llp--. O cll.-.�.- .... N cIIK cllr +cllr+Oq� .. v cll. ..... .. _.. .... .. .... ..... .. ^WII WII OW II II. ^gW II �W II WWII^ WII •-� II oo c nv1m�tirn�_ vlw�_i✓n=�� nln _ St rm Drain "Prof a G' . ......... ......... ......... ......... ....... ......... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... ........ ......... ...... ...... ......... ......... _........ ......... ......... ......... ......... ......... ......... ......... �1GINE .... ........ . ......... ....:. ....... ...... p187 OEG OF%1D ......... . :... ...... :... ....:.. .... ....:... ...... ...:.... ....:. ..:.... ....:.... .. ..... ..... ...:... ... ....... .. :... ...:... .:... ...:... ....... ...:... ....... ....... ...:.. ...:... BCD MA� 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 AS BUILT - JULY, 2013 Sheet 13 a 3 C 0 25' 50' 100' a o w Scale In Feet A�A` o W mn 3 C m a7 W C c C W�o y NO IMPROVEMENTS NORTH OF FILLMORE STREET , m� W CONSTRUCTED AS OF JULY, 2013 e m N ='mom f — / W W d — — -- —to- -------- / j♦i -MM1 -- �" -------------- I.' SLEEVE ONLY INSTALLED JULY,2013 •O /TE PO RY R i19N BAS a � ryn I I / � U) �o P. 24"sS I i 1 — os 0 _/ \ � s~ 0 10...1 I __-- .16 5 FN 1 3 ll RO`E0 C.MARTENS vl 3 h m T.MCBRIDE _au �u o0 A.y0 T.MCBRIDE c� c `w y_ �z� o� - FEB.,2013 A:, cya0 c � >,n c 3n ^= AS SHOWN 2— yb€tea AU W,w �z` ws� �v"'iz "a 369-IIMDP-RE ......... ......... ..... .......-. ......... ......... ......... ......... ......... ......... ........ ......... ........ ......... ......... ......... ......... ......... ......... ......... ....:.... ......... ....:.... ...:.... ....:.... .... ......... ....:.... ...:.... ....:.... .... ....... ... ... ....:.... ...:... Ap ..0 ...:.. .... ....... .. .... ..... .... ...... ... ... ...... .. .. rax�n Grade® L iRe....Existing titer Maln ...:... .. ... ...:... ...:... :.. _ .. ... ... ... ... :... _... ...;.. ...;... Reconstr ct to 18"Min. - Below New Sewer Main Existing Sewer Beyond ....... ....... ....... ....... ....... ....... .. .... ....... ....... ....... ....... Con t.16 LF 27'PVC eer Main... ....... ....... ....... ....... ....... ...... ....... ....... ....... ...... ....... ....... ... ....... S-+2.00% Existing Se er Beyond 3620 :12"Sto m Drain wer Main co et. I .... . ..:.... ....:.... ....... ... . Const.�363 LF 27"�PVC S er.Main. .. ........ ......... ......... ......... ......... ....... ....... ....... ....... ....... ...:... ...:... ...:... 3615 S +0.709(Reco mended Slope per MSA Stu y . New.Water Wain _ .. 3610 : Reconstruct to 18"Min. per:DEQ anI IDAPA see.Water eparatidn Note on Cover S set for Details - - ......... ......... ......... ......... ......... ......... ......... ........ ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ......... ......... 3605 - g .. ... .. .. ...... o ... ..... .. _ .. ... .. ...... ..... .. .... .... .... ... ..all _ . N II o o ... �IIc .. .. ..... III .... �. u ... .. .. II .��II.II II ...... ... ..... ....... :. : : . �w�wz wi2� c�c12.2 Ewe Gisr Z /3 OFDa ....... ...:... ...... ....... ... ... .-.... ...... ..... y 4�MARS 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 AS BUILT - JULY, 2013 Sheet 14 000 0 6� L a0 C ® C W 00 Sao L" 0CC, ;� / U� / 0 20' 40' 80, Scale In Fee} / /' L� __ Install 42°Guard Rail per IBC-- Install 42"Guard Rail per IBC— Design and MaMals by LS Nch. Design and Matrials by LS Arch. IC: I-'KINI -10 _ _ 8 2°Batter B U at 1950 19.50 / I 19.00 Asphalt Drive 81Pe 19.00 Asphalt Dnv Slope I � eti I I I / I o'\ a / IT — // I a ca t neXPlace wall See red 12"Drain Thru Wall-See Plan for Color and Text. Sheet 12 for Details 9 •� ' I \T.�t—d.ad -- Cast in Place Wall See LS / I o Plan far Color and texture _ 2° 14's a 12"D.G.Hartz. O Clr. Fin.Grade U)° � �pd — r6•s 012•D.C.u'L 0 rr u rB•a®,B°D.D.I�•I d Note:Mound Necessary 15's 0 12°O.C.Hartz. f-1 n i II most Wal a Achieve I '0. 0 Min. over as Shown S C r4's 018°O.C. r4•s a I0"D.C..'r 5)14•c 0 Eq.Spcs. i r.Grace cant 2)r4'a Cd \ o - ' a Scale 1/2°1'-0" e - / T Retaining Wall w/ 6" Curb & 42" Guard \ — 15s a 9°D.G. Typical Section B -III—I —I i- •-d w+a r4's 0 12"D.C. — \ O — _ 3)r4's Cont. s• 8)r4's Cont.Ea.Matt 0 10"O.C.47'r I I DO NOT SCALE DRAWINGS Retaining Wall Plan _ ( COND CONTRACTOR ANOSHALL DIMENSIONS ALL AT THE JOB SITE AND NOTIFY THE HE OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS- CREPANCES BEFORE BEGINNING 11 Retaining Wall w/ 6" Curb & 42" Guard OR FABRICATING ANY WORK. Typical Section A JLOie 112" "none NOT CONSTRUCTED AS OF JULY, 2013 PP— G.MARTENS Y�pGINEEq, vrr T.MCBRIDE ,jPS'. 01ST q�'Yp T.MCBRIDE N L 3 DA. FEB.,2013 Q F0F XID "" AS SHOWN 01111 No. 369-11MDP—REV1 AS BUILT — JULY, 2013 Sheet 15 00 CLEANOUT PLUG WITH 18•' (Q 00 COUNTERSUNK SQUARE 6 1`0*kl'-6II0.080 ALUMINUM ACCESSIBLE PARKING HEAD Q) SIGN.SIGN TO READ RESERVED PARKING•win V [I4 31rfhYlhl YI YI YI C"ram) IDENTIFICATION SYMBOL BOLT TO STEEL TUBE win ® C r a ¢ 318'CADMIUM PLATED BOLTS,NUTS,AND WASHERS (Q 00 0 18.5'tract A a Paint(flScowaLs9' 18" DIA. z 6" CONCRETE u, d O 5' 5' 18•FACE OF CURB VAN ACCESSIBLE'SIGN AS REQUIRED Trofr Yellow COLLAR SIDEWALK I -- 2 5% Background Paint Q (2)Cents Blue OF STALL _ O 1'xY 0.188"STEEL TUBE EXTEND INTO CONCRETE 2'-s' 1'-s' 1'-6' 1'-6' 6 BEDDING IN. PLACED AROUND PIPE r) "- FILLED PIPE 2'-0'.PROVIDE WELDED WATERTIGHT Min. Min - ��-T' L� CAP.PAINT P&L 16118 BLACK COFFEE j r -- 0 3"ASPHALT MATT-1 2" 4 6" MIN. CLEAN-OUT �o CONC.PIPE fl45E-SLOPE FOR DRAINAGE LJ 1 4' PLANT MIX ONLY -- 2"-3/4"LEVELING COURSE PAVING 3 DRAIN S VARIES -- _ v., _._. z' L 9' 1 ling"BASE COURSE I 2COMPACTED SUBGRADE ckxic.B I: a,6°DLA STEEL PIPE Flf1ED w/C (' 3'Wde Painted Snpes I'-3' 7 27 \O Ftllmore Street Section _l Pnmt T21 Coah White R. - seae erdve Paint " lflf: 11fIL 1 I � 0 n Align WiN ErA I'-6" f StaN Stipng 0 Accessible Parking Sign Painted Accessibility Symbol Clean-out Detail C Not to Scats Nat to sane Not to Scale W W 0 0 2 1/2"PlANTMIX PAVEMENT - - 3°PLANTMIX PAVEMENT -- a'CONC.WALK win 2"-3/4"AGGR.COMP. 2" 3/4'AGGR.COMP. CONTINUOUS NO SEAL 0 314 MEDIUM BR6&FINISH i0 95%MAX DENSITY op o TO 95%MAX.DENSITY R��� o� ro o" o .D. CURB FACE PER mA.cY 6"Concrete Slab win/4's (Np 6"-1 ling"AGGR.COMP. EB � ,j °g ,{q � �,�qy',° a g,�, PAVING 012'OC EW. i0 95%MAX.DENSITY P �0 �8 t"2i o�s �a o 8 9° 1 ling"AGGR COMP Y �`uYDB�8 °'S�b�b88��d Sc�'i 3 4" 3/4'Aaareaote Compact p [may°CQ$�1� TO 95%MAX.DENSITY e � �g°r4fpgg8 to 95%Max Density SUBBASE-COMPACTED 12"MIN. III=III III III III III= ,��°�C ' i°t7 3jT; _y 8" 3"Minus Pit-Run Compact SUBBASE-COMPACTED 12"MIN. I- III III -I II III III (( III_ COMPACT FILL PER to 95%Max.Density TO 95%MAX.DENSITY —j�j�I II I LIIT= — _ — - • t �REPORT TO 95%MAX.DENSITY I=I I—I I M I I I=I I I I I=1 I I=I REIN AS D CCU s ra Sub-base Compacted 12 Mn. y =1 III—III III=1 III III=1 1= 1 r)4r WIEGRAL CONS.CURB to 95%Max.Density NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER PRIOR TO AGGREGATE AND NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER PRIOR TO AGGREGATE AND Typical Section At Parking Lot/Bldg.Front Nate:Sub-base material to aggregate and asphalt b placement.e approved by the Engineer prior to ASPHALT PLACEMENT. ASPHALT PLACEMENT. G Interior Light Duty Paving Section Interior Heavy Duty Paving Section Thickened Edge Sidewalk Concrete Loading Dock Section Not to Scale Not to Scale Not to Scale Typical Section At Parking Lot/Bldg.Front Not to Scale r� q C Finished Crude 1'Below Tap q 6" I'-0• Finished Crude I'Bebw Tap q 6' 7-0' Finished Crude 1'Below Top q 6' I'-0' O 7� of Curb in all Lawn Areas y. F31K a!Curb in all Lawn Moos ir• R31K of Curb in a6 Lawn Areas %p. ft314 2-D" �.1 Flutble Pavement ti Flexble P vement (y� LT•r �+ - Q,\ ti - 1\ Sloe to Curb 6 1'-6' FT to Curb = Flexible Povemenf ? O iHie Slap --III a Ck5 o .. Awav From Curb — I 1 1 R. 1 1/2" F" � "Batter III r t'c t ct t.. :`�°�. " 1/4"R. v ,rr`• - Cd l 11� III - IIL III III,.III=III III TIC_ { III III.! III 1 _III -11'" 111—III, ^ ,'6' III III—III III :III III III III I III `- I I I III—III III—III III—III- —I Compacted tom or 1 king Gravel(2 ling"Min.) .�. -III— Base to Bottom of Parking Section Compacted 3/4"ark ling"Gravel(2 ling Min.) 9 Base to Bottom of Packing Section Compacted 3/4"or 1 1/2"Gravel(2 1/2"Min.) Compacted 3/4"or 1 1/1"Gravel(2 1/2'Min.) Base to Bottom of Parking Section Base to Bottom of Parking Section Use This Detail for Interior Parking Areas and Areas Other Than Use This Detail for Interior Parking Areas and Areas Other Than Use This Detail for Interior Parking Areas Adjacent to Snow Storage Use This Detail for Fillmore Street and Private Roadway Areas(Typical)where Drainage is Directed coward Private Roadway Areas(Ty lcal)where Drainage is Directed Away Areas as Designated on Sheet 5. Private Roadway Areas(Typical) and Along the Curb Face Unless Noted Otherwise From Curb Unless Noted Otherwise Interior Catch Curb Detail Interior Release Curb Detail Interior Heavy Duty Catch Curb Detail CTF High-Back Curb Detail DO NOT SCALE DRAWINGS Not to Scale Not to Scale Not to Scale Not to Scale CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Plant Mix Patch Mat'l.6' ax hanically compacted to 95%max.density(Be,Std. Dwg.T-tB for concrete street and Ste.Deg. 12112112 TCM per CTF Tack Coat S-4).(Nat required for grevel surface). Existing surface material Existing surface material 01/OI1IJ TCM per Woodbury 2"min.(See Tack Coat Exist.Asphalt Existing Ground Existing Ground V15/I3 TCM per CTF note 7 Exist Base Material _— i.E i.E �oEm9�v Bee Note No.11 `::``.� - c o o Er a E E=a3- E �� o Gravel Base Course o->4 ud 'E w 6"maximum E yw- 'E w 6'mazimum C o'><o 1'_p 8"maximum 1_p o u backfill material C B m v backfill malarial E �,n°1°m backfill material m o§ •' .� Std.trench Std.trench a oo j a m� Std.trench in _ a E_ > width width wi h 3 4 max.backfill a E 3 4 m z.backfill V N E r 3 4 m x.backfill mat'I. M.. at'I. %m a aYl' aim Om E~Ea - Om aE uy Ea Eo' 1'-0"min.or exist. Bedding shall be shaped base thickness,which to 10%pipes overall ever is greater. height(see Std.Dwg. TYPE 1 "T" TRENCH SECTION T-1A) TYPE It TRENCH SECTION TYPE III TRENCH SECTION N.T.S. N.T.S. N.T.S. NOTES 1.All work in public traffic ways is subject to approval by the City Engineer. 10.1R as' that ar witnln eighteen ' STANDARD TRENCH WIDTH He shall be notified one day before any a ovation is started.No backfill (18" es of sewer 3 4"-6"pipe= hall be placed until an Inspector is available to inspect and test the the ports th hes 2/+pipe diameter backfill teria1. (6°)of ee h ids of 8'- 10 pipe=3.0' a 2.Type 1 '7"Trench Section shall be used when Gros'ng a public or private the coot See Standard p c s' s 12'- 76'pive=3.5' G.MARTENS ad, trest or driveway section.A road,street or driveway section is (5). 111 -21"pipe=4.0' defined s the area under an existing asphalt or gravel surface plus four 11.Gravel base may be three-quarter inch(3/4") 24"-27"pipe=4.5' feet(4')beyond each edge of the asphalt o gravel surface. max. n o thirty-six foot(036')wide street or 30"-36"pipe=5.0' �ENGINEf,/- sou T.MCBRIDE 3.Type If Trench Section shall be used between the edge of a developed less,otherwise t shall be ne one-half Standard Manhole=6.0' `9 0 6157 .J�x read. "reef or driveway surface one a line running parallel with and ten Inches(1 1/z"j max. P — T.MCBRIDE feet(10')from the edge.A road,street public driveway shall .1 considered developed if it is graded and open to public or private travel. o W 4.Type III Trench Section shall be used outside of y type one or type twoare. O // 5.Rock sshall be a avated to at least tandard trench width. pf,/ •p a FEB.,2013 6."T"trench need xnot be constructed for trenches less than seven inches(7") C •/ OF ICE' in &. 7.The Plant Mix Section shall be two inches(2')more than existing but it �q�Q MA AS SHOWN need not exceed s inches(6")in depth. B.All trenching shall conform to OSHA's revised standard for excavation. wa 369-11MDP-REV1 Typical Trenching Detail Not to Scale AS BUILT - JULY, 2013 Sheet 16 ® cc 4"plastic aewer line N 00 Minimum slope service- " CO 1/1 per fact L t 2-45'Elbows Prefabricated"Y"or `Tapping Saddle located 40� [M n top half of pipe Tapp Saddle D 10r 20r r� r Prefabricated Y o Required rmO Tapping Saddle located rRequi�d `U 03 in top of pipe Scale In Feet d 0 " y le \ Sewer interceptor' Sewer lateral- Mr�1 10"Dia. larger less than 10"Mo. W O) PROFILE VIEW r• CO PROFILE VIEW Q Connection for Connection for \ INTERCEPTOR SEWERS LATERAL SEWERS \ N.T.S. N.T.S. \ \ ® �PLAN VIEW PLAN VIEW L\\ ® L NOTES: Connection for \ \ 1. The owner line from the,uat all taps into et unq sews,and Install the NEW OR EXISTING \ \o s er to line from the sew main to the building to include under Connection for o al.aps and existing sewers PUBLIC SEWER NEW PUBLIC SEWER \ 2. All taps to existing sewers shall be located in the upper half of the N.T.S N.T.S \ \ N N pipe. 3. Sewer taps and lines to buildings shall be installed by private con- tractors qualified to do such work. \ \ L .� 4. No trench backfill shall be placed until the sewer tap has been'- \ \ ----- spected and approved by the Wastewater Collection Dept.(736-2270). \ OB 5. All sewer taps entering a manhole shall be below the monhole base �� In above the top half of the aewer lateral. Y!rn 6. An approved tapping satldle mall be required for all new tape to \\ /10� \ W xistewe sewer laterals. 7. All s r trenches public traffic ways shall conform to Standard \ // CD r Drawing No.s T-1,T-1A and T-1B for trenching details. Uj W N 8. An owner constructing a new public sewer system in a subdivision or p� ��7d development shall construct a sewer tap a d service for each potential and extend it to the property line. :;a � 1/ — 9. See efSid.Dwg.S-9. STANDARD SPECIFICATIONS 409 AND 410 y/•S Typical Sewer Service Connection Detail Not to Scale FO �..�.C-("�('{-(` FO RING NOTES: 11 RRE HYDRANT BENCH MARK SYSTEM / C I S`-'r("C"�� � O 1.All fire hydrants shall have the following �� �`� Cry�`� \- PE features: A.3 1/2 foot The City of Twin Falls bench mark(TFCBM) ` �` bury minimum shall be signified by a 8'stamped o B.2 each 2 1/2 NST threaded nozzles bolt in the bonnet of the fire hydrant— C. 1 each 4 1/2 NST threaded nozzle work by City Forces D.Dry-barrel type 6"hydrant E.Hydrants shall be it lubricated — F.Break-away protection City of Twin Falls bench mark tag(TFCBM) ��`j�� �'` It) rnished&installed by City fu _ `� �'� �`� .� G.Colors:Red barrel,white 2 1/2"covers 0 _ and yellow 4va1/z" - �C"�..�t-� `��C"Vr 10 �_ H.Fire Hydrant Ive shallebe resilient wedge 6^� ("(� a I.Main valve construction shall be bronze to 12 TO ` r _�.__, ONE 1a `���(" - Gi`� �n bronze or brass w brass O J.Main valve closes with water pressure / `� r------ _` `r(T A O . C K.Approval of the City Water Superintentant 4 1/2"Steamer nozzle H 1 Center of flan 2.Acceptable types of fire hydrants are: nozzle 9e ` {y r)_ - 4 A Wateroue Co,Model name'Pacer 100 2 1/2 � �� �['�`r tV B Mueller Co,Model name,Super Centurion 72" Sid Ilk R akhydrant flange/ ` A423 Min. �b away bolts C.Clow Volvo Division,Model name;Medallionhe hydrant 4i 3. Curb&g tt The bottom flange shall be accurately .. __ `r�`�`� rr ( / II'�I leveled and plugged wth a metal cap untl Undisturbedqj the hydrant s placed 4. . mechanical jo nt valve shall be used which Bottom flange � � ('rr r`_ � `s" I I' �' shall be tied to the man with Ready R. pavementcast'on valve box or -\ �'{, (' r (- ,if not bolted to the flange on the g: eft must be Drain hole It located a this cinder block support 5.Thrust blocks consist of the following: in nc to - street side of curbm A. 163th.C.Y.of concrete not less than thrust block ,o.E B.a 5 bag mix which has a min.of 3000 PSI 6. flangel6oltrusts or bla`k,niell(setsuer 7.Allllwhydro t)related piping shall be Drain sump-1/2 C.Y f 'form Concrete thrust XING `\ f-� PED Class 51 ductile iron rock r gravel filled ota �e�e ff�'' block,keep 4" 6" LD \ ` / / O XING CD 9.If for any reason a fire hydrant lee from '•'j'. 6"above drain hole. v from a Not flange. 6 N \ / / N N with a Bench Mark is moved or Main line Fire hydrant Ive Cinder block support ( ) \ \ / A worked on,the Bench Mark Tag must be on street Drain hole-If located in this \ ` I I 7LID Must be removed d turned to Bolt Tae to Gate(flange side of curb the City of Twin Falls Engineering to flange), two(2)five- N.T.S. support cinderequlred.Department. ighth,inch(5/8"e Ready is r p \\ I Rods on opposite ides or \ YIELD pipe from tee to gate ar, required. STANDARD SPECIFICATIONS 410,410.02(1)(B)1) / 19 sa>1' a6 I Typical Fire Hydrant Detail a p �n i DO NOT SCALE DRAWINGS Not to Scale _ CONTRACTOR SHALL VERIFY ALL CONDITIONS N DIMENSIONS THE Joe SITE AND NOTIFY THE \ ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR IS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. structural t oseem ss thick ar I ' ( I \ 12/12/12 TCM per CTF 01/01/13 TCM per Woodbury g A V151IJ TCM per CTF 3 — I ---- See Note Na.a XING 1 1 I I — Q XIN — 1/2"Reba, "°^ DIMENSION FOR THRUST BLOCKING Fltting Tees&Plugs 90'Benda 45 Bends Reducers& . sizes &Wyes 22 1 2'Bend A B A I B I A I B I A IB NOTE: This table is"based Roundabout St" riping & Signage Plan on 150 PSI "in pressure and soceo G.MARTENS NOTES: 2000 PSF soil bearing pressure.Wrap all fittings with polyethylene. �y GINE [� T.MCBRIDE 1. The concrete for thrust blocks shall be a five(5)bag mix with 2500 PSI or greater trength. 0�" 6lgi '!jQ 2. All thrusts blocks shall be constructed of approximately one-third cubic yards(1/3c.y.)of F T.MCBRIDE ete not less than six inches(6)thick. A 3. Al,water lines shall have a minims cover of thirty inches(30"). /' ' " 4. All water lines shall be ductile iron class 51 pipe greater. FEB.,2013 5. No trench backfill shall be placed until the pipe and fittings are inspected by the Engineer. C 6. The pressure and leakage testa shall be completed in accordance with Section 410.04(3)D. C 0 rz 7. All work shall conform with the city f Twin Falls Sandar pecifications Sections 409- OFID rLLE AS SHOWN TRENCHING ll BACKFILL and 410-PIPE INSTALLATION. q, e. Thrust blocks m y be formed with plywood to prevent concrete from covering flange bolts �9gEDMA or drain holes(typ.). ypical Thrust Block Detail a° 369-IIMDP-REVI Not to Scale AS BUILT - JULY, 2013 Sheet 17 ® 10 �'3 L°' N� ® C� �DO co) aN CANYON RIM L_ i i o i `•_. Ak 0 00 > 5 0 30' 60' 120' 11 - -- max.. • • Scale In Feel ac ---.�.w io•w io•w row ------ ----- �psu S ass 8,.� �x J L� a 1 SD p ❑ - --- - - -..------- - -I U L Cd _o r Hatch Area lkrrotee Neery Paring Section -- __ I � w� U) Future NOt Pad � e - I [a LU W o r ! o r z r/ / I -crap l r v oo E3 a n f — e ZF \ / OU %//j / � �,� Hatch Area to I eary �_— �� \\\ / •✓ Pad 1 —8 Amu En O V S O MO E BLUEORE S BL . 2 BRIDEGEwgV B i\ // �. ni Future NM a Part // / \ DX— \ ✓ / \ // \ >ri s \ \ I ra \ / \\\ \\\ i�// / \\ \� I• I I rn ao // / — �.\\� G ChlthaCk P o / - - r Steakhouse PP Cd - o --� - I \ ——� ———.mod"'—_. DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS\ \ \ I I q7 1 \ THE JOB SITE AND NOTIFY THE 8 ENGINEER OF ANY DIMENSIONAL "` \ \ IN Hatch A•ea Denotes Henry Poring Sch'on e - - ERRORS,OMISSIONS,OR DIS— CREPANCIES BEFORE BEGINNING \ \ I \ OR FABRICATING ANY WORK. ,, � I !� i Golden Corral \\ \\Future Zion's Bank i 3 i Nat a 1 / / Future o- I m- --- _ -Iw JJ. I I ! \ G.MARTENS II yp INLE. as T.MCBRIDE •IP\' GIST qF�O T.MCBRIDE rill1 S1 g FEB.,2013 Master St p g, gnage, Paving and Truck Route Plan � 1eoFlo�s° NO : to MA AS SHOWN 1 S I. Fillmare Street Striping Per CTF Standard Drawings and Specifications XO. 36B-11MDP-REVI 1.Parking Area Striping Per Kohl's Site Design Criteria, AS BUILT - JULY, 2013 Sheet 19