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HomeMy WebLinkAboutThe Springs at the Preserve (2) GENERAL NOTES: MAINLINE SEPARATION DETAIL Subd. Development Plans For: fA PER 2012 ISPWC SD-407 p ® 00 00 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER WITH AN. -18.ALL APPLICABLE MATERIALS INCLUSIVE OF RESILIENT WEDGE GATE VALVES TO BE LOW LEAD COMPLIANT 025%MAX 7, L 00 APPROVAL STAMP BY THE CITY AND DEQ,AT THE WORKSITE. LEAD BY WEIGHT)AND MUST BE UTILIZED WHERE APPLICABLE. ( The Springs C 2. ALL CONSTRUCTION SHALL CONFORM TO.THE 2017 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), 19.POTABLE AND NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES.AND REGULATIONS AS ' ® [r THE CITY OF TWIN FALLS REVISIONS TO ISPWC AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE NOTED. At The Preserve m APPLICABLE UNLESS OTHERWISE SHOWN. - w , a PUD o w �_ d� 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES NEW WATER MAIN CLEANING NOTES: Twin Falls, IdahoATER LINE 3 \ FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE A. CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS: �✓ NON-POTABLE o RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SfTE ANY TRASH OR EXCESS MATERIAL CREATED BY - �, / * d)M THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL BE PLACED INA DUMPSTER OR SIMILARDEVICEPROVIDED 1.PURGE NEW WATER-DISTRIBUTION SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, ✓ �, WATER LINE ^o z 6�' w Legend L BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE. EXTENDED OR REPAIRED BEFORE.USE. ✓ / NPWL o 000 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT.IT IS THE 2.USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,4R IF METHOD 10 FT. Property Boundary Line CONTRACTOR'S RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DISTURBED DURING IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION, USE PROCEDURE PRESCRIBED IN AWWA C651,.OR DO AS -%,✓;.> �� �o o � o Proposed Lot Line N ,� CONSTRUCTION. DESCRIBED IN ISPWC,OR AS FOLLOWS: h� i Proposed Easement Line ® L a.FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINE SOLUTIONS CONTAINING AT LEAST 50.PPM OF `;,/l'� r. Building Setback Line ] LL 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION CHLORINE,ISOLATE AND ALLOW TO STAND FOR 24 HOURS. c_ AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS/EGRESS TO SAID CONSTRUCTION. b.AFTER STANDING TIME FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHLORINE REMAINS IN WATER 'ice? WATER LINE o Proposed Water Main&Size w 6'- to 3 COMING FROM SYSTEM. 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL c.SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION.REPEAT PROCEDURE IF ,��.,� i .�; Existing Water Main&Size w 6' W \o WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL FILL SWILL BE PLACED AND. BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF CONTAMINATION. ZONE 1 ZONE 2 ZONE 3 Proposed Sewer Main&Size COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL d.TWO BIOLOGICAL SAMPLES MUST BE COLLECTED FROM EACH SAMPLE LOCATION TWENTY-FOUR HOURS APART AND * Existing Sewer Main&Size c e' STRIPINGS NOT SUITABLE FOR FILL MATERIAL SHALL BE USED AS DIRECTED.BY THE ENGINEER OR DISCARDED OFF-SITE BE DEEMED BACTERIA ABSENT BY-A CERTIFIED LAB PRIOR TO POTABLE OPERATION.IF ONE OF THE SAMPLES IS FOUND DISTANCES ARE HORIZONTAL n9 AT THE CONTRACTOR'S EXPENSE. TO BE BACTERIA POSITIVE AT A LOCATION THEN TWO CONSECUTIVE CLEAN SAMPLES COLLECTED TWENTY-FOUR HOURS VERTICAL SEPARATION REQUIREMENTS HORIZONTAL SEPARATION REQUIREMENTS Proposed Pressure Irrigation Main&Size PI 6' L APART MUST BE OBTAINED FROM THE LOCATION BEFORE PUBLIC USE. 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE - Existing Pressure Irrigation&Size PI 6' M 0) CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. ZONE 1:A)WATER AND NPWL MUST BE SEPARATED BY AT ZONE 1: NO SPECIAL REQUIREMENTS. Proposed Storm Drain&Size SD 12'- C RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR.NOT IN THE LOCATION SHOWN ON THE PLANS.THIS LEAST 18 INCHES AND B)ONCE FULL, UNCUT ZONE 2.A)NO SPECIAL REQUIREMENTS FOR POTABLE Existing Storm Dmin&Size SD 12' X INCLUDES ALL SERVICE LATERALS OF ANY KIND. FLUSHING NOTE:FLUSHING SHALL OCCUR FROM A FIRE HYDRANT LOCATED NEAR A DRY WELL OR HOLE EXCAVATED LENGTH OF PWL AND NPWL PIPE MUST BE OR NON-POTABLE SERVICES. 9 FOR A PROPOSED DRY WELL BE CARRIED IN A FIRE HOSE AND DISCHARGE INTO SAID HOLE OR DRY WELL.UNDER NO CENTERED ON THE CROSSING SO THAT THE B) WATER AND NPWL SEPARATED BY AT Existing Overhead Powerlins UP W 0 8. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF CIRCUMSTANCE SHALL FLUSHING WATER BE ALLOWED TO ENTER WATERS OF THE US. JOINTS ARE AS FAR AS POSSIBLE FROM THE LEAST 6 FEET AT OUTSIDE WALLS. 0 CONSTRUCTION.CALL'DIGLINE'48 HOURS PRIOR TO COMMENCING WORK. CROSSING. Proposed Fire Hydrant Y 0 AND C).WATER AT LEAST 18 INCHES HIGHER IN IDAPA 58.01.08.542.07 ZONE 2:A)ONE FULL, UNCUT LENGTH OF BOTH PWL AND ELEV47ION THAT THE NPWL Existing Fire H z 9.THE CONTRACTOR SHALL TAKE REASONABLE-MEASURES TO PROTECT EXIST.IMPROVEMENTS FROM DAMAGE AND ALL g Hydrant NPWL PIPE MUST BE CENTERED ON THE WATER TIGHTNESS. SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S CROSSING SO THAT THE.JOINTS ARE AS FAR AS Proposed Manhole o a SEPARATION OF POTABLE, NON-POTABLE, AND RAW WATER PIPELINES AND EITHER 0)NPWL CONSTRUCTED TO WATER SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. POSSIBLE FROM THE CROSSING. - 07.SEPARATION OF POTABLE,NON-POTABLE,AND RAW WATER PIPELINES.THE REQUIREMENTS FOR THE PROTECTION MAIN STANDARDS AND PRESSURE Existing Manhole 10.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER TAKES NO OF POTABLE MAINS FROM CONTAMINATION BY NON-POTABLE PIPELINES ARE DESCRIBED IN SUBSECTIONS 542.07.o THRU AND EITHER B)NPWL MAIN MUST BE CONSTRUCTED TO TESTED FOR WATER TIGHTNESS. RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. 542.07.c.FOR THE PURPOSED OF SUBSECTION 542.07,THE.TERM'PIPELINE'APPLIES TO BOTH MAINS AND SERVICES. WATER MAIN STANDARDS AND PRESSURE Proposed Power Pole -t- TESTED FOR WATER TIGHTNESS FOR A OR E) SITE SPECIFIC REQUIREMENTS THE DEPARTMENT WILL USE THE MEMORANDUM OF UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE iN HORIZONTAL DISTANCE OF f0 FEET ON APPROVED BY DEQ. Existing Power Pole f 11.IDAHO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEO)APPROVAL PRIOR TO DETERMINING THE RELATIVE RESPONSIBILITIES FOR REVIEWING SERVICE LINES.THE CONDITIONS OF SUBSECTIONS BOTH SIDES OF CROSSING. Proposed Valve N CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE. 542.OZa.AND 542.07.b.SHALL APPLY TO ALL POTABLE SERVICES CONSTRUCTED OR RECONSTRUCTED AFTER APRIL, 2007 AND WHERE THE DEPARTMENT OF THE QLPE IS THE REVIEWING AUTHORITY.RAW WATER PIPELINES MUST BE OR C)EITHER THE NPWL OR WATER LINE OR BOTH ZONE 3. NOT ALLOWED WITHOUT DEQ WAIVER. Existing.Valve D4 12.CONTRACTOR SHALL COORDINATE WITH THE OWNER REQUIREMENTS OF ITEMS SUCH AS LIGHT POLES,FIXTURES, PROTECTED FROM CONTAMINATION FROM NON-POTABLE PIPELINES AND MUST NOT CONTAMINATE POTABLE PIPELINES. MUST BE ENCASED WITH A SLEEVING Proposed Catch Basin MATERIAL ACCEPTABLE TO DEQ FOR A1 LANDSCAPING,ETC.INCLUDING CONDUITS FOR SUCH HEMS.LANDSCAPE CONDUITS WILL BE REQUIRED TO CONNECT THEY SHALL THEREFORE MEET EQUIVALENT SEPARATION DISTANCES SHOWN BELOW FROM EITHER POTABLE OR NON NOTE: SANITARY SEWER FORCE MAINS MUST HAVE LANDSCAPING STRIPS AS INDICATED AND/OR AS REQUESTED BY OWNER. POTABLE PIPELINES. (4-4-13) HORIZONTAL DISTANCE OF 10 FEET ON BOTH MIN. 10'HORIZONTAL SEPARATION AND 18" Existing Catch Basin SIDES OF THE CROSSING. VERTICAL SEPARATION.ZONE 2 AND ZONE 3 13.ALL APPROACH RADII ARE TO BE 20'TO FACE OF CURB UNLESS OTHERWISE NOTED.RETURN RADII AT CULDESACS a. PARALLEL INSTALLATION REQUIREMENTS. (5-8-09) ZONE 3:) SAME REQUIREMENTS AS ZONE 2 EXCEPT THE PLACEMENTS ARE NOT ALLOWED WITHOUT A ARE TO BE 20'TO FACE OF CURB.ALL VALLEY GUTTERS ARE TO BE 6'WIDE UNLESS OTHERWISE NOTED. NPWL ALSO MUST BE SUPPORTED ABOVE THE WAIVER GRANTED BY DEQ. Design Data L. POTABLE MAINS iN RELATION TO NON-POTABLE MAINS. (5-8-09) CROSSING TO PREVENT SETTLING. C 14.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE AMINIMUM OF 3 HORIZONTAL ZONE 4:) SAME REQUIREMENTS AS ZONE 1 EXCEPT THE V- FEET OF CLEARANCE FROM FINISHED LIP OF GUTTER. (1) GREATER THAN TEN(10)FEET SEPARATION:NO ADDITIONAL REQUIREMENTS. (4-4-13) NPWL MUST ALSO BE SUPPORTED ABOVE THE OwnerlDeveloper: GARYS WESTLAND LLC Engineer EHM Engineers, Inc. a, N CROSSING TO PREVENT SETTLING. 1042 Wildwood Way 621 N. College Rd.Suite 100 r (a 15.PIPE TRENCHING AND BEDDING SHALL COMPLY WITH THE AFOREMENTIONED STANDARDS. (2) TEN(10)FEET TO SIX(6)FEET SEPARATION:SEPARATE TRENCHES, WITH THE BOTTOM OF THE POTABLE MAIN y ■. t0 O Twin Falls, Id.83301 Twin falls,Id.83301 m r ABOVE THE 70P OF THE NON-POTABLE MAIN,AND NON-POTABLE MAIN CONSTRUCTED WITH POTABLE WATER CLASS a 16.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOI)TO EPA AND HAVE PIPE (4-4-13) (208)420-4405 (208)734-4888 m c A COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSTE PRIOR TO CONSTRUCTION.SEE WEBSITE c•� http://cfpub.epa.gov/npdes/stormwater/cgp.cfm.QUESTIONS REGARDING THIS REQUIREMENT MAY BE REFERRED TO (3) LESS THAN(6)FEET SEPARATION:DESIGN ENGINEER TO SUBMIT DATA TO THE DEPARTMENT FOR REVIEW AND SANITARY SEWER NOTES. Development Area: 45.63 Acres(19.83 Future) Setbacks: Setbacks shall conform to E CL` a N MISHA VAKOC OF EPA AT.(206)553-6650. CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN APPROVAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH AND THE ENVIRONMENT.NON-POTABLE Preserve PUD/261 CL of N FALLS. .MAIN TO BE CONSTRUCTED OF POTABLE WATER CLASS PIPE AND THE BOTTOM OF THE POTABLE MAIN ABOVE THE TOP 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE 2017 IDAHO O m LL OF THE NON-POTABLE MAIN. (4-4-13) STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC),THE.CITY OF TWIN FALLS REVISIONS TO ISPWC AND ALL Existing Zone: R-2 PUD CRO m d e 17.DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO > INCURRED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS POTABLE MAINS. BE AWARE OF THE CONTENTS OF THESE SIDS. Proposed Zone: No Change Requested (D t (3-30-07) Sewer& Water. City Sewer and Water = F- 18. TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF 2.SEWER MAINS ONLY TO BE LAID IN SEWER TRENCHES. Existing Use: Vacant/Pasture v THE CONTRACTOR.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO 5 PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING NON-POTABLE FLUIDS .a Q () Utilities: Underground Power, Gas, TV, COMMENCING WORK. SHALL BE NO CLOSER HORIZONTALLY THAN TEN(10)FELT FROM THE POTABLE MAINS (4-7-11) 3.ALL LATERALS 70 BE.LAID AT NOT.LESS THAN THE MINIMUM SLOPES AS SHOWN IN THE AFOREMENTIONED Proposed Use: Residential-Single Family and Telephone tQ STANDARDS 19. UTILITYIUTILITYDwellins CROSSINGS OF GRAVITY MAINS SWILL BE'POTHOLED'70 VERIFY POTENTIAL CONFLICTS PRIOR i0 ii.NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE SERVICES IN RELATION i0 9 CONSTRUCTION. NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION TO POTABLE MAINS. (5-8-09) 4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION AS PER THESE PLANS.ANY Easements: As shown ADDITIONS,DELETIONS OR CHANGES SHALL FIRST MEET WITH THE WRITTEN APPROVAL OF THE CONTROLLING AGENCIES. (1)GREATER THAN SIX(6)FEET SEPARATION:NO ADDITIONAL REQUIREMENTS BASED ON SEPARATION DISTANCE Variance: None Requested Deferrals: None (5-8-09) 5.ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. M WATER NOTES. (2)LESS THAN SIX(6)FEET SEPARATION:ENGINEER TO SUBMIT DATA THAT THIS INSTALLATION WILL PROTECT PUBLIC 6.ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OF ASTM 3034-89,SDR 35 PVC PIPE. Sheet Index HEATH AND THE ENVIRONMENT AND NON-POTABLE SERVICE CONSTRUCTED WITH POTABLE WATER CLASS PIPE - (5-8-09) 7.POTABLE AND NON-POTABLE MAINLINES SEPARATIONS SHALL CONFORM i0 IDAPA RULES AND REGULATIONS AS Sheet 1 Title Sheet Sheet 8 Cheney Drive Wes} 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS, THE 2017 IDAHO NOTED. Sheet 1 Final Plat Sheet 9 Clear Springs Loo STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC),THE UNIFORM PLUMBING CODE,THE CITY OF TWIN FALLS (3)NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS NON-POTABLE MAINSP OR NON-POTABLE SERVICES. (5-8-09) Op Sheet 3 Final Plot Sheet 10 Clear Springs Loop REVISIONS i0 ISPWC AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.R SHALL BE THE PRESSURE OIL GRAVITY IRRIGATION NOTES: Sheet 4 Final Plat Sheet 11 Clear S p CO RAC SCALE DRAWINGS RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS, b. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER.AWNS OR SERVICE Springs Loop CONTRACTOR SHALL VERIFY ALL 4 4 13 CONDITIONS AND DIMENSIONS AT 2. NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH WITH WATER LINES. ( - ) Sheet 5 Final Plat Sheet 12 Clear Springs Loop THE JOe SITE AND NMENSI THE 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2017 IDAHO STANDARDS FOR PUBLIC ENGINEER OF ANY DIMENSIONAL I. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE WATER PIPELINE ABOVE WORKS CONSTRUCTION(ISPWC),THE UNIFORM PLUMBING CODE,THE CITY OF TWIN FALLS REVISIONS TO ISPWC,THE Sheet 6 Final Plat Sheet 13 Private Driveway ERRORS,OMISSIONS,OR DIS- 3. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED 70 THE ATTENTION OF THE ENGINEER. THE NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE TWIN FALLS CANAL COMPANY AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE Sheet 7 Master Devel. Plan Sheet 14 REFABRICA BEFORE BEGINNING Misa. DBtailS�$BCIIOnS O OR FABRICATING ANY WORK. 4. ALL WATER MAIN SHALL BE AWWA C900,CLASS 150 PIPE AND DISINFECTED PER NEW WATER MAIN CLEANING NON-POTABLE WATER PIPELINE. (4-7-11) RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. NOTES. ii. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE.WATER PIPELINE BELOW 2.ALL TESTING AND INSPECTION TO BE IN ACCORDANCE WITH SAID STANDARDS. f0/17/18 km-PI THE NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE 5. COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM 1109119 tom-Sewer 0 Park INSTALLATIONS,INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60161, NON-POTABLE PIPELINE AND THE NON-POTABLE PIPELINE MUST BE SUPPORTED THROUGH THE.CROSSING TO PREVENT 3.REFER TO THE CITY OF TWIN FALLS REVISION N ISPWC FOR PRESSURE.IRRIGATION SYSTEM DESIGN STANDARDS AND / SETTLING. (4-7-11) CONSTRUCTION SPECIFICATIONS FOR INFORMATION NOT.SHOWN IN THESE PLANS.ALL MAIN LINES,FITTINGS AND T�e Preserve III6. MAINTAIN 36"OF FINISHED COVER OVER ALL WATER MAINS WHERE POSSIBLE.IN NO CASE SHALL ANY WATER MAIN STRUCTURES TO BE CONSTRUCTED TO TWIN FALLS CANAL CO.AND CRY OF TWIN FALLS STANDARD DRAWINGS AND BE PLACED WITH LESS THAN 30"OF COVER BELOW FINISHED GRADE. . LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION:. (5-8-09) SPECIFICATIONS. 7. ALL WATER AND NON-POTABLE MAINS SHALL HAVE A MIN.OF 10'HORIZONTAL SEPARATION.ALL WATER AND (1)POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE,;AND EITHER.(5-8-09) 4.ALL PIPE SHALL BE PVC ASTM D 2241 (SDR-PR)CLASS 200,SDR 21 OR BETTER. �- NON-POTABLE MAIN CROSSINGS SHALL MAINTAIN 18"MIN.VERT.SEPARATION OR NON-POTABLE MAINS SHALL BE (a)NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CLASS PIPE FOR A MINIMUM OF TEN(10)FEET 5.ALL GRAVITY MAINS,INCLUDING IRRIGATION MAINS,SHALL BE LAID FIRST BY THE CONTRACTOR TO AVOID POSSIBLE ' INSTALLED PER MAINLINE SEPARATION NOTES BELOW.INSTALLATION ORDER SHALL COMPLY WITH NOTE NO. 7 FOR EITHER SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION OF POTABLE WATER CLASS PIPE CONFLICTS WITH PRESSURIZED MAINS. ` SANITARY SEWER NOTES. CENTERED ON THE CROSSING OR., (5-8-09) 6.POTABLE AND NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS AS NOTED. �,1 B. ALL GATE VALVES SHALL BE RESILIENT WEDGE-AWWA APPROVED. - �- (b) SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR A MINIMUM OF TEN(10) FEET EITHER SIDE OF CROSSING.USE OF HYDRAULIC CEMENTIOUS MATERIALS SUCH AS CONCRETE,CONTROLLED 7.PIPE LOCATING WIRE AND IDENTIFYING TAPE SHALL BE INSTALLED WITH ALL PRESSURE IRRIGATION MANS.LOCATING 9. GATE VALVES ADJACENT TO TEES AND CROSSES SHALL BE FLANGE X MJ FITTINGS UNLESS OTHERWISE SHOWN.ALL DENSITY FILL,AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR SLEEVES. (5-8-09) WIRE AND TAPE SHALL BE INSTALLED PER ISPWC SECTION 901 IN ADDITION TO THE CITY OF TWIN FALLS PRESSURE --- IN RM TEES AND CROSSES SHALL HAVE FLANGED FITTINGS WHERE GATE VALVES ATTACH UNLESS OTHERWISE SHOWN&Ali IRRIGATION SIDS.ALL MAINLINE PIPING AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THESE STANDARDS. '' - j 1 FITTINGS FOR PIPE ATTACHMENTS. (2) IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE,THE NON-POTABLE PIPELINE MUST ALSO BE. SUPPORTED THRU THE CROSSING TO PREVENT SETTLING. - (5-8-09) �`` \S -_ -' (� r THE ALL FITTINGS,FTWIT SERVICE LINES,VALVE BOXES AND LIDS,SWILL BE OF POTABLE USE MATERIALS AND CONSTRUCTION APPROVED BY Tv. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING NON-POTABLE FLUIDS UTILITY SERVICE NOTES• � I ��THE CITY OF TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE NSF CERTIFIED PRIOR TO LL��-�� INSTALLATION. SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN(18)INCHES FROM THE POTABLE MAINS. (4-7-11) 1.ALL WATER AND P.I.SERVICE LOCATIONS TO BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED �� - -- +'D1 '€ " J 11. CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS REQUIRED BY " - o- - - 1 -:j_ _ c. EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS,EXISTNG NON-POTABLE SERVICES IN GRADE TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN.WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL z - 3�x ( -- h STANDARDS SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., WHERE PRACTICAL,BASED ON COST.CONSTRUCTION SIDEWALK.ALL SEWER SERVICES 70 BE INSTALLED TO STATIONS AND OFFSETS SHOWN. - -,, -v `' _ cD RELATION TO NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE SERVICES INSTALL THE WATER OR P.I.SERVICE BOX SO THAT THE FACE OF THE RISER IS LOCATED 12"TO 18 FROM BACK OF . I T n _ m •PP.o� G.MARTENS 12.CONSTRUCTION SHALL NOT INTERRUPT SERVICE WITHOUT'PRIOR Cltt APPROVALS AND PROPER NOTIFICATION OF FACTORS,AND PUBLIC HEALTH SIGNIFICANCE.IF THE DEPARTMENT DETERMINES THAT THERE ARE SIGNIFICANT HEALTH � -: 7 - CONCERNS WITH THESE SERVICES,SUCH AS WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A 2.ALL SEWER SERVICE STUBS SHALL BE LOCATED WITH A T FENCE POST,PAINTED GREEN.SERVICE STAMPS ON T.MCBRIDE REIMBURSEMENT.ANY TEMPORARY'SERVICE FEED MUST HAVE PRIOR AGENCY APPROVAL UNDER NO CIRCUMSTANCE AFFECTED USERS.CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE INSTALLED WITHOUT AGENCY SHOPPING CENTER, THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 542.OZb. (5-8-09) CURB SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. SHALL EMERGENCY VEHICLE ACCESS BE INTERRUPTED TO ADJACENT PARCELS. ' `1 I Fnus Ayr'61(_ I ] m*w - I.MCBRIDE 13. WATER MAINS SHALL BE TESTED FOR PRESENCE OF COLIFORM BACTERIA PRIOR TO BEING PUT INTO SERVICE. 1 - I ' sawraorx � (( �� m APR.,2018 14.THRUST BLOCK BEARING AREAS SHALL CONFORM TO THE LATEST ISPWC STANDARDS AND SPECIFICATIONS.(RE: ISPWC STD.DWG.SD-403) PROJECT BENCH MARK: (\I "�.I�. 1 �����s4...., � 0 7000',,2000' 4000' 90"� AS SHOWN 75.ALL FIRE FLOW LINES SHALL HAVE AN APPROVED RACKFLOW PREVENTION DEVICE INSTALLED ON WATER LINE. � ilt PROJECT BENCH MARK TFCBM#4049-3079 �� .��_ �1 _;: P LE�IhI F ET xa 161-17AIDP 16. UTILITY SERVICE FEEDS SHALL BE VERIFIED FOR CONFORMANCE WITH ARCHITECT'S PLANS.THE CONTRACTOR SHALL Bu "B"BOLT ON FIRE HYD. 0 NORTH SIDE OF EXTEND UTILITY FEEDS TO WITHIN 5'OF PROPOSED BUILDING PER ARCHITECT'S PLAN. As 2020 CANDLERIDGE DR. &MOUNTAIN VIEW DR. C 17.A MINIMUM OF 25'SEPARATION SHALL BE MAINTAINED BETWEEN DRYWELLS AND ANY POTABLE WATER LINES. ELEVATION=3680.75 Vicinity Map July , U Sheet 1 of 14 . o 00 6mGO C C� — C� �o � L00 C (D THE SPRINGS AT THE PRESERVE,A P.U.D. 34 35 S89.55'02"E 2611.015' 35 Located In 7 — :sa4 ss'oz"E �"Oi* A Portion of Gov't Lots 3&4 and the C CO FOUND ALUMINUM CAP S89'55'02"E 614.00' 3� . . ? 9.90' FOUND,5/8'REB4R W C.P.#2018 01186f '. NW 4,Section 2 � �o &CAP,.LS7000 o ,6,,e1s:F. 12 13 ,i�gF 15 C.P. 833579 Township10 South Range 17 East Boise Meridian m REAL POINT OF aa'., ':DNPLATTED Ni'Q3'34"E 11,979S.F:1a136s.F. fa3z6s.F. SO.04'58"W > g- _ L,_ BEGINNING 180.03' 172.89' Twin Falls County,Idaho m UNPLA77ED 2019 (D .. C66 S89.55'02" 6 1.76' - 15,666S.F. 1$016 S8955'02"E 301.1V C 'I C2 Sheet List Table o. 9 10 19 20 C .. 9 1�1z1$.F. 14,O1 SP. 17 14,466 S.F. 17,263 S.F. Sheet'.Number Sheet;Title 'I I. ia214 S.F W W= \ 16,416&F. `� 1 OF:7 PLAT FACE 0 11 taisos.F. "'O�s 21 �, �•% Sr zz,a6,aF i 2 OF 7 SHEET 2 N \ $ 1za8s.F 1awoss.. e% c�Q 1z,449 S.F. N ' N p� 4• ej 3 OF:7 - SHEET 3 O 12 �' ,G� O � 4 OF 7 � SHEET 4 � �9zo os.F. 1a61o&:F. faatios.F � 23 22 L6 5 OF CURVE&LINE DATA .NORTH _ 6 13 OooF� 17,380S.F. �J20,Bi6S.F 6 OF 7 CERTIFICATE OF OWNERS 0 75 150 300 `\ 13,000 S.F.1zoz6sF. 12,atos.F 24 26 c 7 OF 7 ACKNOWLEDGEMENTS 5 A 5 14 17,600S.F. �2 24714S.F. SCALE IN FEET \ 12,04 S.F. L 12,610 SF: 13,000 SF. 27 Legend 12,02S&P. 13,DOOS.F 1&2385S•F '.2,413 S.F. 3 16 SUBDIVISION BOUNDARY LINE - E-+ N py 12,025 B.F. 128Bes.F. 13,000 S.F. 28 SECTION.LINE — - .. _ p BLOCK 1 21,898s.F Z i - 2 C N`r EASEMENT LINE ------- _ V> 2v 86a741S.F \ IZO24 S.F. 2 17 ----- fa - -�+ 19.83AC. 19,616S.F. 17,846S.F. —_ C �a N \ 1 UTILITY EASEMENT LINE ---.- -- _W C C w i$743s.F 29 ^.3 ^ CL � m 1u A 1 66,190S.F R,. p CENTERLINE OF STREET - '` of w cVA eF \\ 20,486&F.. 1y C b Q gs Loop 5 LOT LINE E �.CD ui - ii 04 L L14 FOUND BRASS CAP 0 d LL m �ti 4 G� Zg 30 c .rCw\• C3'L18 y c�j981SF' h FOUND 5/8"REBAR(AS NOTED) O m D 3 o W '.�. •• `5 7 UNPLATTED sir• d G� �1- U. ? V L16 FOUND'1/2"REBAR.:(AS NOTED). b _ J o � 174.05' FOUND ALUMINUM CAP 9 � 4 C5 N89.47'29"W L17 MONUMENT(AS NOTED) CHENEY DRIVE WEST TO SET-L LS 101 10 _. ) G� L23 L22 N89'24'32W 732.80' C6 t1NPLA77ED 1/2"x 24"REBAR & CAP TO BE SET- LS 10110 ¢? SET 5/8":x 24"REBAR M Health"Certificate & CAP - Ls 10110 • PROJECT r; "SANITARY RESTRICTIONS AS REQUIRED BY IDAHO'CODE TITLE 50, CHAPTER 13, HAVE SET 1/2"x 24".REBAR Do NOT SCALE DRAWINGS BEEN SATISFIED BASED:ON THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL & CAP.-LS 10110 'O QUALITY.(DEG)APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT b CONDITIONS L:IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION'OF SANITARY '°w FOUND 1/2"REBAR REPLACEp rn RESTRICTIONS. BUYER IS CAUTIONED AT THE TIME OF THIS APPROVAL, NO DRINKING THE JOB SITE F,AND NOTIFY THE '1' `WATER OR SEWER/SEPTIC'FACILITIES WERE CONSTRUCTED: BUILDING CONSTRUCTION WITH 5/8"x 24".REBAR - ENGINEER OF ANY DIMENSIONAL CAN BE ALLOWED ITH'APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER POLE LINE ROAD. ERRORS,FABRICATING OR . & CAP LS 10110 CREPANCIES BEFORE BEGINNING N89.12'19W FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY OR FgBRlcgnnc qnr WORK. CONSTRUCTING THOSE FACILITIES: IF THE:DEVELOPER FAILS TO'CONSTRUCT:FACILITIES - 58.00' OR MEET OTHER CONDITIONS OF DEQ, THEN SANITARY RESTRICTIONS MAYBE o, RE-IMPOSED,..IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY.THE ISSUANCE' OF A CERTIFICATE OF DISAPPROVAL,AND NO CONSTRUCTION OF ANY BUILDING OR owni ' Survey References Deed'References SHELTER REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE Y z 1. ..#2018-016880 0648 ALLOWED." #2017-002593 2. #2014-001587 �2017-A02593 1 2 FOUND ALUMINUM CAP _4 3. #2005-007713 - &CAP,LS 5617 DISTRICT HEALTH DEPARTMENT, EHS DATE: F11 AVE E 4. #2004-004471 C.P,#2018-016513 5. #2004-001802 9: 6. #2000-013683 FILER AVE E - 7. ..#1998-003717 8. #1998-003716 Monument.Certification 9. #843436. �. • 10. #629565. 4-. THE INTERIOR MONUMENTS ON THIS PLAT �O.WN AS Vicinity Map' n,t.s• 11.. "CANDLERIDGE EAST SUBDIVISION" �Ss\oHASTANosp �+ 'TO BE SET WILL BE SET IN ACCORDANCEWITH SECTION.50-1333, IDAHO CODE, ON OR BEFORE 1 #2005-016975 �.'�o\ FAf� o YEAR AFTER THE RECORDATION OF THE FINAL PLAT .r`L1WP=•"[�d�f�1V OR AS DETERMINED.BY THE CITY OF TWIN FALLS. Note: JEHM Engineers,Inc. IT IS THE INTENT OF THE DEVELOPER TO RESERVE LOT 1,BLOCK 1 FOR FUTURE CpHER$.. -1 DEVELOPMENT. - " V 161-17 FP1 SHEET'1 OF 7 ,�P"o�m G.MARTENS _ G.MARTENS II— _ oxn T.MCBRIDE MAY,2018 AS SHOWN owa«a 161-17 MDP Sheet A a 14 GO V ®GO C C^ Wo co WC, _. LGO GO' - THE SPRINGS AT THE PRESERVE,A P.U.D. cvi �L 34 1 35 N'3 H o ;� NORTH G N N REAL POINT OF Mo _ —— - 050 100 200 .. BEGINNING iq /� \ T c o 9 S89.55'02'E i •F z // �\ 56.89' SCALE IN FEET i u C66 / / N$�g9�s• 8 w W S89'55'0 "E 631.76' 305.0T N _ - N89'24'31"WJ 84.30'. $ao oa's,'E �— Easement Key See Sheet of 6 \ OA UTILITY,..DRAINAGE&.IRRIGATION:EASEMENT N �\ TWIN FALLS.CANAL COMPANY EASEMENT © SIDEWALK& UTILITY EASEMENT DRAINAGE&TRAIL ACCESS EASEMENT 1 \\\ Q DRAINAGE EASEMENT ACCESS& UTILITY_EASEMENT L' O y N � c �n aCi°m �Cr� •� m v CENTERLINE OF� \cT` �i'ti 00 E U)— 25'WIDE v+ m LL SANITARY.SEWER '$. - 4. c LINE EASEMENT \\ �s. . > o .r See Sheet�l of 6 2 z 663,8.93A0 �wA o r , mDO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL V'� CONDITIONS AND DIMENSIONS AT �^ THE JOB SITE AND NOTIFY THE S3T39'O1"E�\ ,Cr?$' ENGINEER OF ANY DIMENSIONAL 103.83' ?$' ERRORS,OMISSIONS,OR DIS- / Clear Springs CREPANCIES BEFORE BEGINNING / LOOP OR FABRICATING ANY WORK. o+ N44.24'32'W `F M C64 0 '8.49'------ �---------- C62 — 130.00'�-- --- "' 732.80•------ C63 C5 'C10 _ CHEN_EY DRIVE WEST _ M_ _ Cs M N89.24'32"W 946.80, — 130.Op' 732.80' a C8 S13 37'40"W N89.24'32-W N89.24'32"W CS 78.00' G S4535'29'W nµ" M 8.49' SO.35'29"W Q¢ QEG1STEq '�� 321.51' A ov EHM Engineers,Inc. 4 so OF ay " N89'12'19"W g NER 5. .I 58.00' V 161-17 FP1. SHEET 2 OF 7 ""'"o`m G.MARTENS G.MARTENS awv„ T.MCBRIDE wre MAY,2018 AS SHOWN 161-17 MOP . Sheet 3 a 14 ® �, - ' ,•, . . , L of ,.,.. -:> M _ ,,, - - W. :. ., - 1. n .., 4_. _ ,. '- : :'... • .' ..:; ._ .. :i. .,is :.; - -, ., _ xl��"�i , .. .. ,. _.. N ,:: - - , .. is , .. '{ ., : ,...,r• ,.. .. ,.: .. .,. .. " - : - :. O .. , " ' . . , ,, - -,,, ' <. THE SPRINGS AT THE PRESERVE,AP . L . - - ; - - .,.. , . _ . = : 11il ~NS44'S5'02 E lill o .' W,0 S89'55 D2"E 614.00 , 9,90' - 17.75' ::; '1 00' 300.D1, 100.00 .: f40.24' `: L•3 /.. ¢ _ ' NORTH W n v W 0 3D 60 120 W n N Cv MOf li _ o. BL W 14 .MN ��C o i� m a ;a- 15 � N T 5 14 S Q n fLSS2SF ,oVN L I FEE p ......: o 12 'rn N :.�N --:" ,•, .;i`16,528&F... o+. - :. _... �, Z if,9795.F. o rn :.1Sf363.F. .:_.n `, '.^o y 1, � � No; i� .�.W ,. Z z —— �.. W 0 .� �� ," / 6, \g , N :, _. .. c3 40.00 "h,:100.01 "5 \ S :o :: �_ .:. b ��'. : � .,�:e ��:L':, ': � ' '� : � 9 1 1 ,� L . I A. ' - /, h Q 1:.: N " N N 16 . �.. I,.� .._� N892439'W 269.48'. . - i:. o.. . '. ` �... 1� -N 1&O64S.fi I -: �� 'S89'55'02f 301.11' CJ ,_,.__.. m ..._ P36 - ., "7, o :.111.28 , ..;91.40'` _-:S -\ : �'f i 80.00' 148.46." ...72.65' _ S69•g . '. _ - .. _ , :-:. ..: :. ©�,.... . '\ C27 GG -`-- 8' ; T - :\ *� =--� -:.___._- --- - S28" - N892431"W.: \ ,,, ::_r w " " --•'q-\ :�\ '1�'\,i p_. 7- .�: - ��\6¢.6 , f.. .' .:_. o ice:- r^'. n \"d+i.-. X..S-:\Q�- ;.,� �' rL. n i� ml �b \ \ i o i, -20 N 1 j b j 9 z 10, „ - \ \( 17.: s t44663.F o `Fa nz.&F. } I< o:: � Z 18;f21 S.F. 14,096 S.F \'. ,o. , .: .- : 9. I .. r1f3 \ 1$214 S.F. 'j�•\' Z �' :. is•o40 S.F. f '�9 9 .. ' I \ , s� -Ni' o,o! - BL 2 2p0`�",yy6 1 �c>• - o n. 1 w ..{ � 11 s ,�•y0p,`L1F, \'Op `. -oo.\\ A.. \5 _C40 '�.�.� „S'>� 1 : LL A " 06 .�9. s o �ry \°' �Ss.' ,5�� 18 , ypse -"' \ t- w o , : 90 {, c"r� \ k6 \ S3YOSD2'E' c � o , , s 152 .E � \ 9 pp. \ �4zao sw Yt 21 ,® 34:74 �p 24 � 'n \ , 11 \ \ i' S Cad � z"2- F l a �_ cLa t N I 12'I 54"E 8 \\ :' \ 12,b57Sk I "0 \ \Q '.00. /� A,�C.JQSG16 •9 .. \ S ® ^ 1 . o \ s't• C i 51342'58"E S: ^ 1 i.L ix4a9s.F \ �o OP \� �o \ i a ♦ s j_ 48.82' E' w- ,� w ..:,. \� ...!o.\ „ .p. \ .�� \'o 'A. �!<N`L ;ems., C 220:95_ oVl mLL r : - ,',I, <4, _':. ,. .O.\ 'h0 \_ �_._ g9' : .\ C3Z, 7 :.: 4. o ti` o. o L o � .F Ny: S86'S3'34'r S32 22'42"W m\ \ " �ti\ ,?s. Gil \ GNP// C 2fi.19' ® Q� m35ti \2, ; \ \ t*� 12 \ C �,�\a g �'. , t` .y .,z %.. " �. �..: 5 \ : 13,OOOSF \ : \$ �h 1, \�� 4 to i ,f_.., �i h .� r_ 7 :, \\_,. krl,../ �— Cam_ L \ 7 \ .b 9 12,osos.F �`' BLOCK 3 d \ '7n A 8. �� a Q \ \\ o �Op ry1E \\�$ 23 aaate2sF \ 8>\ 00 cF; o• \ 1'1 �. :\ 17,380 SF 2�.9. 1 s : - �:' - L ,��:��",,'.,,, ,, ,,�'��", , :, '�"� , � . . , _ -\ \\:: \ .: 6 1S,Lb0 S.F. :� .O\ Zc�`t16000 .00- D s.. \..' 92,6105E > \ I {'�•\ 1 1�zs " . BLOCK 2 �\ \ '$�� GO° 1� \�p \ ` ' -,a ._ {i �fj,, :,. �`L:...' s� `. � \.o -..`9.�\ Op -+� $.'? a"�•1�`i- \o 24 _ See Sheet.'2 Uf.5_.' e'. '.'a 2. ..• O\ : ,y0 .1 ''S1 F .y.:. _..\O. _:\ 17,s005.F: �, \ �� \ \ ee Shee 4 0 , ,� \ 14 t 6 .. :.: ..:, :: 1,$ORB S::F. / j :, \ d2,690 SF.,. \ _'� \ g`L DO NOT SCALE DRAWINGS .. - .` " .� ` CONTRACTOR SHALL VERIFY ALL . , A o . A.. 3 \ O MCP,`�G rr- .9 .: a_:. \\\ :: 9 0 O i -- `, i 00 E... \ \ O *F, S, O. : : 'S `L .� ?� ,5� - THEJOIBNSITANDM OTIFY 1 ET .,,. : e7 .gyp ''l•\,: p. 1 \, 1'�, ,,_ .::, ." t :. '`�!. _ \ 11 \.':: Op.\ .1 �`b : 00 -��qq�, Y9. F ENGINEER OF ANY DIMENSIONAL -. ... _.�.; .1 C`'" : \ \ - ERRORS,OMISSIONS.OR DIS- \'- ' �5ry.. X. -"') Easement-Key OREF B 11CAT DEFORE BEGINNING 9%, ING ANY WORK. ' 00, - 91 _. ;r ' ,, > 4 ., ,;. . , faelDs.F.::• :. UTILITY;:DRAINAGE& IRRIGATION-EASEMENT`- - \ > TWIN FALLS CANAL:COMPANY-EASEME � sue `L. .4 Oa o EASEMENT Q... ti\'t 0.: SIDEWALK&UTILITY EASEMENT t , : �5 \ Z`0 ryg \ ;' pQ'>` DRAINAGE&TRAIL ACCESS EASEMENT , ., ,: � :I ,:. :;_: 's _ - See-.Sheet 4.of fi ;; E DRAINAGE EASEMENT % �;./ ACCESS& UTN.ITY EASEMENT � - ` ;.'? ,.;.. :.: ,. S :.r- '. -- -..,. ,. o `rye11+ ,. ,rr._., - a4 G� . " , P r ,:...y 1.. ,, " - ` ' .. - :. `.:: qTE OF NPR. 2 ers,Iris: 4 ro A� , . : - EHM En&e °/aER S....N 4 .. :., ..' SF1FEi 3 OF 7 G.-MARTENS ,.,.' ,.:.,C .Oat , Lam. '" .. ., - , - '. ." - G.IMRTENS ,,,...._,.. -.. ,. -:::.... -. ..OT on :. `. .- NAY,2918 .. - c .,,. __ _ �„ ,:': - _ . AS SHOWN - - i61 17 MOP ,` - , 4" , , __: 't - , � 9 L, , Sheet 4 of 14 as 00 00 v 00 C .. - c L� 000 oCO THE SPRING$AT THE PRESERVE,A P.U:D. ' w Ip :. C.t F / S61"I3'39"E NORTH l\ 48.57' 0 30 60 120 m C-o See Sheet 3 of 6. y1 \ S9'09'07"W SCALE IN FEET5 Of O See Sheet 3 of 6 30 45.49' w W ' •1 1 q A � Z 26 23,714 S.F. II CD 4 - tp- 25 \ ' �l• 15 \ Sy \ 18,238 S.F. 4 �� J 1ao9os.F. \ tea. y \ 27 12,025 SF \.A 'I, ,\ rp0 22,413 SF. \ ` 'sa \�o' .ti` \? �J o° •� o'$. ' {yp'•ti\ \ °o \ / 5i\� po ooi/ o by \5 \ �5 \ 1ZO28 S.F. \ r1cJ_..\ \ 3 13,GSF. fib �,�. a?i�/ 9(1` \\ C` IL C 0OO 3 \ ?, 12,86E S.F /V��.:\ ' \ 28 \moo ''� \ 21,898S.F '�^.m vi Z\ 12.024 S.F. G� I f*1 41 W 4D 3: >?, BLOCK 2 \\ \ 2 17 \k II a0 I 0I- 09 A? 9.1k 1� \ !\ \ 19.B16 S.F. 17,846 SF. o �bti I pf •� � so• \ti\�ti \N ' � I`�' i. I' BLOCK 2 I N � Q n BLO K 3 See Sheet 2 of 6 r 5' 9 13,743 SE� I 1919..�,\� �J1. // poi/ 29 S70'19'35"E 0,,190 S.F. 30.48' / J I ?S• 20A 6S.F C5.3- A A N SI J7� J///ems. .�01 ^p6�// ?Frr E62:�Ke Y11 �. i 5 is. / I Ji? ?, �f61 \ DO NOT SCALE DRAWINGS .51 / A / E52� W S74'54'1I*E CONTR A DI MENSIONS VERIFY ALL / 2/ ,• C18 //. /� 35.19' THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL / ERRORSCRE ANC.OMIES BEFORE BEGINNING DIING L18 �`/ S89'4T29"E / C3 30 /4�6° // 87.18' N 14.21' OR FABRICATING ANY WORK. 1,18415'19"E 9oN: I Easement Key `'tee ¢ }' S15'19'37"E 47.83' - :QA UTILITY, DRAINAGE.&IRRIGATION EASEMENT:. ° ml © TWIN FALLS CANAL COMPANY EASEMENT FS� ©. SIDEWALK&UTILITY EASEMENT.' '` 174.05' '.23.53 24"W ,1 N89'47'29"W '1 OD DRAINAGE&TRAIL ACCESS EASEMENT ss\GNnLI.AAOs� a� Q, DRAINAGE EASEMENT qo�Q`���STE�FQ A •�l1 Q- ACCESS& UTILITY EASEMENT EHM En ineers,Inc. s 'e aF g 4 �PHER S.NPQ 4 V 161-17 FP1 SHEET 4 OF 7 G.MARTENS °f9GN G.MARTENS °.N•�NN T.MCBRIDE °ere MAY,2018 AS SHOWN Sheet 5 of 14 • Go L00 C� cM Nn.o 000 THE SPRINGS AT THE PRESERVE,A P.U.D. VI L L°Z W \O_ O Curve Table Curve Table Curve Table W L CURVE // DELTA RADIUS '.ARC CHORD TANGENT 'CHORD BRG CURVE # •DELTA RADIUS ARC CHORD.TANGENT CHORD BRG CURVE # DELTA> RADIUS -ARC CHORD TANGENT CHORD BRG �N 'C1 20'09'33 90.00' 31.67' 31.50' '16.00' S79'50'15"E C19 13-08'17" 225.00' 51.59' 51,48' 25.91' $71'15'18"W C37 90'00'00" 20.00' 31.42' 28.28' 20.00' S82'42'39"E. C C2 0'09" 110.00' S5.04' 54.4T- 28.11'' S84'05'33"E C20 79'24'14" 20.00' 27.72' 25.55' 16.61' N38'07'19"E C38 11'56'30"' 350.00'. . 72.95' 72.82' 36.61' S58'15'36"W 284 - 18'O6'09"WL C39' 12'XI1 350.00' 7 C C3, 6751'28"-.' 125.00' 14804' 739.54' `84.09'- S80'05'55"W "' C21 33'01'13" 175.00'' 100.85' 99.46': 51.8T N 0 3.63' 73.49' 36.95' S70'15'27"W W W o C4 106'24'07" 175.00' 324.99' 280.26' 233.94' S60'49'36"W C22 3'05'54" 175.00' 9.46' 9.46' 4.73' N36-09-42-W C40 134756"' 55.00'. 13.25' 13.21' 6.66' S83-11'00"W - U C5 83'59'53 20.00' ,29,32' 26.76' 18.01' S34'22'24"E <C23 9'43'54" 175.00'.- 29.72' 29.69" '14.90` S32°50'42E C41 -' 5854'27"' 55.00' 56.55` 54:09' 31.06` N60'2T48"W - C6 13'02'12" :454.00' 103.30' 103.08' 51.87' N8753'26"W .C24 21'06'18" 175.00' 64.46' 64.10' :32.60' SIT25'36"E C42 53'41'32"'L 55.00' 51.54' 49.68' 27,84' N4'09'48'W `Q� C7 89'59'59" 20.00' 31.42' 28.28' 20.00' S45'35'29W C25 72756" 175.00' 22.80' 22.79' 11.42' S3'Qs'gg"E LC43 53'20'45" 55.00' 51.21' 49. 38' 27.63' N49'21'20"E C8 13'02'12" . '500.00' `113,77' 113.52! 5713' :N82'53'26"W _ C26 3T22'01" 20.00' 11.65' 11.48' 5.99' 'NIM'32"W. C44 7128'10". 55.OW 6861' 64.24' 39.57'`, S68'14'12"E C9 8'29'31" 500.00' 74.1 V 74.04' 37.12'. N85'09'46'W -C27 19'45'47" 20.00' 6.90' 6,86' 3.48' N4739'26"W. C45 85-54'14".' 20.00' 29,99' 27.26' 18.62 N75'27'14"W CIO 4'32'40" 500.00' 39.66' 39.65' 19.84' .N78'3B'40"W C28 92'.18'20" 55.00' 88.61' 79.33'- 57.2W 'S6'23'09"E C46 918'17 300.00'. 48.72' 48.67' 24.41'. S56'56'30"W 1 C11 106'24'06" 200.00' 371.41' 320.30' 267.35' S60'49'36"W C29 50'49'28" 55.00' 48.79' 47.20' 26.13' S65'10'45"W C47 90'00'00" 20.00' 31.42' 28.28' 20.00' $7*1 721"W I C12 80'46'56" 200.00' .281.98' 259.20' 170.16' S48"01'01"W C30 53'07'48" 55.00' 51.00' 49.19' 27.50 N62'50'37"W C48 57'23'04" 125.OQ' 125.19' 120.03' 68.41' N9'01'07'W C13 "2537'10" '200.00' 89.43' 88.69' 45.47' N78'46'56"W C31 53*07*48" 20.00' 18.55' 17.89'- 10.00' "S62'50'37"E C49 15'3727" 125.00' 34.09' 33.98' 17.15' N27'29'08"E L' O C14 36'07'06" ..200.00' .126.08' 124.00' 65.21' NI9'39'05'W .C32 53'07'48" 20.00' 18.55' 17.89' 10.00, NBCOI-35"E. C50 IV52'20", 125.00' 23.72' 23.68' 11.90'. N40'44'02"E L N = C15 38*18,08" 150.00'- 100.27' 98.42' 52.09'' S18'33'35"E C33 86'50'01" 55.00' 83.35' 75.60' 52.04' 'S80'52'41"W C51 67'51'26": 75.00' 88.83' 83.72' 50.45' N80'05'55"E n' O C16 3'59'4 " 325. 0' 136.1 V 135.11' 69.07' S64'17'12"W :C34 54'17'16" 55.00' 52.11' 50.18' :28.20' N28'33'40"W C52 15'02'10" 225.00' '59.05 58.88' 29.69'. N73-29:'26'W d.0 2 1 4 „' L OD'C C17 83'52'50" 100.00' 446.40' 133.67' 89.85' N4'13'46"E C35 16'50'12" 55.00' 16.16' 16.10' 8.14' N7'00'04"E C53 1T27'44" 20.00' 6.10' 6.07' 3.07' S72'16'39"E S ayy C18 67'51'28" 100.00' 118.43' 111.63' 67.27' N80'05'55"E C36 53'07'48" 20.00' 18.55' 17.89' 10.00' SI 1'08'44"E C54 -- 61'57'14" 20;00' '21.63''20.59' 12.01' S32'34'09"E a� m a O u. m 0. C_ ® t ; Curve Table Line Table Line Table Easement Line Table Q CURVE # DELTA RADIUS :ARC CHORD TANGENT CHORD BRG LINE# BEARING DISTANCE LINE# BEARING DISTANCE LINE E# BEARING DISTANCE C55 18'02'09" 225.00' 70.83 70.53' 35.71' N70'36'37"W LI S69'45'28"E - 64.66' L13 S74'54'1I"E 35.19' E51 N3448'41"E 19.52' C56 18'04'58" :225.00' 71.01`. 70.72' 35.80' N28'40'10"W L2 S12'55'59"E 94.75' L14 S89'47'29"E 14.21' E52 S70'33'03"W 23.76' J C57 38'18'08" 125.00' 8346' 82.01' 43.41' S18'33'35"E L3 S35'08'02"E. 34.74' L15: S13'58'23"W 70.64' E53 - S4900'27'W 69.39' - C58 90'00'00" 20.00' 31.42' 28.28' 20.00' S45'35'29"W L4 S12*16'54"E 48.82' Lib S15'19'37"E 47.83` E54 S48'00'27"W 65,77' C59. 51'41'52" 20.00' 18.05'-17.44' 9.69' N63'33'35"W L5 S32'22'42"W 26.19' L17 S5'52'24"W 23.53' E55. S3'06'15"W 32.27' C60 8352'50" 75.00' 109.60' 100.25' 67.39' N4'13'46"E L6 S61*13'39"E 48.57' US S46'10'11"IN 18.89' E56. S4'20'11"E 61.90' - DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL C61 5T0337 225.00'..224.08' 214.93' 122.32' S36'09'21"W L7 S9'09'07"W 45.49' L19 S65'58'21"E 51.71' E57 N44'58'21'W 46.06' CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE C62 8638'S7" 20.00' 30.25' 27.45' 18.86' N50'5T09"E : LS S8'14'29'E 103.97' L20 ST37'33"W 74.72'. E57 N44'58'21"W 46.06' ENGINEER OF ANY DIMENSIONAL ERRORS,ON, OR DIS- CREPANCIES BEFORE BEGINNING C63 3'40'55" :532.00' 34.19' 34.78' 17.10' N87-35'12'W L9 523'3859"E 79.81' L21 S1T37'40"W 78.00' E58 S4'20'1T'E 28.89' OR FABRlcanec ANY WORK. C64 90'00'01" 20.00' 31.42' 28.28' 20.00' S4424'31"E. L10 S32'02'07"E 96.66' L22 S45'35'29"W '8.49' E59 $YO6'15'W '46.62': gas C65 22'57'53". 458.00' 183.57' 162.35' 93.03' NI0'53'28"W 'LI1 S6'36'07"E 116.72' L23 N89'2432"W 130.00' E60 - S48'00'27"W 153.54' C66 .`:6'11'00" 458.00' 49.43' 49.40' 24.74' $25'27'55"E L12 SI'29'58"E 61.66' L24 S7*37'33"W 123.86' E61- S70'33'03"W 20.07' E61. S70'33'03"W 20.07' E62.. S34'48'41"IN 9.85' E63. N55'II'19"W 30.00, Easement Curve Table CURVE E# DELTA RADIUS ARC CHORD TANGENT CHORD BRG EC101 16'19'31 225.00' 64.11' 63.89' 32.27' S15'47'18"W SS0HAugg0SG 44'Q�,G\S1fq 2 y� JEHM Engineers,Inc. Of Q v 161-17 PP, SHEET 5.Of 7 "mm G.MARTENS G.MARTENS T.MCBRIDE oh MAY,2018 �J1E AS SHOWN Sheet 6 of 14 00 C c,t K) EXISTING CANYON RIM TRAIL C r Q�L.3637. p Q 1A Do _ Nav _______ __________ _ ___________ _ ___ __--_--- O N) ___ __ __ L ---------- S."-____-_---_ _.»�.�_.W---_--_-----------________.� EXISTING CTF i ILHEAD PARK LOt 11 f 12 G^" LO \ \ �6� 0.35 Ac. ze Aa. o°.Jto A¢ Lot 15 Lot I >o \ 6'WI CONCRETE SIDEWALK CE EO"� 6 0'37�' L ILI \ 'WIDE WEATH L lr+•�� O MERGENCY EHICLE AC S - i i p 1 —SEE DETAIL LO 10 1 MN2 MH3 I -'" "`kkkrr"' — - —. - wvAR I Lot I °j --- --`------------- p o 3638 AIL' I I' D 10 LG -10 , LG 17 Df G `` 5 W V) I Lo 9 \ \ Lo 18 C o+ Lot 21 \ N IN FEE l Lot 8 \ Lot 0•J0 i W �s 0.50 Ac W W o \ \ Lot AC. 0.29 Ac. U L T Ac. Lot 12 Lot 23 6 48 Ac. 0.40 Ac. B L C 1 ' 13 1 t 019 AC. It rtli \ B L 0 3 64g Lot 14 6 W L \ \ LOt 5` \ LO \\`� .40 Ae. PARKINGOSIGNS i� �1 \ Lot 5 _ 'y \ 0.28 Ac. 0"i0�• . R ON fKli D `� 0.29 Ac. \ SR \ \ of 15 25 L o.J7 of 2 •. \ \ � ot 4 of 4 � ., \•. '\ ozB ac. 1 i I Ac.`�, \ '\ ``� \ \ °•��• `� -�"`6q`\ : ' EXISTING CANYON RIM TRAIL o 0 LL co cl) \\ \' Lot 3 Lot 16 a o 0.30 Ac. 0.30 Ac. Lot a C ad FUTURE T E V E L 0 P M E N T \\, \ �` ` `\'� \ c•L \ Lott \ m Q`D 24' As ha oadwa P 9f� '\ \\ `.� 0.28 Ac. 3647�' Lot 17 �I i C m LL EXISTING SEWER TRUNK LINE \ \ �` I m LL RETAIN AND PROTECT \ \. ` \ c \ \ i m m 3 _C H~ LOt \ 0.47 Ac. Lot 29 a 01 FUTURE ALK \ \ �' ACENT TO EAS D \ \ v �`��, W DRI ORTH PER P D \ \ EXISTING WATER COURSE Lot 30 PRIVATE B WETLANDS DELINEATION BY J / I )` LOi OWNERS FISHER AND ASSOCIATES 1 it 7 i I 3650 tl 1 \\ // DO NOT SCALE DRAWINGS _____ ____ ________ -_1 i i i i \ / \ / CONTRACTOR SHALL VERIFY ALL --------------------- ------ - ---- -- -- ------- 1 i \ '� C CONDITIONS AND DIMENSIONS AT t —————— I - `� i i \ y \ THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL �_ ERRORS,ON, OR DIS- -__———— Cheney DHW!Weef —� -~ \` \ J CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. \\ / f0/I7/18 fcm-PI 1/09/19 km-Sewer 0 Park i \ d E` - A V / A V ��d �ATfiOR�`�• \\\\ \\ ^J6 N G.MARTENS G.MARTENS n /J/�•�.—���\�`S\� q// \ \ """ T.MCBRIDE ' / / r'� I 1� ., wf✓1 \ \\ \ > "" MAY,2018 U O "`F AS SHOWN 161-17 MDP ASO) B u i I t July , 0 U Sheet 7 of 14 v1 N C J o 3 b o F t o t 3 m o C C o`er cry+ o00o d c o N�$v m d�ccmi 0 3m cQ m 2 � 0 25' 50' 100, SCALE IN FEET02 0 R O.O• 'n 3 c a h O U O• Z OV$ ^^N C q> a. m00 O 3i ^wO00a p eDO O�� � mN ne o � R W\ my c ^\� c� m oac c� y LA tea.c yl m 3 C N• N N• Q. � � U •� H F> NN / // NM. 2 w < •o m I g 11 / / / _ --- ------ ------- '�0 ----------- -------- I ---- — --- ------------- ----------- — ---------sue--- ------------3�----------- rd I I l l 1/� � Fr6.�G o/ g __ a6 IYv CHENEY DRIVE WEST I � ti •''•�� ( / i% \ .. N,89'2432•W 15 IE-v �v 17 fry 18 12�v Iry / \ LL �/� 5e5 p — 1 — i9 20 \ T�� \ v/ -81 pi 5 G� - Th \ Sta.22+48.16 10.21'Lt.Existing Manhole\ a ca to 5� Retain and Protect \ t •� 6m 5 Stu.23+10 49'Lt. Connect PI\ CL m g.e25c \ � to Existing Well/Pump �/ o LL a 01 tF- U •p'F itj N \ \ Install 8'PVC PI Mai 9'Lf. ,D-C ~_ UNPLAiTEDm . / N O / / / N � Q as i ��� i ', V AA ExistingSe�r hunk Line m r �, UNRLA iED 3 oN " 3..• \\ \ CO) T oa I �� V A fain and Protest c G.MARTENS `" o $ n u o.z `o^o •o " `�' .y a' G.MARTENS •� 7 o o coo c>roo L=387.78' F b o o + ad m c— R-500.00'�o T.MCBRIDE N m`" a c.. ,$ 3 O o o u N o ^ 3 3 o y D=44'26'11•`m .r ro• v o �_ o o m a o c' m$ `o v1 SAP 1E MAY,2018 + O O m O b^ 3 h H H AS SHOWN ND N N'� — Uhl- N 3 W V�1 H VlQ ti W Rev.f0/1118 fcm-PI 1/09/19 fcm-Sewer 0 Park "" 161-17 MOP s}I�IO M V N 01 °O h O O O O O O O O O O O O O O O N all�nI 11II C . InI . 0 . 11II -I . I . I hI I . 1 JhI 11 11 1111 In IC C U- U - �OF o vOi o h O > > R d d > + t t u + + + + + + + - ap N O O OO O 00 N +. 00 h N h 3760 : : " : : _ _ 3760 S +2.86% a .100'.VC. S__ c ..... - TOP OF ASPH LT AT CL _ 375551X + EXISTING T.GROUND 0 CL 3755 200 VC g S=-0.20X 3750 _ 3750 Y 3745 : : : : 3745 d. o+ RO ELEV.Q DR HOLE Exist! Sewer Trun line(Verify) ^ L GROUND WATER EL . Q DRILL HOLE_ O 3740 : : : : : : : : : : : : : : 3740 EXIST.30"PVC SEWER O xisting Stub-Not Used f ` O e_ al A Built Jul,)�, 2020 \ m 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00. 18+00 19+00 20+00 21+00 22+00 23+ Sheet 8°f 14 Sta. 18+70.31 6.34'Lt. Sta. 19+19.82 7.62'Lt. 0 25' 50' 100' V m z o 'g $g 'a g g ^2 ;`" n' - ►$ $ �- Install 22.5'& 11.25'Elbow Install 22.'& 11.25'Ebows SCALE IN EET C d a We 1 S S\� I 'n I c a.0 O o I S N 3 N.O� o N•CC Y II 3 m W o N ^ \r 2 H a c R Lot 2, W H ti W g W&Thrust Block per SD-403 &Thrust Block per SO ^N me Lot \ s o II1 Lot28 S � � m C 2S Lot I IX ��+ `e I rd oom o eo .x I�� ao.- \ v°.g1 'G y e ,^„ v�'!I`�' L=14&40' I I C m ,a + d o m e^ 2 R=100.00' I I _ 2 I c> \ \ y I v ^ •�, c i rn \ 1'-'= ti n o D=85'52'S0"I ^I Ol + p n e NN �� H I I timo w t� w\S 0 03 i S \ Lot \ Lm _ m L=11&43' m /� Install 6"PVC PI k! �- \\\\ 16 _,___ 1 41 Rt. -We PI oQ \ \\\ per PipsVgsecs. ' / / \\ Lot 29 � PRIVATE BRIDGE Sta. 11+64.4 4' t./Exbfin Man\ J / / �p _ LOT OWNERS Refainhnd/pro ct L=3741'Adjust Rim \Jl LL Q R=200.00' C/) 7 `Rt. D=106'24'06" Lot 30 a Sta. 10+6.4 141Y Rt.Install 6" 2 C m 0 Tee w//3)R.W,,Gate Valves and UNPLATTED •� of v Vast Block per SD-403 m Q` w E cn N 0 vJ a LL c / \ m � r 3 UNPUTTED v o v r_ q 'do m 2 ooio a m o ,b m m j Q "J`o" n c o c w c c rx°"rn•� c ��2 \ \\\ � � c4 �M rs coi G.MARTENS o:rn �'ro c fib+ ;" ...._•I e $ '� 3 - `•� o: '6�^ 2 I 2 'o & m ^H a I G.MARTENS `•'G N M q O N ^ - b 2 q N y b U'O O C C G ca O N h N N N h I.MCBRIDE E poe^S€3 +Me0popp 1oN ^ OO + ooNa 12 L + t t c ,rci c c ,o d o 2 0 0 3C AS SHOWN N S^N^N N W C oo H.- h a m In Ci V N G h Vi N N C Rev. 10/f 1/18 fcm-PI I/09/19 tcm-Sewer a Park °M0'N0' 161-17 MOP t0 •p N O © 10 f N O W ID N o °p b `•h 'V V �F O q b �! q 1� h M O o�0p0p t(pOp 'c�Ypp N q I-z h b I� e0 h h h � h •qV qY `qC `qf •qf •F V `f � V O I.: ^V II II II 11 II II II II II II 11 11 11 11 II 11 11 11 �I �1 + h O + O+ v0+1 S + y O h .+d. ry O h O + S h o h q O h p N N I n O q 3755 3755 TOP OF SPHALT AT C EXISTI iG NAT.GROU D O CL 3750 3750 5=-0.44% =+ -mnr 3745 3745 Existing Se or Trunkllne 12"C-900 C ulvert 5 R Nsr LP b (Ve fy) _ G0 8�PVC EWER 8 OPVC EWERr WER ca 3740 SS-0.40 b S S`. S=_ 3740 IL EXIST.30"Pv SEWER GROUND WAi R ELEV. 0 DR LL HOLE ROCK ELEV. DRILL HOLE O 3735 6 K AVAM� ay W a = 0 FRAL MR4 c CD a Nva-,r-ZPiv va an z o .wi q u •a N lf�F11 _ ✓a 3^ W Z ^W tilt Z...W fWil 2 ����pp I ,jplm'� ,� �j I�',��pU1E ___.. d E E ,}�E e E A U IN I III V � I uBh nevi BGuu m 'VIryN' V h 1Y5 A955 NCS A Ai S5 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Sheet 9 of 14 A ''F -� Ov a 0 o0p 3o pv 3 Mo YI 3 C I�R` 3 I I O a 0 0 c w C a I V V,.p I .p of p V 4J ti O m s s o o O Y C _ c m^ 0 25' 50' 100' �`" ` izmiy �N� ''tny yv 3 .°' E "'.- ?+o e �acmcj Sm =m = o Sm yd.� SCALE IN FEET CDOm oP-•� N m m ro o �O 0'a o wpp 3 � � vp v cli To +_ �N +Rt N 4— Y OO y._�O h 3v 3 v y d OO�i O 3.Op C ?ai tiO. E N O] ` Z O G M O N ro >vl +gip + gyp O +.per •�:3 y 2 > I In t ^f nl ++ m V L++ M a M M C 3 �++ to pp 3oa W N y m NN —pQ NWy NWV1 ubO N.- ' 3 ^n I �N W y �D) •� O C. O• O rn 5 inSds �Q n�n a — xo �� H Qo o mo ym oti nn .y Lu y q C V`I o� C N'V� a o y" Lot 12 Lot 30 111� P of 17 Lot 16 Lot 15 Lot 14 Lot 13 Lot 12 Lot 11 7+D.7t Lot 10 W w g — -- v Lot 13 / ' 42'39"E Lot 29 O T $' $'�I I \ /�/ Lot 14 // LL of 18 I I I Lot 25 Lot 17 I I L 16 Lot 24 Lot 23 I I I Lot 18 av) LL /J Lot 75 CL CD Q �- ccoi o 0 7v o o n m G.MARTENS M m & v & a vni 8r 3 e U L v " w G.MARTENS p b a M a tf p a M VN'p U N NV M nYx 3 i.MCBRIDE ti A ro+m v a+ my +� co> 'v ._ Ny N�� yo N3M ��° N MAY�2018 AS SHOWN o o y n� d roro d GG�� c o coo In off— e t o Y U y R y F In °1n=n t7 C_N 2 N f1 U 5 N d N 3 Ct U y 3 W N 1� N O_ Rev.f0/f7/18 km-PI 1/09/19 tam-Sewer 0 Park HQ 161-17 MDP h b ONi O O tOO l0 �c h v - v Mi OsF Obi N O N + p+j + O _ N O 3755 .a 3755 M N 3750 o TOP OF ASPHALT AT CL - F3750 EXISTI NAL GROUND 0 CL S=+0.20% 3745 / - 3745 7777 +1.14% . R lFab LTab ' 200'VC 7 PVC Sql CONST. 57LFa6 8 PVC EWER 8°PVC EWER CONS 58LF 3651fab 345LFab SEWER C ST.369ff 12" VC SEW R - - 3740 5-0.40 6 S— S=-. 12'PVC SEWER 3740 IL S=_ s =-0.3Xab S=+. . S-0.25% S=+0.23Xa6 O ROCK ELEV. DRILL HOLE 3735 *' GROUND WATER ELEV. 0 DRIIL HOLE .tic O O A! can 14 Mam �`bv� vv^c v My N �- W tWi12 W 2 N W Z N W dE cE cE >> dE eE N C vtC�S yC1S y`C�� a ZE y y 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 Sheet 10 of 14 av pia u.� coi o m -mov o c o.o.S. 2v :g.ea d mm mmm c V mp tW�0 -v[ a m y L W 0 A N � O G 0 N 0 M W 0 L C C v 0 25' 50' 100' oa o c c o c o ti co a 3 n o o c o 3 y iz c o o a 'u"yy c N^`w L U U '>p, J�-.• N O o U W mo SCALE IN FEET ^ c m `w v ro �'y ti c _'m m c' In m a c m a "'im "r°�°. f�1�0'w p tt-- n = s "� M•� �u C W.a �, j t t u pNY t a p3 m O U — @ L o opf O M V17 q y.I •- N� Z I�� U C O aMS W G 1 e0 3 i h$! mNN � L- m3 In `�� � 't m-. o ^ �+ c m � +,C c amL'i o CNc W + h Si Ory h 3 H Lu "s No rt4 W ES IY -- ———— -- — -- -- --- -- —————— —————- ------- ----- -------------------_.-. \ 1 Lot 11 Lot 12 t 13 Lot 4 \ \* Lot 15 LL a 0 CL 9 _ 1 if 13 N 892431 W 14 15 18 LO 10 t ? 17 M "� c"'. CL w lL lees N 243rtWee,W I I Lot 16 o m VJJa. e — Lot 9 G.MARTENS a u c c> o m o c� . T.MCBRIDE 3 .2 ..x N M 3 0 0 0 T.MCBRIDE MAY,2018 c 16 o e o ,o m c o c c AS SHOWN VI 6ZA U� d `�G N� N� N g N Im N� N 361 in W Rev.f0/17/18 km-PI 1/09/19 km-Sewer 0 Park "° 161-17 AMP p + + ;t + + n 3750 3750 TOP OF ASP IALT AT CL EXISTING T. GROUND CL 3745 - 30"MIN.COVER 0 R NEW SEWER3745 CONSF 32Pob '4Pa5kf 12 CONSiPb1 2-"-PVC ERS= 3S=+.28Xob S- Y 03 3740 S=+0.19%ab 27OLFab ° 3740 a. COMM 296kF 12"Mc SEWER ST.-i83Lf 12° C SEWER S=+O.23%a S=+9. S=+0.23Xc 5 3735 5=+0.24%o K ELEV. 0 DRILL HOLE 3735al V i - O 3730 U ," 3730 0) 3725 coo ® Uox ciox Uo co : oo'Mr 'O a a a jAc�4� kT. ^W0 213 d E (� 12 A OUR 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Sheet of TnN �m IL°`N `� mn� ,. �C d al C ,�;C.b N L i ~N I I .mG N W J A a Y C � o� ..�G ..�G —V�i t N U.mG G zi O -+ o d G "J oG a m 'd W 5 o q=Y V VA" o o C 0 15550' 100' n e n s 71 L° m S �} y M M M M y jn p, M G 3 o c G M M M .2O M M N N n0 O O 00 Of W M ro p C N 3 G Y ^ O^O -� O O W O SCALE IN FEET c o$ �` ig ^+ ^ v o ? N �' n — = Z. o :a w I: ^m N 'o m 3 v c� •Z t In c m m oo ao C j K oQ `^3 •6: £ `�" `o+'� 3 1Amm a 3`0`0 I E d m� e c •� ;z W-- ———————————— ---------- — — --� — -- �S o —------- d —————— \ ac I 0- M c / Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 \ $ W w / L=126.08' \ R=200.00' R a Lot 9 37*42 9 — 115 y H \ \ �// 10 ,. / \ IIA, /8 \\\ // / rn D — --- --- — -- ---- ——— ---- ---- --- y ^\ a �. \ •� oSv L=100.20' x N \ c > R=150.00, ♦ \ e H1 \ m aj D=38'18'06" \ \ E w Lot 2 \\ Intersection Station c(n m Lto L Lot 3 \ H2 Sta. 19+28.87 a Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 Sta. 17+30.52 > CD - Lot 11 C F— m ------- Lot 10 / �ry� / Q d,4 Id,4 I 4 Id.4 Id.4 Id.4 Id.4 Id.4 \ / Im Yii h pM h M 616 co 1 I I o Is n c m c y w N 'o N 0 5 0 0 > o a"rnn G.MARTENS T.MCBRIDE �M m ^m o m �MQ �� •"{C � p 3 N W m T.MCBRIDE $may M2 02 � 0, 2 ay m � t^� 3 � oa mmy ao2 �•8 N.$ a �m II oiM� n� MAY,2018 a m o+i-M w •L o m~ c 2 o scut AS SHOWN N 3m N W N W N W Sao N.-N N.-N 1%1��� N N W N Rev. IO0118 tem-PI cc��II p Cp O i/09/19 tcm-Sewer 0 Park "" 161-17 MDP Pz V �o eOppp M '^ ONi n h M Off b yyV�� yNy�•� uOy�•� ONpO ,yyO N II II II II II II drI II II 11 11 II II II II II 11 II 11 U V U U V U U C.t V U U U U Ct U U U U U U + N O h O h + + + + + + O o + O^O O, 3755 3755 3750 TOP OF ASPHALT A r CL 3750 S=_1 2% EXISTING NAT. GROUND 0 CL =0.42X 3745 r 3745 CONST. 58LFaD 56LFab Y 8"PVC S C ST.-62LE CONST ffif- VC SEWER 8"PVC SEWER 240LFob S_ CON T.-241LF 8"PVC SEWER 267LFc a S-+0. ab S-0.40Xab CONST. CONSi. b 6LFab 59 ab ].ILF.b 3740 S=-040Xab VC R CONST. CO T Ca 3740 S=g 4BX - ° S=0 40Xob 8"PV SEWER S=-O.OXab 55 g S=+. ab 5=+0. Xab 5 030x b 'mc LINE V O I � 0 0 0 0 0 c o ,Qe c c O1�p c CD V p. `�'oh_p V� V v Cp �'� �'� '�' V IN.G vv�� Lo �o 12 V M ,"OOWf M rnrn M`.!M^ M�h h M�M M M I-\. O • b .,,:yyy,"� ^ .,,yy{[`' H M M ^ 00 M M N M 'M N ,ry1j�,j, + u + 11, + 1 + II, a+on + u i Oy --W W 1 .•-W I I ...W I I W I I W I W I I W W I W I I L 2 N 2 N 2 N 2 N 2 N 2 N 2 N 2 2 N N W E > .Q E > > d E o f c E ,Q,E ,Q E > > E Q E NCB NL@5S N1rS� NC.SS v1�55 ND.'�� I/f��.S Nr�� N� g GZ NtESS 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 11+00 sne��12 14 UE IL � C< oa' `\� 0 25' 50' 100' m o o 0 m s a c> W o W o N a o m Q i 3 0 m s N O NN O `O a I�ir)N I�to N 01 M Q V`) o m N 0 h L"' SCALE IN FEET In m N — + + N + m `� i.o N3 m c0 N N N n N d '`' "O N N m N _ �H C IToo: O O g 0 O N O W O O G O - .�L LL 7 m H c'm H c'm N In 50'Access,Driveway,Drainage and Utility Easement = ,O ED 12'Edge Conc. 12'Edge Conc. m I � 12'Deep Borrow Area m Finished Grade W�Wq" 1.5% 1.5% 4.1 4,1 4:1 4:1 25` i L 6"Concrete Slab on 4"Comp.Gravel I Sta.22+35.29 1.15'Lt. N I Concrete Driveway Section \ Install 90'Elbow&Thrust I Not to scale Block per SO-403 I �I Sta. 19+91.00 8.5'Lt. Install 90'Elbow&Thrust Block f — ' ' I N = per SD-403 — s \ , Stu.22+35.29 1.85'Rt. I c t d Install 90'Elbow&Thrust Intersection Sta}(on I s s o Sta. 19+91.00 5.5'Lt. Install I I Block per SO-403 — C (t a i P at 90'Elbow&Thrust Block 2 I I 1 w5 Sta. 19+79.28 .� ai 32 per SO-403 I I / Sta.20+00.00 - —————— — c > N III III R==325.11 I ( I CL. y E(n _ 00' m =35941' Sta.21+13.29 30 Rt. C LL 0. 0. c m CD ID 3 I a ti� 11 I I m G.MARTENS I try I g I h c 01 T.MCBRIDE T.MCBRIDE I n n E MAY,2018 U °p Q eC AS SHOWN y Rev. 10/17/18 tcm-PI 1/09/19 km-Sewer 0 Park H° 161-17 MDP nrzri �I II Ivl ,II Iwl II Ivl II + + + + + + t 3755 3755 3755 Tot OF ASPHALT T CL KISTING NAT. ROUND 0 CL 3750 - 3750 3750 TOF OF ASPHALT T CL (STING NAT. 6 ROUND 0 CL S=-0.00x 3745 3745 3745 29LFob CON T.1447L ab. S 3740 CONSL 8"P CO - 3740 3740 a O 3735 y:+ V ROCK ELEV. 0 DRILL HOLE ;1 O ROUND WATE ELEV. 0 DRI HOLE fz 01 m o� C C 0 y O O m N •OV OV V11 :t it CIO . + 1 + 11 I + nl - oE II uly, 20210 of > AE FE Er -E B®II V 20+00 21+00 22+00 23+00 20+00 21+00 22+00 23+00 Sheet 13 of 14 Go 0 5' 10' 10' ewAr• [ SCALE IN FEET 2'- W o - - - - - - - - - - - - - - - yaV 1"Batter 1/4°R.� A� L aMo 1/4"R. W >a2 _ - PAVEMENT m + ■� > y N k 3 C •�1 OatA 2gtA __ CO 12 N cL 13 COMPAC7Q 3/4 GjtAt�E`SASE:_....._ 555n 1 A ON ,n .on Che Ddw Went w �- ...n.....,. .a.....,. \o ney COMPACTED SUBGRADE TO '`bip •,s�, --" 4jt, 95%STANDARD PROCTOR ip y ue L -- Relew Curb Detail (Match Exist) �v? NOTE:TRANSITION LIP OF GUTTER AT STANDARD ILLS. = C .� - -------"� CURB TIE-INS TO ACHIEVE RELEASE OF WATER. i DIy 57 ..... - W C� io O U Z 5Tb RAISED CURB I NO(RELEASE CURB) 1 16.5'EM.VEHICLE ACCESS,UTILITY AND SIDEWALK ESM'T 16.5'EM.VEHICLE ACCESS,UTILITY AND SIDEWALK ESMT ` 10 ip' 0 a7 CD 0 0 �a m o r2l 2% d C 10 L 4:1 _ m CL ai E CD 6'WIDE CONCRETE SIDEWALK 0-V J Nm ly m PER TFSD-709 8�J"AGGREG47E SURFACE m rZ c 0 3 COMPACTED SUB-BASE 0= F TYPICAL SECTION Typical 1/2 Roadway Drainage Scenario 95'Average Lot Frontage(See Calcs) -p Road EMERGENCY VEHICLE ACCESS/SIDEWALK �1� Roadway Drainage Calcs per Lineal Foot: .0 Q 19.Osf If Impervious: 1.6/12*.95*19.0=2.41cf N 15'UTILITY&DRAINAGE ESM'T. 25' 25' 15'UTILITY&DRAINAGE ESMT. 6.Osf/If Landscape: 1.6 12*.25*6.0=0.20cf 5' 10' 6' 4' 15' 15' 4' 6' 10' 5' Subtotal=2.61cf If Lot Storm Drainage CaiCS. 25sf/if Pre Devel Allowance 1.6/12*35*25 0=1.17cf CORRIDOR CORRIDOR - Total Road-I.44cf If Note: WL IOOYR WL 100YR Total Retained per Average Lot 357cf 357/70 5.10cf/If Drainage Runoff Factors: V1=1.6/12(A)(ROF) J WL 25YR ""'?.I. pX 2X �� WL 25YR f25yr Storm total Req d.=6.54cf If Impervious Areas Landscape Areas =0.25 Calculation assumes all storm water from 19. Year ImpervStormious: * * Pre-Development=0.35 lot and roadway are retained in swale 19.Osf/If Impervious: 2.2/12�95*19.0=3.31cf adjacent to roadway. 2 1 2 LANTMIX ASPHALT 6.Osf If Landscape: 2.2 12.25 6.0=0.28cf J4 .0 /° / Pe� _....................._..._.../-.._ typical Lot Drainage Scenario: STORM DRAINAGE REf.SWALE STORM DRAINAGE REF.SWALE Subtotal-3.59cf N 4'WIDE CONC.SW W/ 10�3"AGGREGATE AS 25 Year Storm: 6.54 CF/LF 0 1.19'DEEP THICKENED EDGE 6.54 CF/LF 0 1.19'DEEP 25sf/If Pre Devel Allowance: 2.2 12*.35*25.0=1.60cf Typical Lot 95x130'=0.29 Ac.-33%Impervious per CiF Memorandum 9.00 CF LF 0 1.47'DEEP COMPACTED SUB-BASE 9.00 CF LF 0 1.47'DEEP Total Road.=1.99cf N DO NOT SCALE DRAWINGS / / 95'x130'=12,350sf 2'x1'DRAINAGE GALLERY W/8"PERF. Total Retained per Avers a Lot=491cf 491 0=7.O1c If 12,350sf*0.33=4,076sf Impervious 1.6/12*.95*4,076=516cf CONTRACTOR SHALL VERIFY ALL PIPE=1.6 CF/LF 0 4°X KIDS INCL. 100 r Storm Total Re d.=9.00cf If 12,530sf*0.67=8,274sf Landscape 1.6/12*.25*8,274=276cf CONTHE DIOBNSITAND DIMENSIONS THE TYPICAL ROADWAY SECTION IN SWALE VOLUME TOTAL Totat=792cf ENGINEER OF ANY DIMENSIONAL Typical Roadway Drainage Scenario 25'=I 2 RW: ERRORS,OMISSIONS,OR DIS- Rasd.RESIDENTIAL,SIREM SoAk F-C YP Y 9 ( / I CREPANCIES BEFORE BEGINNING Typical Lot Frontage=95' Impervious Section= 19.5',LS=5.5' OR FABRICATING ANY WORK. 25'x95'=2,375sf 1,853sf Impervious 1.6/12*.95*1,853=235cf 15'UTILITY&DRAINAGE ESMT. 32'R/W 46'RIGHT OF WAY 15'UTILITY AND DRAINAGE ESM?. 522sf Landscape 1.6 12425*522= 17cf 10/17/18 Tam-PI �7.5' -7.5' 7.5' 6° 24' 24' 6" 8' 7.5' 6' Typical 1�12 Roadway Drainage Scenario Total=252cf �M. No Lot Frontage-Left of CL(Right of CL less-No SW) Sub Total=1,044Gf Roadway Drainage Calcs per Lineal Foot: WL 100 25 Yeat Storm, * Pre Development Allowance= 1.6/12*.35*14,725=687cf WL 25YR 30.5sf If Impervious: 1.6/12*.95 30.5=3.86cf 2X 2X 15.5sf/If Landscape: 1.6 1.2*.25*15.5=0.52cf total Retained per Lot=357cf 4.1 P L.Subtotal=4.3ticf N -I111 46sf/H Pre Devel Allowance: 1.6 12*.35*46.0=2.15cf Swale 0 Frontage=9.31cf per If 6 x11°CURB 3"PfANfMIX ASPHALT 6x12°CURB 25 r Storm Total Re d.=2.23cf N Typical Frontage=95'-15'for Driveway=70'Swale �C 100 Year Storm: 70'If*9.31cf=652cf Retention per Lot>357cf Typical Ret.Required. STORM DRAINAGE REF.SWALE 18.57 "AGCREG4IE BASE STORM DRAINAGE REI:SWALE �6' CONCRETE SIDEWALK 30.5sf/If Impervious: 22/12*.95*30.5=5.31cf �.° 2.56 CF/LF 0 0.80'DEEP 2.56 CF/LF 0 0.80'DEEP PER TFSD-709 15.Ssf If Landscape: 22 12*.25*15.5=0.71cf a } COMPACTED SUB-BASE / P -_. /_.. .._....._.-__ Typical Lot Drainage Scenario: 3.09 CF/LF 0 0.88'DEEP 3.09 CF/LF 0 0.88'DEEP Subtotal=6.02cfj f00 Year Storm: 14.06 CF/LF 0 1.88'DEEP 14.06 CF/LF 0 1.86'DEEP 46sf/If Pre Devel Allowance: 2.2 12t35*46.0=2.95cf Typical Lot 95x130'=0.29 Ac. -33%Impervious per CTF Memorandum „�a�TN ER• 100yr Storm Total Re d.=3.O6cf If 95x130'=12,350sf �4Np TYPICAL ROADWAY SECTION 12,350sf*0.33=4,076sf Impervious 2.2/12*.95*4,076=710cf C c"T ERFO PG Roul CHENEY URNS Sole P$ 12,530sf*0.67=8,274sf Landscape 2.2 12'!.25*8274=379cf 9� Tota1=1,089cfLL j 3 c r' Typical Roadway Drainage Scenario(25'=1/2 RW): Typical Lot Frontage=95' Impervious Section= 19.5,LS=5.5' J lgTE f0 0 15'UTILITY&DRAINAGE ESM'L 38'RA 52'RIGHT OF WAY 15'UTILITY AND DRAINAGE ESMT. typical 1/2 Roadway Drainage Scenario w/Landscape Island 25x95'=2,375sf -7.5' -7.5' 7.5' 6" 24' 6' 6' 24' 6" 8' 7.5' 6' o Lot Frontage-Lef of CL(Right of CL less-No SW) 1,853sf Impervious 2.2/12*.95*1,853=323cf UFILIIY CORRIDOR Roadway Drainage Calcs per Lineal Foot., 522sf Landscape _2.2 12*.25*522=24cf 0) G.MARTENS 25 Year Storm: Total=347cf 32.5sf/U Impervious: 1.6/12*.95*32.5=4.11cf s°" T.MCBRIDE WL 100 Sub Total=1,436cf WL 25YR 19.5sf/U Landscape: i.6/12*.25*19.5=0.65cf U 19 2% Subtotal=4.76cf N Pre Development Allowance= 2.2/12+.35*14,725=945cf """ T.MCBRIDE 4:1 52sf/If Pre Devel Allowance: 1.6 12*.35*52.0=2.42cf total Retained per Lot=491c/ h REM I 25 r Storm iotaI R d.=2.34cf If 100 Year Storm: APR.,2018 6xl2°CURB LANDSCAPE ISLAND 3"PLANTMIX ASPHALT 6 xl2"CURB 32.5sf/If Impervious: 2.2/12*.95*32.5=5.66cf Swale 0 Frontage=9.31cf per If STORM DRAINAGE REF.SWALE 18.5" AGGREC47E 845E STORM DRAINAGE RET.SWALE 6'WIDE CONCRETE SIDEWALK 19.5sf If Landscape: 2.2 12*.25*19.5=0.89cf Typical Fronts a=95'-25'for Drivewa=70'Swale � *� i" / P �_ YP 9- Y- O As SHOWN 2.37 CF/LF 0 0.77'DEEP 2.37 CF/LF 0 0.77'DEEP PER TFSD-709 Subtotal=6.55cf If 70'If*9.31cf=652cf Retention per Lot>491cf Typical Ret.Required.COMPACTED SUB-BASE P YP 9 3.24 CF/LF 0 0.90'DEEP 3.24 CF/LF 0 0.90'DEEP 52sf/If Pre Devel Allowance: 2.2/12*.35*52.0=3.34cf 161-17M0P 14.06 CF/LF 0 1.88'DEEP 14.06 CF/LF 0 1.86'DEEP 1100yr Storm Total Req d.=3.21cf If N " TYPICAL ROADWAY SECTION V= ISLAND J S I IRout �p CHBNEY DRNB B.: uit YI it co ® IYDBuei Sole PCB' A � 0 Shee1414