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HomeMy WebLinkAboutPillar Falls Plaza, a PUD (Phase 1)- Approved Const. Plans, 5-10-2018 GENERAL NOTES: COYIStrZIClZOYIDrawings For SHEET INDEX: I. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANSSTAMPED BY THE ENGINEER N7H AN APPROVAL DESCRIPTION STAMP BY THE CITY AT THE WORKSITE 1.ALL CONSTRUCTION SHALL CONFORM TO THE 2017 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TITTLE SHEET RECEIVED ITN 0 N o TWIN FALLS REVISIONS TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,AND ALL OTHER LOCAL,STATE AND FINAL PLAT V1.07 FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. MAY t O YOiH 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM PILLAR F A T�S P , P rJ D MASTER UTILITY PLAN C1.01 ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND L l SITE PLANS cmoPrwincuis va o ALL WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE Eno%0-04%DEPT C2.01 & C2.02 1�RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY GRADING PLANS C3.01 & C3.02 4)o w THE PERFORMANCE OF 7HEIR WORK.SUCH MATERIAL SHALL BE PLACED IN A RAWSTER OR SIMILAR DEVICE PROVIDED UTILITY PLANS C4.01 - C4.03 BY THE CONTRACTOR E TRANSPORTED FROM NT THE JOB-SITE SEWER PLAN & PROFILES C4.04 - C4.07 4. RECORDED AND/OR FLED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PRO�E'CT.IT IS THE CONTRACTORS � RESPONSIBILITY TO PROTECT AND/OR HAW REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. 11 SITE DETAILS C.0 7 5. CONTRACTOR SHALL SURFACES TPROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION Twin 12 Falls,S, Idaho UTILITY DETAILS C5.02 AND RAC OR SURFACES 70 PND SO FOR PROPER DRAINAGE AND INGRESS TE EGRESS ND TQ SAID SUI CONSTRUCTION. IRRIGA71ON STORAGE CELL (ENSIGN POINT PUMP STA. EXPANSION) C5.31 6. CONTRACTOR SHALL REMOVE AND SCRs ALL ON-SIZE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL - WHERE DESIGNATED ON THE CONSTRUC7ION PLANS AS REQUIRING FILL MATERIAL FILL SHALL BE PLACED AND COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER:ALL STRIPRNGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE AT THE CONTRACTORS EXPENSE.7. DATA:EXISTING UTIU71ES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SITE Ol SHALL BEAR FULL SHOWN RESPONSIBILITY THE FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY IIUJ� �329S���� ���' ����-��� _ FOR UTILITIES NOT SHOWN ON THE.PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS THIS INCLUDES ALL JOHN 417E SIGN POINT PUMP STATION ENSIGN POINT PULP SERVICE LATERALS OF ANY KIND. "ONE:ED 833M ;THROUGH ALL BE EXPANDED TO FACILITATE THE m 8. POWER/LIGHT POLES AND/OR OTHER EXISTING FACIII7ES NOT IN PROPER LOCATION BASED ON PROPOSED - REP. ROBERTS IMPROVEMENTS SHALL BE VERIFIED PRIOR 70 COMMENCING WORK. REP.: (B R 404-4653 9.AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF FNGINUfR FHM ENGINEERS,ING S7DRIAWATER: ER FOR PROTECT SHVJ.SE DETAINED CONSTRUCTION CALL DYING U LI HOURS PRICK i0 COMMENCING WORK. 621 N COLLEGE RIB.,SUIT TOO SITSrTE 10.MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS } { TWIN FILLS,E 83 D., SEWER: OFFSTE LIFE STATION BY 11.THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXIST. E REPAI ED FROM.DAMAGE AND ALL Approved fo _ tructlon�l�.Le. (�)734-4888 WITH AawCE�NT DEVflAPER. SUCH AC17OVDAT TH EXPANSE BY THE CONTRACTORS OPERADONS SHALL BE REPAIRED TO THE ENGINEER'S uAt CONTACT.•IN VAWSER WATERSATISFACTION Ai THE IXPERSV OF THE CONTRACTOR. EXISTING USE VAGNT SETBACKS G AND YARD SEISM WILL BE IN 12 ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PUNS UNLESS AUTHORIZED,IN WRIRNa BY THE ENGINEER. PROPOSED USE COMMERCIAL/ WITH 1}E CURRENT 00TF. la IDAHO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(OEQ)APPROVAL PRIOR TO CCNS7RUOTION. MAY 1 O 2018 - PROPOSED ZONE C-1,P.U.D. WDRYANCES AND P.U.D.AGREEMENT IT IS THE CONTRACTOR'S RESPG4SIBIUTY TO INSURE COMPLIANME. EASEMENTS: S DEPICTED ON FINAL PUT OR RECORDED BY 14.ALL APPROACH RADII ARE TO BE 20'TO FACE OF CURB UNLESS OTHERWISE NOTED.RETURN RADII AT CUDESACS ARE PROPOSED ZONE NO CRINGE/� } AB47E DI LMENT FOR UTILITIES AND ACCESS TO BE 20'TO FACE OR CURB.ALL VALLEY GUTTERS ARE TO BE 6'WIDE UNLESS OTHERWISE NOTED. Cif Engineering Dept v NO REQUESTED ��DATED WILL BE CENTERED IN A 15.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTAL FEET 5•WOE EASEMENT. OF CLEARANCE FROM FINISHED UP OF GUTTER. : ER PLO AGREEMENT 16.PIP 7AENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY NTH THE AFOREMENTIONED SLUDIVISON AREA: 21.61 AM LANDSCAPING UTILITIES. DOWPPOWERIINTERMOUNTAINERYOUN STANDARDS. � 17.IT IS THE CONTRACTOR'S RESPONSIBILITY 7O FILL OUT AND SUBMIT A NOTICE OF INTENT(NOQ TO EPA AND HAVE A IIARATE DOCUMENT FOR UI)URES AND ACCESS COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOHSITE PRIOR To CONSTRUCTION.SEE WEBSIIE S WILL BE PRNAIE OWNED AND http://ctpub.epagov/npdes/stormwater/cgp.cfm.OUESTIONS REGARDING THIS REQUIREMENTSTREETS.MAY BE REFERRED TO STREETS THE H04. ^ FALLSMISHA VAKOC OF EPA AT.• (206)553-6650.CONTRACTOR TO SUBMIT COPES OF DOCUMENTS TO THE CITY OF TWIN IDAPA 58.01.08.542.07 - SEPARATION OF WATER MAIN DISINFECTION NOTES: PHASING 11 PSING AS DEPICTED IS SUBTECr 70 CHVNGE IS.DEVELOPER WILL PROVIDE ONE SET SE CONSIRUCTON STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED POI'�LL.,' USERS ARE WMnED.UTILITIES IN THE NORTH WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ,NON-POTABLE,AND RAW WATER PIPELINES A. CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS: RTKW OF PHASE 2 WILL BE INSTALLED IN PH 1. C 19.TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF THE O7. A R P THE REQUIREMENTS 1. PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN C� CONTRACTOR. O CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROEC7 ENGINEER PRIOR 70 FOR THE PROTECTION 0 P TAB MAINS OM CON gMINATION BY NON-POTABLE PIP LINES ARE DESCRIBED ALTERED,EXTENDED OR REPAIRED BEFORE USE w COMMENCING NORIK. IN SUBSECTIONS 542.OZc. THROUGH 542.OZc.FOR THE PURPOSES OF SUBSECTION 542.07, THE TERM 2. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR IF PIPELINE'APPLIES TO BOTH MAINS AND SERVICES. THE DEPARTMENT WILL USE THE MEMORANDUM OFMETHOD IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE PRESCRIBED IN ^V tV UTILA 1 1ITV SERVICE NOTES: UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE IN DETERMINING THE RELATIVE RESPONSIBILITIES NFPA 24 FOR FLUSHING OF PIPING.FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UN71L DIRTY (y 1. ALL WATER AND P.I.SERVICE LOCATIONS TO BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED GRADE FOR POTABLE SERVICE LINES. THE DOR RECONSTRUCTED S SUBSECTIONS 5 PRIL 1 AND 542.D W SHALL APPLY TO WATER DOES NOT APPEAR AT POINTS OF OUTLET .ALL POTABLE SERVICES CONSTRUCTED IE RECONSTRUCTED AFTER WATER RIL E ROOT AND WHERE THE 3. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR,IF i0 STATIONS,OFFSETS,AND ELEVATIONS SHOWN. WHERE OFFSETS ARE NOT OVEN THE CONTRACTOR SHALL INSTALL DEPARTMENT OR THE QLPE IS THE REVIEWING AUTHORITY RAW WATER PIPELINES MUST BE PROTECTED FROM W THE WATER OR P.1.SERVICE BOX SO THAT THE FACE OF THE RISER IS LOCATED 12"TO 18"FROM BACK OF SIDEWALK. CONTAMINAT(N FROM NON-POTABLE PIPELINES,AND MUST NOT CONTAMINATE POTABLE PIPELINES. THEY METHOD IS NOT PRESCRIBED BY AUTHORITIES HAVINGJURISDICTION,USE PROCEDURE DESCRIBED IN ALL SEWER SERVICES TO BE INSTALLED TO STATIONS AND OFFSETS SHOWN. SHALL THEREFORE MEET EQUIVALENT SEPARA77ON DISTANCES SHOWN BELOW FROM EITHER POTABLE OR AWWA C651 OR DO AS FOLLOWS: , 2. ALL SEWER SERVICE SILOS SHALL BE LOCATED WITH A•Y FENCE POST,PAINTED GREEN.SERVICE STAMPS ON CURB NON-POTABLE PIPELINES. (4-4-13) a. FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS PPM OF CHLORINE, ISOLATE AND ALLOW TO STAND FOR 24 HOIURS. o. PARALLEL INSTALLATION REQUIREMENTS (5-8-09) b. AFTER STANDING TIME,FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHORINE REMAINS VICINITY SKETCH: WATER NOTES: I. POTABLE MAINS MAINS IN RELATION TO NON-POTABLE MAINS. (5-8-09) IN WATER COMING FROM SYSTEM. I. ALL CONSTRUCTIONc. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AN AUTHORIZED LAB FOR TESTING HAVING AND MATERIALS SHALL BE IN ACCORDANCE WITH MEN STATES S1D•S,THE 2017 DAHO STANDARDS JURISDICTION,ONE SAMPLE AFTER FLUSHING AND A SECOND ONE 24HOURS AFTER FIRST SAMPLE n.t.s.FOR PUBLIC WORKS CONSTRUCTION, THE UNIFORM PLUMBING CODE,THE CITY OF TWIN FALLS AND ALL OTHER (1) GREATER THAN TEN(10)FEET SEPARATION: NO ADDITIONAL REQUIREMENTS. (4-4-13) IS COLLECTED.REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF APPLICABLE AGENCIES UNLESS OTHERWSE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE (2) TEN gl0O FEET TO SIX(6)FEET SEPARATION: SEPARATE TRENCHES, WITH THE BOTTOM OF CONTAMINATION. AWARE OF THE CONTENTS Or THESE STANDARDS. THE POTABLE MAIN ABOVE THE TOP OF THE NON-POTABLE MAIN,AND NON-POTABLE MAIN CONSTRUCTED B. PREPARE REPORTS OF PURGING AND DISWFEC17NG ACTIVITIES. PPOfEC to 2. NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH WITH WATER LINES WITH POTABLE WATER CLASS PIPE 3. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. FLUSHING NOTE. FLUSHING SHALL OCCUR FROM THE NEAREST FIRE HYDRANT AND BE CARRIED IN A FIRE n 4. ALL WATER MAIN SHALL BE AWWA C900,CUSS 150 PIPE AND DISINFECTED INACCORDANCE W/AWWA SPEC.C-601. (3) LESS THAN SIX((6j FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA i0 THE HOSE INTO A NEW RETENTION BASIN OR DRAINAGE SWALE OR DISPOSED OF IN A WATER TRUCK TRANSPORTED SNAKE "V 5. COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM INSTALLATIONS, DEPARTMENT FOR REVIEW AND APPROVAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH OFFSITE TO AN APPROVED LOCATION. UNDER NO CIRCUMSTANCE SHALL FLUSHING WATER BE ALLOWED TO � CANYON INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/61.INCORPORATED MATERIALS SHALL AND THE ENVIRONMENT,NON-POTABLE MAIN TO BE CONSTRUCTED OF POTABLE WATER CLASS PIPE,AND ENTER WATERS OF THE US. ,P N ALSO COMPLY PITH LOW LEAD RULES AND CONTAIN LESS THAT OR EQUAL TO 0.25 PERCENT LEAD BY WEIGHT. WITH THE BOTTOM OF THE POTABLE MAIN ABOVE THE TOP OF THE NON-POTABLE MAIN. (4-4-13) 6. PLACEEDIN TH OF FINISHED TMSAN COVERAVER BELOWW�SHEE-MAINSDA ESER.E POSSIBLE W NO CASE SHALL ANY WATER MAIN BE (q) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS LEGEND: 7. ALL WATER AND NON-POTABLE MAINS SHALL HAVE A MIN.OF 10'HORIZONTAL SEPARATION.ALL WATER AND POTABLE MAINS. (3-30-07) PROPOSED EXISTING NON-POTABLE MAIN CROSSINGS SHALL MAINTAIN 18"MIN. ART.SEPARATION CR NON-POTABLE MAINS SHALL BE (5I PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED DINS OR LINES CONTAINING PROPERTY BOUNDARY INSTALLED PER MAINLINE SEPARATION!DETAIL SHE.C502.INSTALLATION ORDER SHALL COMPLY W11H NOTE NCI, 7 FOR NON-P, FLUIDS SHALL BE N0.CLOSER HORIZONTALLY THAN TEN(10I FEET FROM POTABLE MAINS. ROADWAY CENTERLINE POLE t1NE RD.E. SANITARY SEWER NOTES. (4-7-11) EASEMENT LINE -------------- --_-______ B. ALL GALE VALVES SHALL BE RESILIENT HEDGE-AWWA APPROVED. 9. GATE VALVES ADJACENT TO TEES AND CROSSES SHALL BE FLANGE X MJ FITTINGS UNLESS OTHERWISE SHOWN.ALL H. NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE WATER LINE e'w W TEES AND CROSSES SHALL HAVE FLANGED FITTINGS WHERE GATE VALVES ATTACH UNLESS 07HERMSE SHOWN&MJ - SERVICES IN RELATION TO NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES W RELATION TO SANITARY SEWER LINE _e'SS z EY R. REN510N5 FITTINGS FOR PIPE ATTACHMENTS POTABLE MAINS. - (5-8-09) STORM SEWER LINE e'.,,. -----sD----- g t/tt/sote 10.ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LDS SHALL BE OF MATERIALS AND CONSTRUCTION APPROVED BY THE PRESSURE IRRIGATION LINE 4'Pi PI m Z CITY OF TWIN FALLS FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE NSF CERTIFIED PRIOR TO (1) GREATER THAN SIX(6)FEET SEPARATION: NO ADDITIONAL REQUIREMENTS B alY RENEW COWEN75/IASED ON GRAVITY IRRIGATION LINE B•a IRK w INSTALLATION. SEPARATION DISTANCE. (5-8-09) CABLE TV LINE -Ty- - cniv J z o z 11.CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE.TEST AND DISINFECTION AS REQUIRED BY FIBER OPTIC LINE - -F/o- - -F/o- - FO _ d STANDARDS. WST2) LESS THAN SOX IC FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA THAT THIS TELEPHONE LINETIO -T- T z 6 12.CONSTRUCRON SHALL NOT INTERRUPT SERVICE, M7HOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION. CONSTRUCTED WILL PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AND NON-POTABLE SERVICE OVERHEAD POWER LANE OHP wp CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE 94STALLED M714OUT AGENCY REIMBURSEMENT.ANY CONSTRUCTED WITH POTABLE WATER CLASS PIPE. (5-8_09) � TEMPORARY SERVICE FEED MUST HAVE PRIOR AGENCY APPROVAL (3)_ NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS UNDERGROUND POWER LINE - -P- uGP i PPO GAS LINE -c- - c 13.1WATER RAMS SHALL BE TESTED FOR PRESENCE OF COI.EORP BACTERIA PRIOR TO BEING PUT INTO SERVICE. NON-POTABLE MAINS OR NON-PO7ABLESERVICES. 5_8-09) - z 14.1THRUST BLOCK BEARING AREAS SHALL CONFORM TO THE LATEST ISPWC STANDARDS AND SPECIFICATIONS.(RE ISPWC STANDARD CURB&GUTTER STD.DWG.SD-403) b. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER ROLLED CURB&GUTTER MAINS OR SERVICES. (4-4-13) SIDEWALK PRESSURE IRRIGATION&IRRIGATION NOTES: EDGE OF ASPHALT - EA I. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION N7TH THE POTABLE SEWER SERVICE 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN THE ACCORDANCE INF THE THE INN F STANDARDS FOR PUBLIC WORKS -'WATER PIPELINE ABOVE THE NON-POTABLE PIPELINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR WATER SERVICE CONSTRUCTION,THE UNIFORM PLUMBING CODE, THE CITY OF TWIN FALLS, THE INN FALLS CANAL COMPANY AND ALL AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE (4-7_71) OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IRRIGATION SERVICE BE AWARE OF THE CONTENTS OF THESE STANDARDS ii. IF THERE IS EIGHTEEN(18 INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE CLEAN-OUT GO O $ 2 REFER TO THE CITY SE TWIN FALLS LATEST EDITION SE PRESSUREIRRIGATION SYSTEM DESIGN STANDARDS AND WATER PIPELINE BELOW THE NON-POTABLE PIPELINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR BLOW-OFF ASSEMBLY eo O Boo ABBREVIATIONS: DO NO7 SCALE DRAWN CON SPECIFICATIONS FOR INFORMATION NOT SHOWN IN THESE PLANS AS POSSIBLE FROM THE NON-POTABLE PIPELINE,AND THE NON-POTABLE PIPELINE MUST BE SUPPORTED AIR-INJECTION ASSEMBLY Al O - Al o - CONTRACTOR SHALL YFAMFY 3. ALL PRESSURE MIGATION PIPE SHALL BE PVC ASIM 02241(SDR-PR)GLASS 200,SOR 21 OR BETTER. THROUGH THE CROSSING TO PREVENT SETTLING. (4-7-11) FIRE HYDRANT AS AS-BUILT CONDI71ONS AND DMENSIONS T 4. UNLESS SPECIFICALLY NOTED OTHERWISE ALL GRAVITY IRRIGATION PPE LP TD 15"SHALL BE PVC ASTM D3034 SOR35, { Q PC PONT OE CURVATURE THE doe sne AND NOTar III. LESS THAN EIGHTEEN SEWER MANHOLE AOD'L ADDITIONAL. PI POWs OF INTERSECTION AND GRAVITY RRIGA710N PIPE 78'TO 48"SHALL BE PVC AS7M F679 PS46. (78)INCHES VERTICAL SEPARATION: (5-8-09) APPR.A.A APPROACH PIRR ar R PRESSURE IRRIGATION ER RR RS, per!z IS_ 5. ALL GRAVITY MAILS,INCLUDING IRRIGARON MAWS,SHALL BE LAID�BY THE CONTRACTOR i0 AVOID POSSIBLE IRRIGATION BOX ® ® BM BENCH MARK POC POINT CN CURVE cREPANaEs BEFORE BEGwM CONFLICTS W17H PRESSURIZED MAINS (1) POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE; CATCH BASIN ® ® CB CATCH BASIN PT POINT OF TANGENCY OR FABRICATING ANY WORK 6. ALL NON-POTABLE AND POTABLE MAINS SHALL HAVE A MIN.OF 10'HORIZONTALS SEPARATION.ALL NON-POTABLE AND AND EITHER: (5-8-09) CURB INLET ® ® CSU CLUSTER BOX UNIT RP RADIUS POINT srAtw POTABLE MAIN CROSSINGS SHALL MAINTAIN 18 MIN. VERT SEPARATION OR NON-POTABLE MAWS SHALL BE INSTALLED VALVE N CL a t CENTER LINE Ri RI(IHT PER THE REQURAIENTS AS SHOWN.INSTALLATION ORDER SHALL COMPLY NTH NOTE N0. 7 FOR SANITARY SEVER GAS METER COIF CITY OF INN FALLS REDID REQUIRED NOTES. (a) NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CLASS PIPE FOR A MINIMUM (S TELEPHONE RISER CT CONSTRUCT RW RESILIENT WEDGE 7. PIPE LOCATING WIRE AND IDENTIFYING TAPE SHALL BE INSTALLED N1TIi ALL PRESSURE IRRI �4�yONAE OF TEN(10)FEET EITHER SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION OF ON ROW a R/W RIGHT OF WAY CATO4 MAWS LOCATING WELL WIRE AND TAPE SHALL BE INSTALLED PER ISPWC SECTION 901 IN ADDITION TO THE CITY OF TWIN FALLS PRESSURE POTABLE WATER CLASS PIPE CENTERED ON THE CROSSING; ORCY CUBIC YARD (5-8-09) POWER POLE .W ® OW a D/W DRIVEWA SF SQUARE F007 c S SLOPE IRRIGATION STDS ALL MAIN-LINE PIPING AND APPURTENANCES SHALL BE IN ACCORDANCE NTH THESE STANDARDS. (b) SLEEVE NON-POTABLE OR POTABLE PIPELINE V47H POTABLE WATER CLASS PIPE FOR TEN GUY ANCHOR T E- EA a NG EDGE C ASPHALT ED �SEWER 1�1'L�Q�Y SANITARY SEWER NOTES: �10)FEET EITHER SIDE OF CROSSING.USE OF HYDRAULIC CEMENTITIOUS MATERIALS SUCH AS CONCRETE, a EL a ELEV EDGE OF SS SANITARY SEWER/SEWER SERVICE ONTROLLED DENSITY FILL, AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR STREET UCHT STA STATION 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACIXRDANCE WTN TEN STATES STD'S, THE 2017IDAHO STD'S.FOR SIEEVWG. # 0- FOC FACE OF CURB STD STANDARD �(5-8-09) MAILBOX o. FHYD a FH FIRE HYDRANT �L1 PUBLIC WORKS CONSTRUCTION, THE CITY OF THIN FALLS AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE IBM 7E14P(RARY BENCH MARK SHOWN,IT SHALL BE THE RESPONSOUTY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STDS. 2 I'POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE THE NON-POTABLE PIPELINE SECTION LINE _ FG FINISHED GRADE TA TOP OF ASPHALT 2. SEWER MAINS(NAY TO BE LAID INSEWER TRENCHES. MUS ALSO BE IF THROUGH THE CROSSING TO PREVENT SE7TLI(dG. (5-8_09) SECTION QUARTER LINE FL FLOW LINE GB GRADE BREAK 7CC 7pp OF CONCRETE �o� 3. ALL LATERALS TO BE LAID AT NOT LESS THAN THE MINIMUM SLOPES AS SHOWN IN THE AFOREMENTIONED STANDARDS SECTION SIXTEENTH LINE -__ G a OYRIt GRADE IRRGATION IBC, 70C, IC TOP OF CURB OVERT,HIGHSACK,STD) - 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION AS PER THESE PLANS.ANY ADDITIONS, N. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING SET 5/8"x 24"REBAR&CAP(LS_) TNT INTERSECTION RIC TOP OF ROLLED CURB DEsto.NON-POTABLE FLUIDS SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN(18)INCHES FROM POTABLE SET 1/8 x 24'REBAR&CAP INV INVERT TRANS TRANSITION M.L e DELETIONS(R CHANGES SHALL FIRST MEET WITH THE CE WITH APPROVAL. THE CONTROLLING AGENCIES MAINS. (LS_) 5. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE W11H STANDARDS. (4-7-11) FOUND 5/8"REBAR&CAP RR IRRIGATION/IRRIGATION SERWCE T� TMCAFLALLS CANAL COMPANY DRAWN M L 6. ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OUT OF ASIM 3034-89,STIR 35 PVC PIPE 0 ISPWC IDAHO STANDARDS FOR PUBLIC C. EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS,EXISTING FOUND 1/2"REBAR&CAP o WORKS CONSTRUCTION VG Ey DATE 4/20/20 7 7. A MINIMUM OF 5 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR SENER MAINS LOCATED ABOVE PRESSURE NON POTABLE RVICES INRELATION TO NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN FOUND BRASS CAP LF LINEAR FONTGLITTERIRRIGATION PAINS AND Fly INSTALLATIONS WHERE AN 18 INCH VERTICAL SEPARA TIOI4 IS AVAILABLE A 3 FOOT RELATION 70 NE NON-POTABLEASERWCES SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., 0 VPC VERTICAL POINT OF CURVATURE AS SHOWN HORIZONTAL SEPARATION IS ALLOWED IF THE SEWER MAIN IS INSTALLED BELOW THE PRESSURE IRRIGATION MAW.AT WHERE PRACTO BASED ON COST, CONSTRUCTION FACTORS, AND PUBLIC HEALTH SIGNIFICANCE.IF FOUND ALUMINUM CAP _ m LT �OF GUTTER scatE CROSSINGS THE ORDER OF THE DEPARTMEN VPI VERTICAL POINT(>F INTERSECTION MAWS FROM LOWEST TO HIGHEST ELEVATION SHOULD BE AS FOLLOWS: SANITARY SEWER DETERMINES THAT THERE ARE SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES, VPT VERTICAL POINT OF TANGENCY MAIN,PRESSURE IRRIGATION MAIN,AND THEN POTABLE WATER MAIN.A MINIMUM OF 18 INCHES VERTICAL SEPARATION SUCH AS WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER, MH MANHOLE M. WATERLINE DWG.No. C 074-76 SI BETWEEN EACH OF THESE ( THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 54207.6. N/'. NOT APPLICABLE WM WATER METER UTILITIES SHALL BE PR0V1�D(OUTSIDE PPE i0 OUTSIDE PIPE).E 18"VERT.SEPARATIO N IS (5-8-09) NTS NOT AP SCALE SHEET NOT POSSIBLE,SUPPORT TO PREVENT SETTLING AND INSTALL PER WATER SEPARA71ON NOTES C0.01 O rn M O •U � �Uy1 J o a E� r A N z �w 1-I o 3 lu a P.9 F � yti � c a x= r w� W= U N46'06.27"E S34.12'58"E m 39.74 39 23 PILLAR FALLS PLAZA,A PUD Notes: s41*59'52•E �5 106.67' Located in 1. MINIMUM BUILDING SETBACK LINES SHALL BE IN .y65' ACCORDANCE WITH APPLICABLE ZONING AND SUBDIVISION OF. S46.32'57"E to A Portion of NORTH REGULATIONS AT THE TIME IF ISSUANCE OF THE BUILDING 10, 65.13' �' Gov't Lots 6& 18,Section 34 PERMIT OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. �c�4S LOT 25 2. TRACT A IS HEREBY DESIGNATED AS RETENTION AREA TO Township 9 South,Range 17 East Boise Meridian 0 50 100 200 BE OWNED AND MAINTAINED BY A BUSINESS OWNERS ASSOCIATION. ` S23'21'51"E Twin Falls County,Idaho SCALE IN FEET 3. NO LOTS IN THIS SUBDIVISION SHALL HAVE DIRECT ACCESS LOT 26 110 90, TO POLE LINE ROAD EAST. 2018 4. A CROSS-USE AGREEMENT SHALL BE RECORDED FOR ACCESS, PARKING, STORM WATER DRAINAGE & PUBLIC LOT 24 UTILITIES. SO'48'08"E Sheet List Table ,15.38' Sheet Number Sheet Title LOT 22 LOT 23 S11'03'S7"E 1 OF 5 PLAT FACE SHEET 1 Legend 1 11.80' 2 OF 5 PLAT FACE SHEEP 2 3 OF 5 PLAT FACE SHEET 3 SURVEY BOUNDARY LINE — LOT 19 � 4 OF 5 ACKNOWLEDGEMENTS SECTION LINE — �'� 5 OF 5 CERTIFICATE OF OWNERS UTILITY EASEMENT LINE ------ LOT 21 LOT 20 S34'47'43"E ADJACENT PROPERTY LINE —"------- 176.19' TRACT A PILLAR FALLS }_ CENTERLINE OF STREET - SUBDIVISION NO.1 PLATTED LOT LINE LOT 18 S24.24'14"E -'.gJV1, Project �-/ CALCULATED POINT (NOT SET) d 38.60' ON Q S64.21'11"E a3 3ti tE RD !� �L 's "91 FOUND 5/8" REBAR (AS NOTED) o LOT 16 LOT 17 177.51' —� f' ',x N86'54'59E S80 00'21"E 0. o 47.17' FOUND 1/2" REBAR (AS NOTED) w 125.95' In SEE SHEET 3 OF 5 SET 5/8"x 24"REBAR 0f, _ & CAP - LS 10110 a w SEE SHEET 2 OF 5 x 5 x LOT 5 s� \ SET 1/2"x 24"REBAR & CAP ® z o FAL E p t TO BE - LS 10110 ,M,, BLOCK 1 '>���;�• , 90 " "'Z o LOT 15 Survey References Deed References Z LOT 4 (1) PILLAR FALLS SUBD. NO. 1 #2005-020528 LOT 13 S3T15'46"W #2009-017099 #2005-020526 70.76' (2) SURVEY#2008-025645 TRACT 3 Vicinity Sketch n,t.s PILLAR FALLS, Sl'15'15"W SUBDIVISION NO. i Monument Certification LOT 14 56.71' THE INTERIOR MONUMENTS ON THIS PLAT SHOWN AS "TO BE Health Certificate SET"WILL BE SET IN ACCORDANCE WITH SECTION 50-1333. TRACT A LOT 3 "SANITARY RESTRICTIONS AS REQUIRED CODE TITLE CHAPTER 1 IDAHO CODE, ON OR BEFORE 1 YEAR AFTER THE RECORDATION LOT 6 OF THE FINAL PLAT OR AS DETERMINED BY THE CITY OF TWIN S89.53'00"E HAVE BEEN SATISFIE LOT 12 D BASED ON THE STATE TEE OF OF IDAHO, DEPARTMENT ENT OF REV190115 ENVIRONMENTAL QUALITY (DEQ) APPROVAL OF THE DESIGN PLANS AND FALLS. 20.11' SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF SANITARY RESTRICTIONS. BUYER IS CAUTIONED AT Easement Key THE TIME OF THIS APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC 'rI FACILITIES WERE CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED QA UTILITY EASEMENT LOT 2 r WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER LOT 8 0 < FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS © UTILITY&ACCESS EASEMENT uo z SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS © q TO CONSTRUCT FACILITIES OR MEET OTHER CONDITIONS OF DEQ, THEN UTILITY& BIKE PATH EASEMENT LOT 11 y SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION Qp UTILITY& IRRIGATION EASEMENT 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING DRINKING O EXISTING PUBLIC UTILITY FACILITIES EASEMENT PER INST. LOT 1 WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED.- E 2009-016660 LOT 10 LOT 9 LOT 7 DISTRICT HEALTH DEPARTMENT, EHS DATE: O EXISTING EASEMENT FOR BIKE, PUBLIC UTILITIES, DRAINAGE, AND IRRIGATION PURPOSES PER INST. / 2009-016661 REAL POINT OF DO NOT SCALE OF A BEGINNING N89'53'00"W 890.71' N7'18'S8"E C1 CONTRACTOR SHALL 34 35 CONDITIONS AND DIM I m 44,47'—� 293.90' THE JOB SITE AND N 34 �__ _ — — — ENGINEER OF ANY DI POLE LINE ROAD EAST ERRORS,ES BEFOR,3 SS�oN DSG CREPANCIES BEFORE 3 2 A�LAq BASIS OF BEARING - SURVEY INST. #2009-017099 FOUND 5/8'REBAR �. �g�STEq OR FABRICATING ANY FOUND 5/8'REBAR N89.53'00"W 2643.96' C.P.11993GO9840 0STAMP &CAP,LS 1000 a e P C.P.12009-000960 CANYON VILLAaEE SUBDIVISION 0 J' qTE OF NPR�y JOPHER S.NP� JEHM Engineers,Inc. v ma-1s FP SHEET I 01 5 APPROVED DESIGN DRAWN DATE 4 1 SCALE DWG.NO. V 0 SHEET V1 .u Uw �o N� a T ya y PILLAR FALLS PLAZA,A PUD w w 15, SNAKE RIV SEE SHEET 3 OF 5 \ pti�„29.45' zsszj77F ry9N6/ l�j N86'54'59"E \ / I----- IF -181.Do'--L-- ------ --225.s4'--1 Bza1 �'�/ o��e s9s• \ S80'0021"E C'y NORTH S89'28'-- 406.94' 7n ------ F ? {/ ��1ph1 125.95' '^ H--------- ---- --- u t o 0 30 60 120 a I N90'00'00"E U N 1 LOT 5 s , 1 114.80' 52,922 S.F. '�';v�, `� T99 \ SCALE IN FEET w 1 o LOT 15 32 y \ ss� �2em�s z 56,941 S.F. c © LOT 4 w \\ p 9• S89'53'00"E a� ti \ p O• ?s• �p a 51 a 84,621 S.F. rn LOT 13 32.49' \� 32�\ yN 90•. m 1 50,810 S.F. ( �^^'gyp \\ �_ N \I A9s�sa• 6 "� �o° ss''s I ?s. . CJ Ny0 'S0 •��.Jj\ 20.91' �+ S89'53'00"E 317.24' S89'53070 E J?) , / \ - o w 1 96.16, NS9?. 00' .y"� LOT 14 157.31' 159.93' ro -i 0 1 o set 50,464 S.F. BLOCK 1 Ns�1 g L9 \ 0. n o° 1 - TRACT A I I 1 z I a yam. I 16,286 S.F. I o LOT 3 1 g 1 N89'53'OOw 1 i LOT 6 0 22,760 S.F. I Easement Key N 1 20.38' �,� 1 45,587 S.F. b I LOT 12 5 /� �� z i m QA UTILITY EASEMENT 120,639 S.F. Rio?• 4& UTILITY&ACCESS EASEMENT 33 o;,, ?6• Bj ♦ .00' 177.33' o `SBk,J. // �k6^pb°' C9 •90,d, w S89'53'00"E 210.33' I dC UTILITY& BIKE PATH EASEMENT UTILITY&IRRIGATION EASEMENT S89'53'00'E- - sSg / G'` /496 EC38 1 110.02' 7Y2`�9Bj.. LOT 8 \\\ - o O�;,\ L4 LOT 2 N. E EXISTING PUBLIC UTILITY FACILITIES (� / 0 EASEMENT PER INST. 2009-016660 20' /� 40,472 S.F. \\ nz \ �6 L1 20,672 S.F. I / d\ oil o a 1 210.50 8.8TP6d9099 o I ro I � S89'53'00"E 239.37' / � �� 1 1 � n b � S89'53'00"E 141.90' KMSIONS 1 I LOT 11 I S69'53'00"E.342.51' 45,724 S.F. O J1�� C2 1• S89'53'00"E LOT 10 �/ o o f j o g 25.06' o 1 o M ^I LOT 1 0 t o ^I I M LOT 7 43,490 S.F. I o I o I o © �I LOT 9 I W W I 31,215 S.F. 28,215 S.F. I I w :I 51,963 S.F. 1. o y 1w �o col to � of o � Q to ^o of /1 10 b of qO o n_�--- - J- ------- tI z1 ------ ----- I z zoz I zl b + I------- 47.50' 156.30' 35-69-' '128 ' N8953'00-W - 890.71' - 01 DO NOT SCALE DRA IIIS �SOB3'02"W Ni'18'S8"E �-POINT OF CONTRACTOR SHALL 4E L 58.00' 44.47� BEGINNNG CONDITIONS RENANo No io Ei 1000.76' _ _ _ _ I_ _ _ _ _ ENGINEER MI ANY NOT L POLE LINE ROAD EAST 55 ALLAAf 8G ERRORS,ES BEFORE O SON O CREPANGES BEFORE Bf;11 FIG BASIS OF BEARING - SURVEY INST. #2009-017099 �oe�QE01 OR FABRICATING ANY W R STAMP N89'53'00"W 2643.96' $ 0 JEHM Engineers,Inc. L ° I'5 V 074-16 IT SHEET 2 OF _ APPROVED DES" e DRAWN e DATE 4/1 7 SUE AS H FN DWG.HD. V 074 1 sNEEr V1.0 0 •U � Uw � F�x n CIO o -A . z w 0 o A F a °g a �^ v �!o a., � o PILLAR FALLS PLAZA,A PUD r GG � ° o W ' �U z Line Table Curve Table N LINE # BEARING DISTANCE CURVE // DELTA RADIUS ARC CHORD TANGENT CHORD BRG N34'12'58"W C1 13'58'04" 458.00' 111.65' 111.38' 56.10' N8753'58"W N46'06'27'E 39.23' L7 N89'53'00"W 33.00' C2 2'31'45" 150.00' 6.62' 6.62' 3.31' Nt'08'531N 39.74' 1 NORTH L2 N89'53'00"W 57.34' E200`\ C3 13'20'58" 150.00' 34.95' 34.87' 17.55' N6'33'29"W i' L3 N89'53'00"W 66.00' /�'E�y•"i• 0 30 60 120 L4 N89'53'00"W 24.34' C4 3748'20" 150.00' 98.98' 97.19' 51.36' N32'08'08"W CS 4837'33" 150.00' 127.31' 123.52' 67.77' N26'43'32"W 05' SCALE IN FEET L5 N46'18'16"E 53.69' 1• F> C6 81'41'27" 72.00' 102.66' 94.18' 62.25' N7'39'00"W L6 S58'10'21"W 23.66' ,d.�0 O// / 6'j• � C7 65'59'42" 72.00' 82.93' 78.42' 46.75' N75'29'34"W 1 / s LOT 25 4� L7 NO'33'02"E 57.28' Q � CS 115'53'39" 72.00' 145.64' 122.05' 114.99' S73'33'45"W 24,693 S.F. �9 ss�s> L8 S23.22'16 W 25.00' 1 „� / o ,� s• J• /` C9 96'25'12" 72.00' 121.16' 107.37' 80.56' N8T24'20"E [1 ,o��/ ��• 2> L9 S89'53'00"E 20.11' ^�I L70 S7'15'151N 56.71 CIO 9*47*55" 200.00' 34.20' 34.16' 17.14' S41'47'52"W �e'I `V 37.89',�G LOT 26 C11 14*45*42" 200.00' 51.53' 51.39' 25.91' S29'31'03"W 1 i}/j N FyS I W J - o • L71 SO'48'08"E 25.38' C12 22'01'12" 200.00' 76.86' 76.39' 38.91' S11'0T 36"W26,451 S.F. LI2 S24'24'14'E 38.60' rw_' r ` C13 3654'41" 200.00' 128.84' 126.63' 66.75' S28'14'29"W V C2q C23 �b LOT24 11 C14 9.40'08" 200.00' 33.75' 33.71' 16.92' S4'57'04"W 1 23,096 S.F. C15 6'18'55" 50.00' 5.51' 5.51' 2.76' S86'17'30"ELq 11 Easement Key C16 56'53'46" 50.00' 49.65' 47.64' 27.09' S54'41'10"E n 17 \ \ u y C77 264T19" 50.00' 23.38' 23.1T 11.91' S72'50'3YE o, c> // \ 1 u� \tn UTILITY EASEMENT LOT 22 1 _ C18 90,00,00" 50.00' 78.54' 70.71' 50.00' S4426'58"E I 25,180 S.F. I U I 1 I a 1 y-L © UTILITY&ACCESS EASEMENT I 25' B LOT 23 11 11 13538,"W l w m 1� © UTILITY& BIKE PATH EASEMENT C19 31'06'25" 75.00' 40.72' 40.22' 20.87' S16'06'14"W N I m b 28,089 S.F. 1 s782a 1a m� e I m I \ o \ 1 rn m�1 QD UTILITY& IRRIGATION EASEMENT C20 26'3C'54" 75.00' 34.71' 34.40' 17.67' S4454'54"W Bo 0 0 0 C21 5T37'19" 75.00' 75.43' 72.29' 41.25' S29'21'41"W w I I m o I BLOCK 1 1 25 1 � �7- O EXISTING PUBLIC UTILITY FACILITIES EASEMENT PER INST. ^� N I M 125 1 LOT 19 1 2009-016660 C22 30'09'20" 75.00' 39.47' 39.02' 20.21' S73 15'01 W 0.1 n S89'26'58"E I o I 1 1 21,021 S.F. ,� EXISTING EASEMENT FOR BIKE, PUBLIC UTILITIES, DRAINAGE, C23 25'02'35" 75.00' 32.78' 32.52' 16.66' N79'09'01"W z I 193.56' 1 �'' 1 1 AND IRRIGATION PURPOSES PER INST. 2009-016661 z I 136.50' i m N89'26'58 W 1 j 1 \\ C24 55'01'58" 75.00' 72.04' 69.30' 39.0T N39'06'45 W N I 11 m 11 18 97 C25 110*13'53" 75.00' 144.29' 123.05' 107.57' N66'42'43W LOT 21 l o I LOT 20 1 N I d 19,722 S.F. I I 26,777 S.F. 1 A' 11 ,5ti9 N6� '�• \ I BQ-I z5� 1 1 Sg6N9 � \ Easement Line Table Easement Curve Table 1 , LINE E# BEARING DISTANCE # I 1\ J \\ O- CURVE E DELTA RADIUS ARC CHORD TANGENT CHORD BRG RLT>eoNs 1 23.47' �.O- E13 SIB'23'45"E 24.62' EC26 64-34'34" 65.00' 73.26' 69.44' 41.07' S5'05'14"W C S89'26'58"E VA �\ �6 LOT 18 \ E74 N89'26'58 W 35.00' EC27 5546'16" 15.00' 14.60' 14.03' 7.94' S9'29'23 W S89'2658E \ 171.86' \� � 103.40' c1s r a 29,893 S.F. I �� --- -------�O�s � \ 9.15' `��` E15 N51'19'47"W 81.88' EC29 71'03'13" 15.00' 18.60' 17.43' 10.71' S53'55'21"E 20' w coo. s N E76 NO'33'02"E 15.24' EC30 55'46'16" 15.00' 14.60' 14.03' 7.94' N46'16'53"W LOT 16 o m LOT 17 ? \\ / E77 S88'42'20"E 14.80' EC31 69'02'29" 65.00' 78.32' 73.67' 44.71' N39'38'46"W M I 25,263 S.F. o a 28,534 S.F. W o mow\ rypL �29.45' E18 S4T28'33"W 59.51' EC32 48'27'48" 65.00' 54.98' 53.36' 29.26' NI9'06'22"E C E19 N78'40'43"W 25.50' EC33 50'27'04" 65.00' 57.23' 55.40' 30.62' S52'25'35"E C E20 S41'59'52"E 7.61' EC34 51'09'1B" 187.00' 166.96' 161.47' 89.51' N25'27'39"W h ------181.00'--L- - --225.94'-- 67.91 �7 E21 N51'19'47"W 99.59' EC35 51'09'18" 147.00' 131.25' 126.93' 70.36' N2527'39"W S89-26'58E 406.94' z .E22 NO'33'02"E 2743' EC36 56S4'05" 107.00' 106.26' 101.95' 57.98' N8T31' "30E�-------------------- - � DO NOT SCALE DRA N E23 S58'10'10"W 33.50' EC37 4634'50" 164.00' 133.33' 129.69' 70.60' S23'24'25'W CONTRACTOR SHALL VIER CONDITIONS AND DIMEN AT THE JOB SITE AND NOT] SEE SHEET 2 OF 5 E24 S58'10'10"W 31.62' EC38 42-19'49" 247.50' 182.85' 178.72' 95.83' S21'16'55"W ENGINEER OF ANY DIME ERRORS,OMISSIONS,OR Of E25 N18'23'45W 91.91, \pNpL LA ND CREPANCIES BEFORE BE N G SG '�, OR FABRICATING ANY K E26 S46'41'50"W 27.24' ``� SrEN Q��I £p TrSTE#1 scwP E27 S51'02'18"E 29.27' s E28 N47*12'09"E 69.16' 4Tf OF OPa'yo JEHM Engineers,Inc. 4 TOp R S 74 v 07a-1s FP SHEE1 3 OF 5 APPROVED DESIGN e DRAWN e DATE 4/19 7 SCALE AS H N DWG.NO. V 074-111 sHEEr V1.0 \+ ,Qi�` a`r ---�_eo.,,,.1� I Q \-� `"� 36'%t__--_ i.- -� �''-c ��`S 5`}//-`�-�. 1 �___ _- Y --\`- ce.\ _.'.'\i �..i/ i•�" �.. s V Iy 0 \ _ } I � ";."_i' y ��'• a. �- � - m �1=EXISTING IRRIGATION ® .. a ---=•--r- �--m � • p - ^ru r / , -+"- ^•sue -' )EX(STIPK SHARED.U\�BIKEPATH/PRIVATE DRIVEWAY _ z W. u tMSTNGAHA..F.0 USE 9iK.F ,IKy/t)b�R VoW.,, /' r $ ..SANITARY SEWER _ ._> - 3 �� •__+ __ _. - /' - -- - LIFT STATION u -- / u • B.00�` -- _ --' +-a=�--` -?,�.•: - - - _ '- ---- ._ - --�;'-"" -__.--- - 3s.--'_ �` Ps As as _ vs DE �.r .; P� a5 Ps PS P� s r�,B'SS. \ e s� SSE T.2/C�2 �( o g y�.Iy / o 1 � E + N ) 1 � 1 20 �26 a `. 10 26' - �!K}",.�„ )" I/! 1`�r•{ -I _ 4•�lQ ' ��ac '.� _ � _ Y \ FM v l 00' ~- \ i tt , II , I Imo, <b :�•' ,tl '�`.��. / 4 \ \\ In,`'°��\\ \ .Q\,�" OD I _ \ 39.74 1 ( r IT M � u t � „M ' , = 4 r l ,1 ' 1 I. �I w - +i + _ 1. �/v ..•�'� -. OR"rE STING CULVERT 1� -% 1 YR.OVERFLOW F-4 8, S 534 F. \•� \, 1 14 it < W � ;b i-� �_ � � \' �rtt 10 -- -' J �/ � 1'S9'52 F•.y a o �,S211 - ' ,,, •- �b '• � �r '1 -- '' ,;CONST. BERM ADJACENT EXIST. � 1 __--�_. �s I / �• : ' ' EXISTING CULVERT a,�• �I 1 - > ,l i' i" 100YR.OVERFLOW - W r' P I,I ,. \ s �` r \rr f r'•M1 _ ' r!//` ��' ��:51 V 21: 0 25 50 100 r4y J � 110.90 SCALE IN FEET 9'�VP� 0 CANYON RIM SETBACK G _ ' 5 • a N11'03'57W 141.80' Drainage Calculations: CONST.BERM ADJACENT TO EXIST. TA! 1 r � BIKE PATH PER DET.B/C5.01 m�'a Urunage Runoff CodrdmR R twti,Fomdo:V1 At'N•Cw s II YnM+nas Arcos a rbut rgfd n cl va toy aeo n:l Q90 Il/1018 Re-Dele,gnlnll: a35 O". ted C fr6mt=1.6in/11=¢133/t. EXISTING CULVERT � Dry WId yly - 4ox = wer9''tee C°d6dwl CITY RENEW COMMENTS Bt I ``I OVER W lea CxKa'wts(Ak ` 1 ---- - / _ Cmlma'cialMm(977XX21d255ape)_- \ - / a* ,` r M �/� CYc 97I•a95 4 3% a15-0.9[9 ReelemW A em!42(Np�s&Q =a) cr 42f a9s 4 58L•a25=a1N AREAS M111 /C r /I 1 li Basin'A(A,=129,313.0 B in k'(A,-9,972ar) _ - / 07= I,.,Y e 1 E / Requhea 129.713•0.173•0.929= 1S97B cr ROgirN 9,972•¢133•0.929=_LZTZfi( 1.111w DryweA'A' 15,404 sr•2.6'•0.40: 16020 cf See Bash 7'Drlvtll Basin (A,=I00.511s0 (A, �O /n Requires 10a5tt•a133•0.919- 12.418 cr RequbM 15,115'a133•0.929= I.e6B c! ;i,, ; Approved for truction Pti pp DrpeJI'BB 40-50 4.2�.5'f•0.0 tY 0M00 See BmN Y D ywe9 5'-1' Tatal= 12.500 cf Eusiri Y-� '�' { # 20 28 L d s. d 14 (•`� UI I'S11 fI+161 Re(A,-24.45,45 Bask C�1('Y,=22,526sr) ReyaFetl 14.458•aIJ3•Q929- 3022 c/ DO NOT SCALE DRAWN G R ea 11,516•D.133•0.929= 27&3 cf Dr el'M' 44'•70'•25•0.40- 3.080 c/ W CONDITIONS AND DIMENSION A / ( /i Drjr u)'C' Z880 0•2.5'•0.40= 2BB0 cl THE"SITE ANDCONTRACTOR LNOTIFIYY E \ t `t l 1' ENCNEER OF ANY DIMENS L \. City Engineering Dept a=n w(A,_26,26.31 CANYON RIM SETBACK R ea 3&700•a133•0.929= 4.780 c! es Z6.319•0.133•0.929- 1500 cl ERRORS.ES BEFORE OR DNS Bwln'0'(a,=36700sD R�'I< CREPANgES BEFORE BEGINN G •N+w Orysel N' 35'•f00'•25'•0.40. 3500 cf �CATNG ANY WORK. ` \5 _x +• _ - Mr R4,. -y`.J 1 �' Dry"I D. 3,290sf•3.7'•040= 4,870 cl 7STME, Requited 37,333-0.133'0.929- 4,613 cl Required 0.929 R Yes t4566•¢133• 1.800 c/ O I , . wy.al b 35'•9B' 34'•a4o- 4-fibs d ac ,G sae •! ' 14924 I I Bawl P(Fy-39,5BSs0 q S __ '10 26 10 20" -16' 20' .�d1114 i 1 32 w /, i vM li '1 /'% n R4quhtl 39,585'0.133•0.929= 4.891 c/ 'P'(A, 26,691st) { Raqulraa 16,691'0333'0.929= m H S I ' :' i� _ - - a •Y�4 tl 1 i/ I ,� ease'C(A, 5AI77e9 Drivel w 3.630,f•25'•1140- 3630 cr 49 _ .g I �I r e III , e a �' s 4 r°TI 'a,<•.. �'1 t ITS'-' 0 Wirt'V(A,-79,Mliso Required 53.t77•¢733•0.929- &570 c! L. I c I Ory.0 V 25'•165'•4.0'•0.40= &6m cf Required 79,846•a133.0.929= 9866 cf l r ey �'}'.' I ) // Re teio''0' 4-42'• 40- I,700 c! APPROVED ' g g�^•.171e.s S �/ J( L BaW Re Required -t6.516.5 O/Ia'eY'o' 70'•70'•s.2'•a40= &230AM cr Requies 16.528'a133'0.929- 2042 el Tate= 9,930 cf DESIGN Oryxel N 30-•A•25 o e T1'(A,= tst 1�1•0.133•0.194- 7aen of DRAWN I ired / / o 2 t� r osN 282 s M.L J • �' -. i u- S"eL _� _ 8 _a \` / 5.D7 RM ADJACENT TO EXIST. - Bm4r R Fstl 15.OSTeel) •Q733•0.929- I.BfiO d Existing RetBaffiI TY = 7,860 c! DATE 4/ZD/D KEPATHEP R DET.8/C SCALE WiveO)'%- 35'•167'•Zr•0.40= 6,310 of As s w u Bain ChM 9.6 9677•¢133•0.919- 1.196 c! SHEET 0 C 074 16 I I,{ 7 / --I t' N,Y15'fi5eE + ,% see Basin'I'ayeeR Y'-t' c1.0/ / N1'1858'E / z / 71't ,� " ' / i C ' -1\` II v e 394.63' 9, � 1 / \ L ✓ /� / ,i I � o w a a a m-- � y� 8 . - - EXISTING SHARED USE BIKEPATH/PRIVATE DRIVEWAYarm 01 a 58.00, 10 p � C S LE IN FEET I h� u --- -- --- ¢ e--- -- — — a p, u T 5 s 20 I \ 1 W W 2 h1 T I `I I I O U .r.B C � SITE KEY NOTES: O J J8.4A0 10 -e' cc,�, �^„' � � ''' 5 t����x.. r,4 �, �1�w.3,�z:B' °` et I': � � Tom, 1a'� 1z• � s1' t ' t2' 10 o HEAVY DUTY PAVEIAEMi C1ION PER BET. 1 SHT C5.01 R• ''1 J 'a d I I I I O2 LIGHT ON PAYMENT SC77ON PER BET.2 SHT C5.01 CONST.TURN-DOWN ED CONC.SIDEW"PER DET.3 SHT.C5.01 CONST CONCRETE SIDEWALK PER VW-709 D 'n J 13 >r e' 3 t4. 13 I i I O5 CONST STANDARD CURB&GUTTER PER DET 4 SHT C5.01 to 13 12 --__i J_^ 6O CONST.VERTICAL CURB FER DEL 5 SHE C5.01 I _—y -- 12 S 7 5 4 i Ilk_ —__-I i`I O7 CONST.VALLEY CUTTER 7FSD-708 - CCWST.ADA RAMP-TYFE'A' PER BEE 6 SHT,MOT CONST ADA RAMP-ME'B' PER DEL 7 SHE C5.01 11' 10' S Ja4' 23 I I 5 1 y I it 10 CONST.ADA RAMP—TVTE'A2' PER DEL 8 SHE C5.01 ^ 11 CONST DUMPSTER ENCLO3URE PER DEL 13 SIT.MOT 12 PAINTO ACCESSIBLE PARKING MARKINGS PER DEL 11 SHT.C5.01& INSTALL VAN ACCESSIBLE PARKING SIGN PER DEL 12 SHT.C501 'fib 2 13 ry s• 5 9 ly � I 14 1 _ 13 4-WHITE PAVEMENT UARONGS,TYP. CONST.SECTION B STAMARD BIKE PATH PER COIF STD.DWG. WW-804 ►-� s ^'1 I " 5e�ox 3 2 II 1314' to zo ns li.s 5 S 3 % it 'A 1 m In 1 � a A 5 9• E.wnw �. l�Gi�. � 7,h" I II 1 4H o o Ol Ow ?N 7 b 10 5 \\ a 2 p \ F 1 I REWSIONS N� �� 4A \ 18 2 . ,. 3 ,.5T f h 6' /� �REVIEW OCOMMENIS/1 Approved 5, ruction cDz 10 0 1 -�. ,r Z i GO 000 10 1 1z 2 ,J MAY 10 20fe 111 ,6 0 '�°• � �, City Engineering g Dept, W. 13 s I �� 8 n a 5 �� R� 4 \ n DO NOT SCALE DRAWI IC CONTRACTOR 91ALL VERIFY AIJ CONDITIONS AND DI9ON'A I \ THE JOB SITETE AND NOTIFY I iE 8 5 `d ERRORS MI SSIONS ANY OR DI CREPANCIES BEFORE BEGNN WG !FABRICATING ANY WORK. STAUP 5 \ z ° 12 1 4 7 '�o• 10 i s\\ 12- 5 14924 a I 5 7.5' 36' 74 '4 w m 4 i 2 2� APPROVED 9 ; 5 \ \\ DESIGN \ . I DRAWN M.L Q: n' to' S as.5' ,21, 5 f cn 12• DATE 4/20/0 a scaEE AS SH 5 Rr DWG NO. C 074-16 1 � K SHEET k 1 CL.Ol III 10 c -n n h 5 15•.. "' 1 B m ° 9' I ',. N Z w� E, . 4 3 G. z. h 7977 •'./� F 0 15 30 60 0 SCALE IN FEET 5 \ p s I 2 \ fa .\ ti I � �, m r a 1 t_� �V : �' r� 7�.s,; t 4• / �' \ n' 1C 5 �' 2t 5 •�'a' -x,, t2' i I b 5 1 .�.• .� �' ,ty 'L,.� I � � ��k � ��P r y+� 5 Y e t4•/ �J, " 2 s p'� it / 7 s 50 CANYON RIM SETBACK 0��� '� r� ', 41�' yt �, 12'• , I c c"�`•y CK DO r �.. 11 25.5' ' 5 2 REIISIOMS � Approved f action I s �: r 12 2 4 5 iC \ - n' tC 5 I � �� � ,A. •5' R 5 s �\ am RENEW caxtEwts c ,rPyC a t t z i r \ I� MAY 10 2018 v � N x City Engin ering Dept. r 'b .14� cfs�ra� I 2D 2e is n5 x : i 15 4 7,9•I7.9 5 9 1 tG a'.,� h'+r"i g 1A i �y��t �X�'" �r I � _ DO NOT SCALE R r• Y� , 11' 1G 5 — 49� �{ CONDITIONS AND OIM S S ETHE JOB NGINEERIT ANY DI E TI 5 � 1 aP " ) SITE KEY NC TES: P I y'S ,� .:.�' �e• .,,..8 t - N.,1 s ''r i au�8 ,. ! -,^a.., 5 1 �P�f !"F,!rv+ �* ' i �l.',: / / �.. ERRORS.EE R d BEFORE B E I I p_ t -• a J �4 t7. .v ,O WAVY DUTY PAV1 ENT SECTION PER DET.1 SNT.C501 CREPANflES oR FABmcanNc a w sralw ®9; BP �^ i P�°1v4'uu� LIGHT DUTY PAVEu Ni�C110N PER DET.2 SHE C5.01 ggqi w '` r - !ht'" y 1 C • CONST TURN-DO EDGE CONE.SIDEWALK PER DET 3 SHT.C5.01 ALK PER 7FSD-709 / 4 CQNST CONCRETE DEW ,I CONST.STANDARD XRB k GUTTER PER DEi 4 SHL C5.01 III-0 I / �r��ECP ..I'..•."."': t 6 CONST.VERTICAL PER DEL 5 ST1L C5.01 L 11 9 i„ t CONST VALLEY GU TER PER iFSD-708 CONSL WT. C5. ADA RAMP-TYPE'A' PER 6 SH01 APPROVED -- ——————————— —.--. _-- —._ a-- ------- �{ lip / II, v EXKEPg1H DESIGNISTING BI CONST.ADA RAMP-TYPE'B' PER DET 7 SHT C5.01 .47_ -�� N,r� / DRAW CONSi ADA RAMP- TYPE'A2' PER DEL 8 SHL C5.01 DATE � I \1 71 CONST WMPSTER ENCLOSURE PER DET 13 SNL C5.01 SCALE A f 12 PAWTEDSTALL VAN A 1 PARKING MARKWGS PER DEL 2 HT 501 & DWG.NO, C 0 4 ---//// INSTALL VAN A ISLE PARKING SIGN PER DEL 12 SHT.C501 SHEET 13 4'NHITE PAIIE10 T MARI TYP. C. Ii 14_ - - CONSL SECTION B STANDARD BIKE PATH PER COIF STD.DWG 1FSD-804 ■■ F ■ ■ f i wz- 60 IN FEET ■■ Imo' y k `� p ■ F g . ■ _ �I p 1• 1IN PIPE P STORM DRAIN PIPE ONNo Oil I III, ■No ■ �t t�i No is� '•%','i`= :\ � p �� ''�� " ' � �'� I �l • 1•:+ i•-•'©+ �,�+ 1• _1��•-ice / ill � � ■■ •• r•►ors H.©�Y• e% _ �� 1 sue, j/'� 1� ' �i � i ••s:iL�r. �•w`rY�'j�i:�iN.i•�0•1 1.:•"._+ �© 1� ' ■■so �— „^�• / � �. � s rts ��.,.. —:+.ter"^ -• 1�� �� , H • �' �■ � i�••ir ��� `�1D�s'.a.. �•��� ��, ,/ ��•�, is k�,'��^ ////, � ��. ■■ - tii�� ILL � ��i.v'',.�:s=li�'�:_ =��'i'�iryti''�li,�� i .� l � V � `• � � � �� �,� I � � � I " / `■■■■■■�■■■!�■■■■�■�Sli�1�PL'•lR".L-!i��`r-`;�_�,, � iii��`�iu ie �� / � ��.�"� ���/ Y,••�=�r'�L'v�•i: •1'►`;� • ���s'�r.Tr,�.���`�-�ID....p.d � ON� RV uction = �� � —� !'ice � ` %: �/ s •a€-- �e� //''��,�?11`.• •.t.••.i" •li �,/`/%" _ � i■■ — �II A— ice', Arr' �, . 1 ept ���■ � r� e�, a _cf♦ -Ji.q � � � �� r I" xul.• r• � 1 .0 •i�B1 k1 I►� ` :: ■■it _ � $, E ���'�-•ram. r Ak€ „ 'Q�� ...r � � ,� ��� �, ��� 1" 1 r-. mill qlAl on No iME I OEM i -1- ■ s on e•�.n•1. © �♦ " �� ® III ■■ �' 1�'" '-• ,r '... r ww `, � w�� ffi 'R /® �i - ( // Ln \V Z C p�mP LN t II fl-s'.°s I �� I �t� t '.,`, �,\ \`c�A7E S 41.22 4 � -, \. 'g ��'�' ,� •• 'A ,P �/ �\\ ('*1 �o a SCALE IN FEET 5 c ,I � i'�I J'r,� wN� .��a��Y- 1✓ � p 2 t .�.s� I J V�` ae.so. � �,� z .J / 1 /-- / /�. I� `:� s 1 sv`P 2 /.-'_ - - t Se. •"12 ! 0 4 is xry'3s.� ''' l_ _,e_so 3s.3s 93 \....,..a Nam_ � .. c \ Sr =7Z R XWIR ELEV.9A :O �' - ,: \\w / / /• I GIrAtE=st. 1 /; r 0 '•0 0 � 1 '. � � • p ,O fj E / � � REr.va.-1.7ao T II ! r {1 y'i �/ All / t I 1 � I:. y3; �d' 3 .I \ I ``. X i / � J9. / /// I I > �` 1 // 'f// ® /�r �Y- \ \ � ;/' / 1/ ���/ fir ►� ` —�— — --� --- `c-- -- w 'C /,� / _ 0 - 3 I 1 3as5/ ' � `� I R/// 4 /iii�/ • � C /rr J%r QI KPUHJ t - I }, / 8 ByBfl!=- xW / wy `rs u,'� rt Y J(1 ��O IFeP P 39 '✓ � '��'��.`..:1 t^� l d 't .� -} T' I � l`� �.. r /,�% / e I / wy=X .$ ^nI :: CANYON RIM SETBACK III Lis �C \ REW9GN5 111112018 On REVEW CGIIMENTS 1 \\ \ CONST.BERM ADJACENT TT EXIST. IVP BIKEPATH PER DEi 8/C5. 1 �oEv neo w .= 2 O'054 21':1N 7; //" .an DO NOT SCALE DRA N � I s *a a E 'r `.( f ,//// CONTITIONS AND DI YERI A s' ! �"„ a , r / t I caNwnoNs aXo awtEr� i ( 4r o O RE ae s>E AND NonFY rHI I - \(\\ a ENGINEER OF ANY gMFN51 t *✓"h> ,.x:. I 3 .�rd� � _ ..^., I �. - ,e; r"k. I. , S 'v�c71 �olN lu� wh BM� t( i:' y fltRCRS,OANSSIONS,OR DI II �'+u ,i •.....a#� a �.. DRYWELL'M 1' � µ. _ � I 1 •..p�y� �o� x7�' �G �r �v�:,��� / �,' CREPANCIES BEFOG BEGIN IN t�1m� iDP fIEK=41.a y, ;,,� ( 111 '�1v6 � 10 I' o.� ,,c5r33333 I �. :. � I i .y •• / l/ / l 910W�1EN �' �°4�� WIL.Uiae a o � IIS�4�Ice •ovs �� ` °�"�' 4°` �� x- , � � �_a. 4 � ����; � / Approv 14924 d f nstruction =��.. c / f I I 1 pO O 364 MAY 10 2018 City Engineering Dep, �. r1 = _ — -- s,' EXISN /AIKEPA7H APPRG4ED - r DESIGN M 47 STORM SEW R KEYNOTES: / l '%I �`•-.�. •. . ._._,_. _.-._-1 .___". �� S O / DRAWN M _��� D CONSTRUCT DRYKUL,PER DET. 1 SHE C5.02 oAtE 4/20 INSTALL 12'STORM DRAIN PIPE SCALE AS St 0 l l,1 f N1'18�58"E� = O `^wN1�-56.71' ' / , \ i`° a r / INSTALL 12'PERFO ATED STORM DRAIN PIPE owc.No. C 074-16 SIP[ 394.63'- C %� / , \�`\ §/ / / �%' ® CONSTRUCT INLET ATCH BASIN TYPE I,PER ISPWC SD-601 SEW / i it , (l _ -"" 1 F=— � \ / \\/\ �i/ �`•. SO.CONSTRUCT INLET 7CH BASIN TYPE III,PER ISPWC SD-603 C3.02 j , i ',LE IN FEET No ON _ _ . , ■■ � i C4.07 FOR SANITARY SEWER PLAN& 2 FOR STORM DRAIN INFORMATION wy ■■ MEN MIENEM A r ■ © © NOW! 'ONE■■■■■■ :T TO EYJS17NG WATER MAIN SON METER 804 PER COTF STD.DWG.TFSD-401 ■■■ o ■■ I it .••,:i•�,`-.. :.. p :. no ME 00 No so 's AS SHOWN will .�'I I�IJi •YID r D 181�•.!•! . ' •?�:••r:•• '' ■■ -� 1,1••1.1• 1`ti ►p` 1�1• 1}/:"1:•:::'��: 11l1�!•I1♦a� ■ ■so GATION KEYNOTES:. ■ Y0 •i'.Ii•�::`i • •N.•.••r•0`r•.•r:►' �Y1 �1'j�1'1. 101 , . . . . 00 in 4 STUB PROVIDED BY OTHERS AS A PART ECONSTRUCTION PROJECT. EEN 12"PRESSURE IRRIGATION STUB • i i v.� r' •r • • • ■■ m t /::°•cam`•` •` 1 ,.•.1 •` 1-��' •:.•:%'�1% p ■ :ii © ' LINE RD.STREET CROSSING. ■ ERMCE W/FIBERGLASS VALVE BOX PER ■ 6 SHOWN NONE a- ■■ •� iY�i• r, �� _ . , . •, 1 --- _ - © - -- fl ©fl yyj Ott © ►� ,-�1/:�.�� ��© m : . , . e.. ■��� � O © © �� yyy .. � �_ / ,, 7/11/2018 INN Immomm 00 on ME i:. ,,�:� ' -� ..i .i �• © yyy Q �y� ••••�■■■■■■•••• ••� flm ,� • yyy p Ij ` Ii� ♦ O - so r;)VIltruction ■■- ■ yyy►-0 O © p ♦yy..iilyy ` 00 �� �. 'i, ::- � , ' �t`s . s..� • -•-�.-•-�.-• •• ••i;�1.- ♦♦ yam... EWEN No No OAF 'w No �J _ i ■■ i�•��1•��1 ��1•��1•��•• ♦-•• ■ ME 30 1 No IiLE IN FEET 00'. ,mml iiON on ■ a �� X � �fu o••e:Na�••i.••�e ME ME ME man ■■ a •�•��111•••J..• i �� -j/ 3 r ON a 1 ■■ 1�111 0 — ��� �•��� �� I ■■ �'.. ;�.: � y, �� ■■ ` 1•�•1•••1.:' � �_fitly � ,. "L-sa- ��� --- -- --� =ate O ,` �� ;,% •- - -- M,_.-_ . '� +♦ ��� '11 � •1 � �_� � e. �� ■ _ �— angineering Dept. - ■ �ii■�■■■■■■■■■■■■■■■■■tea �■■■ �.' i ■ a� ■ � �_ ■ , �� - ■ a •� mlm■■� ■, © �/ 1 �e ■ PIES:0 C4.07 FOR SANITARY SEWER PLAN M oil 2 FOR STORM DRAIN INFORMATION. •1- 1 t ■ ••li•_1• • 1:�' 1�' 1♦ • t, 1, • 1�:• 1 ql 1 '• 1 ■ • ' ■ f1 f� •,• • • 11 • • •11 • ■■ rlNr.11 •.I ..,T TO EXISTING WATER MAN mom � - i.•r'�li�i, nNo o i\' • •{v1���i�1.1 '•'i:rSr:`::1:'1'i::�'i::1:i: ►'1.. • '- ■ ME i �J onNo ASSHOWN © ■ 0 ©� ' �u�� No �� _��� � ■ ! = ■err■■A■■■■■■■N ■■■■I■■■V■r■■■■■■■■■■■` ♦ • �1 � Q a:. ';, .�� � w ■ 1. • 1 •� •: s,� ,� rye � ,•+ t —_ • ■ � I6 Q '. a:. , ,' ■■ �� s" �•. ■ •.• ■■ ■ •'�•ii GIs �� ' � '�" � ■ C �''■ i r k � �i ••. , .WIN �I ■ '1;:••1�1 1 1■ w ikr 4 '� _ �' - � 1 ; 1 �5 '�"' .mac E E LINE RD.STREET CROSSING. kRIGATION MAIN. NJ �3 _1/ 1 © 1 � r r r •� O m •r :, P a 3 .�. y__� 1 �g 3 11 6 3 SANITARY SEWER a a a a �� -. E%15i1NG'SHARED USE BIKEPAiH/PRfVATE GRNRYAY 11 -r - •r-I° o g LIFT STATION 27—_ SEE DE7 2/C5 02 t J W o F5 PS b „ d H 70 B'ss s ss a Rs 3 a ss ; SSMH_g Rs e'sss \ �, LL SN w -- --� I---------------------- --- ---- -� ----- ------- ssM - a t e 12' Lot 21 Lot 22 ' I i 4-Plex 44Plex ^5S11H-27 < z F.F.F.F. = 33.70 ( -7 —--�\ I I RK =28.30 F =29.50 6 7 I i H RKH 24.40 / / �+ i 3 r � SSMH / I e a e'w e•w 9 y c \ o 9 6 B 3 17.5 8' .5' �.. ----------------I--------.--. ---- --------- 9 / I \�� '� \ m 11 II I Q3 \ Q3 3 \ \ N46'06'27"E 39.74' f 7 9 _�" \'sue.<. Q` v su G III Q I u N Q i g 8 SSA1H-29—_ \\ I I Yn' I Lot 1S. - 1 9 28.534 S.F. I 5 �U4 2 ew_-w98y5 /SS-30 -0 ew 0 15 30 60 REWsays J SCALE IN FEET CITY REVIEW COMMENTS 11 M � SSWH-31 '-�� 0 o�4ti 71 TI � 'j� � . � � / N41'59'52"W ' v o5" �7 s% 106.67' ,� 2 8 a� s x�ao1 ;� Approved f $truction 6 VZ_Hja r _ ���/ MAY 10 2018'' `'� City Engineering Dept DO NOT SCALE DRAWIN GENERAL UTILITY TY NOTES: CONTRACTOR SMALL VERIFY A CONDITIONS AND DIMENSIONS 1. SEE SHEETS C4.04 THRU C4.07 FOR SANITARY SEWER PLAN& THE JOB SIT AND NOTIFY THE ENGINEER OF ANY DIMENSIONA 9 �.�\— ��� \� r:.� ,�--"- �''" _ PROFILES. ERRORS.OMISSIONS,OR DIS- - OR FANCIES BEFORE BEONNIN N23'21'S1"W 2. SEE SHEET C3.01 &C3. FOR STORM DRAIN INFORMATION. OR FAMCIES NG AMY WORK. WIKMTER KEYNOTES: STAMP 0, —. NUS e1 EXISTING WATER MAIN,RETAIN&PROTECT PRESSURE IR GATION KEYNOTES: `\ Q1 REMOVE C &CONNECT TO WATER MAIN 50'CANYON RIM SETBACK AP T T O1 CONNECT i0 EXISTING "PRESSURE IRRIGATION MAIN ae O2 6"IRRIGATION MAIN P LINE RD.STREET CROSSING. \ 2 INSTALL B"WATER MAIN 14924 INSTALL 1'WATER SERVICE&METER BOX,PER COIF STD.DWG.TFSD-401 0 3 INSTALL 6"PRESSURE IRRIGATION MAIN. _aY g O T}IFx`ti 5911i-12 \\ \ � �� m$� Q4 INSTALL FIRE HYDRANT,INCLUDING TEE,LINE&G.V.,PER CO7F STD. 4 DELETED L. g DWG..TFSD-404. Via•T' - `¢Y- \- `\ ' ' N`s'a O5) INSTALL 1"IRRIGATION SERVICE W/FIBERGLASS VALVE BOX PER APPROVED N11'03'S7�N QS INSTALL TEE W/G.V.'s AS SHOWN ISPWC STD.DWG.SD-9 2 i / g 141.80' ©INSTALL 1.25 ELBOW DESIGN M. L 1 ' yz•.p =� \\ `\ / / a, - © INSTALL TEE.W/G.V.'s S SHOWN aaxN M. L 2 \ jG U� {Q to i i a o O7 INSTALL 11.25'ELBOW DATE 4120120 0° O rv. 7 INSTALL 22.5'ELBOW � t'� INSTALL 45'ELBOW ® INSTALL 22.5•ELBOW AS SHO oG {,� INSTALL 90'ELBOW O DWG.Na 9 INSTALL 45'ELBOW C 074-16 SI SHEET INSTALL CROSS W/(4)G.V.'s 10 INSTALL 90-ELBOW 14 // ��noGC �U p� / n/ 71 INSTALL 4"FIRE LINE&G.V. 11 INSTALL BLOW OFF ASSI MBLY.PER COTF STD.DWG.1-5 C4.0 \ n -� �.-` A'._y=�_ i > \Q� ' \•�._ `jF._G-". t r%>... -.._ .-. _..- _. _ �`,� ;I'!�^�,. `\ C' �.__ L_- -.-'--� -- - �''�- i v v S c��n I m � M m o _ D USE �° - �r c-!`RIJcNAY EXISTING SHARED vSF sKEPA iVPWVATE DYWEWAY ,i 7 EXISTING HARE BtK�A7 U,try 5 7 y ➢S PS -9'P$ P, - I sSMH-10 2 -------- 1---- -- -SSMH-9 2 -- t (Ii t`I.,.! 1} ()t'; i, 20',�I 0acI 32 6./ s1:.kuks.�"•v�°'r_N+.W.�.*g��*+fi�16',#� : .': -Z O' `•.2J 6'� �8,3 g S * ,,- zo . u� r,•. F",o._-e-s.?�'iI i N1'11'r��,,1,I I II Ii. Ff4.O P=k3s17 0 t 6 J >I.a C//IT S/S MH-2 ....,;4�\•l,. f � .} , ._1 ✓�;?Qi�i _v.25 23A Lot 22 E " ;L W `�4Pkx F.F. 29.50 RNx 2iA0 i"to0f i r I � � "' j 3 _, ! i/ b b". 1 .w� .. i ' , r I i / Gr/ ��%l `\� \ l•\\i ��/� \ \_ -- f.. �i 7l\ �w �a� o' .: 1 \ \ \ '' IF•tyij` no ono T I R FM b b ---�- 5 ! i_ia it(il 8 � - - ...\ -Y - // 0 x� \\ \� I ( W ch V I I � ---r--•8 I � ,-/` '� �,L ---- �� / :� S$bH--28Q2 j�"`\\\ \4 � `� �a ,I N t R hr x•\ ��,� ,III I\_.... , .; i /. \ \ \\ o'o \ 'F�q \.. S\`�� z 7I� r { f' ' I • 9 o im / �f-/ .....,---- � .un _�� . / / _- -tw I j b [ rn ,I I /. titi 9 N4062 .ry ," zy'• , r A r v \V I I v �1 �=t� •sue f / tam �� I I /I zo' zs - �-, •. N r .-_�' rv°. C); P _ : II I ° • I J �T / °" // xSSMH-29 2 ? \ � 1j� _ ,. > �7 '� tz' O `� s v � _ s 4 4r 1' n I SSM _2 c � B � l � J\ .. H .02 Y #k -' - ' °' i i`ti- � .zs• .+1`.� :I I I I Lot 17 - ' 1 �I ...> �qy� /_ _ . � cr u -- r �\r.,•@ .�] � = s �T/ 5 :'Ij �' v 8 �, ��� i � �SS_AH-30 2 I ' 80 / _\w 10 4 •, 7 e MN ;�71 l� ��f - .yy.-. _ _�". - sSMH-19 2 SSMH-11- L is y w N M2•co PI ,/ R ti / l 59'52W ^I co 6^Pr SSMH 23 2 - �� � / 5 t - �1l R.. ji.: I �,. �^` ����'r r rr 1 .� / } /� ? OI \*!{ 1�'y,.f3 h'4•I �L-1 vl 1\ \„` =,1?, .� �� l-'f "� � /l�P 4 rf... � n ea / / ''I S .-� �sz��T,i� �� _ - � . / �i.� ►� z�a Fv..( ,tag �\ ''`..` `'- �$W �` ;�=" K.- f./ / ///i (0) i 11� : ... N2321'511W 0 25 50 100 9 4 W 110.90' SCALE IN • p 50 CANYON RIM SETBACK FEET i f � 4 � �� ( �y. } � - 70• SSMH-12 2 \�' , l y j� ��ice, N1 1 03'S7 W .80' ib - \t 1, t,; I ' �A� �.(• d , ` /�. \. n�, SSMH-14 2 .,.- ,/ - //%�j;% �. � Approved truction REVISM vedf o s -- \V l .o� CITY NEw CDYYFN75 L --- �'', a• /� /�� MAY 1 0 2018 11 _,I I II/ r.- v City Engineering Dept. �• � �) + Pull / 7l��lr� 11'11'W I. , III �. � x;` 2D' zs ,20' 20' '26• %�� y I � »� / _ r (.\ f')j '� .sr SANITARY SEWER STRUCTURE TABLE SANITAR SEWER STRUCTURE TABLE i > 11 t(` rr NAME LOCATION RIM ELEV INV. NAME LOCATION RIM ELEV. INV. I`^IW.. i.; /' N? illl jlln z lu o(�, ' ('' "� 111 tII� S 3616.00 W 3629.25 GENERAL UTILITY NOTES: N: n17z.15 N: fO43a.n ' ' '-_ , -�( dz �. ,�, ,` )I _g E. 11372.59 3623.62 18. MH- E. 1160&73NE 3628.92 -�� W 3611.E 3635.97 SE 3629.05 DO NOT SCALE DRAW7NG3 1. SEE SHEETS C4.01 THRU C4.03 FOR WATER&PRESSURE IRRIGATION SSMH SS 2 INFORMATION. N: 10994.16 S 3620.10 N: 10319.37 NW 3633.79 COND SHALL DIMENSIONS ALL SSMH-9 3626.99 SSMH-2 3639.97 THEJOBCONDITIONS AND DIMENSIONS At ( l I - �--- z '� Ili, 2 SE E. 11370.88 N 36t9.92 E: 11769.35 SW 3633.99 7!{E,pg SITE AND NOTIFY THE J -.. . e ,v \_ gg• j I' � ' ' '-� -. F';: ' , E SHEET C3.01&C3.02 FOR STORM DRAIN INFORMATION. ENGINEER OF ANY DIMENSIONAL CANYON RIM SETBACK N: 10696.68 N 3626.00 N: 10250.65 NE 3635.00 ERRORS,CMISSIONS,OR DIS- i SSMH-10 3632.92 SSAph2 3641.16 E. 1136802 E3626.09 E: 11720.09 S 3635.13 CRt7aANpES AFORE BEGINNING L y r OR FABRICATING ANY WORK. SANITARY SEWER KEYNOTES: T ;1 ` ._ , g R - 1 I I N 11 3635 37 W 3627.45 _ N: 10198.00 3641.72 N 3635.60 57,�P " x Aj I- '-r------ - .. .' ,.. ,;;,ti C ; - E: 11719.98;- v - f SSM E 3627.45 SSAki z E 3635.51 y SSMH-18 2 - ` N: 10693.66 I � L i t / � CONSL SEWER LIFT STA710N PER DEL 2 SHT.C5.02 168248 S 3627.70 �-2 N: 1019Z653642.38 W 363fi.38---. t yet At - 2 CONST.SEWER MANHOLE PER COIF STD.DWa TFSD-501 SSMH-12N 1069176 W 3628.24 E: 11892.98 r . SE 3628.37 SL PRESSURE R CLEANOU P - - �.. I � >> Pl�f /.� O3 R ISPWC SD 515 SSMH T3 E 1�981977 363868 SW 3629.05 e CON SEWS i £ SSMH 2 N: 10434.39 ��20 S 3629.90 14924 , � E: 1147019 E 3629 80 l._. ! I I j � ^. t'1t1P��� 1 .r= 1 5 �,Ssl �, _ `' t �• O INSTALL SHALLOW MANHOLE PER ISPNC SD-505 ON 10"C900 SSWR N: 10265.39 20' ze' To "' - 1 a I a' STUB.ROUTE PRESSURE LINE INTO MANHOLE PER LIFT STATION SSMH-2 3636.24 N 3630.74 0p II N: 10562.21 NE 3629.20 E na69.85 �«. u u , I yn ,.. I, u ,*. ,. .;s Q SSMH-14 3639.06 � MANUFACTURER'S RECOMMENDATIONS. SPRAY APPLY STRONG SEAL E: 1195a.82 SE 3629.30 l� SEWER COAT AND TROWEL SMOOTH TO THE INTERIOR OF MANHOLE. N: 11171.82 W 3618.20 N:10461.60 NW 363D.45 SSMH-2 E: 11106.64 3624.00 SE 36183t APPRDVED '( ( SSMH-15 3640.40 INST.8"PVC SEWER MAIN SSMH E: 1205Z92 E 3630.55 N: 11f07.t4 NW 3618.83 DESIGN M. W 3631.74 - E: 1148Z46 NE 361a93 Le INST.8'C900 GRAVITY SEWER MAIN SSMH-16 N: 10461.30 .3639.96 E 3631.85 362685 DRAW 2 M.Le 01 .8 C9C0 PRESSURE SEWER F MAINAk SIN 3619.50 _ _ U Ivc I �Ia:PA INST FORCE N: 10460.99 S 363210 E 11583 73 SE 3619.60 DATE SSMH-17 3639.71 W 3633.08 '*� __ --- -- __-- •-- ! O INST.-4'SEWER SERVICE PER TFSD-511&7FSD--51fA E: 12360.76 S N. 11133,582545 NW 3620.02 SCALE 4AS2 SHOW -- - - --- , T SSMH- 3625.35 i SSMH 17. 2 E: 11661.14 S 3620.13 DWG.Na APPROX.15'K 35'AREA AVAILABLE FOR NATURAL GAS BACKUP N: f0178.61 C 074-16 SIT SSMH-18 3643.42 N 3635.50 NY15 X5"E GENERATOR FOR SEWER LIFT STATION E: 12205.02 N: 11717.51 SSMH-31 3631.63 N 3625174 i D O J I \ E. 11717.58. ` T ,,, N: 1055b.84 SW 362835 ^4.0� N1'18'58"E 2,% =C // 50.71'A. / } "u'" 10 10"C900 SSWR,STUB INSTALLED BY OTHERS AS A PART OF COTFPOLE SSMH-19 363&46 (� f `~ 394.63' ° / y _ �,!i�( ,. ,",fit LINE.RD.RECONSTRUCTION PROJECL E:.11681.17 N 362825 SSWR—LINff 1 PROFILE � e m m V 2 �pSJ 3635 y.1 4 ugg' 3 3635 o R 3 F >p�g �v 3630 3630 a W CONST.197 LF W o d U .Pvc �m S=0. R z°� g 3625 3625 1 ap� tp�t�pp O IM M.7 MM 29Co- 7 a 1.9 6 N tNfOpN O�Fa--3Z 2Z S �+MMM UIN�W N3 A �a�2Z V N CW2 3620 r_ 3620 e• S)w q CON 2.20 O x a N qN^ a 3615 �y 3615 _ �Fzz N a a CONSi. 112 LF Fn/ P w�S 0 4D 3610 a 7[ W a 3610 _ To w oo^ Z �e�� x Tna+NbQ 7R 7R a 3605 N o:N W 3 3605 E y 14+00 +50 15+00 +50 16+00 +50 17+00 +50 16+00 +50 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 � a 3650 3650 SSWR—LINE1 PROFILE Appr ;ved fo tru tian REVISIONS p lAll IA M45 CITY REVIEW COMMENTS/1 3645 City Engineering Dep, 3640 3140 DO NOT SCALE DRAVAN CONTRACTOR SHALL YIIBFY AJ CONDITIONS AND DIMENSIONS 3635 THE JOB SINE AND NOTIFY TH 3635 ERRORS CUM OF ANY DIMENSICN OMISSIONS OR DIS- CREPANCIES CREPANCES BEFORE BEGWNIN OR FABRICATING ANY WORK N •1 - STAMP � Q o y P S=O• 14924 CONST 38 LF 3630 g i 0 3630 �C yrp M ==tS= o 97 LF-KXIC SSE .40R a +'Mg nn F�- NC3 aizz APPROVED O M O �OO�pppi I (p M N N^� h K W vi a DESIGN M. O =�T�NN =OiON� yN�s2 �� ^N }.cM ^rMp`r9in Z61d. ?3 3625 �WY M. _� �~ N N yi UI-KZ 3625 '�+' iP NZ`"niz �611-3WW DATE 4/20/2 N 23 VNOCN2 SCALE AS SH k2_? 013: ONO NO, C 074-16 SHEET 3620 C4.05 3620 +50 25+00 +50 27+00 +50 28+00 +50 29+00 +50 30+00 +50 31+00 +50 32+00 23+00 +50 24+00 +50 26+00 SSWR-LIN1 2 PROFILE o V= o " C4 0 U w 80 3645 3645 8 H w �a 3640 3640 0 �q}, W o [] z� 3635 3635 _ 8 �o 0 I �g t� z w 3630 $ i y mz 3630 `] Q Qw ww3 M 3625 3625 y ° con 3620 3620 28+50 29+00 +50 30+00 +50 31+00 +50 32+00 32+50 [� 3655 3655 SSWR-LIN 3 PROFILE a a 3650 _ 3650 Approve;,O&r str ctio AY 10 2018 REVISIONS 3645 0 REmEw 1/2018 ENrS pI 3645 City Er ineering Dept. 3640 3640 DO NOT SCALE DRAWN( i iJ -6"P OOP1 T.53(F CONTRACTOR SHALL VERIFY A .50 3635 TEDjOB SITE AND NNogFY TH 3635 ENGINEER OF ANY DIMENSION o ERRORS,OMISSIONS,OR US- .r o n $= 1• CREPANCIE$BEFORE BEGINNIN N N n o g OR FABRICATING ANY WORK. =o pin _ N� g Y� j�j N P"M Nci O p CwY$T. J STAMP CZ1414 3 +zM y 36303630 z zW n"u� — 40) 137 o =0.40% I 0 0 oa APPROVED y _ rn N� vi is �' g DESIGN pNN �y M. 3625gn Al SM�NN _ O 3625 DRAWN MAN NN DATE 4/20/2 V K3bSz V ... z +ryi19;R`A y Koiz SCALE AS SHO Owa NO. C 074-16 S y CW y 3 SHEET 3620 C4.06 3620 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 SSWR—LINI. 4 PROFILE 8E c o Hx �� vjg da 3645 3645 i•� wg 3 LL p •�Q TO 5 12 F�--11� yaw 3640 3640 W j v U� r o z�< N a 3635 3635 . 1 W 3630 i. 3 - 3630 LS+� �oorn$ og a µ�N�pp fNfpp M OONi 1 1 Na = MMM =OOniN NN V 3625yzz ~ZV6f^ zz , +"� '�9'S'' 3625 UN�NW Za..Z 22 c�' OOU HK3�2 V 1'•1 Approved structior. �a �° a 3620 3620 l_ 16+50 17+00 +50 18+00 +50 19+00 +50 20+00 ~ MAY 10 2018 City Engineering Dept 3640 3640 SSWR—LINI. 5 PROFILE1.4 3635 3635 REVISIONS Ai 1/17/2018 3630 CITY RENEW COMMENTS V 3630 3625 3625 0 T• o �N G DO NOT SCALE DRAWN rn... CONTRACTOR SH 1IIdFY CoNsT - V &z 3620 ,p�gTAAOND NEENT TH N SA 3620 - Pvc S59— ENGINEER OF r r -— ERRORS,awssIaNs,OR D6- ONST.34 LF T _ S' ' REANCI BEFORE BEGINNIIN O F p OR FABRICATING ANY WORK. STAMP O O 8 N =0. O� 2'-mpN J no i�'Noc of gSZ 3615 14924 3615 =a$�oNem�h'�'i H �'zxNzlni p-�A N C AN ---R>� L N K N3 A PPROVED 3610 3610mpp=0NOS0 . . N NM ^l SEET 11 3605 C4.07 ag�zz 3605 18+00 +50 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 14+00 +50 15+00 +50 16+00 +50 17+00 +50 o � M 2-0" SIDEWALK 8" i-•I o w 3 1"BATTER R. R. 1• o a.r~ 1.srl;t 050% 1"R. " i I 1 I i PAVEMENT A° a.g 2 R. 1/4 R. i _I F3"-3/4'PLANT MIX PAVEMENT,SURFACE COURSE 2N�'-3/4'PLANT MIX PAVEMENT,SURFACE COURSE i ' Mw' 5'-3/4"CRUSHED AGGREGATE FOR BASE,TYPE I 4"-3/4`CRUSHED AGGREGATE FOR BASE, TYPE I '' •' ^ W? o°'n o°po 12'-2"CRUSHED AGGREGATE FOR BASE,TYPE II - 6"-2*CRUSHED AGGREGATE FOR BASE,TYPE II _II 4"-3/4"AGGREGATE BASE w a _ COMPACT TO 95%MIN. W o a SUBGRADE,COMPACT TO 95X MAX DENSITY SUBGRADE COMPACT TO 95%MAX DENSITY i i I' OF STD.PROCTOR Compacted 3/4'or 1 1/2'Grovel U -I I (�-- �— Bose to Bottom of Parking Section g � a HEAVY DUTY PAVEMENT SECTION N.T.S. 2 LIGHT DUTY PAVEMENT SECTION N.rS 3 TYPICAL SIDEWALK TURNDOWN EDGE Mrs. 4 STANDARD CURB&GUTTER DETAIL N.T.S. n VERTICAL CURB (NO GUTTER) N.TS LANDING,2X MAX.SLOPE IN ANY DIRECTION A I I I a V 6' 2' 6' 1' EXIST. 10'BIKEPATH TO RIM io ° LANDINGS EC MAX 3'•� N `3'/ ` °o°o oN o IN ANY DIREC710N - I'/",�'•iJ' 6 PEDESTRIAN -- Approved f truction F*A CURB 6'Min. 4'Min.° 6'Min. DETECTABLE A b "► �" MAY 1 0 2018 W 4 WARN NG DOMES SLOPE LEGEND: a8��r PLAN �r 1.5f 10.5X(20 MAX SLOPEL. 4- 7.3X 31.0%(83x)MAX SLOPE City Engineering Dept w 4- 90%f1.OX(10.4 MAX SLOPE I 4'MIN. I 7' �a'ANN. � �A �DETECTABLE -. WARNING DOMES BERM DETAIL Q 4 Min LANDING 6'Min. PLAN 8 N.T.S. l 2' ScoPeLeceNo: I k•-li --� 4'-0'MIN. fss 40x(zdq MAK s m PRECAST CONCRETE C{4P ~ - I - - —1 y a ♦ 1x:1.ar(esq MAX UK a LL t --- --��-- -----1 TO (2)15—T.BOND BkAM (TOP COURSE) CONCRETE <• 8"CMU(7YP.)SPLIT DACE 2"-3/4"AGGRAGTE BASE,MIN. 2'-3/4'AGGRAGTE BASE ABOVE 3RD COURSE DETECTABLE WARNING DOMES DETECTABLE WARNING DOMES 6" #5 VERT.0 24"O.C. SEE TYPICAL PARING PAVEMENT SECTION SOLID GROUT ALL CELLS SECTION A-A SECTIONA-A in (2)15 CONT.BOND B AM ADA RAMP-TYPE A ADA RAMP-TYPE B N.T.s * FINIS COURSE) AL REM 1/s � FINISHED GRADE,SEE PUN FOR � I/II/ems 6 N.T.S ro ELEVA71ON&MATERIAL CITY REVIEW COMMENTS yl (2)y5 CONT.BOND BEAM (47H COURSE) I- 6"CONCRETE SLAB,SIEE PLAN FOR ELEV. 13'-4" Q DO 00 @70 00130 OO DO 00 DO p4 -3/4"AGGREGA� TOP® O 8'CMU SMOOTH FA 00 ® �FI DU.BOLLARD.TY'P. I FIRST(3)COURSES.1 FILL W/CONIC. - S ,� �DOWELS 024'D.C. 2-0" (2)y,5 CONT. i TURN EVERY OTHER LEG 00 00 -._ ro OPPOSITE.ROTATE TO 45' 'ol ® II to' DO NOT SCALE DRAWN O ii 3 CU.YD ONTAdJER S CONTRACTOR SHALL VERIFY ALI CONDITI(/ - RFSERVm T'-0"X 1'-6,X 0.080" 0 ( _ r 0 TYPICAL WALL SECTION JOB STE AM AND DIMENSIONS THE A PARING ._ ._ ® ENGINEER OF ANY DIMENSION L ALUMINUM HANDIC PARKING SIGN. SIGN TO READ"RESERVED S 00 ERRORS,ES BEFORE OR INNI 1 PNWIDZSTRIPISG PARKING'WITH IDENTIFICATION OREFANgCsBEFDRE WORK. SYMBOL AND*VAN ACCESSIBLE• 0 0 - 13'-4" STAMP FABRICATING ANY Wp2K. OW WHERE APPUCABLE.BOLT TO li z STEEL TUBE WITH 1/2'CADMIUM PLATED BOLTS,NUTS,AND WASHERS. f°" 2 1/2"So. TUBE STEEL •'. PAINTED ALUMINUM OR GATE STEEL gW�L BACKGROUND PAINT t GATE FRAME,PAINT +, -��� DOUBLE SWING GALE.GALE TO 2 COATS BLUE OF STALL - - POST CAP ____,_, PROVIDE 1OOX SCREENING.COLOR Q 3_O• I-6' I'-6' X-O' o ,$ -.- _:..— -- - ---- TO BE APPROVED BY OWNER. a. 1I/I4924 2'X 2'X.188"STEEL TUBE 4" E TUBE STEEL s GATE POST, PAINT +, k EXTEND INTO CONC.FILLED PIPE 2'-0'. l GA LATH 'q �I ~ 0 m a� ♦' 0 �_._ W-0'CLEAR- GATE POST PER GATE �L.11� C - - MANUFACTURER 1 APPROVED r 3" I FIN. GRADE PLAN DESIGN M.L �I III i t I DRAWN •I z II II = DROP ROD II II DATE 4/20/20 4' � II II � II II 3'WIDE PAINTED STRIPES 1-3' 7' a 12"DIAMETER CONCRETE BASE �LIL� LILT SCALE AS SHO PAINT 2 COATS WHITE N L—J L-J DWG NO. C 074-16 SI BEADS CTNE PAINT ALIGN WITH END GATE ELEVATION SHEET OF STALL STRIPING N TRASH ENCLOSURE DETAILS C5.01 71 PAINTED AlCESSIBLE PARKING MTS 12 ACCESSIBLE PARR ING SIGN 0 SHALL:1/4' -0• MTS Mi PERMANENT VAPOR TIGHT LIGHT SHUTOFF VALVE 0 E 2' WRAP SIDES&TOP PUMP DISCHARGE w h PAVED AREAS MIN.LAP / DISCHARGE CHECK VALV PROVIDE ON DNS- MITCHEL SYSTEMS U w o W TYPE II DRAINAGE c .- �',,.. o ESCAPE AREAS GEOTEXTILE CHARGE SIDE OF /2T4 FlNISHEO GRADE CHECK VALVE - WATER LINE S 10' a d A z AIR RELEASE LINE DESIGN FLOWS. F N N ADAPTOR COUPLING TDF=216,000 GPD I 8' V�o a TOP DRY-N7L1 2'Cl VENT-SHOP DWGS ADF= 150.0 GPM NON-POTABLE I I w 3 ENCLOSED BELT GUARD LOCKING ACCESS REQ'D.FOR ATTACHMENT WATER LINE fi ro w I U'a p.E a HATCH 14'x14" PDF= 600.0 GPM (NPWt) o CAP END GROUT DAM FOR CRY�OWNER REVIEW) _ ^ J I = J w INV.PERT PIPE DESIGN HEAD: n I I o? bQa g 23.60 ELEVATKIN HEAD 31.0' w o I y 5 MIN 'PERFORATED` PER - A g FRICTION HEAD=2.0' WATER LINE 4 MISC. LOSSES =5.0' 10 MAX- DRAM!PIPE v W',... TOTAL 38.0 SEAL(GAS PROOF > I I M^M 0 a BOTTOM DRY-HELL CONDOR ENTRANCES N PUMPS N j j W sa f- DUPLICATE - ZONE 1 ZONE 2 ZONE 3 'd TEE It ENTRIC PLUG W m o /5's 0 12"O.C.E.W. Z 600.0 GPM 0 38.0 TDH I I v 3"UNCRUSHED 1)MATS-3"CLR. TYP. VALVE F LINE DRAINAGE U DRAIN ROCK THREADE AP WETWELL VOLUME VERTICAL SEPARATION REQUIREMENTS HORIZONTAL SEPARATION REQUIREMENTS - z NOTES, DISCHARGE LINE INFLUENT v ADF=150.0 GPM zac 1:A) WAIVER AND KERNEL MUST BE SEPARATED BY AT EAST 18. ZOVE 1:A) No SPECIAL REwu EAENiS N p 1. 3*UNCRUSHED DRAIN ROCK SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 801. 20.50,. SEWER iB•� AND B) ONE FULL,UNCUT LENGTH OF BOTH PK AND WK PIPE � 2 DRAINAGE GEOTEXTILE SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 2050. 16.00 Z 1 MUST BE CENTERED ON THE GROSSING SO THAT THE zaE 2 A) ND SPECIAL REDIAREIENTS FOR POTABLE OR , � I1.00 "� LIFT STATION NOTES: JOINTS ARE AS FAR AS POSSIAE FROM THE CROSSNG NON-POTABLE SERNCE"S TYPICAL DRYWELL DETAIL 10.50 '� 1. PORTABLE WETWELL VENTILATION EQUIPMENT PROVIDED BY CITY OF TWIN ZONE 2 A) ONE FLA�UNC IT LM07H OF BOTH PW,_AM NPW_PIPE B)NATER AND NPW.SEPARATED BY AT LEAST 6 FEET AT OUTSIDE / ; , FALLS. MUST BE CENTERED ON THE CROSSING SO THAT THE WALLS N.ra 10.50 HW ALARM 2ND PUMP — 2. SHOP DRAWINGS REQUIRED PRIOR TO CONSIRUCTION. JOINTS ARE AS FAR AS POSSIBLE FROM THE atOSSINQ 10.00 FIRST PUMP CALL RANGE OF ti 3. ALARM SYSTEM SHALL BE PROVIDED.THE ALARM SHALL BE ACTIVATED IN AND C) WATER AT LEAST 18 WCHES HIGHER W ELEVATION THAN A 7"a LIQUID LEVEL Z CASES OF POWER FAILURE,PUMP FAY.URE,UNAUTHORIZED ENTRY,OR ANY AVOW B) WK MAIN MUST BE CONSTRWTEO TO WATER MAW THE MAC FF STANDARDS AND PRESSURE TESTED FOR WATER EIGHTIES OB.50 PUMPS O CONTROL o CAUSE OF PUMP STATION MALFUNCTION. PUMPING STATION ALARMS SHALL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES AB B8 D) NPW CONSTRUCTED TO WATER MAW STANDARDS AND 07.50 n BE TELE-METERED TO A MUNK:PAL FACILITY THAT IS MANNED 24 M. OF CR=NG PRE RE TESTED FOR WATER ncxnEss 4. PUMP TIME RUN METERS AND EVENT COUNTERS SHALL BE PROVIDED OR C) EITHER THE NPW.OR WATER MAN OR BOTH MUST BE N 5. DEVELOPER SHALL INSTALL A NATURAL GAS GENERATOR AS BACKUP POWER ENCASED VAIN A SUEENNG MATERAIL ACCEPTABLE TO DEQ OR E) SITE SPECIDC REC AREMENTS APPROVED BY DEG. SUPPLY TO SEWER LIFT STATION. FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES 6. PUMPS MUST BE CAPABLE OF PASSING(3)—INCH SPHERES AND SHALL BE OF THE CROSSING ZONE 3. NOT ALLOWED.CONFIGURED TO ALTERNATE LEAD/LAG OPERATION. SEE J. SAME REQUIREMENTS AS ZONE 2 EXCEPT THE RPW.MUST NOTE' SANITARY SEWER FORCE MANS MUST HAVE AIR.10 FEET ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT HORIZONTAL SEPARATION AND 18 INCH VERTICAL SEPARATION ^'1 SEEING ZONE 2 AND ZONE 3 PLACEMENTS ARE NOT ALLOYED INCREASING ELBOW 72"DIA. NTS ZONE 4 SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NPWL MUST WITHOUT A WAIVER GRANTS BY BED. ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT A� SETIL LNG. n SEWER LIFT STATION DETAIL n POTABLE/NOWPOTABLE WATERLINE SEPARATION a N.T.S. w a H � a a REVISIONS 1/11/2018 CITY RENEW COMMENTS/1 Approved nstruction MAY 10 201 City Engineering Dept. DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ENGWM OF ANY DIMENSIONAL ERRORS,OOSSKNS,OR DIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. STAMP OR APPROVED _ DESIGN M. Lee ORAKIN M. Lee DATE 4/20/2017 SCALE AS SHOWN DWG.NO. C 074-16 SITE SIEET CS .O2 0 M NOTE: EXTERIOR BACKFILL SOILS MUST BE PLACED AND COMPACTED TO AT - 8" U z LEAST 95%OF THE MAXIMUM DRY DENSITY OF A STANDARD PROCTOR AT OPTIMUM MOISTURE PRIOR TO FILLING RESERVOIR WITH WATER. v •t a la REMAIN IN.PLACE WHEN EVER WATER IS IN THE RESERVOIR. 14 HORIZ.0 12"O.C. •I o a.g 24"LAP 0 SPLICES I �•+ F &CORNERS I .a >'.S 25'_0' I z ° I �° 3'-0" I W in B 15 VERT.0 8"O.C. I r-- ----------i----------------- ------------------ —- -I °�z. a wU 0o I I" c m u Sv �JKA PEY VC 7NG 10• 4" Z rcs,- -----------... .___... 5.0y#5 DOWELS 0 8"O.C.A I CUT AND REMOVE EXISTING 10"PVC PIPE TYP.BOTH SIDES tY •�I I I GREENSTREAK#679 WATERSTOP EXISTING PUMP STATION 15 0 8"O.C. TRANSVERSE •II t I z x z-I/4• I STORAGE CELL II 3 AWYBNN ANaE 3 }W 0 12"O.C.LONGITUDINAL JI 5.0 A 0 Ii 124"LAP 0 SPLICES I 2 % - ----- Q I 318 3 STAINLESS SUE➢. I , ——, ——— ® ODIC .O �� CONCRETE SLREN ANCHOR _��• `� O III,0.G MAX SPACING I 2_0. 8" t_e" 14 c'n n TYPICAL L� SIDE WALL SECTION W ----- L--------- — — -------- i --B----I ---------------------- PROVIDE(8)3'z8'19-W-4(1�"X�s) v STEEL BAR GRATING PANELS FULL-DEPTH y� LOAD BANDING PLAN 8" .O a o � NORTH 5.0 '\ •I L •- -t � r GG�I�J #4 HORIZ.0 12"O.C. .I 24"LAP 0 SPLICES I O &CORNERS I H I r~ O 25'-0" 9'-0• I �r 8" 23'-B" 8" 8" 7'-8' ✓3' 3 #5 VERT 0 8"O.C. ----------- .Top EL 656o .h TOP EL 65.80 •I �j �1 P o r i •I I I I 4,I W 11•-10" r i r i J #5 DOWELS 0 8"O.C. I — — — — — — q a 6zso — — — — — I I — —Hirt EL szso— — I :I Iz• I 10"SDR 35 PIPE j CREENSTREAK#679 WATERSTOP II 10"SDR 35 PIPE 10"SDR 35 PIPE h 1 •I Nv. so Nv.sn I I #5 0 8'O.C. TRANSVERSE II F � 4 r 1 I I #5 0 8"O.C.9'-0"LONG •ji REVISIONS I ; Fox 9AFRE460A�S0 A.UNNW AHG E's i o h i I arTY R pwuENn to -rt----- I � I II II - J •7 1'-8" II• JI 1'-8" i 1'-8" II' 11 1'-8' II• Jj II JI 2-0"LAP v"EL 556o , I NR EL 516D II II �Jf 0 12"O.C.LONGITUDINAL —+—_——• _ —_— 24"LAP 0 SPLICES -SECTION A-A -------�-- -'� ATYPICAL END WALL SECTION N.T.S.SECTION B-B n PUMP STATION FOUNDATION I N.T.S DO NOT SCALE DRANiN CONTRACTOR SHALL VERIFY At COND171ONS AND DIMENSIONS THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMFNSMA ERRORS OMISSIONS OR DIS- CREPANCIES BEFORE BEGINNN OR FANCA71NG ANY WORK. STAMP 8" L 3"x2"x A4 3" 5 a 14924 Yi x 4"NELSON WELD STUD OF � BAR GRATING SPACED 0 3'-0'O.C.MAX. �• O APPROVED 0 DESIGN M.L DRAW M.L DATE 5/16/20 SCALE AS SHO Dwr No. C 074-16 SHEET GRATE FRAME DETAIL CS.3I Y NLS o E u No p, 3rn § F v N Who R W �i W viN �1 k }$<kT a W E W m v Li so I _ (lip{ I I la s N R. 40 80 SCALE IN FEET GOO ------ --- 1 ------- ------- - I ® -- -- --- -------Vol -L--------- --- --- dig ail AREA 2(34'X260') AREA 1(40'X306') - 16 TREES(MIN. 5 EVERGREEN) AREA 3(40'X240') 19 TREES(MIN.6 EVERGREEN) -14 TREES(MIN.5 EVERGREEN) 78 SHRUBS(MIN. 39 EVERGREEN) 93 SHRUBS(MIN. 47 EVERGREEN) 72 SHRUBS(MIN. 36 EVERGREEN) Pole Line Road E. W � a-- -_�---- - � w a a� a a LEGEND: TREES SHRUBS bow T REM saes Ai 141/2018 \1 CITY RENEW COMMENTS#1 TREES SHRUBS PER CITY CODE&GATEWAY ARTERIAL DESIGN GUIDELINES CRUSHED ROCK THROUGHOUT -PLANTER AREA(2"TO 4") INSTALL WEED 4"-6"DEPTH BARRIER NOTES: VARIES 1. REFER TO THE CITY OF TOWN FALLS CITY CODE 10-7-12 AND 10-11-2(A)GATEWAY ARTERIAL LANDSCAPING AND PARKS AND RECREATION DEPT. TOPSOIL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DUAL IRRIGATION MAINS FOR DO NOT SCALE DRAW1Nc 2. CONTRACTOR SHALL INSTALL SYSTEM FOLLOWING ALL CITY LAMS AND REGULATIONS. DRIP LINE TO PLANTINGS ° coxiRACraR SHALL N7i1FY ui 3. CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTEE FOR NO LESS THAT 1 YEAR AFTER ACCEPTANCE AND CONDITIONS AND oIMEERIFY AT PROVIDE 1 START UP AND FIRST SEASON WINTERIZATION WITH INSTALL PRICE. THE JOB SITE AND NOBFY THE 4. ALL TREES TO BE PRUNED AS NEEDED TO ALLOW FOR ACCESSIBLE ROUTES TO BE MAINTAINED. ENGINEER OF ANY DIMENSIONAL 5. ALL LANDSCAPING TO HAVE 2"-4"DIAMETER CRUSHED BROWN/GREY ROCK TO A MINIMUM DEPTH OF 4"-6 ERRORS,a1WSSIONs OR DIS- 6. COMMERCIAL GRADE WEED BARRIER TO BE INSTALLED&SECURED TO FIXED FEATURE(CURB/SIDEWALK)OR TYPICAL.LANDSCAPE ISLES OR F FANOES BEFORE BEGINNING OABRICATING ANY WORN. WITH STAPLES UNDER ALL GRAVEL LANDSCAPING(POLE LINE,ISLANDS,AND BUILDING). NTS STAMP 7. LANDSCAPING TO BE DESIGN BUILT BY LANDSCAPING CONTRACTOR AS BUILT'S WILL BE REQUIRED B. STUB OUT PI LINES FOR FUTURE DEVELOPMENT. �g1CrNAl 9. NO SHRUBS,BUSHES OR TREES SHALL BE ALLOWED TO REACH THEIR MATURE SIZE WITHIN 3'OF ANY FIRE HYDRANTS. c 10. PLANTINGS SHALL BE IN ACCORDANCE WTH GATEWAY ARTERIAL LANDSCAPING AND POLE LINE COMMERCIAL 14924 PUD LANDSCAPING REQUIREMENTS. �,4 ��OF L APPROVED DESIGN J. SKEE DRAWN J. SKEE DATE 2/12/201 SCALE AS SHO D6O.NO, C 074-16 LSCAP SffET L1.01