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HomeMy WebLinkAboutPromenade Civil Drawings 8.26.24 CONSTRUCTION PLANS FOR IN SHEET INDEX ' � 0 PROMENADE COTTAGES SUBDIVISION :: ° 06 m C0.0 - COVER SHEET d — 00.2 CO.1 NOTES r N I LOCATED IN THE NE 1/47 OF THE NW 1/4 OF SECTION 77 CO.2 - DETAILS ,, "�r` I- ` 0 CO.3 - DETAILS _ T.3N.7 RJE., B.M., CITY OF MERIDIAN CO.4 - DETAILS " �`_:E r �� _ 01.0 - ROADWAY PLAN AND PROFILE ar ° o ADA COUNTY, IDAHO, 2023 C1.1 - ROADWAY PLAN AND PROFILE r,� _ _ Vf KI101�' what's below. C2.0 - GRADING PLAN � � � � � 3coo W can before you dig. C2.1 - GRADING PLAN � `? , ''`` + ' �, SITE ` Z gm C2.2 - GRADING PLAN ,�: ��' L. v C2.3 - GRADING PLAN LOCATION.. C3.0 - SEWER AND WATER PLAN AND PROFILE C3.1 - SEWER PLAN AND PROFILE C3.2 - SEWER AND WATER PLAN AND PROFILE _. ,ram C4.0 - STORM DRAIN PLAN C4.1 - STORM DRAIN PROFILE " • rr C5.0 - PRESSURE IRRIGATION PLAN � fE 1 DIAN t - I C6.0 - STREET LIGHT PLAN s .,. r .. tTr �SS\QNAL ENS/ IDAH Pullilc 'off Department comewdipo EAST GRUB_ER AVE X-----EGR— x EGR x d3 ,4 17727 � X '� _• � 08/26/2024 J `' S O OF nk ■ — — — ------------- 1 Z, \pP G C ■� d3 — -„- - - - -- - - - - - - — —— -- - - - - - - - - VICINITY MAP c�RY SCH�P� I ■_ ■ ■ ■ ■ I I I 2 I 18 I 19 34 ■ I I ill a I k xIlLL _ I ABBREVIATIONS L �f� I I _ I -- - -I Z(XX.XXFG) = EXISTING ELEVATION 3 I 17 I I 20 33 I II XX.XXFS = PROPOSED ELEVATION O ■ I I I — ———— - I I - AC = ASPHALT CONCRETE — I a — — — — ACHD = ADA COUNTY HIGHWAY DISTRICT U) ■ I I I I — I 32 FF/FFE = FINISHED FLOOR ELEVATION > I I I i I 4 I 16 III . I 21 FL = FLOW LINE — — - — - _ J — FS _ FINISHED SURFACE Q z GB - GRADE BREAK m W HP = HIGH POINT W I I HSGW SEASONAL HIGH GROUNDWATER Io IE/INV(n0, INVERT ELEVATION VJ )IVISION Q I I + 30 I rn ISPWC IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION r , — — 1 — — — — — — — — — — — — — — J 1 + PDSD = PLANNING AND DEVELOPMENT SERVICES DEPARTMENT V I I — �� PCC = PORTLAND CEMENT CONCRETE W T O ® M � I I 7 . I 1 POC = POINT OF CONNECTION ' W z I I — — — — — — — — — — — — — Ln RIM = TOP OF COVER ELEVATION W (3 Q Z I i I I I o TG = TOP OF SLOTTED GRATE �JJ z OWNERS/DEVELOPERS I 1 1 I 14 I BLOCK 1 I = _ — O LESLEY MOBILE ESTATES, LLC � I I � g 22 I LEGEND � DBA ELM GROVE PARK, LLC I I 313 NORTH MAIN ST PROPERTY LINE HAILEY, ID 83333 I r- I I EXISTING CONTOUR 25 W CIVIL ENGINEER I I I I ` I - - N EXISTING SEWER LINE SS I . O � CORY SCHRACK I i I EXISTING WATER LINE W Q r^ NASLAND ENGINEERING I I 11 12 I 24 I 25 EXISTING POWER LINE OHP VJ 1109 W MAIN STREET STE, 660 aa�1 . BOISE, ID 83702 — — — — — — — — — I — — — — PROPOSED CONTOUR 25 z 13 CORYS®NASLAND.COM 30.00' PROPOSED STORM DRAIN LINE SD W — 9711 N89°30'43"W 363.81' 0 208-593-4677 —o - - - - - - - - - - - - - _- - - - - - !M — — �_ — — — — — — — — — I _ — _ = J PROPOSED SEWER LINE S U LAND SURVEYOR —EAST BADLEY AVE—.— PROPOSED WATER LINE w 0 II PROPOSED CLEANOUT O LAWRENCE KOERNER, PLS IDAHO SURVEY GROUP, LLC PROPOSED CATCH BASIN ❑® 9955 W. EMERALRD ST. PROPOSED GRATED SD INLET BOISE, IDAHO 83704 SITE MAP PROPOSED OBSERVATION WELL (208) 846-8570 SCALE 1' -40' PROPOSED SAND AND GREASE TRAP q x GEOTECHNICAL REPORT 0 0 0 o w o ALL GRADING AND PAVEMENT SECTIONS MUST PROPOSED SEEPAGE BED BE PERFORMED AND CONSTRUCTED IN q I ACCORDANCE WITH APPLICABLE CITY ORDINANCE, ISPWC AND THE RECOMMENDATIONS AND SPECIFICATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT ENTITLED: PROPOSED COLLECTOR ROADWAY PAVEMENT O GEOTECHNICAL EVALUATION FOR "STEVE ARNOLD", ATLAS TECHNICAL CONSULTANTS, PROPOSED RESIDENTIAL ROADWAY PAVEMENT LLC, JULY 25, 2021, ATLAS N0. B211738G x 0 a PROPOSED CONCRETE SIDEWALK a a a a NE JOB #: 320-078.1 DATE: 8/26/2024 DRAWN BY: KS CHECKED BY: CS CONSTRUCTION DRAWINGS CO.0 COVER SHEET 40 0 40 80 120 160 SCALE 1" = 40' GENERAL CONSTRUCTION NOTES ADDITIONAL NOTES L a E 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO ` 3 THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT _ V N to SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE M REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE RESPONSIBLE FOR THEIR ENFORCEMENT. ~ ` IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 1. NASLAND ENGINEERING WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR o UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL PROPOSED CHANGES v 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY NASLAND N � AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON ENGINEERING. ;o THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON 3 v SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 2. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE Z $ w RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND MERIDIAN ON SITE AT ALL TIMES. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTORS SHALL DEFEND, 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A INDEMNIFY, AND HOLD THE OWNER, ENGINEER AND GEOTECHNICAL ENGINEER PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR 3. NEITHER THE CITY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES PRIOR NOTICE. OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SSONAL FNG 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 17727 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, 4. ALL WORK SHALL CONFORM TO THE LATEST STANDARD DRAWINGS OF THE IDAHO 08/26/2024 CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), BOISE PUBLIC WORKS STgTE OF\�P"O SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. DEPARTMENT AND/OR ADA COUNTY HIGHWAY DISTRICT (ACHD) SUPPLEMENT TO THE C'�R� SCN�P�� ISPWC. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) 5. DURING CONSTRUCTION: THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PLACING OF ASPHALT PAVING. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. THEY SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE PROPERTIES OR TO FINISHED WORK ON THE SITE. BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN 6. WORK PERFORMED WITHOUT BENEFIT OF TESTING AND/OR INSPECTION SHALL BE ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. SUBJECT TO REJECTION AND REMOVAL. ALL COST INCURRED BY THE CONTRACTOR O FOR CORRECTING DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE CONTRACTOR WHO PERFORMED THE WORK. r AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. v♦ r^ 7. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON \ �JJ 11.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE / ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY Q DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT FROM THE CITY ENGINEER. SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE M PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND w GENERAL WATER NOTES ANY OTHER EXISTING FACILITIES OR STRUCTURES THAT MAY NOT BE SHOWN. rn 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES 8. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES V, FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD 1 SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. OF CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS `J FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. w T O 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY � Q SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS 9. THE CONTRACTOR SHALL REMOVE AND REPLACE, TO THE SATISFACTION OF THE NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN ENGINEER, ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN IMPROVEMENTS EQUAL OR SUPERIOR. Q r^ Z ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 10. SUBGRADE SHALL BE INSPECTED BY THE PROJECT ENGINEER RESPONSIBLE FOR THE �JJ (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). GEOTECHNICAL ASPECTS OF THE PROJECT PRIOR TO INSTALLATION OF FOOTINGS OR O 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR SLABS. O POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A 11. FINAL GRADING SHALL BE INSPECTED BY THE SITE DESIGN ENGINEER. PRIOR TO POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) OCCUPANCY, THE SITE DESIGN ENGINEER SHALL EVALUATE ALL GRADING ACTIVITIES v v INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOR COMPLIANCE WITH APPROVED PLANS. A SUMMARY OF THIS GRADING SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND EVALUATION AND COMPLIANCE DETERMINATION SHALL BE SENT TO THE PDSD. ANY D SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). REVISIONS TO THE APPROVED GRADING PLAN MUST BE APPROVED BY BOTH THE SITE DESIGN ENGINEER AND THE PDSD. IF THE GRADING DIFFERS FROM WHAT WAS O 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE ORIGINALLY APPROVED, A REVISED GRADING PLAN SHALL BE SUBMITTED AND r^ CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). APPROVED BEFORE ANY MODIFIED GRADING IS UNDERTAKEN. Q VJ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL 12. CONTRACTOR SHALL APPLY FOR ALL FULL OR PARTIAL STREET CLOSURE PERMITS Z z EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE AND PROVIDE TRAFFIC CONTROL PLANS TO BE APPROVED BY ITD, ACHD AND/OR W O CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. CITY OF BOISE PRIOR TO MOBILIZATION. GENERAL SEWER NOTES 13. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS AND SPECIFICATIONS, THE O 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 14. INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS CONSTRUCTION NOTE NO. 1. WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 1OPM AND 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5AM. THE SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW. DEPENDING EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD RESERVES THE ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED OUTAGE. CONTACT x (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). BRIAN FROBERG AT 208-941-9132 OR BRIAN THIES AT 208-484-3926 TO SCHEDULE WORK. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR h POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A 15. ENGINEER TO VERIFY ANY EXISTING PEDESTRIAN RAMPS AND CERTIFY THE RAMPS q POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) MEET ALL ADA CRITERIA FOR THE DIMENSIONAL STANDARDS WITH THE PROPOSED INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH IMPROVEMENT PLANS, AS SUBMITTED. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). PROJECT BENCHMARK INFORMATION o 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE IDAHO STATE PLANE WEST ZONE, NAD 83 SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). SET J" IRON PIN EL (NAVD '88)-2597.11' W GENERAL ROADWAY NOTES LOCATED NORTH OF E. BADLEY AVE. NEAR ITS INTERSECTION WITH NE 3RD STREET � 0 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PRIOR TO ANY CONSTRUCTION. PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL NE JOB #: 320-078.1 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DATE: 8/26/2024 TRENCHES ABOVE THE PIPE ZONE. DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---------- DRAWN BY: KS CHECKED BY: CS GENERAL DRAINAGE NOTES 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT R INSPECTION. PRIVATE DRAINAGE FACILITIES PROJECT BER RESPONSIBLE FOR INSPECTIONA D CERTIFICATION OF DRAINAGE FACILITIES; ARCHITECT C ALL TI S; HOWEVER L BEYOND EPAIR LIMITS SHOWN PLAN. FOLLOWING CONDITIONS ARE ISTED INSEC ION 6000 OF HE ACHD POLICY MANUAL. CONSTRUCTION DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE OFFICIAL UNDER THE APPROPRIATE PERMIT. CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DRAWINGS DURING TRENCHING OPERATIONS. 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET col COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. NOTES L c v E 'c ao u m C c M c ; J H C 01 N M V1 0 V M 00 G/ Z3 N $� w V �.26 1/$� , 1/8 �26 1/8� 2.4 24 NETS, INC. S�ONAL LEGEND 23 3/4 } 23 3/4 WELL COVER, $- DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN .COVER AND CANISTER } FN 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKfTED I H-1 , 1/2 2 5/8 851 NORTH HARVARD AVE. FINISH GLADE Q CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) } �21 7/8 _21 7/8� 1~ LINDSAY, GR 9324� 2 Q 3/5" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER ND d TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE. INSULATED, SINGLE- 23 5/8 23 5/8 TOLL FREE: 1-$DO-726-1994 17727 b - 1 4 . CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS We 1+1Id �� p � PHONE: (559)562-9888 ,L EI o ,`•.;•� r,o Q PIPE SHALL BE PERFORATED PUG, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6.. SIDE VIEW SIDE VIEW FA]t:(559)56244$8 08/26/2024 a PIPE. DRILLED WELLS MAY USE 4" PIPE 1" Manhole Riser 1 1/2" Manhole Riser WWw.nds�lo.com ST O -I '•' 0 NONWOVEN FILTER FABRIC AROUND OPFNINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK q;'E(y0 no _ _ , 0 POLYPROPYLENE FIBER REINFORCEMENT AT 1 112 LBS/CY C + a AP = CRY 13ACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY- 2B 1/.8 f 26 1/8 Sc 1HRP�' " + USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 24 /$ 1 1 24 /& NOS 12"SQUARE POLYOLEFIN 23 3/4 23 3/4 GRATE W!LI.V-INHIBITORS. $ 3 NOTES: 2 1 f 3 1/8 3 I f 411/8 SLOPE PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR STORM DRAINAGE FACILITIES } ti N.T.S. 2. THIS DETAIL IS FC7R WELLS INSTALLED BY DRILLING bR BY EXCAVATED PITS ¢ 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY AGHD 23 5/8.� 23 5/8 _ 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION SIDE VIEW SIDE VIEW 2" Manhole Riser 3'' Manhole Riser d I I I ern 26 1/8 1 1/8 26 1/8- 1 -- �24 .24 m# } �23 3/4 23 3/4 > 7 W -`r 3 ¢ 5� 1/8 5 i fiII 1/8 L.J } t Ld 6 SECTION CONCRETE COLLAR } 21 '/$ .� 21 7/s I ' W j N.T.S. 23 5/8 23. 5/8 r^ a ° SIDE VIEW SIDE VIEW vJ w DRILL 1(8'WEEP HOLE TYPICAL OF 4 PLACES AT ., Manhole Kiser Manhole Riser COMPACTED SOIL BTU CORNERS. 1 25 3/4 a"GRAVEL BASE T TO fi"DEEP BELOW NOS 12"SQUARE TAPERED POLYPROPYLENE V, v --3/4 26 1/8 I 1/8 CATCH BASIN W!U.V.INHIBITORS. � b o BASIN.TO PREVENT STANDING WATER. -� z¢ W r 0 3 4 23 3/+1 r 2 2 7/8 SECTION 0W } 1/8 tI 1 7 ' rn b 6 1 1/2 7 6 ' 7 1/8 V NOTES: z } 1, GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. /r O SIDE VIEW 21 7/8� 2. RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION, \� 7 � 3. DO NOT USE OVER 5 RISERS WITH CATCH BASIN.Manho3e Cover Frame 5/8 4, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Min. Weight 147 Ibs SIDE ME S. DO NOT SCALE DRAWING. Q CL IN SECTION NOTES: 6. THIS DRAWING 15 INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN � N.T.S. A()FIBERGLASS DUST PAN REQUIRED 5 Manhole Riser PROFESSIONALS FOR PLANNING PURPOSES ONLY. 0 ON ALL MANHOLES THAT ARE NOT 7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVEC ON PAVED STREETS. BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE, *MANHOLE FRAMES & COVERS SHALL N� w BE SET FLUSH WITH ADJACENT ROADWAY/FACILITY GRADE Q (H•/- 1/8"). COVERS SHALL NOT BE WARPED. ANY WARPED COVERS SMALL BE REPLACED. II ❑ �y 2017 AGHD REVISION 2017 AGHD REVISION MACHINE ALL MATCHING SURFACES- SQUARE CATCH BASIN 2017 ACHD REVISION GALL UNITS IN INCHES. z` U) 12'SQUARE CATCH BASIN-TYPICAL INSTALLATION FORLANDSCAPE APPLICATIONS IDAHO STANDARDS IDAHO STANDARDS KEYCDMPONENT FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARDDRAWING IDAHO STANDARDS www.ndvr0twv&5z O CONSTRUCTION �BSERVATIGN UVEEL �— �� CONSTRUCTION BSERVATIGN V�IEL_L �- j FOR PUBLIC WORKS STANDARD MANHOLE FRAME, STANDARD DRAWING: {AGHD SUPPLEMENT) 1 OF 2 (ACWD SUPPLEMENT) 2 OF 2 [ACHDNSUPPLEIMENT)ON COVER, AND RISER NO. SD-617 REVISION DATE B-z4-2015 � U -EM O LOSE TOP 8G 51DES OF FOCK 5°4ND/GW_&SE TRAP (ISRWC SOD-624) OR WITH NON WOVEN GEOTEXTILE FABRIC 2 SEDIMENT MANHOLE CLSFWC 'S0-611) � 1-FT MIN 71'P �" MIN TYP 18' Nk H4JPE OR PVC 18' VIA. CORRUCATU) H DRE F INSTALLM YOH 41141BER-S/ PERFORATED PER 2' RINLC, 3sOrR ENCLM 70P � 5TDB OF KO K RV� PIPE PERFQTEp PER SHIP$ INSTALL 111Q1+El,l � $CFiEDULE C�EIiO55' C PER WITH NON WOVEN FILTER F'AWC � O O O O 15�9ti+C SD-$17 PfrRF,DE�lL'll�fhd SOHkp�ILE CaE07EXTIE.E TO 'aEPA�,+�1E S� �O '� � � O O (TYP TREES & SHRUE:S ANa DUN f7QOl{ NOTE " O O O O O O O ORE NOT PEilWTTED RYATIONI OPTIONAL STORIAWATER STORAGE - crlla .s. 0 O O O O O aC N TOP 6F SEEPAQF WELL CHAMBEE'S, SHAPE & SIZE ;r '•''• � ° � STORM 0[60ED VARY PER MMUF.ACTLIRER : : ': i8" O DRAIN O ELEV IfJ C I EE C01'E x; W L'En1 EOi-XTILE 6ET1'1'E 2 O O O O 00 O E.EV BOTTOM BAFFLE NOTES '.'x. '• .' - r 1Y1�IPS AJ`ID 2- DRON RD"V —12' M HDPE ®O O O O® Ew-I c� { ■ • • • • o " O • k a � o OVERLAP w N AND NON try -OR F'YO O O SEE • . • • • . 18 a s t a �''• �'i 7eEN OEQTEXT14E A mll a 4F � � � 7 STCI PERFATE� HATE 11 1-FT ON ALL SIDES �. �' F'£R SCHEDULE � \ _ 09€ St 2' H'�l9HF?} D�A1N �re 2' wA5}+ED D#�+�N BELOW SEE °D K { TIPS +n ROr,K CHI _ F#OFE 11 NATiVEL ';•_ .:: .. •..: �" W�:HEO 1+ARIES-SEE 2" wHED :rf' _L n Rl�IN R PLJ4N SHEETS DRrVH I6CK 1.5•-FT � �T� FLAN p 5' '181- SOLI y N.T.S. Co ASTM C33 AS TM C33 ASTM C 1 W WALL PIPE �IIITFt 1,5-FT 6 FILTER '3Af,ID FiLTEiR 5A+4G 4iI[}THI '�+AJ�IE'$ F7LtE� 1'-a- 4' OF r PIPE BEG'DING 3TFT PER PLAN Sella 15' I•b4x WIL7TI1 {MIN,} N#IW�1VEi�1 FILTER F�R1C, OVER TRJV+ISITI4N 5-F1 IN 1 fa1NMIJUfa of I-FT TOP AMID BED NON-PERF,7RATED £LEI+ATIbN OPTIONAL C11HIAMBER STANDARD SIDES ONLY TO PERFORATED PIPE SE— TION SECTION A-A SECTION N.T+S. N.T.S. NT N.T.S. OBSERVAT10 1- E3MP 1-4 OR YnETATrD PRETREATWEw IS F11:olI1REQ. WELL l WiDT-H I NE JOB #: 320-078.1 ?- NTp,,T DE N PROnSS14NAL POR SEEPAGE BED REDES" IF GROUNDWATER IS iEN NTEREU A & DATE: 8/26/2024 MAX H5I 1W ELEVAN)4 I . .3- ALL �,W,ILTS, MANHOLES, jk SAND OKASE T SK• L1 BE �5 GREA�TIER LOB PAYM DRAWN BY: KS 4, 'SMPA,GE &ED SHALL BE 5140" ON tM PLAN AND PROF" VL � _ _ `� 2•-0- CHECKED BY: CS S. OPTIONAL Cr d11BER5 PER MANUFAICTLIIRM 5PECIFI0A1I0NS rri OR 2•-6' 6, ALL GE EXTILI: SEAMS '.;Kkl � i FOOT MINIWUM lk )1 7- Ek- PH ]_ EL 807FOM PER ORATIOM INI 18' PERF PPE f 43•I A y 4 NOTE: S. MAXIMUM BED LENGTH 1s 4DD-FT BETWEEN MANHOLES � A T8' P£RF PPE 12" PEW PIPE SECTION A--A A 9, BED YIICATI+ SH�4LL R'€M�1H QONST,b,r,1F � yylQ SASS SEE NOTE 11 TOP OF COLLAR TO BE FLUSH $O. WATERTFGi4T CONNECWN REOLARED N.T.S. WITH MANHOLE CCNER. IT. HIGH FLOW 13YPP.SS PIPE ONLY NEEDED IF 0100 VELOCITY -M S71RUCTU2IE 3 -0.5 FPS z BSERV iIQN PERF ATPON $CHEDULE 3LB PER CY Of FIBER-RI_W-ORCED CONSTRUCTION r CONCRETE MAY BE USED IN LIEU OF 'kELL OF I'ERFT R,ED PI IN EA ON LEGEND RERAR WITH ENGINEER'S APPROVAL. DRAWINGS COVER PI4TE5: ACRE STy�ET 4F G �1E0 PIPE. $ EA ON FOR SEEPAGE BEDS OUTSIDE PUBLIC RPG1-IT-OF-WAY, WIT1•L" 'tiOEW,I`LK 1&", 8 EA ON 12" �1 #4 REBAR (2 EACH) SEE SECTIDN A-A). 1. A MIMMUM 1.5-;FT G(V FFOM T37P OF 13ED TO FINCH @RliDE IS REOUkRED ya REBW3 AT 20' SPACING. 7 FOP SEEPAGE BEDS INPUBLIC RIGHT-OF-WAY: -.F � �3 1f8"-1/4' 1- A MiP*MUM 1.0T COVER FROM TOP OF BED' TO PAVEMENT SLMrvRADE r5 REOLItRED SCARES. � � - 15ACKF ib ILL OV51P B 1-0 SIlI3G1?.4DE WTYNt 5'-e MrN 4L1S PITRLA4 I I RIM. --YwCNZI4 OEOTCXTILE FABRIC RE CORED OVER TOP OF $ED I i --TOP OF BCD UNDER 51DEWAV SHALL $E uIN 1.0-177 BELO'H PAvEPAENT SVIDOPADE PLAN FRAME AND COVER PER SD-617, 2- IF < I.0-1'T rLCvXR FROM TOP Of BEG TO SQRAM, ANGUUW J' TO 2" ROCK IS REOU )BSERY14310fd Wes; 2 REOUiREG PER BtGKk WITH N.-T.S-+. CI SEE "DETAIL A" FOR REBAR IN COLLAR, 6„ h11l�IF�UM 5'01 SIB F'I YURW rACE IN PLACE OF 2' DRAIN Rc)QK. (�) FINISHED GRADE. 3_ Ft1L1. ROAVINAY AEQ=N IS nWIRED OV+EZ SEEPAGE BEDS• SEEP E BE#S SHAD NOT IEVENCI ABOVE RFOUIREIZNTS FOR Fl LITiES IN RIGHT-OF-WAY 2" (MIK) C0.2 ,SI•JB f (S) SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MMIMUM HEIGHT. 4, THE DE N PR NAL 6 LELf RESPOe+ BLE FOR 45MING THE BMIN RE 7 OF 7FE 1• BED IS WAITED TO rA WITHIN �"Ffi OF CURT; F UNMR ROApWAI ; � GR�VT BETWEEN RING AND COVER AN9 GRADE RINGS. SUBGRADE SOILS PETERMIMNG THE DEPrM OF FOUNDATION STONE 2. NO G TER THAN 1O-FEET WN DEPTH TO THE BOTT01 Cf TK Rom; 3, MAY KOT DIEND OUw:TSIDE OF THE R�HT-CIF-LIIILT' (MAY'ROT ENC H ON PRVATE LOT IN AN MEMENT): 10 FRiBILLATEI) POLYPROPYLENE FOER (1 1/2 LBS. PER Cif) DETAIL A DETAILS SEE E1I� 20 SHEET 2 OF .3 FOR Ar-Ed i�NAL NOTES MAY BE USED IN LIEU OP #4 RESAR IN CONCRETE COLLARS. N.T.S. SEEPAGE BED WITH EEPA E BED WITH 2017 AGHD REVISION �d,� S�ANGt�G DRAYV�N>G 2017 AI�CDARD ORAWIhkC AGNL' ST UR���NDES1� 4CND S OR1d DE�f� IDAHO STANDARDS STANDARD DRAWING ES OPTIONAL CHAMBERS pPQ � �NOPTIONAL - A� �� k B PQ FORPULIOKS MANHOLE COLLAR ND,HTCONSTRUCTION SD - 61 FD ACHD SUPPLEMENT) L c v E 'c ao u m ASPHALTIC CONCRETE 2.5" ASPHALTIC PINCRETE 3" o CRUSHED AGGREGATE BASE 4" m .: V CRUSHED AGGREGATE BASE 4 / s" THICK CONCRETE 1 catLl ^ 6' STANDARD CURB 1.75 Me - / / \ AND GUTTER / /' T / e/ S RUCTURAL SUBBASE / 20" D ° Z $� LLI F��C 4" OF 3/4" MINUS CRUSHED BASE v / /STRUCTURAL SUBBASE 14 ! ° MATERIAL AS PER SECTION-800 zl EXTEND SUBGRADE & BASE 6" BEYOND CURB \ \ \ EXISTING SOIL SUBGRADE \ \ \ \ \ \ SOIL \ \ \ / EX I N j 30' CROWN 5" THICK CONCRETE I 12 -►{ 3 CUS TAPER (MIN.) 3" ROLLED CURB 1.75% t 0.25% NOTES: UTTER NOTES: AND G 3 B 1. REFER TO ISPWC SECTION-800 AND THE GEOTECHNICAL INVESTIGATION 1 �XSS F�cc �pNAL FOR ELM GROVE COTTAGES" PREPARED BY ATLAS TECHNICAL 1. PER ACHD — COLLECTOR ROADWAY SHALL BE SP-3, 0.50—INCH ( ") c .^ ,'e. 4" OF 3 4 MINUS CRUSHED BASE CONSULTANTS, LLC DATED JULY 7, 2021 FOR ADDITIONAL INFORMATION MIX, PG-64-28 THREE INCHES (3") THICK, AS A MINIMUM WITH 4" OF �.� 2 ° P / " AND INSTALLATION RECOMMENDATIONS. q" BASE AND 20" OF 6" MINUS PIT RUN. p o o MATERIAL AS PER SECTION-800 17727 2. REFER TO ISPWC SECTION-800 AND THE "GEOTECHNICAL INVESTIGATION 1 3 o EXTEND SUBGRADE & BASE 08/26/2024 RESIDENTIAL ROADWAY DETAIL (PRIVATE) 1 FOR ELM GROVE COTTAGES" PREPARED BY ATLAS TECHNICAL , 6" BEYOND CURB `rT9TE OF��P�� NOT TO SCALE CONSULTANTS, LLC DATED JULY 7, 2021 FOR ADDITIONAL INFORMATION Sr, AND INSTALLATION RECOMMENDATIONS. 3 B VARIES 12" 5" THICK CONCRETE � Guj COLLECTOR ROADWAY DETAIL (PUBLIC) ' D 5'-10' 1.75% t 0.25% MONOLITHIC POUR CONCRETE 6' STANDARD CURB NOT TO SCALE 1 PER SECTION-703. AND GUTTER EXPANSION JOINT AT POINTS ` REPAIR P SURFACE OF RADII TERMINAL.O© p: (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE 3'-0" PERSPECTIVE e ° > e MATERIAL AS PER SECTION-800 z 4'-0" EXTEND SUBGRADE & BASE O FS FS 2'-0" 2'-0" 6" BEYOND CURB R1/2" 1 1/2" r n ,> V SLOPE PER PLAN 1 5 SLOPE PER PLAN ---_ ° 5?R�o 12" s" THICK CONCRETE 1.75% t 0.25% � 3' ROLLED CURB _ d \ \ AND GUTTER \\\\ FL \ LEGEND: 4 4 / j � � p, . D SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE \ \ \ \ 1C 6" OF 3/4" MINUS CRUSHED �JJ B °' (4' MIN) MATERIAL AS PER SECTION-800 AGGREGATE BASE MINIMUM. \e 0 0 \ \ \ \ " \ O2 CONCRETE. \ 95% COMPACTION 3 4'$ CRUSHED 6 / TYPICAL SECTION EXTEND SUBGRADE & BASE //' AGGREGATE BASE / \/\ 3 1 2" EXPANSION JOINT. 6" BEYOND CURB / \ \ \ NOTES: r^ V LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. v J NOTES: © BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. w T O GRADE OF GUTTER MINIMUM 0.4%. O SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% t 0.25% UNLESS OTHERWISE SPECIFIED BY THE OWNER. r� W Q B FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. OD SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. v/ NOTES: © FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. EO 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO ``' Z PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. p PAY LIMITS FOR VALLEY GUTTER. O 1. REFER TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION O DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" (ACHD SUPPLEMENT) STANDARD DRAWING SD-708 FOR MINUS CRUSHED BASE. _ ADDITIONAL INFORMATION AND RECOMMENDATIONS. O MODIFIEDVALLEY GUTTER 2017 ACHD REVISION 2017 ACHD REVISION (PRIVATE) � IDAHO STANDARDS IDAHO STANDARDS V V FOR PUBLIC WORKS STANDARD DRAWING FOR PUBLIC WORKS CONCRETE STANDARD DRAWING D NOT TO SCALE CONSTRUCTION VALLEY GUTTER N0 SD - 708 (ACHD RUCTION SIDEWALK N0 SD - 709 w (ACHD SUPPLEMENT) ( Q QV, LENGTH & WIDTH MIN 6' WIDE PED XING: 4' MIN. VARIES PER 35—FT MAX SPACING IN HIGH i x DESIG VOLUME PED AREAS, PAVED 1 WSURFAC O SPACING OTHOERRED AREAS, FT MAX 15' STANDARD CURB. CURB/EDGE RESTRAINT PAVEMENT/GRASS/MULCH 12:1 «,¢ __ 1 _ A SURFACE OPTION r J, 4- TMCX CONCRETE O ` • .�� L— -- 2" OF 1/4" kI1Nu5 CRll3HEEJ RASE SEE NOTE Cl' MATERIAL AS PER SECTION-800. fi $TANQAR'� CURB . 4" CURB BREAK @ 2' —SIDEWALK— DAMP SECTION AND cur�R 12' ON CENTER, BACK SIDE ONLY� if +' lAIN. P� .� � .� .� T.757�3 Q.$S75 c� W W W W W BIORETENTION 6' W W W W SIDEWALK WAY BE NCN-c-ONTINUOLIS. SIDEWAL+S IS NON-CCNTINUGUS. 3'x W W W W PLANTER - W W W .L 41 r1 w I w w w w w w w w w w w 41 =SEE NOTE 56 • 8" C900 PIPE �. 7' a' L-T „ 5" THICK CONCRETE i ^•+. >' PER ISPWC SD-715A t2 +" OF 3/4" 041J5 CRUSHED BA5E *#4' RAdtUS Tl UATERIAL AS PER SECTION-809, eh AND GUTTERuRa � 8" MIN PIPE OVERFLOW A INLET OPTIONS, SEE BMP 31, SHT 2 OF 2 �' q TO STORM DRAIN REFER TO ISPWC/ACHD SD-715A CURB VARES 12" 4' MiN. 12" A °D NOT USED OPENING INLET 1 75% # a 257 SD STORM DRAIN TRUNK LINE 8' STANDARD CURB_ Ei" sTAFJ>}ARa CURB. _ *�k THIS RADIUS MUST BE INCLUDED FOR L � — RAMP TO 9E CONSTRUCTED CCME'CTa Y_ , TYPE "CS' TYPE "C4" x> i" THICK C:GNCRETE PLAN 15' RADIUS MINIMUM 15' RADIUS MINIMUM � SURFACE REPAIR L 2' OF 3f4' fAINu5 OR115NEd BASE N.T.S. MATMAL AS PER SECTIQN-804, L 6" STANDARD CURB WIDTH VARIES DOTES, AND GLITTER WITH DEPTH THIS TOPE OF RAWP MAY BE USE6 FOR LARGE C04IMMCIAL APPROACHES WHERE THE STANDARD CONCRETE APPROACH J5 NOT REDUIRED. THESE ALSO MAY BE USED FOR ALLEY AND PRIVATE StREET APPROAC►n WHET: VARIES 12 d' k11N, 12' A. THE SIDE INALK r5 NOT REOUIRE:D TO CONTINUE AROUND THE RA1}IUS 1S B. A SEOMD RAMP IS NOT REGWRED TO MO+�E PEDESTRIANS ACROSS T11E PRIh1ARY STREET. 10' 1.75X # 0.25X �11 OPTIONAL �� NE JOB #: 320-078.1 OVERFLOW TO O - B cuRa ON THE RADIUS MUST BE 6" STANDARD CURB FOR SH04114 DIWEHSIBHS f} STORM DRAIN 24 DATE: 8/26/2024 BIORETENTION CURB/EDGE RESTRAINT PER ISPWC All RAMP SURFACES MUST CONFORM TO ADA RDQUIREMENT ..... DRAWN BY: KS NOT USED SD-701A, 4" CURB BREAK AT !�+ 5` THICK CONCRETE SOIL MEDIA THIS TYPE OF CORNER MUST HAVE A SINGLE RAMP TURNED PARALLEL TO THE PRIMARY STREET. CHECKED BY: CS SIDEWALK @ 2' O.C. FOR DRAINAGE SURFACE REPAIR DEPTH � CORNER RADIUS 15 T5' AS k MINIMUM. 4` OF 3f4' MINUS CRLFSHEi3 SASE VARIES THE DISTRICT MAY REQUIRED LARGER RADIUS SIZES WHERE LARGER VEHICLE TURNING IS EXFE=. MATER!Ai- A5 PER SEC71UN- 50O_ SIDEWALK 52`o SLOPE 3- ROLLER CURB ?' T4E RAMP THROAT VADTH MUST BE 4 FEET MEASUREIG PERPENDICULAR TO THE 7 FOOT THROAT SIDE- AND GUTTER, VARIES THE RAkiP TFrROAT a€PTFi MUST Ei€ 7 FEET MEASURED FROM THE FACE THE [yJRJ3 TO THE BACK OF THE APPROACH. NOTES. CONSTRUCTION T}2E 7 FOOT SIDE OF THE RAMP THROAT MUST BE PARALLEL WITH THE EYPECTf a PATH OF :1IE PEDEx,TRIAN AND NOT #4 DEFORMED BAR, 9" MIN PERPENDICULAR TO THE CURS FOR EXAMPLE; PARALLEL WITH THE CROSS WALK STRIPES, THE STOP BAR, OR THE PRIMARY � L4CATI0 GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED 6Y THE Q%NER, EMBED MIN 1 1/2" 0� SLOPE ( STREET CLIRI_ -BASE TO BE COMPAOTEb TO EXCEED 95% OF STANDARD DENSITY. DRAWINGS COVER @ 1.5' B.C. (TYP) 4" OF 3q" MINUS THE RA►IP 'A1KG 4IUST K 6 FEET IAEASURInp AT THE 0uR8 FAQ FOR 9,' STAN4.KRD OUR& � SLOPE SIDEWALK TOWARD tHB STREET NOT TO EXCEED 1.75% f 0.25% UNLESS OTHERWSE SPECIPIE:EJ CRUSHED AGGREGATE, EXTEND THE WNC AWAY' FROM THE ROAD IS ELIMINATED AND R£PLA[ED WTH A HIND SUBSTITUTE THAT r5 4 INCHES ►NGH AT THE EY THE DWNER. SUBGRADE FACE OF THE STMOARD CURB AND 0 ZHES I-HGH AT THE BACK OF ME RAMP AND POURED WOM)IJT1IICALLY WrH THE 0 0 0 0 0 0 0 0 0 0.5—FT BEHIND CURB (TYP) RAMP. p0 SCORE: At iNI ERVALS Td MATCH WIDTH ❑F WALK NDt 7O L?{GEF3} 5 FEET SPAOTNG. IN 9O1ki THE 8" PIPE TYP 30 MIL LINER ALL RAAP$ MUST HAVE A 1,EINMUM 4 FOOT K 4 FOOT LANDR+O OFEHJN€I THr;M FOR PEDESTRIAN-4. LONO�TUDINAL AND TRANSWRSE DIRECTION FOR SIDE'WAtK GREATER THAN 5 FEET IN 1NOTH. 0 0 0 0 0 l o 0 0 0 o MAX HSGW 1/2" TRANSVERSE PREFORMED IMTUMINOIJS JOINTS AT THE TERMINUS POINTS FOR CURVE AND MERE 8" SOLID WALL SDR 35 PVC ELEVATION (D Aa-1 OONORrT7 A0,01NNG THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5 1Na4ES THICK WTH 4 i1JCHES OF 3/4 SIDEWALK iS PLACED BETWEEN Two PERMANENT FOUNDATIONS CP ADJACENT TO A STRUCTURE. INCH ADGREGATl BASE. PLACE T/Z' EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENBTH- 2 EA 45" BENDS (TYP) RAMP CROSS SLOPE TO BE t.75X f Q-2F?X � DRIVEWWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4' OF 3/4' NATIVE MATERIAL OR MINUS CRUSHIEa BASE, CO.3 OPTIONAL GRAVEL LAYER WITH CHOKER SECTION A-A FOR ADDITIONAL STORAGE SEE NOTES ElpEWALK CONSTRUCTION JOINTS SHALL BE CGINSTRUCTED APPROXIMATELY a' WIEPF �" IN DEPTH AN❑ BMP 31, SHT 2 OF 2 f1NCSHED AND EDGED WGUTH_ A PREFORMED EXPAKSI-DN 00INT FILLER SHALL BE PLACED FVEi?Y 40' NOTES: N.T.S. FOR NEW 51DEWALK CONSTRUCTION. 1. SEE NOTES ON BMP 30, SHEET 2 OF 3 ALL CONCRLTE SHALL 8E CLASS 30130 PER SEOt14N-707 UNLESS NQTED QTH YA5 DETAILS 2. IRRIGATION TO BE DESIGNED FOR SPECIFIC APPLICATION 2020 Bozo 2017 B I 0 R ET E N T I 0 N PLANTER STANDARD DRAWING l[)ARa STANDARDS PEDESTRIAN RAMP TYPE C S-FANDARO DRAWING IDAHO STANDARDS CONCRETE STANDARD QRAWING ACHD SG°RMWATER GUIDELINES DESIGN BMP 31 F CONSTRUCTIONOR PUBLIC ORKS Na. FOR FOR NEW S�— 1 � CONSTRUCTION DEVELOP ENTPUBLIC WORKS SIDEWALK N�. SD - 709 SHEET 1 OF 2 ftafl�lm lkumwaafl�lm PART NUMBER DESCRIPTION 1 m I C �7 ITEM NO. ATLAS-S-GALV-03-PIPING-FM MAIN PIPING,VALVES, QTY. BLR SerleS BLR Series in .� C% , FITTINGS Project v E 'c 1 GAGV-02-CP-RNF-E-G COUPLING, GROOVED, GALV 2 LED Bollard Light Date Type LED Bollard Light `° " ° 2 GAGV-03-CP-RNF-E-G COUPLING, GROOVED, GALV 6 °'c ° of 3 GV-FLANGE-03 FLANGE, GROOVED, 2-3/4" LG 1 Available Models' Dimensional Drawings N ° 10 STAND, SUBMERSIBLE PUMP, ° , o BLR-40K10W-740-BRFL Bevel Edge/Tapered Top Flat Tor) 4 PFP-GALV-03-TSS-03 1 � FLANGED, 24" H BLR-30K20W-740BRT ❑ BLR-40K10W-740-BRFL 6 l\ 3 SPOOL GALV ATLAS-S, PRE- ❑ BLR-40K10W-740-BRRL BLR-40K10W-740-BRTL BLR-40K10W-740-BRFL BLR-x20W-740BRT oRound Dome To V1 c BLR-40K20W-740BRT / D o ` 11 5 PFS-GALV-03-S-SP-PF-01 FILTER, W/PIPE STAND 1 � � 0 CONNECTION E] BLR-40K10W-740-BRTL F] BLR-40K10W-740-BRRL ,: 4 ATLAS, GALV, 6.3 in. 6.3 in. 6.3 in. 6.3 in. � Ln 2 6 PFS-GALV-03-S (1&D) 1 BLR-40K20W-740BRT BLR-40K10W-740-BRRL Part Number Breakdown O C moo INTAKE/DISCHARGE SPOOL /-�1 (160 mm) (160 mm) (160 mm) (160 MM) M �o ° 9 SPOOL, GALV,ATLAS, 3" Example:BLR-40K20W-740BRT Voltage • — i 3 7 PFS-GALV-03-S-SP-PD-02 FLOW METER INTAKE 1 5-Year Z �� w (W/VANES) no-277VI IP65 warranty lJ 8 8 PFS-GALV-03-S-SP-PD-05 PIPE SUPPORT,ATLAS, 2" 2 8 9 PFS-GALV-03-S-SP-PD-06 SPOOL, GALV,ATLAS, 3", 1 Color ,. VERTICAL CW SCREEN 1 SPOOL, GALV, ATLAS, 3" 20W[20 W] T[tapered top, no louver] 10 PFS-GALV-03-S-SP-PD-03 FLOW METER DISCHARGE 1 30K[3000K] 740 6 ELBOW WITH VANES BLR or [6-7 in.diameter, BR[brown] FL[flat top,with louver] VALVE, BUTTERFLY, GROOVE, 40K[4000K] 10W[10 W] approx.40 in.tall] RL round top,with louver] 11 GV-BFV-N-03 LEVER 1 TL[tapered top,with louver] Description Application ITEM NO. PART NUMBER DESCRIPTION QTY. BLR bollards provide added safety and visibility by Easily replace dated HID bollards while maintaining an attractive,traditional SS\ONAL SENSORS/ANCILLARY ATLAS-S-ANCILLARY projecting a 3600 downward light designed to reduce design.These lights are a great solution for walkway,pathway,and area PARTS pedestrian glare on pathways and perimeters.These lighting. Q � PS PRESSURE TANK KIT feature a cast aluminum light housing with a sealed 7727 NOTE: ALL ELBOWS USE DUCCO SHORT RADIUS 20 TANK, PRESSURE 1 9 9 2GL[NOVA] Certifications and Compliances (/�I. 39.5 in. polycarbonate lens designed to withstand outdoor These bollards are ETL Listed in compliance with UL 1598. c \TIC us 40 in. 38'7 in. 0 m) 0 21 PRESSURE GAUGE 2 weather conditions and prevent condensation/fogging. ( 39.5 in. (1.02 Inn) 983 mm) 08/26/2024 29 28 23 21 30 22 22 PX3234 PRESSURE TRANSDUCER 1 Installation kit is sold separately so it can be pre-installed Warranty Intertek (1 m) STl OF\101 � 23 PK6224 HIGH PRESSURE SWITCH 1 where needed to minimize time loss during construction. Five(5)Year Warranty CRY SCHR- With better efficacy and reliability than traditional HID 24 646RO4-3/4 HOSE BIB 1 Specifications � or metal halides,the integrated LEDs eliminate the hassle ® ® 25 FLOAT SWITCH CAP LEVEL SENSOR/FLOAT SWITCH CAP 1 of replacing bulbs and ballasts in old bollards. Model BLR-xK20W-740BRT BLR-40K10W-740-BRx O O O Intensity 1,2001m 1801m 26 PS CW VALVE ASSY 1" VALVE, LAKE SCREEN SUPPLY 1 Electrical 110-277 VAC input Operating Voltage 110-277 VAC • 26 27 NSF-PRV-WATTS-0.75 VALVE, PRESSURE RELIEF 1 50-70 W metal halide/HID equivalent Power Consumption 20 W low Z OOO 28 1403A VALVE, CHECK, SILENT 1 40,000 hour LED lifetime 167 mA @ 120 VAC 83 mA @ 120 VAC o o ® o O Current Draw 72 mA @ 277 VAC 36 mA @ 277 VAC 29 FV-4M1 1/2 VALVE,AIR RELIEF, FV-4 1 Mechanical/Construction O O PRESSURE DIFFERENTIAL GAUGE& • Die-cast aluminum light housing with sealed Efficacy 60 Im/W 18 Im/W 30 522-0060 SWITCH 1 polycarbonate lens Color Temperature 3000K or 4000K 4000K • Reflector and louver designs achieve even light (as ordered) 001 27 161 distribution with little to no glare Beam Angle 900 1100 • RAL 8019 architectural bronze finish CRI 80+ Q Z 01 MATERIAL TITLE: • Installation kit(BLR-KIT)sold seperately allowing Environmental Rating IP65 Piping:STEEL A53,GALVANIZED SUBMERSIBLE TURBINE PUMP Skid:STEEL A36,GALVANIZED STATION preinstallation Ambient Operating -4°-122°F(-200-50°C) ]7� PROJECT: Photometrics Temperature UNLESS OTHERWISE SPECIFIED: ATLAS - S SERIES r Rated Life(L70) 40,000 hours �^ DIMENSIONS ARE IN INCHES �77 ,.,I 80+CRI v J 20 zs z4 PRECISION PUMPING SYSTEMS TOLERANCES: LEVEL: 100% Build FRACTIONAL: ±116' T 866.811.5550 T 866.811.5550 6515 BUSINESS WAY ONE PLACE DECIMAL:±.10 BOISE,IDAHO 83716 TWO PLACE DECIMAL:±.05 SALESMAN: PART NO: F 314.972.6202 Rev VI Date:01/17/2022 F 314.972.6202 208-323-5300 ♦A N 1 S-3-NJ-XX-V2-FM-AL-N P ('f, UL p REV email:commercial-sales@superbrightleds.com Specifications are subject to change without notice. email:commercial-sales@superbrightleds.com V D WWW.goppS.US ® DO NOT SCALE DRAWIG DRAWN: ACL DATE: 12/15/2023 JOB: SIZE: SCALE: NTs SHEET:2 OF 2 g Printed in the U.S.A. Specifications are subject to change without notice. www.superbrl htleds.com/cat/industrial-led-ll htin / W O www.superbrightleds.com/cat/industrial-led-lighting/ p 1 9 9 9 9 (� r W 0 Q POLE FOUNDATION SCHEDULE Z ITEM NO. DESCRIPTION SIZE QTY. Photo Cell(Twist Lock type)Mark P.E. FOUNDATION HOOPS VERTICAL RODS CU. YDS. O Control&Lamps with installation date POLE TYPE MT.HT. MASTARM LENGTH X Y 1 CONTROL PANEL 1 TYPE N0.51ZE LIN. FT. SIZE LIN. FT.CONCRETE CD , MARINE GRADE ALUMINUM 48"x33"x32" PEDESTRIAN SIGNAL POLE 10' - A 2'-1 5'-0" 4 #4 23'-0" 6 #4 28'-0" .6 ENCLOSURE, 1 LIGHT POLE 25'-30' ALL A 2'-0" 5'-0" 4 4 23'-0" 6 #4 28'-0" 6 O WET WELL COVER PLATE W/INSULATION LEDLuminaire 16 ° 0 3 FILTER,VAF200 3" 1 LIGHT POLE 35' ALL B 2'-6" T-o" 4 #4 29'-4" 6 #6 40'-0" 1.3 13 18 FUSED"IN-LINE"TYPE WIRE CONNECTOR U U LIGHT POLE 40'-50' ALL C 3'-0" 8'-0" 5 #4 44'-2" 8 #6 61'-4" 2.1 4 FLOW METER, BADGER 3" 1 SET SCREW TYPE ONLY SIGNAL POLE - 20' - 45' D 48' WET WELL 3'-0" 9'-0" 5 4 44'-2" 8 #6 69'-4" 2.4 BY OTHERS 5 HIGH PRESSURE SWITCH 1/4" 1 NOTES: PED, PUSHBUTTON POLE 4'-0" - E 1'-6" 2'-6" - - - - - - .2 1 (1)THE CONTRACTOR SHALL VERIFY LINE VOLTAGE 6 LEVEL SENSOR/FLOAT SWITCH CAP 1-1/2"FILTER FLUSH • �° PRIOR TO CONNECTING WIRE CONNECTORS. DUAL MASTARM SIGNAL POLE - ALL F S-O" 12'-0" 8 #5 1 70'-8" 1121 #6 140' 3.1 38" 1"CW SCREEN SUPPLY 7 PRESSURE DIFFERENTIAL GAUGE& 0-15 PSI 1 (2)CONTRACTOR SHALL CONNECT CONDUCTOR SIGNAL POLE - 50' - 55' F X-0- 12'-0" 8 5 70'-8" 12 6 140' 3.1 SWITCH FROM THE WIRE CONNECTOR TO NEW LUMINAIRE Install Fuse: Q CONNECTION 1/4" WITH ANO.10AWG.TYPE THW.600V INSULATED WIRE. Fast acting-1791DForSECModel1C SIGNAL POLE - 6D' - 65' G 3'-6" 14'-0" 9 5 78'-10" 12 #6 16fi' 3.7 8 PRESSURE TRANSDUCER 1 SECMroved 391-DForSECModel1791-SF 9 PRESSURE GAUGE 2-1/2" 1 (or approved Equivalent) 21 10 PRESSURE GAUGE 2-1/2" 1 �� SEE SCHEDULE FOR 11 PUMP,SUBMERSIBLE 1 NEC Code Approved rp HOOPS AND VERTICAL BARS. Connector D D W O 12 SKID, BENT 48x33 1 Install Fuse: x 3"CONNECTION - Fast acting-100K791 RMS DForSECModVAC Hand Hole 13 SUMP-COVER,ATLAS SUBMERSIBLE 48"X 14" 1 SEC Model 1791-DForSECMode11791-SF U 14 TANK, PRESSURE 2 GAL 1 (or approved Equivalent) 15 UTILITY HEATER(OPTIONAL) 50OW 1 NEC Code Approved ANCHOR BOLT SIZES AND LOCATION WARP SURFACE TO O 16 VALVE,AIR RELIEF, FV-4 1/2" 1 Install Fused Junction Box Gr0undingConnector PER MANUFACTURERS SPECIFICATIONS FIT FOUNDATION On 17 VALVE, BUTTERFLY,GROOVE, LEVER 3" 1 (Approve dUndergroundencicame 1/2"x 6"P.V.C.Conduit Sleeve (n 1"BLOWOUT To be set within 3 feet of Power Company #10 Min. [o Fixture. X P Fill Top 2"With Silicone Grout. #10 Min.Wires from Fuse 18 VALVE, CHECK,SILENT 3" 1 J-Box or Transformer. SLOPED GRADE LINE AT NOTE: CENTER OF FOUNDATION U 15 1 AdditionalJ-Box(PullBox) SECTION K—K 19 VALVE, LAKE SCREEN SUPPLY 1" 1 #6Min.WiresfromPower '7 Z O Is Required When The Distance Source to Fuse Connector. Q U PLAN VIEW 11 20 VALVE, SOLENOID(LAKE SCREEN SUPPLY) 1-1/2" 1 Between The Street Light And Fused Junction Box is 10 foot or 4 :, Q _J — 21 VALVE, PRESSURE RELIEF 3/4" 1 Greater. UJ Q = �_ 4" TO 6" STUBS AND J U ' Height 4"to6" INSULATED BUSHING UO =� 18 W W = 5 %IjI qI j III =III �I II Ill II .e,.-'.' a =III�—III- CONDUIT METALLIC GROUT AFTER POLE HAS BEEN a Fused Junction — II PLUMBED. LEAVE CAVITY UNDER CENTER Z W 9 II V Power Company J-Box II Box %• ` • nd OF BASE PLATE- 7 — J-Box or = PER MANUFACTURER'S 8 a Transformer °a . SPECIFICATIONS I OPTIONAL FINISH LINE i 10 : ' 1/2" PLASTIC DRAIN ALTERNATE SLOPED GRADE W o 2 1/2" MIN. 3" MAX. PIPE REQ'D SECTION 2 DUTY PUMP I ad SIDEWALK OR Q GRADE LINE e e I a 361 ® 0 19 I 1"Conduit(Schedule 40 PVC UL NEC Code Approved " C .e K K o- Approved)Wire Colors Per Boise Connector(Water Tight) •.e" .'a:., ♦-�6" MIN. • City Street Light Design Per Boise CityStreet Light .a. � Standards Design Standards RIGID PLASTIC CONDUIT (SEE O 12 I PLANS FOR SIZE,TYPE,NUMBER, 14 3 I a AND ENTRY). 4 .4.'.; RIGID PLASTIC CONDUIT (RPC) 6 I ANCHOR BOLTS DOUBLE NUTS 0 20 Ground Rod(Per NEC I "" '. .a �'. - Y LJ AND WASHERS R 0'D FOR '.Z, 0 17 Article 250-Grounding& °" ' PLUMBING POLE.) NOTES: o Bonding Per NEC Article I a° ® LOCATE FOUNDATIONS AS INDICATED ON THE O Om 230-service) I PROJECT PLAN SHEETS. O o — 8 ADDED HALF COUPLER TO FILTER DISCHARGE SPOOL,MOVED LAKE 12/6/2023 ACL I •.� —2" CLEARANCE © ALL CONDUIT ELBOWS USED IN CONCRETE BASES 0„ SCREEN SUPPLY VALVE AND PRESSURE TANK,4 DOOR ENCLOSURE SHALL BE RPC. .a A Improved drawing clarity,fixed ballon callout 4/3/2023 TJM © STEEL CONDUIT SHALL BE USED TO EXTEND REV. DESCRIPTION DATE APVD ELBOWS BEYOND FOUNDATION. NE JOB #: 320-078.1 Approved 1. For Concrete Base Details See ISPWC REVISIONS NECCodeA oved NOTE OD SPARE STUBOUTS SHALL BE TERMINATED WITH A DATE: 8/26/2024 MATERIAL TITLE: Grounding Connector Standard Drawing SD-1109 STEEL COUPLING AND PLASTIC PUSH PLUG AT DRAWN BY: KS Piping:STEEL A53,GALVANIZED SUBMERSIBLE TURBINE PUMP 2. Ground Rod May Be Placed in Lieu of BOTH ENDS. FRONT VIEW SIDE VIEW �� Skid:STEEL A36,GALVANIZED STATION Connection toRebarCage. CHECKED BY: CS OE DO NOT GROUT IF BREAKAWAY DEVICES ARE 2" CLEARANCE USED. UNLESS OTHERWISE SPECIFIED: PROJECT: ATLAS - S SERIES it DIMENSIONS ARE IN INCHES �77 TYPICAL POLE FOUNDATION O SEE SD-1117 FOR GROUNDING DETAILS. PRECISION PUMPING SYSTEMS TOLERANCES: LEVEL: FRACTIONAL: ±116' 1 I OO/O BUIICJ zozo SECTION D—D 6515 BUSINESS WAY ONE PLACE DECIMAL:±.10 Drawn By: H.A.MJ PUBLIC 108.)38 DEPARTMENT STANDARD DRAWING STANDARD SIGNAL P 0 L E CONSTRUCTION BOISE,IDAHO TWO PLACE DECIMAL:±.OS SALESMAN: PART No: 1 S-3-NJ-XX-V2-FM-AL-N P A,S ".DR°8 3LVa. STREET LIGHT INSTALLATION NO IDAHO STANDARDS STANDARD DRAWING 208-323-5300 DL DO NOT SCALE DRAWING REV Checked By: T.M. B(zas)3ea--3900IDMO 2 25' STANDARD CONCRETE BASE BC SD-1117 FOR PUBLIC WORKS N0. www.gopps.us DRAWN: ACL DATE: 12/15/2023 JOB: SIZE: B SCALE: NTS SHEET: 1 OF 2 B Date: 12/19/2017 REVISED:12/19/2017 CONSTRUCTION FOUNDATION DETAIL SD— 1109 DRAWINGS C0.4 DETAILS L 0) v E 'c 06 u to CONSTRUCTION NOTES PVI ELEV: 2598.15 N Nto 33.00' VC O1 INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-701. ~ �, K VALUE: 12.00 ( INSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-708. - m � w 604 O3 INSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL TO THE ISPWC SD-709. v° _ L.L vi 603 1 11 � Z o � (0rn o ® INSTALL CONCRETE DRIVEWY APPROACH PER ACHD SUPLIMENTAL TO THE ISPWC SD-710C. (/� �M rn o � o � vi sot >, >, G°° o � � rn o oo co rn o O O5 INSTALL PEDESTRIAN RAMP TYPE A FOR NEW DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER ISPWC m 3 + rn O+ N o+ o+ N o o o � � Ui 601 SD-712A AND ACHD SUPPLIMENT TO THE ISPWC SD-712. Z $ w 260 N N ± N PROPOSED + rn o o 2600 ' o © INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET CO.3 FOR TOP OF CURB N + 0)-PROPOSED o0 0 0 599 COLLECTOR ROADWAYS. CIA N- DRIVEWAY + rn o Sri APPROACH � N + rn 598 O7 INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET CO.3 FOR o RESIDENTAIL ROADWAYS. 597 CONN ECT TO ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. CONTRACTOR SHALL POTHOLE TO VERIFY PIPE EXISTING WATER PROP FINISHED SURFACE EX SURFACE _ 596 TYPE, SIZE,HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT MAIN - 1 0.7%--1,28%=_4 22� 595 THE CITY PROJECT ENGINEER TO OBSERVE THE CONNECTION. 594 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS PER ISPWC SD-403 AND SD-406. CONNECT TO EXISTING WATER MAIN 2593 11 EXISTING FIRE HYDRANT TO BE RELOCATED. SS�0 8" PVC WATER MAIN _ 2592 12 INSTALL STANDARD IRRIGATION BOX PER ACHD SUPLIMENTAL TO THE ISPWC SD-619. CONTRACTOR TO VERIFY EXISTING PIPE TYPE, SIZE, HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. �? 24" IRRIGATION 259' 17727 259 CROSSING `" 2590 13 INSTALL GRAVITY IRRIGATION PIPE AND BACKFILL PER ISPWC SD-301. REFER TO GRAVITY IRRIGATION DATA ROM TABLE THIS SHEET FOR ADDITIONAL INFORMATION. 08/26/2024 EXISTING 18" 25s9 17 INSTALL 5' CURB TERMINUS TRANSITION PER ISPWC SD-707. STgTE OF\10 6" FIRE SERVICE TO HYDRANT CROSSINIRRIGATIG 2588 19 SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301, ISPWC/ACHD SD-303 AND ISPWC/ACHD � SCR, 3RD STREET PROFILE 25s7 SD-806. NEW PAVEMENT TO MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT CONDITIONS, HORZ SCALE: 1" = 20' 2586 WHICHEVER IS GREATER. 258 VERT SCALE: 1" = 4'11 2585 39 INSTALL WATER MAIN AND BACKFILL PER ISPWC SD-301. REFER TO WATER DATA TABLE ON SHEET 3.2 FOR ADDITIONAL INFORMATION. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 40 INSTALL GRAVITY IRRIGATION PIPE AND BACKFILL PER ISPWC SD-301 REFERT TO GRAVITY IRRIGATION TABLE ON SHEET 4.0 FOR ADDITIONAL INFORMATION 2598.33TC 2594.19TC 41 INSTALL STORM DRAIN LINE AND BACKFILL PER ISPWC SD-301 REFER TO STROM DRAIN DATA TABLE ON O 0 2598.08FS 1420 NE 2 AND A HALF ST 303 E GRUBER AVE 2593.94FS SHEET 4.0 FOR ADDITIONAL INFORMATION. 2598.25TC 276 E BADLEY AVE ROXANNE BEACH 2595.06FSI1 44 INSTALL BIORETENTION PLANTER PER ACHD BMP 31. REFER TO BIORETENTION PLANTER TABLE ON SHEET 4.0 W 2598.00FS JOHN HERMAN PIERCE REVOCABLE MATCH EXISTING s R1366010070 R1366010065 2594.97FS H 2237 FOR SPECIFIC INFORMATION ON PLANTERS. REFER TO SHEET C0.3 FOR ADDITIONAL INFORMATION. > R1366010065 GRADE AT PRIVATE 2595.19TC 2593.59 2594.77FS CBN-30Xfl 47 INSTALL SHALLOW INLET ATTACHED WALK PER ACHD SD-715A. INSTALL 8" C900 PVC PIPE AT 2% SLOPE TO Q I PROPERTY co 2594.69E 2594.59TC Q BIORETENTION PLANTER. 5 2597.82FS 3 R/W X 3 +T-R 3 2594.19FS Q Z II �W 2595.66FS- 2595.50TC I �> 48 INSTALL MUTCD R1-1 "STOP" SIGN ON TYPE E-1 POST PER ISPWC SD-1130. 2597.80TC 2596.26FS ° N/ ° „ W W ° °_x p ° ° �p 2595.17FS ° W\ 54 INSTALL PEDESTRIAN RAMP TYPE G PER ACHD SUPPLIMENT TO THE ISPWC SD-712G. J 2597.30FS d °2598.09FS p 2597.22TC , 44 2596.77TC ° 2595.78TC 5 m `0 0 2597.32FS ° ° 2598.09FS� p ° ° e e ° i� ° p° 2596.89FSp ° 2596.44FS 2596.19FS �2595.45FS °44 2595.62TC ° p N 55 INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLIMENT TO THE ISPWC SD-702. p ° ° ° ° p ° V) 2595.59FS ° p Q 2597.97TC 2598.26TC , `•' .'•`. `.2597.30FS 2597.22TC 2596.79TC.' ° 259t5.44FS .'2596.05TC I 19 m 2597.47FS 2597.76FS'. '.'<` ° '.'<'<'.'<` <'.' '<'.'.` 2595.69FS 20' 2594.31FS r , 2597.61 FS ° p t' .t ,f <' v W 5 2597.67FS `�' W 11 2 c 1 1 2596.27TC 4 t2595.87TC /2594.36FS W r O =' 4 2595.77FS 2595.37FS 1 4 2594.47FS / Q N 10 13 - _ + 6 2594.56FS 5 EXISTING GRAVITY v W 2598.18FS 2598.17FS 39 6 - - 6 -�_ 12 00 - - 39 = =2595.19TC 1 - 8 10 IRRIGATION LINE 0 2598.11 FS 5 2597.83TC "� W 2594.69FS 2594.61 FS 2594.32TC z 8 10 2597.83TC 2597.50FS W 2596.05TC W 25 5 2595.02TC 2597.50FS 1 4 W 1 W 4 55 (2594.00FS) � O w 2597.15TC 2594.52FS 2597.83TC ,EXISTING ROWt 2596.82FS<' 2596.77TC 2595.94TC ° 2595.22TC 2597.83FS F t .�,f t. 2596.79TC' '2596.12FS 2595.62TC'• 2594.72FS ° O 2597.50FS '.'F 2597.32FS NO 908.77 2595.98FS �, 3 2597.43FS 2597.90FS - t f. .F� `� f' 2596.46FS t 11 2595.04FS - - 2595.97TC °? . U U -`n cd p Cn �' - 2596.64FS- -2596.59FS- e a - ° - �- - °p : ° 2594.70FS 2597.40FS L Oq ° 2595.64FS CA ° a, i 2594.92TC -RAW- - - 44 - - R W 44 N 2594.79FS 2594.59FS N D 19 _ _ 2596.17FS 2596.07FS 3 2595.14FS - W 3 PROPOSED ROW - 40 ° - 3 _ _ _ _ 54 �� 1 o p 5 40 40 2595.66TC Q- 5 2597.84TC ?59s 2595.22TC 1 SIDEWALK EASEMENT ° 3 2595.31 FS N 2594.72FS 48 2597.31 FS i tt 2595.15FS 17 41 CONNECT TO Q 12 595.20RIM EXISTING 2590.691E 17 SIDEWALK, CURB z Z 0 2595.10FS AND GUTTER W O 2595.19FS ° I P IF 1. I I ti I I II I I I V O 3RD STREET SCALE: 1"=20' TREES AND EXISTING ROW PLANTING PER STO P1 LANDSCAPE PLAN R/W R/W , � cp 1 �37' 29A 1 i ROW DEDICATION R1-1 q 15.0' 15.0' 6' 1 1 SIDEWALK VC EASEMENT 4' 10' 8' 2' 13' I 13' 2' 8' 5' 1 1' PROJECT SITE 5" CONCRETE SIDEWALK O S/W PARKWAY TRAVEL LANE TRAVEL LANE PARKWAY S/W I 5" CONCRETE SIDEWALK SIGN LEGEND 2.0% I 2.0% 1 I 3" SP-3 4" MIX AND o PG-64-28 PAVEMENT 4" OF " MINUS CRUSHED „ 4" MINUS CRUSHED ,> 4" OF 4 AGGREGATE BASE 4 MINUS AGGREGATE BASE COMPACTED CRUSHED STANDARD 6" CURB NE JOB #: 320-078.1 STANDARD 6" CURB AGGREGATE BASE TYPE 1 & GUTTER DATE: 8/26/2024 & GUTTER 20" OF 6" MINUS DRAWN BY: KS UNCRUSHED CHECKED BY: CS AGGREGATE SUBBASE TYPICAL ROAD SECTION: E 3RD. STREET (66' RIGHT-OF-WAY) CONSTRUCTION NOT TO SCALE DRAWINGS C1 .0 20 0 20 40 60 80 ROADWAY PLAN AND PROFILE SCALE 1" = 20' L 0) u m O so4 ,a OH N ~ 00 J Lq 0U � O � O O so3 N + ^ + 0 OLD O O _ � ~ NH __0U � � OU 06U O r7 If �O p soz � c o � od + in + ice + rn + o o U) � � oo ~ 04 o J Iris V'iOf0 � MATCH LO `- 00 O 00 O + N + O L� 00 - O 00 soi 75 _+ o + � + EXISTING Q rn Q rn ao- .. oo-PROPOSED FINISHED SURFACE N co PROPOSED r� � + N- + a�+ oo + co r_ ~ "O LO Q °' Q °' TOP OF CURB _a rn AT CENTERLINE � TOP OF CURB-N M `� + M o� o CURB � rn + 00 2600 m Z60 cnN -cnN QO H � H � MIS - Hln (nNNN ~ � H � Q � Q � Q � Imo- I� .. � Cp �o rn (nN cnN H � � ,n � ul F_ ,n Qrn_a �Qrn PROPOSED Qrn CO - N Ln (nN NN NN NN NN Q � HL0_HU)� L Hln QO 5ss r_CMO Ln to N_cn 04M N TOP OF CURB cn N F- � M o (n N N N 598 3 N 34 597 PROPOSED v TOP OF CURB PROPOSED 8" 59s WATER MAIN PROPOSED 8" PROPOSED PROPOSED 595 WATER MAIN FLOW LINE FLOW LINE 594 - - --PROPOSED- 12" PVC STORM DRAIN LINE - 159.58' ® 0.27% 12" PVC STORM DRAIN LINE - 130.51' ® 0.27% 12' PVC STORM DRAIN LINE-66.70' 0.27% 593 FLOW LINE11 d PROPOSED 8" lr, 59z EL� WATER MAIN 591 259 ��rf 2590 SS\pNAL 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+75 BADLEY AVE PROFILE 17727 HORZ SCALE: 1" = 20' VERT SCALE: 1" = 4' 08/26/20 04 G° d 1 '° I I I LJyU.VU 9351 ooR�E HR _' C ° G M5.93 2382 2597. TC2595.67 48 24 >x 2597.10 TC 48 24'- >x 25M N2�II 5 2597.33 FS 2597.37 FS 2596.80 TC 41 _III 2596-2596.60 FS 2596.30 FS 2597.32 FS 2597.66 FS - _ _ _ 2597.80 TC - ° „ 2597.93 FS\ R/W 5 2597.56 TC 5 RAW 3 R/W- 5 - - - - 5 74'0 597.30 FS 2597.46 FS G 3 2597.06 FS 3 3 R/W ° ° 7.88 TC a - SD S� 412597.38 FS,� ui, ° - ° - ° c °� �, - �- ° °a a A a cn2597.03 F ° - - - �_ ° z -� �Q �o -�-�A 2596.93 FS E 2596.82 FS - - - 929s.2oO2597.90 TC 2 1 2 �1 2597.28 TC 1 259 TC "' CBN-LIP 2597.40 FS 2597.71 FS o 2596.57 FS 2 2596.72 TCy 19 2597.22 FS 2597.07 FS 1 g 2596.42 FL 2596.22 FL2596.78 FL2597.91 TC 2597.56 TC 2597.00 FS es� 19 2597.41FS ~ 2597.90 FS 11+00 2596.59 FS 2596.26 FS VJ - co cn W _ 2597.06 FL _ 12 0 13+00 I oo \ �+, + w o W 2597.26 FS - - - - - - 00 14 85 U BADLEY AVE w I CO w - Z )p N Q � W 19 I I z = 2596.13TG m c J < (2593.021E) 9F W w W � CE co I =!597 Fz D w -) cn U W z w r 0 z �S O w Q Q cl) z BADLEY AVE Q 0 I - SCALE: 1"=20' 0 CL U U w D Q or Q U) z z w 0 � U 0 CONSTRUCTION NOTES O1 INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-701. EXISTING CONDITIONS TO REMAIN 4' ( INSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-708. � R/W R/W ( 3) INSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL TO THE ISPWC 30' 0' I SD-709. z I PROJECT SITE h 20.0 20.0 I - ( INSTALL PEDESTRIAN RAMP TYPE A FOR NEW DEVELOPMENT WITH J DETECTABLE WARNING STRIPS PER ISPWC SD-712A AND ACHD q 5' 5' 2' 18' I 18' 1 2 5' 5' SUPPLIMENT TO THE ISPWC SD-712. °D 5" CONCRETE SIDEWA K S/W F TRAVEL LANE i TRAVEL LANE 1 Q S/W 5" CONCRETE SIDEWALK 19 SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301, 2.0% i 2.0% 1 cn ISPWC/ACHD SD-303 AND ISPWC/ACHD SD-806. NEW PAVEMENT TO i MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT EXISTING LANDSCAPE � j LANDSCAPE BUFFER CONDITIONS, WHICHEVER IS GREATER. o 3" SP-3 MIX AND 4" OF J" MINUS CRUSHED 41 INSTALL STORM DRAIN LINE AND BACKFILL PER ISPWC SD-301 REFER TO PG-64-28 PAVEMENT AGGREGATE BASE STROM DRAIN DATA TABLE ON SHEET 4.0 FOR ADDITIONAL INFORMATION. W 4" OF 3" MINUS STANDARD 6" 48 INSTALL MUTCD R1-1 "STOP" SIGN ON TYPE E-1 POST PER ISPWC STANDARD 3" COMPACTED CRUSHED CURB & GUTTER SD-1130. ROLLED CURB AGGREGATE BASE TYPE 1 0 & GUTTER SAWCUT PAVEMENT SECTION 20" OF 6" MINUS TO MATCH EXISTING UNCRUSHED PAVEMENT SECTION NE JOB #: 320-078.1 AGGREGATE SUBBASE DATE: 8/26/2024 DRAWN BY: KS TYPICAL ROAD SECTION: E BADLEY AVE. CHECKED BY: CS (60' RIGHT-OF-WAY) NOT TO SCALE CONSTRUCTION DRAWINGS ic cil ROADWAY PLAN 20 0 20 40 60 80 AND PROFILE SCALE 1" = 20' X CONSTRUCTION NOTES L a 0 00E MATCH EXISTING ROADWAY--,,,,. 70 INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT 06 AND DETAIL ON SHEET CO.3 FOR RESIDENTAIL ROADWAYS. 35 INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. mo 36 INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 AND DETAIL ON SHEET CO.3. REFER TO WIDENING DETAIL FOR PEDESTIRAN CROSSINGS. 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N N (2595,50 b� 35 INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. ~ ` c N N 36 INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 AND DETAIL ON SHEET C0.3. REFER TO WIDENING DETAIL FOR 8 V� J� PEDESTIRAN CROSSINGS. 38 �I 1 38 INSTALL 6" ASPHALT BERM. 2595.11TG LP rn 2597 O r-00 INSTALL DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC SD-712. 20 3 ''u 2596.15FS Z $� w L lJ 7 c,4 0 N 2595.51 FS 2598.50FS 2596.58FS 2597.54FS 596 o��SS\ONAL GB FNc� 2597 17727 08/26/2024 a l0 2598.15FS 2597.77FS LP 2598.51 FS �RyE OHR G� sc REFER TO SHEET 4.0 FOR 2598.45FS STORMWATER INFORMATION GB 4.2% 2598.16FS 5.0% 2597.64TG � LOTS 21F LOTS 36 Z � 35 S d 2598.51 GE 2599.06FF 2599.00FF 2598.45GF 2598.73GF 2598.67GF 00 7 36 Lo cv X 1.0% Lr) F N 2598.31 FS A Al LOT: 35 Al2598.42FS 2598.51 GE 2599.05FF U 2598.72GF 00 T O Cy) � d LOT: 22 7 1.0% N 0 W Q 2599.15FE 2598.58GF N Q Z 2598.82GF d d 2598.44FS Q O Zo 0 � 1.0% � N O CV d 2598.46FS d° / Uco 0 D w LLJ 2598.20FL Q � LOT: 23 2598.51 FS 2598.50FS VJ . LOTS 34 r~r^^ Q 2599.15FF 2598.58GF 16% GB 1.8% z Z ® 2598.82GF 2598.59GF 2599.13FF d Z 1 HP 2598.32FS 2598.80GF O o ° m U O /----------- L 36 a ° 2598.47FS d a 2598.89FS -2598.49FS � O 35 35 LOT: 1 LOT: 33 a 7 d 2598.73GF 2599.30FF °a ° N100 2598.97GF q 1.0% d 0 7 N cn W � -,)/ � LOT: 32 o ° 2597.80 °D REFER TO SHEET 4.0 FOR d Q STORMWATER INFORMATION d 2598.73GF 2599.30FF 2598.97GF NE JOB #: 320-078.1 2597.85TG DATE: 8/26/2024 2598.71 FS 2598.48FS 2597.80 DRAWN BY: KS d a , ) O O 5% CHECKED BY: CS � 2.5% - GB 2597.80 2597.80 LP 2597.97FS _2597.80 a d ° Q SD 7 O® CONSTRUCTION ° DRAWINGS � d 36 2598.79FS N, d4 d d � P P ° P 2598.53FS I ° d o 2598.81 FS 2598.61 FS ° d a d I� C2.1 MATCH LINE GRADING PLAN '° 0 '° 20 30 40 SHEET C2.3 SCALE 1 " = 10' MATCH LINE SHEET C2.0 'r- ob W V r- o+'p a CONSTRUCTION NOTESF WC N m7 1OINSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-701. LOTS 2OINSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO m ° «� V N THE ISPWC SD-708. o c INSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL �o v 2599.41 FF 2598.84GF 7 S d �- 2599.08GF TO THE ISPWC SD-709. 3 S '' Z ;- w 5OINSTALL PEDESTRIAN RAMP TYPE "A" FOR NEW �� •_> ° DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER ISPWC SD-712A AND ACHD SUPPLIMENT TO THE ISPWC y° 36 a SD-712. 7 2598.82FS 7OINSTALL ASPHALT PAVEMENT SECTION PER 2598.67FS GEOTECHNICAL REPORT AND DETAIL ON SHEET C0.3 FOR RESIDENTAIL ROADWAYS. INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. LOT: 8 d 36 INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 NAL 2599.41 FF 2598.84GF AND DETAIL ON SHEET C0.3. REFER TO WIDENING ��SS\a DETAIL FOR PEDESTIRAN CROSSINGS. F ti- 2599.08GF LOT: 1 C ° 17727 1.0% 2598.85FS 2598.90FS 08/26/2024STgTE��pP�`� ° � f CRY SCHRPG� HP 2598.68FS 2598.84FS 25 8.88FS a GB Fal LOT: 14 Z 0 0 1.5% 2.0% 0 LOT: 9 0�l 2598.56FL O r Q � U 2599.46FF \2598.92GF 2598.98GF 2599.53FF W 0 2599.13GF N 2599.20GF > W LL 0) s� = Z � 7 Z U) 1.0% 1.0% W M w ~ Q 36 = H v, w a LOTS 13 w U w 0 3.0% 3.0% 2598.98GF 2599.53FF 000 Ig Q Cn r rx C � 2599.20GF W O 2598.88FS - 0 10 2598.83FS W LOT: 10 Q � Z 2599.05GF d Q O 2599.26GF O U U 1.0% 36 LOT: 12 Q N LOTS 11 2599.05GF 2599.60FF Z Z 2599.59FF 2599.05GF 2599.27GF O 2599.27GF 7 � U 1.0% 2597.64TG O LP 2598.27FS 1.0% 5.0% GE 5.0% 2598.80FS 2598.80FS d �2599.05FS 5 �� C 3 � 5 d d 3 d d I GB 2 i- oeoe � voeo 1 W o ' d G -� v O BADLEY AVE z 0 REFER TO SHEET C1.1 FOR NE JOB #: 320-078.1 ROADWAY INFORMATION DRAWN BY: 8/26/2024 KS CHECKED BY: CS CONSTRUCTION DRAWINGS I� C2.2 GRADING PLAN 10 0 10 20 30 40 SCALE 1 " = 10' MATCH LINELn otoE 06 0to SHEET C2.1 o� ; J H C 01 2 ° CONSTRUCTION NOTES = 69s O1 INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO v \ 2s9¢ d THE ISPWC SD-701. Goo J, 2s93 LOT: 30 OINSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC m Me �9L'2 ° 47 SD-708. Z w 2598.85GF 599.39FF 3OINSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL TO THE ISPWC v 2598.89FS \ 2599.06GF) � SD-709. 2598.47FS 2 5) INSTALL PEDESTRIAN RAMP TYPE "A" FOR NEW DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER ISPWC SD-712A AND ACHD 2s9s SUPPLIMENT TO THE ISPWC SD-712. 7OINSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND 2598.68FS 2598.84FS DETAIL ON SHEET C0.3 FOR RESIDENTAIL ROADWAYS. 3 INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. 2598.56FL d 36 INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 AND DETAIL ON SS\ONAL FNG SHEET C0.3. REFER TO WIDENING DETAIL FOR PEDESTIRAN CROSSINGS. 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C 0 1 a o�oeLn d 4 ° ° 4 d 1 d d ° vv 1 1 W�A BADLEY AVE 59 _ REFER TO SHEET C1.1 FOR q ROADWAY INFORMATION 0 0 NE JOB #: 320-078.1 DATE: 8/26/2024 DRAWN BY: KS CHECKED BY: CS CONSTRUCTION DRAWINGS C2.3 GRADING PLAN 10 0 10 20 30 40 SCALE 1" = 10' � c WATER DATA TABLE SEWER DATA TABLE s o� f C J LINE # LENGTH BEARING NOTES LINE # LENGTH BEARING SLOPE NOTES s, boa L1 199.99 NO* 27 58.43E 0.4% g PVC TYPE SDR 35 N o O O N O O O , , „ , ,> 5 00 0 12 = o o oo r? 0 603 LC 335.72 SO* 00 01.08 W 8" PVC TYPE C900 (DR 18) C + in + ao * 298.41 S89° 32 11.34E L2 133.02 NO* 26 02.18E 0.4% 8 PVC TYPE SDR 35 >;R �+ j o 12 O cn + o ± N + � `� o = M 602 " 8" PVC TYPE C900 (DR 18) C 04 N `^^ ON � Q N 0 05 N h7 2601 > > n , , " „ ,Co co y + I 'n o Q � Q m a rn - 302.56 NO* 28 05.12E 8" PVC TYPE C900 (DR 18) L3 12.10 N89° 32 39.92 W 2.0% 4 PVC TYPE SDR 35 260 (n - rn - N N V `o p - 2600 3 N x `� N N a_ �j N - N N N `V � � 20.39' S89° 31' 54.88"E L4 21.80' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 z $� w N Q rn a_ cn 25ss 1 PVC SCH 80 N N R/W 2598 22.59' N89° 31' 54.88"W 1" PVC SCH 80 L5 12.55' N89° 32' 40.99"W 2.0% 4" PVC TYPE SDR 35 W �SIPROP FINISHED SURFACE >, 2ss� " >, L6 22.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 6 STORM DRAIN LINE EX SURFACE 22.60 N89° 31 54.88 W 1 PVC SCH 80 C 2596 �` z 20.43' S89° 31' 53.88"E 1" PVC SCH 80 L7 21.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 2595 L8 11.97 N89° 32 36.95 W 2.0% 4 PVC TYPE SDR 35 EX WATER MAIN o " VERIFY LOCATION - � 2ssa 18.56 N89° 29 07.69 W 1 PVC SCH 80 8" PVC WATER MAIN _ 8" PVC WATER MAIN 593 22.57' N89° 42' 08.98"W 1" PVC SCH 80 L9 21.96' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 592 , > » (L10 23.19' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 ��SS�ONAV ABANDONED DRAINAGE DITCH o 1 0.92 S89° 31 54.88E " 0 1 PVC SCH 80 o F EX SEWER MAIN d PROPOSED SEWER MAIN 591 259 VERIFY LOCATION REFER TO SHEET C3.1 2590 1 22.58' N89° 39' 07.45"W 1" PVC SCH 80 (L1 1 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 17727 8" PVC ^- 133.01 ® 0.6% 5e9 1 18.49' N89° 24' 44.13"W 1" PVC SCH 80 (02 22.21' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 8" PVC N 200.00 @ 0.4% L1 - 08/26/2024 2589.531E OUT 5sa 1 0.97' S89° 12' 17.88"E 1" PVC SCH 80 (L13 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 STgTEOF\113 P72588.701E IN N �R� SC2587.811E IN .701E IN (W) �' L14 11.75' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 2587.761E OUT) _ 2588.601E OUT WATER MAIN 5as 1 302.88 NO* 33 30.63E 8" PVC TYPE C900 (DR 18 CONTINUATION 1 22.02' N89° 30' 19.08"W 1" PVC SCH 80 L 55 22.24' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 258 - - - - - 2585 10+00 10+50 11+00 11+50 19 on 12+50 13+00 13+50 1 2.01' S89° 26' 29.37"E 1" PVC SCH 80 UL16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 SEWER AND WATER PROFILE 1 21.94' N89° 34' 10.61"W 1" PVC SCH 80 L17 22.28' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 z SEWER LINE A 1 1.82' S89° 19' 48.01"E 1" PVC SCH 80 L18* 180.52' N89° 31' 54.88"W 0.4% 8" PVC TYPE SDR 35 O >, L19 124.81' NO* 27' 20.27"E 0.6% 8" PVC TYPE SDR 35 1 1.77 N89° 46 49.56E 1 PVC SCH 80 ♦^ HORZ SCALE: 1" = 20' `J J VERT SCALE: 1" = 4' 2 21.71' N89° 38' 24.52"W 1" PVC SCH 80 (L2� 138.39' NO* 27' 24.67"E 0.6% 8" PVC TYPE SDR 35 2 1.77' S89° 07' 55.83"E 1" PVC SCH 80 19.95' S89° 32' 39.73"E 2.0% 4" PVC TYPE SDR 35 MATCHLINE SEE SHEET 3.0 L21 2 2.34' S89° 26' 29.37"E 1" PVC SCH 80 L2 14.08' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 z 2 21.66' N89° 31' 03.41"W 14.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 w - I PI I � 1" PVC SCH 80 L2 2 12.45' N89° 51' 00.45"E 6" PVC TYPE C900 (DR 18 L2 20.42' S89° 32' 38.36"E 2.0% 4" PVC TYPE SDR 35 O O I INDICATES LINE THROUGH MATCHLINE L 2 19.95' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 - a a * r^ U 19 2598 L2 13.94' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 tJJ r L2 14.54' S89° 32' 38.08"E 2.0% 4" PVC TYPE SDR 35 (5" Q p ]X p REFER TO L2 15.07 S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 ♦^ tt ° 1 2598 SHEET 4.0 FOR 21 53 tt STORMWATER CONSTRUCTION NOTES L2 13.67' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 (JJ Z °I I I + ° °° o o tt ° Q ° INFORMATION I ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. O ° I � 2598 tt - � - CONTRACTOR SHALL POTHOLE TO VERIFY PIPE TYPE, L3 39.47' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 z N I SIZE HORIZONTAL AND VERTICAL LOCATION PRIOR TO O W ° I 28 I CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CITY PROJECT L3 14.67' N89° 32' 38.61"W 2.0% 4" PVC TYPE SDR 35 > °0 2598 I II ENGINEER TO OBSERVE THE CONNECTION. L3 13.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 �•/ v ° ` 9 INSTALL WATER MAIN AND BACKFILL PER ISPWC SD-301. REFER TO ° Q o CIOtt �� O II WATER DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. L3 39.47' S89° 32' 37.09"E 2. W 0% 4" PVC TYPE SDR 35 W io 0Ir 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS I I O nn I O L3 39.48' S89° 32' 17.50"E 2.0% 4" PVC TYPE SDR 35 ° PER ISPWC SD-403 AND SD-406. Q REFER TO SHEET 4.0 FOR SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301, 13.48� N89 32' 56.30"�W 2.0% 4 L3 ° STORM WATER INFORMATION LOTS 21 I 19 PVC TYPE SDR 35 Q m I J ISPWC/ACHD SD-303 AND ISPWC/ACHD SD-806. NEW PAVEMENT � z LOT- 26 LOTS 25 LOT 24 LOT- 23 LOT- 22 14 TO MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT * INDICATES LINE THROUGH MATCHLINE f LOT.1 CONDITIONS, WHICHEVER IS GREATER. W O ® � I I2594.49BP 2594.67BP I 20 INSTALL 3/4,> SINGLE WATER SERVICE METER PER CITY OF 2588.87TP 2589.01 TIP30 JOINT UTILITY EASEMENT MERIDIAN STANDARD DRAWING W1 AND W2. REFER TO PLUMBING \ mil 12588.211E 2588.341E T�_ 1 1 2594.39BP 2590.301E ROP SSMH I PLANS FOR CONNECTION DETAILS. FOR METER VAULTS LOCATED IN O 2589.051E 21 28 2589.191E 20 28 2589.291E I 23 2590.031E 21 28 2589.88TP TRAFFIC AREAS SHALL USE TRAFFIC RATED HDPE VAULT AND L25 26 2589.211E 20 28 COVER PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ° o -PROP SSMH-2 - - 2590.201E 9 I 21 INSTALL 3/4" DOUBLE WATER METER PER CITY OF MERIDAIN 22 27 23 19 ° °c� L5 25 26 L8 25 26 23 24 SEWER LINE A 23 STANDARD DRAWING W1 AND W3. REFER TO PLUMBING PLANS FOR 1 �� _ L3 25 26 1 00 12 1 1 14 25 26 16 13 CONNECTION DETAILS. FOR METER VAULTS LOCATED IN TRAFFIC 11 11 L21/ 15 AREAS SHALL USE TRAFFIC RATED HDPE VAULT AND COVER PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. c I III L4 2 9 ° 20 L7 2594.83BP- ° ° II 10 L11 2594.47BP 1 1 p 9 241 8 10 L6 2589.61 TP L9 1 1 22 CONNECT TO EXISTING SEWER SYSTEM. CONTRACTOR SHALL - 9 2590.34TP 57 I POTHOLE TO VERIFY PIPE TYPE, SIZE, HORIZONTAL AND VERTICAL X SSMH-1 19 ° 25 26 25 26 2589.281E 25 26 2594.42BP 25 26 2590.011E 25 26 25 26 LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE 2594.55BP- 14 2590.06TP W 2589.40TP RESPONSIBLE FOR ANY SHORING, TRENCH PLATING AND TRAFFIC 2589.061E 2 L21 2589.731E 18 X W 20 28 - - - CONTROL NECESSARY FOR INSTALATION OF SEWER. CONTRACTOR I I 21 281 2 28 1E 2590.221E 21 28 2594.25BP TO FURNISH BYPASS PUMPING PLAN FOR REVIEW AND APROVAL BY 2589.271E 2594.83BP 1 2589.91 C 28 21 28 19 2594.431E 2594.37BP 2590.69TP X� CITY PROJECT ENGINEER. q 2589.52TP 2594.76BP 2590.19TP 2590.57TP 2590.351E 2589.191E 2589.83TP 2589.601E 2589.851E 2590.231E 16 23 INSTALL SEWER MAIN AND BACKFILL PER ISPWC SD-301, REFER TO 2589.421E 112589.501E _ 2590.061E 2590.441E 2590.561E SEWER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. i 2589.481E p 24 INSTALL TYPE A SEWER MANHOLE WITH CONCRETE COLLAR PER o ISPWC SD-501 AND SD-508. I° LOTS 27 LOT 28 LOT- 29 LOT.32 LOT-33 LOT 34 LOT.35 x LOT 36 25 INSTALL SEWER SERVICE PER ISPWC SD-511, SD-511 A AND LOT 30 LOT- 31 SD-512. REFER TO SEWER DATA TABLE THIS SHEET FOR z g ADDITIONAL INFORMATION. 19 26 INSTALL STANDARD TRAFFIC RATED SEWER CLEAN-OUT PER ISPWC o ° SD-506A. 2598 2.0; 27 EXISTING SEWER MANHOLE TO REMAIN AND BE PROTECTED IN 2598 PLACE. NE JOB #: 320-078.1 2597 28 INSTALL WATER SERVICE LINE PER ISPWC - DIVISION 400. REFER DATE: 8/26/2024 2597 TO WATER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. DRAWN BY: KS tt tt 6 CHECKED BY: CS 25g REFER TO PLUMBING AND MECHANICAL PLANS FOR BACKFLOWS AND FOR FINAL LOCATION AND BUILDING CONNECTION DETAILS. L2596 ,� tt tt _ 53 CONNECT TO POTABLE WATER SYSTEM FOR REDUNTANT BACKUP_ TO PRESSURE IRRIGATION SYSTEM. 57 INSTALL PIPE BEND AND THRUST BLOCK PER ISPWC SD-403. CONSTRUCTION DRAWINGS C3.0 SEWER AND 20 0 20 40 60 80 WATER PLAN AND PROFILE SCALE 1" = 20' CONSTRUCTION NOTES SEWER DATA TABLE 23 INSTALL SEWER MAIN AND BACKFILL PER ISPWC SD-301, o, oo REFER TO SEWER DATA TABLE THIS SHEET FOR ADDITIONAL E = o O o 04 INFORMATION. 60 - � o o cn O O N N o LINE # LENGTH BEARING SLOPE NOTES _ + O L` o o �` 603 24 INSTALL 'TYPE A' SEWER MANHOLE WITH CONCRETE COLLAR (nOO �Cl _ U7 � � 2N V � N + N o �` + °� PER ISPWC SD-501 AND SD-508. � r J + O _ U) + sos L1 199.99 NO* 27 58.43E 0.4% g PVC TYPE SDR 35 c 00 + V) N < � o Q 601 L2 133.02' NO* 26' 02.18"E 0.4% 8" PVC TYPE SDR 35 = o 260 N N V) N N a_ V) N 2600 L3 12.10' N89° 32' 39.92"W 2.0% 4" PVC TYPE SDR 35 ^ 599 NLn L4 21.80' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 598 Z $� w PROP FINISHED SURFACE 597 L5 12.55' N89° 32' 40.99"W 2.0% 4" PVC TYPE SDR 35 ; v EX SURFACE _ 598 L6 22.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 - 595 L7 21.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 594 93 L8 11.97' N89° 32' 36.95"W 2.0% 4" PVC TYPE SDR 35 PROPOSED SEWER MAIN ABANDONED DRAINAGE DITCH _ 592 L9 21.96' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 REFER TO SHEET C3.2 PROPOSED SEWER MAIN 591 259 REFER TO SHEET C3.0 259O (Ll0 23.19' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 �SS�pNAL FN�� 1 8' PVC N 177.52' ® 0.4% L11 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 589 58s (Ll 2 22.21' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 2589.461E IN 2588.701E IN 17727 2589.411E OUT 2588.601E OUT 587 L13 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 08/26/2024 586 L14 11.75' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 STgTE CF\10 258 2585 SCN�P�� 10+00 10+50 11+00 11+50 12+00 L15 22.24' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 SEWER LINE B PROFILE L16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L17 HORZ SCALE: 1" 20' 22.28' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 = VERT SCALE: 1" = 4' L18* 180.52' N89° 31' 54.88"W 0.4% 8" PVC TYPE SDR 35 z OL, 124.81' NO* 27' 20.27"E 0.6% 8" PVC TYPE SDR 35 O L2 138.39' NO* 27' 24.67"E 0.6% 8" PVC TYPE SDR 35 A / U) L21 19.95' S89° 32' 39.73"E 2.0% 4" PVC TYPE SDR 35 W � I > L2 14.08' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 11111- W Q 14.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 z x L2 20.42' S89° 32' 38.36"E 2.0% 4" PVC TYPE SDR 35 3 $2 tt "� L2 19.95' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 VJ 3 O 1 L2 13.94' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 1 L2 14.54' S89° 32' 38.08"E 2.0% 4" PVC TYPE SDR 35 L5 L4 L _ 16 w r O - L2 15.07' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 / Q L3 ° ® W d - 1 L2 13.67' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 v 3 1 I I 14 L3 39.47' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 z 3 d - - - J tt o I JO 18 L3 14.67' N89° 32' 38.61"W 2.0% 4" PVC TYPE SDR 35 O d OL3 13.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L 7 1 ' ` ° L6 L3 39.47' S89° 32' 37.09"E 2.0% 4" PVC TYPE SDR 35 V v 0 o _ 31 1 3: I L3 39.48' S89° 32' 17.50"E 2.0% 4" PVC TYPE SDR 35 2 L3 13.48' N89° 32' 56.30"W 2.0% 4" PVC TYPE SDR 35 Q 3 d r�^^ a Q - I * INDICATES LINE THROUGH MATCHLINE VJ J I o z z L8 �a Ii WATER DATA TABLE L.L.I O L11 � V 1 LINE # LENGTH BEARING NOTES O ® O O O O O O L2 0 335.72' SO* 00' 01.08"W 8" PVC TYPE C900 (DR 18) * 298.41 S89° 32 11.34E g" PVC TYPE C900 (DR 18) � 0' SEWER EASEMENT o o O 10 4 302.56' NO* 28' 05.12"E 8" PVC TYPE C900 (DR 18) Id I - - o o _ 4 20.39' S89° 31' 54.88"E 1" PVC SCH 80 777- 24 23 SD 23 24 22.59' N89° 31' 54.88"W 1" PVC SCH 80 10 ° +00 a ° " 1 1 g 22.60' N89° 31' 54.88"W 1 PVC SCH 80 2 ° P� tt e PI ° PI d 1 14 20.43' S89° 31' 53.88"E 1" PVC SCH 80 q ROP SSMH-4 - - - - -PROP SSMH-2 ° SEWER LINE B ° <0> 18.56' N89° 29' 07.69"W 1" PVC SCH 80 °D L9 F I 9 22.57' N89° 42' 08.98"W 1" PVC SCH 80 O A . 0' SEWER EASEMENT o � I 1 0.92' S89° 31' 54.88"E 1" PVC SCH 80 p 2 � � I L9 1 22.58' N89° 39' 07.45"W Id 1" PVC SCH 80 18.49' N89° 24' 44.13"W 1" PVC SCH 80 e L21 1 0.97' S89° 12' 17.88"E 1" PVC SCH 80 I ° 2 e N L8 1 302.88' NO* 33' 30.63"E 8" PVC TYPE C900 (DR 18 NE JOB #: 320-078.1 d 0 1 22.02' N89° 30' 19.08"W 1" PVC SCH 80 L7 DATE: 8/26/2024 10 J I I 3: 1 2.01' S89° 26' 29.37"E 1" PVC SCH 80 DRAWN BY: KS CHECKED BY: CS J L11 d I41) 201 1 21.94' N89° 34' 10.61"W 1" PVC SCH 80 rB 1 1.82' S89° 19' 48.01"E 1" PVC SCH 80 2 O I L1 L6 1 1.77' N89° 46' 49.56"E 1" PVC SCH 80 CONSTRUCTION I 2 I '� 2 21.71' N89° 38' 24.52"W 1" PVC SCH 80 DRAWINGS_ _ � o I L5 ° 1 2 2 1.77' S89° 07' 55.83"E 1" PVC SCH 80 1 0 2 2 2.34' S89° 26' 29.37"E 1" PVC SCH 80 c I 2 21.66' N89° 31' 03.41"W 1" PVC SCH 80 JHO' I L4 2 12.45' N89° 51' 00.45"E 6" PVC TYPE C900 (DR 18 2 J L3 * C3.1 INDICATES LINE THROUGH MATCHLINE - - - - ° - - - - - - - - - - - - - SEWER PLAN a - N89°30'43"W 363.E 1' ae -° a . a a- o °- a ° IIT,y�.7II III 20 0 20 40 60 80 AND PROFILE d V o ° d d ° d ° J1 LL ° TOE - SCALE 1" = 20' L � c s°' SEWER DATA TABLE WATER DATA TABLE 0 ON � O 0 0Li o O �� � � 00 ON 0 N 603 a^p � a = 0 � + cfl 0 _ 2 � � O L� 00 L� p � � � � � N + o ± � g N 'n _ + r, _ g soz LINE # LENGTH BEARING SLOPE NOTES LINE # LENGTH BEARING NOTES ~ rn cnON + � c� - O QO Q � ± � - 0 � O N00 (n + � sot > » S 0 Ln 0- � 00 L1 199.99 NO* 27 58.43E 0.4% g PVC TYPE SDR 35 LC 335.72 SO* 00 01.08 W 8" PVC TYPE C900 (DR 18) 260 O < m V) N (n N O Q rn 1— � � a m o- 2600 v° � Hln � Hln N N N N Lo O > > » » o- N N a- 0 N cn N 5a9 L2 133.02 NO* 26 02.18E 0.4% 8 PVC TYPE SDR 35 * 298.41 S89° 32 11.34E g" PVC TYPE C900 (DR 18) bo R/W � cnN N �0 a �$ L3 12.10' N89° 32' 39.92"W 2.0% 4" PVC TYPE SDR 35 302.56' NO° 28' 05.12"E 8" PVC TYPE C900 (DR 18) PROP FINISHED SURFACE 597 Z $" , 6 STORM DRAIN LINE _ L4 21.80 S89° 32 37.42E 2.0% 4" PVC TYPE SDR 35 20.39' S89° 31' 54.88"E 1" PVC SCH 80 EX SURFACE 596 Z L5 12.55' N89° 32' 40.99"W 2.0% 4" PVC TYPE SDR 35 `� 22.59' N89° 31' 54.88"W 1" PVC SCH 80 595 0 594 L6 22.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 <0> 22.60' N89° 31' 54.88"W 1" PVC SCH 80 8" PVC WATER MAIN v' - 8" PVC WATER MAIN 5ss L7 21.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 0 20.43' S89° 31' 53.88"E 1" PVC SCH 80 PROPOSED SEWER MAIN ABANDONED DRAINAGE DITCH 5s2 REFER TO SHEET C3.1 - L8 11.97' N89° 32' 36.95"W 2.0% 4" PVC TYPE SDR 35 18.56' N89° 29' 07.69"W 1" PVC SCH 80 591 259 - 8" PVC N 124.54 ® 0.6% 1 2 8" PVC 139.88 0 0.6% 2590 L9 21.96' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 �9 22.57' N89° 42' 08.98"W 1" PVC SCH 80 2590.291E OUT 2589.511E IN N SS�ONAL EN�� 2590.381E OUT M8 L10 23.19 N89° 32 37.42 W 2.0% 4 PVC TYPE SDR 35 1 0.92 S89° 31 54.88E 1 PVC SCH 80 2589.511E IN (S) EX WATER MAIN = 2589.461E OUT 588 (Ll 1 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 1 22.58' N89° 39' 07.45"W 1" PVC SCH 80 VERIFY LOCATION - 587 17727 WATER MAIN - 58s L12 22.21' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 1 18.49' N89° 24' 44.13"W 1" PVC SCH 80 08/26/2024 258 - - CONTINUATION - 2585 (Ll3 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 1 0.97' S89° 12' 17.88"E 1" PVC SCH 80 STgTE pF\OP�� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 UL14 11.75' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 1 302.88' NO* 33' 30.63"E 8" PVC TYPE C900 DR 18 SCN�P�� ( L15 22.24' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 1 22.02' N89° 30' 19.08"W 1" PVC SCH 80 SEWER AND WATER PROFILE UL16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 1 2.01' S89° 26' 29.37"E 1" PVC SCH 80 SEWER LINE C UL17 22.28' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 1 21.94' N89° 34' 10.61"W 1" PVC SCH 80 HORZ SCALE: 1" = 20' UL18* 180.52' N89° 31' 54.88"W 0.4% 8" PVC TYPE SDR 35 1 1.82' S89° 19' 48.01"E 1" PVC SCH 80 O VERT SCALE: 1" = 4' L19 124.81' NO* 27' 20.27"E 0.6% 8" PVC TYPE SDR 35 1 1.77' N89° 46' 49.56"E 1" PVC SCH 80 138.39' NO* 27' 24.67"E 0.6% 8" PVC TYPE SDR 35 2 21.71' N89° 38' 24.52"W 1" PVC SCH 80 221 19.95' S89° 32' 39.73"E 2.0% 4" PVC TYPE SDR 35 2 1.77' S89° 07' 55.83"E 1" PVC SCH 80 Q I � -^ X L2 14.08' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 2 2.34' S89° 26' 29.37"E 1" PVC SCH 80 Q z X X 14.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 2 21.66' N89° 31' 03.41"W 1" PVC SCH 80 a p e ° p ° n b° s °n s ° ° � s ° b.,° ° ° ,° °° ° ° o ° o L2 20.42 S89° 32e 38.36"E 2.0% 4" PVC TYPE SDR 35 2 12.45> N89° 51e 00.45nE 6" PVC TYPE C900 (DR 18 «. « « « . . « . « . «. . . « « . . . « . « E . « « . « . « . . . . . . « � L2 19.95' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 t. « «.t. « «.t. «,««• . t. « t. . ..«. t« o «.• « «' ,�, INDICATES LINE THROUGH MATCHLINE r^ U ° O A tJ J L2 13.94' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 T O 2S9 0 2s9) 2S 2S9S 1 -�51 L2 14.54' S89° 32' 38.08"E 2.0% 4" PVC TYPE SDR 35 9 V W 1041- 8 _ _ 11+00 9 _ = 12+QO 6 _ _ 9 - _ 13 10 19 8 57 L2 15.07' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 19 8 101 - - - 28 0 W W W l W W W W -- L2 13.67' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 2 29 39.47' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 O . . . « « « . . « . « . « . . . . .` « . « « . . « . .` «'. « . . . « . . « . . «' �� L3 t f ««t E t t« t N� t'8'17"E 908.77'' .` ° ° 14.67' N89° 32' 38.61"W 2.0% 4" PVC TYPE SDR 35«'«'. . .'.' «' . .'«« .' .'. « «' . . f « f« � _ ._ ._ U U ° �- s n e .- m -°p- s s ° s ° �- °� (Lj,3 13.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 s ° ° s ° s s ° � n ° - - 259 - - - - - - - - - e - - - - - 2 9 _ - x L3 39.47' S89° 32' 37.09"E 2.0% 4" PVC TYPE SDR 35 W loo � 8 - - - - - 6 I + ° I L3 39.48' S89° 32' 17.50"E 2.0% 4" PVC TYPE SDR 35 Q xLOT 6� 2597 I I L3 13.48' N89° 32' S6.30"W 2.0% �4" PVC TYPE SDR 35 Q co ° ° 2599 -- - - - - 259 z z �8- _ _ 9 1 i * INDICATES LINE THROUGH MATCHLINE 11V WATER I INF EAS /'1�, I x W O ° CONSTRUCTION NOTES r , I I I ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. LOT:10 LOT. 9 1 1 LOT. 8 LOT- 7 LOT 5 LOT 4 LOT. 3 LOT 2 I CONTRACTOR SHALL POTHOLE TO VERIFY PIPE TYPE, LOT 11 I I a28 ' T UTILITY EASEMENT u, 0 I ' I SIZE,HORIZONTAL AND VERTICAL LOCATION PRIOR TO O 2590.97I z I 2594.36BP V I rr M 6 1J2590.24TP �Y � I x CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CITY PROJECT 2589.571E 2590.891E 2594.04BP I ENGINEER TO OBSERVE THE CONNECTION. lob 2591.131E 1E 20 28 I 2594.36BP 2590.67TP I ( INSTALL WATER MAIN AND BACKFILL PER ISPWC SD-301. REFER TO -7 .621E ° 2590.48TP 2590.00IE 2593.85BP I I I III WATER DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. qli I I2590.511E I 2589.811E 2591.001E I 2590.87TP 1 21 28 25 26 2590.701E 21 28 21 28 2590.201E 2591.251E L2 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS I PER ISPWC SD-403 AND SD-406. 25 26 21 28 25 26 25 26 ° 25 26 - 25 26 25 26 25 26 x x 11 EXISTING FIRE HYDRANT TO BE RELOCATED. Qq PROP SSMH 5 24 2 1 2 L11 23 2 2 2 24 3 3 23 3 ROP SSMH-6 <gSAWCUT SPWC ACHD SIDE 03VAND PAVEMENT, ACHDRSDA 06.IR ENEIWPWC PAVEMEN 01, 0 C 11 PROP SSMH-4 O 2 2+00 / / W o 19 , 2598 2 2598 12 4 TO MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT 2594.69BP �� I CONDITIONS WHICHEVER IS GREATER. q 2 2 2594.48BP 9 Lg aS II 10 19 8 10 2590.59 1E 2 20 INSTALL 3/4" SINGLE WATER SERVICE METER PER CITY OF ° 2594I51 BP 2589.921E 1 2590.27TP L9 25ga L6 L5 24 25 26 2589.601E 2598 x MERIDIAN STANDARD DRAWING W1 AND W2. REFER TO PLUMBING 2591.41 TP 13 2594.80BP SEWER LINE C W L3 2594.09BP o PLANS FOR CONNECTION DETAILS. FOR METER VAULTS LOCATED IN 2591..081E 2591.05TP 2594.29BP 2591.14TP 6 TRAFFIC AREAS SHALL USE TRAFFIC RATED HDPE VAULT AND 2591.281E 20 28 25 26 25 26 - - 23 a - o, 2590.721E 2591.3OTP 5 COVER PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o 2594.51 BE 21 28 2594.33BP 2591.471E L 00 2591.051E 2594.52BP 2594.33BP 2591.09TP 2590.1971E L7 L4 21 INSTALL 3/4" DOUBLE WATER METER PER CITY OF MERIDAIN + 2590.77TP 2591.17TP 2590.921E 2591.04TP LOT 1 2590.761E 3 3 3 O STANDARD DRAWING W1 AND W3. REFER TO PLUMBING PLANS FOR W 30' I 2590.101E I 2590.841E 2590.711E I 2591.361E 25 26 2591.561E 25 26 25 26 CONNECTION DETAILS. FOR METER VAULTS LOCATED IN TRAFFIC ® 9 I AREAS SHALL USE TRAFFIC RATED HDPE VAULT AND COVER PER o 20 28 21 28 _ CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ® 30' JOINT UTILITY EASEMENT 2591.731E 23 INSTALL SEWER MAIN AND BACKFILL PER ISPWC SD-301, REFER TO LOTS 12 I LOTS 13 LOTS 14 - C LOT.16 I LOT 17 LOT 18 I SEWER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. O 24 INSTALL 'TYPE A' SEWER MANHOLE WITH CONCRETE COLLAR PER NE JOB #: 320-078.1 ISPWC SD-501 AND SD-508. DATE: 8/26/2024 I i I DRAWN BY: KS 25 INSTALL SEWER SERVICE PER ISPWC SD-511, SD-511A AND CHECKED BY: CS SD-512. REFER TO SEWER DATA TABLE THIS SHEET FOR MATCHLINE SEE SHEET 3.0 ADDITIONAL INFORMATION. 26 INSTALL STANDARD TRAFFIC RATED SEWER CLEAN-OUT PER ISPWC SD-506A. CONSTRUCTION 28 INSTALL WATER SERVICE LINE PER ISPWC - DIVISION 400. REFER TO WATER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. DRAWINGS REFER TO PLUMBING AND MECHANICAL PLANS FOR BACKFLOWS AND FOR FINAL LOCATION AND BUILDING CONNECTION DETAILS. 29 INSTALL RELOCATED FIRE HYDRANT PER MERIDIAN STANDARD DRAWING W8 AND W9. 57 INSTALL PIPE BEND AND THRUST BLOCK PER ISPWC SD-403. C3.2 SEWER AND 20 0 20 40 60 80 WATER PLAN AND PROFILE SCALE 1" = 20' CONSTRUCTION NOTES / GJJY.GJ UT -W LTP / / - 1 BsW- 12 X v !/\ 2595. 12 INSTALL STANDARD IRRIGATION BOX PER ACHD SUPLIMENTAL TO THE ISPWC � 0) sco SD-619. CONTRACTOR TO VERIFY EXISTING PIPE TYPE, SIZE, HORIZONTAL AND ; 259 It s 2 $ x co VERTICAL LOCATION PRIOR TO CONSTRUCTION. 06 _ ? _a 25 BSW P a' G P I ZL ^ I 595.58 14 INSTALL STORM DRAIN LINE AND BACKFILL PER ISPWC-301. REFER TO STORM o 2596.73 RWL-FACE DRAIN TABLE ON SHEET C4.2 FOR ADDITIONAL INFORMATION. W R -X X 2594.73E 33 33 595.43RIM 2595.11 T 33 ~ °1 EGR 2593.311E 2593.471E 15 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ACHD SUPLIMENT TO THE 14 i 6, N "' ISPWC SD-611. 14 2597 18 INSTALL STANDARD CATCH BASIN PER ACHD SUPPLEMENT TO THE ISPWC SD-601 mN J - � Ln � - D L50 SD L49 TYPE 1. EAST GRUBER AVE RIM (E, SOLID): 2598.67 30 26 INSTALL STANDARD TRAFFIC RATED SEWER CLEAN-OUT PER ISPWC SD-506A. m 3� _RIM (W, SOLID): 2598.56 - o° 30 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624. Z $ w L48 INV IN (E) 2593.31 N v TOP OF BAFFLE: 2593.21 31 INSTALL SEEPAGE BED PER ACHD BMP 20 ON SHEET C0.2. REFER TO SEEPAGE II W W 2594.29BP 2s 2597.52T - 2598.51FG 14 INV OUT (E) 2592.96 BED DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. ° \ 2591.13TP 33 26 2597.64T 33 32 INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC/ACHD SD-627 ON SHEET 2590.801E 2595.521E 2595.891E 2597 Q 0.81 CFS CO.2. 2595.641E 2595.20RIM ° W� 2590.691E - - _ 33 INSTALL 24 DIA. FRAME WITH SLOTTED GRATE COVER PER ISPWC/ACHD SD-616 31 2595.96 TOR L21 - AND SD-617 ON SHEET CO.2. L 2590.96 BORF - 42 CONNECT TO PROPOSED GRAVITTY IRRIGATION BOX PER ACHD SUPPLIMENT TO THE 2589.46 BOS tt I ISPWC SD-619. hc� ° I \ 2587.96 HSGW 2598.51FG S�pNAL F I° I 2595.811E 26 44 INSTALL BIORETENTION PLANTER PER ACHD BMP 31. REFER TO BIORETENTION CFS Nc,^ a 00 02598.51FG J� I PLANTER TABLE ON SHEET 4.0 FOR SPECIFIC INFORMATION ON PLANTERS. REFER 45 PLANTER A ° '. 45 CANTER B ° 26 598.52FG L1 26 2595.531E 22 X, TO SHEET C0.3 FOR ADDITIONAL INFORMATION. Q �' 2595.65TC 2595.65TC I , 2595.891E I N 2594.82FL I ° , 2594.82FL N I I X x 45 INSTALL SHALLOW INLET ATTACHED WALK PER ACHD SUPPLIMENT TO THE ISPWC 17727 2594.161E .` 2594.161E L - - - I SD-715A. 2593.16SUMP da 2593.16SUMP 7 N I d 08/26/2024 Q25: 0.20CFS . T. Q25: 0.15CFS _ L3 L51 L23 I 100 46 INSTALL NDS 12 CATCH BASIN OR APPROVED EQUAL PER SQUARE CATCH BASIN STgIE OF��P�O 0100: 0.27CFS Q100: 0.21 CFS I° I ° 2598.55F 26 d DETAIL ON SHEET C0.3 c�R�' SCN�P�� L4 rn 2595.321E I N N tt 56 EXISTING IRRIGATION BOX TO BE REMOVED. EXISTING GRAVITY IRRIGATION LINE TO Al I I 14 ( BE EXTENDED TO PROPOSED IRRIGATION BOX. d c 014 I � � L5 J tt o I II 44 I° I - - 24LIN - - . I ° I I °° - I TC 7, d ° °° 62 32 11 G ° I L6 2598.55E 26 I I tt SHALLOW INLET FL °° I I 2595.371E 26 598.58FG L25 PER ACHD WA A W � I 26 2598.63FG 2595.021E I 2598.67E 26 ° IE O SD-715A FG TC 961 c 2594.861E 2594.991E �^ `10 FS CURB/EDGE VJ RESTRAINT PER \ a I- - -II EASE TRAP "B" L26 a = -_===_ - ISPWC SD-701A, ° ° ��'� d L7 46 597.80RIM J 30 RIM (E, SOLID): 2598.67 L27 ABOVE GROUND 4" CURB BREAK °, d 2596.201E RIM (W, - - - tt STORAGE VOLUME AT SIDEWALK Q d I 2595.96 TOR SOLID): 2598.56 I d 2590.96 BOR INV IN (E) 2593.31 - I d 2' O.C. FOR 31 597.80RIM 24 BIORETENTION OF ° d d °-' 44 W 44 I L8 2589.46 BOS 46 2596.301E Ie TOP OUTBEFFLE. 2592.96 I 28 I ° SUMP , SOIL MEDIA DRAINAGE 2587.96 HSGW ( ) I TOR 2 ASTM #8 OPEN GRADED d ° I . . °a �Lcb Q5o: u U 1.94 CFS I BOR FRACTURED AGGREGATE PLANTER C x PLANTER D I �, I 14 ,O� O O I BEDDING COURSE 1 " 45 2596.791C 45 2596.79TC W, I - 33 597.75 RIM co � ® 01 32 2598.35T 33 2595.96FL 2595.96FL N '.oca I 47 c� I I tt ° '< MAXIMUM HSGW TO 2" THICK. � U 2594.30 IE L42 �o0 2594.411E 2" WASHED DRAIN ROCK 2595.291E 2595.291E .• °I 2597.00RIM ° L9 d 2594.29SUMP 2591.041E d ° ° a 43 o 0 14 ELEVATION (f2587.96) WITH AASHTO M288 CLASS W r 0 2594.29SUMP �° /� , a ° 2598.73F 2 NON-WOVEN GEOTEXTILE Q25: 0.17CFS g ° ° - 32 Q25: 0.21 CFS I Id Id Id I 44 46 ® L29 2596.311E 26 o ON SIDES AND TOP ONLY W Q100: 0.29CFS Q100: 0.23CFS - 63 tt Pub «, W L10 - /� 6.5' 45 � L40 - L30 ° BIORETENTION PLANTER Q (n °d ° d T I ° 10' STORMWATER AND--- - L11 ° ° L41 SD - -- - - � � �• I IRRIGATION EASEMENT I ° L31 _ NOT TO SCALE Q ,> ,> ° _N O da ® 26 598.75FG RIM (W, SOLID): 2598.63 30 tt ° `n LU 2594.541E RIM (E, SOLID): 2598.57 ° 2590.96 TOR d ° o STORM DRAIN +GRAVITY IRRIGATION O ° ° PI PI 2590.96 BOR 31 I ° I ° IB - - INVIN (W) 2593.31 - - - - - -2589.46BOS ° ° ° ° °i 4 - • � L12 � INV IN (S) 2593.31 2587.96 HSGW � DATA TABLE ° I I TOP OF BAFFLE. 2593.21 D A 7. �'� •,- I I I INV OUT (E) 2592.96 2597.80RIM 46 I W G L32 I a LINE # LENGTH DIRECTION SLOPE NOTEIr ° `ti - 598.88FG N Q100: 1.94 CFS 2596.301E . I 26 14 2597.80RIM 2598.91 FG 8 L52 77.80' S88°59'34"E 0.24% - ' I 2595.271E II I Id 46 I 26 12 PVC TYPE SDR 35 r^ (� 2596.171E 2595.331E Q VJ d ° ° ° ..'` I I I - - - - 9 - _ - - - 14 L53 6.09' SO°00'32"E 2.96% 12" PVC TYPE SDR-35 ° W I L- - - -- - L14 - \ „ z Z d Z W ;- L61 - - - - L13 ° 1 33 d ° L54 129.22 S89°02 04 E 0.27% 12 PVC TYPE SDR-35 W O x 10 STORMWATER AND d I a L55 7.61 SO°00 35 E 1 .71 12 PVC TYPE SDR-35 U d v r v ° W W W a IRRIGATION EASEMENT .W. Id 2598.98F 26 I I L56 157.48 S89°0215 E 0.27% 12 PVC TYPE SDR-35 O .` rnL 598.99FG I 2595.081E tt° . Cv 26 2595.711E L15 I 26 2598.99FG I 34 ° L57 8.78' NO°17'41"E 5.36% 12" PVC TYPE SDR-35 2595.751E ° N L58 3.53' S51°23'23"E 0.31% 12" PVC TYPE SDR-35 d W W cn d 00 tt 1 , „ f/ . •' I L16 Q0 IB � ° L59 11.65 S44°56 44 E 0.22% 12 PVC TYPE SDR-35 I oo ,n loll 35 2599.02E a 2595.981E 26 N N 2599.02E 26 L60 63.91' N81°05'26"E 0.25% 8" PVC TYPE SDR-35 L17 I ° I L36 2596.011E ° ° I I d L61 128.96 SO 26 15 W 4.99% 18 PVC TYPE SDR-35 d 14 ° tt 37 - dd L62 129.08' SO°25'56"W 5.53% 18" PVC TYPE SDR-35 W o L18 ° I I ON 1 ° h ; a W h�� W ° _ L19 n - ° - - tt L63 19.12' N90°00'00"E 0.50% 6" PVC TYPE SDR-35 q . IF2598.15T -I 2597.95R1 124 2598.27T 33 10' STORM WATER AND I L38 00 a 2591.391E 599.05FG 2596.141E IRRIGATION EASEMENT d 2596.20TG GENERAL NOTES: e W 26 ° I 2599.05FG 2596.151E 33 Id 1 2596.311E 26 I `y 18 1. FOR CONSTRUCTION PURPOSES GROUNDWATER DEPTH CAN BE ASSUMED TO REMAIN 2597.95R1 10' STORMWATER AND 2596.321E (2592.461E) 2597.83R1 ° 14 ° 14 12 4 2591.551E 124 2591.421E _ Q25: 0.11CFS GREATER THAN 2587.96 THROUGHOUT THE YEAR PER "LIMITED GEOTECHNICAL IRRIGATION EASEMENT a ' ' o 2597.92RIM 15 L20 ° tt I I L39 - tt Q100: 0.15CFS INVESTIGATION RIVERSIDE GARDEN SUBDIVISION" PREPARED BY ATLAS TECHNICAL L60 1 L59 d 2591.441E - S 14 2597.32RIM 15 CONSULTANTS LLC DATED JANUARY 14 2021 AND SITE TOPOGRAPHIC SURVEY TEST 2591.871E - - - - - - 15 15 PIT LOCATION. z 56 2589.44SUMP ° - - - 14 ° - - - - .11 IM 2597.11 RIM W ° a i s L56 2589.87SUMP- 25 B 7 2592.221E d (2592.411E) SD 54 2596.93TG 2590.22SUMP 2590.41 SUMP S 2. THE DESIGN INFILTRATION RATE FOR THE BIORETENTION PLANTERS IS 8 INCHES PER -G ° ° 56 58 L57 2597.28TG 18 - - - - �- - -� L55 2596.93T 18 - °- - a', 18 2592.401E L52 HOUR. CONTRACTOR SHALL HAVE PERCOLATION TESTS PREFORMED BY SOILS 2591.751E ° - �+ a ° ° 2592.001E - - - ° L53 °CFS - - a Q25: 0.32CFS _ T EAST BARLEY AVE- - - Q25: 0.13CFS Q100: 0.104CFS �- ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED AND NOTIFY ENGINEER IF III Q100: 0.45CFS _ Q100: 0.19CFS RATES LESS THAN 8 PER HOUR ARE ENCOUNTERED. 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS NE JOB #: 320/2024 cn z DATE: 8/26/2024 w g PER PLAN ENCOUNTERED WITHIN 3' OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION DRAWN BY: KS in OBSERVATION WELL SAND AND INSTALL SOLID CAP AT FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED CHECKED BY: CS 18 PERFORATED PVC o GREASE TRAP END OF PERFORATED PIPE z BIORETENTION PLANTER INFORMATION SAND AND ,> 1.0 GREASE TRAP p 18" PERFORATED PVC p p p J TOR � � PLANTER ID LENGTH WIDTH DEPTH FB WS IE FG TOR BOR V100 CONSTRUCTION p p p p p \ w PLANTER A 33' 7' 0.8' 2594.83 2594.66 2594.16 2593.50 2591.33 2589.33 369.60 0% SLOPE p p 0% SLOPE o O I PLANTER B 25' 7' 0.8' 2594.83 2594.66 2594.16 2593.50 2591.33 2589.33 280.00 DRAWINGS `� 18' SOLID WALL PIPE 5.0' PLANTER C 35' 7' 0.8' 2595.96 2595.79 2595.29 2594.46 2592.29 2590.29 392.00 IE OUT z WITH 4" OF 3/4" PIPE OBSERVATION WELL 1 2" WASHED DRAIN ROCK � BEDDING, EXTEND 1' PLANTER D 28' 7' 0.8' 2595.96 2595.79 2595.29 2594.46 2592.29 2590.29 313.60 OR WITH AASHTO M288 CLASS o INTO DRAIN ROCK BOS 2 NON-WOVEN GEOTEXTILE ASTM C33 r6 GENERAL NOTES: ON SIDES AND TOP ONLY FILTER SAND `o  1. FOR CONSTRUCTION PURPOSES, GROUNDWATER DEPTH CAN BE ASSUMED TO REMAIN GREATER THAN 2587.96 THROUGHOUT THE YEAR PER "LIMITED GEOTECHNICAL INVESTIGATION RIVERSIDE GARDEN MAXIMUM HSGW SUBDIVISION" PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC, DATED JANUARY 14, 2021 AND SITE TOPOGRAPHIC SURVEY TEST PIT LOCATION. ELEVATION (f2587.96) 2. THE DESIGN INFILTRATION RATE FOR THE SEEPAGE BED IS 8 INCHES PER HOUR. C4.0 3. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEEPAGE TRENCH CONSTRUCTION AND SHALL VERIFY ALL MATERIALS, LOCATIONS AND SIZES. 4. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM OF 3'. CONTRACTOR SHALL NOTIFY ENGINEER STORM DRAIN SEEPAGE BED IMMEDIATELY IF GROUNDWATER OR BEDROCK IS ENCOUNTERED WITHIN 3' OF THE BOTTOM DESIGN ELEVATION OF ANY INFILTRATION FACILITY. 20 0 20 40 60 80 NOT TO SCALE 5. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION RATE IS LESS THAN SPECIFIED BY THE SOILS PLAN REPORT THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 6. FOR AREAS WHERE TRENCH SIDEWALL INFILTRATION IS GREATER THAN 8 INCHES PER HOUR, SIDEWALLS SHALL BE INSTALLED WITH LAYFIELD RPE 25 OR APPROVED EQUAL IMPERMEABLE LINER. SCALE 1" = 20' 7. 18" PERFORATED PVC PIPE SHALL BE PERFORATED AS SHOWN ON THE 18" PERFORATION SCHEDULE PER ACHD BMP 20. 8. THE BOTTOM ASTM C33 FILTER SAND ELEVATION IS THE MINIMUM EXCAVATION DEPTH. L 0) v E 'c ao u m O O 2604 O 604 a,'C d O_OrQM Ocfl CD 0 �-CD LL O O r 0) � - 2603 O U to 00 OM 603 N� �n ln O O U �H pL Oi U (D - � O � O � H + + ± � O O ~ 2602 + O O ~ 602 "� Lf) r`,+ + N + i + � N � + N 601 0 O N 04 O O 601 75 00 < ) C - 00 I 0 M � rn V) 'n � Oo � � nN Qrn_Qrn am Qrn Q Q0) Qrn Q � � 260 HM- LnN � 0Qrn � � a 2600N � u7n [-- u7 vJcc° N (n N (N N V) N M H M - (n N M N U7 N � LO V) N CIO �l V) N H M N M c (n N (n N - 99 N N (n N 89 0 '(v 982wa u w 97 V 6" PVC STORM DRAIN LINE - 133.56' - 122.92' C� 1.00% 6 6 ' PVC STORM DRAIN LIN - 96 ® 1.30% g" PVC STORM DRAIN LINE 4'�-a•37 6" PVC STORM DRAIN LINE - 122.18' C�➢ 1.00� 2" WATER 2" WATER _ 95 95 SERVICE LATERAL SERVICE LATERAL s94 94 4" SEWER SERVICE LATERAL 2" WATER 2" WATER s93 93 4" SEWER SERVICE LATERAL SERVICE LATERAL s92 2" WATER 2" WATER SERVICE LATERAL- SERVICE LATERAL SERVICE LATERAL 4" SEWER 2" WATER 2" WATER 92 _ 4" SEWER SERVICE LATERAL SERVICE LATERAL SERVICE LATERAL --2591 --2591 259 2590 259 - SERVICE LATERAL - 2590 ASS\ONAL 4" SEWER 4" SEWER >, 4" SEWER s69 SERVICE LATERAL - 4 SEWER - 4" SEWER -SERVICE LATERAL 4 SEWER _ SERVICE LATERAL 4 SEWER 2 �' SERVICE LATERAL _ - - SERVICE LATERAL SERVICE LATERAL - - s66 - SERVICE LATERAL - � 17727 4 SEWER �° s67 4" SEWER SERVICE LATERAL 87 4 SEWER 4 SEWER 4 SEWER 4 SEWER SERVICE LATERAL 4" SEWER 08/26/2024 SERVICE LATERAL 566 SERVICE LATERAL SERVICE LATERAL SERVICE LATERAL 66 sT 258 - 2585 258 SERVICE LATERAL 2585 c�R�E OFHAv, 10+50 11+00 11+50 12+00 12+50 12+75 11+00 11+50 12+00 12+50 13+00 13+50 STORM DRAIN LINE A STORM DRAIN LINE B PROFILE (PRIVATE) PROFILE (PRIVATE) HORZ SCALE: 1" = 20' HORZ SCALE: 1" = 20' z VERT SCALE: 1" = 4' VERT SCALE: 1" = 4' O r^ / \ �J J O z n ° - - - - - - - I X \ m W 4a: L20 L16 L13 o L11 L7 L3 I 0111 L19 L17 L15 1 S 00 L12 o L10 III 12+00 12 64 D m rr^^ STORM DRAIN +GRAVITY IRRIGATION STORM DRAIN +GRAVITY IRRIGATION o I I L8 L6 . ° L4 L1 NIII V) DATA TABLE DATA TABLE ' I L56 L18 x V J v W STORM DRAIN LINE A W r 0 LINE # LENGTH DIRECTION SLOPE NOTE LINE # LENGTH DIRECTION SLOPE NOTE �I ° L14 - - I o L1 31.25 SO°42 57 W 1 .00% 6 PVC TYPE SDR-35 L31 18.73 N89°17 03 W 1 .00% 3 PVC TYPE SDR-35 I I L5 L2 Q L2 36.89' S89°32'1 YE 1 .00% 3" PVC TYPE SDR-35 L32 49.53' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 ' I I � Z " ° 3" PVC TYPE SDR-35 n L3 17.31 S89 17 03 E 1 .00% 3 PVC TYPE SDR-35 L33 16.83 N89 17 03 W 1 .00% ° O �, " >� L4 16.08 SO°42 57 W 16.03% 6 PVC TYPE SDR-35 L34 31.83 SO°42 57 W 1 .30% 6 PVC TYPE SDR-35 - O L5 37.35' N89°17'26"W 1 .00% 3" PVC TYPE SDR-35 L35 17.29' S89°17'03"E 1 .00% 3" PVC TYPE SDR-35 I U U L6 35.68' SO°42'57"W 4.66% 6" PVC TYPE SDR-35 L36 17.21' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 Es W � L7 18.56' S89°17'21"E 1 .00% 3" PVC TYPE SDR-35 L37 18.19' N89°17'50"W 1 .00% 3" PVC TYPE SDR-35 I� PI ° I I v Q ° ° 6" PVC TYPE SDR-35 ° L8 39.17 SO 42 57 W 13.15% 6 PVC TYPE SDR-35 L38 26.70 SO 42 57 W 1 .30% � I O 43 O L9 34.99' N64°55'44"E 2.83% L39 16.74' N76°34'25"E 1 .00% 3" PVC TYPE SDR-35 _ z 6 PVC TYPE SDR-35 L10 7.08' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 L40 7.97' NO°22'37"E 3.10% 4" PVC TYPE SDR-35 °I Q0 tt ° 4" PVC TYPE SDR-35 I W I U L11 16.87' S89°17'33"E 1 .00% 3" PVC TYPE SDR-35 L41 49.35' S89°56'58"E 5.29% ° ° ° tt ° ° e 44 iu L55 X 4" PVC TYPE SDR-35 ° Y' ° tt ° a p ° o 47 O L12 50.97' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 L42 6.53' N0°11'27"E 2.69% tt L13 17.29' S89°17'33"E 1 .03% 3" PVC TYPE SDR-35 L43 49.82' N90°00'00"W 5.45% 4 PVC TYPE SDR-35 o ° >, >, � 45 � ° L51 �� ° L48 x L14 22.78 N89 17 33 W 1 .00% 3 PVC TYPE SDR-35 L44 10.07 N16°08 06 E 1 .00% 4" PVC TYPE SDR-35 I ° L15 32.42' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 L45 12.90' S25°08'40"W 1 .00% 4" PVC TYPE SDR-35 °°I I 46 I L49 L16 16.95' S89°16'39"E 1 .00% 3" PVC TYPE SDR-35 L46 97.45' S89°36'54"E 0.00% 18" PERF PVC TYPE SDR-35 I° , L41 Nv l tt III X � L17 43.79' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 L47 98.09' N89°37'23"W 0.00% 18" PERF PVC TYPE SDR-35 I I I ° N > 6" PVC TYPE SDR-35 L18 16.99 N89°16 39 W 1 .00% 3" PVC TYPE SDR-35 L48 34.28 NO°51 44 E 1 .00% I a a L19 43.79' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 L49 15.73' S89°59'27"W 1 .00% 6" PVC TYPE SDR-35 I I �� Q 6" PVC TYPE SDR-35 � L20 16.65' N75°47'34"E 1 .00% 3" PVC TYPE SDR-35 L50 125.86' S89°27'04"E 1 .13% 54 ° L21 16.70' S89°12'S1"E 1 .00% 3" PVC TYPE SDR-35 L51 61.94' SO°42'14"W 0.00% 18" PERF PVC TYPE SDR-35 I I Es L40 o L22 28.71' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 I I � L23 18.10' S89°17'03"E 0.99% 3" PVC TYPE SDR-35 - - - - - L L29 L24 16.74' N89°17'03"W 1 .00% 3" PVC TYPE SDR-35 ° L25 50.31' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L39 11 00 L35 STORM DRAIN LINE B L26 13+ 0 L23 13 33 I o N L26 16.96' S89°17'03"E 1 .01% 3" PVC TYPE SDR-35 I III L38 L36 S ° 34 S L32 ° ° L30 III L28 SD L25 L22 III NE JOB : 320-078.1 ' ° 3" PVC TYPE SDR-35 I - DATE: # 8/26/2024 L27 16.83 N89 17 03 W 1 .00% °o I W L33 L31 L27 L21 DRAWN BY: KS L28 43.89' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L37 W W W 24 W CHECKED BY: CS o - - - L29 31.00' S86°22'24"E 3.55% 6" PVC TYPE SDR-35 L30 8.29' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 I / ��0 ° CONSTRUCTION DRAWINGS C4.1 STORM DRAIN 20 0 20 40 60 80 PROFILES SCALE 1" = 20' UTp—W LTP �� / / Ij \C,� �/ 1 X /` 2595, rn 12 Ln t942 SCO v E c u 259, S B 8 I x CO 06 `—° esW— 1066 2595.58 PRESSURE IRRIGATION DATA — 59 c 10 W x X X RWL-FACE c n_ X X X TABLEcn EGR EGR X N N ,�:e:ae - - - - - - - - - X � � 2597 m � v° W N LINE # LENGTH DIRECTION NOTE M � L1 118.36' S89°59'51"W 4" PVC TYPE SDR-21 (CL 200) I g 3 ti .5 'i2o LA 7.95' SO`00'09"E 4" PVC TYPE SDR-21 (CL 200) $� w c-141d 2S © 34.54 N90'00'00"E 4" PVC TYPE SDR-21 (CL 200) v W 2597 I © 118.36' S89°59'51"W 4" PVC TYPE SDR-21 (CL 200) W © 75.62' NO°00'00"E 4" PVC TYPE SDR-21 (CL 200) d ® 20.60' N90`00'00"E 4" PVC TYPE SDR-21 (CL 200) a I © 198.53' S89°59'54"E 4" PVC TYPE SDR-21 (CL 200) tt I N IL 23.11' N89°54'54"W 4" PVC TYPE SDR-21 (CL 200)00 o�FSS�O ENOi�� rn I d d I I4d I ° L� d - - °01'18"E 41.16' NO 4" PVC TYPE SDR-21 (CL 200) d x 17727� N L(f) I dd W• I N — — I I 08/26/2024 a Cn C'STgTE OF � d I d ORy, SCN�P� N N I tt d° c d N I dot d d ♦ ♦W I ° d v CONSTRUCTION NOTES d d d d d ° INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS PER ISPWC d I ° SD-403 AND SD-406. z d ad ° d I ° I ° I tt 12 INSTALL STANDARD IRRIGATION BOX PER ACHD SUPLIMENTAL TO THE ISPWC SD-619. CONTRACTOR TO VERIFY EXISTING PIPE TYPE, SIZE, HORIZONTAL AND Q d C d I VERTICAL LOCATION PRIOR TO CONSTRUCTION. 49 INSTALL PRESSURE IRRIGATION MAIN AND BACKFILL PER ISPWC SD-301, REFER TO VJ r^ PRESSURE IRRIGATION DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. \ VJ d PROPOSED PUMP HOUSE LOCATION. REFER TO PLUMBING PLANS FOR PUMP HOUSE REQUIREMENTS. Q z 52 52 INSTALL 1" PRESSURE IRRIGATION SERVICE LINE WITH FIBERGLASS VALVE BOX AND m W I W •-' ° I I 6 Ie d HOSE BIB PER SD-902 AND SD-903. 49 57 INSTALL PIPE BEND AND THRUST BLOCK PER ISPWC SD-403. I cf) °d h X cr Lo I U N Cn Ui a i 52 49 57 N ° � tt ° w r O •� Ie k,�{ d d 10 12 51 L1 ZIZII d ZIZII d d I o W SI W P I a x ° 51 — 49— \ - - - a < cl) Z N Q d d Q 10 d ° 52 � 49 ° 0 O tt d° CL d d IR IRR ° IRR IB o ° ;: IRR ° cn „ d d C '\ I d d Jl- x I 57 57 2i2i1 d r a I {III d d I I d O d Id14 9 FI d co Vl x 52 N I N I° — V i d /y\ tt d W C7 ° � — N lei . d d I d I d O ° d W 14 I 9FL d � ° da . . . . . I I tt I d° -F tt � Q a � N 0LO d � I WWI I I I I N ° da ..:e d ° ` II c d 2%:• I a a I d 0 a d , d y J 0 5.t31 2�8 25 7 ° she: a a •° ° ° ° c G d °d a a'Y d a d d ° d a a a ° — d— a \A7— NE JOB #: 320-078.1 DATE: 8/26/2024 DRAWN BY: KS CHECKED BY: CS CONSTRUCTION DRAWINGS C5.0 PRESSURE 20 0 20 40 60 80 IRRIGATION PLAN SCALE 1" = 20' BSW 0 � E 0°0' a�048 259 BS OC 80 N N f0 805 58 25415.44 I C J BSy�23 UT�-W LTP O X 1 259 . . SCO N 259- 8 I x CO V BSW- B` 1066 N G I x 2595.58 W kv RWL-FACE oMo v X X X X �� c EGR EGR x N N Z w - - - - - - - - - X 2597 Z d 2S9 N ° I W —2597 I w— O��SS\ONAL Fiyc��F d d I I J I I 59 17727 d d 08/26/2024 ..W a I I 00 a CONSTRUCTION NOTES C'STgTE of\OPT,h X I 58 EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED IN PLACE. CRY SCHRPG N ° o d d X d ° (1) q I d 59 INSTALL BLR SERIES LED BOLLARD LIGHT. REFER TO C0.4 FOR LIGHT DETAILS. d � — �- — — o dd INSTALL STREET LIGHT WITH CONCRETE BASE. REFER TO C0.4 FOR STREET LIGHT °° O I° I 0) 59 d 0) DETAILS. d . I co dLo ° N d I N CJi V) I I I Ui d d • 00 `� 59 ° d ° ° I° I I d — J I O °dd I d d e : I a ° — — Cn I 59 \\ d d d I d 59 I d Z . I d ° d ° I I d I w a d I a I a d° d — d d h ITFTJ 59 V J d W I d I e . . � ° I co U 9 d W I I - I V W 0 ryh Icx 10 N I 59 Q c I 59 cp r Z N c0 dl I d Oo ♦m ° d I d da ° W . ° ° I ° ° a d ° a d O ° 59 ° d d d o ° d .c- d d d 59 60 z l I N D d d 59 ° d I d �..�..� 0 Lo d ° d o d ° ° d d ° ° d a CJ■� d 59 l I .r W I I I d ° d I I I w O d h ° d � . I°d L.I d 59 d ° d I X d I d I ° ♦ ♦ ♦ � I I I ° d d ° A 59. I 0' °I d d d 0) — — d — — 59 N x ° I° d Ico 00 rn ° I ° N ° \ d �d I I s - fj I 59 d° I d d h�V ° W V N d N ° d° d I a II l ti \ I ° 59 I ° o d� 59 d � ° I ° ° — — — — NE JOB #: 320-078.1 60 d i d `Z5�8 25 7 ° DATE: 8/26/2024 d — ° DRAWN BY: KS d ° — d a— a n a dd a d a d_ CHECKED BY: CS N�— y o E— BAD L EY AVE- _ CONSTRUCTION DRAWINGS 0 9088 9101 9123 9121 9126 9142 1� 58 9180 9202 58 9221 58 BSW-END BSW-E C _ BSy�-EOC BSW- C BSW BSW-EOC S AND {�96.57 2596.87 9 �sgg.g4 �9041. 2596.E@X-POW �596�94 5 -AP p4qw-Ap I SG I 94 -AP o _41 _ C6.0 20 0 20 40 60 80 STREET LIGHT SCALE 1 20' PLAN