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HomeMy WebLinkAboutPromenade Cottages - Civil Plan Set CONSTRUCTION PLANS FOR IN SHEET INDEX ' � 0 PROMENADE COTTAGES SUBDIVISION :: ° 5; 5- C0.0 - COVER SHEET d �� a - 3 C0.1 NOTES N LOCATED IN THE NE 1/47 OF THE NW 1/4 OF SECTION 77 C0.2 - DETAILS ,, 19r` ~ ` C0.3 - DETAILS _ T.3N.7 R.1E., B.M., CITY OF MERIDIAN C0.4 - DETAILS 01.0 - ROADWAY PLAN AND PROFILE ar ° o ADA COUNTY, IDAHO, 2023 C1.1 - ROADWAY PLAN AND PROFILE r,� _ '� Know wh'at% bel' 'N C2.0 - GRADING PLAN i�'' m can before �1 � C2.1 - GRADING PLAN � `? , + ' , SITE ` Z gmUj C2.2 - GRADING PLAN 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 C4.0 - STORM DRAIN PLAN C4.1 - STORM DRAIN PROFILE " • rr rr �rr * IDAHO �. C5.0 - PRESSURE IRRIGATION PLAN 1 i.» 1 1 � X � `� �''.tTr S�ONAL Ile Works Deputmerat x C X x = w, 17727 EAST NGRUB�ER AVE -----EAR x EGR k d3 06/20/2024 .4 ■ d3 — ------------- 1 STgTE OF\10 -- ■ - ■ �� � �_ - - - - - - -- - VICINITY MAP c�RY SCH�P�' ■_ ■ ■ ■ ■ ■ .4 f � � i � I 2 I I I 18 I r 19 III I 34 J ■ [ I I II I III I ■ x_ ABBREVIATIONS Im - - Z 1 I I _ I III I (XX.XXFG) = EXISTING ELEVATION 3 I I 17 I I 20 61 III 33 II XX.XXFS = PROPOSED ELEVATION O AC = ASPHALT CONCRETE — I --- - ACHD = ADA COUNTY HIGHWAY DISTRICT U) — ■ I I I I „I I I I II I 32 FF/FFE = FINISHED FLOOR ELEVATION > I I i I 4 I I I 16 III I 21 II FL = FLOW LINE - - - - - _ J - FS _ FINISHED SURFACE O z - '-- GB - GRADE BREAK m W I 31 I HP = HIGH POINT W o f I 5 I I I a, HSGW = SEASONAL HIGH GROUNDWATER 6, I I - - - - I o IE/INV = INVERT ELEVATION VJ )IVISION I I 11 30 I r ISPWC = IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 1 I - 1 _ _ _ _ _ _ I -- �� PDSD = PLANNING AND DEVELOPMENT SERVICES DEPARTMENT � `J - �� PCC = PORTLAND CEMENT CONCRETE W T 0 N I I I 7 I I -�1 � POC = POINT OF CONNECTION z I I I I r - - - - - - - - - - - - - - rLn RIM = TOP OF COVER ELEVATION W O I I o TG = TOP OF SLOTTED GRATE ♦^ I I 1 1 I 8 I I I I 28 �JJ I I L — I Q O OWNERS/DEVELOPERS �I ; I I - - I 14 BLOCK 1 — LESLEY MOBILE ESTATES, LLC I I I I I 0 22 DBA ELM GROVE PARK, LLC I f 9 i I III I 27 I LEGEND 313 NORTH MAIN ST X - - V �•/ HAILEY, ID 83333 Lul- - I I PROPERTY LINE h' f I 13 I I I1 26 r EXISTING CONTOUR 25 W CIVIL ENGINEER I I I I u I I 23 IIII _I N EXISTING SEWER LINE SS ~� CORY SCHRACK I I I EXISTING WATER LINE W NASLAND ENGINEERING I I I I I Q 910 MAIN STREET STE, 314 11 i 12 I 24 i II°,I 25 EXISTING POWER LINE OHP BOISE, ID 83702 as�30.00' I - - - - - - - - - I - J - - PROPOSED CONTOUR 25 CORYS®NASLAND.COM97.11 - � - - - - N89°30 43 W 363.$1 PROPOSED STORM DRAIN LINE SD W 0 208-593-4677 L —o - - - - - - - - - - - - _ _ _ PROPOSED SEWER LINE S U LAND SURVEYOR �AT_BA� Y A FE v PROPOSED WATER LINE W 0 PROPOSED CLEANOUT O CODY M McCAMMON, PLS I I IDAHO SURVEY GROP, 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 o BE PERFORMED AND CONSTRUCTED IN q 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: 6/20/2024 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 SS�ONAL 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 06/20/2024 CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), BOISE PUBLIC WORKS OF SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. DEPARTMENT AND/OR ADA COUNTY HIGHWAY DISTRICT (ACHD) SUPPLEMENT TO THE C'�R� OAV, � 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: 6/20/2024 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 d TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE. INSULATED, SINGLE- 23 5/8 23 5/6 TOLL FREE: 1-800-726-1994 17727 CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS We vr"in its pUce PHONE: (559)562-9888 ,L El 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 FAX:(559)5624488 06/20/2024 a PIPE. DRILLED WELLS MAY USE 4" PIPE 1" Manhole Riser 1 1/2" Manhole Riser nds�lo ST O -I '•' 0 NONWOVEN FILTER FABRIC AROUND OPFNINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK www.ndspro.com qTE OF\0� no - _ 1 _ , 0 POLYPROPYLENE FIBER REINFORCEMENT AT 1 112 LBS/CY C + a AP = 13ACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY- 2B 1/.8 f 1 $ 26 1/8 1 1 & �R1' SCHRP�' " + USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 24 / 24 / NDS 12"SQUARE POLYOLEFIN 23 3/4vf 23 3/4 GRATE W!L}.V-INHIBITORS. $ 3 NOTES: 2 f 3 1/8 3 f 4I 1/8 SLOPE PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR STORM DRAINAGE FACILITIES } f 21 /8 N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS ¢ 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY AGHD 23 —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 m26 1/8 1 1/8 26 1/8 1 1/8 V -- �24 .24 11 m# }% �23 3/4 23 3/4 > z <' 7T W -`r 3 4 5� 1/8 5 i 6I 1/8 L } t W 6 SECTION CONCRETE COLLAR } 21 '/$ .� z1 7/s I ' W 01 j N.T.S. 23 5/8 23. 5/8 r^ Q. a ° SIDE VIEW SIDE VIEW vJ W DRILL 1 f8'WEEP HOLE TYPICAL OF 4 PLACES AT 4" Manhole Riser 5" Manhole Riser COMPACTED SOIL BTU CORNERS. 1 25 3/4 a"GRAVEL BASE 4"TO fi"DEEP BELOW NOS 12"SQUARE TAPERED POLYPROPYLENE V, v 26 --3/4 1/8 BASIN.TO PREVENT STANDING WATER.I 1 f8 3 4 CATCH BASIN W!U.V.INHIBITORS. 0 � b o -� 24 W r 23 3/4 2 2 7/8 SECTION 0 W } 7 1/8 t ' rn b 6 1 1/2 6 1 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 21 INSTALLATION TO BE COMPLETED IN ACCORDANCE NTH MANUFACTURER'S SPECIFICATIONS. Min. Weight 147 Ibs 23 5/8 S. DO NOT SCALE DRAWING. Q IN SECTION SIDE ME 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-z4-20,5 � U -EM O LOSE TOP 8G SIDES OF FOCK 5°4ND/GW_&SE TRAP (ISRWC SOD-624) OR WITH NON WOVEN SEOTEXTILE FABRIC 2 SEDIMENT MANHOLE CLSFWC 'S0-611) � 1-FT MIN 71'P �" MIN TYP 18' I H4JPE OR PVC 18' VIA. CORRUCATU) H DRE F INi ALLE10 YOH AM5ER-S/ PERFORATED PER 2' RINLC, 3s ENCLM 70P � 5TDB OF KO K QIR RV� PIPE PERFQTEp PER SHIP$ INSTALL 111Q1+El,l � $CFiEDULE C�EIiO55' C PER WITH NON WOVEN FILTER F'AWC i� O O O O 15�9ti+C SI}-$17 PE'RF,DE�lL'll�fhd SOHkp�ILE CaE07EXTIE.E TO SEPARATE S� �O '� � � O O (iyP TREES & SHRUE:S ANa DUN f7QOl{ NOTE ORE NOT PEilWTTED RYATIONI OPTIONAL STORIAWATER STORAGE - crlla .s. 0 O O O O O aC N TOP 6F SEEPAQF WELL CHAMBEE'S, SHAPE & SIZE ;r '•''• � ° � STORM 0[60ED VARY PER MMUF.ACTLIRER : : ': i8" O DRAIN O ELEV ICJ C I EE C01'E x; WUVEW �EOTexAILE 6ET1'1' 2 O O O O 00 O E:� BOTTOM BAFFLE NOTES '.'x. '• .' - r 1Y1�IPS JIND 2- DRON RD"V —12' M HDPE ®O O O O® Ew-� c� { ■ • • • • o " O • k a � o OVERLAP w N AND NON try -OR F'YO O O SEE • . • • • . 18 a s t a �'' ti'i 7eEN OEQTEXT14E A mll a 4F � � 7 STCI PERFATE� HONE 11 1-FT ON ALL SIDES � �'� PER bCHEEIUL E � q _ 09€ St 2' H'�l9HF?} D�A1N �re 2' wA5}+ED D#�+�N BELOW SEE CO ILK { TIPS +n ROr,K CHI _ F#OFE 11 NATiVEL ';•_ .:: .. •..: �" w :HEO VARIES-SEE 2" w�SHED ;,. ZRAiN R PLJ4N SHEETS DRrVH 1.5•-FT � .STFT FLAN p 5' '181- SOLI y N.T.S. Co ASTM C33 AS TM C33 T ASTM C 1 W WALL PIpE WITFt 1,5-FT 6 FILTER '3Af,ID F�LTEi� 5A+4G 4iI[}THI '�+AJ�IE'$ F7LtE� 1'-a- 4' OF r PIPE BEG'DING 5 FT PER P Ala 15' M,nx WIL7TIi {MIN,} N0 I QVM FILTER FAMG. OVER TRANSITION 5-F1 IN 1 � Gp faINMIJUfa of I-FT TOP AMID BED NON-PERF,7RATED £LEI+ATIbN OPTIONAL OF#AMBEI=R STANDARD SIDES ONLY TO PERFORATED PIPE SE-CTION SECTION A-A SECTION N.T.S. N.T.S. NT N.T.S. OBSERVAT10 1- E3MP 1-4 OR YnETATrD PRETREATWEw IS REcI IIREQ. WELL I E = WiDT-H I NE JOB #: 320-078.1 ?- NTp,,T DE N PROnSS14NAL POR SEEPAGE BED REDES" IF GROUNDWATER IS iEN NTEREU A & DATE: 6/20/2024 MAX H5I 1W ELEVAN)4 I . .3- ALL �,W,ILTS, MANHOLES, jk SAND OKASE TP, SK• L1 BE �5 GREA�TIER LOB YM 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•-e' 6, ALL GEOTEXTILIE SEAMS '.;Kkl Ovtft.AP i FOOT MINIWUM 7- Ek- PH ]_ EL 807FOM PER ORATIONS tN 18' PERF PPE f 8 I!y y NOTE: S. MAXIMUM BED LENGTH 1s 4DD-FT BETWEEN MANHOLES � A T8' P£RF PEE 12" PEW PIPE SECTION A--A A 9, BED Y1ICATI+ SH�4LL R'€M�IH QDNST,b,r,IF � 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 NOTES; ACRE STy�ET 4F G �1E0 PIPE. $ EA ON FOR SEEPAGE BEDS OUTSIDE PUBLIC RPG1-IT-OF-WAY, WIT1•IIIKI 'tiOEW,I`LK 1&", 8 EA ON 1.2" �1 #4 REBAR (2 EACH) SEE SECTIDN A-A). T. A MIMMUM 1.5-;FT G(V FFOM TO7P OF 6ED TO FINCH @RADE IS REOUkRED ya REBW3 AT 20' SPACING. 7 FOP SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: -.F � �3 1f8"-1/4' 1- A MiP*MUM 1.0T COVER FROM TOP OF BED' TO PAVEMENT SLMrvR SCARES. - ADE r5 REOLItRED � � 15ACKFBMILL OV51P B 1-0 SU1�i1?.4DE WTYNt 5'-e MrN 4LIS PITRLA4 I I RIM. --YwCNZI4 OEOTCXTILE FABRIC RE CORED OVER TOP OF 6ED 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.O-rT 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„ hlll�IF�UM 5'01 SIB TURW rACE IN PLACE OF 2' DRAIN Rc)QK. (�) FINISHED GRADE. 3_ Ft1LI. ROAVINAY AEQ=N IS nWIRED OV+EZ SEEPAGE BEDS• SEEP E BE#S SHAD NOT IE VENCI 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• BEP IS WAITED TO rA WITHIN �"Ffi OF CURT; F UN MR ROApWA� ; � 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-L11ItY (MAY'ROT ENC H ON PRVATE LOT IN AN MEMENT): 10 FRSI-LATEI) 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 SOR1d 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" CRUSHED AGGREGATE BASE 4 s" THICK CONCRETE 1 cat ^ 6' STANDARD CURB 1.75% / / \ AND GUTTER Me T / eLLI / S RUC SUBBASE / 20" D ° Z $� 4" OF 3/4" MINUS CRUSHED BASE V / STRUCTURAL // 14" / / / ! D. MATERIAL AS PER SECTION-800 CTURAL SUBBASE - - / // / // // / // o o zl EXTEND SUBGRADE & BASE 6" BEYOND CURB \ \ \ �EXISTING�SOIL SUBGRADE \ \ \ \ \ \ , \ \ \ 30' CROWN 5" THICK CONCRETE 12" 3 CUS TAPER (MIN.) 3" ROLLED CURB 1.75% t 0.25% AND NOTES: UTTER G 3• 1. REFER TO ISPWC SECTION-800 AND THE "GEOTECHNICAL INVESTIGATION NOTES: °'`� �SS`ONF� FNc, 1 FOR ELM GROVE COTTAGES" PREPARED BY ATLAS TECHNICAL 1. PER ACHD — COLLECTOR ROADWAY SHALL BE SP-3, 0.50—INCH ( ") Y c °.,, e D ° 4 ',ti:; ; c P " OF 34" 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 > / AND INSTALLATION RECOMMENDATIONS. q" BASE AND 20" OF 6" MINUS PIT RUN. D o o MATERIAL AS PER SECTION-800 17727 2. REFER TO ISPWC SECTION-800 AND THE "GEOTECHNICAL INVESTIGATION 1 3 o EXTEND SUBGRADE & BASE 06/20/2024 RESIDENTIAL ROADWAY DETAIL (PRIVATE) 1 FOR ELM GROVE COTTAGES" PREPARED BY ATLAS TECHNICAL , 6" BEYOND CURB S,TgTE�`OP�O NOT TO SCALE CONSULTANTS, LLC DATED JULY 7, 2021 FOR ADDITIONAL INFORMATION coo AND INSTALLATION RECOMMENDATIONS. 3 B SCN�P�� VARIES 12" 5" THICK CONCRETE � Guj COLLECTOR ROADWAY DETAIL (PUBLIC)9 D 5'-10' AND GUTTER MONOLITHIC POUR CONCRETE 6" STANDARD CURB NOT TO SCALE 1 PER SECTION-703. EXPANSION JOINT AT POINTS SURFACE REPAIR OF RADII TERMINAL.O3 © p:P (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE 3°-0°° PERSPECTIVE MATERIAL AS PER SECTION-800 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 _— , : .i. SAR10 12" s" THICK CONCRETE �—{ 3.� c�1 co 3" ROLLED CURB d AND GUTTER d FL ° ° ::..:_.. ...... . . \ \ d \ LEGEND: °D e.. a Q SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE \ \ \ \ O 6" OF 3/4" MINUS CRUSHED (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. v r� � 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. / 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. 1. REFER TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION p PAY LIMITS FOR VALLEY GUTTER. O DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" O (ACHD SUPPLEMENT) STANDARD DRAWING SD-708 FOR MINUS CRUSHED BASE. _ ADDITIONAL INFORMATION AND RECOMMENDATIONS. O C MODIFIEDVALLEY GUTTER-(: 2017 ACHD REVISION 2017 ACHD REVISION � IDAHO STANDARDS IDAHO STANDARDS V V FOR PUBLIC WORKS STANDARD DRAWING FOR PUBLIC WORKS CONCRETE N C R E TE STANDARD DRAWING (PRIVATE) 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 W O SURFACE SPAS NG OTHER AREAS, FT MAX AREAS, ' STANDARD CURB. _ -- -- ---- -4P 19 ( , CURB/EDGE RESTRAINT PAVEMENT/GRASS/MULCH 1 :1 ,¢ 1 =i �•/ A SURFACE OPTION r J, 4- TMCX CONCRETE O ` • N. OF 1/4' M1NU5 CRUSHM RASE SEE NOTE Cl' MATERIAL AS PER SECTION-800. fi $TANQAR'� CURB . 4" CURB BREAK @ 2' -SIDEWALK- RAMP SECTION AND curTER 12' ON CENTER, BACK SIDE ONLY +' lAIN. P� � W W + .y + .y .y .y c� W IVW W W BIORETENTION 6' W W W W SIDEWALK WAY BE NC -CONTINUOUS. SJDEWALA IS NON-CORTINUGUS. 3'x W W W W PLANTER � W W W •L •L r1 w W W w w w w w w w w w w 41 =SEE NOTE • 8" C900 PIPE �. 7' a' L 5" TMCP{ CONCRETE i ^•+. >' PER ISPWC SD-715A i2;v 12!1 i MI+" OF 3f4" H1J5 CRU5HFJ0 BA$€ *#4' RAgtUS Tl UATERIAL AS PER SECTI04-809, eh AND GUTCLaTERuRa � 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 VARIES mp, 12" 4' MJN. 12" s P CO NOT USED OPENING INLET '-10' 1 75'6 # 0.257 3,4 SD STORM DRAIN TRUNK LINE 8' STANDARD CURB_ 6" sTAFJT}ARa CURB. _ **THIS RADIUS MUST BE INCLUDED FOR t � � 3.1 RAMP TO 9E CONSTRUCTED CCME'CTI Y_ , TYPE "CS' TYPE "C4" ir THICK CIDNICRETE PLAN 15' RADIUS MINIMUM 15' RADIUS MINIMUM � SURFACE REPAIR L 2' 4F 3f4' fAINu5 OR115NEd BASE N.T.S. MATERIAL AS PER SECTION-M. L 6" STANDARD CURB WIDTH VARIES DOTES, AND GLITTER WITH DEPTH THIS TOPE OF RAWP MAY BE USE6 FOR LARGE C06IM RCIAL APPROACHES WHERE THE STANDARD CONCRETE APPROACH J5 NOT REDUIRED. THESE ALSO MAY 8E USED FOR ALLEY AND PPoyAFE StREET APPROAC►n WHET: VARfE$ 12 d' MIN. 12' A. THE SIDE 1WAlIS r5 NOT REOUIREq TO CONTINUE AROUND THE RA1]IUS �T3 B. A SECCNID RAMP IS NOT REGWRED TO MOVE PEDESTRIANS ACROSS THE PRIMARY STREET, #''1O' 1.75% # 0.25X �1ti OPTIONAL � NE JOB #: 320-078.1 OVERFLOW TO O - B CURB ON THE RADIUS MUST BE 6" STANDAM CURB FOR SHOM MWEHSIGN&STORM DRAIN 24 = x==- f} DATE: 6/20/2024 BIORETENTION CURB/EDGE RESTRAINT PER ISPWC ALL RAMP SURFACES MUST CONFORM TO ADA REQUIREMENT ..... DRAWN BY: KS NOT USED SD-701A, 4" CURB BREAK AT !�+ 5` THICK CONCRETE SOIL MEDIA THIS TYPE CIF CORNER MUST HAVE A SINGLE RAMP TURNED PARALLEL TO THE PRIMARY STREET. CHECKED BY: CS SIDEWALK @ 2' O.C. FOR DRAINAGE SURFACE REPAIR DEP 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 EXPECTED- 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 DEPTH MUST BE 7 FEET MEASUREDFRDM THE FACE THE CURB TB THE BACK OF THE APPROACH: NOTES. CONSTRUCTION THE 7 FOOT SIDE OF THE RAMP THROAT MUST BE PARALLEL WITH THE EYPECTED PATH OF 'HE PEDESTT2IAN 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 � LG'CATION GRADE AND WID1A TO BE ESTABLISHED OR APPROVED 6Y THE OWNER, EMBED MIN 1 1/2" 0� SLOPE ( STREET CLIRIK -BASE TO BE COMPAOTEb TO EXCEED 9S% OF STANDARD DENSITY. DRAWINGS COVER @ 1.5' B.C. (TYP) 4" OF 3q" MINUS THE RA►{P A1KG ylU$T 8E 6 FEET MEASURED AT THE CURB FAX FOR �' STaN4kRD 4 R& SLOPE SIDEWALK TOWARD tHB STREET NOT TO EXCEED 1.75% f 0.25% UNLESS OTHERWSE SPECIPIE:E] , EXTEND THE WNC AWAY FROM THE Reap IS ELIMINATED AND R£PL•AC-ED WTH A WING SUBSTITUTE THAT r5 4 INCHES RNGH AT THE EY THE DWNER. CRUSHED AGGREGATE, FACE OF THE STMOARD CURB AND 0 ZHES I-HGH AT THE BACK OF 141E RAhWP AND POURED MORLOUT1IICALLY WrH THE 0 0 0 0 0 0 0 0 0 0.5-FT BEHIND CURB (TYP) RAMP. p0 SCORE: At iN'IEFRVALS TO MATCH WIDTH DF WALK NDt TO EXCEM 5 FEET SPACING: IN 901H THE 8" PIPE TYP 30 MIL LINER ALL RAAP$ MUST HAVE A I,EINMUM 4 FOOT K 4 FOOT LANDR+O OFEHIN€I THEM FOR PEOESTRIAeiS. LONGITUDINAL AND TRANSWRSE 01REUCIN OP? SIDE'WAtK GREATER THAN 5 FEET IN WIDTH. 0 0 0 0 0 0 0 0 0 o MAX HSGW Q 1/2" TRANSVERSE PREFORMED BITUMINOIS JOINTS AT THE TERkINUS PLANTS FOR CURVE AND ?MERE 8" SOLID WALL SDR 35 PVC ELEVATION (D Aa CONCRETE A0,01NNG THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5 1Na4ES THICK 111TH 4 i1JCHES OF 3/4 5IOEWALK iS PLACED BETWEEN TWO PERMANENT FOUNDATIONS CP ADJACENT TO A STRUCTURE. INCH ADGKGATl BASE- PLACE T/Z' EXPANSION JOINT MATERIAL ALC G THE BACK OF WALK THE FULL LENGTH- 2 EA 45" BENDS (TYP) RAMP CROSS SLOPE TO BE t.75X f Q-2F?X � DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OWR 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 51pEWALX CCNSTRUCT10N JOINTS SHALL W CDN5TRUCTED APPKXIUATELY a" NEW- J" IN ❑EP114 AND BMP 31, SHT 2 OF 2 FINISHED AND EDGED WGUTH_ A PREFORMED EXPANSION JOINT FILLERSHALL BE PLACED EVERY 40' NOTES: N.T.S. FOR NEW S1DEWwALK CONSTRUCTION. 1. SEE NOTES ON BMP 30, SHEET 2 OF 3 ALL CONCRETE SHALL 8E CLASS 3000 PER 5ECTION-703 UNLr=SS NOtLD QTHERYA5E. 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 IDAHO STANDARDS PEDESTRIAN RAMP TYPE }' 'r STANDARJ) DRAWING IDAHO STAN[)ARJ)S CONCRETE STANDARD DRAWING ACHD SGIDELIINES°RMWATER DESIGN BMP 31 F CONSTRUCTIONOR PUBLIC FOR NEW DEVELOPMENT Na. FOR PUBLIC WORKS SIDEWALK NO. D S D— 1 2 CONSTRUCTION SHEET 1 OF 2 7 PART NUMBER DESCRIPTION 5 ITEM NO. ATLAS-S-GALV-03-PIPING-FM MAIN PIPING, VALVES, QTY. in FITTINGS v E 'c 1 GAGV-02-CP-RNF-E-G COUPLING, GROOVED, GALV 2 00 C o+-p a 2 GAGV-03-CP-RNF-E-G COUPLING, GROOVED, GALV 6 0 M V N � 3 GV-FLANGE-03 FLANGE, GROOVED, 2-3/4" LG 1 1.- 10 STAND, SUBMERSIBLE PUMP, 4 PFP-GALV-03-TSS-03 FLANGED, 24" H 1 = . o 3 SPOOL, GALV, ATLAS-S, PRE- tAc 11 5 PFS-GALV-03-S-SP-PF-01 FILTER, W/PIPE STAND 1 fN o V CONNECTION (� C 4 ATLAS, GALV, QM v M �— INTAKE/DISCHARGE SPOOL 3 ° 9 a SPOOL, GALV, ATLAS, 3" z $� a 7 PFS-GALV-03-S-SP-PD-02 FLOW METER INTAKE 1 (W/VANES) $ a 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 VERTICAL CW SCREEN SPOOL, GALV, ATLAS, 3" 1 10 PFS-GALV-03-S-SP-PD-03 FLOW METER DISCHARGE 1 0 0 � 6 ELBOW WITH VANES 11 GV-BFV-N-03 VALVE, BUTTERFLY, GROOVE, 1 LEVER O��SS�ONAL Fiyc��F ITEM NO. PART NUMBER DESCRIPTION QTY. SENSORS/ANCILLARY ATLAS-S-ANCILLARY 1 PARTS 7727 NOTE: ALL ELBOWS USE DUCCO SHORT RADIUS 20 PS PRESSURE TANK KIT TANK, PRESSURE 1 06/20/2024 2GL[NOVA] 0 21 PRESSURE GAUGE 2 CSTgTE OF\10 CRY SCHRP�' 29 28 23 21 30 22 22 PX3234 PRESSURE TRANSDUCER 1 23 PK6224 HIGH PRESSURE SWITCH 1 24 646R04-3/4 HOSE BIB 1 ® ® 25 FLOAT SWITCH CAP LEVEL SENSOR/FLOAT SWITCH CAP 1 O O C 26 PS CW VALVE ASSY 1" VALVE, LAKE SCREEN SUPPLY 1 z 26 27 NSF-PRV-WATTS-0.75 VALVE, PRESSURE RELIEF 1 O OO 28 1403A VALVE, CHECK, SILENT 1 O 0O 29 FV-4M1 '/2 VALVE,AIR RELIEF, FV-4 1 30 522-0060 PRESSURE DIFFERENTIAL GAUGE & 1 > SWITCH 27 C 0 MATERIAL TITLE: SUBMERSIBLE TURBINE PUMP �^ Piping:STEEL A53,GALVANIZED v 1 Skid:STEEL A36,GALVANIZED STATION PP UNLESS OTHERWISE SPECIFIED: PROJECT: ATLAS - S SERIES U V v l 1 DIMENSIONS ARE IN INCHES cr/ PRECISION PUMPING SYSTEMS TOLERANCES: LEVEL: OO/o Build W O 20 25 24 FRACTIONAL: ±1/8" 6515 BUSINESS WAY ONE PLACE DECIMAL:±.10 BOISE,IDAHO 83716 TWO PLACE DECIMAL:±.05 SALESMAN: PART NO: 1 S-3-NJ-XX-V2-FM-AL-N P Q 208-323-5300 DO NOT SCALE DRAWING Aom� WWW.gopps.us UL DRAWN: ACL DATE: 12/15/2023 JOB: SIZE: B I SCALE: NTS I SHEET:2 OF 2 REV B Q Z Qp ITEM NO. DESCRIPTION SIZE QTY. o 1 CONTROL PANEL 1 v �v ENCLOSURE, MARINE GRADE ALUMINUM 48"x33"x " WET WELL COVER PLATE 2 32 W/INSULATION 1 16 3 FILTER,VAF200 3" 1 13 18 Q 48"WET WELL 4 FLOW METER, BADGER 3" 1 BY OTHERS 5 HIGH PRESSURE SWITCH 1/4" 1 U) 1-1/2"FILTER FLUSH } 6 LEVEL SENSOR/FLOAT SWITCH CAP 1 z 38 1"CW SCREEN SUPPLY 7 SWITCH PRESSURE DIFFERENTIAL GAUGE& 0-15 PSI 1 z " � CONNECTION O 8 PRESSURE TRANSDUCER 1/4" 1 9 PRESSURE GAUGE 2-1/2" 1 ( , 21 10 PRESSURE GAUGE 2-1/2" 1 O �•/ 11 PUMP, SUBMERSIBLE 1 12 SKID, BENT 48x33 1 3"CONNECTION 13 SUMP-COVER,ATLAS SUBMERSIBLE 48"X 14" 1 14 TANK, PRESSURE 2 GAL 1 15 UTILITY HEATER(OPTIONAL) 50OW 1 16 VALVE,AIR RELIEF, FV-4 1/2" 1 17 VALVE, BUTTERFLY, GROOVE, LEVER 3" 1 U 1"BLOWOUT 18 VALVE, CHECK, SILENT 3" 1 Z 15 1 19 VALVE, LAKE SCREEN SUPPLY V. 1 Qq < PLAN VIEW 11 20 VALVE, SOLENOID(LAKE SCREEN SUPPLY) 1-1/2" 1 Q _J 21 IVALVE, PRESSURE RELIEF 3/4" 1 _jU C', 00 18 W LLJ 5 Q Z Lli 9 7 0 8 10 O 2 DUTY PUMP ° to o ° 361 e e z ® 0 19 I� 12 14 3 6 4 NE JOB #: 320-078.1 17 20 DATE: 6/20/2024 c o DRAWN BY: KS O ©m CHECKED BY: CS B ADDED HALF COUPLER TO FILTER DISCHARGE SPOOL,MOVED LAKE 12/6/2023 ACL oilSCREEN SUPPLY VALVE AND PRESSURE TANK,4 DOOR ENCLOSURE A Improved drawing clarity,fixed ballon callout 4/3/2023 TJM REV. DESCRIPTION DATE APVD REVISIONS CONSTRUCTION MATERIAL TITLE: SUBMERSIBLE TURBINE PUMP "`^^``/\\� Piping:STEEL A53,GALVANIZED DRAWINGS FRONT VIEW SIDE VIEW Skid:STEEL A36,GALVANIZED STATION itPPUNLESS OTHERWISE SPECIFIED: PROJECT: ATLAS - S SERIES 1 DIMENSIONS ARE IN INCHES p� PRECISION PUMPING SYSTEMS TOLERANCES: LEVEL: OO/o Build FRACTIONAL: ±1/8" 6515 BUSINESS WAY ONE PLACE DECIMAL:±.10 BOISE,IDAHO 83716 TWO PLACE DECIMAL:±.05 SALESMAN: PART NO: ]S-3-NJ-XX-V2-FM-AL-N P 208-323-5300w. I 1 DO NOT SCALE DRAWING � wwgopps.us uL DRAWN: ACL DATE: 12/15/2023 JOB: SIZE: n SCALE: NTS I SHEET: 1 OF 2 1 REV B Mn COA DETAILS L c v E 'c ao u m CONSTRUCTION NOTES N 260 PROPOSED 2600 INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-701. ~ �, 1.26! TOP OF CURB PROPOSED 259s O2 INSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-708. 1.48� _ DRIVEWAY APPROACH 598 O3 INSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL TO THE ISPWC SD-709. mN v° z59� ® INSTALL CONCRETE DRIVEWY APPROACH PER ACHD SUPLIMENTAL TO THE ISPWC SD-710C. (/� �M s CONNECT TO 259s O5 INSTALL PEDESTRIAN RAMP TYPE "A" FOR NEW DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER ISPWC 3 EXISTING WATER PROP FINISHED SURFACE EX SURFACE SD-712A AND ACHD SUPPLIMENT TO THE ISPWC SD-712. Z S" w MAIN = 1 0.30% 2595 © INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET CO.3 FOR 2594 COLLECTOR ROADWAYS. CONNECT TO EXISTING WATER MAIN 2593 OINSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET CO.3 FOR 8" PVC WATER MAIN 592 RESIDENTAIL ROADWAYS. ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. CONTRACTOR SHALL POTHOLE TO VERIFY PIPE �? 24" IRRIGATION 2591 TYPE, SIZE,HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT 259 CROSSING "' 2590 THE CITY PROJECT ENGINEER TO OBSERVE THE CONNECTION. EXISTING 18" 2589 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS PER ISPWC SD-403 AND SD-406. 6" FIRE SERVICE TO HYDRANT CROSS NON 588 S TONAL 11 EXISTING FIRE HYDRANT TO BE RELOCATED. S N 587 12 INSTALL STANDARD IRRIGATION BOX PER ACHD SUPLIMENTAL TO THE ISPWC SD-619. CONTRACTOR TO VERIFY 588 EXISTING PIPE TYPE, SIZE, HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 258 2585 13 INSTALL GRAVITY IRRIGATION PIPE AND BACKFILL PER ISPWC SD-301. REFER TO GRAVITY IRRIGATION DATA 17727 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 TABLE THIS SHEET FOR ADDITIONAL INFORMATION. 06/20/2024 17 INSTALL 5' CURB TERMINUS TRANSITION PER ISPWC SD-707. STgTE OF\10 19 SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301, ISPWC/ACHD SD-303 AND ISPWC/ACHD c�Rl" SCR, SD-806. NEW PAVEMENT TO MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT CONDITIONS, 3RD STREET PROFILE WHICHEVER IS GREATER. HORZ SCALE: 1" = 20' 39 INSTALL WATER MAIN AND BACKFILL PER ISPWC SD-301. REFER TO WATER DATA TABLE ON SHEET 3.2 FOR VERT SCALE: 1" = 4' ADDITIONAL INFORMATION. 40 INSTALL GRAVITY IRRIGATION PIPE AND BACKFILL PER ISPWC SD-301 REFERT TO GRAVITY IRRIGATION TABLE ON SHEET 4.0 FOR ADDITIONAL INFORMATION 41 INSTALL STORM DRAIN LINE AND BACKFILL PER ISPWC SD-301 REFER TO STROM DRAIN DATA TABLE ON O T 2598.33TC 2594.19TC SHEET 4.0 FOR ADDITIONAL INFORMATION. 2598.08FS 1420 NE 2 AND A HALF ST 303 E GRUBER AVE 2593.94FS �^ 2598.25TC 276 E BADLEY AVE ROXANNE BEACH 2595.06FSI�� 44 INSTALL BIORETENTION PLANTER PER ACHD BMP 31. REFER TO BIORETENTION PLANTER TABLE ON SHEET 4.0 VJ W JOHN HERMAN PIERCE REVOCABLE 2598.00FS MATCH EXISTING R1366010065 2594.97FS W 2237 FOR SPECIFIC INFORMATION ON PLANTERS. REFER TO SHEET C0.3 FOR ADDITIONAL INFORMATION. s R1366010070 GRADE AT PRIVATE 2595.19TC 2593.59 > R1366010065 2594� 7� 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 X 3 N 3 2594.19FS Q Z II 'R/W +T-R/W 2595.50TC I �> 48 INSTALL MUTCD R1-1 "STOP" SIGN ON TYPE E-1 POST PER ISPWC SD-1130. 2597.80TC 2596.26FS ° N/ ° 2595.66FS- W W ° °_x p ° ° �p 2595.17FS ° 5 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 m `o 0 2 .32FS ° ° 2598.09FS� ° ° ° e e ° cn ° °° 2596.89FS° ° 2596.44FS 2596.19FS t2595.45FS1,44 2595.62TC ° N 55 INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLIMENT TO THE ISPWC SD-702. p ° ° ° ° p ° 2595.59F ° ° ° Q 2597.97TC 2598.26TC , `•' .'•`. .2597.30FS 2597.22TC 2596.79TC. ° 2545.44FS .'2596.05TC I 19 m 2597.47FS 2597.76FS'. '.'<` °p '.'<'<'.'<` '<'.'.` 2595.69FS 20' 2594.31 FS r , 2597.61FS ° ° t' .` ' ' `. 44 v W 5 2597.67FS `v E W 2 � 1 1 2596.27TC 4 t2595.87TC 2 /2594.36FS W r O s 2S9S =' 2S9) 4 2595.77FS�2S9 2595.37FS 1 4 S9S 5 2594.47FS EXISTING GRAVITY N 10 13 - _ _ 0 W 2598.18FS 2598.17FS 39 + 6 - 6 -�_ 12 00 6 6 - 39 _�-2595.19TC 1 - 8 10 IRRIGATION LINE 0 2598.11 FS 2594.69FS 2594.61 FS 4( 2594.32TC z 5 2597.83TC W 1 4 W W 2594.58FS 8 10 2597.83TC 2597.50FS W 2596.05TC W =�[ 1 4 5 2595.02TC 55 (2594.00FS) 12597.50FS w 2597.15TC O 2597.83TC 2594.52FS t t ,EXISTING RO* ` 2596.82l- 2596.77TC 2595.94TC ° 2595.22TC O - 2597�50FS 2597.83FS F •,F. t °p F ,f, 2597.32FS 2596.79TC` '2596.12FS 2505.62TC'• 2594.72FS r .` .` NO 90 2595.98FS �, 3 - 2596.46FS t o, . 11 ; 2595.04FS v v 2597.43FS 2597.90FS - - 2595.97TC -`n cd p Cn �' A s -2596.64FS- -2596.59FS- e A - ° - �- - °p ° 2594.70FS - - 2597.40FS - cn-R/W- ° 2595.64FS cn. ° rn i 2594.92TC IRR44 - - R W 44 + 2594.79FS -2594.59FS 19 3 2S 2596.17FS 2596.07FS 2595.14FS 54 - W o p - - 40 98- PROPOSED ROW - 40 ° - 3 J l0 5 40 3 2595 66TC Q- 5 2597.84TC ?59s 2595.22TC 48 O 2597.31 FS i 1 SIDEWALK EASEMENT ° 3 2595.31 FS N 17 2594.72FS 2595.15FS '1 CONNECT TO Q 12 595.20RIM I EXISTING _2599 - - - o - - - 2598 2590.691E SIDEWALK, CURB z p N� 2595.10FS 7 2595.19FS AND GUTTER O I I I P 41 O 3RD STREET SCALE: 1"=20' TREES AND EXISTING ROW PLANTING PER STO Pi LANDSCAPE PLAN R/W R/W 37 29' ' A 1 1 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 AGGREGATE BASE 4 OF " MINUS CRUSHED 4 4 MINUS 4" OF AGGREGATE BASE COMPACTED CRUSHED STANDARD 6" CURB NE JOB #: 320-078.1 STANDARD 6" CURB AGGREGATE BASE TYPE 1 & GUTTER DATE: 6/20/2024 & 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 X-I clo 20 0 20 40 60 80 ROADWAY PLAN AND PROFILE SCALE 1" = 20' L 0) u m 604 a, ~ H (nNNN ~ ~ -OHQO Q NH 0 %O ~ 0 L 0 LC) O o N J � O � m O O+ ^ 0) U 06U O 7 p U-) _ H U ~ ( � o ~ � o � rn � � f + + 04 O r) Of 0 MATCH Lo + 00 - O 00 soi+ EXISTING 0') ao FINISHED SURFACE PROPOSED _+ o + + +co co 75 c _04 vr "� N PO � `� N 00 `- rna`° Q TOP OF CR - rn AT CENTERLINE TOP OF CURB- ro o O CURB m - I� H � O �Z60 nN cnN ln nN nN rn_aa Cp nN � ,n ul F_ n rn 5ss IN NN NN NN NN Q � Lo_HU)� L ln QO r00 Ln , to N_cn 04M N TOP OF CURB cn N F- � M o (n N N N 598 3 N 597 Z $� w 34 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 Q�p ✓ ��� BADLEY AVE PROFILE 17727 HORZ SCALE: 1" = 20' VERT SCALE: 1" = 4' 06/20/202�4 1 I I I LJyU.VV 9351 ooR�E HR _' ° c M5.93 2382 2597. TC2595.67 N2�1 I 5 2597.33 FS 48 24 2597.37 FS ° 25ss-2596.60 FS 25S48 24'- 2596.80 TC soM zli 2597.32 FS 2597.66 FS - 41 2597.80 T4 C - ° 2597.93 FS� R/W 5 2597.56 TC 5 R�W 3 - - - - - R/W_ 5 - - 2596.50 FS 2597.30 FS 2597.46 FS G 3 2597.06 FS 3 3 R/W 1 ° ° 259- 88 TC a - SD SD 41 S 2597.38 FS,- ui, ° - ° - ° c ° S a - ° ° ° ° �n �, - �- ° °a a a a cn-2597.03 FS ° z -� _ _ - �4- 2596.93 FS v TOET �- -�2597.90 1 2 2596.72 TCCBN LIP 0 22597.71 FS o 2597.28 TC 1 2596.92 TC 2596.57 FS 2596.82 FS_ ss.2o y 19 2597.22 FS 2597.07 FS 1 g 2596.42 FL 2 2596.22 FL � 2596.78 FL ♦^ z 2597.91 TC \ 2597.56 TC 2597.00 FS 259� 19 10+00 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 \ o w o w 2597.26 FS - - - - - - � 14 85 co c - U BADLEY AVE w I I- w (D -t 0 Z (n w 19 I I z = 2596.13TG m c J < 0 (2593.021E) 92E w W W CE co I =!597 Fz V w Cn U w z w r 0 z �S O w O 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 31 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' SD-709. z I PROJECT SITE h I 20.0 20.0 I J ( INSTALL PEDESTRIAN RAMP TYPE A FOR NEW DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER ISPWC SD-712A AND ACHD q I 5' 5' 2' 18' I 18' 1 2 5' 5' SUPPLIMENT TO THE ISPWC SD-712. CO 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 LANDSCAPE BUFFER CONDITIONS, WHICHEVER IS GREATER. o 3" SP-3 4" 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: 6/20/2024 DRAWN BY: KS TYPICAL ROAD SECTION: E BADLEY AVE. CHECKED BY: CS (60' RIGHT-OF-WAY) NOT TO SCALE CONSTRUCTION DRAWINGS cil ROADWAY PLAN 20 0 20 40 60 80 AND PROFILE SCALE 1" = 20' X CONSTRUCTION NOTES L 0 � E MATCH EXISTING ROADWAY-,,,,. 70 INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET C0.3 FOR RESIDENTAIL ROADWAYS. _ 35 INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. I.- r J 36 cn INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 AND DETAIL ON SHEET CO.3. REFER TO WIDENING DETAIL FOR PEDESTIRAN CROSSINGS. o 2595.10EG 37 INSTALL 6"VERTICAL CURB (NO GUTTER) PER ISPWC SD-701 A. sN x - X 1 38 INSTALL 6" ASPHALT BERM. ,�a CM C R x �� x 43 INSTALL DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC 3 N E G R - E SD-712. $� w 38 v 2596.73TG 38 38 o, 2594.83FS 2596.16FS 2595.89FS 2595.64FS o, 0 e,. 10.0' 10.0' 2595.75 EXISTING MOBILE \ HOME PARK TRAVEL LANE PROJECT SITE PROPOSED 6" 2.0% S\ONAL F N 7 7 ASPHALT BERM - -ram �S �c,,,✓F�� 2595.23FS N r 17727 2597.13FS 2596.56FS 2596.28FS 2596.04FS 2.5 SP-3 MIX AND 2596.15FS PG-64-28 PAVEMENT 14" OF 6" MINUS UNCRUSHED 06/20/2024 GB 4" OF 4" MINUS AGGREGATE SUBBASE STgTE CF\pP�`p n/ COMPACTED CRUSHED W v v AGGREGATE BASE TYPE 1 o f 2598.27FS 2598.45FS 2598.10FS LP 2597.65FS 2598.36FS TYPICAL PRIVATE DRIVE LANE ROAD SECTION 5.0% GB 225% 2598.51 FS (20' WIDE) z 2597.85FS NOT TO SCALE 0 y � 2597.521G VJ 5 209 LOT: 18 > LOT: 2 sg 2598.51 GE 7 Q W z a3 W 2598.99FF 2598.45GF 2598.66GF 2s 3 2599.06FF ti6 1.0% 2598.73GF hr n' y 2593 d 2598.60TC 2598.40FS rr^^ VJ co --1 N 2598.10FS W r 0 0) 1 �2598.25FS 2598.91 TC cV A-1T, T 2598.41 FS LOT: 17 0 W 2598.51 GE '� 2599.05FF rf)2598.3 2598.35FS d 2598.72GF V) z O Z N O 00m 6 o Z LOTS 3 7 � = w U U � O 2598.59GF w O � a = W r Q 2599.16FF 36 3 U 2598.83GF 4.2% a 1.8% 2598.96TC Q w0 2598.46FS Q U) W LL 2598.68TC 2598.96TC z z � z 2598.39FS 2598.18FS 2598.46FS 0 0 LOT: 4 LOT 16 U 2598.60GF �2599.15FF 0 0 2599.13FF 2598.59GF 2598.82GF � 0 2598.80GF W � 7 1.0% 1.0% Lq 0 I 2598.43FS HE 2598.091`5 3 pq O 3.3% 1.5% FGB 2599.01 TC 2598.51 FS 2598.48FS 2598.96FL 2598.74TC 2595 2598.24FS 2599.02TC Q � LOTS 5 L j 2598.52FS LOT: 1 0 2599.21 FF 2598.88GF 2598.67GFg Ig 7 W� z a EFER TO SHEET 4.0 1.0% ST�ORMWA� TER J INS FORMATIONI\ O� 0) �, 7 LID 36 D D 35 43 N 43 5 NE JOB #: 320-078.1 FS DATE: 6/20/2024 2598.87FS 2598.45 2598.13FS 2598.64FS O O DRAWN BY: KS a b� 2598.87FS 2597.80FS H K Y: a a 2597.75TG oa000 v v 2598.08FS a v 2598.49FS 2598.66FS- A n O a < 4 � a CONSTRUCTION I d Al 1 d -5%° LP 2597.88FS I d 2.7% id O DRAWINGS MATCH LINE SHEET C2.2 C2.0 GRADING PLAN 10 0 10 20 30 40 SCALE 1" = 10' MATCH EXISTING ROADWAY CONSTRUCTION NOTES L a s c 06 OINSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET CO.3 FOR RESIDENTAIL rn'a a F ROADWAYS. 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 CO.3. REFER TO WIDENING DETAIL FOR 8 V� J� PEDESTIRAN CROSSINGS. 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LOTS 2OINSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO m ° «� V N THE ISPWC SD-708. 130 c 3OINSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL Go v 2599.41 FIE 2598.84GF 7 `� d m *- 2599.08GF TO THE ISPWC SD-709. 3 a •5 Z � - w 5OINSTALL PEDESTRIAN RAMP TYPE "A" FOR NEW �� _> ° DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER P I ISPWC SD-712A AND ACHD SUPPLIMENT TO THE ISPWC 1.0% 36 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 �o SS\O FN�FF 2599. 41 F DETAIL FOR PEDESTIRAN CROSSINGS. 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I:-=- 5 �� C 3 5 d 3 � d ° d GB 2 oeoe _ oeoe � voeo 1 W o d d q G , o °oeo -.-. - -� a a d a Li o BADLEY AVE z 0 REFER TO SHEET C1.1 FOR NE JOB #: 320-078.1 ROADWAY INFORMATION DRAWN BY: 6/20/2024 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 oM q J H C 01 2 ° CONSTRUCTION NOTES = s9s O1 INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO v 259¢ d THE ISPWC SD-701. .SaoM J, 2s93 LOTS 30 2OINSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC m7 �9 ° SD-708. Z ;= w 2598.85GF 2599.39FF 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. N1S1 35 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 1.6� 2% SHEET C0.3. REFER TO WIDENING DETAIL FOR PEDESTIRAN CROSSINGS. Q�o��, LOT: 24 G B HE 2598.68FS a 17727 LOTS 29 ` �O � 06/20/202�4 2599.48FF 2598.93GF Lq o 2598.98GF 2599.55FF TgTE���P 2599.15GF Ry P 36 2599.22GF SCR, T r 7 a L0 ® z 0 ° LOT: 28 [_n 2598.83FS 2598.85FS V J (f� 2598.98GF 2599.55FF 2599.22GF LOT: 25 0 z zN a ° m W 2599.60FF 2599.05GF d J V 2599.27GF . . . IIVL ° d U) U 2598.81 FS 2598.83FS 4 w T O cj) ° \Z V Q d LOT: 27 Q m z LOT: 26 2599.06GF 2599.61 FF Q O2599.28GF � a - d 2599.60FF 2599.05GF 36 N O 2599.27GF a CL U U dLo 2598.16TG d N LP 2598.28FS 4 W 2599.06FS ° 5% GB � 5% Q 2599.0 5FS 2598.30FS-2598.30FS ° 2596- Q z z 5 a w O 3 259g 5 2596.56FS 5 3 d S D S?D GB 2 U d ° �F2596.50FS .. C O 1 a d ° ° d d 1 d d d a d d ° a - WVA BADLEY AVE 59 _ REFER TO SHEET C1.1 FOR q ROADWAY INFORMATION 0 0 NE JOB #: 320-078.1 DATE: 6/20/2024 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 a 0- _ -0 f C to # 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 c0 0 o = o Qo � Qo + oN 603 L1 335.72 SO° 00 01.08 W 8" PVC TYPE C900 (DR 18) 0 - 8m .: V O o + o + + � + in + a0 : L2 * 298.41 S89° 32 11.34E L2 133.02 NO* 26 02.18E 0.4% 8 PVC TYPE SDR 35 >;o O `n N N � N N rO N + 8 PVC TYPE C900 (DR 18) � �M O N + < 00 Q N h7 2601 > > n , , " „ ,Cow y 260 can - -It ~ `n ~ `� O Q � Q rn Q rn - L3 302.56 NO° 28 05.12E L3 12.10 N89° 32 39.92 W 2.0% 4 PVC TYPE SDR 35 �Q 000 U7N cnN 0' � �n - c~nN NN oQ - 2600 $" w x < 'n 0_ N N L4 24.48' S89° 37' 19.59"E L4 21.80' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 z w F Q rn 0_ cn 25ss 1 PVC SCH 80 N N R/W 2598 L5 18.50' 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 PROP FINISHED SURFACE Q >, 2ss� L6 22.9 ' S89° 32' 372"E 2.0� 6 STORM DRAIN LINE EX SURFACE L6 18.51 N89° 32 30.80 W 1 PVC SCH 80 4 .4 0 4" PVC TYPE SDR 35 2596 L7 24.44' S89° 31' 58.22"E 1" PVC SCH 80 L7 21.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 2595 EX WATER MAIN o L8 18.56' N89° 29' 07.69"W L8 11.97' N89° 32' 36.95"W 2.0% 4" PVC TYPE SDR 35 VERIFY LOCATION 8" PVC WATER MAIN - 8" PVC WATER MAIN 2ssa 1 PVC SCH 80 593 L9 18.49 N89° 44 50.80W 1" PVC SCH 80 L9 21.96 N89° 32 37.42W 2.0% 4" PVC TYPE SDR 35 �SS\gNAL EN�� 0 592 L10 5.01' S89° 32' 03.31"E L10 23.19' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 F ABANDONED DRAINAGE DITCH o 1 PVC SCH 80 EX SEWER MAIN d PROPOSED SEWER MAIN 591 259 VERIFY LOCATION REFER TO SHEET C3.1 2590 L11 18.49' N89° 39' 07.45"W 1" PVC SCH 80 L11 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 17727 8" PVC ^- 133.01 ® 0.6% 5e9 L12 18.49' N89° 24' 44.13"W 1" PVC SCH 80 L12 22.21' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 8" PVC N 200.00 0 0.4% L1 - 06/20/2024 2589.531E OUT 5sa L13 5.00' S89° 54' 10.59"E 1" PVC SCH 80 L13 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 `rTgTE pF\13 2588.701E IN N SCN�P�� 2587.811E IN '2588.701E 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 L14 302.88 NO* 33 30.63E 8" PVC TYPE C900 (DR 18 CONTINUATION L15 16.48' N89° 30' 46.99"W 1" PVC SCH 80 L15 22.24' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 258 - - - - - 2585 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 L16 5.56' S89° 31' 43.00"E 1" PVC SCH 80 L16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 SEWER AND WATER PROFILE L17 18.39' N89° 35' 39.67"W 1" PVC SCH 80 L17 22.28' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 z SEWER LINE A L18 5.61' S89° 26' 29.37"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 HORZ SCALE: 1" = 20' L19 5.69 N89° 46 49.56E 1 PVC SCH 80 �^ VJ ♦^ VERT SCALE: 1" = 4' L20 5.77' S89° 31' 43.00"E 1" PVC SCH 80 L20 138.39' NO* 27' 24.67"E 0.6% g" PVC TYPE SDR 35 �,J J L21 18.16' N89° 38' 24.52"W 1" PVC SCH 80 L21 19.95' S89° 32' 39.73"E 2.0% 4" PVC TYPE SDR 35 '� MATCHLINE� SEE SHEET 3.0 L22 5.85' S89° 31' 43.00"E 1" PVC SCH 80 L22 14.08' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 Q z L23 5.89 S89° 27 12.93E 1" PVC SCH 80 L23 14.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 w - I PI I L24 18.11' N89° 31' 03.41"W 1" PVC SCH 80 L24 20.42' S89° 32' 38.36"E 2.0% 4" PVC TYPE SDR 35 O O FL Q p L25 12.45' N89° 51' 00.45"E 6" PVC TYPE C900 (DR 18 L25 19.95' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 r 1 _ I v 19 2598 L26 13.94' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 cn w T O ° � W P ° ° ° 2's9 W * INDICATES LINE THROUGH MATCHLINE L27 14.54' S89° 32' 38.08"E 2.0% 4" PVC TYPE SDR 35 V W o W ° REFER TO L28 15.07' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 SHEET 4.0 FOR CONSTRUCTION NOTES L29 13.67' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 Z'6-- ° C o STORMWATER + Q ° INFORMATION iI ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. Q ° I 90 - 0 - CONTRACTOR SHALL POTHOLE TO VERIFY PIPE TYPE, L30 39.47' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 28 0 2598 N SIZE,HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CITY PROJECT L31 14.67' N89° 32' 38.61"W 2.0% 4" PVC TYPE SDR 35 O CL W °pl �O r ,ENGINEER TO OBSERVE THE CONNECTION. L32 13.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 �•/ v Q I ° I O INSTALL WATER MAIN AND BACKFILL PER ISPWC SD-301. REFER TO D o0 o I �O O I WATER DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. L33 39.47' S89° 32' 37.09"E 2.0% 4" PVC TYPE SDR 35 W 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS Ir W I° I O Cn O PER ISPWC SD-403 AND SD-406. L34 39.48' S89° 32' 17.50"E 2.0% 4" PVC TYPE SDR 35 Q REFER TO SHEET 4.0 FOR r^ STORM WATER INFORMATION LOT 21 I 19 SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301, L35 13.48' N89° 32' 56.30"W 2.0% 14" PVC TYPE SDR 35 Q VJ m I J ISPWC/ACHD SD-303 AND ISPWC/ACHD SD-806. NEW PAVEMENT z LOT. 26 LOTS 25 LOT 24 I LOT- 23 LOT- 22 TO MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT * INDICATES LINE THROUGH MATCHLINE f I LOT.1 CONDITIONS, WHICHEVER IS GREATER. W O ® I2594.49BP 2594.67BP I 20 INSTALL 3/4,> SINGLE WATER SERVICE METER PER CITY OF r 1 2588.87TP 2589.01 TIP 30 JOINT UTILITY EASEMENT MERIDIAN STANDARD DRAWING W1 AND W2. REFER TO PLUMBING \ mil 12588.211E 21 28 20 28 2588.341E �_ 23 I 2594.39BP 2590.301E ROP SS MH 3 I PLANS FOR CONNECTION DETAILS. O 2589.051E 2589.191E 2590.031 E 2589.291E 21 28 2589.88TP 21 INSTALL 3/4" DOUBLE WATER METER PER CITY OF MERIDAIN = - - PROP SSMH-2 - - 25 26 2589.211E 20 28 I STANDARD DRAWING W1 AND W3. REFER TO PLUMBING PLANS FOR - 2590.201E - 9 CONNECTION DETAILS. 22 27 23 19 ° °c� L5 25 26 L8 25 26 23 24 SEWER LINE A 23 22 CONNECT TO EXISTING SEWER SYSTEM. CONTRACTOR SHALL 1 L3 25 26 1 14 00 L1 12 1 1 2�26 13 I L2 15 SIZE,POTHOLE TO VERIFY PIPE TYPE, HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE 8 101 I III 24 9 ° L21 9 I 10 2594.47BP 1 1 9 24 57 I RESPONSIBLE FOR ANY SHORING, TRENCH PLATING AND TRAFFIC J L4 L6 L7 Lg L11 2590.34TP 1 1 I CONTROL NECESSARY FOR INSTALATION OF SEWER. CONTRACTOR X SSMH-1 19 11° 25 26 25 26 25 26 14 25 26 2590.011E 25 26 25 26 TO FURNISH BYPASS PUMPING PLAN FOR REVIEW AND APROVAL BY 2594.55BP 2594.83BP 2594.42BP CITY PROJECT ENGINEER. 2589.40TP _ 2 2589.61 TP 2590.06TP 2589.281E - 20 2589.731E 18 - - - 23 INSTALL SEWER MAIN AND BACKFILL PER ISPWC SD-301, REFER TO �j o 2589.061E 21 28 2 2589.481E 1 - 20 28 16 SEWER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. 11 2589.911E 2590.221E 2128 2594.25BP o 2589.271E 2594.83BP 2594.76BP 2128 19 2594.431E 2594.37BP �l 20 28 2590.69TP X� 24 INSTALL TYPE A SEWER MANHOLE WITH CONCRETE COLLAR PER 2589.52TP 2128 2590.57TP 2589.83TP 1� 2590.19TP 2590.351E ISPWC SD-501 AND SD-508. 2589.191E 2589.501E 2589.601E 2589.851E 2590.231E 2590.561E 2589.421E 11 1 II _ 2590.061E 2590.441E 25 INSTALL SEWER SERVICE PER ISPWC SD-511, SD-511A AND i 30' JOINT UTILITY EASEMENT SD-512. REFER TO SEWER DATA TABLE THIS SHEET FOR o ADDITIONAL INFORMATION. o I° LOTS 27 LOT 28 LOT 29 LOTS 32 LOTS 33 LOT 34 LOT.35 x LOT 36 26 INSTALL STANDARD TRAFFIC RATED SEWER CLEAN-OUT PER ISPWC LOTS 30 SD-506A. LOT 31 z 19 I k 27 EXISTING SEWER MANHOLE TO REMAIN AND BE PROTECTED IN PLACE. o 28 INSTALL WATER SERVICE LINE PER ISPWC - DIVISION 400. REFER ° -- TO WATER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. 2598 C REFER TO PLUMBING AND MECHANICAL PLANS FOR BACKFLOWS 2598 AND FOR FINAL LOCATION AND BUILDING CONNECTION DETAILS. NE JOB #: 320-078.1 2597 DATE: 6/20/2024 2597 53 CONNECT TO POTABLE WATER SYSTEM FOR REDUNTANT BACKUP DRAWN BY: KS H TO PRESSURE IRRIGATION SYSTEM. 2596 ° CHECKED BY: CS 1 ° o ° ° ° ° ° ° ° ° ° ° e , ° ° ° i 57 INSTALL PIPE BEND AND THRUST BLOCK PER ISPWC SD-403. Ll 2596 � ° ° 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, 0 REFER TO SEWER DATA TABLE THIS SHEET FOR ADDITIONAL E = 0 0 0 04 INFORMATION. - 4 � o o cn o 0 N N 0o LINE # LENGTH BEARING SLOPE NOTES _ + o L` 0 0 �` I sos 24 INSTALL 'TYPE A' SEWER MANHOLE WITH CONCRETE COLLAR (nOo �Cl _ (/7 � � 2N V � N + N 0 �` + " PER ISPWC SD-501 AND SD-508. J 0 o _ U) + � sos L1 199.99 NO* 27 58.43E 0.4% g PVC TYPE SDR 35 00 + cn dV) N o Q C6 601 L2 133.02' NO* 26' 02.18"E 0.4% 8" PVC TYPE SDR 35 = o 260 N N N N N 2600 L3 12.10' N89° 32' 39.92"W 2.0% 4" PVC TYPE SDR 35 IN 599 IA _ 00 L4 21.80' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 m 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 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 2590 L10 23.19' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 �SS\pNAL 1 8' PVC N 177.52' ® 0.4% 589 L11 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 2589.461E IN 2588.701E IN See L12 22.21' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 17727 2589.411E OUT 2588.601E OUT 587 L13 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 06/20/2024 586 L14 11.75' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 STgTE OF\pP`Z`� 258 2585 coR�, 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 SCR, SEWER LINE B PROFILE L16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 HORZ SCALE: 1" 20' L17 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 L19 124.81' NO* 27' 20.27"E 0.6% 8" PVC TYPE SDR 35 O L20 138.39' NO* 27' 24.67"E 0.6% 8" PVC TYPE SDR 35 L21 19.95' S89° 32' 39.73"E 2.0% 4" PVC TYPE SDR 35 L22 14.08' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 QL23 14.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 ZQ z 15 N I L I L24 20.42' S89° 32' 38.36"E 2.0% 4" PVC TYPE SDR 35 w 3 I $2 I L25 19.95' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 rn 3 O I 1 L26 13.94' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 (n U L4 - I L27 14.54' S89° 32' 38.08"E 2.0% 4" PVC TYPE SDR 35 L5 L 16 I■■I■■I r O - - L28 15.07' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 / Q Toll �■■�■■� o ( L29 13.67' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 Q ♦l) 3 OJ I 14 L30 39.47' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 z 3 JO I 18 L31 14.67' N89° 32' 38.61"W 2.0% 4" PVC TYPE SDR 35 0 d OL32 13.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L6 1 U U 0 L7 L33 39.47' S89° 32' 37.09"E 2.0% 4" PVC TYPE SDR 35 o w 31 N 1 L34 39.48' S89° 32' 17.50"E 2.0% 4" PVC TYPE SDR 35 2 I O d I I 1 L35 13.48' N89° 32' 56.30"W 2.0% �4" PVC TYPE SDR 35 3 O � * INDICATES LINE THROUGH MATCHLINE Q - � z z L8 a U I WATER DATA TABLE w O 2 L11 v - 19 LINE # LENGTH BEARING NOTES L3 O O O O O�O O L1 335.72' SO* 00' 01.08"W 8" PVC TYPE C900 (DR 18) ir I ® L2 L2 * 298.41' S89° 32' 11.34"E 8" PVC TYPE C900 (DR 18) 0 0 SEWER EASEMENT o o O 10 L3 302.56' NO* 28' 05.12"E Id - Id L4 24.48' S89° 37' 19.59"E L 1" PVC SCH 80 24 4 - SD - 23 - J 24 = L5 18.50' N89° 31' 54.88"W 1" PVC SCH 80 10 ° a O 1 +00 ° e 1 g L6 18.51' N89° 32' 30.80"W 1" PVC SCH 80 � \ d L7 24.44' S89° 31' 58.22"E 1" PVC SCH 80 q \ 2 PI PI PI ° PI 14 d "PROP SSMH-4- - -SEWER LINE B PROP SSMH-2 ° 20 ° L8 18.56' N89° 29' 07.69"W 1" PVC SCH 80 L9 F I I L9 18.49' N89° 44' 50.80"W 1" PVC SCH 80 0 0' SEWER EASEMENT L10 5.01' S89° 32' 03.31"E 1" PVC SCH 80 o 2 � � I ° L9 Id L11 18.49' N89° 39' 07.45"W 1" PVC SCH 80 � L12 18.49' N89° 24' 44.13"W 1" PVC SCH 80 z ° I L13 5.00' S89° 54' 10.59"E 1" PVC SCH 80 ° 2 e N L8 I L14 302.88' NO° 33' 30.63"E 8" PVC TYPE C900 (DR 18) - 078.1 2 L7 � ~ L15 16.48' N89° 30' 46.99"W 1" PVC SCH 80 NE JOB #: 320 DATE: 6/20/2024 p 6 I 10 J I I 2 L16 5.56' S89° 31' 43.00"E 1" PVC SCH 80 DRAWN BY: KS rF __4 3: CHECKED BY: CS L11 d L21 - L17 18.39' N89° 35' 39.67"W 1" PVC SCH 80 d - i I $2 I rB I L18 5.61' S89° 26' 29.37"E 1" PVC SCH 80 2 O I L1 L6 L19 5.69' N89° 46' 49.56"E 1" PVC SCH 80 CONSTRUCTION 2 I � L5 I I L20 5.77' S89° 31' 43.00"E 1" PVC SCH 80 2 DRAWINGS o L21 18.16' N89° 38' 24.52"W 1" PVC SCH 80 IL 0 0 1 d 24 L22 5.85' S89° 31' 43.00"E 1" PVC SCH 80 c I L23 5.89' S89° 27' 12.93"E 1" PVC SCH 80 ° d 2 9 J O I L4 L24 18.11' N89° 31' 03.41"W 1" PVC SCH 80 2 J L31 L25 12.45' N 89° 51' 00.45"E `3■ 0 ° = 6 PVC TYPE C900 (DR 18 ° - - - - - - - - - - - - SEWER PLAN � a N89°30'43"W 363.81' _ SD S� ae a a. � a a- o °- a ° 20 0 20 40 60 80 AND PROFILE d V d ° ° ° ° i [TOE ° SCALE 1" = 20' Ln rn 00 c 0 s°' SEWER DATA TABLE WATER DATA TABLE 0 ON � o 0 0Li o O �� � � 00 ON C) N 603 a^p � a N + 0 0 ± � g N Ln _ + r, _ g soz LINE # LENGTH BEARING SLOPE NOTES LINE # LENGTH BEARING NOTES ~ a, cnON + � c� o Q � Q ± � - O N 00 (n + 601 , , ,> , , „ S 00 F- Ln 0- � 00 L1 199.99 NO* 27 58.43E 0.4% g PVC TYPE SDR 35 L1 335.72 SO* 00 01.08 W 8" PVC TYPE C900 (DR 18) 260 O < m V) N (nN OQrn � � F_ L am 0- 2600 mv° chHLn � HLn N N U7 N � O , , „ , , „ 0- N N IL V) N N N 5a9 L2 133.02 NO* 26 02.18E 0.4% 8 PVC TYPE SDR 35 L2 * 298.41 S89° 32 11.34E 8" PVC TYPE C900 (DR 18) o m (n N 'n M / R W ~ 598 L3 12.10' N89° 32' 39.92"W 2.0% 4" PVC TYPE SDR 35 L3 302.56' NO* 28' 05.12"E PROP FINISHED SURFACE „ 597 ' " '� L4 24.48' S89° 37' 19.59"E $A w 6 STORM DRAIN LINE _ L4 21.80 S89° 32 37.42E 2.0% 4 PVC TYPE SDR 35 1 PVC SCH 80 > EX SURFACE 2596 Z L5 12.55' N89° 32 40.99"W 2.0% 4" PVC TYPE SDR 35 L5 18.50' N89° 31' 54.88"W 1" PVC SCH 80 0 5sa L6 22.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 L6 18.51' N89° 32' 30.80"W 1" PVC SCH 80 8" PVC WATER MAIN - 8" PVC WATER MAIN 593 L7 21.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 L7 24.44' S89° 31' 58.22"E 1" PVC SCH 80 PROPOSED SEWER MAIN ABANDONED DRAINAGE DITCH 592 REFER TO SHEET C3.1 - L8 11.97' N89° 32' 36.95"W 2.0% 4" PVC TYPE SDR 35 L8 18.56' N89° 29' 07.69"W 1" PVC SCH 80 591 259 - 8" PVC - 124.54 ® 0.6% 1 2 8" PVC N 139.88 @ 0.6% 2590 L9 21.96' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L9 18.49' N89° 44' 50.80"W 1" PVC SCH 80 2590.291E OUT 2589.511E IN N �SS\ONAL 2590.381E OUT 589 L10 23.19 N89° 32 37.42„W 2.0% 4 PVC TYPE SDR 35 L10 5.01 S89° 32 03.31E 1 PVC SCH 80 Q�p� 2589.511E IN (S) EX WATER MAIN = 2589.461E OUT 588 L11 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L11 18.49' 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 L12 18.49' N89° 24' 44.13"W 1" PVC SCH 80 06/20/2024 CONTINUATION - L13 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L13 5.00' S89° 54' 10.59"E " Sp P`Z`o 258 10+00 10+50 11+00 11+50 19 on 12+50 13+00 85 1 PVC SCH 80 �, E OFH�PG� L14 11.75' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 L14 302.88' NO* 33' 30.63"E g PVC TYPE C900 (DR 18 L15 22.24' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L15 16.48' N89° 30' 46.99"W 1" PVC SCH 80 SEWER AND WATER PROFILE L16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L16 5.56' S89° 31' 43.00"E 1" PVC SCH 80 SEWER LINE C L17 22.28' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 L17 18.39' N89° 35' 39.67"W 1" PVC SCH 80 HORZ SCALE: 1" = 20' L18* 180.52' N89° 31' 54.88"W 0.4% 8" PVC TYPE SDR 35 L18 5.61' S89° 26' 29.37"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 L19 5.69' N89° 46' 49.56"E 1" PVC SCH 80 L20 138.39' NO* 27' 24.67"E 0.6% 8" PVC TYPE SDR 35 L20 5.77' S89° 31' 43.00"E 1" PVC SCH 80 U) VJ L21 19.95' S89° 32' 39.73"E 2.0% 4" PVC TYPE SDR 35 L21 18.16' N89° 38' 24.52"W 1" PVC SCH 80 Q I � -^ X L22 14.08' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L22 5.85' S89° 31' 43.00"E 1" PVC SCH 80 Q W ° X D X ° ° q ° ° ° D e ° e L23 14.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L23 5.89' S89° 27' 12.93"E 1" PVC SCH 80° D D s ° u D °s s ° d a D o r, D ° a ° ° D D ° s ° ° s ° s D ° ° o _ L24 20.42' S89° 32' 38.36"E 2.0% 4" PVC TYPE SDR 35 L24 18.11' N89° 31' 03.41"W 1" PVC SCH 80 ° ° ° n D ► ° u ° u D ° f. ° n o ° r r « « « « « r r « « « r r r « r r « « « r r « « « r > ° r r« r r r « r « « r r « « r « r°r « « « r r r « « r r « « r r « « r « r r r« r r \/ « r r « r « « r r r « °r « r r « r « « r r « r « « « « 19.95' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 L25 12.45' N89° 51' 00.45"E 6 PVC TYPE C900 (DR 18 L25 rr r r«r« r r«r« °r«r« r r« r r«r« r r«r« r° s s D °r« • r« •r IJJ o » ° n D L26 13.94' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35t 0) w T O 2S9 2S9) 2S 2S9S 1 �-�51 L27 14.54' S89° 32' 38.08"E 2.0% 4" PVC TYPE SDR 35 _ _ _ C5 W Q 10�- 8 _ _ 11+00 9 _ = 12+QO 6 9 - _ 13 10 19 8 57 L28 15.07' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 19 8 10 � - - - 28 0 W W W � W W W W -- 1 L29 13.67' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 2 29 - _ - L30 39.47' S89° 32' 35.33"E 2.0% 4" PVC TYPE SDR 35 O r « « r « « « r r r « « r « « r r r « r «r r r r « « « « r r « « r r r « « e r e « « r r r « « r r r r«« « r r « « « r r « «r r « « r r « r r « « r r r « r r « « r r O L31 ' , „ K1(1'R'17"E 908.77'' 14.67 N89° 32 38.61 W 2.0% 4" PVC TYPE SDR 35CL « r r « « « « « ° -A- m -°p- s s ° s ° �- °D . tl ° L32 13.55' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 INK o o - - 2s9 x L33 39.47' S89° 32' 37.09"E 2.0% 4" PVC TYPE SDR 35 W I00 D 8 + ° I L34 39.48' S89° 32' 17.50"E 2.0% 4" PVC TYPE SDR 35 O LOT 6� 2597 I r^ / I I L35 13.48 N89° 32 56.30„W 2.0% 4 PVC TYPE SDR 35 Q VJ 2599 - - 20 28 - - 2598 9 I I * z Z L INDICATES LINE THROUGH MATCHLINE DIG Fr ICONSTRUCTIONO W° I N TES r , [ I I I I I I I I ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. LOT-10 LOT- 9 i i LOT- 8 LOT, 7 LOT 5 LOT 4 LOT 3 LOT 2 I CONTRACTOR SHALL POTHOLE TO VERIFY PIPE TYPE, LOT 11 I I 30' JOINT UTILITY EASEMENT � ' I SIZE,HORIZONTAL AND VERTICAL LOCATION PRIOR TO O 2590.971E z I 2594.36BP V D I 2590.24TP �Y � I �x CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CITY PROJECT ir 6 11J2589.571E 2590.891E 2594.04BP I ENGINEER TO OBSERVE THE CONNECTION. 2591.131E 2590.771E I 2594.36BP 2590.67TP I O9 INSTALL WATER MAIN AND BACKFILL PER ISPWC SD-301. REFER TO 2590.621E 0. ° 2590.48TP 2590.001E 2593.85BP I III WATER DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. 2590.511E* I 2589.811E 2591.001E I 2590.87TP i 21 28 25 26 2590.701E 20 28 20 28 2590.201E 2591.251E L2 I 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS I 25 26 21 28 25 26 20 28 25 26 25 26 25 26 25 26 21 28 25 26 25 26 PER ISPWC SD-403 AND SD-406. _ _ _ _ 2 24 x x 11 EXISTING FIRE HYDRANT TO BE RELOCATED. Qq PROP SSMH 5 24 2 1 2 L11 23 2 2 3 3 23 3 ROP SSMH-6 I 19 SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301, 00 11 PROP SSMH-4 2 2+00 C ISPWC/ACHD SD-303 AND ISPWC/ACHD SD 806. NEW PAVEMENT W o 2598 12 4 TO MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT 19 8 10 1 2 2594.69BP 2 2594.48BP 9 11 p 2598 ° L8 2 L6 L5 II 10 I CONDITIONS, WHICHEVER IS GREATER. q W 2590.59TP 2 2590.27TP L9 25LJ 24 20 INSTALL 3/4" SINGLE WATER SERVICE METER PER CITY OF 2594.51 BP 2589.921E 2589.601E L3 98 x MERIDIAN STANDARD DRAWING W1 AND W2. REFER TO PLUMBING 2591.41 TP 25 26 1 10 2594.80BP 2591.04BTP SEWER LINE C 2591.09TP 2591.30TP 2594.09BP I PLANS FOR CONNECTION DETAILS, 6. 2,591..081E 2591.05TP I , f 2591.281E 20 28 25 26 25 26 - 259090.721E .711E 23 a - - 2590.761E 2590.971E - 2591.14TP 21 INSTALL 3/4 DOUBLE WATER METER PER CITY OF MERIDAIN o 21 281�2591.471E STANDARD DRAWING W1 AND W3. REFER TO PLUMBING PLANS FOR 0 ° I 2590.51 BP 2591051E 2594.52BP 2590.921EI LOT 1� L7L4y I I CONNECTION DETAILS. ± 30' 2590.101E I 2591.17TP I i I 3 3 3 30 JOINT UTILITY EASEMENT 23 INSTALL SEWER MAIN AND BACKFILL PER ISPWC SD-301, REFER TO z 2590.841E h ® 2591.361E 25 26 2591.561E - - 25 26 9 SEWER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. o D I I I I 1 20 28 - 21 28 I _ 24 INSTALL TYPE A SEWER MANHOLE WITH CONCRETE COLLAR PER ISPWC SD-501 AND SD-508. LOT.12 I LOT-13 LOT'14 _ ® 2591.731E LOT 16 I LOTS 17 LOTS 18 I 25 INSTALL SEWER SERVICE PER ISPWC SD-511, SD-511 A AND SD-512. REFER TO SEWER DATA TABLE THIS SHEET FOR NE JOB #: 320-078.1 I ADDITIONAL INFORMATION. DATE: 6/20/2024 I i I I 26 INSTALL STANDARD TRAFFIC RATED SEWER CLEAN-OUT PER ISPWC DRAWN BY: KS SD-506A. CHECKED BY: CS MATCHLINE SEE SHEET 3.0 28 INSTALL WATER SERVICE LINE PER ISPWC - DIVISION 400. REFER TO WATER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. REFER TO PLUMBING AND MECHANICAL PLANS FOR BACKFLOWS AND FOR FINAL LOCATION AND BUILDING CONNECTION DETAILS. CONSTRUCTION 29 RELOCATEDINSTALL IRE HYDRANT PER MERIDIAN STANDARD DRAWING W8 AND 9 DRAWINGS 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 / LJJY.LJ 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 s 2 8 x co VERTICAL LOCATION PRIOR TO CONSTRUCTION. BSW P I rn'C a BsW ^ 066 595.58 14 INSTALL STORM DRAIN LINE AND BACKFILL PER ISPWC-301. REFER TO STORM2596.73 o _ ix NWL-FACE DRAIN TABLE ON SHEET C4.2 FOR ADDITIONAL INFORMATION. W R X 2594.73E 33 595.43RIM 2595.11 T b� ° ~ ` A -EX 33 33 15 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ACHD SUPLIMENT TO THE EGR EGF 2593.311E 2593.471E N 14 6, N ISPWC SD-611. = N 14 18 INSTALL STANDARD CATCH BASIN PER ACHD SUPPLEMENT TO THE ISPWC SD-601N v° J - L50 L49 - TYPE 1. AND GREASE TRAP �■ CM 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 0° 30 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624. Z $ LLI L48 INV IN (E) 2593.31 cv 31 INSTALL SEEPAGE BED PER ACHD BMP 20 ON SHEET CO.2. REFER TO SEEPAGE 2594.29BP -� 14 TOP OF BAFFLE: 2592.9 BED DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. I 2597.52T 33 2598.51FG 26 _ INV OUT (E) 2592.96 2597.64T ° 2591.13TP 2595.521E 2595.891E 2597 Q 0.81 CFS 33 32 INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC/ACHD SD-627 ON SHEET 2590.801E 2595.641E CO.2. 2595.691E W 33 INSTALL 24" DIA. FRAME WITH SLOTTED GRATE COVER PER ISPWC/ACHD SD-616 °4 2590.691E - - - _ - AND SD-617 ON SHEET CO.2. ° I 2595.96 TOR � - L21 W 44 0 L 2590.96 BOR 42 CONNECT TO PROPOSED GRAVITTY IRRIGATION BOX PER ACHD SUPPLIMENT TO THE L 2589.46 BOS 2587.96 HSGW 1 2598.51FG ISPWC SD-619. 26 44 INSTALL BIORETENTION PLANTER PER ACHD BMP 31. REFER TO BIORETENTION ��SS�ONAL F�yc/^ 2595.811E PLANTER A ° '. LAN' B ° 598.52FG 2598.51FG J� PLANTER TABLE ON SHEET 4.0 FOR SPECIFIC INFORMATION ON PLANTERS. REFER �o 10 45 45 (6 26 L1 I 26 2595.531E 1 22 X, I TO SHEET C0.3 FOR ADDITIONAL INFORMATION. 2 �' 2595.65TC 2595.65TC . I ° 2595.891E d 2594.82FL I ° , 2594.82FL N I I I X x 45 INSTALL SHALLOW INLET ATTACHED WALK PER ACHD SUPPLIMENT TO THE ISPWC 17727 2594.161E 2594.161E I4 `�i - L - - - I SD-715A. 2593.16SUMP dd 2593.16SUMP 7 N 1 dF 06/20/2024 ' _ �, L3 I L51 L23 1 00 46 INSTALL NDS 12 CATCH BASIN OR APPROVED EQUAL PER SQUARE CATCH BASIN STgIE OF�0 Q25: 0.20CFS 7 . Q25: 0.15CFS 0100: 0.27CFS ° Q100: 0.21 CFS � 1 ° 2598.55E 26 � d DETAIL ON SHEET C0.3 SCNVP�� ,- dl �' 0 1 14 2595.321E I N 56 EXISTING IRRIGATION BOX TO BE REMOVED. EXISTING GRAVITY IRRIGATION LINE TO L4 1 cfl BE EXTENDED TO PROPOSED IRRIGATION BOX. 14 ° I � �' d cn ° I I 44 I° 1 - -� I 24LIN 4 ° L5 d . . I � I TC 6 2 I o 32 1 7 ,> BOARD (FB) 2598.55F 26 1 SHALLOW INLET FL ° 4 I I L6 598.58FG L25 WA A W 1 2595.371E 26 O d ° ° ° � 26 2598.63FG I 2595.021E � 1 2598.67E 26 ° PER ACHD IE 2594.861E I 1 2594.991E SD-715A FG TC 14 `10 0o FS CURB/EDGE VJ RESTRAINT PER \ - -------- - 0) 597.80RIM 30 d ° - - - --- ISPWC SD-701A, °4 �h 1° L7 46 2596.201E RIM (E, SOLID): 2598.67 L27 - - - ABOVE GROUND 4" CURB BREAK ° 2595 5595.96 TOR RIM (W, SOLID): 2598.56 1 d ° STORAGE VOLUME AT SIDEWALK @ z ° 31 2590.96 BOR 597.80RIM INV IN (E) 2593.31 1 °4 24" BIORETENTION 2' O.C. FOR d d , W' 44 W 44 1 O 2589.46 BOS 46 2596.301E ie TOP OF BAFFLE. 2593.21 1 L28 1 SUMP SOIL MEDIA DRAINAGE iINV OUT (E) 2592.96 2 L8 2587.96 HSGW TOR ASTM #8 OPEN GRADED I - Q50: 1.94 CFS ° I ad I �L�-' �' � I I BOR FRACTURED AGGREGATE 45 PLANTER Cx 45 PLANTER D . r 14 ��� o o O o BEDDING COURSE 1 2596.79TCL 1 TO 2" THICK. U 2596.79TC d 597.75 RIM 47 32 \ 2598.35T 33 MAXIMUM HSGW 2595.96FL ° 2595.96FL oca 1 - 33 2594.30 IE 2594.411E ° 2" WASHED DRAIN ROCK 2595.291E 4° ,/ 2595.291E °I 2597.00RIM ° ° L9 L42 4. P 2594.29SUMP 2591.041E 4 d d ° ° a A o ° 43 0 0 14 1 ELEVATION (f2587.96) WITH AASHTO M288 CLASS T O 259 29SUM 7 ° 32 d 44 2598.73F 26 0, Q25: 0.17CFS g ° ° I In ° d 2 NON-WOVEN GEOTEXTILE r� Q25: 0.21 CFS d I Id Id - Id I 46 L29 - 2596.311E o ON SIDES AND TOP ONLY V W Q100: 0.29CFS Q100: 0.23CFS 63 P «, W L10 L_ - /- ^�� -6 5,� 45 O O O 40 J L30 ° � BIORETENTION PLANTER Q (n dd ° d T I .W. 1 ° 10' STORMWATER AND--- - L11 4 ° ° L41 - - - - • 1 IRRIGATION EASEMENT I ° L31 _ NOT TO SCALE Q » „ T- O °dd II - NSAND AND GREASE TRA 26 598.75FG ° RIM (W, SOLID): 2598.63 30 ° d Ln d 2594.541E RIM (E, SOLID): 2598.57 ° 2590.96 TOR d °° STORM DRAIN +GRAVITY IRRIGATION O _ PI PI 2590.96 BOR 31 4 I d I IB '� 4 .W - L12 INV IN (S) 2593.31 2587.96 HH.46 OSGW ° 4 ° ° ° ° DATA TABLE U U TOP OF BAFFLE. 2593.21 9s � •-- I° I I INV OUT (E) 2592.96 2597.80RIM S94 d W W�. �� . . 1 1.94 CFS 2596.301E 46 I L32 1 �693 ° LINE # LENGTH DIRECTION SLOPE NOTE Q 100 1 26 598.88FG 14 2597.80RIM ° 25 89 S 8 L52 77.80' S88°59'34"E 0.24% Q 2595.271E 1d 46 I 26 12 PVC TYPE SDR-35 r^ 2596.171E 2595.331E Q VJ d W... 14 L53 6.09' SO°00'32"E 2.96% 12" PVC TYPE SDR-35 z 1 W W L61 - L13 d ° L54 129.22' S89°02'04"E 0.27% 12" PVC TYPE SDR-35 . - - - - cA I 33 O x 10' STORMWATER AND ° 1 1 d ° �e L55 7.61' SO°00'35"E 1 .71% 12" PVC TYPE SDR-35 U . . ° IRRIGATION EASEMENT 4 ,- ° \ 4 2598.98E 26 L56 157.48 S89°0215 E 0.27% 12 PVC TYPE SDR-35 ) J d d O d 2595.081E r °j 26 598.99FG L15 2598.99FG I ° L57 8.78' NO°17'41"E 5.36% 12" PVC TYPE SDR-35 N� L 2595.711E 1 1 26 2595.751E 34 1 ° rn N L58 3.53' S51°23'23"E 0.31% 12" PVC TYPE SDR-35 I � 1 � I L16 ° ze ° L59 11.65' S44°56'44"E 0.22% 12" PVC TYPE SDR-35 ° W 1 1 35 4 1 2599.02E 26 L17 2595.981E 1 I 2599.02F 26 L60 63.91' N81°05'26"E 0.25% 8" PVC TYPE SDR-35 1 d 4 I 2596.01 IE 1 d ° L61 128.96' SO°26'15"W 4.99% 18" PVC TYPE SDR-35 d � 1 L36 14 - - cp ° I - L62 129.08' SO°25'56"W 5.53% 18" PVC TYPE SDR-35 1 1 L18 d 1 - L - I��I 1 37 w o 4\ h�� d L19 1 - -�� - L63 19.12' N90'00'00"E 0.50% q 1 rn1 I I 6 PVC TYPE SDR-35 \ ° I d 2597.95R1 I 2598.27T 33 10 STORMWATER AND00 CO 124 2596.141E IRRIGATION EASEMENT , 1 L38 2598.15T 33 �° e - 2591.391E 26 599.05FG i ° 2599.05FG 2596.151E N ° GENERAL NOTES: 2596.311E � F26 1 18 2596.20TG 1. FOR CONSTRUCTION PURPOSES, GROUNDWATER DEPTH CAN BE ASSUMED TO REMAIN 2597.83R1 14 2597.95R1 10 STORMWATER AND 2596.321E (2592.461E) 2591.551E 124 14 2591.421E 1 4 I _ Q25: 0.11CFS GREATER THAN 2587.96 THROUGHOUT THE YEAR PER "LIMITED GEOTECHNICAL � IRRIGATION EASEMENT ° 4 o 2597.92RIM 15 Lz' - ° 1 1 - Q100: 0.15CFS INVESTIGATION RIVERSIDE GARDEN SUBDIVISION" PREPARED BY ATLAS TECHNICAL L60 1 2591.441E S 2597.32RIM L39 I CONSULTANTS LLC DATED JANUARY 14 2021 AND SITE TOPOGRAPHIC SURVEY TEST L59 - - 14 15 696 PIT LOCATION. z 56 2589.44SUMP - - - - - - - _2591.871E - - - - - - 14 -. 2597.11 RIM 15 15 2597.11 RIM w � ° e d 2589 87SUMP- -Zjg - - 2592.221E 2592.411E 4 - i 4 L56 �V 56.o 1' 25 7 ° ( ) c� ° 54 25 2596.93TG 2590.22SUMP 2590.41 SUMP S � 2. THE DESIGN INFILTRATION RATE FOR THE BIORETENTION PLANTERS IS 8 INCHES PER 56 58 L57 2597.28TG - - - �55 2596.93T 18 ° 18 L52 HOUR. CONTRACTOR SHALL HAVE PERCOLATION TESTS PREFORMED BY SOILS 18 - - - - °- 4 d 2592.401E 0 ° 2591.751E ° - ° 2592.001E - - - ° L53 ° a d - Q25: 0.32CFS _ ° Q25: 0.13CFS Q25: 0.10CFS - - - �- - ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED AND NOTIFY ENGINEER IF Q100: 0.45CFS �� Q100: 0.19CFS ° �� l00: 0.14CFS RATES LESS THAN 8" PER HOUR ARE ENCOUNTERED. 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS NE JOB #: 320-078.1 cn z DATE: 6/20/2024 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 SLOPE p p 0% SLOPE u� 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 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 BOR 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 Lo  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. ZL 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 c v E 'c ao u O O 2604 O 604 c,'p a p_lONrQ+nN CD 0 LL_ n'CDO L� O p O to O mH � o O O ~ U H pL� Oi U (D mF- In O 00E-- H I.- 0 ~ u ~ M ^ vJc+ ± i +Ocfl + + + N � + �`,L ce �NO n � O MO 0 C 00 Q Q � ) 601 'c°rn ao - rn' In a r Qrn rn � Qm Qm Q Q �nN rn_ rn L M �n Ln � In260 Hen- cnN � < ,n � 0 rn rn 2600 260 Qrn � � Q 2600 c° -4 00 00 N (n N (N N V) N F__ M H M - (n N U� N U7 N � L0 V) N (n N N N F-- M N M c (n N (n N - 99 N N (n N s9 v■ Goo 'v 98 e 3 N $� w V 97 6" PVC STORM DRAIN LINE - 133.56' - 122.92' @ 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 s9, _ SERVICE LATERAL 81 259 2590 259 2590 ��SS\ONAL Fiyc�^r 4" SEWER 4" SEWER >, 4" SEWER 589 ,> SERVICE LATERAL - 4 SEWER - 4" SEWER -SERVICE LATERAL 4 SEWER _ SERVICE LATERAL 4 SEWER 2 �' SERVICE LATERAL _ - - SERVICE LATERAL SERVICE LATERAL - - 588 - SERVICE LATERAL - 88 17727 4 SEWER �° se7 4" SEWER SERVICE LATERAL 87 4 SEWER 4 SEWER 4 SEWER 4 SEWER SERVICE LATERAL 4" SEWER 06/20/2024 SERVICE LATERAL se6 SERVICE LATERAL SERVICE LATERAL SERVICE LATERAL w sT 258 - 2585 258 SERVICE LATERAL 2585 c�R�E°FHAv' 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 I rr^^ I I C ° V J � � Z _T L20 L16 L13 3"CO) L 11 L3 STORM DRAIN +GRAVITY IRRIGATION STORM DRAIN +GRAVITY IRRIGATION I III L19 L17 L15 1s 00 L12 L10 III 12+°° ° 12N64 w D I L8 L6 L4 S L1 III U, DATA TABLE DATA TABLE L56 W L18 I C X U ° I L14 STORM DRAIN LINE A o W r 0 LINE # LENGTH DIRECTION SLOPE NOTE LINE # LENGTH DIRECTION SLOPE NOTE L1 31.25' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L31 18.73' N89°17'03"W 1 .01% 3" PVC TYPE SDR-35 ° I L5 L2 W Q U z L2 36.89' S89°32'13"E 1 .00% 3" PVC TYPE SDR-35 L32 49.53' SO°42'S7"W 1 .30% 6" PVC TYPE SDR-35 I 1� L3 17.31' S89°17'03"E 1 .00% 3" PVC TYPE SDR-35 L33 16.83' N89°17'03"W 0.99% 3" PVC TYPE SDR-35 ° L4 21.11 SO°42 57 W 1 .00% 6 PVC TYPE SDR-35 L34 31.83 SO°42 57 W 1 .30% 6 PVC TYPE SDR-35 - O UL5 37.02' N89°17'03"W 1 .00% 3" PVC TYPE SDR-35 L35 17.29' S89°17'03"E 1 .00% 3" PVC TYPE SDR-35 I 0 ® U L6 31.35' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L36 19.63' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 t I C ° W � L7 18.22' S89°16'35"E 0.98% 3" PVC TYPE SDR-35 L37 17.87' N89°17'03"W 1 .00% 3" PVC TYPE SDR-35 I PI I o Q ° ° 6" PVC TYPE SDR-35 ° ° L8 38.46 SO 42 57 W 1 .00% 6 PVC TYPE SDR-35 L38 24.28 SO 42 57 W 1 .30% � I O 43 O I L9 34.99' N64°55'44"E 2.83% L39 16.74' N76°34'25"E 1 .00% 3" PVC TYPE SDR-35 z Z 6 PVC TYPE SDR-35 - L10 7.08' NO°42'57"E 1 .37% „ 4" PVC TYPE SDR-35 °I Qo 6 PVC TYPE SDR-35 L40 7.97 NO°22 37 E 3.10% 1 p C ri UL11 16.87' S89°17'33"E 0.84% 3" PVC TYPE SDR-35 L41 49.35' S89°56'58"E 5.29% 4" PVC TYPE SDR-35 ° W ° 44 iu L55 ° X L12 50.97' NO°42'57"E 1 .37% ' " 4" PVC TYPE SDR-35 ° Y' ° ° ° p o 47 I O 6 PVC TYPE SDR-35 L42 6.53 NO°11 27 E 2.69% L13 17.29 S89°17 33 E 1 .03% ir 3 PVC TYPE SDR-35 L43 49.82 N90°00 00 W 5.45% 4 PVC TYPE SDR-35 0 ° ° ° > >, >, 45 c a L51 �� I 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 ,> ,> °p Q O L49 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 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 00 , L41 O O Own l u' I o 0 III k � L17 43.79' NO°42'S7"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 ° N 6" PVC TYPE SDR-35 L18 16.99 N89°16 39 W 1 .00% L48 34.28 NO°51 44 E 1 .00% W o ° 3 PVC TYPE SDR-35 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 q L20 16.65' N75°47'34"E 1 .00% 3" PVC TYPE SDR-35 L50 125.86' S89°27'04"E 1 .13% 6" PVC TYPE SDR-35 I ° 54 I L40 ® Oy " Ev L21 16.70' S89°12'51"E 1 .00% 3" PVC TYPE SDR-35 L51 61.94' SO°42'14"W 0.00% 18" PERF PVC TYPE SDR-35 0 L22 28.71' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L23 18.10' S89°17'03"E 0.99% 3" PVC TYPE SDR-35 - - 129 L24 16.74' N89°17'03"W 1 .00% tJ 3" PVC TYPE SDR-35 ° ° o L25 50.31' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L39 11 00 L35 STORM DRAIN LINEv B L26 13+ 0 L23 13A33�j N L26 16.96' S89°17'03"E 1 .01% 3" PVC TYPE SDR-35 I III L38 L36 S ° L34 S L32 ° ° L30 III L28 SD L25 L22 III NE JOB 320-078.1 ' ° 3" PVC TYPE SDR-35 I - DATE: # 6/20/2024 L27 16.83 N89 17 03 W 1 .00% °� °o W L33 W L31 W L27 W 24 W L21 DRAWN BY: KS L28 43.89' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L37 CHECKED BY: CS L29 31.00' S86°22'24"E 3.55% 6" PVC TYPE SDR-35 ° x X\ L30 8.29' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 I / ipo 1 (N CONSTRUCTION DRAWINGS C4.1 STORM DRAIN 20 0 20 40 60 80 PROFILES SCALE 1" = 20' UTp-W LTP �� / / 10 yl� 2595, Ln G SCO 00E 'c 259 B i x �o PRESSURE IRRIGATION DATA a BSW- BSW 1066 c 2595.58 10 —W X RWL-FACE TABLE f J ! x x X x EGR EGR k N N = N X ' LINE # LENGTH DIRECTION NOTE JL1 118.36' S89°59'51"W 4" PVC TYPE SDR-21 (CL 200) �� :lee c L2 75.62' NO°00'00"E 4" PVC TYPE SDR-21 (CL 200) $ w _ b�° N L3 20.60' N90°00'00"E 4" PVC TYPE SDR-21 (CL 200) II d 2597 L4 198.53' S89`59'54"E 4" PVC TYPE SDR-21 (CL 200) W � L5 23.11' N89°54'54"W 4" PVC TYPE SDR-21 (CL 200) 47 W L6 41.16' NO°01'18"E 4" PVC TYPE SDR-21 (CL 200) L7 7.95' SO°00'09"E 4" PVC TYPE SDR-21 (CL 200) ° d 1 I huh ° ° I I I L8 34.54' N90`00'00"E 4" PVC TYPE SDR-21 (CL 200) S�pNAL EN ° I ° FF I I Q,o� d °Cv i I ° X ° ° � I dFF x 17727 Qd I cv I I 06/20/2024 W I° 1 0) CONSTRUCTION NOTES CSTgTE OF\OP�`(,h . . I d o ,1 N I N N 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS PER ISPWC Ry SCHRP d ° W d1 I I cp'^ SD-403 AND SD-406. ° I I d °D ° INSTALL STANDARD IRRIGATION BOX PER ACHD SUPLIMENTAL TO THE ISPWC I° I I ° 1 — — —� I I 12° e SD-619. CONTRACTOR TO VERIFY EXISTING PIPE TYPE, SIZE, HORIZONTAL AND d I ° VERTICAL LOCATION PRIOR TO CONSTRUCTION. 49 INSTALL PRESSURE IRRIGATION MAIN AND BACKFILL PER ISPWC SD-301, REFER TO d PRESSURE IRRIGATION DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. Z ° d 51 PROPOSED PUMP HOUSE LOCATION. REFER TO PLUMBING PLANS FOR PUMP HOUSE O ° d REQUIREMENTS. co 52 INSTALL 1" PRESSURE IRRIGATION SERVICE LINE WITH FIBERGLASS VALVE BOX AND HOSE BIB PER SD-902 AND SD-903. VJ 57 INSTALL PIPE BEND AND THRUST BLOCK PER ISPWC SD-403. 49 52 w ° � I d m ° I° ° I �b 1 h ° I co- I 1 57 cti � X . I c, U •� 52 49— 57 I N � Cn 1 ° ° ° o d I d IB ° 49 10 1 ° w r O d° ° 12 ° ° , ° °. ° d a ° Q a NNI L1 d 21�11 ° ` ° ° P� ° a 51 ° °' Z ° 52 O 49 d ;n d d o O � — - - - ° ° ° ° I R IRR IRR d ° d ° IRR IB a X d D ° w I 57 I 57 ° Q d d I ° ° 8 CD 1 1 � I — d d X I ° d d 6 ° I I I d O d Id ° .W ° . . I I ° 52 ° ° ° ° I Lo X ° I° I ad - ° ° ° d ° — ° I I d° I � � I d ° W 1I4 I I 9 co d ° eh e I 00Lo I I d° N 00 d 1 12 I I I N d I I° d ° d ° 1 ° ° d ° d ° e� d �°30'4 "W 363.81 2�g r-�5 � ° d ° d °d -� ° ° d 0 °G d d ° d d a n ° d NE JOB #: 320-078.1 DATE: 6/20/2024 DRAWN BY: KS CHECKED BY: CS CONSTRUCTION DRAWINGS C5.0 PRESSURE 20 0 20 40 60 80 IRRIGATION PLAN SCALE 1" = 20'