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Home My WebLink AboutPromenade Civil Drawings CONSTRUCTION PLANS FOR IN cm SHEET INDEX ' � � o PROMENADE COTTAGES SUBDIVISION C0.0 - COVER SHEET , CO.1 - NOTES AND DETAILS 3 N CO.2 - NOTES AND DETAILS LOCATED IN THE NE 1 4 OF THE NW 1 4 OF SECTION 7 CO.3 - NOTES AND DETAILS _ A. '11111 - .mac• t E!' tiW�,, , rn � T.3N.7 R.1E.7 B.M., CITY OF MERIDIAN C1.0 - ROADWAY PLAN AND PROFILE . v C2.0 - GRADING PLAN rN ADA COUNTY, IDAHO, 2023 C2.1 - GRADING PLAN 7,t '� co Know what bellow. - _ 44 C2.2 GRADING PLAN 4 . call before you dig. C2.3 - GRADING PLAN E + ' SITE ` o C3.0 - UTILITY PLAN ( ' z °'00 W C3.1 - UTILITY PLAN ,.•L.' LOCATION.. C3.2 - UTILITY PLAN C4.0 - STORM DRAIN PLAN J C4.1 - STORM DRAIN PROFILE C5.0 - PRESSURE IRRIGATION PLAN + � CjfE jM ..� _• I Its~ ' / ' � . sue. '� •:4Tr �� SS\ONAL £N�i i a A H x� b \� "' �•- " pF \,\CENSFp �Lt� Pupil r �� _. ,� OT FO X x :, ry n $� c EAST GRUBER AVE --------EAR EGR d3 x X � � 4 � } � 17727 R 7I I k � •' ' Uc t T RE I ■ J ------------- 100 X i ` STgTE OF ■ VI FT SO C 17879 �' G��.- ■ � � � w— VICINITY MAP CRY SCH�P ■_ 0 ■7■ ■ L 3 it� ■ — -- — - GR -- - 1 - J No I I I IV P-6■ - i f ■ 4 LIVING GARAGE GARAGE LPI 5j I LIVING GARAGE GARAGE LIVING ■ I 1 I — P-5 I ABBREVIATIONS �-- _- Z — GARa F 108 449 (XX.XXFG) = EXISTING ELEVATION 0 LIVING GARAGE 5775 SO FT I 196 5389 SOFT; 1594 SO FT I XX.XXFS = PROPOSED ELEVATION ■ I - 97 _ — _ — — I E -- - = AC = ASPHALT CONCRETE n ' 1 — — — — ACHD = A COUNTY HIGHWAY DISTRICT VJ■ III II I Ili II I o _ ♦^ LIVING GARAGE GARAGE LIVING LIVING GARAGE 450 FF/FFE FINISHED FLOOR ELEVATION > P-4 P6 P-4 2023 SO FT FL FLOW LINE —— — — FS = FINISHED SURFACE z W —— GB = GRADE BREAK m W i� P s I HP = HIGH POINT � PLIVING GARAGt GARAGE LIVING x � � L it I HSGW = SEASONAL HIGH GROUNDWATER (n 1 O IE/INV = INVERT ELEVATION VJ 34 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION=I I � ISPWC , \ x Q 4032 SO 86 9 FT l 1 0') r^ 8591 PDSD = PLANNING AND DEVELOPMENT SERVICES DEPARTMENT V) `J 10237SO FT 15554 SO FT — — — — _j 3: PCC = PORTLAND CEMENT CONCRETE W 0 cr) � I I 110 N T W POC = POINT OF CONNECTION (3 O } Z z r-I I 5360 SO FT RIM = TOP OF COVER ELEVATION W II o TG = TOP OF SLOTTED GRATE ♦^ �I I LIVING GARAGE 446 � �J J z P-3 1931 SOFT 0 OWNERS DEVELOPERS �I I 444LESLEY _ - / P-2 2101 SO FT BLOCK 1 I 1-6 447 LING GARAGE l 0 DBA ELM MOBILE IOVEE PARK, LLC C LIVING GARAGE P-S ��j I 1594 SO FT I LEGEND 313 NORTH MAIN ST U U HAILEY, ID 83333 I PROPERTY LINE h' �JJI— — GARAGE LP14 I F 445 GP 448 EXISTING CONTOURW Z VING GARAC I 1582 SO FT 1561 SO FT CIVIL ENGINEER I I U V ��—II_ EXISTING SEWER LINE SS Q CORY SCHRACK I P-5 GARAGE GARAGE LIVING EXISTING WATER LINE W r^ NASLAND ENGINEERING VING I LIVING GARAGE GARAGE LIVING EXISTING POWER LINE OHP VJ 910 MAIN STREET STE, 314 a II P-6 1' P-s z BOISE, ID 83702 _ aaI = J — _ I _ J — PROPOSED CONTOUR 25 CORYS®NASLAND.COM � - i I� > _ N89*30 43 W 363.81 PROPOSED STORM DRAIN LINE SD W O 208-593-4677 1 �,n — PROPOSED SEWER LINE S `J LAND SURVEYOR — — EAST BADLEY AVE _ s PROPOSED WATER LINE w 0 PROPOSED CLEANOUT O CODY M McCAMMON, PLS 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 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 NO. B211738G x 0 a PROPOSED CONCRETE SIDEWALK ° a a a NE JOB #: 320-078.1 DATE: 2/09/2024 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 Ln 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 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 o SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE ^' o REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE RESPONSIBLE FOR THEIR ENFORCEMENT. ~ o, 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 `" ' UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL PROPOSED CHANGES N 0 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 o AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON ENGINEERING. IA THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON to sQ SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 2. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE c LA RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF m W 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 FN�� 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR �oF \,\CENSFp 'LF TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CNFORMING STANDARDS, O AL LOCAL,ND SATE AND FEDERAL SAFETY AND HEALTH S. OT O 17727 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 4. ALL WORK SHALL CONFORM TO THE LATEST STANDARD DRAWINGS OF THE IDAHO CT APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), BOISE PUBLIC WORKS STgIE OF��Po SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. DEPARTMENT AND/OR ADA COUNTY HIGHWAY DISTRICT (ACHD) SUPPLEMENT TO THE SCN�P�� ISPWC. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) 5. DURING CONSTRUCTION: THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PLACING OF ASPHALT PAVING. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. THEY SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE PROPERTIES OR TO FINISHED WORK ON THE SITE. BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN 6. WORK PERFORMED WITHOUT BENEFIT OF TESTING AND/OR INSPECTION SHALL BE ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. SUBJECT TO REJECTION AND REMOVAL. ALL COST INCURRED BY THE CONTRACTOR O FOR CORRECTING DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE CONTRACTOR WHO PERFORMED THE WORK. r AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. v♦ r^ 7. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON \ �JJ 11.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE / ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY Q DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT FROM THE CITY ENGINEER. SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE M PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND w GENERAL WATER NOTES ANY OTHER EXISTING FACILITIES OR STRUCTURES THAT MAY NOT BE SHOWN. rn 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES 8. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES V, FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD �w 1 SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. OF CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS 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 o 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' z 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: 2/09/2024 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 FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF CONSTRUCTION DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING DRAWINGS OFFICIAL UNDER THE APPROPRIATE PERMIT. col NOTES AND DETAILS L c �00 o c V f0 C -a O� � f M J cm 9 M 7 0 n � ll w N a)O 0) N 00 tola Q N * C Z W tJ �26 1/$ 1 1/$ 26 1/8 2.4 24 LEGEND 23 3/4 } 23 3/d NOS, ANC. S\0NAL FN WELL COVER, $- DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN .COVER AND CANISTER s 2 OR 3 BOLT LID WITH 9/16^ HEAD AND SAE THREADS, GASKfTED —2 1/8 I 1 —2 5/8 ® 851 NORTH HARVARD AVE. p��S��CENS C�yF FINISH GLADE Q CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) } �21 7/3� } � 21 7/8� t LINDSAY, CA 93247 2 Q 3/5" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER ND d TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE. INSULATED, SINGLE- 23 5/8 23 5/8 TOLL FREE: 1-800-726-1994 OTU70 b 4 . CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS girl p � PHONE: (559)562-9888 -- ,L EI o ,�.`"•;.� r,o Q PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" SIDE VIEW SIDE VIEW FAX:(559)5624488 C a PIPE. DRILLED WELLS MAY USE 4" PIPE 1" Manhole Riser 1 1/2" Manhole Riser www.ndspro.com -T-I '•'. -' 0 NONWOVEN FILTER FABRIC AROUND OPFN.INGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK qTE OF Q POLYPROPYLENE FIBER REINFORCEMENT AT 1 112 LBS/CY C + AP = Q 13ACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR 01:3S'ERVATION WELLS LOCATED WITHIN A BMP FACILITY- 26 1/.8 26 1/8 CRY Sc " + USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 1 24 11 1/8 .24 1 1/8 NDS12"SQUARE POLYOLEF'IN 23 3/4 } 23 ,3/d GRATE W!L}.V.INHIBITORS. $ 3 NOTES: f 3 1/8 3 +4I1/8 SLOPE PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR STORM DRAINAGE FACILITIES } f 21 /B 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 ACHD 23 5/$.� 23 5/8 I _ 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION SIDE VIEW SIDE VIEW I 2" Manhole Riser 3'' Manhole Riser d I I m 26 1/8 26 1/8 24 1 1/8 1 1/8 24 L oo l�23 3/4 23 3/4 _ T W 8 3 4 5� 1/8 5 i t sII 1/8 W ' Ld LF 5 SECTION CONCRETE COLLAR 21 7/8- 21 7/8 I I W j N.T.S. 23 5/8 —23- 5/8 D W ° SIDE VIEW SIDE VIEW V♦ M K M R DRILL1f8"WEEPHOLETYPICALOF4PLACESAT an iser an iser COMPACTED SOIL BTU CORNERS. rn r 1 g 25 3/4 3 4 26 1/8 NOS 12"a"GRAVEL BASE 4"TO fi"DEEP BELOW CATCH BASIN RE U.V.TAPERED INHIBITORS. V, v a o BASIN.TO PREVENT STANDING WATER / 24 W T O 3 # 23 3/4 2 2 7/8 ` T7 SECTION! 0 W 0 } + Qb 6 1 1/2 1/8 fi I r z ` NOTES: t a . T 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. Manhole Cover Frame 5/8 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Min. Weight 14? Ibs SIDE ME S. DO NOT SCALE DRAWING. O IN SECTION NOTES: �, 6. THIS DRAWING 15 INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN ' \ N.T.S. A()FIBERGLASS DUST PAN REQUIRED 5 Manhole Riser PROFESSIONALS FOR PLANNING PURPOSES ONLY. U 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. (j)MANHOLE FRAMES & COVERS SHALL W FEE SET FLUSH WITH ADJACENT r fOADWAY/FACILITY GRADE (+/- 1/8"). COVERS SHALL NOT BE WARPED, ANY WARPED COVERS SMALL BE REPLACED. �+ BASIN �f 2017 ACHD REVISION 2017 ACHD REVISION MACHINE ALL MATCHING SURFACES. SQUARE CATCH BASIN U) 2017 ACHD REVISION FALL UNITS IN INCHES. 12'SQUARE CATCH BASIN•TYPICAL INSTALLATION FOR LgNpSL'APE APPLICATIONS IDAHO STANDARDS IDAHO STANDARDS KEYMMPONENT FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING IDAHO STANDARDS � W O CONSTRUCTION �B S ERVATI G N UV E�L D— �� CONSTRUCTION B S ERVAT G N VII E EL �- j FOR PUBLIC WORKS STANDARD MANHOLE FRAME, STANDARD DRAWINGS (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 (ACHD FOR ON COVER, AND RISER NO. SD-61 7 REVISION DATE E?-24-2015 � U -EM O LOSE TOP & 5FDES OF FOOK SAND/GW_ASE TRAP (ISFWC SOD-624) OR WITH NON WOVEN GE07EXTILE FABRIC 2 SEDIMENT W,4MHOLE (ISFWC 'SD-61 T) 1-FT MIN 71'P MIN TYP 11V DIA. HDPE OR PVC � 18' CIA. CORRUCATU) H DRE F IN{ ALLED WOH {`a•AM5ERS1 PERF A7ED EVER 2' RIW 3s ENOL06E 70P � 5TDB OF ROCK OR P1+� RIPE RE;RFQTED PER SHIP$, IF{�TIIE,L 111Q1+E1,1 $CFiE1DULE E3EL01Y OCIVEIR PER WIN NON WOVN FILTER FAFJC f� O O O O �7 oa I51'9ti+C SD-017 PERF �4T1`+Fd S HEp�II Ama DUN ROCKTO $$PAR,14T� Ski OO'£R � �TYP TREES & SHRUBS NOT 0 0 0 0 0 0 0 ARE NOT PEi�TTED RYATION OPTIONAL STORIAWATER STORAGE •-. , _ CHIP$.1- , i � O O O O O ON TOP IMF SEEPA� WELL CHWBEE'S, SHAPE & SIZE ,� ':;?• � ° � STORM � � BED VARY IRE'R MMUFACTURER f ': 18, 1. � O DRAIN O � ELEV _I { EE — _ -- `r*«� r • O O O O 00 O WO:'EN �EOTexTILE E T1'I'E EIS BOTTOr EAFFLE N,7rES _ _ v-HIPS AND 2- DRON FROG �r. • r L12' DOA HOPE ®O O O {+ c�+ rt rt • e U " 4 e a o `{,}�1+ERLA/P� C44 T N +AmD N/O�yI��I +�y r I OR E�'YiC O O SE r • t • rt r �$ - # f * + a 1'i'O1 bl �EOTEMTILE A MIN OF � + 2 IHATE 11 STG 1-F'F ON ALL P+ERFHTEI}ULF �I P: O St 2 OR A n 2#01,K OF CHIPS IBIELOW SEE a F#OTE 1 1 i ` +•M1. ' NATIVE L f x 2" wHE VARIES-'3EE 2" W�SHEEi 4 L r DSiAIN R PLAN SHEETS DRAjt4 F*CK y { 1.5-FT FLAN p 5" OF 181- SOLI T 1• ASTM C33 AaTM C33 ASTM C N.T.S.. . W to 1M�LLL PIERS: WFTrt 1,5-FT 6 FILTER SAND FPLTE-R SAND 4iIDTR '�+Ap;4 F1LtM 4' OF �' PIPE BEG`DINO �TFT PER PVU+I S,eN[� 15' FBI V411}rW {MIN,} NON DVM FILTER FAMG. OVEiT TRJ�NSIZ I 5-FF IN sp / MINEr1E,UM OF 1-FT TOP AMD BED NON-PERF17RA.TED El EVA70ON OPTIOPiAL CHAMBER STANDARD SIDES ONLY TO PERFORATED PIPE C*T�CN ECTII1 A- f11 - SECTION ------- I` NQT N.7. N.T.S. N.T.S. - 0195ERVAT10 WIDT+1 1- I3MP 1-4 0R YI:OEiATED PRETREATIaI�E�T i5 R1:0lIlI�E01. WELL �1 I � NE JOB #: 320-078.1 ?- TACT DES4N PROnSSI1) AL FOR SEEPAGE SEE) EEI REDES" IF GROUNDWATER IS C NTERED AS,NE �� ` & DATE: 2/09/2024 MAX HST ELEVr4TION4 ,3- ALL VOWLTS, MANHOLES, jk SAND AND OKASF TICS SK- L.L BE OR GREATER LOAD RAYED � � � �� $ DRAWN BY: KS 4, 'SMPA,GE &ED SI�Lt 81 51•IDWN ON i�T1i PLAN AND PROF" VL " _ _ �`� CHECKED BY: CS S. OPTIONAL CFGBd�IBERS PER E 'UF�ACTIJREi SPEC00AIIONS 6, ALL GE:OTESCTILIE SEAMS '.;Kkl OvEftAP 1 FOOt MINIWUM 7. EL PH >_ EFL 80 FOM PERFORATIOM IN 18' PERF PIPE f�8 I�+y 4 � NOTE: S. MWIMUIIA BED LENGTH Is 4DD-FT BETWEEN MANHOLES � A T8' PELF PEE 12" PEW PIPE SECTION A--A A 9, BEDYIICATT hI�J+ SHALL R€ H C4NST,b,I,1F � yylQ LASS SEE NOTE !1 TOP OF COLLAR TO BE FLUSH $0. WATERTIGK CONNECWN PEOLARED N.T.S. WITH MANHOLE CMER. CONSTRUCTION 11. HPGH FLOW E3YPP.SS PIPE ONLY NEEDED IF O100 VELOCITY -MWXPG" STRUCTU2IE 3 D.5 FPS z OR$EI2VAiIQN PERF ATPON $CHEDULE 3LB PER CY Of FIBER-RI_W-ORCED rZ(S CONCRETE MAY BE USED IN LIEU OF COVER NOTES; ACROSS STy?EE7 G} 'kELL OF I'ERF A GREffE PIPE. PI IN 'I�ALlPE. $ EA ON N LEGEND RERAR WITH ENGINEER'S APPROVAL, DRAWINGS F SEEPAGE BEDS OUTSIDE P1 BUC E��-IT-OF-WAY, IN $1D WITNIEW LK 1� , 8 EA ON 12" �1 #4 REBAR (2 EACH) SEE SECTIDN A-A). 1. A MIMMUM 1.5-Fr 0?VER FROM TOR OF 13E D TO FINCH @RADE IS REOUkRED #4 REB,W3 AT 20• SPACING. 7 FUf SEEPAGE BEDS IN nBLJC RIGHT-OF-WAY: �3 SCORES. — 1/$"-1/4- 1. A MiMMUM 1.0-.FT COVER FROM TOP OF BED TO PAVEMENT SLE�yRAIDE r5 REOLItRED - � � 15A.CKF I AI ILL OV51P BM lib SU DE WTYK 6r- � I,IIN 4LIS PITRLA4 I RIM. --YwDVZI4 GE OTCXTILE FABRIC RE CORED OVER TOP OF OED I --TOIL -or BCD UNDER SaDEwAv SHALL $E FAIN 1.0-F7 snow PAvEMENT sVB ,OE PLAN S FRAME AND COVER PER SU-617, 2. IF < I.0-rT OOXR FROMOf EKED TOP O TO SUSGRU ,_ANGLIIUW J' TO 2" ROCK IS REOI,�KP WITH )E35ER'ti,'14310fd Wes; 2 REQUIRED PET? QED N.T.S. CI SEE "DETAIL A" FOR REBAR IN COLLAR, 6„ MIN1q�UM 501 SIEH�JE FI TURW FAKE IN PLACE OF 2' DRAIN c)QK. (�) FINISHED GRADE. 3_ FUU ROAVIN4Y AEQ=N IS nQUIRED OVER SEEPAOC DECG, SEEP E E3E:!Dc5 SHAD NOT EVENCI ABOVE RFOUiREFZNTS FOR FAfiiLIT1ES IN R40HT-OF-WAY 2" (MIN.) C0.2 ,SI,JE f (S SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. 4, THE DE N PR N�AL I_ LEL1r R€SPOe+ BLE FOR A*S ING THE BEARING RE 7 OF TIE 1. IBEP i5 tDbTED TO ARFA WITHIN 15 -rT OF CURE F UN✓pER ROADW�4Y, � cR�Ur BETWEEN RING AND cOvER AN9 GRAnE RINGS. SUOMkDE SOLS PETERMIMNC THE DEPTil OF FOUNDATION STONE 2. NO TER THAN 1 C-FEET W4 DEPTH TO THE DQ7T Cf TK ate; 3, MAY KOT EXTEND OUw:TSIDE OF THE R�HT-CIF-NIIkY (MAY'ROT ENCKftH ON PR EAS VATE LOT IN AN EMENT); 10 FRiBILLATeD POLYPRCFPYLENE FOER (1 1/2 LBS. PER Cif) DETAIL A NOTES AND SEE 13E� 20 SHEET 2 OF .3 FOR Ar-EFi�d NAL NOTES MAY BE USED IN LIEU or #4 RESAR IN CONCRETE uOLLARS. N.T.S. 2017 SEEPAGE BED WITH STANDARD DIR4WANa 2017 4SEEPAGE BED WITH STANDARD DRkAI1WC 2017 ACHD REVISION DETAILS ACHD $TQRMWATER DE31GN ACHD $TO1iAMATER DE$1r;.H OPTIONAL I K rAI CHAMBERS Ej Q IDAHO STANDARDS STANDARD DRAWING OVIDEIUNES O PTI NAL C HAM BE 1 B I P GUIDELTNI� I V LL7 FOR PUBLIC WORKS MANHOLE COLLAR ND. SHEET 1 OF a CONSTRUCTION S D — 61 FD ACHD SUPPLEMENT) Lnco c � o c ASPHALTIC CONCRETE 2.5" ASPHALTIC N RETE ZT F. 7 CRUSHED AGGREGATE BASE 4 CRUSHED AGGREGATE BASE 8 vo v � v^ \ s a v Z \ Ro c WI O�0� STRUCTURA%SUBBASE / 4" / STRUCTURAL SSUBBAE / 14zl \ \ \ - EXISTING SOIL SUBGRADE \\ \\ \\ \\ \\ \\ EXISTING SOIL SUBGRADE \\ \\ \\ 30' CROWN TAPER (MIN.) NOTES: 1. REFER TO ISPWC SECTION-800 AND THE "GEOTECHNICAL INVESTIGATION NOTES: 1 B \ FOR ELM GROVE COTTAGES" PREPARED BY ATLAS TECHNICAL 1. REFER TO ISPWC SECTION-800 AND THE "GEOTECHNICAL INVESTIGATION j. G �p �\CE CENSFp 'LF CONSULTANTS, LLC DATED JULY 7, 2021 FOR ADDITIONAL INFORMATION FOR ELM GROVE COTTAGES" PREPARED BY ATLAS TECHNICAL D 2 0T7F0 AND INSTALLATION RECOMMENDATIONS. CONSULTANTS, LLC DATED JULY 7, 2021 FOR ADDITIONAL INFORMATION 27 AND INSTALLATION RECOMMENDATIONS. 3 C §Tpvq N T RESIDENTIAL ROADWAY DETAIL (PRIVATE) csTgTE �oP� NOT TO SCALE COLLECTOR ROADWAY DETAIL (PUBLIC) o P� NOT TO SCALE 3 B Ry SCH� D MONOLITHIC POUR CONCRETE 1 PER SECTION-703. EXPANSION JOINT AT POINTS OF RADII TERMINAL.O3 3'-0" PERSPECTIVE z 4'-0" O FS R1/2"FS 2'-0" 2'-0" SLOPE PER PLAN 1 5 SLOPE PER PLAN V J co > j� 0 FLd a j g Q z j LEGEND: 4 � � W //\\ 10 6" OF 3/4" MINUS CRUSHED �JJ AGGREGATE BASE MINIMUM. /_\ � 2 CONCRETE. 95% COMPACTION 3 4" CRUSHED 6 j 0 1/2" EXPANSION JOINT. AGGREGATE BASE \/\� O TYPICAL SECTION U NOTES: \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ W T GRADE OF GUTTER MINIMUM 0.4%. © FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. V W NOTES: © FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. Z 1. REFER TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION OD PAY LIMITS FOR VALLEY GUTTER. O (ACHD SUPPLEMENT) STANDARD DRAWING SD-708 FOR =` ADDITIONAL INFORMATION AND RECOMMENDATIONS. O C MODIFIED VALLEY GUTTER 2017 ACHD REVISION U U F NOT TO SCALE ORIDA P B STANDARDS STANDARD DRAWING D CONSTRUCTION VALLEYVALLEY GUTTER (ACHD SUPPLEMENT) N0 S D — 7 0 8 W ct Q QV, LENGTH & WIDTH MIN 6' WIDE PED XING: a' PAIN. z z VARIES PER 35-FT MAX SPACING IN HIGH i x DESIG VOLUME PED AREAS, PAVED 1 W O SURFACE SPAC NG OTHER AREAS, FT MAX AREAS, ' STANDARD CURB. _ -- -- ---- - F 4P 19 ( , CURB/EDGE RESTRAINT PAVEMENT/GRASS/MULCH 1 :1 ,¢ 1 =i �•/ A SURFACE OPTION r J, 4- THICX CONCRETE O ` • :�� L— -- 2" OF 114- M111U5 CRUSHM BASE SEE NOTE Cl' MATERIAL AS PER 8SECTIONir $TAF:p kR' CURD . 4" CURB BREAK @ 2' -SIDEWALK- RAMP SECTION AND curTER 12' ON CENTER, BACK SIDE ONLY 4' lAIN. c�� P� w w H w v w w w w � � 41 � T,757 3 C05% W IV W W W BIORETENTION 6' W W W ,L SIDEWALK MAYBE NCN-CONTINU0US. SIDEWAL+S 15 NON-CONTINUGUS. n w w 3'r 4u W W W W PLANTER W W W ,L 41 Iq w I w w w w w w w w w w w w =SEE NOTEL q • 8" C900 PIPE dl. 7' a' L—T „ 5" THICK CONCRETE ^•+. PER ISPWC SD-715A i2;v 12 4" OF 3/4" M1H1.15 CRUSHED BA$€ *#4' RAOCUS Tl UATERIAL AS PER SECTION-800, eh 1 ANDciR UIxE� � 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 12" 4' MIN, NOT USED OPENING INLET 1 75% # 0.257 SD STORM DRAIN TRUNK LINE 8' STANDARD CURB_ 6" STANDARD CURB. _ **THIS RATNUS MUST BE INCLUDED FOR t � � 3.1 RAMP TO BE CONSTRUCTED CCME'CTLY_ , — - O TYPE "CSI TYPE "C4" x> ir THICK :GM=RETE PLAN 15' RADIUS MINIMUM 15' RADIUS MINIMUM � SURFACE REPAIR L 2' 4F 3f4' fAINu5 0R115NEd BASE N.T.S. MATMAL AS PER SECTIQN-804, L 6" STANDARD CURB ti WIDTH VARIES NOTES, AND GUTTER WITH DEPTH THIS TOPE OF RAWP MAY BE USE6 FOR LARGE C06IM RCIAL APPROACHES WHERE THE STANLARD WNGR�ETE APPROACH J5 NOT REDUIRED, THESE ALSO MAY BE USED FOR ALLEY AND PRIVATE STREET APPROACHn WHET: VARiF$ 12 d' MIN, 12' A. THE $3DE 1W'AUK r5 NOT REOUIRED TO C0NTINUE AROUND THE RADIUS 1S B, A SEOMD RAMP IS NOT REQUIRED TO MO+�E PEOESTRiANS ACROSS T11E PRIh1ARY STREET, #''1O' 1.75X # 0,25X �11 OPTIONAL � � NE JOB #: 320-078.1 OVERFLOW TO O - B CURB ON THE RADIUS MUST BE A3" STANDARD CURB f0f2 SHOIMI DIhAEHSIGNS, f} STORM DRAIN 24 = x==- 4 DATE: 2/09/2024 BIORETENTION CURB/EDGE RESTRAINT PER ISPWC ALL RAMP SURFACES MUST CONFORM TO ADA RDQUIREMENM ..... DRAWN BY: KS NOT USED SD-701A, 4" CURB BREAK AT !�+ 5` THICK CONCRETE SOIL MEDIA THIS TYPE OF CORNER MUST HAVE A SINGLE RAMP TURNED PARALLEL TO THE PRIMARY STREET, CHECKED BY: CS SIDEWALK @ 2' O.C. FOR DRAINAGE SURFACE REPAIR DEPT CORNER RADIUS 15 T5' AS A MINIMUM. 4` OF 3f4' MINUS CRLFSHE113 SASE VARIES �„ THE DISTRICT MAY REQUIRED LARGER RADIUS SIZES WHERE LARGER VEHICLE TURNING IS EXFE=. MATER!Ai- A5 PER SECN^800_ —SIDEWALK 52`o SLOPE 3' ROLkE[) CURB 71U ? T4E RAMP THROAT WDTH MUST BE 4 FEET MEASURM PERPENDICULAR TO THE 7 FOOT THROAT SIDE_ AND GUTTER, VARIES THE RAMP THROAT DEPTH MUST BE 7 FEAT MEASURED FROM THE FACE THE CURB TO THE BACK OF THE APPROACH. NOTES; CONSTRUCTION T}2F 7 FOOT SIDE OF THE RAMP THROAT MUST BE PARALLEL WITH THE EYPECTED PATH OF 'HE PEDESTRIAN AND NOT #4 DEFORMED BAR, 9" MIN PERPENDICULAR TO THE CURS FOR EXAMPLE; PARALLEL WITH THE CROSS WALK STRIPES, THE STOP BAIT, OR THE PRIMARY 0 14CAT10N GRADE AND W1DT1I TO 8E E$TAEUSHEP OR APPROVED Ely THE pYRJET2, EMBED MIN 1 1/2" 0� SLOPE ( STREET CLIRIK -BASE TO BE COMPAOT'ED TO FXCF D 95% OF STANDARD DENSITY, DRAWINGS COVER @ 1.5' O.C. (TYP) 4" OF 3q" MINUS THE RAMP WING h4UST OE 6 FEET MEASURInQ AT THE CURS FAQ FOR 9,' STANDARD OUR& � SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% f 0.25% UNLESS 0THERWEL SPECIEIEd CRUSHED AGGREGATE, EXTEND THE 'WNG AWAY FROM THE ROAD IS ELIMINATED AND R£PL•ACED WITH A WING SUBSTITUTE THAT r5 4 INCHES 1 Gw AT THE gr THE OWNER. SUBGRADE FACE OF TI•IE STM CARD CURB AND 0 INCHES I-HGH AT THE BACK OF TIE RAMP AND POURED MOIIOUTI-IICALLV W H THE 0 0 0 0 0 0 0 0 0 0.5-FT BEHIND CURB (TYP) RAMP. p0 SCORE At iN'IERVALS TO MATCH WIDTH OF WALK NDt TO EXCEED 5 FEET SPACING, IN 901M THE 8" PIPE TYP 30 MIL LINER ALL ROP5 MUST HAVE A 1,EINWM 4 FOOT K 4 FOOT LANDING OFEHIND THEM FOR PEBESTRIAVS, LONOaTUDINAL AND TRANSVERSE 0IRECTION FOP? SIDEWALK GREATER THAN 5 FEET IN WIDTH, 0 0 0 0 0 l MAX HSGW Q 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERkIINUS POINTS FOR CURVE AND MERE ELEVATION (D ALL GCA,ICRETE A0,.0NWG THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5 1Na4ES TH U< 111TH 4 itJCHES OF 3/4 SIDEWALK 4S PLACED BETWEEN Two PERMANENT FOUNDATI0NS CP ADJACENT TO A STRUCTURE.8" SOLID WALL SDR 35 PVC INCH AGGREGATE SAFE. PLACE I/Z' EXPANSION JOINT MATERIAL ALCNG THE BACK OF WALK THE FULL LENGII-L 2 EA 45" BENDS (TYP) RAMP CROSS SLOPE TO aE t.75X# Q-2F?X DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE 0WR 4' OF 3/4' NATIVE MATERIAL OR MINUS CRUSHIEa BASE. C0.3 OPTIONAL GRAVEL LAYER WITH CHOKER SECTION A-A FOR ADDITIONAL STORAGE SEE NOTES 5E[)EWALK CONSTRUCTION JOINTS SHALL BE CGNSTRUCTED APPROXIMATELY a' WIEIE, J" IN DEPTH AND BMP 31, SHT 2 OF 2 f1NCSHED AND EDGED WGUTH_ A PREFORME[) JOINT EXPAKSI.3N JT FILLER SHALL BE PLACE[) FVFi?Y 40, NOTES: N.T.S. FOR NEW S1DEW+tALK C0NSTRUCTI0N. 1. SEE NOTES ON BMP 30, SHEET 2 OF 3 ALL CON{IRETE SHALL 8E CLASS 30DO PER 5ECMN-70� UNLESS NOtED 0THFRVSF_. NOTES AND 2. IRRIGATION TO BE DESIGNED FOR SPECIFIC APPLICATION 2020 2ozo 2017 B I 0 R ET E N T I 0 N PLANTER STANDARD DRAWING lDANa STANJ)ARI)S PEDESTRIAN RAMP TYPE 'a C„ STAN€]ARO DRAWING IDAHO STANDARDS CONCRETE STANDARD DRAWING DETAILS ACHD SG°RMWATER GUIDELINES DESIGN BMP 31 FOCONSTRUCT Na. FOR CONR PUBLIC STRUCTION FOR NEW S�— � � CONSTRUCTION DEVELOP ENT PUBLIC WORKS SIDEWALK N�. SD - 709 SHEET 1 OF 2 Lnco c � o c V f0 CONSTRUCTION NOTES �J oJ M J O1 INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-701. 604 O2 INSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-708. M m N oo 0 6os O3 INSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL TO THE ISPWC SD-709. f v Ln L` C5 � o0 602 ® INSTALL CONCRETE DRIVEWY APPROACH PER ACHD SUPLIMENTAL TO THE ISPWC SD-710C. v� rn In 00 + N o - + -,� o � o N o 601 O5 INSTALL PEDESTRIAN RAMP TYPE A FOR NEW DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER ISPWC .gig v o r 00 + o 00 L oo V o SD-712A AND ACHD SUPPLIMENT TO THE ISPWC SD-712. 260 -Q rn PROPOSED rn + 0 2600 Z o m W ~ `o � N -TOP OF CURB c6 N N + o © INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET C0.3 FOR _ N N 1.48� 1.2690- N Q rn - PROPOSED N 00 o � COLLECTOR ROADWAYS. N Q rn- DRIVEWAY r � + L` ')- a rn r) o + N O7 INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET CO.3 FOR U) N_APPROACH L0 M � cn N 597 RESIDENTAIL ROADWAYS. Lo CONNECT TO N N L ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. CONTRACTOR SHALL POTHOLE TO VERIFY PIPE PROP FINISHED SURFACE EX SURFACE EXISTING WATER N 596 TYPE, SIZE,HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT MAIN 1 595 THE CITY PROJECT ENGINEER TO OBSERVE THE CONNECTION. 594 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS PER ISPWC SD-403 AND SD-406. - CONNECT TO EXISTING WATER MAIN s 11 EXISTING FIRE HYDRANT TO BE RELOCATED. SS\ONAL 8" PVC WATER MAIN 6" FIRE SERVICE TO HYDRANT 592 12 INSTALL STANDARD IRRIGATION BOX PER ACHD SUPLIMENTAL TO THE ISPWC SD-619. CONTRACTOR TO VERIFY _ 591 EXISTING PIPE TYPE, SIZE, HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OT 25 13 INSTALL GRAVITY IRRIGATION PIPE AND BACKFILL PER ISPWC SD-301. REFER TO GRAVITY IRRIGATION DATA 259 90 �R�pqT10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 TABLE THIS SHEET FOR ADDITIONAL INFORMATION. 17 INSTALL 5' CURB TERMINUS TRANSITION PER ISPWC SD-707. STgTE OF\13 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 2598.33TC 2594.19TC 41 INSTALL STORM DRAIN LINE AND BACKFILL PER ISPWC SD-301 REFER TO STROM DRAIN DATA TABLE ON O T �� 2598.08FS 1420 NE 2 AND A HALF ST 303 E GRUBER AVE 2593.94FS SHEET 4.0 FOR ADDITIONAL INFORMATION. 2598.25TC 276 E BADLEY AVE PIERCE REVOCABLE ROXANNE BEACH z5y4.��, 42 CONNECT TO PROPOSED GRAVITTY IRRIGATION BOX. 2598.00FS R1366010065 r N-30X18 22 \ s 12 R1366010065 R1366010070 ' 25f 44 INSTALL BIORETENTION PLANTER PER ACHD BMP 31. REFER TO SHEET C0.3 FOR ADDITIONAL INFORMATION. W JOHN HERMAN / QQ cBr 47 INSTALL SHALLOW INLET ATTACHED WALK PER ACHD SD-715A. INSTALL 8" C900 PVC PIPE AT 2% SLOPE TO 3 2594.59TC BIORETENTION PLANTER. Q z ❑ 5 2597.82FS RAW X 3 X N 3 2594.19FS �> �J,J 2597.80TC ° , 2596.26FS e N Raw 2595.66FS- 2594.772 W' 48 INSTALL MUTCD R1-1 "STOP" SIGN AND STREET NAME SIGNS ON TYPE E-1 POST PER ISPWC SD-1130. m W 2597.30FS ,2598.09FS ° p -x p ° 44� g r ,p ° 2594.97FS e 5 m W cD p .O p° ° n ° n p n ° °Q p ° p n ° ° 2597.32FS e ° 2598.09FS ° e U' ° p ° 2596.19FS < ° p cn 44 ° 2595.06FS , / N ^ 0 ° ° ° e p p° ° ° p ¢ ° V) 2595.59FS ° 1A 2594.47FS CJ J Q 2597.83TC 2598.26TC , t �. e 2594.56FS ° 19 2597.33FS 2597.76FS'. `< 90 f •,f F 2597.30FS 2595.69FS 2595.44FS. 2595.19TC m 20 / 2594.31 W 2597.40F5 2597.55FS t t t t "' '< t t t p 2594.69FS tJ J v 11 2597.33TC 2595.87TC 2594.86TC W 2 1 1 2596.27TC 4 2 5 2594.36FS W r O 2S `,� 2596.83FS 2s9 4 2595.77FS�2 2595.37FS 1 4 S9S �, r� Q N 10 13 _ 98 _ + S96 6 N 2595.19TC V W 2598.18FS 2598.17FS 39 6 - 6 -T -2596.61 - O0 - 39 =�- - 1 2594.69FS 8 10 0 2598.11 FS 2596.18FS 2594.61.5 FS z 5 2597.83TC 1 2597.33TC 2596.75TC W 2594.58FS 2597.83TC W 4 2596.19TC2595.94TC 1 4 Q O 2597.50FS 2595.69FS 2595.44FS 2595.02TC- 8 10 2596.83FS 2596.25FS 5 12597.50FS w 2597.83TC `<` '<' ;EXISTING ROW `< <`.`. .` '<'•'.` ZZ 2594.52FS 2597.83FS•' oo'FFF 11 X 2597.50FS .t. .2597.32FS.'. -°�8'17"E` c` - -- 2596.12FS 259E5.98FS, f 17 2597.51 FS 2597.90FS ° ° - rn .'. ' U U `n 7.4 cn s s 2596.64FS 2596.59FS p e ° 2595.50TC19 -RAW rn 2595.50FS 2597.95RIM 3 2S9 44 3 2596.17FS 2596.07FS R W 44 cry 2595.25 55FOS S o 5 12 2591.391E 40 8 PROPOSED ROW 40 a 40 3 2596 W Q 2595.19FS 48 Q 2597.84TC - _, s95, 3 2597 N 12 2595.20RIM 25 97.31 FS 2597.92RIM 2590.691E q 12 4 2591.441E c 2599 - - � - -- ° 2598 �" z z 2597.28TG 7- - -� x 2591.751E -- - I W O O 3RD STREET SCALE: 1"=20' TREES AND EXISTING ROW PLANTING PER STO P1 LANDSCAPE PLAN R/W R/W 1 37 29 I ROW DEDICATION R1-1 q 15.0' 15.0' 6 PROJECT SITE 5" CONCRETE SIDEWALK 4 10 8t 2 13 13 2 8 5 1 S/W PARKWAY TRAVEL LANE i TRAVEL LANE PARKWAY S7 I 5" CONCRETE SIDEWALK SIGN LEGEND o 2.0% 2.0% 3.5" SP-3 4" MIX AND o PG-64-28 PAVEMENT 4" OF " MINUS CRUSHED „ it' MINUS CRUSHED ,> 4" OF 4 AGGREGATE BASE 4 MINUS AGGREGATE BASE COMPACTED CRUSHED STANDARD 6" CURB NE JOB #: 320-078.1 STANDARD 6" CURB AGGREGATE BASE TYPE 1 & GUTTER DATE: 2/09/2024 & GUTTER 14" OF 6" MINUS UNCRUSHED DRAWN BY: KS AGGREGATE SUBBASE CHECKED BY: CS TYPICAL ROAD SECTION: E 3RD. STREET (66' RIGHT-OF-WAY) CONSTRUCTION NOT TO SCALE DRAWINGS clo 20 0 20 40 60 80 ROADWAY PLAN AND PROFILE SCALE 1" = 20' Lnco c � o c V f0 O 2604 -� O D U O " � � N H N~ a ~m s5o939 ~ O aD 0 O NIA Cm O N J r- F 0 O 0 ~ H H H M sozL N ~ O o0 O U U OUOu O + O O ± O Ln O + O M00 00 O oo + o - co Q o PROPOSED FINISHED SURFACE + +Q +; m L � a rN + a TOP OF CURB rn AT CENTERLINE I N 0260 n N U) N H r w� 6 Cn PROPOSEDnN (nN N N ,N � N Q Q, r- TOP OF Lo NN � N (nN (nN TOP OF CURB c~nN 00 598 - N to YI PROPOSEDL)� 597 o m W TOP OF CURB PROPOSED 8" -N- 596 WATER MAIN PROPOSED 8" PROPOSED PROPOSED- WATER595 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% 593 592 FLOW LINE PROPOSED 8" u, WATER MAIN 259 1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+5590 pFFSS\�.\CENS ONAL � Fp F BADLEY AVE PROFILE OTfO HORZ SCALE: 1" = 20' C pq VERT SCALE: 1" = 4' STgIEpF��F�O ° o ° I ' 48 4O ° I I I � � 1 / V n -2595.s7 5 2597.92RIM / 2597.32 j, 2591.441E �� 2597.32RIM 48 24 - soM - I i 5 0 5 41 15Pu� 2591.871E 2696 2;73(0 TC� ° ; 2597.93 FS 3 �PI _ 3 3 5 5 15 1 2FS ° a 2597.46 FS ° a 1 2597.88 TC ° SD _ _ a SD _ SD 25 25 7 S 3 41 SO ° 4 ° 2597.38 FS, ° o ° a cn ° ° ° ° ° a " ° v, ° a°AL ° C� -� ..a ° -l - I ° - ° ° e n � ° ° Ui� QJ° Z 2597.1 ; s24o2592.221E _ ss.2o2597.90 TC77� 1 2 U 1 CBN-LIP 2597.71 FS 18 0 1 1 - 2597.40 FS 19 2597.22 FS 2597.07 FS �, 2596.93 FS 18 2596.93TG 19 2596.59 FS 2 18 2596.93TG .20TG ♦^ 2597.91 TC 19 u,�� 2597.28TG 2592.001E zss7 2592.401E (2592.461E) 10+00 2597.41 FS 2597.90 FS 11+00 U o cn w _2591.751E i 12 0 - -- 13+00 1400 z0 > + W O w -- - -- - � - - _ °° F i25g8/ � BADLEY AVE ~ � � X - � - Z 17� � w + w O co �_ w 19 I I Z - U 2596.13TG M w Q J Q (2593.021E) 9' W I..L cn w Q CE 2E D co x I =!597 w Cn U w Z w r 0 Z �S 0 w Q Q cl) z BADLEY AVE Q 0 I - SCALE: 1"=20' 0 CL U U w D Q or Q U) z z w 0 � U 0 CONSTRUCTION NOTES O1 INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-701. EXISTING CONDITIONS TO REMAIN 4' ( INSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC SD-708. � R/W R/W ( 3) INSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL TO THE ISPWC 25' 25' I SD-709. L`'� PROJECT SITE h 20.0 � 20.0 I z � O5 INSTALL PEDESTRIAN RAMP TYPE A FOR NEW DEVELOPMENT WITH � ' J DETECTABLE WARNING STRIPS PER ISPWC SD-712A AND ACHD q 5' 2' 18' I 18' 1 2 5' I 5" CONCRETE SIDEWALK SUPPLIMENT TO THE ISPWC SD-712. 5" CONCRETE SIDEWALK S/W TRAVEL LANE i TRAVEL LANE 1 Q S/W 15 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC SD-611. 2.0% i 2.0% 1 U 18 INSTALL CURB OPENING INLET PER ACHD SUPPLEMENT TO THE ISPWC SD-716. o 19 SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301, Co 4" OF 4" MINUS CRUSHED 4" OF MINUS CRUSHED ISPWC/ACHD SD-303 AND ISPWC/ACHD SD-806. NEW PAVEMENT TO W AGGREGATE BASE AGGREGATE BASE MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT r� STANDARD 6" CONDITIONS, WHICHEVER IS GREATER. STANDARD 3" CURB & GUTTER 41 INSTALL STORM DRAIN LINE AND BACKFILL PER ISPWC SD-301 REFER TO ROLLED CURB STROM DRAIN DATA TABLE ON SHEET 4.0 FOR ADDITIONAL INFORMATION. & GUTTER SAWCUT PAVEMENT SECTION 42 TO MATCH EXISTING CONNECT TO PROPOSED GRAVITTY IRRIGATION BOX. NE JOB #: 320-078.1 PAVEMENT SECTION 48 INSTALL MUTCD R1-1 "STOP" SIGN AND STREET NAME SIGNS ON TYPE DATE: 2/09/2024 E-1 POST PER ISPWC SD-1130. DRAWN BY: KS TYPICAL ROAD SECTION: E BADLEY AVE. CHECKED BY: CS (50' 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 co E L MATCH EXISTING ROADWAY--,,,,. 7OINSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT 00 AND DETAIL ON SHEET C0.3 FOR RESIDENTAIL ROADWAYS. o 35 INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. IX J 36 INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 AND DETAIL ON SHEET CO.3. REFER TO WIDENING DETAIL FOR PEDESTIRAN CROSSINGS. 2595.10EG �' 37 INSTALL 6"VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A. N o �o X - -X 38 INSTALL 6" ASPHALT BERM. N �o x Im R 43 INSTALL DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC a G E G R EG SD-712. Z o m W 2594.83FS 2596.73TG 2596.16FS 38 2595.89FS 2595.64FS 38 10.0' 10.0' D 2595.75 EXISTING MOBILE \ HOME PARK TRAVEL LANE PROJECT SITE PROPOSED 6" 210% S\ONAL FN 7 ASPHALT BERM �pF�`S 7 N O I /��O V2595.23FS 2597.13FS 2596.56FS 2596.28FS 2596.04FS 25 .1 PG-64-28 PAVEMENT 14" OF 6" MINUS UNCRUSHED C GB _ 4" OF MINUS AGGREGATE SUBBASE STgTE��OP Y 1 COMPACTED CRUSHED GOR p,G� W AGGREGATE BASE TYPE 1 SoA o f 2598.27FS 2598.45FS 2598.1 OFS g LP 2597.65FS 20 7T 2598.36FS TYPICAL PRIVATE DRIVE LANE ROAD SECTION 11.96 62.04 5.0% 22.1 GB 20.77' 2.5% 2598.51 FS 62.00 (20' WIDE) Z ivIF 2597.85FS NOT TO SCALE 0 N N 2597.52TG 2091:1 LOT: 18 O P-6 LOTS 2 2 (D �9A N 2598.51 GE Q z n 2g 3 LIVING W � L I V I 12598.6613E 2598.4513E co s \ ° 7 GARAGE A R (7 E \ 25s2, 3 2599.06FF 5 ti6 21' � 2598.7313E �^ VJ A 2598.90TC , AMA °n' 259 2598.60TC 2598.40FS N cn 2598.10FS �i2.01 W T O rn 2598.25FS 2598.91 TC N 2598.41 FS LOT: 17 0 62.04' .-F2598.51 GF 2599.05FF O 2598.35FS 2598.72GF z GARA LIVIN w T Q 0 o p- 0 LOT 3 7 N � 96 4 = ul N 5775 SQ FT U U Z 2598.59GF �, too d (,� W 0 co LIVING GARAGE N ~ _ O Q - 36 3 ® c U m 2599.16FF 1.0% cr 12598 83GF % ° 2598.96TC w 0 97 Z 2598.46FS W Q �+, ci 2598.68TC o z z 7576 SQ FT N 2598.39FS 2598.18FS M 2598.96TC = (n 62.00' � v ° 2598.46FS N N 0 0 a LOTS 4 BLOT: 16 U 2598.60GF 2599.15FF 0 0 2599.13FF 2598.59GF 2598.82GF LwL O 60 L I V511W Il F GARAG t - GARAGE E ui a: 0') 451 7 LIVING 0 0 N 1613SQFT 1.0% N 1.0% -`t P-6 � � N 0 2598.43FS HP 2598.09FS 3 pq 62.04' O 3 3% GB 2599.01 2598.51 FS 2598.74TC � h 2598.48FS 2598.96FL 2598.24FS N ^'-- 62.00' q 2595 2599.02TC `� LOTS 5 � j 2598.52FS LOTS 1 0 2598 8813E 2598.6713Eg IB N LIVING GARAGE e QLO 7 z "' N a EFER TO SHEET 4.0 FOR q� P-2 M 1.0% STORMWATER INFORMATION � 7 O O 35 43 N 36 43 )��O O O NE JOB #: 320-078.1 2598.87FS -2598.45FS D D 5 DATE: 2/09/2024 DRAWN BY: KS •1 4' 2598.64FS CHECKED BY: CS 62.04' ;e��=� 2597. 08 FS a b� 2598.87FS ;ei Lo 2597.75TG v v a 2598.08FS 19.07' dLo v 34 2598.49FS 2598.66FS- Q Q 4032 SQ FT % CONSTRUCTION a v Ig o I 5% LP 2597.88FS DRAWINGS momoff- MATCH LINE SHEET C2.2 I� C2.0 GRADING PLAN 10 0 10 20 30 40 SCALE 1 " = 10' MATCH EXISTING ROADWAY Ln 358.47' CONSTRUCTION NOTES 0 � V fa0 O7 INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND DETAIL ON SHEET CO.3 FOR RESIDENTAIL ROADWAYS. 2595.50FS o 35 INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. mo ~ 36 INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 AND DETAIL ON SHEET C0.3. REFER TO WIDENING DETAIL FOR r M C� PEDESTIRAN CROSSINGS. �� 38 INSTALL 6" ASPHALT BERM. �o 2595.11 TG LP tA N 0 43 INSTALL DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC SD-712. to �o 2596.15FS Z o c O 00 W C 2 tJ 100 17879 SQ FT 7 � f N 2595.51 FS 2598.50FS 2596.58FS GB 2597.54FS, �SS\pNAL FN�� 596 �pF \GENS� 'I'F 2597 V V 1 O I /f7o f CT a W 2598.15FS 2597.77FS LP_�2598.51 FS `'�RyE OF 0 G� 2598.45FS 61.30 15.40' REFER TO SHEET 4.0 FOR 62.02' � 16.68' STORMWATER INFORMATION23 9' GB 61.30' 16.68' 4.2% -2598.16FS 5.0% y - - 2597.64TG LOT: 21 LOT: 36 Z 35 P-6 S o O N 4 n 2598.51 GF 2599.06FF o co L I V 112598.67GF 2598.45GF 2598.73GF J G N GARAG 36 GARAGE P-5 / 1.0% � Z ly 2598.31 FS O 2598.42FS LOTS 352598.51 GE 2599.05FF U 2598.72GF � � T O GARAGE °' LOTS 22 7 449' 'V I N N d 0 0 "' 0O 1594 SQ FT N � 00 538Y SU�-T (6 1_0% N 2599.15FF 2598.58GF P-4 Q z rn L I V I iv 2598.82GF GARAG L ° 2598.44FS J d Q a O Z Q P-3 1.0% 00. CVd 2598.46FS r' d° r 1 J / 1 61.30' `J V 00 f � w 2598.20FL ° Q � LOT: 23 2598.51 FS 2598.50FS LOTS 34 ~ � C �� Q Cn 2599.15FF 2598.58GF -- - A d 2598.82GF 1.6% GB 1.8%N 2598.59GF 2599.13FF - z z �1 � ° LIVING GARAGE o rn HP 2598.32FS 9 80GFI MP-4 GARAGE 0« 8V I N G W O 1.0% U d 1.0% O 36 a 4 rn N ® 2598.47FS 0. 4 42.76' 2598.89FS ° -2598.49FS Q 61.30' u� A 35 d 35 LOT: 1 LOT: 33 4 7 d 2598.73GF 2599.30FF °a ° � 2598.97GF q fe GARAGE LIVING 1.0% AMA � o v 2597.80 REFER TO SHEET 4.0 FOR LOTS 32 STORMWATER INFORMATION d 2598.73GF 2599.30FF 1 25+98.97GF NE v Q - /�Q Q 2598.71 FS 2598.48FS GARAGE LIVING DATE B # 2/09/202 2597.85TG 4 RAWN BY: KS a a° 2597.80 DHECKED BY: CS -� �� 2.5%g - GB 5% 1.0% 2597.80 = 2597 80 O rn SQ FT LP 2597.9-7�FS 2597.80 15554 SQ FT = 5 7 0 CONSTRUCTION v 4 18.68' 61.30' 42.62' DRAWINGS � d d d 43 S 36 2598.79FS N, 18.69' 110 d4 4 1 a d 5360 SQ FT d P ,9 P P I2598.53FS - 18.69 P IB 2598.81 FS r� co ` o a ° 2598.61 FS I� C2.1 MATCH LINE GRADING PLAN '° 0 '° 20 30 40 SHEET C2.3 SCALE 1 " = 10' MATCH LINE SHEET C2.0 co E L V f0 CONSTRUCTION NOTES N r 19.07 III a, 10237SQFT � 1OINSTALL 6" VERTICAL CURB AND GUTTER PER ACHD cm 00 SUPLIMENTAL TO THE ISPWC SD-701. M LOTS 7 2OINSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO a 0 vi V N THE ISPWC SD-708. o � 3OINSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL N �0 7 S co 2599.41 FF 2598.84GF TO THE ISPWC SD-709. N N LIVING GARAGE N O " " Z �m W 5 INSTALL PEDESTRIAN RAMP TYPE A FOR NEW ° DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER ISPWC SD-712A AND ACHD SUPPLIMENT TO THE ISPWC p- 11.0% 36 a SD-712. rn 7OINSTALL ASPHALT PAVEMENT SECTION PER 7 0 2598.82FS GEOTECHNICAL REPORT AND DETAIL ON SHEET C0.3 69 ' 2598.67FS FOR RESIDENTAIL ROADWAYS. N� a 35 INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. LOT: 8 ° 36 INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 NAL 2599.41 FF 2598.84GF AND DETAIL ON SHEET C0.3. REFER TO WIDENING �ASS o FOc/F DETAIL FOR PEDESTIRAN CROSSINGS. F \CENS N L 2599.08 FF GARAGE Lo LOT: 1 OTUFO P-3 " T " C 1.0% N 2598.85FS 2598.90FS 01 t 41.64' 35 `rTgTE OF\OPT 19.34' 60.97' CRY SCHRPG� HP 2598.68FS 2598.84FS 25 8.88FS ° GB LOT: 14 0 Z 1.5% 2.0% O z LL 0 LOT: 9 �5I 2598.56FL 444 O eo p ao 2101 SQ FT Cn _ co " co L2599.46FF 2598.92GF 2598.98GF 2599.53FF 2599.20GFJ G w O � N L I V I N C72599.13GF GARA E N °- w w M s� M 7 GARAGE P-5 = Z N z T 1.0% w M m w � � 1.0% ZCV 0 � JU � 36 =60.97' D V w w O 71LOT: 13 w (n U 0 `� 2598.98GF 2599.53FF 3.0% 00 w r O 2599.20GF� 2598.88FS 2598.83FS GARAGE L I V I N 0 w 10LOT: 10 ZNP-4 1.0% P-4 O ° " 2599 26GF 2599.05GF Lo N O IV GARAGL N U U Lo 1.0% °° 60.97 62.04' 36 LOT: 12Lo Q LOTS 11 C) 2599.05GF 2599.60FF z N N N z 2599.59FF 2599.05GF � 2599.27GF O 25`99..27GF GARAG� 7 GARAGE LIVING _ LIVING 2597.64TG M N �� P-6 O ❑ LP 2598.27FS 1.0% 5.0% rZ70 GB 2598.80FS 2598.80FS ° �2599.05FS C � I J 11.96' P 5 5 PI 7 ,3 a 32.45'- P I 56.56' Eff3 a SD 2 a d I GB I .,., b� voeo 1 W o d a ,n a voeo h oeoe a a ° voeo v a ° G a ° a ° A a a ------------ o BADLEY AVE z 0 REFER TO SHEET C1.1 FOR NE JOB #: 320-078.1 ROADWAY INFORMATION DRAWN BY: 2/09/2024 KS CHECKED BY: CS CONSTRUCTION DRAWINGS I� C2.2 GRADING PLAN 10 0 10 20 30 40 SCALE 1 " = 10' MATCH LINE Ln_ � o O 'C O- SHEET C2.1 N N ?7769 ° CONSTRUCTION NOTES � 2 s S INSTALL 6 VERTICAL CURB AND GUTTER PER ACHD SUPLIMENTAL TO vo v �9A �LOT� 30 a THE ISPWC SD-701. IA lbM r- �� 2s93 2S INSTALL VALLEY GUTTER PER ACHD SUPLIMENTAL TO THE ISPWC to 5000 SD-708. R y 2 2598.85GF 2599.39FF 3S INSTALL CONCRETE SIDEWALK PER ACHD SUPLIMENTAL TO THE ISPWC mm W 2598.89FS G` 2599.06GF G o SD-709. 2598.47FS 2 1931 SO FT - M 42.76' SO INSTALL PEDESTRIAN RAMP TYPE "A" FOR NEW DEVELOPMENT WITH DETECTABLE WARNING STRIPS PER ISPWC SD-712A AND ACHD 19.27' F . 11 O 2s9s SUPPLIMENT TO THE ISPWC SD-712. 7S INSTALL ASPHALT PAVEMENT SECTION PER GEOTECHNICAL REPORT AND 2598.68FS 2598.84FS DETAIL ON SHEET C0.3 FOR RESIDENTAIL ROADWAYS. NcS 3 INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. 10 2598.56FL A 36 INSTALL MODIFIED VALLEY GUTTER PER ISPWC SD-708 AND DETAIL ON S�ONAL FN 1.6� 2% 61.30' SHEET C0.3. REFER TO WIDENING DETAIL FOR PEDESTRRAN CROSSINGS. �oF�S�\cENSFoc��F LOT: 24 GB � � HP 2598.68FS a 01�7fo P-R N LOT: 29 �� C §Tpvq �n C'STgTE DF`OPT LIVI 2599.48GF 2598.93GF o 2598.98GF 2599.55FF ��'�' SCR, GARA� 36 15 SO 99.22GF CD 7 GARAGE L l„ I N G N P-3 � C FF < a 00) a � " Z a T 61.30' ( O 62.02' LOTS 28 2598.83FS 2598.85FS V J 2598.98GF 2599.55FF 2599.22GF LOT: 25 445 GARAGE 448` „ N G Q Z W N ° P-A 1582 SO FT 4 1561 S N m W Jo 2599.60FF 2599.05GF CDLq = U I V f25 V'27GF GARAGE N u, W 2598.81 FS 2598.83FS 4 T O 61.30' cj) t -\ alw I I LOT: 27 Q z LOT: 26 2599.06GF 2599.61 FF ob a Q O a 2599.60FF 2599.28GF A .p2599.27 GARAGE � Nrn _ GARAGE ° C ~ LIVING LIVINGU U M, a N 2598.16TG a N 2599.06FS LP 2598.28FS P-6 4 W ° 5% /GB Q 2599.05FS 2598.30FS-2598.30FS ° 2596-- Q _ z z 35.77' S 7T�2 wO57 32.206.56FS 5 56.89' 3 16.13' 2 SD SD GB 2 U d ° 2596.50FS O d d ° ° 1 a 000e d a �� 1 ° ° a ° CIS.4 nn � ° ° ° L- - i I v WVA BADLEY AVE 59 _ REFER TO SHEET C1.1 FOR q ROADWAY INFORMATION 0 0 NE JOB #: 320-078.1 DATE: 2/09/2024 DRAWN BY: KS CHECKED BY: CS CONSTRUCTION DRAWINGS C2.3 GRADING PLAN 10 0 10 20 30 40 SCALE 1" = 10' Ln c v E 'c WATER DATA TABLE SEWER DATA TABLE o3 J LINE # LENGTH BEARING NOTES LINE # LENGTH BEARING SLOPE NOTES OO � N O O O 604 , , „ , ,> v c I o o N L1 199.99 NO* 27 58.43E 0.4% 8 PVC TYPE SDR 35 "' ' 00 6 � = o o � o � r? O 603 L1 335.72 SO° 00 01.08 W g PVC TYPE C900 (DR 18) fi 24 _ + E � ± O ± N N � N N N + 602 8" PVC TYPE C900 (DR 18) L2 133.02 NO* 26 02.18E 0.4% 8 PVC TYPE SDR 35 v� + in + ao � L2 * 302.32 S89° 31 54.04 E O N Lc) Q 0� - c6 N h7 2601 > , ,> , , " „ to 'n W _ + N N o Q Q m Q rn _ L3 302.55 SO* 27 58.87 W g" PVC TYPE C900 (DR 18) L3 12.10 N89° 32 39.92 W 2.0% 4 PVC TYPE SDR 35 ,fig O co cn N af � 0 - � � � � 2600 2600- c Q u co a_ N N N `" N N � � L4 21.80' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 Z c x �� Q rn a_ U) 259s L4 43.15 S89° 29 07.36E 1 PVC SCH 80 0,00 Lu WIN- R/W 2598 L5 4.68' N89° 31' 54.88"W 1" PVC SCH 80 L5 12.55' N89° 32' 40.99"W 2.0% 4" PVC TYPE SDR 35 v PROP FINISHED SURFACE 6" STORM DRAIN LINE 259' L6 5.00' N89° 30' 35.90"W 1" PVC SCH 80 L6 22.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 EX SURFACE 2596 L7 43.15' S89° 31' 54.04"E 1" PVC SCH 80 L7 21.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 2595 EX WATER MAIN 2594 L8 5.00' N89° 31' 54.88"W 1" PVC SCH 80 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 _X 593 L9 5.66 N89° 35' 09.42"W 1" PVC SCH 80 L9 21.96 N89° 32 37.42W 2.0% 4" PVC TYPE SDR 35 �SS�ONAL FN�� t�: 0 592 L10 24.57' S89° 31' 54.88"E L10 23.19' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 F CENS O 'L ABANDONED DRAINAGE DITCH o 1 PVC SCH 80 0 10 F F EX SEWER MAIN PROPOSED SEWER MAIN 59, � VERIFY LOCATION REFER TO SHEET C3.1 L11 5.77' N89° 31' 54.04"W 1" PVC SCH 80 L11 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 OTO 259 2590 177 7 8" PVC 200.00 C� 0.4% L1 - 8" PVC ^� 133.01 ® 0.4% 5ea L12 5.00' N89° 51' 15.16"W 1" PVC SCH 80 L12 22.21' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 CT 2589.221E OUT 5sa L13 23.05' S89° 31' 54.04"E 1" PVC SCH 80 L13 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 STgTEOF�OP�`� r2588.701E IN N C'�R� 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) - WATER MAIN 5as L14 25.55 N89° 31 54.04 W 1" PVC SCH 80 2588.601E OUT CONTINUATION „ „ 258 - - 2585 L15 302.87 SO° 28 05.96 W 1" PVC SCH 80 L15 22.24 N89° 32 37.42 W 2.0% 4 PVC TYPE SDR 35 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 L16 4.35' S89° 30' 43.36"E 1" PVC SCH 80 L16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 SEWER LINE A PROFILE L17 25.67' N89° 31' 54.04"W 1" PVC SCH 80 L17 22.28' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 z HORZ SCALE: 1" = 20' L18 4.00' S89° 24' 34.71"E 1" PVC SCH 80 L18* 172.06' N89° 31' 54.88"W 0.4% 8" PVC TYPE SDR 35 O VERT SCALE: 1" = 4' L19 4.00' N89° 46' 49.56"E 1" PVC SCH 80 L19 124.81' NO* 27' 20.27"E 0.4% 8" PVC TYPE SDR 35 L20 4.00' S89° 24' 48.00"E 1 PVC SCH 80 L20 138.39' NO* 27' 24.67"E 0.4% 8" PVC TYPE SDR 35 L21 25.96' N89° 31' 54.04"W 1" PVC SCH 80 L21 11.52' S89° 32' 37.29"E 2.0% 4" PVC TYPE SDR 35 MATCHLINE SEE SHEET 3.0 L22 4.00' S89° 31' 54.04"E 1" PVC SCH 80 L22 22.51' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 Q z ' L23 4.00 S89° 30 43.58E 1" PVC SCH 80 L23 22.99' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 w p p C° C') L24 11.98' S89° 32' 37.39"E 2.0% 4" PVC TYPE SDR 35 r^ rn r L24 25.74 N89° 31 54.04 W VJ �I < 1" PVC SCH 80 `r♦ O . O � Oz L25 11.52' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 p p z � z (j1� L25 12.45 N89° 51 00.45E 6 PVC TYPE C900 (DR 18 r^ r , 19 2598 V) V L26 L26 22.38' N89° 32' 37.42"W 2.0% " ° � 106.82 S89 31 54.04E 4 PVC TYPE SDR 35 w T O po d PI I PI e PI& INDICATES LINE THROUGH MATCHLINE L27 22.99' S89° 32' 38.08"E 2.0% 4" PVC TYPE SDR 35 Q ° o REFER TO L28 23.50' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 W • ° ' • SHEET 4.0 FOR CONSTRUCTION NOTES ' ° ' " Q Z 21 53 a 1 • o • STORMWATER L29 22.11 S89 32 37.42E 2.0% 4 PVC TYPE SDR 35 259 �_ INFORMATION ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. O 7 � oo p ° - 0)l_u CONTRACTOR SHALL POTHOLE TO VERIFY PIPE TYPE, L30 31.04' S89° 32' 37.40"E 2.0% 4" PVC TYPE SDR 35 28 O 2598 N I SIZE,HORIZONTAL AND VERTICAL LOCATION PRIOR TO O CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CITY PROJECT L31 23.11' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 > °� I ENGINEER TO OBSERVE THE CONNECTION. U U p L32 21.98' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 ° r Q O9 INSTALL WATER MAIN AND BACKFILL PER ISPWC SD-301. REFER TO • po p O WATER DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. L33 31.09' S89° 32' 37.09"E 2.0% 4" PVC TYPE SDR 35 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS L34 31.05' S89° 32' 12.66"E 2.0% 4" PVC TYPE SDR 35 Ir W 2 r r O n r PER ISPWC SD-403 AND SD-406. Q J < � <_ � p p REFER TO SHEET 4.0 FOR r � < � VJ <� z ' - 19 SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301 L35 21.92' N89° 32' 48.23"W 2.0% 4" PVC TYPE SDR 35 � ) z� � G) STORMWATER INFORMATION <_ LL LOTS N I O Q Q z w M G� ISPWC/ACHD SD-303 AND ISPWC/ACHD SD-806. NEW PAVEMENT z m LOT- 26 LOT- 25 LOT 24 LOT 23 LOT 22 rn TO MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT * INDICATES LINE THROUGH MATCHLINE f LOT 1 00 CONDITIONS, WHICHEVER IS GREATER. W O � 2594.49BPD D � � 2594.67BP � DQ G)D 20 INSTALL 3/4 SINGLE WATER SERVICE METER PER CITY OF 2588.87TP D 2589.01 TP �� D D �; MERIDIAN STANDARD DRAWING W1 AND W2. REFER TO PLUMBING �J N 2588.211E 2588.341E - G) 2594.39BP 2590.051E ROP SSMH-3 PLANS FOR CONNECTION DETAILS. O cs 1 1 m 2128 2589.181E `f' 2589.911Em 0� » 2589.041E 20 28 2589.301E � I 23 21 28 2589.71 TP 20 28 21 INSTALL 3/4 DOUBLE WATER METER PER CITY OF MERIDAIN PROP SSMH : 25 26 2589.041E STANDARD DRAWING W1 AND W3. REFER TO PLUMBING PLANS FOR 2590.001E 9 CONNECTION DETAILS. 22 27 23 19 ° ° L5 25 26 L21 L8 25 26 23 ^' 24 ;SEWER LINE A 23 24 22 CONNECT TO EXISTING SEWER SYSTEM. CONTRACTOR SHALL 1 L3 25 26 1 00 1 1 25 26 L1 LZ 1 14 16 13 POTHOLE TO VERIFY PIPE TYPE, SIZE, HORIZONTAL AND VERTICAL " 14 LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE III 2 Fso • ° e I SD III RESPONSIBLE FOR ANY SHORING, TRENCH PLATING AND TRAFFIC CONTROL NECESSARY FOR INSTALATION OF SEWER. CONTRACTOR _\EX SSMH-1 8 10 • L4 25 26 9 L6 25 26 L7 L9 25 26 9 10 25 26 L11 2594.47BP 1 25 26 9 1 25 26 1 10 TO FURNISH BYPASS PUMPING PLAN FOR REVIEW AND APROVAL BY c 19 Ivy 2594.49RP 2594.55BP- 2590.28TP CITY PROJECT ENGINEER. W 2594.851E 2590.11 TP 2589.48TP W 15 2589.941E W W 2589.781E I 23 INSTALL SEWER MAIN AND BACKFILL PER ISPWC SD-301, REFER TO �j o I 2589.151E 2 2 20 J 18 SEWER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. I 21 28 2589.481E l 1 g 2590.071E 20 28 2594.25BP 2589.271E 2594.83BP 2594.76BP 2589.911E 2594.431E 2594.37BP 16 2128 , q 20 28 G) ,� 2590.52TP X� 24 INSTALL TYPE A SEWER MANHOLE WITH CONCRETE COLLAR PER 2589.61 TP 21 28 D 2589.83TP li 21 28 y 2590.18TP y 2590.43TP , D 2590.181E ISPWC SD-501 AND SD-508. D 2589.281E D 2589.501E 2589.601E D > 2589.841E � 2590.091E a � D C. D D D D 2590.311E 25 INSTALL SEWER SERVICE PER ISPWC SD-511, SD-511A AND II I 2589.411E � 0 F 2589.971E G) 2590.221E G) � m n m • . m m m m SD-512. REFER TO SEWER DATA TABLE THIS SHEET FOR 0 L U- U- u� U- ADDITIONAL INFORMATION. o + ° LOTS 27 LOT 28 LOT 29 � LOT:32 LOT-33 LOT 34 LOT 35 LOT 38 26 INSTALL STANDARD TRAFFIC RATED SEWER CLEAN-OUT PER ISPWC _� � x r SD-506A. � -� < � I� � LOT- 30 LOT < G N �; z Z C� u, Z z Z W 7 _ �� 27 EXISTING SEWER MANHOLE TO REMAIN AND BE PROTECTED IN 19 ° N � N PLACE. o • Ll INSTALL WATER SERVICE LINE PER ISPWC - DIVISION 400. REFER TO WATER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. 2598 x REFER TO PLUMBING AND MECHANICAL PLANS FOR BACKFLOWS 2598 AND FOR FINAL LOCATION AND BUILDING CONNECTION DETAILS. NE JOB #: 320-078.1 2597 DATE: 2/09/2024 2597 DRAWN BY: KS 2596 e CHECKED BY: CS G • s n • ° � � � • p n ° n s • n • u � - 2596 l ° -,il _ x 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, Qo REFER TO SEWER DATA TABLE THIS SHEET FOR ADDITIONAL c c = o 0 0 04 INFORMATION. a :20 � o cn Q o N N o LINE # LENGTH BEARING SLOPE NOTES -0 cn + 0 o L` `Q o � so3 24 INSTALL 'TYPE A' SEWER MANHOLE WITH CONCRETE COLLAR 64 04 o+ oo � ± N + sos L1 199.99' NO* 27' 58.43"E 0.4% 8" PVC TYPE SDR 35 PER ISPWC SD-501 AND SD-508. c dV) N � ± � � 0 � od soy L2 133.02' NO* 26' 02.18"E 0.4% 8" PVC TYPE SDR 35 "' Lo OQrn a; r_ 260 N N V) N N 0- N N 2600 L3 12.10' N89° 32' 39.92"W 2.0% 4" PVC TYPE SDR 35 vo v N� c _ 599 598 L4 21.80' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 Q O C Tr TPROPINISHED SURFACE 597 L5 12.55' N89° 32' 40.99"W 2.0% 4" PVC TYPE SDR 35 �m W EX SURFACE 59s L6 22.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 v 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 25g REFER TO SHEET C3.0 259O L10 23.19' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 �SS�pNAL FN�� pF ��CENSFp 'LF 1 8' PVC - 171.98' 0 0.4% 589 L11 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 T 58s L12 22.21' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 OT�C O 2589.431E IN 2588.701E IN L/ 2589.381E OUT 2588.601E OUT 587 L13 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 CT 586 L14 11.75' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 STgTE��pP`Z`� 258 2585 coR�, SCN�P�� 10+00 10+50 11+00 11+50 12+00 L15 22.24' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 SEWER LINE B PROFILE L16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 HORZ SCALE: 1" 20' L17 22.28' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 = VERT SCALE: 1" = 4' L18* 172.06' N89° 31' 54.88"W 0.4% 8" PVC TYPE SDR 35 z L19 124.81' NO* 27' 20.27"E 0.4% 8" PVC TYPE SDR 35 L20 138.39' NO* 27' 24.67"E 0.4% 8" PVC TYPE SDR 35 O VJ ♦^ W ter. -- L21 11.52' S89° 32' 37.29"E 2.0% 4" PVC TYPE SDR 35 L22 22.51' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 /� w Q L23 22.99' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 z x L24 11.98' S89° 32' 37.39"E 2.0% 4" PVC TYPE SDR 35 3 $2 LIVING P-6 L25 11.52' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 VJ LIVING '� �+♦ L5 3 G,PZAGE P-5 I H GARAGE 1 L26 22.38' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L4 I 3 L27 22.99 S89° 32 38.08E 2.0% 4 PVC TYPE SDR 35 w 0 L28 23.50 S89° 32 37.42E 2.0% 4 PVC TYPE SDR 35 / Q GE�;AGE v o LIVIN I • F 108 1 L29 22.11 S89° 32 37.42E 2.0% 4 PVC TYPE SDR 35 ♦^ 3 96 ^ I 5389N0 FT 14 L30 31.04' S89° 32' 37.40"E 2.0% 4" PVC TYPE SDR 35 (�J 571 SO FT I LIVING GARAGE r7 _ _ ° d O 3 J I P-3J0 � 18 L31 23.11' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 d d O L32 21.98' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 °d U U L7 I � L33 31.09' S89° 32' 37.09"E 2.0% 4" PVC TYPE SDR 35 0 L6 31 + G/�'p.ZAGE LIVING LIVINCp GARAGE 1 L34 31.05' S89° 32' 12.66"E 2.0% 4" PVC TYPE SDR 35 W 1 P-4 0 Q P_6 d 1 L35 21.92 N89° 32 48.23 TW2-0% �4" PVC TYPE SDR 35 Ir * INDICATES LINE THROUGH MATCHLINE Q VJ - � z z cc=-- a - U4 WATER DATA TABLE W O 15 L8 2 re 4A L2 L11 � U d - 19 LINE # LENGTH BEARING NOTES L3 O O�O O O O�O O L1 335.72' SO* 00' 01.08"W g" PVC TYPE C900 (DR 18) ® ° 3: L2 * 302.32' S89° 31' 54.04"E 8" PVC TYPE C900 (DR 18) "� o • o ° o 0 o OJ 10 G) L3 302.55' SO* 27' 58.87"W 8" PVC TYPE C900 (DR 18) I Id -10 - L4 43.15 S89° 29 07.36 E O O O O O O 8591 SQ 1" PVC SCH 80 r o 0 0 86 0 0 „ 0 24 FT p 23 15554 SO FT a 23 24 L5 4.68 N89° 31 54.88 W 1" PVC SCH 80 0 0 J 11+ ° 1 L6 5.00' N89° 30' 35.90"W 1" PVC SCH 80 1 d w o 2 L7 43.15' S89° 31' 54.04"E 1" PVC SCH 80 q \ ° � d d L ROP SSMH-4 d P� PI PI I SEWER LINE B ° 20 L8 5.00' N89° 31' 54.88"W 1" PVC SCH 80 ° L9 5.66' N89° 35' 09.42"W 1" PVC SCH 80 o Q L10 24.57' S89° 31' 54.88"E 2 - 1" PVC SCH 80 p d� L9 Gf L11 5.77' N89° 31' 54.04"W 1" PVC SCH 80 ILL12 5.00' N89° 51' 15.16"W 1" PVC SCH 80 z I L13 23.05' S89° 31' 54.04"E 1" PVC SCH 80 444 ° 2 2101 SOFT • P_6 N LS L14 25.55' N89° 31' 54.04"W 1" PVC SCH 80 LIVING GARAGE L15 302.87' SO* 28' 05.96"W 1" PVC SCH 80 NE JOB #: 320-078.1 �iiv� DATE: 2/09/2024 L11 2 GARAGE O �-5 I d ` J L7 2 L16 4.35' S89° 30' 43.36"E 1" PVC SCH 80 DRAWN BY: KS FF CHECKED BY: CS 10 d - L21 L17 25.67' N89° 31' 54.04"W 1" PVC SCH 80 d - L18 4.00' S89° 24' 34.71"E 1" PVC SCH 80 2 GARAGE LIVIN _ 445 L1 L6 G L19 4.00' N89° 46' 49.56"E 1" PVC SCH 80 CONSTRUCTION 2 J P-4 1 P-4 N1582 SO FT L5 L20 4.00' S89° 24' 48.00"E " - � IVING � GARAGE ®r_ 1 PVC SCH So DRAWINGS 1E 1 • I JO L21 25.96' N89° 31' 54.04"W 1" PVC SCH 80 0 1 24 L22 4.00' S89° 31' 54.04"E 1" PVC SCH 80 cT L23 4.00' S89° 30' 43.58"E 1" PVC SCH 80 2 GARAGE O '_IVING ° d I P-5 9 GARAGE L4 - GA P 6 LIVINGP- L24 25.74' N89° 31' 54.04"W 1" PVC SCH 80 - 2 d J L3 - Q L25 12.45' N89° 51' 00.45"E " C3.1 o ® - 6 PVC TYPE C900 (DR 18 o PUMP L26 106.82' S89° 31' 54.04"E SD PI 2 DI SEWER AND a N89°30'43"W 363.81' °d ° ° • a SD ° ° s 20 0 20 40 60 80 WATER PLAN d 4 ° • ° d • ° d a ° ° d d ° • ° a ° TOE _e AND PROFILE SCALE 1" = 20' Ln c �, o C/, p p p s°' SEWER DATA TABLE WATER DATA TABLE �10 c0 O Li O O O (/7 O N 603 00 N + o � ± � g N -ft� 'n - + � Lo _ - g s02 LINE # LENGTH BEARING SLOPE NOTES LINE # LENGTH BEARING NOTES (n0 o6 � 00 � ± p ± O NO + _ 601 < Cn Q p N N 00 (n + , , ,> , , „ � N 0 Q00 Q 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 < cn N o Q rn 0 Q a 2600 � H 0:� H � N N U7 N � O , , „ „ `n 0 0- N a_ U) N - cn N � 599 L2 133.02 NO* 26 02.18E 0.4% 8 PVC TYPE SDR 35 L2 * 302.32 S89° 31 54.04E 8" PVC TYPE C900 (DR 18) �o R/W - 0- (nN 598 L3 12.10' N89° 32' 39.92"W 2.0% 4" PVC TYPE SDR 35 ' " 8 PVC TYPE C900 (DR 18) Ln0 L3 302.55 SO* 27 58.87 W o PROP FINISHED SURFACE 597 6 STORM DRAIN LINE _ L4 21.80 S89° 32 37.42E 2.0% 4" PVC TYPE SDR 35 L4 43.15' S89° 29' 07.36"E 1" PVC SCH 80 Z o m W EX SURFACE 5as - L5 12.55' N89° 32' 40.99"W 2.0% 4" PVC TYPE SDR 35 L5 4.68' N89° 31' 54.88"W 1" PVC SCH 80 595 594 L6 22.94' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 L6 5.00' N89° 30' 35.90"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 43.15' S89° 31' 54.04"E 1" PVC SCH 80 PROPOSED SEWER MAIN ABANDONED DRAINAGE DITCH 592 L8 11.97' N89° 32' 36.95"W 2.0% 4" PVC TYPE SDR 35 L8 5.00' N89° 31' 54.88"W 1" PVC SCH 80 REFER TO SHEET C3.1 591 259 8" PVC N 124.54 0 0.4% 1 2 8" PVC N 139.88 0 0.4% 2590 L9 21.96' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L9 5.66' N89° 35' 09.42"W 1" PVC SCH 80 1 PVC SCH 80 p SS\OCENS 2598.02RIM 2589.481E IN N 5e9 L10 23.19' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L10 24.57' S89° 31' 54.88"E F �. 2589.901E OUT 2589.481E IN (S) 2590.031E OUT �- FO -EqEX WATER MAIN - 2589.381E OUT 58s L11 22.15' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L11 5.77' N89° 31' 54.04"W OT FO VERIFY LOCATION$ - _ 1 PVC SCH 80 1 7/ �� L12 22.21 S89° 32 37.42E 2.0% 4 PVC TYPE SDR 35 L12 5.00 N89° 51 15.16 W 1 PVC SCH 80 CT WATER MAIN - 58s " §Tpvq N CONTINUATION - L13 12.74' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L13 23.05' S89° 31' S4.04"E " ST P�`o 258 10+00 10+50 11+00 11+50 19 on 12+50 13+00 85 1 PVC SCH 80 �, E OFH0PG� L14 11.75' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 L14 25.55' N89° 31' 54.04"W 1 PVC SCH 80 sc L15 22.24' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L15 302.87' SO* 28' 05.96"W 1" PVC SCH 80 SEWER LINE C PROFILE L16 11.68' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L16 4.35' S89° 30' 43.36"E 1" PVC SCH 80 HORZ SCALE: 1" = 20' VERT SCALE: 1" = 4' L17 22.28' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 L17 25.67' N89° 31' 54.04"W 1" PVC SCH 80 z L18* 172.06' N89° 31' 54.88"W 0.4% 8" PVC TYPE SDR 35 L18 4.00' S89° 24' 34.71"E 1" PVC SCH 80 O L19 124.81' NO* 27' 20.27"E 0.4% 8" PVC TYPE SDR 35 L19 4.00' N89° 46' 49.56"E 1" PVC SCH 80 L20 138.39' NO* 27' 24.67"E 0.4% 8" PVC TYPE SDR 35 L20 4.00' S89° 24' 48.00"E 1" PVC SCH 80 u\�J / L21 11.52' S89° 32' 37.29"E 2.0% 4" PVC TYPE SDR 35 L21 25.96' N89° 31' 54.04"W 1" PVC SCH 80 X / L22 22.51' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L22 4.00' S89° 31' 54.04"E Q z � 1" PVC SCH 80 � W s / X ° ° X ° ° ° p 4 a ° ° ° ° ° ° / L23 22.99 N89° 32 37.42 W 2.0% 4 PVC TYPE SDR 35 L23 4.00 S89° 30 43.58E 1" PVC SCH 80 w c I ° o ° L24 >, ° 11.98' S89° 32' 37.39"E 2.0% 4" PVC TYPE SDR 35 L24 25.74' N89° 31' 54.04"W r r r r e e r r r r e 1 PVC SCH 80 r « r « r ere r r e •« r r e « r«« a e r e • r r e r e r « e « r « e « r « r r ° ° e « r r r « e • r ° r r « E f « E E f « t « E « f r « E r f « E « f r « « t « r « r r r r r r « r , r , r , , , «<` < ° °` ' « r rrr«. . . / L25 11.52' 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 ♦^ r 1 - rr r rrrr r «rrr rrrrr r ♦ . r rrrr r rrrr r° ° Hill L26 22.38' N89° 32' 37.42"W 2.0% 4" PVC TYPE SDR 35 L26 106.82' S89° 31' 54.04"E 2s , �_�51 W T O 2S C 2S9 2S 9S L27 22.99' S89° 32' 38.08"E 2.0% 4" PVC TYPE SDR 35 Q 10 9� 11+ , 12+QO 96 19 W 19 8 10 , - - - - - 9 - _ - - - - 9 _ - 128 10 8 10 L28 23.50' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 < cf) VV W W L1 W W W W -- L29 22.11' S89° 32' 37.42"E 2.0% 4" PVC TYPE SDR 35 Z 2 29 L30 31.04' S89° 32' 37.40"E 2.0% 4" PVC TYPE SDR 35 O r e e r e e r e e « ere r r r e e r « r e e e r r e e e r r e e e r r e e e e e e e e e e r « r e e r e e r r err T r e e e e e r e • r r r e e r r r e e r « r e e r r « e e r r e e e r « a r r r e e r r e r r e e r r r e r r r e e r r O r r rr r r « r e e « r e e T r e e r r r e e r «r e e e a r e rr a r « e e e r r rr rrr r e e r r r « e a rr 11 L31 ' > " ere «r r e r r e r r r r r r r NO°28'17"E 908.77'' e r r r r r«'r e r r r « e e r r r r r r«e 23.11 N89° 32 37.42 W 2.0% 4" PVC TYPE SDR 35 «rrr re e r rre r rrr r rrrr a •°e e ° ° e ° e•°e r ° ' ° 21.98' N89° 32' 37.42"W 2.0% ° ° s °° °NIN L32 4" PVC TYPE SDR 35 II I\ 2596 I x L33 31.09' S89° 32' 37.09"E 2.0% 4" PVC TYPE SDR 35 W D _ I L34 31.05' S89° 32' 12.66"E 2.00 4" PVC TYPE SDR 35 Q ± � � LOT 6 2597 ° ° 1 I L35 21.92' N89° 32' 48.23"W 2.0% �4" PVC TYPE SDR 35 Q 2599 - -- - - - - 2598- -' - 9 I I * INDICATES LINE THROUGH MATCHLINE z z C o° � � � � � � I I x W O _ CONSTRUCTION NOTES < u I I n N I I -0 < I I r" z I I < T I I ® CONNECT TO EXISTING WATER SYSTEM WITH CUT IN TEE. v o 71.- z , F LOT 5 LOT 4 LL LOT 3 LOT 2 CONTRACTOR SHALL POTHOLE TO VERIFY PIPE TYPE, O LOT 11 LOT 10 I I LOT 9 LOT.8 LOT 7 � ° c3 C3 0 �d I L I M `n I I "' `) `� SIZE,HORIZONTAL AND VERTICAL LOCATION PRIOR TO 25 LOT, - N c' -- m CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CITY PROJECT ir i 2594.71 BP ! o o 2591.111E I I 1 O'� ENGINEER TO OBSERVE THE CONNECTION. 2594.80BP 2590.86TP 2590.631E I 2590.881E 1 I r, I I all2591.031E D 2594.71 BP 2590.97TP 2590.791E D 2590.531E 2594.36BP 2594.29BP D 9 INSTALL WATER MAIN AND BACKFILL PER ISPWC SD-301. REFER TO X 2591.09TP I 2590.631E I 1 D 2591.13TP 2594.096P I C D I 2590.701ED 25 26 2590.741E D 2590.92TP 12591.29TP III WATER DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. 2590.761EJ> > 2594.48BP 2590.591E 2590.801E c �2i I 11B m 20 28 21 28 rr 2590.961E I 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS 2591.20TP 21 28 2590.78TP 20 28 21 28 2590.951E 20 28 L2 O PER ISPWC SD-403 AND SD-406. 25 26 25 26 25 26 25 26 /2590.451E19 810 2590.871E 1 L119 ° 25 26 25 26 L6 25 26 L5 25 26 10 x x 11 EXISTING FIRE HYDRANT TO BE RELOCATED. o C 1g SAWCUT EXISTING PAVEMENT, ASPHALT REPAIR PER ISPWC SD-301, W 2594.6913 W 2 W L3 L8 2594.33BP W 3 W ISPWC/ACHD SD-303 AND ISPWC/ACHD SD-806. NEW PAVEMENT W o 24 2 1 2590.42TP 10 2 2 L9 24 ° 2598 2591.04TP L31 598 23 3 24 TO MATCH REQUIRED PAVEMENT SECTION OR EXISTING PAVEMENT o II 2589.751E 23 I 2 2590.711E � ° as III CONDITIONS, WHICHEVER IS GREATER. q PROP SSMH 5 0 00 2594.52BP 2 2 19 PROPOSSMH-4 25ga 2 + �x 20 INSTALL 3/4" SINGLE WATER SERVICE METER PER CITY OF L21 25 26 2590.55TP 25 26 2594.04BP 25 98 ROP SSMH-6 c� MERIDIAN STANDARD DRAWING W1 AND W2. REFER TO PLUMBING 2590.841E 2589.881E SEWER LINE C 2590.47TP L7 2593.85BP L4 I I o PLANS FOR CONNECTION DETAILS. 23� 2589.801E 2590.62IH 21 INSTALL 3/4" DOUBLE WATER METER PER CITY OF MERIDAIN 20 28 2590.691E 21 28 2589.951E 3 STANDARD DRAWING W1 AND W3. REFER TO PLUMBING PLANS FOR 2590.601E + ° D D D 1 LOT 1 3 3 I CONNECTION DETAILS. 30' D I D D I I 23 INSTALL SEWER MAIN AND BACKFILL PER ISPWC SD-301, REFER TO z 25 26 25 26 25 26 G� � 2591.021E SEWER DATA TABLE THIS SHEET FOR ADDITIONAL INFORMATION. c� m m m F ® 2591.151E 9 p ° 24 INSTALL 'TYPE A' SEWER MANHOLE WITH CONCRETE COLLAR PER 1 ® 20 28 21 22591.271E - ISPWC SD-501 AND SD-508. LOT 13 LOT 14 LOT 12 m r I I I 25 INSTALL SEWER SERVICE PER ISPWC SD-511, SD-511 A AND < -0 6Z LOTD LOT D LO5T 18 SD-512. REFER TO SEWER DATA TABLE THIS SHEET FOR NE JOB #: 320-078.1 �� I � Z 01� � � I 0 � m I m m ADDITIONAL INFORMATION. DATE: 2/09/2024 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 Ei 29 INSTALL DRAWING W8 ANDEW9 IRE HYDRANT PER MERIDIAN STANDARD DRAWINGS C3.2 SEWER AND 20 0 20 40 60 80 WATER PLAN AND PROFILE SCALE 1" = 20' 2 � p-W LTP Xw 10 / s CONSTRUCTION NOTES CO o 259- s 2 8 x 14 INSTALL STORM DRAIN LINE AND BACKFILL PER ISPWC-301. REFER TO STORM "• rn'C a- esW- BsW P �0 joss DRAIN TABLE ON SHEET C4.2 FOR ADDITIONAL INFORMATION. o R c 2595.58 CL X X X 2596.73 33 595.43RIM 2595.11 33 T x RWL-FACE 26 INSTALL STANDARD TRAFFIC RATED SEWER CLEAN-OUT PER ISPWC SD-506A. c J _ T R 2594.731E 33 EGR- EGR� 2593.311E x 2593.471 - - - - - - - - - - - E 30 INSTALL 1000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624. 14 X 14 31 INSTALL SEEPAGE BED PER ACHD BMP 20 ON SHEET CO.2. REFER TO SEEPAGE ?� - BED DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. vo D 50 SD L49 - „ „ /2597.1/6 ND AND GREASE TRA 32 INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC/ACHD SD-627 ON SHEET � In o17879 0 FTRIM (E, SOLID): 2598.67 C0.2.RIM (W, SOLID): 2598.56 33INSTALL 24" DIA. FRAME WITH SLOTTED GRATE COVER PER ISPWC/ACHD SD-616Z00 INV IN (E) 2593.31 AND SD-617 ON SHEET C0.2. Oi0° W TOP OF BAFFLE: 2593.21W -2594.29BP 2597.52T 2598.51FG 14 INV OUT (E) 2592.96 34INSTALL NDS 12" CATCH BASIN OR APPROVED EQUAL PER CATCH BASIN DETAIL d ° 2591.13TP 2595.521E 2595.891E 2597 Q 0.81 CFS4,0 4T ON SHEET C0.2. 2590.801E - 2595.641E 33 44 INSTALL BIORETENTION PLANTER PER ACHD BMP 31. REFER TO SHEET C0.3 FOR 2595.17TC 2595.20RIM� F. W_ ADDITIONAL INFORMATION. °d 2593.87FS d i 590.691E 45 INSTALL CURB OPENING INLET PER ACHD SUPPLIMENT TO THE ISPWC SD-716. d I - L2 2595.96 TOR 2593.87FG 31 2590.96 BOR If gL21 -2595.31 TC I 2589.46 BOS 46 INSTALL NDS 12" CATCH BASIN OR APPROVED EQUAL PER SQUARE CATCH BASIN d �h 2594.81 FS 2587.96 HSGW P-6 S 2598.51 FG I DETAIL ON SHEET C0.3 Ch 2594.01 FG P 6 LIviNG a LIVIN' �o� LIVING (--ADA N 2595.811E 26 VING SSONAL FNc�F W ° 2598.52FG GARAGE P-5 'I 2598.51 FG'E N GARAGE P_5 �CENS 'L W d I I 26 2595.891E J 26 2595.531E J X I OT FO I I X 17727 d oo N L da N W W'. 45 45 N .. d N - - L3 I L23 I ° 7 �,. ° 2595.68TC GARA Lo - -- I � C'STgTE �OP0 d . 2595.18FS N co LIVIN I ° 108 2598.55F 26 9 1 `o 2594.38FG r,, 0 96 - 2595.321.E SQ FT I `V d o I 5389 SO FT 14 -4 cn - 2595.41 TC W I coo J 14 5775 SO FT I ° `D LIVING GARAGE v 2594.91 FS LIVING GARAGE W. 2594.11 FG ° I P-� d \T1 TT - J I P-3 d - �I ° 97 L5 24 ° W e qn FT ed ° a° W Wa W. a 32 z d W'WW I 2598 55F I -2 ,� O 598.58FG �n 450 d `�0 2595.371E ° - ° ° ° 1 - LIVIN 26 cv � 2596.44TC 598.63FG = GHKAUL LIVING 2595.021E 2598.67E Q FT I NG ° 2595.94FS I 161 26c 2594.861E P-6 �10' I P-4 2594.991E 26 rn 2595.14FG14 / (1) r^ CD GREASE TRAP W W d° L - d �hc' L7 46 597.80RIM_ - J 30 RIM (E, SOLID): 2598.67 27 °d . . d - - d 2595 2596.201E RIM (W, SOLID): 2598.56 (� d Q z i 31 2595.96 TOR 597.80RIM INV IN (E) 2593.31 °d M w d d • 44 W 44 2596.46TC 2590.96 BOR 46 TOP OF BAFFLE: 2593.21 J P-3 I d LJJ 2595.96FS LIVING GARAGE _j 2589.46 BOS 2596.301E re �ANV OUT (E) 2592.96 LIVING GARAGE 2595.16FG P_2 2587.96 HSGW Q50: 1.94 CFS I r^ tJJ x 597.75 RIM N 14 O O 47 2598.35T 33 ° v � o d 2594.30 IF ° � � 34 32 2594.411E � T O ° ° 9 ® 43 P-� ° d d 44 d I `b� B � ° d 34 ° o ° o ' ° o 0 14 2598.73E 26 IVING o, 45 45 r� 14032 SO FT Id - I Id 32 h - �r 2596.31 IE o W o_ L46 L29 109 x d ° 7, 7 ° 2596.92TC - _ ___ _ L11 J 111 96.5' 0 8591 SO FT II rn 10237 SO FT L41 �J ° v, z ° ° 2596.42FS F L31 QO d .' 2596.89TC 2595.62FG - ° d 2596.39FS LIVING 26 598.75FG RIM (W, SOLID): 2598.63 30 ° S 110 7 - ° rLn 2594.541E O `. 2595.59FG W P_1 RIM (E, SOLID): 2598.57 _ PI PI 2595.96 TOR 31 ° 5360 SO FT_ P re CL x N INV IN (W) 2593.31 2590.96 BOR d ° 8 . ° -� INV IN (S) 2593.31 2589.46 BOS I v TOP OF BAFFLE: 2593.21 2587.96 HSGW ?S 9s �^ INV OUT (E) 2592.96 2597.80RIM 46 N d I LIVING Qioo: 1.94 CFS 2596.301E 939a \ p_2 d 26 598.88FG 14 °� 2597.80RIM 25 91FG 446 G O ° P-3 2595.271E 46 r^ ° 2596.171E ' 2595.331E 26 Q FT V) d L14 - - cA L33 d w O ® 444 I ° I Oe d P-2 1 2101 SO FT U 2598.98E G LIVING O r-non 26 d I GARAGE GARAGE 1594 SO FT 0 LIVING 262598.99FG Gh 2595.081E _-5 ` 598.99FG N / 2595.711E J I I 26 2595.751E �' P-3 I C° Lo < I oil L d ° L16 I ---- L35 ° c d �2599.02F 26 LIVIN 2599.02E P-4 2595.981E P_4 I _ ' d J ° P-4 1582 SO FT 2596.01 I_j Q FT I ° (VING GARAGE t� I IVING GARAGE _j d I W - � ° � dF°° . . ° I � I 3 d �v d rn J - - - q c ° ° � ° 2597.95RIM� 00 L98.27TC ° °�° 2598.15T 33 I °�' ad I 2591.391E I P- 26 599.05FG, 2596.141E 33 I N - ^��^� LIVING _ ° r P- 599.05FG 2596.151E d P-1 1 2596.311E 26 GARAGE ° P-6 LIVIh�� 2596.321E LIVING I ° ° d d d P_6 d 2597.92RIM ® 20 - ° � I o 57 ° Ss 2591.441E �2597.32RIM __ �39 PUM91.871E 2597.11 RIM z d ° e ° d D d 54 " .; 25 5 7 2592.221E d 53 S o d ° I 2597.28TG, ° ° ° d d 2596.93TG , ° 2596.9 TG L5 aS°° TO 2591.751E d ° ° ° d 2592.001E ° ^° 2592.401E ° - < d �, vv -� -_ �- GENERAL NOTES: NE JOB #: 320-078.1 DATE: 2/09/2024 1. FOR CONSTRUCTION PURPOSES, GROUNDWATER DEPTH CAN BE ASSUMED TO REMAIN DRAWN BY: KS GREATER THAN 7 FEET BGS THROUGHOUT THE YEAR PER "LIMITED GEOTECHNICAL CHECKED BY: CS � z INVESTIGATION RIVERSIDE GARDEN SUBDIVISION" PREPARED BY ATLAS TECHNICAL L' CONSULTANTS, LLC, DATED JANUARY 14, 2021. PER PLAN a un OBSERVATION WELL 2. THE DESIGN INFILTRATION RATE FOR THE SEEPAGE BED IS 8 INCHES PER HOUR. SAND AND INSTALL SOLID CAP AT SAND AND in > 3. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEEPAGE TRENCH CONSTRUCTION CONSTRUCTION GREASE TRAP END OF PERFORATED PIPE GREASE TRAP 18" PERFORATED PVC o 4. MINIMUM DALL VERIFY SEPARATIONLFROMTTHIE BOTTOM OFNANYNINFSLTRATION FACILITY TO DRAWINGS 1.0' O 18 PERFORATED PVC o p za TOR 4 _j SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM OF 3'. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR BEDROCK IS Ld b SLOPE o 4 0% SLOPE ENCOUNTERED WITHIN 3' OF THE BOTTOM DESIGN ELEVATION OF ANY INFILTRATION �J FACILITY. 18" SOLID WALL PIPE 5.0' z 5. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER WITH 4" OF 3/4" PIPE IE OUT OBSERVATION WELL 2" WASHED DRAIN ROCK SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION RATE IS LESS THAN BEDDING, EXTEND 1' BOR WITH AASHTO M288 CLASS o C4.0 INTO DRAIN ROCK SPECIFIED BY THE SOILS REPORT THE CONTRACTOR SHALL NOTIFY ENGINEER BOS 2 NON-WOVEN GEOTEXTILE ASTM C33 r�i ON SIDES AND TOP ONLY FILTER SAND `o - IMMEDIATELY FOR POSSIBLE REDESIGN. MAXIMUM HSGW 6. FOR AREAS WHERE TRENCH SIDEWALL INFILTRATION IS GREATER THAN 8 INCHES PER STORM DRAIN ELEVATION (f2587.96) HOUR, SIDEWALLS SHALL BE INSTALLED WITH LAYFIELD RPE 25 OR APPROVED EQUAL 20 0 20 40 60 80 IMPERMEABLE LINER. PLAN SEEPAGE BED 7. 18" PERFORATED PVC PIPE SHALL BE PERFORATED AS SHOWN ON THE 18" NOT TO SCALE PERFORATION SCHEDULE PER ACHD BMP 20. SCALE 1" = 20' 8. THE BOTTOM ASTM C33 FILTER SAND ELEVATION IS THE MINIMUM EXCAVATION DEPTH. Ln c co o c co V m 00 O 2604 O 604 O C -0 _O OO M O U O V O Q � No O L� 0) O M 00 O v Na m � U O U V -2603 0 J0 , H— OLD � � O In OH 00 � p � OU I- C + + N p mo + It O � O � + �O + + O + N C6 � � 00 0)-- O NO + + Q N � NO 04 O N ro O + M N00 N 601 04 00 r 01 � F_ 0 00 0 n �� 00 u QO Q O_Q cN0 260H 7 NN ( QrnQ rn 2600 260 NN n rn 2600 n NN � Lo_� � , N nNnN nN � � � H � ,n N N n 0)V) N 8999 nN nN(n N n N N 00 �00 2598 a la— N_ 0 0 •� 0+m 97 7 Lug" PVC > STORM DRAIN LINE - 133.56' - 122.92' ® 1.00� e 6 ' PVC STORM DRAIN LINE - 98 ® 1.30% 6" PVC STORM DRAIN LINE 134.25' � 1.37% 6" PVC STORM DRAIN LINE - 122.18' ® 1.00� 2" WATER 2" WATER 9s 9s SERVICE LATERAL SERVICE LATERAL 94 94 4" SEWER SERVICE LATERAL 2" WATER 2" WATER 593 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 " SEWER v ERVICE LATERAL SERVICE LATERAL SERVICE LATERAL 259 2590 259 - -2591 SERVICE LATERAL - 2590 FSS� ANAL f 4" SEWER 4" SEWER 4" SEWER >� 4" SEWER sag ,> 89 p ��CENSFp F SERVICE LATERAL —SERVICE LATERAL 4 SEWER SERVICE LATERAL 4 SEWER T 4" SEWER SERVICE LATERAL SERVICE LATERAL - saa - 4" SEWER SERVICE LATERAL - O1'77�0 SERVICE LATERAL - - - - - - 4" SEWER 587 4" SEWER SERVICE LATERAL 97 CRT 4 SEWER _4 SEWER SERVICE LATERAL 4" SEWER 4 SEWER ) SERVICE LATERAL 586 SERVICE LATERAL -SERVICE LATERAL SERVICE LATERAL e6 sT 258 2585 258 SERVICE LATERAL 2585 c�R�E OFHRPG,� 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 PROFILE HORZ SCALE: 1" = 20' HORZ SCALE: 1" = 20' Z VERT SCALE: 1" = 4' VERT SCALE: 1" = 4' O VJ \— G) Q z " l I ii I Ir m W W W wi W W W IA III ° VJ III a 4S III 0�00 11 00 N I _ + N 'A U o � x (f, e STORM DRAIN LINE A r o W r 0 UwO + � x � Q m Z 30' G) G) Ul �i D y 4[ c� m m m a � CL ® _ — IT m r r r D D D U U� z � � �Z � C'1 O O D J D D L-L T � � r r n u V < +I z 1 z QO Q 0 6 z � tVt1' e U/ z Z ° e PI I PI PIS09 LL U s p • u s ° s ° ILL X • e l(j • °e p � n 0') 00 O ° Q ° ° • n O X ° + O Q • ° p� o III X + ° r F X r Ti g < � O Z� Z � � � � r G) GJ � (� q G) o CA ° � a j goy � c� c� c� IT m F m IT m C STORM DRAIN LINE B z e TT Li I 11 00 12N 0 13+ 0 13N33 0 ° 03 �� III S • -11 III SD III NE JOB # 320-078.1 DATE: 2/09/2024 �N DRAWN BY: KS cIrn W W W W W CHECKED BY: CS CONSTRUCTION DRAWINGS C4.1 STORM DRAIN 20 0 20 40 60 80 PROFILES SCALE 1" = 20' Lnco c � o c STORM DRAIN +GRAVITY IRRIGATION 0%10 a N N J DATA TABLE 13 M 7 LINE # LENGTH DIRECTION SLOPE NOTE N C � V ' 6" PVC TYPE SDR-35 L1 31.25 SO°42 57 W 1 .00% � M N W i to L2 36.89 S89°32 ' ' " 3" PVC TYPE SDR-35 13E 1 .00% L3 17.31' S89°17'03"E 1 .00% 3" PVC TYPE SDR-35 z mm uj V L4 21.11' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L5 37.02' N89°17'03"W 1 .00% 3" PVC TYPE SDR-35 L6 31.35' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 L7 18.22' S89°16'35"E 0.98% 3" PVC TYPE SDR-35 L8 38.46' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 oF�SS ONAL L9 33.69' N70°00'25"E 2.94% 6" PVC TYPE SDR-35 OT O L10 7.08' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 17727 L11 16.87' S89°17'33"E 0.84% 3" PVC TYPE SDR-35 C §Tpvq L12 50.97' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 c�A E CHI L13 17.29' S89°17'33"E 1 .03% 3" PVC TYPE SDR-35 L14 22.78' N89°17'33"W 1 .00% 3" PVC TYPE SDR-35 L15 32.42' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 L16 16.95' S89°16'39"E 1 .00% 3" PVC TYPE SDR-35 z L17 43.79' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 O L18 16.99' N89°16'39"W 1 .00% 3" PVC TYPE SDR-35 VJ L19 43.79' NO°42'57"E 1 .37% 6" PVC TYPE SDR-35 L20 16.65' N75°47'34"E 1 .00% 3" PVC TYPE SDR-35 Q z L21 16.70' S89°12'51"E 1 .00% 3" PVC TYPE SDR-35 W L22 28.71' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 r� L23 18.10' S89°17'03"E 0.99% 3" PVC TYPE SDR-35 �+♦ L24 16.74' N89°17'03"W 1 .00% 3" PVC TYPE SDR-35 V L25 50.31' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 W r O L26 16.96' S89°17'03"E 1 .01% 3" PVC TYPE SDR-35 W Q L27 16.83' N89°17'03"W 1 .00% 3" PVC TYPE SDR-35 Q z L28 43.89' SO°42'57"W 1 .00% 6" PVC TYPE SDR-35 Q Q L29 31.00' N87°30'54"E 3.55% 6" PVC TYPE SDR-35 L30 8.29' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 1 r 1 L31 18.73' N89°17'03"W 1 .01% 3" PVC TYPE SDR-35 V DV L32 49.53' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 W Ir L33 16.83' N89°17'03"W 0.99% 3" PVC TYPE SDR-35 O L34 31.83' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 < L35 17.29' S89°17'03"E 1 .00% 3" PVC TYPE SDR-35 z z W O L36 19.63' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 L37 17.87' N89°17'03"W 1 .00% 3" PVC TYPE SDR-35 Q L38 24.28' SO°42'57"W 1 .30% 6" PVC TYPE SDR-35 L39 16.74' N76°34'25"E 1 .00% 3" PVC TYPE SDR-35 L40 4.67' NO°22'37"E 5.29% 4" PVC TYPE SDR-35 L41 49.35' S89°56'58"E 5.29% 4" PVC TYPE SDR-35 L42 3.22' NO°00'00"E 5.45% 4" PVC TYPE SDR-35 L43 49.82' N90°00'00"W 5.45% 4" PVC TYPE SDR-35 W � L44 10.07' N16°08'06"E 1 .00% 4" PVC TYPE SDR-35 q L45 12.90' S25°08'40"W 1 .00% 4" PVC TYPE SDR-35 L46 97.45' S89°36'54"E 0.00% 18" PERF PVC TYPE SDR-35 L47 98.09' N89°37'23"W 0.00% 18" PERF PVC TYPE SDR-35 0 L48 34.28' NO°51'44"E 1 .00% 6" PVC TYPE SDR-35 L49 15.73' S89°59'27"W 1 .00% 6" PVC TYPE SDR-35 L50 125.86' S89°27'04"E 1 .13% 6" PVC TYPE SDR-35 0 L51 61.94' SO°42'14"W 0.00% 18" PERF PVC TYPE SDR-35 ' 12" PVC TYPE SDR-35 NE JOB #: 320-078.1 L52 88.70 S84°09 01 E 0.27% DATE: 2/09/2024 L53 130.51' S89°02'04"E 0.27% 12" PVC TYPE SDR-35 DRAWN BY: KS CHECKED BY: CS L54 159.58' S89°02'04"E 0.27% 12" PVC TYPE SDR-35 L55 14.14' S42°48'07"E 0.27% 24" PVC TYPE SDR-35 L56 8.80' N8°47'36"W 3.52% 12" PVC TYPE SDR-35 CONSTRUCTION L57 63.91' N81°05'26"E 0.25% 24" PVC TYPE SDR-35 DRAWINGS L58 260.37' SO°26'15"W 0.27% 24" PVC TYPE SDR-35 C4.2 STORM DRAIN DATA TABLES J-� I UTp-W LTP xw / / 10 �/ / 2595�4 Ln c 12 l\ SCO � E 'r_ S x t{ �o 2w- CO 1066 PRESSURE IRRIGATION DATA BSW- I BSW 2595.58 �� —W I X X X RWL-FACE TABLE = J R EGR X E - - - - - - - - - - I R x '� LINE # LENGTH DIRECTION NOTE M IA N C � � N / o L1 3.73' S89°20'15"W 4" PVC TYPE SDR-21 (CL 200) % N c L2 14.25' S38°20'14"E 4" PVC TYPE SDR-21 (CL 200) z M- Zo"IA o c ° L3 148.86' S89°16'24"E 4" PVC TYPE SDR-21 (CL 200) 0'0° W L4 168.86' NO`00'00"E 4" PVC TYPE SDR-21 (CL 200) V 2597 L5 175.43' N90°00'00"E 4" PVC TYPE SDR-21 (CL 200) ° ° W — L6 128.74' 1\190°00'00 W 4" PVC TYPE SDR-21 (CL 200) d 1 _ I ° P-6 LIVING LIVING ° LIVING GARAGE LIVING CONSTRUCTION NOTES o��Ss°cE s %F .� .'. a GARAGE GARAGE P-5 I d10 XGARAGE P-5 I 10 INSTALL WATER MAIN FITTING, GATE VAVLES AND THRUST BLOCKS PER ISPWC SD-403 AND SD-406. OT �O d c I X 17727 N L 12 INSTALL STANDARD IRRIGATION BOX PER ACHD SUPLIMENTAL TO THE ISPWC J/ CVCJ Qd cv — d I SD-619. CONTRACTOR TO VERIFY EXISTING PIPE TYPE, SIZE, HORIZONTAL AND ob VERTICAL LOCATION PRIOR TO CONSTRUCTION. C'STgTE OF�OP�,h ,• ° ca GARAGE LIVIN I GARAGE LIVIN N N 49 INSTALL PRESSURE IRRIGATION MAIN AND BACKFILL PER ISPWC SD-301, REFER TO CRY SCHRPG N 96 I p_4 I PRESSURE IRRIGATION DATA TABLE ON THIS SHEET FOR ADDITIONAL INFORMATION. d N 5775 SQ FT I ° � d W LIVING GARAGE co ° LIVING GARAGE 51 PROPOSED PUMP HOUSE LOCATION. REFER TO PLUMBING PLANS FOR PUMP HOUSE ° P_3 ° — — J IE p_3 REQUIREMENTS. d 97 d INSTALL 1" PRESSURE IRRIGATION SERVICE LINE WITH FIBERGLASS VALVE BOX AND de I ° O W d7,q7,Q.Qn FT V d ° HOSE BIB PER SD-902 AND SD-903. d d ° z ° I° akf LIVING GARAGE P-2 ° LIVING d GARAGE LIVING O ° d LIVING GARAGE GARAGE ° p_4 p_6 I P-4 ° d I ° coW nlr� a a ° ° d CC-== 52 � W ♦ . . ♦ d � p_3 I °d e ° ° LIVING GARAGE I 49 GARAGE LIVING P-2 ° I Cn d ° ad ° x U :� l d •I ` l U) ° N ° as ° O ° "FFTF ° 49 10 ° ° P— W d° ° I T34 34 GARAGE LIVINGQ.i� g 2I2I1 ° � 2I2I1 d '`� d a _I a ON 10 49° ° 52 � LIVING GARAGE ° d ° o O p_� IRR R d IRR ° d °I re ° x d U U dd d O ° / ° d d I d d . . ° ° LIVING — p-2 d GARAGE ° GARAGE LIVING 8 P-3 ° Q U) e ° d � `J z z 0 cp ° a P-6 ° W °d P-2 Ll LIVING I O LIVING d GARAGE e ° LIVING GARAGE GARAGE P-5 GARAGE LIVING ° I I ° DC W I P-3 d ° L d LI'1 x rl ° N a — a ° ° I ° 49 I d ° GARAGE LIVIN 3GARAGE LIVING P-4 p-4 I d P-4 p_4 a I ° IVING GARAGE — ° I IVING GARAGE d I g ° ° e ° lei 00 d d cTy) d d .W � W c/ ° L1 N i ao d I P-5 GARAGE GARAGE 12 LIVING I ° ° I p-5 GARAGE I N ° d I 49 p_6 I LIVING �I� LIVING GARAGE LIVING °51 P-6 � d p ° d 10 PUMP ° 4/ IYi e d— d e ° , � ' A ° IRff d 4 "W 363.81 2�g 25 7 ° I° d ° 14 °° °� d ° d °G d ° d G " I ° ° e ° d d d ° d ° d ° a n 61 ° d �— NE JOB #: 320-078.1 DATE: 2/09/2024 DRAWN BY: KS CHECKED BY: CS CONSTRUCTION DRAWINGS C5.0 PRESSURE 20 0 20 40 60 80 IRRIGATION PLAN SCALE 1" = 20'