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Home My WebLink AboutINFRASTRUCTURE PLAN Rev. (2) 5.12.2022 – 22-00260- 7N Apartments-Reviewed-ApprovedAuthor Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Description : 7N Apartments - Bldg 1 - 4 Plex Address : 386 E 7th N Record Type : New Multi-Family Residence Document Filename : Site Plan Rev. (2) 5.12.2022 – 22-00260.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00260 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 6 C101 Stamp Stan Crittenden : Fire Open 6 Approved - Fire Dept 1 G001 Stamp Tawnya Grover : P&Z Open 1 Plan Received 6 C101 Stamp Kyle Baldwin : P&Z Open 6 Approved - Planning and Zoning 1 G001 Stamp Joel Gray : PW Open 1 Approved - Public Works New Multi-Family Residence Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) P: \ H i r r l i n g e r , J a m e s \ 0 1 - 2 1 - 0 1 5 4 7 t h N o r t h A p a r t m e n t C o m p l e x \ 9 C A D \ S h e e t s \ 0 1 G e n e r a l \ 0 1 - 2 1 - 0 1 5 4 G 0 0 1 . d w g - MP A L M E R - 5/ 1 0 / 2 0 2 2 1 1 : 0 2 A M 7TH NORTH APARTMENTS JAMES HIRRLINGER REXBURG IDAHO PROJECT NO. 01-21-0154 DATE: MARCH 2022 VICINITY MAPPROJECT LOCATION MAP N.T.S. PROJECT AREA N.T.S. PROJECT LOCATION 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH: 208.356.9201 FAX: 208.356.0206 Know what's below. before you dig.Call R POCATELLO BOISE KETCHUM MOSCOW COEUR d'ALENE SALMON CAREY REXBURG15 INTERSTATE 15 INTERSTATE 84 INTERSTATE 86 INTERSTATE 84 INTERSTATE 84 INTERSTATE 90 INTERSTATE 93 30 89 91 30 89 2620 26 91 20 20 26 93 20 93 95 20 95 95 95 95 95 95 2 2 12 12 55 13 75 75 TWIN FALLS IDAHO FALLS BURLEY SODA SPRINGS MONTPELIER ARCO MACKAY CHALLIS DUBOIS McCALL GRANGERVILLE MOUNTAIN HOME STANLEY MALAD IDAHO OREGON MONTANA WASHINGTON CANADA NEVADA UTAH WYOMING IDAHO STATE OF DRIGGS NN 14209 QA / Q C DE S I G N E D DR A W N AP P R O V E D NO . RE V I S I O N S DA T E BY Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f F o r s g r e n A s s o c i a t e s I n c . a n d sh a l l n o t b e c o p i e d w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f Fo r s g r e n A s s o c i a t e s I n c . PAGE NO: DATE: SHEET NO: (IF NOT 2"- SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION PR O J E C T N O . 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH : 2 0 8 . 3 5 6 . 9 2 0 1 F A X : 2 0 8 .3 5 6 .0 2 0 6 JA M E S HI R R L I N G E R 7T H N O R T H A P P A R T M E N T S 14 2 0 9 CIVIL GENERAL NOTES 1.CONTRACTOR SHALL OBTAIN AN NPDES PERMIT AND DEVELOP A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND FURNISH AND INSTALL ALL NECESSARY BEST MANAGEMENT PRACTICES (BMP) ALL BMPS SHALL BE IN ACCORDANCE WITH ISPWC AND DEQ STANDARDS. 2.CONTRACTOR SHALL PROTECT THE EXISTING BUILDINGS, ASPHALT, CURB AND GUTTER, FENCE AND OTHER HARDSCAPE ON ADJACENT PROPERTIES DURING ALL CONSTRUCTION ACTIVITIES, IN THE EVENT DAMAGED OR DISTURBANCE HAPPENS, THE CONTRACTOR SHALL REPAIR OR REPLACE THE DAMAGED OR DISTURBED STRUCTURES OR SURFACES AT NO ADDITIONAL COST TO THE PROJECT. 3.LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS. BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT AND ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK AND AVOIDING DAMAGE TO SAME. 4.(**) INDICATES DIMENSIONS, LOCATIONS OR ELEVATIONS TO BE FIELD VERIFIED. 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES. ADDITIONALLY ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. 6.UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS OR ON SPECIFIC DRAWINGS. 7.SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH DRAWING FOR USAGE. 8.CONTRACTOR SHALL KEEP ALL CONSTRUCTION EQUIPMENT AT LEAST 10' FROM EXISTING OVERHEAD POWER LINES. IF THIS IS NOT FEASIBLE, CONTACT THE UTILITY OWNER TO INSTALL A TEMPORARY PROTECTIVE COVERING ON THE POWER LINES. 9.DRAWINGS SHOWING GENERAL SYMBOLOGY ARE STANDARD DRAWINGS. ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. 10.DRAWINGS INDICATE THE FINISHED PRODUCT. THEY DO NOT INDICATE A METHOD OF CONSTRUCTION. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT NEW AND EXISTING STRUCTURES DURING CONSTRUCTION. SUCH PRECAUTIONS SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, ETC. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPENSATING THE OWNER FOR ANY CHANGES MADE AS A RESULT OF A DEVIATION FROM THE CONTRACT DOCUMENTS SPECIFICATIONS, FAULTY MATERIALS, OR FAULTY WORKMANSHIP. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB SITE. 13.OBSERVATION VISITS TO THE JOB SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 14.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DIGLINE OF IDAHO 1-800-342-1585 OR 811 TO HAVE THE APPROPRIATE UTILITY COMPANIES LOCATE ANY UTILITY LOCATIONS WHICH MIGHT INTERFERE WITH CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 15.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION, ANY DUST PREVENTION MEASURES AND FOR TESTING OF LINES. 16.THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, WATER FOR CONSTRUCTION, PRE APPROVED WASTE SITES, AND ADDITION MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTION OF THE PROJECT. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION. 19.SCALE IS FOR FULL SIZE DRAWINGS, TYPICAL ALL SHEETS. 20.ALL WORK IN RIGHT OF WAY, I.E. STREET, SIDEWALK, CURB & GUTTER, ETC. MUST BE CONSTRUCTED PER CITY OF REXBURG STANDARDS. 21.PLAN SET CALLS STANDARD DRAWINGS FROM (ISPWC) IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. CONTRACTOR TO HAVE A COPY OF THE ISPWC SPECIFICATIONS AND STANDARD DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION. SHEET INDEX NO.TITLE GENERAL SHEETS G001 COVER SHEET G002 SHEET INDEX AND CIVIL GENERAL NOTES G003 LEGEND AND CIVIL ABBREVIATIONS CIVIL SHEETS C002 DETAILS C100 EXISTING CONDITIONS C101 OVERALL SITE PLAN C102 HORIZONTAL LAYOUT AND DIMENSION PLAN C200 GRADING AND DRAINAGE PLAN C301 UTILITY PLAN AND PROFILE P: \ H i r r l i n g e r , J a m e s \ 0 1 - 2 1 - 0 1 5 4 7 t h N o r t h A p a r t m e n t C o m p l e x \ 9 C A D \ S h e e t s \ 0 1 G e n e r a l \ 0 1 - 2 1 - 0 1 5 4 G 0 0 2 . d w g - -- - - - 5/ 1 0 / 2 0 2 2 1 1 : 0 2 A M 2 OF 9 MAR 2022 G002 SH E E T I N D E X A N D CI V I L G E N E R A L N O T E S A. S W E N S O N A. S W E N S O N M. P A L M E R 01 - 2 1 - 0 1 5 4 A C-001 A - LEGEND CIVIL ABBREVIATIONS CENTER LINE PROPERTY OR R/W LINE EASEMENT LINE STREET MONUMENT LINE WIRE FENCE CONTOUR LINE SPOT ELEVATION BANK SLOPES STORM DRAIN LINE WATER LINE GAS LINE TELEPHONE CABLE UNDERGROUND ELECTRIC ASPHALT PAVING FIRE HYDRANT WATER VALVE WATER METER STORM DRAIN CATCH BASIN STORM DRAIN INLET(S) UTILITY POLE & ANCHOR STRUCTURE CURB & GUTTER SIDEWALK RAILROAD TRACKS GUARD RAIL SECTION CORNER MONUMENT BENCH MARK SIGN POWER POLE BACK BK BOUNDARY BDRY BEGINNING/BEGINBEG BEGIN CURB RETURN BCR ALTERNATE ALT APPROXIMATELY APPROX ASPHALTASP ASPHALT CEMENTAC 4250 4250 EXISTING PROPOSED L LB LIN LT LWL m MATL MAX MKR MH MI MISC MON N No OD O-O OFF REV ORIG PVMT PC PCC PERF PI PL or P POB PP PRC PROJ PROP PT PSC PVC QTY R RCP RD REF REINF REQD REV RP RR RT R/W GALV GALVANIZED GM GAS METER GRD GROUND HDWL HEADWALL H&T HUB AND TACK HORIZ HORIZONTAL HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IRR IRRIGATION INV INVERT JCT JUNCTION T TOWNSHIP, TELEPHONE TAN TANGENT TBC TOP BACK CURB TEMP TEMPORARY TEL TELEPHONE/TELEGRAM TP TELEPHONE POLE TYP TYPICAL UBC UNIFORM BUILDING CODES VC VERTICAL CURVE VERT VERTICAL VOL VOLUME VPI VERTICAL POINT OF INTERSECTION VPC VERTICAL POINT OF CURVE VPT VERTICAL POINT OF TANGENCY W WEST/WATER WM WATER METER XING CROSSING XSEC CROSSING SECTION S SOUTH SAN SANITARY SCHED SCHEDULE SD STORM DRAIN SEC SECTION SHT SHEET SLB&M SALT LAKE BASE & MERIDIAN SPECS SPECIFICATIONS SQ SQUARE SS SANITARY SEWER ST STREET STL STEEL STA STATION STD STANDARD STRUCT STRUCTURE RIGHT OF WAY RIGHT/ROUTE RAILROAD REFERENCE POINT/RADIUS POINT REVISION REQUIRED REINFORCED REFERENCE ROAD REINFORCED CONCRETE PIPE RANGE/RADIUS QUANTITY POLYVINYL CHLORIDE POINT OF SPIRAL CURVE POINT OF TANGENCY PROPERTY PROJECT POINT OF REVERSE CURVE POWER POLE POINT OF BEGINNING PROPERTY LINE POINT OF INTERSECTION PERFORATED POLYETHELENE POINT OF COMPOUND CURVATURE POINT OF CURVATURE PAVEMENT ORIGINAL OFFICE REVISION OUTSIDE TO OUTSIDE OUTSIDE DIAMETER NUMBER NORTH MONUMENT MISCELLANEOUS MILE MANHOLE MARKER MAXIMUM MATERIAL METER LOW WATER LEVEL LEFT LINEAR/LINEAL POUND LENGTH BKFL BACKFILL ABUT ABUTMENT GASG BLDG BUILDING BLM BUREAU OF LAND MANAGEMENT BM BENCH MARK BOT BOTTOM BRG BEARING BSMT BASEMENT BTWN BETWEEN CALC CALCULATED CB CATCH BASIN CCW COUNTERCLOCKWISE C-C CENTER TO CENTER C&G CURB AND GUTTER CFS CUBIC FEET PER SECOND CLS CLASS CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE-ARCH COB CLEAN OUT BOX COL COLUMN CONC CONCRETE CONST CONSTRUCT COR CORNER CEN CENTER CU CUBIC CULV CULVERT CW CLOCKWISE °DEGREE DET DETAIL DIA DIAMETER DIP DUCTILE IRON PIPE DIST DISTANCE DN DOWN DWG DRAWING E EAST ECR END CURB RETURN ELEV ELEVATION ELEC ELECTRIC/ELECTRICAL EMB EMBANKMENT EO EDGE OF OIL EST ESTIMATE EXIST EXISTING FEN FENCE FD FOUND FDN FOUNDATION FIN FINISH FL OR F FLOW LINE FLR FLOOR FLG FLANGE FT FEET FTG FOOTING IRRIGATION LINE ARV AIR RELEASE VALVE TH TEST HOLE BOF BOTTOM OF FOOTING TOC TOP OF CONCRETE WP WORK POINT cm CENTIMETER C or CL CENTERLINE/CONTROL LINEL L FG FINISH GRADE KILOMETERkm POINT ON CURVEPOC TOP OF FOOTINGTOF TOP OF SLABTOS CONTROL LINE CHAIN LINK FENCE CORRUGATED CORR DRIVEWAY DRWY EACH EA EQUIPMENT EQUIP EXCAVATION EXC FEET PER SECOND FPS GAS VALVE GV JB JUNCTION BOX MPH MILES PER HOUR NRCP NON-REINFORCED CONCRETE PIPE NTS NOT TO SCALE N/A NO ACCESS or NOT APPLICABLE NIC NOT IN CONTRACT OBLIT OBLITERATE PE L PSI POUNDS PER SQUARE INCH UG UNDERGROUND UT UNDERGROUND TELEPHONE VALVE BOXVB WV WATER VALVE YARDYd @ AT &AND <ANGLE Ø ROUND or DIAMETER W/WITH W/O WITHOUT SECONDARY WATER LINE BW BACK OF WALK FINISH SURFACEFS LINEAR FEETLF %PERCENT DELTA MATCH LINE EL=4354 . 6 3 EL=4354.66 OVERHEAD ELECTRIC BARBED WIRE FENCE HY DHYD GASGAS WM WM D D WV WV D D SDV STORM DRAIN COMBO BOX STORM DRAIN MANHOLE STORM DRAIN CLEANOUT BOX D D STORM DRAIN VAULT SDV SWV SWLV SWV SWLV SECONDARY WATER VALVE SECONDARY WATER VAULT SANITARY SEWER LINE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE SS CO CO GAS VALVE GAS METER TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE POST T T T T T T ELECTRIC BOX ELECTRIC MANHOLE ELECTRIC METER E E E E E E FR FRFIRE RISER P P STREET LIGHT LIGHT CULVERT WATER AIR RELEASE VALVE ARV ARV CANAL OPEN DITCH BM NO. 46 ELEV=4256.50 TESTING BOREHOLE BH NO.1 11 3 12 4 LANDSCAPING (TREES ETC.) HATCHING/PATTERNS REVISION TRIANGLE DETAIL CALLOUT KEYNOTE CALLOUT PIPE CALLOUT SECTION CALLOUT DETAIL NAME SECTION NAME VIEW NAME ISOMETRIC VIEW CALLOUT DETAIL # SYSTEM SIZE SPECIFICATION NO. MATERIAL KEYNOTE REFERENCE DESIGNATION SHEET NO. REVISION NO. ANNOTATION GENERAL CALLOUT PROPOSED CALLOUT GENERAL NOTE CONSTRUCTION NOTE CONCRETE ASPHALT PAVEMENT SAND GROUTED RIP RAP UNDISTURBED SOIL UNTREATED BASE COURSE STRUCTURAL FILL LOOSE RIP RAP WETLANDS WATER DEMOLITION AREA BACKFILL STEEL CONCRETE MASONRY UNIT (CMU) 1 1 C-001 ABC 123 SHEET NO. 1 Description WW 55" SS DESCRIPTION Description XX-XXX EQUIPMENT CALLOUT SYSTEM TAG NUMBER DESCRIPTION SPEC # 00 00 00 1SCALE: N.T.S. DETAIL NAME SCALE DETAIL # ASCALE: 1"=1" SECTION NAME DESIGNATION SCALE SCALE: 1"=1" VIEW NAME VIEWPORT SCALE DESIGNATION SHEET NO. DETAIL NAME/ DESCRIPTION QA / Q C DE S I G N E D DR A W N AP P R O V E D NO . RE V I S I O N S DA T E BY Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f F o r s g r e n A s s o c i a t e s I n c . a n d sh a l l n o t b e c o p i e d w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f Fo r s g r e n A s s o c i a t e s I n c . PAGE NO: DATE: SHEET NO: (IF NOT 2"- SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION PR O J E C T N O . 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH : 2 0 8 . 3 5 6 . 9 2 0 1 F A X : 2 0 8 .3 5 6 .0 2 0 6 JA M E S HI R R L I N G E R 7T H N O R T H A P P A R T M E N T S 14 2 0 9 P: \ H i r r l i n g e r , J a m e s \ 0 1 - 2 1 - 0 1 5 4 7 t h N o r t h A p a r t m e n t C o m p l e x \ 9 C A D \ S h e e t s \ 0 1 G e n e r a l \ 0 1 - 2 1 - 0 1 5 4 G 0 0 3 . d w g - -- - - - 5/ 1 0 / 2 0 2 2 1 1 : 0 2 A M 3 OF 9 MAR 2022 G003 LE G E N D A N D C I V I L AB B R E V I A T I O N S A. S W E N S O N A. S W E N S O N M. P A L M E R 01 - 2 1 - 0 1 5 4 S T O R M T E C H E N D C A P C O V E R E N T I R E R O W W I T H A A S H T O M 2 8 8 C L A S S 2 N O N - W O V E N G E O T E X T I L E O R E Q U A L S C - 7 4 0 - - 8 ' W I D E S T R I P 12"AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL,BETWEEN FOUNDATION STONE AND CHAMBERSSC-740--5'-6' WIDE STRIPSC-310--4' WIDE STRIP CATCHBASIN 2 4 " 9 6 " M A X 6 " 1 8 " M I N N O T E S : 1 . A A S H T O M 2 8 8 C L A S S 2 N O N - W O V E N G E O T E X T I L E A L L A R O U N D A N G U L A R S T O N E . 2 . O V E R E X C A V A T I O N O F 6 " ± M A Y B E N E C E S S A R Y T O P L A C E I N F I L T R A T O R S Y S T E M O N E X I S T I N G G R A V E L L A Y E R B C M I N A D M A T E R I A L L O C A T I O N D E S C R I P T I O N F I L L M A T E R I A L F R O M 1 8 " T O G R A D E A B O V E C H A M B E R S D C F I L L M A T E R I A L F O R 6 " T O 1 8 " E L E V A T I O N A B O V E C H A M B E R S E M B E D M E N T S T O N E S U R R O U N D I N G A N D T O A 6 " E L E V A T I O N A B O V E C H A M B E R S B P A V E M E N T S E C T I O N , S E E P A V E M E N T S E C T I O N D E T A I L , C - 0 2 G R A N U L A R W E L L - G R A D E D S O I L / A G G R E G A T E M I X T U R E S , < 1 2 % F I N E S . O R W A S H E D G R A V E L P E R C L E A N A N G U L A R S T O N E W I T H T H E M A J O R I T Y O F P A R T I C L E S B E T W E E N ¾ - 2 I N C H N A T I V E S U B G R A D E M A T E R I A L A C O N T R A C T O R S H O U L D E X C A V A T E T O T H E N A T I V E G R A V E L L A Y E R A A S H T O M 4 3 D E S I G N A T I O N N / A N / A N / A A - 1 A - 2 A - 3 N / A A A S H T O M 1 4 5 D E S I G N A T I O N C O M P A C T I O N / D E N S I T Y R E Q U I R E M E N T C O M P A C T I N 6 " L I F T S T O A M I N I M U M 9 5 % S T A N D A R D P R O C T O R D E N S I T Y . R O L L E R G R O S S V E H I C L E W E I G H T N O T T O E X C E E D 1 2 , 0 0 0 L B S . D Y N A M I C F O R C E N O T T O E X C E E D 2 0 , 0 0 0 L B S . N O C O M P A C T I O N R E Q U I R E D P L A T E C O M P A C T O R R O L L T O A C H I E V E A 9 5 % S T A N D A R D P R O C T O R D E N S I T Y A C C E P T A B L E F I L L M A T E R I A L S S C - 7 4 0 C H A M B E R S Y S T E M S 6 " M I N 1 2 " M I N T Y P P L E A S E N O T E : T H E L I S T E D A A S H T O D E S I G N A T I O N S A R E F O R G R A D A T I O N S O N L Y . T H E S T O N E M U S T A L S O B E C L E A N C R U S H E D A N G U L A R . F O R E X A M P L E , T H E S T O N E M U S T B E S P E C I F I E D A S C L E A N , C R U S H E D , A N G U L A R N O . 4 S T O N E . B 10" PVC SDR 35OR HDPE PIPE AMCORE #CB100 30" INLET SUMPW/2'x2' INLET GRATE HS20 LOAD-RATING D&L 1180 R&GAASHTO M288 CLASS2 NON-WOVENGEOTEXTILE INSPECTION PORT TO BEATTACHED THROUGHKNOCK-OUT LOCATED ATCENTER OF CHAMBERSC-740 CHAMBER AASHTO M288 CLASS2 NON-WOVENGEOTEXTILE PAVEMENT CLASS "C" CONCRETEFLOOR BOX FRAME AND LIDWITH S.S. CAP SCREW LIDCLOSURE INSPECTION PORT WITH SCREW-IN CAP4" (100 mm) PVCRISER INSTALL DOWN-TURNEDELBOW FOR USE AS ABMP INSPECTION PORT SHALL BEINSTALLED IN THE CENTEROF EACH ISOLATOR ROW S T O R M T E C H C H A M B E R N O T E S 1 . S T O R M T E C H R E Q U I R E S I N S T A L L I N G C O N T R A C T O R S T O U S E A N D U N D E R S T A N D S T O R M T E C H ' S L A T E S T I N S T A L L A T I O N I N S T R U C T I O N S P R I O R T O B E G I N N I N G S Y S T E M I N S T A L L A T I O N . 2 . O U R T E C H N I C A L S E R V I C E S D E P A R T M E N T O F F E R S I N S T A L L A T I O N C O N S U L T A T I O N S T O I N S T A L L I N G C O N T R A C T O R S . C O N T A C T O U R T E C H N I C A L S E R V I C E S R E P R E S E N T A T I V E A T L E A S T 3 0 D A Y S P R I O R T O S Y S T E M I N S T A L L A T I O N T O A R R A N G E A P R E - I N S T A L L A T I O N C O N S U L T A T I O N . O U R R E P R E S E N T A T I V E S C A N T H E N A N S W E R Q U E S T I O N S O R A D D R E S S C O M M E N T S O N T H E S T O R M T E C H C H A M B E R S Y S T E M A N D I N F O R M T H E I N S T A L L I N G C O N T R A C T O R O F T H E M I N I M U M I N S T A L L A T I O N R E Q U I R E M E N T S B E F O R E B E G I N N I N G T H E S Y S T E M ' S C O N S T R U C T I O N . C A L L 1 - 8 8 8 - 8 9 2 - 2 6 9 4 T O S P E A K T O A T E C H N I C A L S E R V I C E S R E P R E S E N T A T I V E O R V I S I T W W W . S T O R M T E C H . C O M T O R E C E I V E A C O P Y O F O U R I N S T A L L A T I O N I N S T R U C T I O N S . 3 . S T O R M T E C H ' S R E Q U I R E M E N T S F O R S Y S T E M S W I T H P A V E M E N T D E S I G N ( A S P H A L T , C O N C R E T E P A V E R S , E T C . ) : M I N I M U M C O V E R I S 1 8 " ( 4 5 7 m m ) N O T I N C L U D I N G P A V E M E N T ; M A X I M U M C O V E R I S 9 6 " ( 2 4 3 8 m m ) I N C L U D I N G P A V E M E N T . F O R I N S T A L L A T I O N S T H A T D O N O T I N C L U D E P A V E M E N T , W H E R E R U T T I N G F R O M V E H I C L E S M A Y O C C U R , M I N I M U M R E Q U I R E D C O V E R I S 2 4 " ( 6 1 0 m m ) , M A X I M U M C O V E R I S 9 6 " ( 2 4 3 8 m m ) . 4 . T H E C O N T R A C T O R M U S T R E P O R T A N Y D I S C R E P A N C I E S W I T H C H A M B E R F O U N D A T I O N M A T E R I A L S B E A R I N G C A P A C I T I E S T O T H E D E S I G N E N G I N E E R . 5 . A A S H T O M 2 8 8 C L A S S 2 N O N - W O V E N G E O T E X T I L E ( F I L T E R F A B R I C ) M U S T B E U S E D A S I N D I C A T E D I N T H E P R O J E C T P L A N S 6 . S T O N E P L A C E M E N T B E T W E E N C H A M B E R S R O W S A N D A R O U N D P E R I M E T E R M U S T F O L L O W I N S T R U C T I O N S A S I N D I C A T E D I N T H E M O S T C U R R E N T V E R S I O N O F S T O R M T E C H ' S I N S T A L L A T I O N I N S T R U C T I O N S . 7 . B A C K F I L L I N G O V E R T H E C H A M B E R S M U S T F O L L O W R E Q U I R E M E N T S A S I N D I C A T E D I N T H E M O S T C U R R E N T V E R S I O N O F S T O R M T E C H ' S I N S T A L L A T I O N I N S T R U C T I O N S . 8 . T H E C O N T R A C T O R M U S T R E F E R T O S T O R M T E C H ' S I N S T A L L A T I O N I N S T R U C T I O N S F O R A T A B L E O F A C C E P T A B L E V E H I C L E L O A D S A T V A R I O U S D E P T H S O F C O V E R . T H I S I N F O R M A T I O N I S A L S O A V A I L A B L E A T S T O R M T E C H ' S W E B S I T E : W W W . S T O R M T E C H . C O M . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R P R E V E N T I N G V E H I C L E S T H A T E X C E E D S T O R M T E C H ' S R E Q U I R E M E N T S F R O M T R A V E L I N G A C R O S S O R P A R K I N G O V E R T H E S T O R M W A T E R S Y S T E M . T E M P O R A R Y F E N C I N G , W A R N I N G T A P E A N D A P P R O P R I A T E L Y L O C A T E D S I G N S A R E C O M M O N L Y U S E D T O P R E V E N T U N A U T H O R I Z E D V E H I C L E S F R O M E N T E R I N G S E N S I T I V E C O N S T R U C T I O N A R E A S . 9 . T H E C O N T R A C T O R M U S T A P P L Y E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S T O P R O T E C T T H E S T O R M W A T E R S Y S T E M D U R I N G A L L P H A S E S O F S I T E C O N S T R U C T I O N P E R L O C A L C O D E S A N D D E S I G N E N G I N E E R ' S S P E C I F I C A T I O N S . 1 0 . S T O R M T E C H P R O D U C T W A R R A N T Y I S L I M I T E D . S E E C U R R E N T P R O D U C T W A R R A N T Y F O R D E T A I L S . T O A C Q U I R E A C O P Y C A L L S T O R M T E C H A T 1 - 8 8 8 - 8 9 2 - 2 6 9 4 O R V I S I T W W W . S T O R M T E C H . C O M PERFORATED BOTTOM QA/QC DESIGNED DRAWN APPROVED NO.REVISIONS DATEBY This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc. and shall not be copied without the written authorization ofForsgren Associates Inc. P A G E N O : D A T E : S H E E T N O : ( I F N O T 2 " - S C A L E A C C O R D I N G L Y ) A T F U L L S I Z E L I N E I S 2 I N C H E S A T T E N T I O N PROJECT NO. 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH: 208.356.9201 FAX: 208.356.0206 JAMES HIRRLINGER 7TH NORTH APPARTMENTS 14209 1ISOLATOR ROW DETAILSCALE: NTS2INSPECTION PORT DETAILSCALE: NTS 3 A C C E P T A B L E F I L L M A T E R I A L S S C A L E : N T S 4PERPENDICULAR CONNECTIONSCALE: NTSP:\Hirrlinger, James\01-21-0154 7th North Apartment Complex\9 CAD\Sheets\03Civil\01-21-0154 C001.dwg - ---- - 5/10/2022 11:02 AM 4 O F 9 M A R 2 0 2 2 C 0 0 1 DETAILS A. SWENSON A. SWENSON M. PALMER 01-21-0154 5/8 PLCAP N:792205.61 E:760245.68 ELEV: 4874.362 5/8 PLCAP N:792393.50 E:760244.10 ELEV: 4874.391 4 8 7 4 48 7 4 48 7 4 4873 48 7 5 N GRAPHIC SCALE Scale: 1"=10' 30'20'10'5'0' QA / Q C DE S I G N E D DR A W N AP P R O V E D NO . RE V I S I O N S DA T E BY Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f F o r s g r e n A s s o c i a t e s I n c . a n d sh a l l n o t b e c o p i e d w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f Fo r s g r e n A s s o c i a t e s I n c . PAGE NO: DATE: SHEET NO: (IF NOT 2"- SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION PR O J E C T N O . 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH : 2 0 8 . 3 5 6 . 9 2 0 1 F A X : 2 0 8 .3 5 6 .0 2 0 6 CONSTRUCTION NOTES JA M E S HI R R L I N G E R 7T H N O R T H A P P A R T M E N T S 14 2 0 9 P: \ H i r r l i n g e r , J a m e s \ 0 1 - 2 1 - 0 1 5 4 7 t h N o r t h A p a r t m e n t C o m p l e x \ 9 C A D \ S h e e t s \ 0 3 C i v i l \ 0 1 - 2 1 - 0 1 5 4 C 1 0 0 . d w g - -- - - - 5/ 1 0 / 2 0 2 2 1 1 : 0 2 A M PRELIMINARY 5 OF 9 MAR 2022 C100 EX I S T I N G C O N D I T I O N S AN D S U R V E Y C O N T R O L A. S W E N S O N A. S W E N S O N M. P A L M E R 01 - 2 1 - 0 1 5 4 EXISTING BUILDING EXISTING CONCRETE SLAB EXISTING FENCE EXISTING FENCE EXISTING FENCE EXISTING CURB AND GUTTER EXISTING CONCRETE SLAB SS COCO CO CO N GRAPHIC SCALE Scale: 1"=10' 30'20'10'5'0' QA / Q C DE S I G N E D DR A W N AP P R O V E D NO . RE V I S I O N S DA T E BY Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f F o r s g r e n A s s o c i a t e s I n c . a n d sh a l l n o t b e c o p i e d w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f Fo r s g r e n A s s o c i a t e s I n c . PAGE NO: DATE: SHEET NO: (IF NOT 2"- SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION PR O J E C T N O . 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH : 2 0 8 . 3 5 6 . 9 2 0 1 F A X : 2 0 8 .3 5 6 .0 2 0 6 CONSTRUCTION NOTES JA M E S HI R R L I N G E R 7T H N O R T H A P P A R T M E N T S 14 2 0 9 A.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC ARE TO CENTERLINE UNLESS OTHERWISE NOTED. B.DIMENSIONS TO, OR COORDINATES FOR CURBING IS TO TOP BACK OF CURB UNLESS OTHERWISE NOTED. C. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER DEWATERING TO CONSTRUCT THIS PROJECT. D.THIS PROJECT SHALL BE CONSTRUCTED ACCORDING TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). E.EXTERIOR WALL NEED TO HAVE A MINIMUM 1 HOUR RATION DUE TO SEPARATION DISTANCE, PER THE CITY OF REXBURG. TOTAL ACREAGE . . . . . . . . . . . 0.76 AC - 100% GREEN SPACE . . . . . . . . . . . . . .0.26 AC - 34% SNOW STORAGE . . . . . . . . . . . .0.10 AC - 13% ROOF . . . . . . . . . . . . . . . . . . . . . 0.21 AC - 28% HARDSCAPE . . . . . . . . . . . . . . . 0.29 AC - 38% TOTAL UNITS . . . . . . . . . . . . . . 16 TOTAL PARKING . . . . . . . . . . . . 32 ADA PARKING . . . . . . . . . . . . . . 2 1 8 ' T Y P 9' TYP 1 2 . 5 ' 70'8'70'10'20' 1 5 ' 6 ' 6 2 ' 6 ' 1 2 . 5 ' 3 2 ' 1 0 ' 19.61'70'8'70'10.65' 10.69'159' 5' 8.5' P: \ H i r r l i n g e r , J a m e s \ 0 1 - 2 1 - 0 1 5 4 7 t h N o r t h A p a r t m e n t C o m p l e x \ 9 C A D \ S h e e t s \ 0 3 C i v i l \ 0 1 - 2 1 - 0 1 5 4 C 1 0 1 . d w g - -- - - - 5/ 1 0 / 2 0 2 2 1 1 : 0 2 A M PRELIMINARY 6 OF 9 MAR 2022 C101 OV E R A L L S I T E P L A N A. S W E N S O N A. S W E N S O N M. P A L M E R 01 - 2 1 - 0 1 5 4 AD D E D N O T E 1 5/ 2 2 AE S 3 2 ' 2 7 ' 2 7 ' 18 ' 17.61' 8' NEW TREE, TYP NEW SHRUB, TYP NEW FENCE 18 ' 9' TYP 1 5/8 PLCAP N:792205.61 E:760245.68 ELEV: 4874.362 5/8 PLCAP N:792393.50 E:760244.10 ELEV: 4874.391 N 792377.2 E 760086.23 N 792377.78 E 760156.23 N 792345.78 E 760156.49 N 792345.2 E 760086.49 N 792377.84 E 760164.23 N 792378.42 E 760234.22 N 792346.42 E 760234.49N 792345.84 E 760164.49 N 792214.2 E 760087.58 N 792246.2 E 760087.31 N 792246.78 E 760157.31 N 792214.78 E 760157.57 N 792246.85 E 760165.31 N 792214.85 E 760165.57 N 792215.43 E 760235.57 N 792247.43 E 760235.31 N 792327.94 E 760236.14 N 792310.51 E 760244.79 N 792283.51 E 760245.01 N 792265.94 E 760236.65 N 792326.62 E 760077.15 N 792309.03 E 760066.6 N 792282.04 E 760067.01 N 792264.62 E 760077.66 N 792291.03 E 760081.04 N 792292.27 E 760231.05 N 792265.41 E 760173.16 N 792289.79 E 760172.95 N 792265.26 E 760155.16 N 792289.64 E 760154.95 N 792291.66 E 760156.78 N GRAPHIC SCALE Scale: 1"=10' 30'20'10'5'0' QA / Q C DE S I G N E D DR A W N AP P R O V E D NO . RE V I S I O N S DA T E BY Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f F o r s g r e n A s s o c i a t e s I n c . a n d sh a l l n o t b e c o p i e d w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f Fo r s g r e n A s s o c i a t e s I n c . PAGE NO: DATE: SHEET NO: (IF NOT 2"- SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION PR O J E C T N O . 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH : 2 0 8 . 3 5 6 . 9 2 0 1 F A X : 2 0 8 .3 5 6 .0 2 0 6 CONSTRUCTION NOTES JA M E S HI R R L I N G E R 7T H N O R T H A P P A R T M E N T S 14 2 0 9 1 8 ' 9' 1 2 . 5 ' 70'8'70'10'20' 1 5 ' 6 ' 6 2 ' 6 ' 1 2 . 5 ' 3 2 ' 1 0 ' 20'70'8'70'10' 11'158' 5' 9' P: \ H i r r l i n g e r , J a m e s \ 0 1 - 2 1 - 0 1 5 4 7 t h N o r t h A p a r t m e n t C o m p l e x \ 9 C A D \ S h e e t s \ 0 3 C i v i l \ 0 1 - 2 1 - 0 1 5 4 C 1 0 2 . d w g - -- - - - 5/ 1 0 / 2 0 2 2 1 1 : 0 2 A M PRELIMINARY 7 OF 9 MAR 2022 C102 HO R I Z O N T A L L A Y O U T AN D D I M E N S I O N P L A N A. S W E N S O N A. S W E N S O N M. P A L M E R 01 - 2 1 - 0 1 5 4 AD D N O T E A 5/ 2 2 AE S 3 2 ' 2 6 ' 2 6 ' A.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC ARE TO CENTERLINE UNLESS OTHERWISE NOTED. B.DIMENSIONS TO, OR COORDINATES FOR CURBING IS TO TOP BACK OF CURB UNLESS OTHERWISE NOTED. C. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER DEWATERING TO CONSTRUCT THIS PROJECT. D.THIS PROJECT SHALL BE CONSTRUCTED ACCORDING TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). KEYED NOTES: 1.CONTRACTOR TO INSTALL CURB ACCORDING TO ISPWC STANDARD DRAWING SD-701A - 6" VERTICAL CURB (NO GUTTER). 2. CONTRACTOR TO INSTALL SIDEWALK PER ISPWC STANDARD DRAWING SD-709. WIDTH OF SIDEWALK AS SHOWN ON PLANS. CROSS SLOPE OF SIDEWALKS NOT TO EXCEED 2.0%. 3.CONTRACTOR TO INSTALL CONCRETE DRIVEWAY APPROACH PER ISPWC STANDARD DRAWING SD-710C. 4.CONTRACTOR TO INSTALL ASPHALT PER DETAIL X/C00X. 5.INSTALL MONOLITHIC CURB WHERE SIDEWALK BUTTS AGAINST ASPHALT PER DETAIL X/C00X. 6.EXTEND SIDEWALK TO SIDEWALK ON 7TH NORTH. WIDTH TO MATCH EXISTING. 7.ALL ADA SIDEWALK APPROACHES TO MEET ADA REQUIREMENTS. 8.TRASH ENCLOSURE MUST BE BY CITY OF REXBURG STANDARDS. IF GATES ARE USED THEY MUST OPEN 180 DEGREES. # 5' WIDE SIDEWALK, TYP 5' WIDE SIDEWALK, TYP 1 1 1 1 2 2 2 2 3 4 5 5 5' WIDE SIDEWALK, TYP 2 5' WIDE SIDEWALK, TYP 2 14 . 3 1 ' BO W 15 . 5 3 ' BO W 14 . 8 5 ' BO W 20.13' BOW 10.82' TBC 20.14' BOW 10.85' TBC 26 7 7 8 1 1 4 8 7 4 48 7 4 48 7 4 4873 48 7 5 -3 . 0 % -3 . 5 % -0.5% -4 . 4 % -4 . 1 % -1 . 6 % -1 . 5 % 48 7 4 4874 48 7 4 4 8 7 4 4874 4874 4874 -0.5% -1 . 4 % -1 . 7 % -1 . 6 % -1 . 7 % TC 4 8 7 4 . 7 8 TBC 4874.73 T C 4 8 7 4 . 6 2 TC 4874.60 TC 4 8 7 4 . 7 6 T A 4 8 7 4 . 4 5 T A 4 8 7 4 . 4 3 TA 4 8 7 4 . 4 0 TA 4 8 7 4 . 2 6 TA 4 8 7 4 . 2 8 TA 4 8 7 4 . 3 0 TA 4 8 7 4 . 2 9 TA 4 8 7 4 . 4 5 RI M 4 8 7 3 . 3 9 T B C 4 8 7 4 . 7 3 TBC 4874.58 TA 4874.40 T A 4 8 7 4 . 2 5 TC 4 8 7 4 . 9 0 TC 4 8 7 4 . 9 0 TC 4 8 7 5 . 3 9 TC 4 8 7 5 . 3 7 TC 4 8 7 4 . 8 4 T C 4 8 7 4 . 8 7 TC 4 8 7 4 . 7 0 TC 4 8 7 4 . 7 1 FG 4 8 7 4 . 9 0 FG 4 8 7 4 . 5 8 FG 4 8 7 4 . 5 8 FG 4 8 7 4 . 9 0 FG 4 8 7 4 . 9 0 FG 4 8 7 4 . 5 8 FG 4 8 7 4 . 5 8 FG 4 8 7 4 . 9 0 FG 4 8 7 5 . 0 0 FG 4 8 7 4 . 6 8 FG 4 8 7 4 . 6 8 FG 4 8 7 4 . 6 8 FG 4 8 7 5 . 0 0 FG 4 8 7 5 . 0 0 FG 4 8 7 5 . 0 0 FG 4 8 7 4 . 6 8 F G 4 8 7 4 . 0 6 F G 4 8 7 4 . 2 3 F G 4 8 7 3 . 7 8 F G 4 8 7 3 . 7 8 F G 4 8 7 3 . 7 8 F G 4 8 7 4 . 2 2 F G 4 8 7 4 . 7 1 F G 4 8 7 4 . 7 0 FG 4 8 7 4 . 5 0 FG 4 8 7 3 . 7 3 FG 4 8 7 3 . 7 3 FG 4 8 7 3 . 7 3 FG 4 8 7 4 . 1 8 FG 4 8 7 4 . 5 3 F G 4 8 7 4 . 2 5 FG 4 8 7 4 . 1 8 E X 4 8 7 5 . 3 4 E X 4 8 7 5 . 1 9 EX 4 8 7 5 . 2 0 EX 4 8 7 4 . 2 9 EX 4 8 7 4 . 9 4 EX 4 8 7 4 . 8 6 EX 4 8 7 4 . 2 8 EX 4 8 7 3 . 9 1 E X 4 8 7 4 . 1 5 E X 4 8 7 4 . 2 0 E X 4 8 7 4 . 2 9 E X 4 8 7 4 . 4 5 E X 4 8 7 5 . 0 8 TC 4 8 7 5 . 0 8 T C 4 8 7 4 . 6 1 TA 4 8 7 3 . 7 6 T A 4 8 7 3 . 7 7 TC 4 8 7 4 . 8 7 TC 4 8 7 4 . 8 5 TC 4 8 7 4 . 8 6 TA 4 8 7 4 . 7 1 TA 4 8 7 4 . 7 1 TA 4 8 7 4 . 2 7 TA 4 8 7 4 . 2 8 TA 4 8 7 3 . 4 9 T A 4 8 7 3 . 4 4 N GRAPHIC SCALE Scale: 1"=10' 30'20'10'5'0' QA / Q C DE S I G N E D DR A W N AP P R O V E D NO . RE V I S I O N S DA T E BY Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f F o r s g r e n A s s o c i a t e s I n c . a n d sh a l l n o t b e c o p i e d w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f Fo r s g r e n A s s o c i a t e s I n c . PAGE NO: DATE: SHEET NO: (IF NOT 2"- SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION PR O J E C T N O . 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH : 2 0 8 . 3 5 6 . 9 2 0 1 F A X : 2 0 8 .3 5 6 .0 2 0 6 CONSTRUCTION NOTES JA M E S HI R R L I N G E R 7T H N O R T H A P P A R T M E N T S 14 2 0 9 P: \ H i r r l i n g e r , J a m e s \ 0 1 - 2 1 - 0 1 5 4 7 t h N o r t h A p a r t m e n t C o m p l e x \ 9 C A D \ S h e e t s \ 0 3 C i v i l \ 0 1 - 2 1 - 0 1 5 4 C 1 0 3 . d w g - -- - - - 5/ 1 0 / 2 0 2 2 1 1 : 0 2 A M PRELIMINARY 8 OF 9 MAR 2022 C103 GR A D I N G A N D D R A I N A G E PL A N A. S W E N S O N A. S W E N S O N M. P A L M E R 01 - 2 1 - 0 1 5 4 A.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC ARE TO CENTERLINE UNLESS OTHERWISE NOTED. B.DIMENSIONS TO, OR COORDINATES FOR CURBING IS TO TOP BACK OF CURB UNLESS OTHERWISE NOTED. C. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER DEWATERING TO CONSTRUCT THIS PROJECT. D.THIS PROJECT SHALL BE CONSTRUCTED ACCORDING TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). KEYED NOTES 1.CONTRACTOR TO GRADE DRAINAGE AWAY FROM BUILDING ON TO COMMON LANDSCAPE AREA. 2.CONTRACTOR TO INSTALL 14 STORM DRAIN INFILTRATORS PER DETAILS ON SHEET C001. 3.CONTRACTOR TO INSTALL OPEN BOTTOM PERFORATED 30"Øx (#) DEEP CATCH BASIN WITH OPEN CIRCULAR GRATE COVER, OLD CASTLE MODEL #'S 1250200, 1250500 AND 1180 RING AND GRATE OR EQUAL. 4.CONTRACTOR TO INSTALL VALLEY GUTTER PER ISPWC STANDARD DRAWING SD-708. # 11 1 1 4 3 3 33 3 3 3 3 3 2 SS CO CO CO CO N GRAPHIC SCALE Scale: 1"=10' 30'20'10'5'0' QA / Q C DE S I G N E D DR A W N AP P R O V E D NO . RE V I S I O N S DA T E BY Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f F o r s g r e n A s s o c i a t e s I n c . a n d sh a l l n o t b e c o p i e d w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f Fo r s g r e n A s s o c i a t e s I n c . PAGE NO: DATE: SHEET NO: (IF NOT 2"- SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION PR O J E C T N O . 3 5 0 N O R T H 2 N D E A S T , R E X B U R G , I D 8 3 4 4 0 PH : 2 0 8 . 3 5 6 . 9 2 0 1 F A X : 2 0 8 .3 5 6 .0 2 0 6 CONSTRUCTION NOTES JA M E S HI R R L I N G E R 7T H N O R T H A P P A R T M E N T S 14 2 0 9 A.ALL DIMENSIONS AND COORDINATES ARE TO BACK OF CURB UNLESS NOTED OTHERWISE. B.ALL UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID UNFORESEEN UTILITY INTERFERENCE. C.PROVIDE TRENCHING FOR ALL LINES PER ISPWC SD-301. D.INSTALL THRUST BLOCKS AT ALL BENDS IN PRESSURE LINES PER ISPWC SD-402. E.THERE SHALL BE A 10' MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED. F.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT WATER LINES) SHALL BE TWO FEE HORIZONTALLY. G.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES UNLESS OTHERWISE SHOWN ON PLANS SHALL BE FIVE (5) FEET. H.CONTRACTOR SHALL PROVIDE ANY GROUND WATER DEWATERING TO CONSTRUCT THIS PROJECT. KEYED NOTES 1.CONSTRUCT 4" PVC SANITARY SEWER LATERAL PER ISPWC STANDARD DRAWING SD-511 AND SECTION 501 AND 504. 2.INSTALL 8" ASTM D3034 SDR 35 PVC SEWER LINE. 3.CONTRACTOR TO LOCATE AND CONNECT TO EXISTING 8" SEWER STUB. 4.INSTALL CLEAN OUT 5' FROM BUILDING PER ISPWC STANDARD DRAWING SD-506. SIZE TO MATCH PIPE SIZE. LID SHALL BE INSTALLED FLUSH WITH FINISHED GRADE. 5.INSTALL SEWER MANHOLE PER ISPWC STANDARD DRAWING SD-501. 6.CONNECT TO EXISTING WATERLINE WITH 4" HOT TAP WITH 4" GATE VALVE. GATE VALVE TO BE INSTALLED PER ISPWC STANDARD DRAWING SD-406. 7.INSTALL 1" WATER SERVICE AND METER PER CITY OF REXBURG STANDARDS. 8.INSTALL 4" C-900 PVC WATER LINE PER ISPWC SECTION 401 AND ISPWC STANDARD DRAWING SD-301. REPAIR ASPHALT AND GRAVEL SURFACES IN-KIND. 9.INSTALL HYDRANT ASSEMBLY PER ISPWC STANDARD DRAWING SD-404. 6' WIDE SIDEWALK 6' WIDE SIDEWALK P: \ H i r r l i n g e r , J a m e s \ 0 1 - 2 1 - 0 1 5 4 7 t h N o r t h A p a r t m e n t C o m p l e x \ 9 C A D \ S h e e t s \ 0 3 C i v i l \ 0 1 - 2 1 - 0 1 5 4 C 1 0 4 . d w g - -- - - - 5/ 1 0 / 2 0 2 2 1 1 : 0 3 A M PRELIMINARY 9 OF 9 MAR 2022 C104 UT I L I T I E S P L A N A. S W E N S O N A. S W E N S O N M. P A L M E R 01 - 2 1 - 0 1 5 4 UP D A T E U T I L I T Y D E S I G N 1 5/ 2 2 AE S MANHOLE 1 N: 792305.45 E: 760080.86 RIM 4874.23 IE N 4864.42 IE S 4864.52 IE E 4864.52 MANHOLE 3 N: 792306.73 E: 760226.46 RIM 4874.17 IE W 4865.10 # 11 11 2 3 4 4 4 4 5 5 6 7 7 7 7 8 9 PROPOSED TRANSFORMER LOCATION PROPOSED TRANSFORMER LOCATION BUILDING #1 BUILDING #3 BUILDING #2 BUILDING #4 CA R L O W S T R E E T 7TH NORTH 1 1 1 1