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HomeMy WebLinkAboutINFRASTRUCTURE PLAN 4.15.22 - 22-00260 - 670 Carlow - 7N Apartments - 4 Bldgs - 4 Plex7TH NORTH APARTMENTS JAMES HIRRLINGER REXB U RG I DAH O N CANADA z STATE OF IDAHO WASHINGTON COEUR :,ALFNE MONTANA MOSCOW 2 GRANGERVILLE PROJECT LOCATION SALMON OREGON MCOALL IDAHO CHALLIS �•AN EY OUBOr MACKAY �_ RE IQ:TCHUM ARCH - DRIGGS SOISE m v— WYOMING FAL S MOUMAIN CAREY HOME POCATELLO SODA SPRINGS MN � FALLS BURLE ONTPELIER MAIAD i NEVADA UTAH N.T.S. PROJECT LOCATION MAP PROJECT NO. 01-21-0154 DATE: MARCH 2O22 �SS\O NA L e O� G1ST ERE 7, Q � 4209 �q �_'��Z� Fo SGREN room 9qn TE OF \� \Spy 4*da&4�Z. m 'rO`V E. SY�``_ 350 NORTH 2ND EAST, BURG, ID 83440 KnCallow bsoreyou Call before you dig. PH: 208.356.9201 FAX: 208.356.0206 .... ... .... p N.T.S. VICINITY MAP PROJECT AREA BARNEY DAIRY RD SHEETINDEX NO. TITLE GENERALSHEETS 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 CIVIL GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN AN NPDES PERMIT AND DEVELOP A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND <<m FURNISH AND INSTALL ALL NECESSARY BEST MANAGEMENT PRACTICES (BMP) ALL BMPS SHALL BE IN ACCORDANCE WITH ISPWC o AND DEQ STANDARDS. Z 2_ jjli$ 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 a CONTRACTOR SHALL REPAIR OR REPLACE THE DAMAGED OR DISTURBED STRUCTURES OR SURFACES AT NO ADDITIONAL COST TO B aa= THE PROJECT. r.N 3. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING g m 2 12 z TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS. BUT DO NOT PURPORT TO BE g �u 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. m� 4. ('") INDICATES DIMENSIONS, LOCATIONS OR ELEVATIONS TO BE FIELD VERIFIED. c 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 W AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. w 6. UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL r 1 r DETAILS AND GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS V Q OR ON SPECIFIC DRAWINGS. r ^ V/ JJ W o 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. = S r 8. CONTRACTOR SHALL KEEP ALL CONSTRUCTION EQUIPMENT AT LEAST 10' FROM EXISTING OVERHEAD POWER LINES. IF THIS IS NOT O o; FEASIBLE, CONTACT THE UTILITY OWNER TO INSTALL A TEMPORARY PROTECTIVE COVERING ON THE POWER LINES. z o o� 9. DRAWINGS SHOWING GENERAL SYMBOLOGY ARE STANDARD DRAWINGS. ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS a PROJECT. 10. DRAWINGS INDICATE THE FINISHED PRODUCT. THEY DO NOT INDICATE A METHOD OF CONSTRUCTION. CONTRACTOR SHALL TAKE 6 _�`� Nosy ALL PRECAUTIONS NECESSARY TO PROTECT NEW AND EXISTING STRUCTURES DURING CONSTRUCTION. SUCH PRECAUTIONS NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, ETC, i SHALL INCLUDE, BUT N N To 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. yObd 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB SITE. w o 0 13. OBSERVATION VISITS TO THE JOB SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NEITHER BE CONSTRUED AS a Z Z INSPECTION NOR APPROVAL OF CONSTRUCTION. S m d N 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT o INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT Z w DIGLINE OF IDAHO 1-800-342-1585 OR 811 TO HAVE THE APPROPRIATE UTILITY COMPANIES LOCATE ANY UTILITY LOCATIONS WHICH Ili 3 °� MIGHT INTERFERE WITH CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING o a 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. W 16. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF IJ.I Z Z UNIFORM TRAFFIC CONTROL DEVICES. C CQ 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. ' 0/ 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. � y 20. ALL WORK IN RIGHT OF WAY, I.E. STREET, SIDEWALK, CURB & GUTTER, ETC. MUST BE CONSTRUCTED PER CITY OF REXBURG I- IJ.I STANDARDS. W Q Lu 21. PLAN SET CALLS STANDARD DRAWINGS FROM (ISPWC) IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. CONTRACTOR TO Z O HAVE A COPY OF THE ISPWC SPECIFICATIONS AND STANDARD DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION. Q Z a w�IL d Q Z W I- Z Lu o W Z = J N = � V ATTENTION LINE IS 2 INCHES AT FULL SIZE G002 DATE: (IF NOT]'- SCALE ACCORDINGLY) MAR 2022 PAGE NO: 2OF9 LEGEND CIVIL ABBREVIATIONS Ill mm EXISTING PROPOSED ANNOTATION ABUT ABUTMENT G GAS S SOUTH m 8.g& AC ASPHALT CEMENT GALV GALVANIZED SAN SANITARY m„m MATCH LINE — - - — REVISION TRIANGLE KEYNOTE CALLOUT ALT ALTERNATE GM GAS METER SCHED SCHEDULE _ m CENTER LINE APPROX APPROXIMATELY GRD GROUND SD STORM DRAIN m a CONTROL LINE Q-- REVISION NO. 10 VNOTEREFERENCE E m ARV AIR RELEASE VALVE GV GAS VALVE SEC SECTION z S L= PROPERTY OR R/W LINE - ASP ASPHALT HDWL HEADWALL SHT SHEET Nam°' o d EASEMENT LINE — — — — BCR BEGIN CURB RETURN H&T HUB AND TACK SLB&M SALT LAKE BASE & MERIDIAN ¢ g STREET MONUMENT LINE PIPE CALLOUT EQUIPMENT CALLOUT BEG BEGINNING/BEGIN HORIZ HORIZONTAL SPECS SPECIFICATIONS E.S. WIRE FENCE —o SYSTEM -srsTEM BDRY BOUNDARY HWL HIGH WATER LEVEL SQ SQUARE >= CHAIN LINK FENCE s� TAGN MBER MATES BK BACK HWY HIGHWAY SS SANITARY SEWER X-gym BARBED WIRE FENCE X OesCnpoon ` r Description ' -DESORPTION BACKFILL HYD HYDRANT ST STREET CONTOUR LINE----4250-- 4250 'lDEsewPnON �ESCRIPTKK z �3zLL BLDG BUILDING ID INSIDE DIAMETER STL STEEL a c BLM BUREAU OF LAND MANAGEMENT IE INVERT ELEVATION STA STATION v SPOT ELEVATION t®A EL=4354.68 M e DETAIL NAME DETAIL CALLOUT BM BENCH MARK IRR IRRIGATION STD STANDARD W DETAIL# DETAIL# BOT BOTTOM INV INVERT STRUCT STRUCTURE z o_N BANK SLOPES BRIG BEARING JCT JUNCTION T TOWNSHIP, TELEPHONE DETAIL NAME , aBc—DETA0.NAME ��_ SCALE: N\T.S. SPEC #OD\0000 C-001,23 DESCRIPTwN BSMT BASEMENT JB JUNCTION BOX TAN TANGENT �D CANAL `SCALE `SPECIFICRnONNO. SHEET NO. BTWN BETWEEN km KILOMETER TBC TOP BACK CURB m OPEN DITCH �� .. r BOF BOTTOM OF FOOTING L LENGTH TEMP TEMPORARY x UNDERGROUND ELECTRIC uga)- - —UGE BW BACK OF WALK LB POUND TEL TELEPHONEITELEGRAM OVERHEAD ELECTRIC *6)- — —DHE SECTION NAME SECTION CALLOUT CALC CALCULATED LF LINEAR FEET TH TEST HOLE ELECTRIC BOX Q CB CATCH BASIN LIN LINEARILINEAL TOC TOP OF CONCRETE v o o DESIGNATION DESIGNATION ELECTRIC MANHOLE E E w CCW COUNTERCLOCKWISE LT LEFT TOF TOP OF FOOTING � /� ELECTRIC METER 4 SECTION NAME A SCALE: r=r A c-00, C-C CENTER TO CENTER LWL LOW WATER LEVEL TOS TOP OF SLAB i GAS LINE (ng}— — — NO C&G CURB AND GUTTER m METER TP TELEPHONE POLE SHEEP NO. GAS VALVE C4 DG SCALE CFS CUBIC FEET PER SECOND MATL MATERIAL TYP TYPICAL N GAS METER #' �' CLS CLASS MAX MAXIMUM UBC UNIFORM BUILDING CODES o p M IRRIGATION LINE �00 - — —OR z m CLorCL CENTERLINE/CONTROLLINE MKR MARKER UG UNDERGROUND �r rr c SANITARY SEWER LINE - —(ss)— — — ss VIEW NAME ISOMETRIC VIEW CALLOUT CIP CAST IRON PIPE MH MANHOLE UT UNDERGROUND TELEPHONE I"� SANITARY SEWER CLEANOUT ® ® cm CENTIMETER MI MILE VB VALVE BOX 1W-.gq a SANITARY SEWER MANHOLE S S oeslorurloN VIEW NAME A CM P CORRUGATED METAL PIPE MISC MISCELLANEOUS VC VERTICAL CURVE n SECONDARY WATER LINE --(awl — — sw SCALE: ,^=t` CMPA CORRUGATED METAL PIPE -ARCH MON MONUMENT VERT VERTICAL SECONDARY WATER VALVE �v- -- �4� mE P° r SCA F COB CLEAN OUT BOX MPH MILES PER HOUR VOL VOLUME SECONDARY WATER VAULT SHEET NO. COL COLUMN N NORTH VPI VERTICAL POINT OF INTERSECTION z 'n 04 S W STORM DRAIN LINE — - (sd)- — — SD CONC CONCRETE N/A NO ACCESS or NOT APPLICABLE VPC VERTICAL POINT OF CURVE ss 1`�e moo= STORM DRAIN CATCH BASIN GENERAL CALLOUT PROPOSED CALLOUT CONST CONSTRUCT NIC NOT IN CONTRACT VPT VERTICAL POINT OF TANGENCY Tip P� STORM DRAIN INLET(S) -® — -- COR CORNER NRCP NON -REINFORCED CONCRETE PIPE W WESTIWATER b STORM DRAIN COMBO BOX— /-GENERAL NOTE CONSTRUCTION NOTE CORR CORRUGATED NTS NOT TO SCALE WM WATER METER w m N o D / CEN CENTER No NUMBER WP WORK POINT CU CUBIC OBLIT OBLITERATE WV WATER VALVE � a w z STORM DRAIN MANHOLE STORM DRAIN CLEANOUT BOX 0HATCHING/PATTERNS CULV CULVERT OD OUTSIDE DIAMETER XING CROSSING d STORM DRAIN VAULT CW CLOCKWISE 0-0 OUTSIDE TO OUTSIDE XSEC CROSSING SECTION CULVERT - -(sd)- >- SD DEGREE OFF REV OFFICE REVISION Yd YARD TELEPHONE CABLE - -(Comm)- — — Comm CONCRETE DET DETAIL ORIG ORIGINAL AT m q a TELEPHONE BOX 7 7 AND If o DIA DIAMETER PVMT PAVEMENT & TELEPHONE MANHOLE T� T ASPHALT PAVEMENT DIP DUCTILE IRON PIPE PC POINT OF CURVATURE < ANGLE TELEPHONE POST 0 Q DIST DISTANCE PCC POINT OF COMPOUND CURVATURE 0 ROUND or DIAMETER WATER LINE — -(PW)- — — PW SAND DN DOWN PE POLYETHELENE W/ WITH W FIRE HYDRANT za --',— DWG DRAWING PERF PERFORATED W/0 WITHOUT O FIRE RISER -96 UNDISTURBED SOIL DRWY DRIVEWAY PI POINT OF INTERSECTION 0 DELTA CW Z WATER VALVE D4 E EAST PL or P L PROPERTY LINE % PERCENT C J WATER AIR RELEASE VALVE GROUTED RIP RAP EA EACH POB POINT OF BEGINNING Q a/ WATER METER - -- ECR END CURB RETURN POC POINT ON CURVE i UTILITY POLE &ANCHOR LOOSE RIP RAP ELEV ELEVATION PP POWER POLE POWER POLE © ELEC ELECTRIC/ELECTRICAL PRC POINT OF REVERSE CURVE STREET LIGHT O_* EMB EMBANKMENT PROJ PROJECT LIGHT ��( UNTREATED BASE COURSE EO EDGE OF OIL PROP PROPERTY ASPHALT PAVING - —��T� EXC EXCAVATION PSC POINT OF SPIRAL CURVE N CURB & GUTTER STRUCTURAL FILL EQUIP EQUIPMENT PSI POUNDS PER SQUARE INCH SIDEWALKS EST ESTIMATE PT POINT OF TANGENCY Z J RAILROAD TRACKS } j - I I WETLANDS EXIST EXISTING PVC POLYVINYL CHLORIDE Lu Z GUARD RAIL FEN FENCE QTY QUANTITY O SIGN WATER [ FD FOUND R RANGE/RADIUS 0 STRUCTURE FDN FOUNDATION RCP REINFORCED CONCRETE PIPE a Z Q DEMOLITION AREA FIG FINISH GRADE RD ROAD LANDSCAPING (TREES ETC.) +b • -0 FIN FINISH REF REFERENCE Q Q > JH BACKFILL FL OR FL FLOW LINE REINF REINFORCEDQ IjJSECTION CORNER LuFLR FLOOR READ REQUIRED STEEL FLG FLANGE REV REVISIONWMONUMENT FPS FEET PER SECOND RP REFERENCE POINT/RADIUS POINTM NO. as CONCRETE MASONRY UNIT (CMU) FS FINISH SURFACE RR RAILROAD Z WBENCH MARK LEV=4256.50 FT FEET RT RIGHT/ROUTETESTING BOREHOLE NO.1 FTG FOOTING RM/ RIGHT OF WAY ti SHEET NO: ATTENTION G003 LINE IS 2 INCHES AT FULL SIZE DATE: (IF NOT 2-- SCALE ACCORDINGLY) MAR 2022 PAGE NO: 30F9 rn x a INSPECTION PORT SHALL BE INSTALLED IN THE CENTER AMCORE #CB100 30" INLET SUMP OF EACH ISOLATOR ROW W/2'x2' INLET GRATE HS20 LOAD- HE RATING DSL 1180 R&G CATCH BASIN 12" L ff' L EQUAL, OR HDPE PIPE BETWEEN FOUNDATION STONE AND CHAMBERS INSTALL DOWN -TURNED SC-740-5'-6' WIDE STRIP ` ELBOW FOR USE AS A SC 310 ll' WIDE STRIP BMP PERFORATED BOTTOM ISOLATOR ROW DETAIL SCALE:NTS INSPECTION PORT WITH SCREW -IN CAP FLOOR BOX FRAME AND LID WITH S.S. CAP SCREW LID CLOSURE- 4" (100 mm) PVC===G. RISER---t, AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER AASHTO M288 CLP&S 2 NON -WOVEN GEOTEXTILE CLASS"C"CONCRETE PAVEMENT SC-740CHAMBER po. np !1I INSPECTION PORT DETAIL 2 SCALE:NTS PERPENDICULAR CONNECTION SCALE:NTS COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL SC-740-8' WIDE STRIP STORMTECH ENDCAP 6" MIN 18" 96' MIN MAX Ss 6"MiN sd ,1 'I 24" 12" MIN1 TYP NOTES: 1. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ALL AROUND ANGULAR STONE. 2. OVER EXCAVATION OF 6"t MAYBE NECESSARY TO PLACE INFILTRATOR SYSTEM ON EXISTING GRAVEL LAYER ACCEPTABLE FILL MATERIALS SC-740 CHAMBER SYSTEMS MATERIAL DESCRIPTION AASHTO AASHTO COMPACTIONIDENSITY LOCATION M43 M145 REQUIREMENT DESIGNATION DESIGNATION FILL MATERIAL PAVEMENT SECTION, NIA N/A FROM 18" SEE PAVEMENT TO GRADE ABOVE SECTION DETAIL, C-02 CHAMBERS ® FILL MATERIAL FOR 6" GRANULAR A-1 COMPACT IN 6" LIFTS TO A TO 18" WELL -GRADED A-2 MINIMUM 95% STANDARD ELEVATION ABOVE SOIL/AGGREGATE ® A-3 PROCTOR DENSITY. ROLLER CHAMBERS MIXTURES, <12% GROSS VEHICLE WEIGHT NO FINES. TO EXCEED 12,000 LBS. OR WASHED DYNAMIC FORCE NOT TO GRAVEL PER EXCEED 20,000 LBS. ®EMBEDMENT STONE CLEAN ANGULAR STONE ' N/A NO COMPACTION SURROUNDING AND TO WITH THE MAJORITY OF REQUIRED A 6" ELEVATION ABOVE PARTICLES BETWEEN % CHAMBERS -2INCH ®NATIVE SUBGRADE CONTRACTOR SHOULD N/A PLATE COMPACT OR ROLL MATERIAL EXCAVATE TO THE TO ACHIEVE A 95% NATIVE GRAVEL LAYER STANDARD PROCTOR DENSITY PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN CRUSHED ANGULAR. FOR EXAMPLE, THE STONE MUST BE SPECIFIED AS CLEAN, CRUSHED, ANGULAR NO.4 STONE. ACCEPTABLE FILL FILL MATERIALS SCALE:NTS STORMTECH CHAMBER NOTES 1. STORMTECH REQUIRES INSTALLING CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE A PRE -INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A TECHNICAL SERVICES REPRESENTATIVE OR VISIT WWW. STORMTECH.COM TO RECEIVE A COPY OF OUR INSTALLATION INSTRUCTIONS. 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN (ASPHALT, CONCRETE PAVERS, ETC.):MINIMUM COVER IS 18" (457 mm) NOT INCLUDING PAVEMENT; MAXIMUM COVER IS 96" (2438 mm) INCLUDING PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS 24" (610 mm). MAXIMUM COVER IS 96" (2438 mm). 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE DESIGN ENGINEER. 5. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 8. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION INSTRUCTIONS FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEB SITE: WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE STORM WATER SYSTEM. TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION AREAS. 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORM WATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. 10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT 1-888-892-2694 OR VISIT W W W.STORMTECH.COM ATTENTION LINE IS 2 INCHES AT FULL IZE (It NOT Y- SCALE ACCORDINGLY) z CW L a a IL a 2 H O z 2 H ti o U) J Q H W 0 cool MAR 2022 E NO: 4OF9 EXISTING CURB AND GUTTER EXISTING CONCRETE SLAB I I I 1 1 1 1 1 1 1 \ _ 1 V --- - t I f 1 I —__—_r __ r! r I r I `r____���. f (f II I 1 h [ I V I! 1 I I i li l li 4�-/ I Ilff r 1 I l 1 1 1 4 IIIr1 I 1 � r l I 1 1 Irl f I f 1 rlrll 1 I I - 1 r • ---- f \ li r � I I f r r I / V j I / r Y \ - ` EXISTING FENCE a 3 w 0 in z W I I I I' r 1 r r I r r r 1 r r 1 r r r 1 r r _ _ _ EXISTING FENCE EXISTING 5' SIDEWALK EXISTING CONCRETE SLAB I EXISTING BUILDING 518 PLCAP N:792393.50 E:760244.10 EI.EV 074 291 lY EXISTING FENCE I 1 1 1 V h I 1 1 �\ 1 V � V II II II Ir \ 4. 1 4 1 1 4 f i I l I I I I I V / / / 1 1 1 1 1 1 1 I I 1 J '-:8 LAP :792205.61 - X -- Y :160245.68 4V. 4874? GRAPHIC SCALE 0' 5' 10' 20' 30' CONSTRUCTION NOTES ATTENTION _LINE IS 2 INCHES �' AT FULL SIZE (IF NG72- SCALE ACCORDINGLY) PRELIMI O O N Itr W co) Z z aJ 2 N J W Q H Z IL zv IL ,0 LLJ � V z z yN _ X z W11- a C100 MAR 20' v Lit I Q 0 1 cn Z N_ Q J 7V LANDSCAPE 8' 70 10' Lu Q ,BUILDING BUILDING U, Z - Q _J 11 LANDSCAPE / SNOW STORAGE I 1 LANDSCAPE / N SNOW STORAGE BUILDING I � ` S� `a LANDSCAPE / SNOW STORAGE LANDSCAPE / SNOW STORAGE OLANDSCAPE / SNOW STORAGE o e, ( 8' LANDSCAPE BUILDINL LANDSCAPE / SNOW STORAGE a x -- GRAPHIC SCALE 0' 5' 10' 20' 30' CONSTRUCTION NOTES o �� A. DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC ARE TO CENTERLINE UNLESS OTHERWISE 308R NOTED. _� m B. DIMENSIONS TO, OR COORDINATES FOR ins CURBING IS TO TOP BACK OF CURB y moo UNLESS OTHERWISE NOTED. w ;s C. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER DEWATERING TO e m -Q CONSTRUCT THIS PROJECT. i; 8N D. THIS PROJECT SHALL BE z 2§e1 CONSTRUCTED ACCORDING TO THE LATEST EDITION OF THE IDAHO e O O STANDARDS FOR PUBLIC WORKS m CONSTRUCTION (ISPWC). o lac C1 LL TOTAL ACREAGE ........... 0.76 AC -100% GREEN SPACE ..............0.26 AC - 34% m SNOW STORAGE ............0.10 AC -13 % x ROOF ..................... 0.21 AC - 28 HARDSCAPE ............... 0.29 AC - 381% m TOTAL UNITS .............. 16 W TOTAL PARKING ............ 32 ADA PARKING .............. 2 /"�/ � O yR zE w oE a. � R Cif O� d w W CW Z G aJ 2 H Z W J IL W ~ IL II N a J = J Z W 2 Q H ti SHEET NO: ATTENTION C101 LINE IS 2 INCHES AT FULL SIZE DATE: (IF NOT 2- SCALE ACCCRDINGLI) MAR 2022 PRELIMINARY PAGE 6OF9 x 518 PLCAP N:792393.50 �E:760244.10 ELEV: 4874.391 20' 70' 81 70' 10' 'T -7-1, I 20.14' N 792377.2 BOW E 76008623 N 792377.78 N 792377.84 N 792376.42 E 760156.23 E 760164.23 E 760234.22 BUILDING BUILDING I N N 792346A2 N 792345.78 N 792345.84 E 760234A9 N 792345.2 10.85' E 760086A9 E 760156.49 E 760164.49 TBC LN 792326.62 J � ° e ° a E 760077.15 , ° 5' WIDE SIDEWALK, TYP 5' WIDE SIDEWALK, TYP 20 N 4 a ° a .c N 792327.94 E 760236.14 ° d N792306'03 ' C2 4 a 'd ° ° ae ° 6' WIDE SIDEWALKO d 4 E 760066.6 4a I 5 N 792310.51 E 760244.79 9 11' 158' N 9 792292.27 c d N 792291.66 E 760231.05 E 760156.78 e ON1 � N a a 4 a- a 4 a d a e a I ° I N 792291.03 N 792289.79 2289.° E 760172.95 - r �E 760061.04 N 7964 E 760154.95 N 792283.51 E 760245.01 N 792265.26 4 4 N 792265.41 E 760155.16 5 E 760173.16 I n. N 792232.04 a e e a d ° ° a ° a 4 N 792265.94 E 760067.01 m d a d" q ° a° ° 6' WIDE SIDEWALK 0 4 c ° a e ° I E 760236.65 e ° 44 ..c. �--1 o L5'WIDE SIDEWA N 792264.62 E 760077.66 N 7922462 N 792246.78 N 792246.85 N 792247.43 E 760087.31 E 760157.31 E 760165.31 E 760235.31 N I N 792214.85 N 792215.43 I' N 792214.2 N 792214.78 E 760165.57 E 760235.57 E 760087.58 E 760157.57 10.82' I 20.13' I - � rec N Bow 20' 70' 8' 70' 10' o - ro '8 LCAP O m m -I N:792205.61 m ELEV: 46�� " - - - I GRAPHIC SCALE 0' 5' 10' 20' 30' - - Scale: 1'=10' CONSTRUCTION NOTES A. DIMENSIONS TO, OR COORDINATES a m FOR, MANHOLES, PIPELINES, ETC ARE 0° m " TO CENTERLINE UNLESS OTHERWISE yga' NOTED. a m B. DIMENSIONS TO, OR COORDINATES FORz El CURBING IS TO TOP BACK OF CURB 2 : o c UNLESS OTHERWISE NOTED. LA m a C. CONTRACTOR SHALL PROVIDE ANY Baa- GROUNDWATER DEWATERING TO �r B CONSTRUCT THIS PROJECT. of e D. THIS PROJECT SHALL BE z° CONSTRUCTED ACCORDING TO THE o c LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS m I CONSTRUCTION (ISPWC). c o KEYED NOTES: z . 6 �* 1. CONTRACTOR TO INSTALL CURB ] m ACCORDING TO ISPWC STANDARD F.LN.{ x DRAWING SD-701A - 6" VERTICAL CURB (NO GUTTER), 2. CONTRACTOR TO INSTALL SIDEWALK a w PER ISPWC STANDARD DRAWING % SD-709. WIDTH OF SIDEWALK AS �/ z SHOWN ON PLANS. x� 3. CONTRACTOR TO INSTALL CONCRETE O o DRIVEWAY APPROACH PER ISPWC Z 9 STANDARD DRAWING SD-710C. o o= 4. CONTRACTOR TO INSTALL ASPHALT a PER DETAIL X/COOX. a 5. INSTALL MONOLITHIC CURS WHERE SIDEWALK BUTTS AGAINST ASPHALT PER DETAIL XICOOX. o ,P�yOb PP? c o f z z i w w � z w � 0 0 w0 Q J 7 � 2 Co Lu >.a J Z Q O a JU) Q ~w = Z N G Z Oz 2 Q SHEET NO: ATTENTION C102 LINE IS 21NCHES AT FULL SIZE DATE: (IF NOT 2'- SCALE ACCORDINGLY) MAR 2022 PAGE PRELIMINARY 70F9 / 1 / I 1 I � / I I / I I I � I � � I I \ 1 `96>5` ' r BUILDING 0 FF = 4875.40 —4�73-----� 1 1 1 I 1 J , I BUILDING 0 CONSTRUCTION NOTES 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 ACCO IN RD G TO THE o ' LATEST EDITION OF THE IDAHOi co � ao STANDARDS FOR PUBLIC WORKS m CONSTRUCTION(ISPWC). o� rr� J r / / 1 1 1 \ \ N \, Ilil I 1V \ I I \* III ��ary� we 1 I 11, ; GRAPHIC SCALE 110' 5' 10' 20' 3- `_ cD � 0 KEYED NOTES 1. CONTRACTOR TO GRADE DRAINAGE m x w AWAY FROM BUILDING ON TO COMMON LANDSCAPE AREA. r F1 2. CONTRACTOR TO INSTALL 14 STORM DRAIN INFILTRATORS PER DETAILS ON r w V , w o SHEET C001. z 3. CONTRACTOR TO INSTALL OPEN = �R BOTTOM PERFORATED 30"Ox (#) DEEP O CATCH BASIN WITH OPEN CIRCULAR ° zm GRATE COVER, OLD CASTLE MODEL #'S rr 1250200, 1250500 AND 1180 RING AND riwii� a GRATE OR EQUAL. 4. CONTRACTOR TO INSTALL VALLEY GUTTER PER ISPWC STANDARD D7 spW DRAWING SD.708. �2 eea W I N l o in dd, rim'` o ,r��pb z�PPe d of a) ILL 3I W Al w W w0 Q J W z Q Lu Z_ IL �z C Q Qa 2 o z z G ti ATTENTION C103 LINE IS 2 INCHES AT FULL I DATE: (IF NOT T. SCALE ACCORDINGLY) MAR 2022 PRELIMINARY PAGE8o-F9 I I ' II 1� (I II ~ � I I I � IB f k I I N 4xp" I is n II MANHOLE 1' N:792305.45 II ! E:760080.86 I N RIM 4874.23 IE N 4862.42 I IE S 4862.52 i IE E 4862.52 7 Q I � I d 1 I 1�J I wv W r I � I� n I I d I � I Y I � 7 II i I f I i i i Y I 5 MANHOLE 2 N:792201.99 E:760080.86 i RIM 4874.15 J IE N 4862.93 1 I N X I ' a I 7 I -4 - -- -- -- I -- -- I W j UGE UGE I � BUILDING I I Iv 2 � ° c UGE UGE UGE UGE BUILDING PROPOSED TRANSFORMER LOCATION d 6' WIDE SIDEWALK a y� y �• a d d°. Q, a n d .a. Lc II ss ss - IL ss ss ss ss ss -1 __j I Q _ Pw N3 PW �' P* ow I I PW _r_+ Pw _"I- PW e BUILDING c. 4 6' WIDE SIDEWALK i a 4 %wm �i 1 a .:.L. d d e- C 1 d a pa LA 7 PROPOSED TRANSFORMER LOCATION BUILDING I I X N:792306.73 E: 760226.46 RIM 4874.17 Qki GRAPHIC SCALE 0' 5' 10' 20' 1n Scale: 1 "t10' CONSTRUCTION NOTES _p° A. ALL DIMENSIONS AND COORDINATES y o 0 ARE TO BACK OF CURB UNLESS NOTED m ^ o OTHERWISE. v m A B. ALL UTILITY LINES ARE TO BE LOCATED m U AS SHOWN ON THE PLANS UNLESS i = o= RELOCATED IN THE FIELD BY THE m e�5 mood ENGINEER TO AVOID UNFORESEEN w ate_ UTILITY INTERFERENCE. mSoF C. PROVIDE TRENCHING FOR ALL LINES t 85 E*ZgE PER ISPWC SD301.t-T $gca D. INSTALL THRUST BLOCKS AT ALL BENDS z° F IN PRESSURE LINES PER ISPWC SD-402. o m a� E. THERE SHALL BE A 10' MINIMUM mo HORIZONTAL SEPARATION DISTANCE o ti BETWEEN ALL EXISTING WATER LINES - AND NEW SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT m ANGLES WHERE A MINIMUM OF 1.5 FEET x OF VERTICAL SEPARATION SHALL BE W/ "' MAINTAINED. F. MINIMUM CLEARANCE BETWEEN NEW m PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT WATER Z LINES) SHALL BE TWO FEE HORIZONTALLY. N G. MINIMUM DEPTH OF COVER FOR WATER O AND SEWER LINES UNLESS OTHERWISE SHOWN ON PLANS SHALL BE FIVE (5) r �. 1 Z FEET. H. CONTRACTOR SHALL PROVIDE ANY s N osy GROUND WATER DEWATERING TO CONSTRUCT THIS PROJECT. Z o i N Q KEYED NOTES d�,ob pP 1. CONSTRUCT 4" PVC SANITARY SEWER LATERAL PER ISPWC STANDARD DRAWING SD-511 AND SECTION 501 AND z z 504. 4 a w w f:I 3 3 2. INSTALL 8" ASTM D3034 SDR 35 PVC ¢ a SEWER LINE. z 3. CONTRACTOR TO LOCATE AND w CONNECT TO EXISTING 8" SEWER STUB.If c $ 4. INSTALL CLEAN OUT 5' FROM BUILDING PER ISPWC STANDARD DRAWING SD-506. SIZE TO MATCH PIPE SIZE. LID SHALL BE INSTALLED FLUSH WITH 0 FINISHED GRADE. W Z 5. INSTALL SEWER MANHOLE PER ISPWC J STANDARD DRAWING SD-501. d/ N 6. CONNECT TO EXISTING WATERLINE I.f� 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. �- Z 8. INSTALL4" C-900 PVC WATER LINE PER LU ISPWC SECTION 401 AND ISPWC Z STANDARD DRAWING SD-301. REPAIR ASPHALT AND GRAVEL SURFACES J IN -KIND. Q 0. a N 9. INSTALL HYDRANT ASSEMBLY PER ISPWC STANDARD DRAWING SD-404. Q W O ~ Z ti SHEET NO: ATTENTION C104 LINE IS 2 INCHES _ AT FULL SIZE DATE: (IF NOT 2'- SCALE ACCORDINGLY) MAR 2022 PRELIMINARY PAGE9OF9