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Home My WebLink AboutSITE PLANS UPDATED 1/16/18 - 17-00667-17-00682 - 430 W 2nd S - Providence Square #1-15JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 17179 JANUARY 2018 E AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 PR O V I D E N C E S Q U A R E CO V E R PR E P A R E D F O R : NB W A R C H I T E C T S SH E E T N O . 1 CO V E R SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . CIVIL SITEWORK FOR: APPROVED BY: CITY OF REXBURG ENGINEERING DEPARTMENT APPROVED BY: ROCKY MOUNTAIN POWER APPROVED BY: CITY OF REXBURG FIRE DEPARTMENT APPROVED BY: CENTURY LINK APPROVED BY: INTERMOUNTAIN GAS W E S N KU R T R O L A N D AN G I E V A L D E Z 17 1 7 9 PA U L S N A R R CO V E R . D W G NA A PORTION OF THE NW 1/4 OF SECTION 30, TOWNSHIP 6 NORTH, RANGE 40 EAST B.M., MADISON COUNTY MAIN ST W 2nd STREET 3r d W E S T 2n d W E S T 4t h W E S T 5t h W E S T W 3rd STREETRAI L R O A D Designed By: EAGLE ROCK NGINEERING CIVIL planning SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665 1- 1 5 - 1 8 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 E AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 PR O V I D E N C E S Q U A R E NO T E S / A B B R E V I A T I O N / I N D E X CO N T A C T S PR E P A R E D F O R : NB W A R C H I T E C T S SH E E T N O . 2 G- 1 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE CITY OF REXBURG STANDARDS. 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN, SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. 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 HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. 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. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. GENERAL NOTES: 1. ALL WATER MAIN PIPE IN CITY ROW IS TO BE DUCTILE IRON PIPE MEETING CITY OF REXBURG & ISPWC STANDARD SPECIFICATIONS. 2. MINIMUM COVER OVER WATER LINES SHALL BE A MINIMUM OF 6 FEET. 3. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2008 ISPWC DETAIL SD-403. PROVIDE TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT. 4. ALL FIRE HYDRANTS TO BE WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A KOCHECH MODEL SZ MC 5045-3-7-Y STORZ FITTING AND CAP. 5. FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES, AND ONE 4-1/2" DIAMETER HOSE NOZZLE. 6. WATER MAINS & SERVICES SHALL BE PVC IN OWNERS PROPERTY. WATER MAINS SHALL BE PVC C900 WITH LOCATING WIRE INSTALLED MEETING ISPWC & ANSI/AWWA STANDARDS. POTABLE WATER SERVICE LINE PIPE IS TO BE ONE INCH AWWA C-901 CLASS 200 SDR 7 IPS PE (UNLESS SHOWN OTHERWISE). CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-401 AND SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT INCLUDING THE WATER METER. 7. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. 8. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC STANDARD DRAWINGS SD-407. 9. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN. 10. CONSTRUCT WATERLINES TO 5' OUTSIDE PHASE LIMITS. PLACE TEMPORARY BLIND FLANGE AND THRUST RESTRAINT AT TEMPORARY END. IF MECHANICAL THRUST RESTRAINTS ARE USED (SUCH AS EBAA IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS FROM THE TEMPORARY END. MARK END CAP LOCATION WITH A POST. 11. USE HOT TAP CONNECTIONS PER CITY OF REXBURG STANDARDS. 12. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER ISPWC SECTIONS 401.3.6 AND 401.3.9. 13. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION TOLERANCES. 14. ALL WATER MAINS & SERVICES SHALL INCLUDE ALL LABOR, MATERIAL AND APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, VALVE BOXES, CROSSES, FIRE HYDRANTS, FLUSH HYDRANTS, THRUST BLOCKS AND ALL OTHER MATERIAL REQUIRED FOR A COMPLETE PROJECT. 15. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS). 1. ALL SANITARY SEWER MAIN LINE PIPING SHALL BE PVC SDR 35 MEETING ASTM D-3034 STANDARDS. 2. ALL STORM SEWER PIPING SHALL BE HDPE ADS N-12 WT IB TYPE S RIBBED PIPE OR EQUAL (APPROVAL OF ENGINEER IS REQUIRED). 3. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE. ALL SANITARY SEWER SERVICES SHALL EXTEND 15 FEET INTO THE PROPERTY AND BE MARKED WITH A 2x4 4. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. 5. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4. 6. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2008 STANDARD DRAWINGS SD-501. 7. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD-301 & SD-302. 8. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD-511, SD-511A, SD-511B AND SD-512. 9. DO NOT ALLOW MORE THAN 12" OF GRADE RINGS ON MANHOLES BEING RAISED. WATER NOTES: SEWER NOTES: 1. ALL WORK TO BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER REQUIREMENTS. 2. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH POWER COMPANY FOR INSTALLATION OF CONDUITS AND POWER FOR THIS PROJECT ELECTRICAL NOTES: 1. LANDSCAPING REQUIRED OVER 20% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE. LANDSCAPE/GREEN SPACE/ SNOW STORAGE KU R T R O L A N D AN G I E V A L D E Z 17 1 7 9 B. M c K A Y A N D E R S E N CO V E R A N D N O T E S . D W G NA CITY OF REXBURG ENGINEERING DEPARTMENT JOHN MILLAR (208) 359-3020 DEQ (208) 528-2650 DIGLINE (CALL BEFORE YOU DIG)(800) 342-1585 or 811 EAGLE ROCK ENGINEERING PROJECT ENGINEER PAUL SNARR (208) 542-2665 PROJECT MANAGER KURT ROLAND (208) 757-7625 COVER VICINITY MAP/LOCATION MAP G-1 NOTES/INDEX/ABBREVIATIONS/CONTACTS/DETAILS C-1 DEMOLITION PLAN C-2 OVERALL UTILITY SITE PLAN C-3 OVERALL GRADING SITE PLAN C-4 BUILDING GRADING PLAN C-5 BUILDING GRADING PLAN C-6 OVERALL BRIDGE PLAN C-7 BRIDGE DETAILS PP-1 PLAN & PROFILE PP-2 PLAN & PROFILE PP-3 PLAN & PROFILE PP-4 PLAN & PROFILE PP-5 PLAN & PROFILE PP-6 PLAN & PROFILE PP-7 PLAN & PROFILE D-1 DETAILS D-2 DETAILS ATTACHMENTS - ADS STORM CHAMBERS EL.ELEVATION FF FINISHED FLOOR INV INVERT O.C.ON CENTER REQ'D REQUIRED STD STANDARD TEMP TEMPORARY TYP TYPICAL TBC TOP BACK OF CURB DWG DRAWING FL FLOW LINE OF CURB TFW TOP FRONT OF SIDEWALK TBW TOP BACK OF SIDEWALK X EXISTING BLDG BUILDING GB GRADE BREAK SSMH SANITARY SEWER MANHOLE CB CATCH BASIN MH MANHOLE SD STORM DRAIN ABBREVIATIONS PROJECT CONTACTS INDEX DESCRIPTION PRESSURE LINE (WATER LINE) SANITARY SEWER MAIN LINETYPE GAS LINE FENCE LINE GAS UNDERGROUND POWER LINE UNDERGROUND PVC POWER CONDUIT OVERHEAD POWER LINE TELEPHONE LINE DRAINAGE FLOW BREAKLINE PROPOSED/EXISTING ELEVATION PROPOSED/EXISTING FIRE HYDRANT PROPOSED/EXISTING VALVE PROPOSED/EXISTING CURB AND GUTTER PROPOSED/EXISTING STREET LIGHT PROPOSED/EXISTING POWER POLE EXIST.PRO.DESCRIPTION PROPOSED/EXISTING MANHOLE PROPOSED/EXISTING STORM DRAIN INLET PROPOSED ASPHALT DRAINAGE FLOW ARROW LEGEND BOUNDARY LINE CENTERLINE SECTION LINE CONCRETE EXISTING GROUND CONTOUR4727 EXISTING WATER LINE EXISTING SANITARY SEWER MAIN 1- 1 5 - 1 8 1.STORM SEWER PIPING SHALL BE RIBBED HDPE ADS N-12 WT IB TYPE S OR EQUAL (EQUAL SHALL REQUIRE APPROVAL OF ENGINEER). STORM SEWER NOTES: 1.STORM TECH CHAMBERS SHALL BE ADS STORM TECH SC-740 AND INSTALLED MEETING MANUFACTURER'S REQUIREMENTS AND CONSTRUCTION GUIDE MEETING ASTM F2922 OR ASTM F2418-16. CHAMBERS SHALL BE APPROVED AND SEALED BY MANUFACTURER ENGINEER FOR SAFETY AND LOADING REQUIREMENTS MEETING AASHTO AND ASTM F2787. 2.FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS 3.JOINT BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. EMBEDMENT STONE SURROUNDING CHAMBERS SHALL BE CLEAN, CRUSHED, ANGULAR STONE в͟ͲϮ͘͟ 4.SEE DRAWING DETAILS ON SHEET 17. STORM CHAMBERS: REMOVE ROUND CATCH BASIN GRATE:4862.15 GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GA S GA S GA S GA S REMOVE ROUND CATCH BASIN GRATE:4859.92 REMOVE CONCRETE LOADING RAMP EX I S T I N G C A N A L 11 7 . 4 ' A C C E S S BENCHMARK "A": 5/8" IRON ROD WITH 2" ALUMINUM CAP SET AT BACK OF SIDEWALK - 4861.41 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED PLS 826 49 . 5 ' FF=4862.02 FF=4861.80 FF=4861.24 SC A L E H O U S E FF = 4 8 6 2 . 1 4 FF=4862.11 FOUND P.I. MONUMENT @ S. 4TH W. AND MAIN STREET NW COR. SEC. 30, T. 6 N., R. 40 E.B.M. INST. NO. 298793 REMOVE ROUND CATCH BASIN GRATE:4861.51 REMOVE ROUND CATCH BASIN GRATE:4860.36 REMOVE LIGHT POLE REMOVE LIGHT POLE REMOVE BUILDING REMOVE BUILDING REMOVE EXISTING HYDRANT REMOVE EXISTING HYDRANT REMOVE ROUND CATCH BASIN GRATE:4860.10 REMOVE ROUND CATCH BASIN GRATE:4860.35 REMOVE BUILDING REMOVE BUILDING REMOVE EXISTING HYDRANT REMOVE EXISTING TREES REMOVE EXISTING CANOPY REMOVE EXISTING CANOPY 49 . 5 ' 49 . 5 ' 49 . 5 ' 49.5' 49.5' 49.5'EϴϵΣϰϱΖϭϰΗϲϮϳ͘ϯϬΖ ^ϴϵΣϰϱΖϬϲΗtϲϮϳ͘ϬϬΖ ^Ϭ Σ ϭ ϰ Ζ ϱ ϲ Η ϲ ϲ Ϭ ͘ Ϭ ϲ Ζ EϬ Σ ϭ ϲ Ζ Ϯ ϵ Η t ϲ ϲ Ϭ ͘ Ϭ ϴ Ζ REMOVE WATER SERVICE LINE & CAP AT MAIN LINE REMOVE SANITARY SERVICE & CAP AT MAIN LINE EXISTING SANITARY SEWER MAINLINE EXISTING STORM DRAIN MAINLINE REMOVE WATER SERVICE LINE & CAP AT MAIN LINE EXISTING GAS LINE REMOVE SCALE HOUSE REMOVE CONCRETE PAD EXISTING CONCRETE BRIDGE REMOVE EXISTING FENCE REMOVE EXISTING FENCE REMOVE GAS METER/SERVICE LINE & CAP AT MAIN LINE EXISTING POWER METER REMOVE GAS SERVICE LINE & CAP AT MAIN LINE EXISTING 5' SIDEWALK 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S 18 ' ' S S ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 8''SS 8''SS 8''SS 8''SS 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD REMOVE SIDEWALK W E S N BASIS OF BEARING PER CITY OF REXBURG CONTROL DATA S. F I F T H W E S T AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : KU R T R O L A N D 17 1 7 9 B. M c K A Y A N D E R S E N DE M O P L A N . D W G 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 3 C- 1 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E DE M O L I T I O N P L A N PR E P A R E D F O R : NB W A R C H I T E C T S CONSTRUCTION ITEMS: RETAIN AND PROTECT EXISTING SIDEWALK RETAIN AND PROTECT EXISTING CURB AND GUTTER REMOVE EXISTING TREES INCLUDING STUMPS CLEAN STREETS AS REQUIRED TO REMOVE TRACK-ON FROM ASPHALT SURFACES ACCESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. PROPER TRAFFIC CONTROL MUST BE UTILIZED DURING DEMOLITION AND RECONSTRUCTION. COORDINATE WORK WITH GENERAL GROWTH PROPERTIES 2 2 3 1 4 DEMOLITION GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSE IN A LAWFUL MANNER IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING OF ALL PERMITS AND DISPOSAL FEES REQUIRED FOR DEMOLITION DISPOSAL. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PROPERTY FOR TYPE AND QUANTITY OF DEMOLITION REQUIRED, PRIOR TO SUBMISSION OF A BID. THE BID SHALL REFLECT THE REMOVAL OF ALL ITEMS NECESSARY TO COMPLETE THE PROJECT AS DETAILED IN THESE PLANS. 2. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR DISCONNECTION OF ANY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. ϯ͘>>y/^d/E'^tZ^͕W/W/E'Ehd/>/d/^^,KtEZEKddK/EdZWZd^d,yd>Kd/KE͕KZ^d,KE>z K^d>^d,dDzKhZKEd,^/d͘KEdZdKZ^,>>sZ/&zy/^d/E'KE/d/KE^EWZKt/d,hd/KE ZKhEEzEd//Wd&dhZ^͘d,E'/EZ^^hD^EKZ^WKE^//>/dz&KZd,/ZhZz͘KEdZdKZ^,>> PROVIDE NOTICE AND COORDINATE WITH ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVE SERVICE LINES AND W>>>/E^d,dZEKd/Eh^&KZKEhd/E'^/dtKZ<͘hd/>/d/^dZD/EdKEKE^,>> COMPLETED MEETING STATE AND LOCAL STANDARDS FOR ABANDONING. ANY UTILITY THAT IS TO BE ABANDONED IN PLACE ^,>>WWd,Et/d,tdZd/',dWEE^t/d,KEZd͘>>DE,K>^d,dZdK EKE/EW>^,>>&/>>t/d,KEZdKsW/W^Ed,EdKd,dKWt/d,^K/>͘EKhd/>/dz/^dK ABANDONED IN PLACE WITHOUT APPROVAL OF ENGINEER. ϰ͘KEdZdKZDh^dWZKddd,Wh>/d>>d/D^t/d,&E/E'͕ZZ/^͕E>K^hZ^͕d͘dKd,^dEZ CONSTRUCTION PRACTICES AND AS REQUIRED BY THE MUTCD CURRENT EDITION. 5. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING AREAS AT ALL TIMES DURING THE DEMOLITION OF THE EXISTING FACILITIES WITHOUT PRIOR APPROVAL OF THE ENGINEERS. ϲ͘WZ/KZdKDK>/d/KEKhZZ/E'>>ZK^/KEKEdZK>s/^ZdK/E^d>>͘KEdZdKZ^,>> RESPONSIBLE FOR THE NOI & SWPP FOR THIS PROJECT. CONTRACTOR SHALL USE BMP'S MEETING EPA & DEQ REGULATIONS TO ENSURE TRACKING OF MUD & DEBRIS IS MITIGATED FROM PUBLIC STREETS & STORM WATER INLETS ARE PROTECTED. IN THE EVENT OF TRACKING, CONTRACTOR SHALL IMMEDIATELY CLEAN THE STREETS MEETING STATE & LOCAL STANDARDS. ϳ͘KEdZdKZ^^,>>>/D/d^tͲhdΘWsDEdZDKs>dKKE>zd,K^Z^t,Z/dΖ^ZYh/Z^^,KtEKE d,^KE^dZhd/KEW>E^hd/&EzD'/^/EhZZKEEzK&d,^hZZKhE/E'WsDEd͘d͘d, CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. ϴ͘D'dK>>y/^d/E'&dhZ^EKdEKd&KZZDKs>^,>>ZW>KZZW/ZdKEdZdKZΖ^ EXPENSE. ϵ͘EKy/^d/E'hd/>/dz͕^dZhdhZ^KZhEZ'ZKhE/DWZKsDEd^,>>EKE/EͲW>t/d,Khdd, WRITTEN PERMISSION OF THE ENGINEER, OWNER AND GOVERNING AGENCY. ϭϬ͘>>y/^d/E'h^,^͕dZ^EdZZKKd^^,>>ZDKs&ZKDd,^/dyWdt,ZEKd͘ ϭϭ͘d,KEdZdKZ^,>>d<>>E^^ZzWZhd/KE^&KZEs/ZKEDEd>^&dzhZ/E'DK>/d/KE d/s/d/^͘/d^,>>>^Kd,KEdZdKZΖ^Z^WKE^//>/dzdK/E^Wdd,y/^d/E'^/d^dZhdhZ^&KZEzKd,Z CONDITIONS WHICH MAY AFFECT THE DEMOLITION PROCEDURES. ϭϮ͘EzhE&KZ^EKE/d/KE^t,/,DzhEKsZhZ/E'd,WZK^^K&DK>/d/KE^,>>ZKh',ddK d,ddEd/KEK&d,E'/EZ/DD/d>z͘/d/KE>yWE^^/EhZZzhE&KZ^EKE/d/KE^^,>> APPROVED PRIOR TO THE ADDITIONAL WORK BEING PERFORMED. ϭϯ͘d,KEdZdKZ^,>>,stdZKEd,^/d&KZh^ddDEdEd^d/E'd>>d/D^hZ/E'DK>/d/KE ACTIVITIES IF REQUIRED. ϭϰ͘EzD'dKWh>/hd/>/d/^KZ:EdWZKWZd/^^Z^h>dK&d,DK>/d/KEd/s/d/^^,>>d, Z^WKE^//>/dzK&d,KEdZdKZ͘ZW/Z^^,>>D/Ed/D>zDEEZdKd,^d/^&d/KEK&d,D' PARTY. ϭϱ͘^thd>>KEZddKZDKs^EKdKZZDKsdKEZ^dKEdZK>:K/Ed͘ ϭϲ͘Ezhd/>/dzd,d/^dKEKE/EW>^,>>WWd,Et/d,tdZd/',dWEE^ t/d,KEZd͘>>DE,K>^d,dZdKEKE/EW>^,>>&/>>t/d,KEZdKsW/W^Ed,E dKd,dKWt/d,^K/>͘EKhd/>/dz/^dKEKE/EW>t/d,KhdWWZKs>K&E'/EZ͘ ϭϳ͘DK>/d/KEK&>>DdZ/>^,>>ZDKs&ZKDd,^/dE/^WK^K&/EKZEt/d,^ddΘ>K> REQUIREMENTS. 5 S. F O U R T H W E S T W. SECOND SOUTH W. SECOND SOUTH 4 4 5 5 1 1 2 3 3 3 FF=4861.76 RETAIN AND PROTECT SOUTH PORTION OF THE BUILDING REMOVE THIS PORTION OF THE BUILDING 1- 1 5 - 1 8 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 ( 8 ' ' S S ( ( 8 ' ' S S ( 8 ' ' S S ) ) 8 ' ' S S ) ) ( 8''SS ( GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GA S GA S GA S GA S 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S 18 ' ' S S ) ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 8 ' ' S S 49 . 5 ' 49.5' 49.5' 49.5' 55.29' 13.50' 51.17'51.16'55.29' 21.20' 23 27 27 21 57 23 65 50 12.27' 26.00' 6.0' SIDEWALK 89.84' 89.60' 87.81'87.59'86.67'86.43' 88.18' 87.50' 87.21' 99.87'99.16' 90.45' 90.58' 49.50' 8''SS )8''SS )8''SS )8''SS )8' ' W 8' ' W 8' ' W BLDG 11 ( 8''SS ( 8''W 8''W 8''W 8''W 8''W X-SDMH RIM:4863.60 N & S INV:4849.20 8' ' S S ) 8' ' S S ) 8''W 8''W 8''W 8''W 8''W 8''W 8''W X-SSMH RIM:4860.83 N & S INV:4846.28 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8 ' ' S S ) ) 8' ' W 8' ' W 8' ' W 8''W 8''W X-SSMH RIM:4862.04 S & N INV:4847.34 X-SSMH RIM:4863.42 N & S INV:4846.67 X-SSMH RIM:4863.53 N & S INV: 4846.63 ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 21.20' 21.20' 21.20' 21.20' 21.20' 24' BLDG 14BLDG 13 BLDG 2 BLDG 8 BLDG 6 BLDG 10 BLDG 5 BLDG 4 BLDG 3 BLDG 7BLDG 15 BLDG 9 BLDG 12 BLDG 16 49.5' ROWROW ROW 26.16' X X X X X X X X X X X X X X X X X X 52 43 16.00' 24.0' 20.0' 16.00' 26.0' 16.0' 16.00' 26.0' 20.0' 16.0' 16.0' 24' 16.0' 16.0' 16.0' 16.0' 26.0'26.0' X-SDMH RIM:4861.89 INV:4854.19 ( 12''SD ( 12''SD ( 12''SD R30.0' TYP. 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) ^ϴϵΣϰϱΖϬϲΗtϲϮϳ͘ϬϬΖ ^Ϭ Σ ϭ ϰ Ζ ϱ ϲ Η ϲ ϲ Ϭ ͘ Ϭ ϲ Ζ EϴϵΣϰϱΖϭϰΗϲϮϳ͘ϯϬΖ EϬ Ϭ Σ ϭ ϲ Ζ Ϯ ϵ Η t ϲ ϲ Ϭ ͘ Ϭ ϴ Ζ 13.50' IRR IRR 26.74' 26.50' EXISTING VALVE 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 31.09' 23 13 19 19 9'x20' 9' x 1 6 ' 21 58 6 9'x20' ( 1 2 ' ' S D BLDG 18 BLDG 17 ( 12''S D ( 12''SD ( 12''SD 8.84' 7.0' 16.0' 28.25' 24.91' 9'x20' 9' x 1 6 ' 9'x20' 12 9'x16' 11 9' x 1 6 ' 9' x 1 6 ' 27.81' 24' 24' ( 8''SS 6.00' W E S N S. F I F T H W E S T AG L E R O C K N G I N E E R I N G CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : KU R T R O L A N D B. M c K A Y A N D E R S E N SI T E P L A N . D W G 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 4 C- 2 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E OV E R A L L U T I L I T Y S I T E P L A N PR E P A R E D F O R : NB W A R C H I T E C T S S. F O U R T H W E S T W. SECOND SOUTH TIE INTO EXISTING 6" WATER MAIN CONSTRUCTION ITEMS: PROPERTY LINE DUMPSTER CONCRETE PAD, BIKE RACK & MAILBOX COMBO WITH STEEL SAFETY BOLLARDS ENCASED WITH CONCRETE, SEE DETAIL SHEET C-3 INSTALL 2" WATER SERVICE (18 ea - INCLUDES ALL APPURTENANCES I.E. VALVES, TEES, BENDS, ETC.) INSTALL CHAIN LINK FENCE (660 LF) 6' HIGH HANDICAP RAMP (PER CITY OF REXBURG STANDARDS MEETING 2010 ADA STANDARDS) GRASS/SNOW STORAGE AREA INSTALL 4" IRRIGATION LINE WITH 4" METER BOX INSTALL 6" FIRE LINE 1 2 3 4 5 8 9 10 RESIDENTIAL APROACH (PER CITY OF REXBURG STANDARDS) INSTALL SANITARY SEWER CLEAN OUT INSTALL STANDARD SSMH (SEE SHEET D-1) INSTALL 8" SANITARY SEWER MAIN INSTALL 6" SANITARY SEWER SERVICE INSTALL 8" WATER MAIN VALVE AND VALVE BOX INSTALL 8" WATER MAIN 6 11 15 16 17 18 INSTALL FIRE HYDRANT INSTALL CATCH BASIN INSTALL 60" MH INSTALL INFILTRATOR CATCH BASIN WITH GRATE COVER INSTALL INFILTRATION - STORM TECH SC-740 PROPOSED ELECTRICAL LINE INFILTRATION OUTLET (SEE SHEET D-1) 19 7 12 13 20 14 1 55 5 5 5 7 PARKING NOTES: DEVELOPER OPTION 1. STALL DIMENSIONS STANDARD = 9'X20' COMPACT = 9'X16' 284 UNITS x 2 = 568 STALLS REQUIRED 2. STALL NUMBERS (THIS SHEET) STANDARD = 145 COMPACT = 407 (HANDICAP STALLS = 18) TOTAL = 570 3. DRIVE AISLES ARE 26' IN WIDTH UNLESS OTHERWISE NOTED SURFACE NOTES: TOTAL AREA 364,771 SQ.FT. (9.50 AC.) NEW BUILDINGS 56,988 SQ.FT. (1.31 AC.) EXISTING BLDG 7,895 SQ.FT.(0.18 AC.) IMPERVIOUS AREA 165,661 SQ.FT.(3.67 AC.) LANDSCAPING 189,050 SQ.FT. (4.34 AC.) 1 1 1 1 1 1 3 EXISTING SIDEWALK 4 4 4 444 4 15 15 1515 15 8 10 1010 10 10 10 10 10 16 8 19 11 11 11 11 20 20 20 13 14 14 14 13 1313 13 13 TIE INTO EXISTING 10" WATER MAIN 14 EX I S T I N G C A N A L PROPOSED BRIDGE SEE SHEETS C-6 & C-7 W. FIRST SOUTH EXISTING SSMH PAINT STRIPE TYP. 12 12 1618 16 16 77 5 5 5 55 TIE ONTO EXISTING CURB AND GUTTER TIE ONTO EXISTING CURB AND GUTTER BOUNDARY DESCRIPTION: '/EE/E'dWK/Edd,d/^^ϬϬΣϭϲΖϮϵΗϴϮϰ͘ϵϯ&dE EϴϵΣϰϯΖϯϭΗϰϱ͘ϲϭ&d&ZKDd,EKZd,t^dKZEZK& SECTION 30, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE-MERIDIAN, MADISON COUNTY, CITY OF REXBURG,IDAHO; EZhEE/E'd,EEϴϵΣϰϱΖϭϰΗϲϮϳ͘ϯϬ&d͖d,E ^ϬϬΣϭϰΖϱϲΗϲϲϬ͘Ϭϲ&d͖d,E^ϴϵΣϰϱΖϬϲΗtϲϮϳ͘ϬϬ&d͖ d,EEϬϬΣϭϲΖϮϵΗtϲϲϬ͘Ϭϴ&ddKd,WK/EdK& BEGINNING, CONTAINING 9.503 ACRES. REMOVE EXISTING WALKING BRIDGE 9 9 9 9 12 12 9 9 12 7 12 9 9 99 9 9 12 12 9 7 9 9 12 12 12 21 18 6 1 16 16 2 2 2 2 2 7 2 2 2 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 SIDEWALK WILL BE REMOVED AND NEW SIDEWALK TO BE 7' FROM TOP BACK OF CURB EXISTING BLDG TO REMAIN AND BE CLUBHOUSE 1616 16 16 16 16 5 PARK AREA STORM POND EXISTING POWER POLE EXISTING POWER POLE 4 4 5' SIDEWALK 5 5 10 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING 8" SANITARY SEWER MAIN REMOVE PLUG AND INSTALL MANHOLE 9 2 7 4" ISOLATION VALVE 13 INSTALL TYPE 3 BARRICADE 13 13 5' SIDEWALK GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GA S GA S GA S GA S 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S 18 ' ' S S ) ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 8 ' ' S S 23 27 27 21 57 23 65 50 INSTALL CB#6 GRATE:59.71 INV:56.69 INSTALL CB#3 GRATE:60.31 INV:56.09 INSTALL CB#2 GRATE:4860.70 INV:55.28 INSTALL CB#9 GRATE:4862.30 INV:4858.62 INSTALL CB#8 GRATE:4861.80 INV:4858.11 CLCL 63.00 BLDG 11 X-SDMH RIM:4863.60 N & S INV:4849.20 X-SSMH RIM:4860.83 N & S INV:4846.28 X-SSMH RIM:4862.04 S & N INV:4847.34 X-SSMH RIM:4863.42 N & S INV:4846.67 X-SSMH RIM:4863.53 N & S INV: 4846.63 ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD 24' BLDG 14BLDG 13 BLDG 2 BLDG 8 BLDG 6 BLDG 10 BLDG 5 BLDG 4 BLDG 3 BLDG 7BLDG 15 BLDG 9 BLDG 12 BLDG 16 63.00 63.00 63.00 63.00 63.00 63.0063.00 63 . 0 0 63 . 0 0 63.00 63.00 63.00 63.00 63.00 63.00 63.00 63 . 0 0 63.00 63 . 0 0 63.0063.00 63.00 63.00 63.00 63.00 63.00 63 . 0 0 63.00 63 . 0 0 BTM OF SWALE 2' MAX BTM OF SWALE 2' MAX BTM OF SWALE 2' MAX BTM OF SWALE 2' MAX 61. 0 0 62 . 0 0 63.00 61. 0 0 62. 0 0 62.00 63.00 63.00 63.00 63.00 BTM OF SWALE 2' MAX BTM OF SWALE 2' MAX 63.00 61.00 62.00 63.00 63.0063.00 62.00 61.00 X X X X X X X X X X X X X X X X X X 52 43 63.00 62.00 63.00 62.00 61.00 61.00 62.00 63.00 63.00 62.00 61.00 61.00 62.00 63.00 62.00 63.00 63.00 16.00' 24.0' 20.0' 16.00' 26.0' 16.0' 16.00' 26.0' 20.0' 16.0' 16.0' 24' 16.0' 16.0' 16.0' 16.0' 26.0'26.0' 63.00 X-SDMH RIM:4861.89 INV:4854.19 INSTALL CB#7 GRATE:4859.87 INV:4856.87 INSTALL CB#10 GRATE:4862.30 INV:4859.38 INSTALL CB#13 GRATE:4862.40 INV:4858.99 ( 12''SD ( 12''SD ( 12''SD 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) ^ϴϵΣϰϱΖϬϲΗtϲϮϳ͘ϬϬΖ ^Ϭ Σ ϭ ϰ Ζ ϱ ϲ Η ϲ ϲ Ϭ ͘ Ϭ ϲ Ζ EϴϵΣϰϱΖϭϰΗϲϮϳ͘ϯϬΖ EϬ Ϭ Σ ϭ ϲ Ζ Ϯ ϵ Η t ϲ ϲ Ϭ ͘ Ϭ ϴ Ζ 26.74' EXISTING VALVE 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 31.09' 23 13 19 19 9'x20' 9' x 1 6 ' 21 58 6 9'x20' ( 1 2 ' ' S D INSTALL CB #11 GRATE:4862.66 INV:4859.66 INSTALL C#14 GRATE:4862.40 INV:4859.40 BLDG 18 BLDG 17 ( 12''S D ( 12''SD ( 12''SD INSTALL CB #5 GRATE:60.92 INV:56.50 INSTALL CB #4 GRATE:60.92 INV:56.26 INSTALL CB #12 GRATE:4863.11 INV:4859.53 16.0' 28.25' 24.91' 9'x20' 9' x 1 6 ' 9'x20' 12 9'x16' 11 9' x 1 6 ' 9' x 1 6 ' 27.81' 24' 24' W E S N S. F I F T H W E S T AG L E R O C K N G I N E E R I N G CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : KU R T R O L A N D B. M c K A Y A N D E R S E N SI T E P L A N . D W G 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 5 C- 3 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E OV E R A L L G R A D I N G P L A N PR E P A R E D F O R : NB W A R C H I T E C T S STORM WATER CALCULATIONS: S. F O U R T H W E S T W. SECOND SOUTH #16 CLUSTER BOX 1'-0" 6'-0" 4'-4" 8" 9'-4" 2'-0" 6'-0" 16'-0"8"8" 17'-4" 3'-0" 2'-0" Tϯ 6" THICK CONCRETE SLAB W/ #4 @ 18" O.C. EACH WAY 7'-0"#4 @ 14" O.C. EACH WAY 16'-20' BIKE RACK BIKE RACK 6' TALL CMU WALL W/4" CAP ϰΗTD/E͘^d> 40 PIPE BOLLARD 4'-0" ABOVE 3'-0" BELOW FILL WITH CONCRETE (4 PLACES) EX I S T I N G C A N A L W. FIRST SOUTH TYPICAL HANDICAP & PAVEMENT MARKING DETAIL SAW CUT ASPHALT AND REPLACE WITH NEW ASPHALT RETAIN AND PROTECT EXISTING CURB & GUTTER AND CATCH BASIN REPLACE EXISTING VALLEY GUTTER EXISTING MANHOLE JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 EXISTING BLDG TO REMAIN AND BE CLUBHOUSE INSTALL INFILTRATOR MH/ CB #1 INV IN:54.89 INV OUT:54.79 INSTALL INFILTRATOR MH/CB #15 INV IN:57.50 INV OUT:57.40 27 21 63.00 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 63.00 63.00 63.00 63.00 63.00 63.0063.00 63 . 0 0 63 . 0 0 63.00 BTM OF SWALE 2' MAX BTM OF SWALE 2' MAX 61 . 0 0 62 . 0 0 43 63.00 62.00 63.00 62.00 61.00 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 1+ 5 0 . 0 0 2+ 5 0 . 0 0 3+ 5 0 . 0 0 4+ 5 0 . 0 0 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 23 13 ( 12''SD 9' x 1 6 ' 9'x20' ( 12''SD W E S N AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : KU R T R O L A N D B. M c K A Y A N D E R S E N SI T E P L A N . D W G 1" = 2 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 6 C- 4 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E BU I L D I N G G R A D I N G P L A N PR E P A R E D F O R : NB W A R C H I T E C T S WATER DETAIL NOTE: WATER CLOSET IS ALWAYS ON THE INSIDE AND ELECTRICAL CLOSET IS ALWAYS ON THE OUTSIDE NEXT TO PARKING LOT FRONT ELEC. ROOM FF=100.00 3' TWW=97.00 TOP OF SWALE .3 3 ' START GRADE SLOPE FROM WINDOW WELL 4" BELOW TOP OF WINDOW WELL FF = FINISHED FLOOR TWW = TOP OF WINDOW WELL GBWW = GRADE BELOW WINDOW WELL TSW = TOP OF SIDEWALK TBW = TOP BACK OF SIDEWALK TBC = TOP BACK OF CURB 8' ' W 8' ' W WATER MAIN LINE 2" WATER SERVICE LINE FRONT BLDG 13 BLDG 12 BLDG 15 BLDG 11 BLDG 16 BLDG 14 DRAINAGE SWALE DRAINAGE SWALE INSTALL ELECTRICAL LINE INSTALL ELECTRICAL LINE WINDOW WELL 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK 12" 36" 12" 24" 3/4"27.5" 36" 8" #4 @ 16" O.C. EACH WAY 1 12ΗTW/EdW/W,EZ/> 6" FIRE LINE W/CURB STOP 2" TOUCH READ METER INSIDE WATER CLOSET JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 BLDG 17 BLDG 18 NOTE: STAIR SHALL MEET CURRENT IRC STANDARDS FOR RISE, TREAD AND LANDINGS. AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : KU R T R O L A N D B. M c K A Y A N D E R S E N SI T E P L A N . D W G 1" = 2 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 7 C- 5 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E BU I L D I N G G R A D I N G P L A N PR E P A R E D F O R : NB W A R C H I T E C T S BL D G 5 BL D G 6 BL D G 7 BL D G 4 BL D G 3 BL D G 8 BL D G 9 BL D G 1 0 BL D G 1 BL D G 2 DRAINAGE SWALE INSTALL ELECTRICAL LINE DRAINAGE SWALE INSTALL ELECTRICAL LINE JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 10" 3' 12 " 10 ' - 5 " SECTION A-A SCALE: 1/2"=1' 10" 1'-1" FT401 @18" FD501 @18" 3, FL402 @16" 5 F.S. 5 N.S. & AH408 @18" HV303 @12" DTT411 @18" DBT409 @12" DBL602 or DBL603 @6" DTL410 @12" AV407 @12" Alternating for a net spacing of 6" Tie to A&D505 3" Clear 3' 10 ' - 0 " 2" Clear 112" Clear 10 ' - 0 " Allowable Construction Joint (Typ.) meeting surface Intentionally roughned 10 " 23'-8" 212" Clear DS414 @36" or A&D506 14 " EA S T E L E V A T I O N EA S T E L E V A T I O N WE S T E L E V A T I O N 12 " GRID 9" A&D601 @12" Alternating w/ A&D505 or A&D506 @12" For a net spacing of 6" Tie A&D505 & A&D506 to DTL410 at top of wall WV406 @16" 10" 12 " VA R I E S 6' 1'4'-2" WH405 @18" WV504 @16" WV503 @16" 3" Clear 3" Clear Typical on Earth 3/4" Chamfer For a net spacingof 8" in bottomof wall WFT502 @8" WFL403 @18" SCALE: 3/4"=1' SECTION B-B 2, WFBL404 @16" (Typ) WWS301 @16" Roughen Joint 9" WWS302 @18" 6' Typ . 1' Typ. 10" Typ. 10" 3' 1'-1" 68' 22 ' 10' Typ . PLAN VIEW 43' CE N T E R L I N E R O A D 10'-6" Sidewalk 1' Future Ribbon Curb Work Point Typical 4'-2 " Typ . Tine Surface 23 ' - 8 " ϯϬ Σ Ty p . 2%2% SECTION D-D D D 1' 10'-6" Sidewalk 0% 1' Road CL 68' 43' 1' 1'10'-6" Sidewalk 0% 12" 10" Haunch 6"14" Deck 8' - 1 " 0%0% A&D415 @12"A&D415 @12" VARIES Allowable Constr. Joint See Detail 10 ' - 2 " @ C L 9' - 0 " 1' 12'-6"12'-6" NOTE: 1. BRIDGE SLOPE: 2% WEST TO EAST (DRAINS EAST) 1'-0" ON EAST 1'-5" ON WEST 3/4" Chamfer PIPE 3" P.V.C. @ C.J. 3/4" NOTCH 3/4" DRIP NOTCH @ 4" FROM EDGE DBT409 @12" DBL602 @6" DTT411 @12"DTL410 @12"A&D601@12" 2, CL413 A&D506 @12" SECTION C-C 1' 6" 1' 10' Sidewalk 1' Curb CS412 @12" 3 ,EB604 @4" 14"A&D506 @12"A&D505 @12" A&D505 @12" 2, CL307 @8" CS306 @12" 11, SWL305 @12"SWS304 @12" DBL603 @6" Center in Span Alternate with DBL602Alternate with DBL603 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : KU R T R O L A N D 17 1 7 9 B. M c K A Y A N D E R S E N BR I D G E D R A W I N G S . D W G NA DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 8 C- 6 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E OV E R A L L B R I D G E P L A N S PR E P A R E D F O R : NB W A R C H I T E C T S 1- 1 2 - 1 8 RAILING - SEE DETAIL SHEET C-7 RAILING - SEE DETAIL (BOTH SIDES) TOP WING 64.50 AV407E @12" REBAR PLAN VIEW SCALE: 3/16"=1'WFT502 @8" WFL403 @18" WFBL404 @16" DBL603 @6" DBL602 @6" DBT409 @12" DTL410 @12" A&505A&D506 A&D505 @12" A&D601 @12" DTT411 @12" A&D506 @12" AV407 @12" AH408 @18" FD501 @18" FT401 @18" 3-FL402 @16" Bent Bar Types Type 3 Type 1 Type 2 Type 4 Type 5 Material & Construction Notes 1.DESIGNED PER THE AASHTO LRFD BRIDGE DESIGN SPECIFICATION. 2.CONCRETE STRENGTH = 4000 PSI. 3./ZEdZ/EDEdсϲЪй͘ 4.STEEL YIELD STRENGTH = 60,000 PSI. 5.CONCRETE CURING - CONCRETE SHALL BE KEPT IN A MOIST CONDITION FOR A MINIMUM PERIOD OF 7 DAYS. 6.CURING COMPOUND MUST BE APPLIED IMMEDIATELY UPON REMOVAL OF FORMS. 7.CONCRETE SHALL BE PROTECTED FROM FREEZING DURING CURING BY APPROVED HEATING. 8.DIMENSIONS SHOWN IN BAR SCHEDULE ARE OUT-TO-OUT. 9.2" COVER FOR ALL REINFORCING EXCEPT AS NOTED ON PLANS. 10.3/4" CHAMFER ALL EXPOSED CONCRETE EDGES. 11.EXTEND UTILITY CONDUITS 6" OUTSIDE OF THE BRIDGE AND CAP THE ENDS. 12.EXTEND DECK DRAIN 1" BELOW BOTTOM OF THE DECK. 3" 8" 4" 11" 1'-7" 2" 3' - 0 3 / 4 " 2' - 9 " 1'-0"1'-0" 1 1/2"2 7/8" 1'-4" SPCS (TYP) 4 PLCS 1'-0 " 4'-1/2 " AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : KU R T R O L A N D 17 1 7 9 B. M c K A Y A N D E R S E N BR I D G E D R A W I N G S . D W G NA DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 9 C- 7 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E A P A R T M E N T S BR I D G E D E T A I L S PR E P A R E D F O R : NB W A R C H I T E C T S UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE TO CURRENT CITY OF REXBURG STANDARDS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES. 1- 1 2 - 1 8 CENTER PLATE ON STEM WALL (4) 1/2"X7-3/4" SS ANCHOR BOLTS PORTION OF STEM WALL AND HANDRAIL SHOWN FOR MOUNTING CLARITY GROUT BASE IN FLUSH HANDRAIL MOUNTING DETAIL HANDRAIL RAIL DETAIL TOP OF PARAPET POST TOP & BOTTOM RAILS, POSTS AND END PICKETS HSS 4"X2 X1 4" SEE HANDRAIL MOUNTING DETAIL 7" X 7" X 12" PLATE 1 2" X 7-3/4" STAINLESS STEEL ANCHOR BOLTS 1 4" RAILING NOTES: MATERIALS 1.STRUCTURAL STEEL SHALL CONFORM TO AASHTO M270, GRADE 36. 2.STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A-500, GRADE B OR ASTM A-501. 3.BOLTS, ACORN NUTS AND WASHERS SHALL CONFORM TO ASTM A-307. 4.HEXAGONAL BOLTS AND NUTS SHALL CONFORM TO ANSI B.18.2.1 AND B18.2.2. STAINLESS STEEL 1.ANCHOR BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL. GALVANIZING 1.HANDRAIL SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A-123 AND ASTM A-385. 2.ALL WELDED AREAS SHALL BE THOROUGHLY CLEANED PRIOR TO GALVANIZING TO REMOVE ALL SLAG OR OTHER MATERIAL THAT WOULD INTERFERE WITH THE ADHERENCE TO THE ZINC. FABRICATION AND ERECTION 1.FABRICATION AND ERECTION OF THE RAILING SHALL CONFORM TO THE CURRENT EDITION OF THE AASHTO SPECIFICATIONS FOR HIGHWAY BRIDGES AND ITD STANDARD SPECIFICATIONS. 2.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL INCLUDE COMPLETE DIMENSIONS AND DETAILS OF FABRICATION. 3.ALL POSTS AND BALUSTERS SHALL BE PLUMB. 4.EACH RAIL SYSTEM SHALL BE ATTACHED TO TWO POSTS. 5.VENT HOLES SHALL BE PLACED AT THE END OF THE BALUSTERS. POSTS AND RAILS IN ACCORDANCE WITH ASTM A-385. JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 DR A W N B Y : AP P R O V E D B Y : DA T E : KU R T R O L A N D 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 5 6 10 PP - 1 $* 7 * - 1 - " / / * / ( 4 6 3 7 & : * / ( *% " ) 0 ' " - - 4 ± 3 & 9 # 6 3 ( ± DE S I G N E D B Y : PR O J E C T N O . CA D N A M E : RE V I S I O N : SC A L E : PA U L J . S N A R R 4 SH E E T N O . SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z &"( - & 3 0 $ , / ( * / & & 3 * / ( ALIGNMENT A PL A N & P R O F I L E S . D W G PR O V I D E N C E S Q U A R E PL A N A N D P R O F I L E S PR E P A R E D F O R : NB W A R C H I T E C T S VERT SCALE: 1" = 4.0' SITE KEY W E S N BA C CLUBHOUSE 5t h W E S T 2nd SOUTH H I F E G D ALIGNMENT AINSTALL SSMH #3INSTALL SSMH #5 INSTALL SSMH #7 INSTALL CB#15 GRATE:4860.80 INV IN:4857.50 3331 CONSTRUCTION ITEMS: 1 2 3 4 5 6 7 8 9 ASPHALT PAVING CATCH BASIN PER DETAIL 1 - SHEET 15 MANHOLE TYPE 1 PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS 8" WATER MAIN VALVE & VALVE BOX PER LATEST REVISION OF CITY OF REXBURG STANDARDS (5' FROM TEE) FIRE HYDRANT PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" FIRE LINE PER LATEST REVISION OF CITY OF REXBURG 1.5' STANDARD CURB AND GUTTER DETAIL ON SHEET 15 STORM WATER SYSTEM SEE DETAIL 2 - SHEET 15 INSTALL CB#7 GRATE:4860.25 INV IN:4857.25 E X I S T I N G S I D E W A L K INSTALL CB#13 GRATE:4862.40 INV:4858.98 EXISTING GROUND C HMA PROPOSED FINISHED GRADE INSTALL CB#12 GRATE:4863.11 INV:4859.53 INSTALL CB#7 GRATE:4859.87 INV IN:4856.87 INSTALL CB#13 GRATE:4862.40 INV:4858.98 INSTALL CB #15 GRATE:4860.80 INV IN:4857.50 INV OUT:4857.40 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 INSTALL CB #14 GRATE:4862.40 INV:4859.40 INSTALL CB #6 GRATE:4859.71 INV IN:4856.69 INSTALL CB#12 GRATE:4863.11 INV:4859.53 72' OF 12" SD @ 0.25% INSTALL CB#11 GRATE:4862.66 INV:4859.66 L HM A LI P DR A W N B Y : AP P R O V E D B Y : DA T E : KU R T R O L A N D 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 5 6 11 PP - 2 $* 7 * - 1 - " / / * / ( 4 6 3 7 & : * / ( *% " ) 0 ' " - - 4 ± 3 & 9 # 6 3 ( ± DE S I G N E D B Y : PR O J E C T N O . CA D N A M E : RE V I S I O N : SC A L E : B. M c K A Y A N D E R S E N 4 SH E E T N O . SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z &"( - & 3 0 $ , / ( * / & & 3 * / ( ALIGNMENT B PL A N & P R O F I L E S . D W G PR O V I D E N C E S Q U A R E OV E R A L L G R A D I N G P L A N PR E P A R E D F O R : NB W A R C H I T E C T S VERT SCALE: 1" = 4.0' 6' MIN. SITE KEY W E S N BA C CLUBHOUSE 5t h W E S T 2nd SOUTH H I F E G D ALIGNMENT B INSTALL SSMH #9INSTALL SSMH #6 INSTALL SSMH #4 6 5 TIE 8" WATER LINE ONTO EXISTING 6" WATER MAIN TIE 8" WATER LINE ONTO EXISTING 6" WATER MAIN (FIELD VERIFY INVERT) 7 4 CONSTRUCTION ITEMS: 1 2 3 4 5 6 7 8 9 ASPHALT PAVING CATCH BASIN PER DETAIL 1 - SHEET 15 MANHOLE TYPE 1 PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS 8" WATER MAIN VALVE & VALVE BOX PER LATEST REVISION OF CITY OF REXBURG STANDARDS (5' FROM TEE) FIRE HYDRANT PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" FIRE LINE PER LATEST REVISION OF CITY OF REXBURG 1.5' STANDARD CURB AND GUTTER DETAIL ON SHEET 15 STORM WATER SYSTEM SEE DETAIL 2 - SHEET 15 FINISHED GRADEEXISTING GROUND DRAINAGE SWALE 4 4 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 8" TEE/THRUST BLOCK 8" TEE W/THRUST BLOCK AND 8" VALVE W/VALVE BOX 5 8" VALVE W/VALVE BOX8"x6" TEE W/THRUST BLOCK INSTALL FIRE HYDRANT W/THRUST BLOCK 8" VALVE W/VALVE BOX DR A W N B Y : AP P R O V E D B Y : DA T E : KU R T R O L A N D 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 5 6 12 PP - 3 $* 7 * - 1 - " / / * / ( 4 6 3 7 & : * / ( *% " ) 0 ' " - - 4 ± 3 & 9 # 6 3 ( ± DE S I G N E D B Y : PR O J E C T N O . CA D N A M E : RE V I S I O N : SC A L E : B. M c K A Y A N D E R S E N 4 SH E E T N O . SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z &"( - & 3 0 $ , / ( * / & & 3 * / ( ALIGNMENT C PL A N & P R O F I L E S . D W G PR O V I D E N C E S Q U A R E PL A N & P R O F I L E S PR E P A R E D F O R : NB W A R C H I T E C T S VERT SCALE: 1" = 4.0' 36" SITE KEY W E S N BA C CLUBHOUSE 5t h W E S T 2nd SOUTH H I F E G D X-SDMH RIM:4863.38 FL:4856.23 INSTALL CB#8 GRATE:4861.80 INV:4858.11 ALIGNMENT C 8 9 CONSTRUCTION ITEMS: 1 2 3 4 5 6 7 8 9 ASPHALT PAVING CATCH BASIN PER DETAIL 1 - SHEET 15 MANHOLE TYPE 1 PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS 8" WATER MAIN VALVE & VALVE BOX PER LATEST REVISION OF CITY OF REXBURG STANDARDS (5' FROM TEE) FIRE HYDRANT PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" FIRE LINE PER LATEST REVISION OF CITY OF REXBURG 1.5' STANDARD CURB AND GUTTER DETAIL ON SHEET 15 STORM WATER SYSTEM SEE DETAIL 2 - SHEET 15 INSTALL INFILTRATOR MH /CB#15 GRATE:4860.80 INV IN:4857.50 INV OUT:4857.40 EXISTING GROUND FINISHED GRADE INSTALL CB#8 GRATE:4861.80 INV:4858.11 INSTALL INFILTRATOR MH/CB#1 GRATE:4859.60 INV IN:4854.89 INV OUT:4854.79 25.25'x246.45' STORM INFILTRATOR EXISTING POWER POLE INSTALL INFILTRATOR MH/CB# 15 STA:3+05.48 RIM= 4860.80 INV IN:57.50 INV OUT:57.40 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 INSTALL BARRICADE TYPE 3 6+00 INSTALL INFILTRATOR MH STA:0+24.00 RIM= 4859.60 INV IN:54.89 INV OUT:54.79 5 TIE 8" WATER MAIN TO EXISTING 10" WATER MAIN 5 6 6 5 5 5' of 12" @ -0.25% 8"x6" TEE AND THRUST BLOCK 8"x6" TEE AND THRUST BLOCK 5 INSTALL VALVE AND VALVE BOX INSTALL VALVE AND VALVE BOX DR A W N B Y : AP P R O V E D B Y : DA T E : KU R T R O L A N D 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 5 6 13 PP - 4 $* 7 * - 1 - " / / * / ( 4 6 3 7 & : * / ( *% " ) 0 ' " - - 4 ± 3 & 9 # 6 3 ( ± DE S I G N E D B Y : PR O J E C T N O . CA D N A M E : RE V I S I O N : SC A L E : B. M c K A Y A N D E R S E N 4 SH E E T N O . SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z &"( - & 3 0 $ , / ( * / & & 3 * / ( ALIGNMENT D PL A N & P R O F I L E S . D W G PR O V I D E N C E S Q U A R E PL A N A N D P R O F I L E PR E P A R E D F O R : NB W A R C H I T E C T S VERT SCALE: 1" = 4.0' 6' MIN. SITE KEY W E S N BA C CLUBHOUSE 5t h W E S T 2nd SOUTH H I F E G D INSTALL SSMH #8 6 5 1 17 4 CONSTRUCTION ITEMS: 1 2 3 4 5 6 7 8 9 ASPHALT PAVING CATCH BASIN PER DETAIL 1 - SHEET 15 MANHOLE TYPE 1 PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS 8" WATER MAIN VALVE & VALVE BOX PER LATEST REVISION OF CITY OF REXBURG STANDARDS (5' FROM TEE) FIRE HYDRANT PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" FIRE LINE PER LATEST REVISION OF CITY OF REXBURG 1.5' STANDARD CURB AND GUTTER DETAIL ON SHEET 15 STORM WATER SYSTEM SEE DETAIL 2 - SHEET 15 FINISHED GRADE DRAINAGE SWALE EXISTING GROUND ALIGNMENT D END WATERLINE & THRUST BLOCK END WATERLINE ALIGNMENT H INSTALL INFILTRATOR CB#1INSTALL CB#2INSTALL CB#3 EXISTING GROUND ALIGNMENT H INSTALL CB#3 GRATE:4860.33 INV:4856.09 INSTALL CB#2 GRATE:4860.70 INV:4855.28 INSTALL INFILTRATOR CB #1 GRATE:4859.60 INV:4854.89 4 FINISHED GRADE JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 8" x 6" TEE 8" CROSS & THRUST BLOCKS NOTE: SEE SHEET PP-6. PRIOR TO CONSTRUCTION OF SANITARY SEWER CONTRACTOR TO EXPOSE AND CALL ENGINEER TO VERIFY LOCATIONS AND GRADE OF 8" SANITARY SEWER STUB. (GRADES OF SANITARY SEWER MAY NEED TO BE ADJUSTED) DR A W N B Y : AP P R O V E D B Y : DA T E : KU R T R O L A N D 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 5 6 14 PP - 5 $* 7 * - 1 - " / / * / ( 4 6 3 7 & : * / ( *% " ) 0 ' " - - 4 ± 3 & 9 # 6 3 ( ± DE S I G N E D B Y : PR O J E C T N O . CA D N A M E : RE V I S I O N : SC A L E : B. M c K A Y A N D E R S E N 4 SH E E T N O . SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z &"( - & 3 0 $ , / ( * / & & 3 * / ( ALIGNMENT E PL A N & P R O F I L E S . D W G PR O V I D E N C E S Q U A R E PL A N A N D P R O F I L E PR E P A R E D F O R : NB W A R C H I T E C T S VERT SCALE: 1" = 4.0' 6' MIN. ALIGNMENT G SITE KEY W E S N BA C CLUBHOUSE 5t h W E S T 2nd SOUTH H I F E G D INSTALL SSMH #8 INSTALL SSMH #7 INSTALL SSMH #9 INSTALL SSMH #5 INSTALL CB#6 4 7 INSTALL SSMH #6 1 TIE 8" WATER LINE TO 10" EXISTING WATER MAIN ALIGNMENT E ALIGNMENT G CONSTRUCTION ITEMS: 1 2 3 4 5 6 7 8 9 ASPHALT PAVING CATCH BASIN PER DETAIL 1 - SHEET 15 MANHOLE TYPE 1 PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS 8" WATER MAIN VALVE & VALVE BOX PER LATEST REVISION OF CITY OF REXBURG STANDARDS (5' FROM TEE) FIRE HYDRANT PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" FIRE LINE PER LATEST REVISION OF CITY OF REXBURG 1.5' STANDARD CURB AND GUTTER DETAIL ON SHEET 15 STORM WATER SYSTEM SEE DETAIL 2 - SHEET 15 FINISHED GRADE DRAINAGE SWALE FINISHED GRADE DRAINAGE SWALE 4 54 EXISTING GROUND 4 4 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 8"x6" TEE/THRUST BLOCK 8"x6" TEE/THRUST BLOCK 8"CROSS/THRUST BLOCK INSTALL FIRE HYDRANT INSTALL FIRE HYDRANT 8" TEE/THRUST BLOCK DR A W N B Y : AP P R O V E D B Y : DA T E : KU R T R O L A N D 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 5 6 15 PP - 6 $* 7 * - 1 - " / / * / ( 4 6 3 7 & : * / ( *% " ) 0 ' " - - 4 ± 3 & 9 # 6 3 ( ± DE S I G N E D B Y : PR O J E C T N O . CA D N A M E : RE V I S I O N : SC A L E : B. M c K A Y A N D E R S E N 4 SH E E T N O . SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z &"( - & 3 0 $ , / ( * / & & 3 * / ( ALIGNMENT F PL A N & P R O F I L E S . D W G PR O V I D E N C E S Q U A R E PL A N A N D P R O F I L E PR E P A R E D F O R : NB W A R C H I T E C T S VERT SCALE: 1" = 4.0' 6' MIN. SITE KEY W E S N BA C CLUBHOUSE 5t h W E S T 2nd SOUTH H I F E G D ALIGNMENT F INSTALL SSMH #4 INSTALL SSMH #3 INSTALL SSMH #2 EXISTING SSMH 18" SS N & S & 8" EAST 1 4 33 3 3 4 FINISHED GRADEEXISTING GROUND CONSTRUCTION ITEMS: 1 2 3 4 5 6 7 8 9 ASPHALT PAVING CATCH BASIN PER DETAIL 1 - SHEET 15 MANHOLE TYPE 1 PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS 8" WATER MAIN VALVE & VALVE BOX PER LATEST REVISION OF CITY OF REXBURG STANDARDS (5' FROM TEE) FIRE HYDRANT PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" FIRE LINE PER LATEST REVISION OF CITY OF REXBURG 1.5' STANDARD CURB AND GUTTER DETAIL ON SHEET 15 STORM WATER SYSTEM SEE DETAIL 2 - SHEET 15 DRAINAGE SWALES 4 65 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 (FIELD VERIFY- SEE NOTE ON SHEET PP-4) CONTRACTOR TO TIE NEW SSMH TO EXISTING MAIN STUB 8"x6" TEE/THRUST BLOCK INSTALL SSMH #1 DR A W N B Y : AP P R O V E D B Y : DA T E : KU R T R O L A N D 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 5 6 16 PP - 7 $* 7 * - 1 - " / / * / ( 4 6 3 7 & : * / ( *% " ) 0 ' " - - 4 ± 3 & 9 # 6 3 ( ± DE S I G N E D B Y : PR O J E C T N O . CA D N A M E : RE V I S I O N : SC A L E : B. M c K A Y A N D E R S E N 4 SH E E T N O . SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z &"( - & 3 0 $ , / ( * / & & 3 * / ( PL A N & P R O F I L E S . D W G PR O V I D E N C E S Q U A R E PL A N A N D P R O F I L E PR E P A R E D F O R : NB W A R C H I T E C T S VERT SCALE: 1" = 4.0' SITE KEY W E S N BA C CLUBHOUSE 5t h W E S T 2nd SOUTH H I F E G D CONSTRUCTION ITEMS: 1 2 3 4 5 6 7 8 9 ASPHALT PAVING CATCH BASIN PER DETAIL 1 - SHEET 15 MANHOLE TYPE 1 PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS 8" WATER MAIN VALVE & VALVE BOX PER LATEST REVISION OF CITY OF REXBURG STANDARDS (5' FROM TEE) FIRE HYDRANT PER LATEST REVISION OF CITY OF REXBURG STANDARDS 6" FIRE LINE PER LATEST REVISION OF CITY OF REXBURG 1.5' STANDARD CURB AND GUTTER DETAIL ON SHEET 15 STORM WATER SYSTEM SEE DETAIL 2 - SHEET 15 ALIGNMENT I INSTALL CB#8 GRATE:4861.80 INV:4858.00 INSTALL CB#9 GRATE:4862.30 INV:4858.54 INSTALL CB#10 GRATE:4862.30 INV:4859.30 ALIGNMENT I INSTALL CB#8 GRATE:4861.80 INV:4858.11 INSTALL CB#9 GRATE:4862.30 INV:4858.62 INSTALL CB#10 GRATE:4862.30 INV:4859.38 EXISTING GROUND 2 2 2 81 FINISHED GRADE JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 B. M c K A Y A N D E R S E N DE T A I L S . D W G AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . RE V I E W E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 17 D- 1 SH E E T N A M E AN G I E V A L D E Z E KU R T R O L A N D 17 1 7 9 PR O V I D E N C E S Q U A R E DE T A I L S PR E P A R E D F O R : NB W A R C H I T E C T S 2 1/2" OF PLANT MIX PAVEMENT -2.0% 1.5'6' SIDEWALK 4" AGGREGATE BASE 3" OF 3/4" GRAVEL ROADBASE 12" OF GRANULAR BORROW/PITRUN UNDISTURBED EARTH 2 1/2" OF PLANT MIX PAVEMENT UNDISTURBED EARTH 12" OF GRANULAR BORROW/PITRUN 3" OF 3/4" GRAVEL ROADBASE 1- 5 - 1 8 24" X 12" ADS N-12 CROWN MATCHING ECCENTRIC TEE 12" INVERT 12" ABOVE CHAMBER BASE 24" INVERT 11.94" ABOVE CHAMBER BASE 12" X 12" ADS N-12 TOP MANIFOLD INVERT 12.5" ABOVE CHAMBER BASE (SEE NOTES) INSPECTION PORT PROPOSED 30" NYLOPLAST MAXIMUM INLET FLOW 5.7 CFS (24" SUMP MIN) STRUCTURE PER ENGINEER'S PLAN MAXIMUM INLET FLOW 5.7 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) ISOLATOR ROW (SEE DETAIL) 12" X 12" ADS N-12 TOP MANIFOLD INVERT 11.94" ABOVE CHAMBER BASE (SEE NOTES) 246.45' 236.46' 23 . 2 5 ' 25 . 2 5 ' 18" (450 mm) MIN* 8' (2.4 m) MAX SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP 6" (150 mm) MIN D C B A PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) MIN51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC740EPE24B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER SC-740 END CAP SC-740 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SC-740 6" INSPECTION PORT DETAIL NTS SC-740 CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6IP* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP* INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) SDR35 PIPE 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR * THE PART# 2712AG6IPKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 KU R T R O L A N D 17 1 7 9 B. M c K A Y A N D E R S E N DE T A I L S . D W G AG L E R O C K N G I N E E R I N G CI V I L p l a n n i n g S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th 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 Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . RE V I E W E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 SH E E T N O . 18 D- 2 SH E E T N A M E AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E DE T A I L S PR E P A R E D F O R : NB W A R C H I T E C T S 2 1/2" OF PLANT MIX PAVEMENT -2.0% 1.5'3' CONCRETE 4" AGGREGATE BASE 3" OF 3/4" GRAVEL ROADBASE 12" OF GRANULAR BORROW/PITRUNUNDISTURBED EARTH 5' BLDG 4" CONCRETE PAD 4" AGGREGATE BASE 1- 5 - 1 8 JA N U A R Y 2 0 1 8 17 1 7 9 BR I D G E / S S / S D / W L 1- 1 5 - 1 8 ©2013 ADS, INC. PROJECT INFORMATION ADS SALES REP: ENGINEERED PRODUCT MANAGER: PROJECT NO: ADVANCED DRAINAGE SYSTEMS, INC. R PROVIDENCE SQUARE REXBURG - IDAHO CORY RUSSELL 208-318-4016 CORY.RUSSELL@ADS-PIPE.COM S064113 LEROY LUCERO 971-235-1569 LEROY.LUCERO@ADS-PIPE.COM STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-740 OR SC-310. 2.CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS. 3.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5.CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. b.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. c.STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. 8.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM 1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. SHEET OF DA T E : PR O J E C T # : DR A W N : CH E C K E D : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 AD V A N C E D D R A I N A G E S Y S T E M S , I N C . R 2 5 12 - 2 0 - 1 7 S0 6 4 1 1 3 SK R XX X RE X B U R G - I D A H O RE V DW N CK D DE S C R I P T I O N PR O V I D E N C E S Q U A R E 0 0 30 ' 60 ' 70 I N W O O D R O A D , S U I T E 3 | RO C K Y H I L L | CT | 060 6 7 86 0 - 5 2 9 - 8 1 8 8 | 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M De t e n t i o n R e t e n t i o n W a t e r Q u a l i t y NOTES ·MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. ·DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. ·THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. 24" X 12" ADS N-12 CROWN MATCHING ECCENTRIC TEE 12" INVERT 12" ABOVE CHAMBER BASE 24" INVERT 11.94" ABOVE CHAMBER BASE 12" X 12" ADS N-12 TOP MANIFOLD INVERT 12.5" ABOVE CHAMBER BASE (SEE NOTES) INSPECTION PORT PROPOSED 30" NYLOPLAST MAXIMUM INLET FLOW 5.7 CFS (24" SUMP MIN) STRUCTURE PER ENGINEER'S PLAN MAXIMUM INLET FLOW 5.7 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) ISOLATOR ROW (SEE DETAIL) PROPOSED LAYOUT 165 STORMTECH SC-740 CHAMBERS 10 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 12,358 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 6,222 SYSTEM AREA (ft²) 243 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):4865.38 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):4859.38 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):4858.88 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):4858.88 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT):4858.88 TOP OF STONE:4857.88 TOP OF SC-740 CHAMBER:4857.38 12" TOP MANIFOLD INVERT:4855.92 24" ISOLATOR ROW INVERT:4854.89 BOTTOM OF SC-740 CHAMBER:4854.88 BOTTOM OF STONE:4854.38 PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 24" PREFABRICATED END CAP, PART# SC740EPE24B TYP OF ALL SC-740 24" CONNECTIONS AND ISOLATOR ROWS 12" X 12" ADS N-12 TOP MANIFOLD INVERT 11.94" ABOVE CHAMBER BASE (SEE NOTES) 246.45' 236.46' 23 . 2 5 ' 25 . 2 5 ' SHEET OF DA T E : PR O J E C T # : DR A W N : CH E C K E D : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 AD V A N C E D D R A I N A G E S Y S T E M S , I N C . R 3 5 12 - 2 0 - 1 7 S0 6 4 1 1 3 SK R XX X RE X B U R G - I D A H O RE V DW N CK D DE S C R I P T I O N PR O V I D E N C E S Q U A R E ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ 18" (450 mm) MIN* 8' (2.4 m) MAX SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP 6" (150 mm) MIN D C B A PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) MIN51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 70 I N W O O D R O A D , S U I T E 3 | RO C K Y H I L L | CT | 060 6 7 86 0 - 5 2 9 - 8 1 8 8 | 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M De t e n t i o n R e t e n t i o n W a t e r Q u a l i t y SHEET OF DA T E : PR O J E C T # : DR A W N : CH E C K E D : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 AD V A N C E D D R A I N A G E S Y S T E M S , I N C . R 4 5 12 - 2 0 - 1 7 S0 6 4 1 1 3 SK R XX X RE X B U R G - I D A H O RE V DW N CK D DE S C R I P T I O N PR O V I D E N C E S Q U A R E INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC740EPE24B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER SC-740 END CAP SC-740 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SC-740 6" INSPECTION PORT DETAIL NTS SC-740 CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6IP* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP* INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) SDR35 PIPE 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR * THE PART# 2712AG6IPKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION 70 I N W O O D R O A D , S U I T E 3 | RO C K Y H I L L | CT | 060 6 7 86 0 - 5 2 9 - 8 1 8 8 | 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M De t e n t i o n R e t e n t i o n W a t e r Q u a l i t y SHEET OF DA T E : PR O J E C T # : DR A W N : CH E C K E D : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 AD V A N C E D D R A I N A G E S Y S T E M S , I N C . R 5 5 12 - 2 0 - 1 7 S0 6 4 1 1 3 SK R XX X RE X B U R G - I D A H O RE V DW N CK D DE S C R I P T I O N PR O V I D E N C E S Q U A R E PART #STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)--- SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)--- SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)--- SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)--- SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)--- SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)--- SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm) SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs.(33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE-CORED END CAPS END WITH "PC" SC-740 TECHNICAL SPECIFICATION NTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END A A C B 51.0" (1295 mm) 30.0" (762 mm) 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ADAPTER ANGLES VARIABLE 0°- 360° ACCORDING TO PLANS A 18" (457 mm) MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" (152 mm) MIN ON 8-24" (200-600 mm), 10" (254 mm) MIN ON 30" (750 mm)] 4" (102 mm) MIN ON 8-24" (200-600 mm) 6" (152 mm) MIN ON 30" (750 mm) 12" (610 mm) MIN (FOR AASHTO H-20) INVERT ACCORDING TO PLANS/TAKE OFF BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN O.D. NYLOPLAST DRAIN BASIN NTS NOTES 1.8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2.12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3.DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4.DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5.FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM 6.TO ORDER CALL: 800-821-6710 A PART #GRATE/SOLID COVER OPTIONS 8" (200 mm)2808AG PEDESTRIAN LIGHT DUTY STANDARD LIGHT DUTY SOLID LIGHT DUTY 10" (250 mm)2810AG PEDESTRIAN LIGHT DUTY STANDARD LIGHT DUTY SOLID LIGHT DUTY 12" (300 mm)2812AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 15" (375 mm)2815AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 18" (450 mm)2818AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 24" (600 mm)2824AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 30" (750 mm)2830AG PEDESTRIAN AASHTO H-20 STANDARD AASHTO H-20 SOLID AASHTO H-20 VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE: 4-30" (100-750 mm) FOR CORRUGATED HDPE WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 31 3 0 V E R O N A A V E BU F O R D , G A 3 0 5 1 8 PH N ( 7 7 0 ) 9 3 2 - 2 4 4 3 FA X ( 7 7 0 ) 9 3 2 - 2 4 9 0 ww w . n y l o p l a s t - u s . c o m ®