Loading...
HomeMy WebLinkAbout6.9-199 Record DrawingGENERAL NOTES ALL GRADING, EXCAVATION AND SOILS PREPARATION SHALL BE DONE IN CONFORMANCE WITH THE 2013 CALIFORNIA BUILDING CODE CHAPTER 33, REQUIREMENTS OF THE COUNTY OF KERN AND SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES FILE NO. 022-14164, DATED SEPTEMBER 30, 2014; AND AS NOTED IN THE GENERAL NOTES BELOW: 1. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER, AT THE CONTRACTOR'S EXPENSE. 2. ALL CUT SLOPES SHALL BE NO STEEPER THAN (2) TWO HORIZONTAL TO (1) ONE VERTICAL. 3. ALL FILL SLOPES SHALL BE NO STEEPER THAN (2) TWO HORIZONTAL TO (1) ONE VERTICAL. 4. VEGETATION AND DEBRIS ON THE SURFACE SHALL BE REMOVED FROM THE SITE PRIOR TO EXCAVATION AND GRADING TO THE SATISFACTION OF THE CITY. 5. FILL SHALL BE PLACED IN SIX INCH LIFTS. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DRY DENSITY, ON LOTS ONLY DETERMINED BY PROCEDURE ASTM D-1557 PER PRELIMINARY SOILS REPORT ON FILE, OR OTHER PROCEDURES APPROVED BY THE COUNTY OF KERN. 6. BUILDING PADS ARE DEFINED TO INCLUDE AN ADDITIONAL FIVE FOOT STRIP SURROUNDING THE PERIMETER OF THE EXTERIOR BUILDING FOOTINGS. 7. GRADING WORK SHALL BE DONE IN A MANNER TO PREVENT STORM DAMAGE TO PUBLIC OR PRIVATE PROPERTY OF OTHERS BY FLOODING, EROSION, DEPOSITION, DEBRIS, OR ANY OTHER DAMAGE RESULTING FROM THE GRADING WORK. 8. SURFACE DRAINAGE SHALL HAVE A MINIMUM SLOPE OF ONE PERCENT AWAY FROM ALL STRUCTURES. 9. THE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT SHALL BE NOTIFIED BY THE CONTRACTOR OR THE OWNER A MINIMUM OF 48 HOURS PRIOR TO THE TIME THAT GRADING IS TO COMMENCE AND THE CONTRACTOR OR THE OWNER SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR THEIR INSPECTIONS. 10. ALL IMPROVEMENTS TO COMPLY WITH PRELIMINARY SOILS REPORT BY KRAZAN AND ASSOCIATES FILE NO. 022-14164, DATED SEPTEMBER 30, 2014 11. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATIONS FIVE (5) FEET OR DEEPER. 12. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO STARTING ANY WORK. 13. THE CONTRACTOR SHALL REVIEW THE PRELIMINARY SOILS REPORT ON FILE WITH THE CLIENT OR HIS AGENT PRIOR TO COMMENCING WORK. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PRELIMINARY SOILS REPORT. 14. CONTRACTOR IS RESPONSIBLE FOR THE GRADING OF BUILDING PAD AREAS TO WITHIN 0.1' OF THE DESIGN ELEVATIONS. COMPACTION IN PROPOSED PAVEMENT AREAS SHALL CONFORM TO COUNTY OF KERN STANDARDS AND SHALL EXTEND TO A MINIMUM DISTANCE OF (2) FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 15. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 16. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING; A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACE FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 17. CONTRACTOR TO COORDINATE WITH THE INSPECTOR AND DEVELOPER, THE LOCATION OF THE BORROW OR SPOILS PRIOR TO CONSTRUCTION. 18. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK, CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE, AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 19. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AND THE COUNTY OF KERN AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION TO MARK THE LOCATIONS OF EXISTING UTILITY LINES. 20. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR, JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 21. CONTRACTOR SHALL APPLY FOR AND OBTAIN A GRADING PERMIT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COMPLY TO PROVISIONS OF THE PERMIT TO CONTROL WIND BLOWN DUST AND SAND. 22. ALL FILL MATERIALS SHALL NOT CONTAIN DETRIMENTAL AMOUNTS OF ORGANIC MATTER. NO ROCK OR IRREDUCIBLE MATERIAL WITH A MINIMUM DIMENSION GREATER THAN 12 INCHES SHALL BE BURIED OR PLACED IN FILL. CODE OF BUILDING REGULA11ONS SEC. 17.28.110-D EARTHWORK QUANTITIES: CUBIC YARDS CUT (RAW) = 700 C.Y. CUBIC YARDS FILL (RAW) = 0 C.Y. OVEREXCAVATION = 1,471 C.Y. CUBIC YARDS CUT (ADJUSTED) = 2,171 C.Y. CUBIC YARDS FILL (ADJUSTED) = (1,471)1.43 = 2,104 C.Y. TOTAL EARTHWORK QUANTITIES = 67 C.Y. (export) *(FILL WAS CALCULATED WITH A COMPACTION FACTOR OF 1.43) THE ABOVE QUANTITIES ARE BASED ON GRADING LINES AND ELEVATIONS SHOWN ON THE DRAWINGS. ACTUAL QUANTITIES OF EARTHWORK MAY VARY FROM THAT STATED ABOVE DEPENDING UPON VARYING SOIL DENSITIES AND ON THE DEGREE OF SITE PREPARATION ACTUALLY REQUIRED IN THE FIELD. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PD PLAN MAP 1241111111111111111111111111111102 1- ; `, C-1.0 COVER SHEET AND NOTES C-2.0 GRADING AND DRAINAGE PLAN C-2.1 DETAILS AND SECTIONS C-3.0 SEWER AND WATER PLAN C-3.1 FIRE WATER DETAILS/SECTIONS C-3.2 ENCSD SEWER DETAILS C-3.3 ENCSD WATER DETAILS C-4.0 EROSION CONTROL PLAN C-4.1 SITE GRADING PLAN PANDA EXPRESS COUNTY OF KERN STATE OF CALIFORNIA z W n a KEY MAP SCALE: 1" = 30' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND111ONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BASIS OF BEARING: THE BEARING OF N00'36'52"E FOR THE WEST LINE OF THE NORTHWEST 1/4 OF SECTION 2, TOWNSHIP 30 SOUTH, RANGE 28 EAST, M.D.B.&M., PER PM 6450 RECORDED IN BOOK 26 OF PM AT PAGE 11, WAS USED AS BASIS OF BEARINGS SHOWN HEREON. BENCH MARK: BENCH MARK (USED): USC&GS BM DISK STAMPED "R 825 1947" WITH NAVD88 ELEVATION = 427.26' ED'so" NWy PROJECT SITE BRUNDAGE LN 58 WEST HWY N 58 EAST HWY J J X ZEPHYR LN x REDBANK RD VICINITY MAP N.T.S. Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION SHEET INDEX SHEET DESCRIPTION C-1.0 COVER SHEET AND NOTES C-2.0 GRADING AND DRAINAGE PLAN C-2.1 DETAILS AND SECTIONS C-3.0 SEWER AND WATER PLAN C-3.1 FIRE WATER DETAILS/SECTIONS C-3.2 ENCSD SEWER DETAILS C-3.3 ENCSD WATER DETAILS C-4.0 EROSION CONTROL PLAN C-4.1 EROSION CONTROL BMP'S C-5.0 DRAINAGE SYSTEM NOTES C-5.1 DRAINAGE SYSTEM PLAN C-5.2 DRAINAGE SYSTEM DETAILS C-5.3 DRAINAGE SYSTEM DETAILS APPROVED 13Y.- EAST Y:EAST NILES COMMUNITY SERVICES DISTRICT: PRESIDENT OF THE BOARD OF DIRECTORS DATE SALLY A. RUIZ GENERAL MANAGER DATE TIMOTHY P. RUIZ DISTRICT ENGINEER JOSHUA T. NORD DATE ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH COUNTY OF KERN ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE COUNTY ENGINEER. �o QROF SSl pNq� No. C-051930 sr CIVIL �P OF CALIF;, DERRILL G. WRITTEN JR., C-051930 4 DATE }W m z 0 Q U 0 z o � a 5 W ~ ~ o � x w k Q 0 o z U `J Z O ` U H �' � ^ o z ^ ^ a 7^ et z U 7/Q H o 0 4) r-, O mai ? z_c .. �UNN E p 99 v N�iM^ LJ..I N 1-�i Li l U YritO� 8E �� z O ►TWA 00Y_jj4 C7 U ^ N m 1- lai LiJ 3 J_ z F_ cn z O U ai 00 00 Q1'�' 00N r- rn 00 m j LEGEND — W12— EXISTING WATER MAIN & SIZE —S12— EXISTING SANITARY SEWER PIPE & SIZE — D12— EXISTING STORM DRAIN PIPE & SIZE C -O-, EXISTING POWER POLE - T EXISTING TELEPHONE UNE - OE EXISTING OVERHEAD ELECTRICAL LINE - G EXISTING BURIED GAS PIPE — TV EXISTING BURIED CABLE TV �D EXISTING UTILITY VAULT ��— EXISTING TELEPHONE POLE w/GUY WIRE o° EXISTING STREET LIGHT @) EXISTING STORM DRAIN/SEWER MANHOLE SITE BOUNDARY —S6— NEW SANITARY SEWER UNE & SIZE — W8 — NEW WATER UNE & SIZE — D12 — EXISTING FENCELINE �D EXISTING FIRE HYDRANT wv EXISTING VALVE BOX o° NEW FIRE HYDRANT ® EXISTING TOPO POINT D4 EXISTING WATER METER GM EXISTING GAS METER co EXISTING SEWER CLEANOUT 303 EXISTING CONTOUR W/ELEVATION TG = TOP OF GRATE SITE BOUNDARY —S6— NEW SANITARY SEWER UNE & SIZE — W8 — NEW WATER UNE & SIZE — D12 — NEW STORM DRAIN UNE & SIZE CHECKED BY: NEW SITE LIGHTING (SEE ARCH PLANS) FL NEW CATCH BASIN 51y K) NEW FIRE HYDRANT ® NEW WATER VALVE WM NEW WATER METER FS 305.50 = FINISHED PAD INV = PROPOSED GRADE ELEVATION 2.0% U CHECKED BY: = PROPOSED GRADIENT FL = FLOWUNE C = CONCRETE SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE P = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE )NSTRUCTION NOTES CONSTRUCT 6" CONCRETE CURB PER DETAIL 2 ON SHEET C-2.1 CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 1 ON SHEET C-2.1 PAINT ACCESSIBLE PARKING SYMBOL PER DETAIL 5 ON SHEET C-2.1 CONSTRUCT 4" THICK CONCRETE SIDEWALK OVER 4" AGGREGATE BASE WITH 6x6/10x10 WWM OVER 12" OF NATIVE SOIL COMPACTED TO 90% M.D.D. CONSTRUCT 6 1/2" THICK CONCRETE APRON IN FRONT OF ENCLOSURE OVER 4" AGGREGATE BASE WITH #4 BARS AT 18" O.C. EACH WAY OVER 12" OF NATIVE SOIL COMPACTED TO 90% M.D.D. (SEE SOILS REPORT) CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLANS INSTALL CURB RAMP WITH DOT PAVERS PER DETAIL 3 ON SHEET C-3.0 CONSTRUCT ADA RAMPS PER K.C.D.S. PLATE NO. R-59 INSTALL DOT PAVERS PER DETAIL 4 ON SHEET C-3.0 CONSTRUCT 9" THICK DRIVE-THRU OVER 4" AGGREGATE BASE OVER 12" OF NATIVE SOIL COMPACTED TO 90% M.D.D. (SEE SOILS REPORT) CONSTRUCT 25' DIRVEWAY PER K.C.D.S. PLATE NO. R-55 INSTALL 3" ASPHALT PAVEMENT OVER 5" CLASS II AGGREGATE BASE OVER 12" NATIVE COMPACTED TO 90% M.D.D. /AQ- -Du I L jz: j � P, - a - GRAPHIC SCALE 10' 5' 0. 5' 10' ( IN FEET) Q Pi 1 inch = 10 ft. m IM W .1 0 z a J D E Z 0 Q rn C z� LLL Z 0 0 U Z 3 W 3 3 J 0 c� z F— __j V) z 0 v U CHECKED BY: LTJ DATE: 7/21/2015 DRAFTER Qo a0 o�o04 AS SHOWN Q rr�^ 0) CC) SHEET 2 OF 13 i ONO ° 0 CI] LI] 04N LIJ �a Z6 0E OW WW < V u, � N �wn in'G13^� v 7 qtr u - ►TWA wl�a1xQ W .1 0 z a J D E Z 0 Q rn C z� LLL Z 0 0 U Z 3 W 3 3 J 0 c� z F— __j V) z 0 v DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER Qo a0 o�o04 AS SHOWN COMP. NO: 3980500 GRD.dwg JOB NO.: 395-05-00 0) CC) SHEET 2 OF 13 ONO ° 0 a+U 04N �a Z6 0E 00 O N U qtr u - DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: AS SHOWN COMP. NO: 3980500 GRD.dwg JOB NO.: 395-05-00 C-2.0 SHEET 2 OF 13 #4 BARS CONTINUOUS 12" ox., (TYP. OF 3) -INSTALL 1/2" EXPANSION JOINT ® 60' ox. -WEAKENED PLAN JOINTS ® 10' ox. -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH INSTALL PAVERS SO THAT DETECTABLE WARNING SURFACE IS FLUSH WITH SIDEWALK SURFACE CONCRETE SIDEWALK 1' (12") NATIVE SOIL COMPACTED TO 90% M.D.D. 1 V -GUTTER Scale: 1":1' A 0.45" TOP C-4 DIAMETER 0.9" BASE DIAMETER 2.35" (NOMIW F` in M :m cv O z C� 0.25' (3") TYPE "B" A.C. 0.42' (5") CLASS II AGGREGATE BASE 1 r---- A 0 0 0 0 o O o 0 00 0 0 o°o°o°o °o °o°o°o°o o°o°o 000000°0 0 °O 0000000°��0�000 0 0000 0 0 0 0 0 0 0 0 0 0 0 z °o°o°o°o°o°o°o o°o°o°o°o°o°o° °°°°°O°°°°°°° 0°°°O°0°0°o°O°0 00000000000000 0 0000000000000 00000000000000 0 0 M 0000000000 0 0 00000000000000 0 0 0 0 0 0 0 0 0 000000000000 0 0 0 0 0 0 0 0°°°O°°°o°°°0°O O°O°O°0°O°O°O 0000 0 0 0 0 0 0 0 0 0 0 0 0 PER SITE PLAN FULL LENGTH OF STRIPE ZONE RAISED TRUNCATED DOMES Scale: N.T.S. GROOVE CONCRETE AS SHOWN TO PROVIDE 12" DETECTABLE WARNING AT ALL CURB CUT RAMPS PER ADA & LOCAL JURISDICTION 6 RAMP GROOVES Scale: N.T.S. SIDEWALK (SHOWN) " OR LANDSCAPING 6 1X" 2% MAX. 0.25' (3") TYPE "B" A.C. SLOPE 6" CLASS *B"-/ 0.42' (5") CLASS II CONCRETE CURB AGGREGATE BASE 1' (12") NATIVE SOIL COMPACTED -INSTALL 1/2" EXPANSION JOINT ® 60' ox. TO 90% M.D.D. -WEAKENED PLAN JOINTS ® 10' ox. -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH 2 6" ON-SITE CURB Scale: 1":1' SURFACE MOUNTED TRUNCATED DOMES DESCRIPTION OF WORK A. A BRIEF DESCRIPTION OF WORK IS AS FOLLOWS: 1. TRUNCATED -DOMES AT CURB RAMPS (ANY CURB RAMP WITH SLOPES 5.0% AND STEEPER AND THE PATH LEADING ACROSS VEHICULAR TRAFFIC SHALL HAVE TRUNCATED -DOMES). QUALITY ASSURANCE A. A.D.A. COMPLIANCE: PARKING SPACES FOR THE DISABLED SHALL BE MARKED ACCORDING TO C.B.C. SECTION 112913.5. TACTILE WARNING LINES SHALL BE IN COMPLIANCE TO C.B.C. SECTION 1133B.8.5. TRUNCATED IN-LINE DOMES AT ALL CURB RAMPS AND OTHER DESIGNATED LOCATIONS A. DOME GEOMETRY: IN ACCORDANCE WITH A.D.A. REGULATIONS; PART 1 - 4.29 AND CALIFORNIA TITLE 24 RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9", HEIGHT OF NOMINAL 0.2", AND CENTER -TO -CENTER SPACING OF 2.35". B. PANEL DIMENSIONS: 24" X 24" X 1/8". EACH PANEL HAS TWO 1 AND SEVEN PRE -FORMED FASTENER LOCATIONS. A 36" WIDE X 12" MINIMUM PANEL AT THE BOTTOM OF A CURB RAMP IS REQUIRED. INSTALLATION SHALL BE RECESSED. C. MATERIAL: A HOMOGENOUS GLASS AND CARBON REINFORCED COMPOSITION SHALL BE COLORFAST AND UV STABLE. PANEL COLOR SHALL BE UNIFORM THROUGHOUT THE PANEL COMPOSITE PRODUCTS WITH PAINT COATINGS OR UV COATINGS ARE UNACCEPTABLE. D. INSTALLATION: TACTILE PANELS SHALL BE ADHERED TO RECESSED CONCRETE WITH EITHER THIN -SET MORTAR OR ONE COMPONENT STRUCTURAL URETHANE ADHESIVE. ADHESIVE COLOR SHALL MATCH PANEL. PANELS SHALL ALSO BE ATTACHED WITH MECHANICAL ANCHORS. FASTENERS SHALL BE V X 1-5/8" COMPOSITE SLEEVE ANCHOR WITH STAINLESS STEEL PINS. FASTENER COLOR SHALL MATCH PANEL. 1. ADHESIVE: SONOBORN NP1, SIKAFLEX 1A. E. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF BY THE FOLLOWING MANUFACTURER. THE ARCHITECT AS DELINEATED IN DIVISION 0 BID AND AGREEMENT DOCUMENTS MUST REVIEW OTHER MANUFACTURERS. 1. A.D.A. TACTILE SYSTEMS 2. A.D.A. SOLUTIONS, INC. 3. ARMOR TILE OR APPROVED EQUAL F. REQUIREMENTS: RESULTS A.S.T.M. COMPRESSIVE STRENGTH 23,800 PSI D 695 FLEXURAL STRENGTH 24,600 PSI D 790 WATER ABSORPTION .13% ® 2 WEEKS D 570 SLIP RESISTANCE EXCEEDS 0.80 WET OR DRY C 1028 FLAME SPREAD INDEX 15 E 84 SMOKE DEVELOPED 145 E 84 SALT SPRAY NO CHANGE (120 HOURS) B 117 CHEMICAL STAIN NO DETERIORATION 1308 ABRASIVE RESISTANCE 564 C 501 ACCELERATED WEATHERING NO CHANGE (3,000 HOURS) G 26 TENSILE STRENGTH 12,100 PSI D 638 ROCKWELL HARDNESS 122 D 755 FREEZE/THAW/HEAT NO DISINTEGRATIONC 1026 COLOR: YELLOW LOCATE VAN SIGN BELOW STANDARD SIGN STATING "VAN ACCESSIBLE" (WHERE OCCURS, SEE PLAN) MINIMUM FINE $250.00 VAN ACCESSIBLE z 00 70 SQ. IN. REFLECTORIZED PROCELAIN SIGN WHITE FIGURE AS SHOWN, BLUE BACKGROUND COLOR 15090 PER FS 595B 2"0 GALV. STEEL STD. PIPE 8"000" CONCRETE FOOTING �- ADJACENT GRADE ACCESSIBLE PARKING SIGN Scale: NT.S. GROOVES 12" WIDE PER DETAIL 6 ON THIS SHEET BASE OF RAMP SHALL HAVE A MIN. 36" SECTION OF TRUNCATED DOMES ° d a d CONCRETE SIDEWALK ° m 0 0 0 0 J 00 00 0 v' O O O O O C v4 6" CONCRETE p p 0 0 p p �� O O p 0 0 0 G 0 O 000 p �• `\Q.'�•p p ° CURB p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oy _ END CONDITION WHEN ADJACENT TO PARKING STALLS 3 ACCESSIBLE RAMP Scale: N.T.S. WHITE PAINTED SYIJ" " BLUE PAINTED BACKGROUN COLOR 15090 PER FS 595 2" 1 NOTE: THE SIGN IS TO BE CENTERED AT THE INTERIOR END OF PARKING STALL 5r SEFpir8, �N 4N S/ZF 5 ACCESSIBLE SYMBOL Scale: N.T.S. (D_qR�y_ WELL Scale: N.T.S. SECTION PER ING PLAN . DIA CONC. SLAB RATE FITTING '0 ROCKS 2" SD PIPE. SEE SHEET -3.0 GEOTECHNICAL FABRIC )F 4' DIA. R.C.P. W/ 1" DIAM. RATION ® 12" SPACING EACH WAY AS- %�1 M ole ►J E� JEM CHECKED BY: DGW LTJ 7/21/2015 DRAFTER ao 00 SCALE: V Qr�' r-,00 ON C-2.1 SHEET 3 of 13 >� 0 C7 > L U � � ++ 2: o � U O 35 E V) l r� w o LI] LL] 00 O J 7F." COof O LL_ Z 0 .} 0 O.. W O U Cn w a.///J� y QMF (n z v� O r T, ^ 00 Y 3 Nm� Lz 3 E� JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER ao 00 SCALE: V Qr�' r-,00 ON C-2.1 SHEET 3 of 13 >� p�jN V1 U cD N N ++ 2: o � O 35 E N o A r� w CL U) 00 O N U a COof O LL_ DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: AS SHOWN COMP. NO: 3980500-GRD.dwg JOB NO.: 395-05-00 C-2.1 SHEET 3 of 13 EXISTING SSMH (INV. 27"=382.97 E/W) ( IN FEET) 1 inch= 10 ft. LEGEND — W12— EXISTING WATER MAIN & SIZE —S12— EXISTING SANITARY SEWER PIPE & SIZE — D12— EXISTING STORM DRAIN PIPE & SIZE 71, EXISTING POWER POLE T EXISTING TELEPHONE LINE OE EXISTING OVERHEAD ELECTRICAL LINE G EXISTING BURIED GAS PIPE TV EXISTING BURIED CABLE TV EXISTING UTILITY VAULT ��— EXISTING TELEPHONE POLE w/GUY WIRE EXISTING STREET LIGHT @ SO EXISTING STORM DRAIN/SEWER MANHOLE -0 EXISTING FENCELINE �D EXISTING FIRE HYDRANT wv EXISTING VALVE BOX o° hi o'°' Q EXISTING TOPO POINT D4 EXISTING WATER METER GM EXISTING GAS METER co EXISTING SEWER CLEANOUT 1-- 303 ---" EXISTING CONTOUR W/ELEVATION SITE BOUNDARY O FURNISH & INSTALL CHRISTY U23 DROP INLET/JUNCTION BOX W/ U21 -HT GRATE OR APPROVED EQUAL WATER CONSTRUCTION NOTES ❑1 INSTALL 90' ELL WITH TYPICAL THRUST BLOCK PER E.N.C.S.D STANDARD W-11 21 INSTALL 1.5" WATER SERVICE CONNECTION PER E.N.C.S.D STANDARD W-4 3 INSTALL BACKFLOW PREVEN11ON DEVICE PER DETAIL 1 ON SHEET C-3.1 (SEE PLAN FOR SIZE) ® INSTALL FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL 2 OR 2A ON SHEET C-3.1 R5 NOT USED © INSTALL FIRE HYDRANT ASSEMBLY PER E.N.C.S.D STANDARD W-6 ❑7 INSTALL 45' BEND WITH TYPICAL THRUST BLOCK PER E.N.C.S.D STANDARD W-11 ® INSTALL FIRE RISER PER DETAIL 3 ON C-3.1 ❑9 INSTALL DRY WELL PER DETAIL 8 ON C-2.1 SEWER CONSTRUCTION NOTES O1 INSTALL TYPICAL BUILDING SEWER LATERAL PER ENCSD STANDARD S-3 O INSTALL SANITARY SEWER CLEANOUT PER ENCSD STANDARD S-5 * CONTRACTOR TO POTHOLE TO VERIFY DEPTH AND LOCATION OF SEWER MAIN PRIOR TO CONSTRUCTION WATER NOTE UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL WATER LINES LESS THAN 3" SHALL BE PVC, ASTM D2241, WITH SDR21 RATING OR AN APPROVED EQUAL. ALL WATER LINES 3" AND LARGER SHALL BE PVC, AWWA C900 RATED DR -18 (CLASS 150) OR AN APPROVED EQUAL. ALL WATER LINES SHALL HAVE 36" MINIMUM COVER AND TRACE WIRES INSTALLED PER CITY SPECIFICATIONS. m m LLJ Li] f -H Q r U LLl f-+ 0 U 0. �u f -i u rn _ul LIQ LI] C) ^g �ULe) N 0 N 2MM 7 4C Cn v N m L� 44, V) JEM CHECKED BY: —S6— NEW SANITARY SEWER LINE & SIZE 7/21/2015 Qo — W8 — NEW WATER LINE & SIZE U r- 0 C-3.0 — D12 — NEW STORM DRAIN LINE & SIZE rn� NEW SITE LIGHTING (SEE ARCH PLANS) � UU (0(6 N CN c NEW CATCH BASIN E hi o'°' Q ai % NEW FIRE HYDRANT r7 00 O ® NEW WATER VALVE of a LL- WM NEW WATER METER L FS 305.50 00 = PROPOSED GRADE ELEVATION U' 2.0% --- = PROPOSED GRADIENT FL = FLOWLINE C = CONCRETE SURFACE o FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE P = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE STORM DRAIN CONSTRUCTION NOTES O FURNISH & INSTALL CHRISTY U23 DROP INLET/JUNCTION BOX W/ U21 -HT GRATE OR APPROVED EQUAL WATER CONSTRUCTION NOTES ❑1 INSTALL 90' ELL WITH TYPICAL THRUST BLOCK PER E.N.C.S.D STANDARD W-11 21 INSTALL 1.5" WATER SERVICE CONNECTION PER E.N.C.S.D STANDARD W-4 3 INSTALL BACKFLOW PREVEN11ON DEVICE PER DETAIL 1 ON SHEET C-3.1 (SEE PLAN FOR SIZE) ® INSTALL FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL 2 OR 2A ON SHEET C-3.1 R5 NOT USED © INSTALL FIRE HYDRANT ASSEMBLY PER E.N.C.S.D STANDARD W-6 ❑7 INSTALL 45' BEND WITH TYPICAL THRUST BLOCK PER E.N.C.S.D STANDARD W-11 ® INSTALL FIRE RISER PER DETAIL 3 ON C-3.1 ❑9 INSTALL DRY WELL PER DETAIL 8 ON C-2.1 SEWER CONSTRUCTION NOTES O1 INSTALL TYPICAL BUILDING SEWER LATERAL PER ENCSD STANDARD S-3 O INSTALL SANITARY SEWER CLEANOUT PER ENCSD STANDARD S-5 * CONTRACTOR TO POTHOLE TO VERIFY DEPTH AND LOCATION OF SEWER MAIN PRIOR TO CONSTRUCTION WATER NOTE UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL WATER LINES LESS THAN 3" SHALL BE PVC, ASTM D2241, WITH SDR21 RATING OR AN APPROVED EQUAL. ALL WATER LINES 3" AND LARGER SHALL BE PVC, AWWA C900 RATED DR -18 (CLASS 150) OR AN APPROVED EQUAL. ALL WATER LINES SHALL HAVE 36" MINIMUM COVER AND TRACE WIRES INSTALLED PER CITY SPECIFICATIONS. m m LLJ Li] f -H Q r U LLl f-+ 0 U 0. �u f -i u rn _ul LIQ LI] C) ^g �ULe) N 0 N 2MM 7 4C Cn v N m L� 44, V) JEM CHECKED BY: DGW DATE: 7/21/2015 Qo 00 00 SCALE: U r- 00000 rn c0 C-3.0 CL >0 rn� Cir � UU (0(6 N CN E hi o'°' Q ai Cs r7 00 O - N U of a LL- L DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER N SCALE: N w r%oo a�j C-3.0 CL C.1 F 3 �w ZZ�� DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: AS SHOWN COMP. NO: 3980500-GRD.dwg JOB NO.: 395-05-00 C-3.0 SHEET 4 OF 13 DETECTOR DOUBLE CHECK VALVE ASSEMBLY � SHAH. BE ON APPRO E I LIST OF THE APPROVED. Li'Si' No. FOUNDATION CROSS CONNECTION CONTROL � 1 OF THE UNIVERSITY .OF' ,SOUTHERN CALIFORNIA G-Cl2 i +� DUCTILE IRON EiANt,� 9t�" '.ELL .�. SIZE AS REQUIRED.; D•-ti3 42 IN 3is`MAii. \ FINISHED GRADE ti � METER 8DX 241" MAX. NO CONNECTIONS POLYEiH�'I,�+I1`.IIi�I PED 8 (SEE" "OTE a� ALLOWED BETWEEN DEVICE.AND METER B E)1 Flaw VARIES +' * : . " ADAPT .ter AND OUTLET FITTINGS TO fHRUSf BLOCKS ARE` REOL# ED 1 MAIN AS REQUIRED FOR DEVICE OVER " �#-14 B-1� 1 METER -SIZE AND TYF� AS SPECIFIEp N/A VAIERIALS AND BELOW MUST' BE � - C� PIPE, .���[• IrdtlSt` DUCTILE IRON F'IP N jA NOTES 1) ALL FITTINGS b A BL'Y SHA' LL, BE IHR IEi�. 2) � PIPER SHALT., BE PO YEtHYI M WRAPPED W" A r WIDE PLASTIC :ElAt M ADHESIVE TAPE. :S)' DUCTILE IRON PIPE AND FITTINGS SHALL BE: DEMENT l OROR LINED. 4) ALL Q_(POSSED PIPING Sim BE PAINTED I� I1Sfi�CT APP VED P#�INT ;SYSTEM. - . ZNE'R .OF DEVICI_ MUST PAVE .BACKFLow DEVICE ,TESTm BY STATE c&nFib it" SIR ANNiIALI.Y THER". 6) UNDER NO CIRCUMSTANCES MAY' A BYPASS BE ,C STRUCTED ARDUND A E%4CKFLE PREVENTION DEVICE. 7) IF INTERRUPTION OF WATER SERVICE TO FACILITY IS NOT 'PERMISSIBLE; M (2) IDD41CAL (FLOW PRVMffM DEVICES SHAD. BE INSTALLED TO ALLOW TESTING AIND SERVMC 8), DEVICE MUST' BE INSULATED OR COMM TO' PROTECT, AGAINST FREEZING. (ACCESS ;FTS 'TESTINO AND ACCESS TO TEST ENCS MUST BE MAINTAINED.) 'S), AT THE DIRECTION OF 'THE DISTRICTS CONTRACTOR SHALL IN$T'ALL DETECTOR DOUBLE" CHECK VALVE ASSEMBLY INA VAULT PER STT. DWG: P-,24. ITEM t:"SPTiQN APPROVED. Li'Si' No. 1 1 DETECTOR TiBE.I CHECK `VALVE ASSEMBLY =M SIZE AND TYPE AS SPECIFIED. G-Cl2 �^ +� DUCTILE IRON EiANt,� 9t�" '.ELL .�. SIZE AS REQUIRED.; D•-ti3 VARIES DUCTILE IRON PIPE OR i t} t`sA, CML,/CMC wSP. � 4 2 O.S.. I!c Y DATE VALVE -SIZE AS SPECIFIED. B E)1 3 VARIES STANDARD WEK;HT BRASS PIPE AND FiTTINBS, ���~ FOR, AND �" DETECTOR c�+Et.�cS AND i" FCM2 1t?"` DETT's'CT�C?R` giEC;IC. 6 1 BALL VALVE! 3/4' FCtR :# , B g AND .S" I)ETi'.�CitilC .a#IECKS AND T" FQFC Tp" DETECTOR CHECK.. _ �#-14 B-1� 1 METER -SIZE AND TYF� AS SPECIFIEp N/A e AND BELOW MUST' BE � - C� PIPE, .���[• IrdtlSt` DUCTILE IRON F'IP N jA WATER NOTES 1.5" BACKFLOW PREVENTER ON WATER LATERAL 1—REDUCED PRESSURE DETECTOR ASSEMBLY, 1.5" AMES COLT SERIES C500 w/NON—RISING STEM GATE VALVES 4" BACKFLOW PREVENTER ON FIRE LATERAL 1—DOUBLE CHECK DETECTOR ASSEMBLY, 4" AMES COLT SERIES C300 w/NON—RISING STEM GATE VALVES BACKFLOW PREVENTER DETAIL Scale: N.T.S. SIAMESE "ECTION W/CLAPPER NAL CHECK VALVE r m m LLI 7 IVI-UAr L ILL Y T►h I LR LIIYE TO BUILDING FIRE DEPARTMENT CONNECTION (FDC) * FDC SHALL BE PAINTED OSHA SAFETY RED scale: N.T.S. SEE DETAIL 1 ON THIS SHEET FOR ADDI110NAL INFORMATION ON BACKFLOW PREVENTER 4"0 MJxMJ TEE 4x2-rx2-Iii 4MD/ r SIAMESE CONNECTION W/CLAPPER INTERNAL FLOW CHECK VALVE TO BUILDING 4"0 SCH 40 GALV. � \_ SEE DETAIL 1 ON THIS SHEET FOR SIL. PIPE ADDITIONAL INFORMATION ON BACKFLOW PREVENTER OPTIONAL FIRE DEPT. CONNECTION * FDC SHALL BE PAINTED OSHA SAFETY RED scale: N.T.S. FIRE RISER INTO BUILDING TO TIE -INTO SPRINKLER SYSTEM (BY OTHERS) TO ALARM SYSTEM IICo II I� �l II II II II II II II II II 1"0 CONDUIT I I TO BACKFLOW FLOW FIRE LA 4"0 C900 PVC PIPE 3 iii --T BUILDING FINISH FLOOR 4" STAINLESS STEEL FIRE RISER BY AMTS (SERIES IBR) OR APPROVED EQUAL 3 FIRE RISER DETAIL Scale: N.T.S.CL THRUST BLOCK PER COUNTY STANDARDS o m 1— z 1= J Z O U0)00 05 00 00 QO 00 04 • r- 0) 00 U >O pOjN (~ U U O c0 N O:3-� Oc0 � � N 00 O N U O ir U LL- C%4 OCnN O r5 F I acl-c�`3 a �x z a Z r) gZ �7 �uLLI s 3 DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: AS SHOWN COMP. N0: 3980500_GRD.dwg JOB NO.: 395-05-00 SHEET C-3.1 5 OF z 1= J Z O U0)00 05 00 00 QO 00 04 • r- 0) 00 U >O pOjN (~ U U O c0 N O:3-� Oc0 � � N 00 O N U O ir U LL- C%4 OCnN O r5 F I acl-c�`3 a �x z a Z r) gZ �7 �uLLI s 3 DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: AS SHOWN COMP. N0: 3980500_GRD.dwg JOB NO.: 395-05-00 SHEET C-3.1 5 OF 3 DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: AS SHOWN COMP. N0: 3980500_GRD.dwg JOB NO.: 395-05-00 SHEET C-3.1 5 OF DATE DATE SEWER NOTES 1 , THE SEWER FACILITIES TO BE DEDICATED TO THE E.N.C.S.D. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE E.N.C.S.D. 2. THE E.N.C.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 871-2011 3, THE CONSTRUCTION PLANS MUST BE APPROVED BY THE E.N.C.S.D. PRIOR TO THE START OF ANY SEWER CONSTRUCTION. TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED TO E.N.C.S.D. AND ONE (1) SET OF THE SAME TO THE DISTRICTS ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 4, PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORDED. THREE (3) COPIES EACH OF THE RECORDED DOCUMENTS SHALL BE FURNISHED TO E.N.C.S.D. 5. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATION IS COMPLETED. THE RING SECTION SHALL NOT BE MORE THAN 24" FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 6. WORK IN THE STATE OF CALIFORNIA OR THE COUNTY OF KERN RIGHTS-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. 7, THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. CLEANING BALL SHALL BE RAN AFTER MANHOLES ARE ADJUSTED TO FINISH GRADE. $, EXISTING SEWER LOCATION AND FLOW LINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 9. ONE COMPLETE SET OF DRAWINGS (REPRODUCIBLE 3 -MIL. DOUBLE MATTE FILM) SHALL BE FURNISHED TO THE DISTRICT ON COMPLE11ON OF CONSTRUCTION. EAST NILES COMMUNITY SERVICES DISTRICT REVISION CLEANOUTS WITH REMOVABLE STOPPERS RAISE TO SURFACE — RESIDENCE 1'-0" O 1= U w z 0 U HOUSE LATERAL SEE SHEET S-3 PLAN STANDARD SEWER NOTES DATE DRAWN SHEET NO. 04/02 S-1 w z O N. L. w U) U z w w • z O N W� w N U W w0 H N w ° Z o �- N NCH WI EXCAVATION AT CONTRACTOR'S OPTION 3EE NOTE 3 3ACKFILL COMPACTED F0 90% RELATIVE ;OMPACTION SELECT MATERIAL ;OMPACTED TO 90% ZELATIVE COMPACTION (3/4" SAX. GRADATION) S" TO 6" NATIVE MATERIAL qTH 3/4" MAX. GRADATION )R SAND WHERE REQUIRED 3Y DISTRICT SEE NOTE 3 NOTES: 1. SAND AND SELECT MATERIAL SHALL BE PER STANDARD SPECIFICATIONS FOR EARTHWORK. 2. SEE STANDARD SPECIFICATIONS FOR EARTHWORK IF TRENCH WIDTH EXCEEDS THE MAXIMUM SHOWN ON THIS DRAWING. 3. STREET ZONE TO BE COMPACTED TO 95% RELATIVE COMPACTION IF WITHIN ROADBED OR TO 90% RELATIVE COMPACTION IF OUTSIDE OF ROADBED. SEE TECHNICAL SPECIFICATIONS FOR EARTHWORK. 4. MINIMUM COVER OVER ALL SEWER MAINS TO BE 6' AS MEASURED FROM FINISHED GRADE. 5. PERCENT RELATIVE COMPACTION IS THE PERCENT OF THE MAX. DRY DENSITY AS DETERMINED BY ASTM D-1557 (5 LAYER) BACKFILL COMPACTED TO 90% RELATIVE COMPACTION SEE TYPE 1, OR TYPE 2 SELECT MATERIAL WITH A SAND EQUIVALENCY OF 50 OR GREATER AND A 3/4" MAXIMUM GRADATION OR IMPORTED SAND WHERE REQUIRED BY DISTRICT. s" MIN. COMPACT TO 90% RELATIVE COMPACTION SAND OR AGGREGATE COMPACTED TO CH WIDI H z O N Lu --69— U w w0 O� N N W�w Z O N 16"1 MIN. s" 90% RELATIVE COMPACTION AND TO 8" MAX. 8" DEPTH SPECIFIED BY INSPECTOR OR 6" MIN. 6" ENGINEER 8" MAX. 8" PIPE TYPE 2 (IN ROCKY AREAS, SAND TYPE 3 SUBGRADE ROCKY OR OVER -EXCAVATED' BEDDING IS REQUIRED UNSUITABLE MATERIALS IN SUBGRADE WITH 6" MINIMUM BELOW THE PIPE) EAST NILES COMMUNITY SERVICES DISTRICT SEWER PIPE BEDDING AND BACKFILL DETAILS DATE DRAWN SHEET NO. DATE REVISION 04/02 S-2 LOCATE SEWER WITH A 1-1/2" HIGH "S", PAINTED ON EXISTING CURB AND STAMPED ON NEW CURB, WHERE LATERAL CROSSES UNDER CURB. WHERE NO CURB EXISTS OR WHERE LATERAL ENDS 8' OR MORE BACK OF CURB, SET A T -POST EXTENDING 2" ABOVE FINISHED GRADE. — 4'-0" MINIMUM COVER— AT PROPERTY LINE EXISTING SURFACE — SANITARY TEE OR WYE WITHOUT LATERAL, TEE V SHALL BE PLUGGED WITH VC PLUG, SAME AS STUB DETAIL. I S O M E T R I C SLOPE 1/4" PER FOOT MINIMUM PROPERTY LINE EAST NILES COMMUNITY SERVICES DISTRICT L_Ra , nnc inns rn �n z i c an nc n o c 3 Z Lo U c� 00 DD QOr 0004 r 0)o0 U ;a) rnN C� py +,U NN :3 �� STANDARD 24 DIAMETER ' 8" MANHOLE FRAME & - Ate►' E 0 E MIN. ARRA FOUNDARY NO. A 1254 00 o s - OR APPROVED o tP#TNT OR GROUNDco a CLASS 'A' CONCRETE X FE!:� FOR BACKFILL REQUIREMENTS ! s w SEE PIPE BACKFILL DETAILS. V m �L. = o CLEANOUT LINE SHALL BE Q, v z w SAME SIZE AS THE MAIN LINE w� wz W j �s �wa. w� <' �CLUj wo z UOQ Cs Z Q �N Q�iJU ►- op —z WYE N Q W Q op 0 O W U ~ d N �Qw ZOO CLEANOUT (WYE) WITH REMOVABLE STOPPER LINE EAST NILES COMMUNITY SERVICES DISTRICT TYPICAL HOUSE CONNECTION DATE DRAWN I SHEET NO. couvrmm REVISION 04/02 S-4 INSTALL ONE FULL JOINT OF PIPE PLUG CLASS 'A' CONCRETE ENCASEMENT 4" POURED AGAINST UNDISTURBED SOIL SEWER MAIN SECTION EAST NILES COMMUNITY SERVICES DISTRICT STANDARD CLEANOUT DATE DRAWN SHEET N0. DATE REVISION 04/02 S-5 DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: LI] �Uj� JOB NO.: 395-05-00 C-3.2 SHEET s of 13 O C7 > ry U V) Q LIQ (I] J LTJ o Q � �O U Obi �..i ? V W Z C U cn W N zo « a pW� LL] NmW U Z 3 3 r� S N m I- W W 3 00 DD QOr 0004 r 0)o0 U ;a) rnN C� py +,U NN :3 �� STANDARD 24 DIAMETER ' 8" MANHOLE FRAME & - Ate►' E 0 E MIN. ARRA FOUNDARY NO. A 1254 00 o s - OR APPROVED o tP#TNT OR GROUNDco a CLASS 'A' CONCRETE X FE!:� FOR BACKFILL REQUIREMENTS ! s w SEE PIPE BACKFILL DETAILS. V m �L. = o CLEANOUT LINE SHALL BE Q, v z w SAME SIZE AS THE MAIN LINE w� wz W j �s �wa. w� <' �CLUj wo z UOQ Cs Z Q �N Q�iJU ►- op —z WYE N Q W Q op 0 O W U ~ d N �Qw ZOO CLEANOUT (WYE) WITH REMOVABLE STOPPER LINE EAST NILES COMMUNITY SERVICES DISTRICT TYPICAL HOUSE CONNECTION DATE DRAWN I SHEET NO. couvrmm REVISION 04/02 S-4 INSTALL ONE FULL JOINT OF PIPE PLUG CLASS 'A' CONCRETE ENCASEMENT 4" POURED AGAINST UNDISTURBED SOIL SEWER MAIN SECTION EAST NILES COMMUNITY SERVICES DISTRICT STANDARD CLEANOUT DATE DRAWN SHEET N0. DATE REVISION 04/02 S-5 DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: AS SHOWN COMP. NO: 3980500-GRD.dwg JOB NO.: 395-05-00 C-3.2 SHEET s of 13 DATE DATE WATER NOTES 1. THE WATER FACILITIES TO BE DEDICATED TO THE E.N.C.S.D. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE E.N.C.S.D. STANDARD SPECIFICATIONS. 2. THE E.N.C.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 871-2011 3, THE CONSTRUCTION PLANS MUST BE APPROVED BY THE E.N.C.S.D. PRIOR TO THE START OF ANY WATER CONSTRUCTION. TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED TO E.N.C.S.D. AND ONE (1) SET OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 4, PRIOR TO ACCEPTANCE OF THE WATER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORDED. THREE (3) COPIES EACH OF THE RECORDED DOCUMENTS SHALL BE FURNISHED TO E.N.C.S.D. 5. WATER MAINS SHALL BE INSTALLED 6 FEET FROM THE CURB FACE UNLESS OTHERWISE INDICATED ON THE PLANS. ALL WATER SERVICES SHALL BE METERED. 6. WORK IN THE STATE OF CALIFORNIA OR THE COUNTY OF KERN RIGHTS-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. 7, THE WATER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 8. ALL WATER METERS AND METER BOXES SHALL BE APPROVED BY THE DISTRICT AND SHALL BE DELIVERED TO THE E.N.C.S.D. OFFICE. 9, ALL VALVES SHALL BE FLANGE CONNECTED TO FITTINGS. 10. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. 11. ONE COMPLETE SET OF DRAWINGS (REPRODUCIBLE 3 -MIL DOUBLE MATTE FILM) SHALL BE FURNISHED TO THE DISTRICT ON COMPLETION OF CONSTRUCTION. REVISION 3' x 3' x 4" THICK CONCRETE EAST NILES COMMUNITY SERVICES DISTRICT STANDARD WATER NOTES DATE DRAWN SHEETFavw N0. 04/02 W-1 z m 3" MIN. co ADD CRUSHED ROCK 4 VARIES CITY AS REQUIRED PER FIRE DEPARTMENT STANDARDS. COUNTY DRY BARREL FIRE HYDRANT MUELLER A-421 OR CLOW MEDALLION WITH BREAKAWAY COUPLING AND 1-4 1/2" AND 2-2 1/2" OUTLETS. 6" HUB x FLANGE GATE VALVE BREAKOFF EXTENSION ( WITH BOX AND COVER 'm> 4' CONCR SIDEWALK AND GUTTERHUB PLACE 8 CU.FT. OF CRUSHED ROCK (3/4" MAX.) AROUND DRAIN HOLES. ANDARD 6" BURY ELEVATION PVC MAIN AND HUB x x TEE CONC. THRUST BLOCK - TYP. 6" PVC PIPE EAST NILES COMMUNITY SERVICES DISTRICT FIRE HYDRANT ASSEMBLY DATE DRAWN SHEET N0. REVISION 04/02 W-6 w z 0 N ,c H W n N C-) w wo w z C) to W N TYPE 1 TRENCH WIDTH BACKFILL COMPACTED TO 90% RELATIVE COMPACTION SELECT MATERIAL OR SAND COMPACTED TO 90% RELATIVE COMPACTION (3/4" MAX. GRADATION) 3" TO 6" NATIVE MATERIAL WITH 3/4" MAX. GRADATION OR SAND WHERE REQ'D. BY INSPECTOR OR ENGINEER. mi DATE NOTES: 1. SAND AND SELECT MATERIAL SHALL BE PER STANDARD SPECIFICATIONS FOR EARTHWORK. 2. SEE STANDARD SPECIFICATIONS FOR EARTHWORK IF TRENCH WIDTH EXCEEDS THE MAXIMUM SHOWN ON THIS DRAWING. BACKFILL COMPACTED TO 90% RELATIVE COMPACTION SELECT MATERIAL OR SAND COMPACTED TO 90% RELATIVE COMPACTION (3/4" MAX. GRADATION) SAND COMPACTED TO 90% RELATIVE COMPACTION 6" MIN. PIPE BEDDING l ii Lu SAND OR AGGREGATE t5 MAX. is COMPACTED 6" MIN.W6" TO 90% RELATIVE COMPACTION 8" MAX. 8" a Om TYPE 2 AND TO DEPTH SPECIFIED BY TYPE 3 E: N ROCKY OR OVER -EXCAVATED INSPECTOR OR ENGINEER UNSUITABLE MATERIALS IN SUBGRADE EAST NILES COMMUNITY SERVICES DISTRICT WATER PIPE BEDDING AND BACKFILL DETAILS DATE DRAWN SHEET NO. REVISION 04/02 W-2 7'9. - INSTALL THRUST BLOCK IF IN LINE VALVE IS USED. (CONDITION 6) CONDITION 1 (OUTLET OR FIRE HYDRANT) CONDITION 2 (ANGLE = 90') i CONDITION 4 CONDITION 5 (END CAP) (MAINLINE CROSS) I 6'-6" MIN. EPDXY COATED FROM END OF LINE CONDITION 47 #4 REBAR I I CONDITION 5 (CROSS) �2 CONDITION 6 (TEE) CROSS OR TEE AT END OF LINE THRUST BLOCK BEARING AREA IN SQ. FT. PIPE SIZE 1 2 CONDITION 3 4 5 6 6" 5.0 1 7.0 4.0 5.0 3.5 EACH 3.5 EACH 8" 8.5 12.0 6.5 8.5 6.0 EACH 6.0 EACH 10" 13.0 18.5 10.0 13.0 9.0 EACH 9.0 EACH 12" 18.5 26.0 14.0 18.5 13.0 EACH 13.0 EACH BASED ON 1500 P.S.F., 200 P.S.I. TEST PROCEDURE NOTES: 1. SIZE THRUST BLOCK ACCORDING TO THE LARGEST OUTLET DIAMETER ON TEE OR CROSS. 2. ALL THRUST BLOCK BEARING FACES SHALL BE POUR -- UNDISTURBED SOIL OR APPROVED COMPACTED MATERIAL. 3. SEE SPECIFICATIONS FOR CONCRETE REQUIREMENTS. CONDITION 3 (ANGLE = 45') CONDITION 6 (MAINLINE TEE) CONDITION 4 ----- ANCHOR -----ANCHOR FOR IN LINE 12" VALVES OR LARGER FIRE HYDRANT EAST NILES COMMUNITY SERVICES DISTRICT TYPICAL THRUST BLOCK DETAILS DATE DRAWN SHEET NO. DATE REVISION 04/02 W-11 VARIES CURB AND GUTTER STREET SURFACE - 3/4" ROCK BASE METER BOX - CHRISTY B-36 OR APPROVED EQUALS 24"* 28"** O N �- 1 1/2- OR 2" POLY TUBING 4 W/TRACER WIRE NO 90' ELL ALLOWED 1 1/2" OR 2" CORP. STOP 1 1/2" OR 2" ANGLE METER MUELLER P-25028, J. JONES STOP WITH COUPLING - J-1935 OR APPROVED EQUAL MUELLER, P-14277 J. JONES BRONZE DOUBLE STRAP J -1975W, OR APPROVED SERVICE CLAMP, MUELLER, J. EQUAL JONES OR EQUAL WATER MAIN SECTION GENERAL NOTES: 1. CORPORA11ON STOP TAP SHALL BE MADE AS SPECIFIED BY THE PIPE MANUFACTURER'S INSTALLATION GUIDE. ALL DRY TAPS SHALL BE MADE WITH MACHINE WITH GUIDE OR PILOT FOR TAP. 2. THE REQUIRED SIZE OF THE SERVICE MUST BE APPROVED BY THE DISTRICT. 3. THE WATER SERVICE SHALL EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE METER STOP. 4. METER BOXES SHALL BE CONSTRUCTED IMMEDIATELY BEHIND THE SIDEWALK WHERE SIDEWALKS ARE ADJACENT TO CURB. 5 * INDICATES METER BOX AND DIMENSION FOR 1-1/2" SERVICE. ** INDICATES METER BOX AND DIMENSION FOR 2" SERVICE. EAST NILES COMMUNITY SERVICES DISTRICT 1-1/2" & 2" STANDARD WATER SERVICES DATE DRAWN SHEET NO. DATE REVISION 04/02 W-4 mM o 0 z E� JEM CHECKED BY: �Uj� DATE: 7/21/2015 DRAFTER u co 00 AS SHOWN n QO00N I- z SHEET of 13 >� aic 04 UU r-rn 0co V1 N N +� u_ ^ of z .-, ai Q J F" LIQ o 0� �� iso U Q �- a i la.lV I z rn v Nu- N N^^ �+0+ w 4w ` 0 15 (D U LT 00le E� JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM co 00 AS SHOWN . QO00N I- O) co SHEET of 13 >� aic 04 UU r-rn 0co V1 N N +� of Q ai a'CCo r� 00 O N U 0� �� iso ~ DESIGNER: JEM CHECKED BY: DGW DATE: 7/21/2015 DRAFTER JEM SCALE: AS SHOWN COMP. NO: 3980500-GRD.dwg JOB NO.: 395-05-00 SHEET of 13 BEST MAMA PATI Es (BMP LS 'ergn art && I. Best lrtonagernerit` Praetrces 'Br `l' i eclntained herein reflect 07illiwurn >requimn7ents Alternate method, prdv 'rng e u tl or greater°• proteetiOn, ma < e utilr'z r ! mor additiorirrrl BMIa S ,refer to qri/if,?e-,7 7 ;5'tora` Wa&r 8UP Ha ad4,00ks,- ayaj1gb)e at WWW. CABUPHANOt?OOKS.COM, 2; All :constrmr tran actin Y seri/ :-6e per `QrM0d :in 0C4P0rd017C with q "51ormvoter pollution Prevention .Placa (t!YPPP) developed and implemented :in cornpliance with requirements the t(. -r/7 =i aunty Stor��twater Vanragernent Program, lVationql Pollutant' t ipehaarge Elimination 5„1stem (NPBES) Permit, .and tire States, Genera/ Permit 11 °fie .5 tai .Pp- <sha/41 a, tdenti , poten,ti(71 pt?llutant sources and Include the 'design and placement of Bil9P"s to effectively prohibit the .ontr ;of pafrom: the canstructian site irt'to and antes :the .street rrrrrd- storm .drain system, ddrng construchbtz b. Be kept circ =site and amended to reflect :ghongirxg conditions-, throughout 9 the coarse ,of cvnstruetiran. c. go kept op, to date. An, ddrtrorial updates .requested by agerrcy r`eoresehtatr've are, to hO, node hr med)ate 4. Non- t r a' .o-mwater discharges- are prcaitilxr'fed from, entering all stoi-rz°r dratrr s sterrt and Street 5 Pollutants shallbe removed' from, stormwater dischar es to: the Maximum Pxterr t Practicable (W)' the ugly o'esign & implamento6on, of the .5FWPPF 6. A standby, dby crew for remergency work shall be-availcx,bl at a1 times during the rar'rzy season (Nov., .# to €lar: 15 Necessar�v =materials shall tie ttvcailable on. ;sr`te and stockpiled at convenient locations- to fccr,"litale rapid construction of t9nlpOraly devices or damaged ed er€�sitn pant of rrioog � -. -? e rrnent control ;measures when rain Al -ire mineni,. 7 Marta le .sa b nrtary facilities acrlities :shall be located on x"elativ�l level,ground awa - (cocci rafffe< areas,, drainage caUrses, ..arid storm drain ini!ets E mblovees, srrh r rrtraetai s rind .s rpolie shaft be edW ated ra;? 0/1 SVP'0 concrete waste storage and disposal procedures. 9, ,Sediment :control prr�ctkes- shall e*ffectivaly- .ptevetrt a net .;�ncrecxqe of Jraad tri stvrrrnwater discharge, _. as/' 6 'MW =�mw l o," 1. SIA INPH S , tea= Malo a 111M 3 IMP E � r AGM, r S AN13ARD, $ �� TR 1 • 1CXGfiAIVCzS ' 1P \daztlITf?L9E <BIwSF k V PPP :dWg,, BMP I,, 7iI4i20,63 $:55:30 AM y Stockpiled Material SV A V NV 41 "IV -X, : �.v a� .": a ,� ar 'Y' 1r t' — 5 a• ail, jr NV NV 0.' air 4, sir41 10: 'tri SANDBAGS/GRAVEL HAGS" PLACED 1$2, HTLY f0t.ET 40 v y!, A\LL A€ OLIND MAI�ERIAL Tb Dirt td 006'ra61784ruc110n related materials ;placed' in ttie stroez'# or ion ager impervious. surfaces, rr s be confaineo( with sandbags or -ether rneosures tv prevent transport to -the- stormdrain systern., y ns An c �' a . trcretizan .ma#efrra/ star -ed or .stackpife,l6 rats` -,site sfaalt be prcafeetecC from being transported by the fprcoof *i'rrd or water. Agm HA7ERlAL STO%4GE t CGI URTY OF KERN t, �y t�r ” F E OF p PI-AIE' NQ �. pp xX S, q G:1 d•It GEUPC�da�WDS ES,BMPSt,$WPPPI,dwg BMPE, 6125-i%633 16:�7:44AM A Sandbags/Gravel brigs to pverlap onto curb Back of sidewalk Gatch Basin Sandbags (Gravel- .bags stacked tightly Spillway .elevation shall Curb inlet m,ctch top, of curb ® � �< S1de Clk: 1 ci�' N spillway rte.._. - -,. e 8 Mips Catch Basin L =, -3t* Max. sEcmior Note, Cath .Basin. inlet protection shall be installed Wherever there rs a paten tjol, of stdrrnweiter or non--sterMwater beingdischarged irrt protection is r g o it. .� inlet ;v required oolong with rather pollution ,tarevention measures such a�V &Msiarr a,ontrol soar' :stahilizcat;0n and e j. ., measures to prevents tracking onto d p ve .surfaces MradifY inlet Protection as needed to avoid creating traffic .hazards,, 4. Include inlet protection measures of hillside v --ditches and ,misc. drainage swales. 5.. lnlct protection shall he errs ected and, accumulated` sediments Tema ve'c% S di° Inspected e Ment (. shall .b&- diSposod oaf proper l and in a manner that assures that the seditrierrt does fret enter the storm drain system S; Clamaged gags •shall be replaced immediately Z-Additionol..sandbag sodiment .trcrQs shcalr �Se placed" of iritervafs tis indicated caa .SitL piG�l, C C . ............ _ _.._ _........ ... --_ . ... _. . . __. DAM_ ��.. O & C' H,RN"RES P1,4,11FE, N Nf " t _ II� A '0 \EX TfAN.GEtiP,C\dtlniNPDES I3143F;� WPPF I.d g ,'BNlP A, 6125t20 -14:34:2fr AM --� Absorbent -Cleanup 77 r.. Bermed Gantoinrnent Area impervious Srarface,lQWng 'No 1. Fueling shall be perfarmed in o designated area, away from drainage courses. 2 -Absorbent Cleanup rnatericrl shall be on site and used .r.'mmediately in the event t , �_ � 7 � COUMY �`a`di? �.� € itw3�a6 '� ix4_ P'S 1f ry ( � f L P1 Y f a�- '"�?r3;T.i �- -� �t�.,ES_ �,� `a..>.��F�.d,�i t =""d«�,,,� SIS>,, s - F -" €� t m l:rxs L.. :.,.: ;��...-.Yl � ��' -1t ii- i».Ra` (a 3 d �..t.�. r» mrdA s, <t ,z L_a• _ �g ST d8 CT--T)CHA 4F,\I1Pd�4wi\NP3)EaBMPS`\3WPPP,LdIV9,]§WG„ &2&NO3 13:49:53 AM Containment An= - l'ic�tes,- 1, Leaking vehicles and egg4,7ment :sbq l not be 0147wed ann sife. EquipM' ent and,' vehicles shall F. h oil be inspected e�°ted re f ue tl far , n - leaks �arzd � ll a tae re c�i "red h ina ed ` tel . P .Y for m to 9 P 1�'- Clean up spills and -leaps prcmpt�e with, absorbent materials; ado not flush with dater; 2 Vehicles and egv49ment shall be maintaanea? arta- repaired an, site n_y ire designated areas Prevent run-Onand run-off un f frro ,m deer +Uteri areas. Containment g nt device s shtr// be provided .card areas sha/l be cvverod :if necessary 3.- Desi BEFORE YOU BEGIN - REQUIRED MATERIALS AND EQUIPMENT 1. PROPER GEOTECHNICAL SOIL EVALUATION BY A QUALIFIED ENGINEER OR SOIL SCIENTIST TO DETERMINE SUITABILITY OF STRUCTURAL INSTALLATION. 2. OSHA COMPLIANCE. 3. CULTEC WARNING TAPE, OR EQUIVALENT. 4. ASSURANCES FROM LOCAL UTILITIES THAT NO UNDERGROUND GAS, ELECTRICAL OR OTHER POTENTIALLY DANGEROUS PIPELINES OR CONDUITS ARE ALREADY BURIED AT THE SITE. 5. ACCEPTABLE 1- 2 INCH (25 - 51 MM) WASHED, CRUSHED STONE AS DETAILED IN CULTEC'S INSTALLATION INSTRUCTIONS. CLEANLINESS OF STONE TO BE VERIFIED BY ENGINEER. 6. ACCEPTABLE FILL MATERIAL AS SHOWN IN CULTEC'S INSTALLATION INSTRUCTIONS. 7. CULTEC NO. 4101m FILTER FABRIC OR EQUIVALENT NON -WOVEN FILTER FABRIC. 8. ALL CULTEC CHAMBERS AND ACCESSORIES AS SPECIFIED IN THE ENGINEER'S PLANS INCLUDING CULTEC NO. 410TM' FILTER FABRIC, CULTEC STORMFILTERO AND CULTEC NO. 20L m POLYETHYLENE LINER, WHERE APPLICABLE. 9. CHECK CULTEC CHAMBERS FOR DAMAGE PRIOR TO INSTALLATION. DO NOT USE DAMAGED CULTEC CHAMBERS, CONTACT YOUR SUPPLIER IMMEDIATELY TO REPORT DAMAGE OR PACKING -LIST DISCREPANCIES. 10. RECIPROCATING SAW OR ROUTER. 11. STONE BUCKET. 12. STONE CONVEYOR AND/OR TRACKED EXCAVATOR. 13. TRANSIT OR LASER LEVEL MEASURING DEVICE. 14. COMPACTION EQUIPMENT WITH MAXIMUM GROSS VEHICLE WEIGHT OF 12,000 LBS (5,440 KGS). VIBRATORY ROLLERS MAY ONLY BE USED ON THE STONE BASE PRIOR TO THE INSTALLATION OF CHAMBERS. REQUIREMENTS FOR CULTEC CHAMBER SYSTEM INSTALLATIONS 1. INSTALLING CONTRACTORS ARE EXPECTED TO COMPREHEND AND USE THE MOST CURRENT INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING A SYSTEM INSTALLATION. IF THERE IS ANY QUESTION AS TO WHETHER YOU POSSESS THE MOST CURRENT INSTRUCTIONS, CONTACT CULTEC AT (203) 775-4416 OR VISIT WWW.CULTEC.COM. 2. CONTACT CULTEC AT LEAST THIRTY DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE FOR A PRE -CONSTRUCTION MEETING. 3. ALL CULTEC SYSTEM DESIGNS MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. 4. USE CULTEC INSTALLATION INSTRUCTIONS AS A GUIDELINE ONLY FOR MINIMUM/MAXIMUM REQUIREMENTS. ACTUAL DESIGN MAY VARY. REFER TO APPROVED CONSTRUCTION DRAWINGS FOR JOB -SPECIFIC DETAILS. BE SURE TO FOLLOW THE ENGINEER'S DRAWINGS AS YOUR PRIMARY GUIDE. 5. THE FOUNDATION STONE SHALL BE LEVEL AND COMPACTED PRIOR TO CHAMBER INSTALLATION. 6. OVERLAPPING RIB CONNECTIONS OF CHAMBERS SHALL BE FULLY SHOULDERED PRIOR TO STONE PLACEMENT. 7. CENTER TO CENTER SPACING SHALL BE CHECKED AND MAINTAINED THROUGHOUT INSTALLATION PROCESS. 8. ANY DISCREPANCIES WITH THE SYSTEM SUB -GRADE SOIL'S BEARING CAPACITY MUST BE REPORTED TO THE DESIGN ENGINEER. 9. FILTER FABRIC MUST BE USED AS SPECIFIED IN THE ENGINEER'S DRAWINGS. 10. CULTEC REQUIRES THE CONTRACTOR TO REFER TO CULTEC'S INSTALLATION INSTRUCTIONS CONCERNING VEHICULAR TRAFFIC. RESPONSIBILITY FOR PREVENTING VEHICLES THAT EXCEED CULTEC'S REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE CHAMBER SYSTEM LIES SOLELY WITH THE CONTRACTOR THROUGHOUT THE ENTIRE SITE CONSTRUCTION PROCESS. THE PLACEMENT OF WARNING TAPE, TEMPORARY FENCING, AND/OR APPROPRIATELY LOCATED SIGNS IS HIGHLY RECOMMENDED. IMPRINTED WARNING TAPE IS AVAILABLE FROM CULTEC. FOR ACCEPTABLE VEHICLE LOAD INFORMATION, REFER TO CULTEC INSTALLATION INSTRUCTIONS. 11. TRAFFIC OF INSTALLATION EQUIPMENT OR OTHER VEHICULAR TRAFFIC OVER TOP OF THE CULTEC STORMWATER SYSTEM IS STRICTLY RESTRICTED AND PROHIBITED UNTIL SATISFACTORY COVER AND COMPACTION IS ACHIEVED ACCORDING TO CULTEC'S MANUFACTURER INSTALLATION INSTRUCTIONS. 12. EROSION AND SEDIMENT -CONTROL MEASURES MUST MEET LOCAL CODES AND THE DESIGN ENGINEER'S SPECIFICATIONS THROUGHOUT THE EN11RE SITE CONSTRUCTION PROCESS. 13. CULTEC SYSTEMS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS. FAILURE TO DO SO WILL VOID THE LIMITED WARRANTY. 14. CONTACT CULTEC, INC. AT 203-775-4416 WITH ANY QUESTIONS OR FURTHER CLARIFICATION OF REQUIREMENTS. MATERIALS LIST RECHARGER 330XLSHD STARTER 7 PIECES RECHARGER 330XLIHD INTERMEDIATE 21 PIECES RECHARGER 330XLEHD END 7 PIECES HVLV FC -24 FEED CONNECTORS 12 PIECES CULTEC NO. 410 FILTER FABRIC 7.5' x 300' 2 ROLLS CULTEC NO. 20L POLYETHYLENE LINER 100 LINEAL FEET 1 1/2 - 2 INCH DIAMETER BROKEN STONE 221 TONS STORMFILTER 330 1 PIECES PROJECT INFORMATION PROJECT NO: 14-6396 DGW DATE: CULTEC SALES REP: RANDY JEVAS CO CO 00 SCALE: AS SHOWN (951)-312-6913 0)CO BPCULTECOMSN.CO M j� 0i CV CULTEC CAD TECH: DAN GERA o o r r` (203)-775-4416 EXT. 129 DGERAOCULTEC.COM T_ v COMMENTS: .a CULTEC RECHARGER@ 330XLHD PRODUCT SPECIFICATIONS GENERAL CULTEC RECHARGER 330XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. CHAMBER PARAMETERS 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT, USA. (203-775-4416 OR 1-800-428-5832) 2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE). 3. THE CHAMBER WILL BE ARCHED IN SHAPE. 4. THE CHAMBER WILL BE OPEN -BOTTOMED. 5. THE CHAMBER WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS 6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XLHD SHALL BE 30.5 INCHES (775 mm) TALL, 52 INCHES (1321 mm) WIDE AND 8.5 FEET (2.59 m) LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 330XLHD SHALL BE 7 FEET (2.13 m). 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 24 INCHES (600 mm). 8. THE CHAMBER WILL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLVO FC -24 FEED CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL DIMENSIONS OF EACH SIDE PORTAL WILL BE 10.5 INCHES (267 mm) HIGH BY 11.5 INCHES (292 mm) WIDE. MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 11.75 INCHES (298 mm). 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC -24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG. 10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XLHD CHAMBER WILL BE 7.459 FT' / FT (0.693 m' / m) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 330XLHD SHALL BE 52.213 FT' / UNIT (1.478 M /UNIT) - WITHOUT STONE. 11. THE NOMINAL STORAGE VOLUME OF THE HVLV FC -24 FEED CONNECTOR WILL BE 0.913 FT' / FT (0.085 m' / m) - WITHOUT STONE. 12. THE RECHARGER 330XLHD CHAMBER WILL HAVE FIFTY-SIX DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL CONVEYANCE OF WATER. 13. THE RECHARGER 330XLHD CHAMBER SHALL HAVE 16 CORRUGATIONS. 14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, WILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. 15. THE RECHARGER 330XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. 16. THE RECHARGER 330XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876 mm) WIDE. 17. THE RECHARGER 330XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876 mm) WIDE. 18. THE RECHARGER 330XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS. 19. THE HVLV FC -24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE RECHARGER 330XLHD AND ACT AS CROSS FEED CONNECTIONS. 20. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 21. HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 22. THE CHAMBER WILL HAVE A 6 INCH (152 mm) DIAMETER RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. 23. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 24. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY. 25. MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET (3.66 m) 26. THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THIS DRAWING WAS PREPARED TO SUPPORT THE DESIGN ENGINEER FOR THE PROPOSED SYSTEM. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM'S DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THAT THE CULTEC PRODUCTS ARE DESIGNED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS. CULTEC INC. DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. CULTEC HVLV FC -24 FEED CONNECTOR PRODUCT SPECIFICATIONS GENERAL CULTEC HVLV FC -24 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR CULTEC RECHARGER MODEL 330XLHD STORMWATER CHAMBERS. CHAMBER PARAMETERS 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE). 3. THE CHAMBER WILL BE ARCHED IN SHAPE. 4. THE CHAMBER WILL BE OPEN -BOTTOMED. 5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC -24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG. 6. THE NOMINAL STORAGE VOLUME OF THE HVLV FC -24 FEED CONNECTOR WILL BE 0.913 FT' / FT (0.085 m' / m) - WITHOUT STONE. 7. THE HVLV FC -24 FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGATIONS. 8. THE HVLV FC -24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE CULTEC RECHARGER STORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD. 9. THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION iNSTRUCTIONS. 10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY. CULTEC NO. 20LTM POLYETHYLENE LINER PRODUCT SPECIFICATIONS GENERAL CULTEC N0.'m 20L POLYETHYLENE LINER IS DESIGNED AS AN IMPERVIOUS UNDERLAYMENT TO PREVENT SCOURING OF THE STONE BASE CAUSED BY WATER MOVEMENT WITHIN THE CULTEC SYSTEM. CULTEC NO. 20L POLYETHYLENE LINER IS TO BE PLACED BENEATH HVLV FC -24 FEED CONNECTORS WHEN U11LIZING INTERNAL MANIFOLD AND BENEATH ALL INLET PIPES. LINER PARAMETERS 1. THE LINER WILL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE LINER WILL BE BLACK IN APPEARANCE. 3. THE LINER WILL HAVE A NOMINAL THICKNESS OF 20 MIL (0.51 mm). 4. THE LINER WILL HAVE A WEIGHT OF 93 LBS/MSF (453 G/mZ). 5. THE LINER WILL HAVE A TENSILE STRENGTH ® BREAK 1" (2.54 cm) OF 75 LBS (334 N) PER ASTM D6693 TESTING METHOD. 6. THE LINER WILL HAVE AN ELONGATION AT BREAK OF 800% PER ASTM D6693 TESTING METHOD. 7. THE LINER WILL HAVE A TEAR RESISTANCE OF 11 LBF (49 N) PER ASTM D1004 TESTING METHOD. 8. THE LINER WILL HAVE A HYDROSTATIC RESISTANCE OF 100 PSI (689 KPA) PER ASTM D751 TESTING METHOD. 9. THE LINER WILL HAVE A PUNCTURE RESISTANCE OF 30 LBF (133 N) PER ASTM D4833 TESTING METHOD. 10. THE LINER WILL HAVE A VOLATILE LOSS OF <I% PER ASTM D1203 TESTING METHOD. 11. THE LINER WILL HAVE A DIMENSIONAL STABILITY OF <2% PER ASTM D1204 TESTING METHOD. 12. THE LINER WILL HAVE A MAXIMUM USE TEMPERATURE OF 180' F (82' C). 13. THE LINER WILL HAVE A MINIMUM USE TEMPERATURE OF -70' F (-57' C). 14. THE LINER WILL HAVE A PERM RATING OF 0.041 U.S. PERMS (0.027 METRIC PERMS) PER ASTM E96 METHOD A. 15. THE LINER WILL CONSIST OF A BLENDED LINEAR POLYETHYLENE. 16. THE LINER WILL NOT CONTAIN PLASTICIZERS. CULTEC STORMFILTER 330 TM SPECIFICATIONS GENERAL CULTEC STORMFILTERO 330DESIGNED AS A WATER QUALITY UNIT. THE UNIT MAY BE USED TO FILTER STORMWATER RUN-OFF VIA PASS-THRU FILTRATION BAFFLES. STORMFILTER 330 PARAMETERS 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE CHAMBERS WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE). 3. THE CHAMBER WILL BE ARCHED IN SHAPE. 4. THE CHAMBER WILL HAVE A WELDED AND SECURED SOLID BOTTOM PLATE.. 5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC STORMFILTERO 330 SHALL BE 36 INCHES (914 MM) TALL, 55 INCHES (1397 MM) WIDE AND 8 FEET (2.44 M) LONG. 6. THE CHAMBER WILL HAVE A 22.5 INCH (572 MM) DIAMETER ACCESS OPENING LOCATED AT THE TOP OF THE UNIT. 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 24 INCHES (600 MM) WHEN UTILIZING BYPASS CAPABILITY. 8. THE RECOMMENDED INLET PIPE DIAMETER IS 8 INCHES (200 MM) FOR FULL FILTERING CAPACITY. 9. THE RECOMMENDED OUTLET PIPE IS 15 INCHES (375 MM) FOR FULL FILTERING CAPACITY. 10. THE CHAMBER WILL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV` FC -24 FEED CONNECTORS. THE NOMINAL DIMENSIONS 0 S OF EACH SIDE PORTAL WILL BE 12 INCHES (305 MM) HIGH BY 10.5 INCHES (267 MM) WIDE. MAXIMUM ALLOWABLE PIPE SIZE IN THE SIDE PORTAL IS 10 INCHES (250 MM). 11. THE NOMINAL STORAGE VOLUME OF THE STORMFILTERO 330 WILL BE 418.5 GAL / UNIT (1584 L / UNIT). 12. THE STORMFILTERRO 330 CHAMBER SHALL HAVE 14 CORRUGATIONS. 13. THE STORMFILTER 330 WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUSTIONS. 14. THE STORMFILTERO 330 HAS A MAXIMUM FILTERING CAPACITY OF 980 GPM (3710 LPM). 15. THE MAXIMUM BURIAL DEPTH SHALL NOT EXCEED 4 FEET(1.22 M). 16. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY. FILTER FRAME BAG SPECIFICATIONS GENERAL CULTEC'S FILTER ENCLOSURES, MANUFACTURED FROM DURABLE POLYPROPYLENE PLASTIC FIBER, ARE DESIGNED TO FIT COLLAPSIBLE METAL FRAMES. FILTER FRAME BAG PARAMETERS 1. THE FILTER ENCLOSURES ARE CONSTRUCTED FROM NON -WOVEN CULTEC No. 41OTm FILTER FABRIC. 2. THE FILTER FABRIC WILL BE BLACK IN APPEARANCE. 3. THE FILTER FABRIC WILL HAVE A GRAB TENSILE VALUE OF 90 LBS (400 N) PER ASTM D4632 TESTING METHOD. 4. THE FILTER FABRIC WILL HAVE AN ELONGATION VALUE OF 50% PER ASTM D4632 TESTING METHOD. 5. THE FILTER FABRIC WILL HAVE A TRAPEZOID TEAR VALUE OF 35 LBS (155 N) PER ASTM D4533 TESTING METHOD. 6. THE FILTER FABRIC WILL HAVE A PUNCTURE VALUE OF 55 LBS (245 N) PER ASTM D4833 TESTING METHOD. 7. THE FILTER FABRIC WILL HAVE A MULLEN BURST VALUE OF 175 PSI (1205 KPA) PER ASTM D3786 TESTING METHOD. 8. THE FILTER FABRIC WILL HAVE AN APPARENT OPENING SIZE VALUE OF 70 U.S. SIEVE (.21 mm) PER ASTM D4751 TESTING METHOD. 9. THE FILTER FABRIC WILL HAVE A PERMITTIVITY VALUE OF 2.0 SEC -1 PER ASTM D4491 TESTING METHOD. 10. THE FILTER FABRIC WILL HAVE A PERMEABILITY VALUE OF .2 CM/SEC PER ASTM D4491 TESTING METHOD. 11. THE FILTER FABRIC WILL HAVE A WATER FLOW VALUE OF 145 GAL/MIN/SF (5908 L/MIN/SQ. MT) PER ASTM D4491 TESTING METHOD. 12. THE FILTER FABRIC WILL HAVE A UV STABILITY VALUE OF 70% PER ASTM D4355 TESTING METHOD. FILTERING SPECIFICATIONS 1. THE FILTER REMOVES MORE THAN 70% OF THE TOTAL SUSPENDED SOLIDS TYPICALLY PRESENTED IN STORMWATER RUNOFF. 2. CONTINUOUS FILTRATION CAPABILITY FOR CLEAN FILTERS IS RATED AT 2.3 CFS (65 L/S). 3. TREATMENT CAPABILITY IS APPROXIMATELY 1,000 GALLONS (133 CUBIC FEET) PER MINUTE. MAINTENANCE PROCEDURES GENERAL THE CULTEC STORMALTER 330 SHOULD BE INSPECTED FOR THE FIRST TIME IMMEDIATELY AFTER THE FIRST RAINFALL OF THE STORMWATER SYSTEM OPERATION. FOLLOWING THE FIRST INSPECTION, IT IS RECOMMENDED TO BE INSPECTED QUARTERLY OR WHEN AN EXTREME STORM OCCURS. ALWAYS FOLLOW OSHA GUIDELINES DURING MAINTENANCE PROCEDURES ON THE STORMFILTER 330. MAINTENANCE GUIDELINES 1. THE OWNER SHALL KEEP A MAINTENANCE LOG WHICH SHALL INCLUDE DETAILS OF ANY EVENTS WHICH WOULD HAVE AN EFFECT ON THE SYSTEM'S OPERATIONAL CAPACITY. 2. THE OPERATION AND MAINTENANCE PROCEDURE SHALL BE REVIEWED PERIODICALLY AND CHANGED TO MEET SITE CONDITIONS. 3. MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM SHALL BE PERFORMED BY QUALIFIED WORKERS AND SHALL FOLLOW APPLICABLE OCCUPATIONAL HEALTH AND SAFETY REQUIREMENTS. 4. DEBRIS REMOVED FROM THE STORMWATER MANAGEMENT SYSTEM SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. INSPECTION 1. BARRICADE OFF THE SERVICE AREA ACCORDING TO LOCAL REGULATORY SAFETY PROCEDURES. TWO PERSONS SHOULD BE AVAILABLE FOR INSPECTION AND MAINTENANCE. 2. ALLOW THE STORMFILTER TO BE PROPERLY VENTED BY OPENING THE AT -GRADE GRATE AND THE STORMALTER COVER. A FAN IS RECOMMENDED TO IMPROVE VENTILATION. IT MAY NOT BE NECESSARY TO ENTER THE STORMFILTER CHAMBER, IF IT IS CLOSER TO GRADE. 3. INSPECT THE CHAMBER FOR SILT AND SEDIMENT. IF IT IS FOUND THAT SEDIMENT HAS ACCUMULATED, MEASURE THE SEDIMENT DEPTH. THIS CAN BE DONE WITH A STADIA ROD. CHECK EACH OF THE FILTER BAYS AND RECORD THE DEPTH OF SILT IN EACH. WE RECOMMEND CLEANOUT WHEN THE DEPTH OF SEDIMENT IN THE THIRD BAY (BEFORE THE LAST FILTER) EXCEEDS 3 INCHES. MAINTENANCE 1. USING A VACUUM, REMOVE WATER AND DIRT FROM THE STORMFILTER CHAMBER. 2. PRESSURE WASH THE FILTERS IN PLACE AND REPEAT DIRT REMOVAL. 3. IF NECESSARY, REMOVE AND REPLACE THE PARTICULATE FILTERS BY SEPARATING THE TOP VELCRO OR ZIPPER ON THE PARTICULATE FILTER BAG AND RELEASING THE TOP FRAME LOCK BY LOOSENING THE NUT AND BOLT AT THE TOP CENTER OF EACH FILTER FRAME. AFTER RELEASING THE BOLT, PULL UP ON THE CENTER FRAME RELEASE ARM AND THE FRAME AND FILTER BAG WILL COLLAPSE. REMOVE IT FROM THE STORMFILTER HOUSING RIBS. THE FILTER CAN THEN BE REMOVED FROM THE FRAME AND WASHED OR REPLACED. 4. IT MAY BE NECESSARY TO VACUUM THE STORMFILTER AGAIN IN ORDER TO PROPERLY RESEAT THE CLEAN FILTERS INTO THE RIBS THAT THE FRAME IS SET INTO. IF THE FRAMES DO NOT REINSTALL PROPERLY, IT MAY BE NECESSARY TO ADJUST THE WIDTH OF THE FRAME BY MOVING THE LOCKING PINS AT THE TOP OR BOTTOM CENTER OF THE STAINLESS STEEL ARMS TO RESET THEM. TM CULTEC AS-BUILT CULTEC, Inc. Subsurface Stormwater Management Systems P.O. Box 280 PH: (203) 775-4416 878 Federal Road PH: (800) 4-CULTEC Brookfield, CT 06804 FX: (203) 775-1462 www.cultee.com tech@cultec.com z 0 W w 0 0 z LL] Ul LT t� U U 0 z a= J cn z 0 0 (~00 JEM CHECKED BY: DGW DATE: 12/9/14 QO CO CO 00 SCALE: AS SHOWN COMP. NO: 3980500-GRD.dwg 0)CO SHEET of 1 j� 0i CV o o r r` a604� v c.. .a � v E oLE a'v� cvn 00 O a) U - V_ J Cn DESIGNER: JEM CHECKED BY: DGW DATE: 12/9/14 DRAFTER JEM SCALE: AS SHOWN COMP. NO: 3980500-GRD.dwg JOB NO.: 395-05-00 SHEET of 1 M Lei ro CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATH ALL INLET PIPES AND FEED CONNECTORS 2' DIA. X 40' DEEP SEEPAGE PIT (PER DRAINAGE PLAN) HVLV FC -24 FEED CONNECTOR 6' WIDE POLYLINER BENEATH FEED CONNECTORS 36.5' SYSTEM LAYOUT MATERIALS LIST CULTEC STORMWATER MANAGEMENT SYSTEM CHECKED BY. STORAGE REQUIRED: 3,500 c.f. STORAGE WITHIN CULTEC CHAMBERS: 1,909 c.f. RECHARGER 330XLSHD STARTER 7 PIECES HVLV FC -24 FEED CONNECTORS 111 CULTEC NO. 20L POLYETHYLENE LINER STORAGE WITHIN SURROUNDING STONE: 1,708 c.f. TOTAL STORAGE PROVIDED: 3,617 c.f. RECHARGER 330XLIHD INTERMEDIATE 21 PIECES j L z *SYSTEM INSTALLED REQUIRING TYPICAL STONE AMOUNTS OF 6 INCHES BELOW CHAMBERS, 18 INCHES ABOVE CHAMBERS AND A RECHARGER 330XLEHD END 7 PIECES 1 FT. [12 INCH] MINIMUM BORDER SURROUNDING � z HVLV FC -24 FEED CONNECTORS 12 PIECES *NOTE: ALL EXTERNAL SYSTEM STRUCTURES, INLET/OUTLET PIPES, AND PROPOSED CULTEC NO. 410 FILTER FABRIC 7.5' x 300' 2 ROLLS 0) d O n ELEVATIONS MUST BE DESIGNED AND APPROVED BY ENGINEER. ALL SYSTEM ELEVATIONS O ` W CJS N W N CULTEC NO. 20L POLYETHYLENE LINER 100 LINEAL FEET PROVIDED MUST BE VERIFIED BY THE DESIGN ENGINEER AND THE DESIGN ENGINEER MUST ENSURE CHAMBER BURIAL REQUIREMENTS ARE MET. AiLijC-4 1 1/2 — 2 INCH DIAMETER BROKEN STONE 221 TONS STORMFILTER 330 1 1 1 PIECES CULTEC RECHARGER ®330XLH D LEGEND ® RECHARGER 330XLSHD STARTER CHECKED BY. RECHARGER 330XLIHD INTERMEDIATE LLLLLLU RECHARGER 330XLEHD END Q HVLV FC -24 FEED CONNECTORS 111 CULTEC NO. 20L POLYETHYLENE LINER ►'_, STORMFILTER 330 10' IMIDE POLYLINER BENEATH INLET PIPE 12" PVC STM (PER DRAINAGE PLAN) VOLUME CALCULATIONS SYSTEM DAMS: 35.5' X 35.3' X 4.0' _ STORAGE IN CULTEC CHAMBERS = STONE VOL. _ NET VOL STONE 6,252 cf <1.909 cf> 4,343 cf x .40 1708 cf 1,909 x-1.708 3,617 cf 12" PVC STM (PER DRAINAGE PLAN) AS -BUILT G.9 X99 P. z 0 5 W L;j e— a 0 0 z R' W 6 O m W O J LLjw 0 � C V 4 E� JEM CHECKED BY. DGIN U 12/9/14 LTJZ 00 00 00N SCALE: z ►'_, 0)co Q �n (� j L z U Cy) [i] � z )) 7 � PMocall, 0) d O n F- < �j' I O ` W CJS N W N (o cp O lL- N � � " 7 z AiLijC-4 0 W cc m W O J LLjw 0 � C V 4 E� JEM CHECKED BY. DGIN DATE: 12/9/14 QO 00 00 00N SCALE: AS SHOWN h 0)co C-5.1 SHEET Off OF 1 j N Cy) � v E O .- t� O Z3 U (o cp O lL- a DESIGNER: JEM CHECKED BY. DGIN DATE: 12/9/14 DRAFTER JEM SCALE: AS SHOWN COMP. NO: 3960500—GRD.dwg JOB NO.: 395-05-00 C-5.1 SHEET Off OF 1 E N E Lo N I 6.0" [152 mm] DIA. INSPECTION PORT E O E Lo 0 M u 102" [2591 mm] -- INSTALLED LENGTH = 84" [2133 mm] 42.0" [1066 mm] 42.0" [1066 mm] SMALL RIB LARGE RIB 14.0" [356 mm] 1= co Lo u 34.5" [876 mm] 52" CULTEC RECHARGER 330XLHD CHAMBER STORAGE = 7.459 CF/FT [0.693 m'/m] INSTALLED LENGTH ADJUSTMENT = 1.5' [0.46 m] SIDE PORTAL ACCEPTS CULTEC HVLV FC -24 FEED CONNECTOR -_ E w co 0 u O m c4 1-2 INCH [25-51 mm] DIA. WASHED, CRUSHED STONE CULTEC HEAVY-DUTY CHAMBER IN SEPARATOR ROW CONFIGURATION 2 LAYERS OF WOVEN GEOTEXILE THAT MEETS AASHTO M288 CLASS 1 REQUIREMENTS, BETWEEN STONE BASE AND CHAMBERS CULTEC NO. 410 FILTER FABRIC (OR APPROVED EQUAL) AROUND STONE nAWMAMIT 12.0" [305 mm] MIN. mrn] MIN. 30.5" [775 mm] mm] MIN. WRAP ENTIRE SEPARATOR ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXILE RECHARGER 330XLHD MINIMUM 4 OZ. NON -WOVEN GEOTEXTILE AROUND STONE. TOP AND HEAVY DUTY CHAMBER 95% COMPACTED FILL SIDES MANDATORY, BOTTOM PER ENGINEER DESIGNI r o PAVEMENT OR FINISHED GRADE CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATH HVLV FC -24 FEED CONNECTORS WHEN UTILIZING INTERNAL MANIFOLD AND BENEATH ALL INLET PIPES 20 CULTEC RECHARGER 330XLHD HEAVY DUTY THREE VIEW CULTEC RECHARGER 330XLHD SEPARATOR ROW DETAIL 5o CULTEC RECHARGER 330XLHD HEAVY DUTY SYSTEM CROSS SECTION HIDDEN END %l'l�l/l/l�l�li/llllill/l l l '�� 11 11 11 /l /l ll /l iit I/ it 11/Ill/1 BEGINNING OF RUN 4 OZ. NON -WOVEN FILTER FABRIC TO BE PLACED BENEATH ALL CHAMBERS ACCEPTING INLET PIPING CONNECTIONS END OF RUN GREATER THAN 18.0 INCHES [450 mm] DIA. FILTER FABRIC IS TO EXTEND A MIN. OF 8.0 FEET [2.44 m] PAST LINER AND OVERLAP A MIN. OF 1.0 FOOT [0.305 m] BENEATH THE POLYETHYLENE LINER /�l�lll jil Il l►imi i�iii it luu (� /I/////// f l'lIRini �:�� HVLV FC -24 FEED CONNECTOR 9.0' [2.74 m] MIN. 4 OZ. NON -WOVEN FILTER FABRIC 6.0' [1.8 m] MIN. CULTEC NO. 20L POLYETHYLENE LINER BENEATH FEED CONNECTORS 10.0' [3.0 m] MIN. CULTEC NO. 20L POLYETHYLENE LINER BENEATH INLET PIPES !y a PAVEMENT OR FINISHED GRADE PAVEMENT SUB -BASE (WHEN APPLICABLE) MIN. 95% COMPACTED FILL 4 OZ. NON -WOVEN FILTER FABRIC AROUND STONE. TOP AND SIDES MANDATORY; BOTTOM PER ENGINEER'S DESIGN PREFERENCE CULTEC HVLV FC -24 FEED CONNECTOR WHERE SPECIFIED 6.0 INCH [152 mm] MIN. DEPTH OF 1-2 INCH [25-51 mm] WASHED CRUSHED STONE BENEATH AND ABOVE CHAMBERS �w CULTEC RECHARGER 330XLHD I HEAVY-DUTY CHAMBER 12.0 INCH [305 mm] MIN. WIDTH OF 1-2 INCH [25-51 mm] WASHED CRUSHED STONE BORDER SURROUNDING ALL CHAMBERS TRIM CUT-OUT--•y,ys- TO UTILIZE INTERNAL . ✓<>, ;�••%�v,//.`'r�l�v < r�%%r%%:tri :'r' MANIFOLD FEATURE PIPE DESIGN AND ELEVATION TBD BY ENGINEER. PIPE TO BE INSERTED 8.0 INCHES [204 mm] MIN. INTO CHAMBER. MAX. 24.0 INCHES [600 mm] I.D. ALLOWED IN ENDWALL �o CULTEC RECHARGER 330XLHD HEAVY DUTY TYPICAL INTERLOCK 7o CULTEC RECHARGER 330XLHD HEAVY DUTY PLAN VIEW HVLV FC -24 FEED CONN PIPE DESIGN AND ELEVE TBD BY ENGINEER. PIPE T INSERTED A 8.0" [203 mm] INTO STRUCTURE AND [203 mm] MIN. INTO CHAN MAX. PIPE SIZE = [600 INLET STRUCTURE 4.0 CULTEC RECHARGER 330XLHD CHAMBER CULTEC TYPICAL INLET CONNECTION HVLV FC -24 FEED CONNECTOR PIPE PER ENGINEER DESIGN MAX. O.D. = 11.75 INCHES F [298 mm] (SEE FIGURE 1) INLET STRUCTURE all 16" [406 mm] CULTEC FC -24 24.2" [614 mm] 12" [3 LIJ o L V 8T W O U �U u LTJ n u n n r—, LTJ X* -4 LJ �9MM LTJ W �v U c� Q J CD E o U z� w� w �cc 0 U U w� T [~co 00 04 Q� 00 co > F) 0) CULTEC HVLV FC -24 FEED CONNECTOR THREE VIEWm ,mpl-- , ,u�1��11a1i,""l Ma C� NN E N E Lo N I 6.0" [152 mm] DIA. INSPECTION PORT E O E Lo 0 M u 102" [2591 mm] -- INSTALLED LENGTH = 84" [2133 mm] 42.0" [1066 mm] 42.0" [1066 mm] SMALL RIB LARGE RIB 14.0" [356 mm] 1= co Lo u 34.5" [876 mm] 52" CULTEC RECHARGER 330XLHD CHAMBER STORAGE = 7.459 CF/FT [0.693 m'/m] INSTALLED LENGTH ADJUSTMENT = 1.5' [0.46 m] SIDE PORTAL ACCEPTS CULTEC HVLV FC -24 FEED CONNECTOR -_ E w co 0 u O m c4 1-2 INCH [25-51 mm] DIA. WASHED, CRUSHED STONE CULTEC HEAVY-DUTY CHAMBER IN SEPARATOR ROW CONFIGURATION 2 LAYERS OF WOVEN GEOTEXILE THAT MEETS AASHTO M288 CLASS 1 REQUIREMENTS, BETWEEN STONE BASE AND CHAMBERS CULTEC NO. 410 FILTER FABRIC (OR APPROVED EQUAL) AROUND STONE nAWMAMIT 12.0" [305 mm] MIN. mrn] MIN. 30.5" [775 mm] mm] MIN. WRAP ENTIRE SEPARATOR ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXILE RECHARGER 330XLHD MINIMUM 4 OZ. NON -WOVEN GEOTEXTILE AROUND STONE. TOP AND HEAVY DUTY CHAMBER 95% COMPACTED FILL SIDES MANDATORY, BOTTOM PER ENGINEER DESIGNI r o PAVEMENT OR FINISHED GRADE CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATH HVLV FC -24 FEED CONNECTORS WHEN UTILIZING INTERNAL MANIFOLD AND BENEATH ALL INLET PIPES 20 CULTEC RECHARGER 330XLHD HEAVY DUTY THREE VIEW CULTEC RECHARGER 330XLHD SEPARATOR ROW DETAIL 5o CULTEC RECHARGER 330XLHD HEAVY DUTY SYSTEM CROSS SECTION HIDDEN END %l'l�l/l/l�l�li/llllill/l l l '�� 11 11 11 /l /l ll /l iit I/ it 11/Ill/1 BEGINNING OF RUN 4 OZ. NON -WOVEN FILTER FABRIC TO BE PLACED BENEATH ALL CHAMBERS ACCEPTING INLET PIPING CONNECTIONS END OF RUN GREATER THAN 18.0 INCHES [450 mm] DIA. FILTER FABRIC IS TO EXTEND A MIN. OF 8.0 FEET [2.44 m] PAST LINER AND OVERLAP A MIN. OF 1.0 FOOT [0.305 m] BENEATH THE POLYETHYLENE LINER /�l�lll jil Il l►imi i�iii it luu (� /I/////// f l'lIRini �:�� HVLV FC -24 FEED CONNECTOR 9.0' [2.74 m] MIN. 4 OZ. NON -WOVEN FILTER FABRIC 6.0' [1.8 m] MIN. CULTEC NO. 20L POLYETHYLENE LINER BENEATH FEED CONNECTORS 10.0' [3.0 m] MIN. CULTEC NO. 20L POLYETHYLENE LINER BENEATH INLET PIPES !y a PAVEMENT OR FINISHED GRADE PAVEMENT SUB -BASE (WHEN APPLICABLE) MIN. 95% COMPACTED FILL 4 OZ. NON -WOVEN FILTER FABRIC AROUND STONE. TOP AND SIDES MANDATORY; BOTTOM PER ENGINEER'S DESIGN PREFERENCE CULTEC HVLV FC -24 FEED CONNECTOR WHERE SPECIFIED 6.0 INCH [152 mm] MIN. DEPTH OF 1-2 INCH [25-51 mm] WASHED CRUSHED STONE BENEATH AND ABOVE CHAMBERS �w CULTEC RECHARGER 330XLHD I HEAVY-DUTY CHAMBER 12.0 INCH [305 mm] MIN. WIDTH OF 1-2 INCH [25-51 mm] WASHED CRUSHED STONE BORDER SURROUNDING ALL CHAMBERS TRIM CUT-OUT--•y,ys- TO UTILIZE INTERNAL . ✓<>, ;�••%�v,//.`'r�l�v < r�%%r%%:tri :'r' MANIFOLD FEATURE PIPE DESIGN AND ELEVATION TBD BY ENGINEER. PIPE TO BE INSERTED 8.0 INCHES [204 mm] MIN. INTO CHAMBER. MAX. 24.0 INCHES [600 mm] I.D. ALLOWED IN ENDWALL �o CULTEC RECHARGER 330XLHD HEAVY DUTY TYPICAL INTERLOCK 7o CULTEC RECHARGER 330XLHD HEAVY DUTY PLAN VIEW HVLV FC -24 FEED CONN PIPE DESIGN AND ELEVE TBD BY ENGINEER. PIPE T INSERTED A 8.0" [203 mm] INTO STRUCTURE AND [203 mm] MIN. INTO CHAN MAX. PIPE SIZE = [600 INLET STRUCTURE 4.0 CULTEC RECHARGER 330XLHD CHAMBER CULTEC TYPICAL INLET CONNECTION HVLV FC -24 FEED CONNECTOR PIPE PER ENGINEER DESIGN MAX. O.D. = 11.75 INCHES F [298 mm] (SEE FIGURE 1) INLET STRUCTURE all 16" [406 mm] CULTEC FC -24 24.2" [614 mm] 12" [3 LIJ o L V 8T W O U �U u LTJ n u n n r—, LTJ X* -4 LJ �9MM LTJ W �v U c� Q J CD E o U z� w� w �cc 0 U U w� T w DESIGNER: JEM CHECKED BY: DGW DATE: 12/9/14 DRAFTER JEM SCALE: AS SHOWN COMP. N0: 3980500_GRD.dwg '�IZ�111 � JOB NO.: 395-05-00 SHEET [~co 00 04 Q� 00 co > F) 0) CULTEC HVLV FC -24 FEED CONNECTOR THREE VIEWm �.o Ma C� NN �U S i w O o o— 00 O O U cp Of 75 Li w DESIGNER: JEM CHECKED BY: DGW DATE: 12/9/14 DRAFTER JEM SCALE: AS SHOWN COMP. N0: 3980500_GRD.dwg '�IZ�111 � JOB NO.: 395-05-00 SHEET 36" [914 mm 55" [1397 mm] ---) 36" [914 mm] 0 MIN. CAST IRON MANHOLE COVER do FRAME 6'x9'X8"[1.8mx2.74mx203mm] THICK CONCRETE PAD TO BE MINIMUM 3,000 PSI. 4.0' [1.22 m] MAX. BURIAL DEPTH 1-2 INCH [25-51 mm] DIA. WASHED, CRUSHED STONE 36.0" [914 mm] 0 I.D. CORRUGATED HDPE '5 mm] 635 mm] DIA. RISER 22.5" [572 mm] DIA. ACCESS PORT 75.0" [1905 mm] SMALL RIB LARGE RIB A A 12.0" [305 mm] 10.5" [267 mm] CULTEC STORMFILTER 330 THREE VIEW 72" [1 CULTEC STORMFILTER 330--" 55" [1397 mm] 72" [1829 mm] 8 203 mm] .).bm IIt 0 mm] 30.5" [775 mm] b mm] 36" [914 mm] 0 MIN. CAST IRON --MANHOLE COVER do FRAME 6' x 9' X 8' [1.8m x 2.74m x 203mm] THICK CONCRETE PAD TO BE MINIMUM 3,000 PSI. 14 REBAR 12 INCHES (305mm) O.C. 0' [1.22 m] MAX. BURIAL DEPTH 4 OZ. NON -WOVEN FILTER FABRIC AROUND STONE. TOP AND SIDES MANDATORY; BOTTOM PER ENGINEER'S DESIGN PREFERENCE CULTEC STORMFILTER 330 INSTALLATION CROSS SECTION THE OUTFLOW PIPE LOWER CANNOT BE LOWER THAN m) FROM THE BOTTOM OF THE CHAMBER END WALL THE OUTFLOW PIPE UPPER QUADRANT CANNOT "r 'lIGHER THAN 19" FROM THE BOTTOM OF CHAMBER END WALL COLLAPSIBLE FRAME 19" [483 mm] L3" [76 mm] THE INFLOW PIPE INFLOW PIPE ELEVATION MAY BE MANIPULATED DEPENDING UPON FLOW REQUIREMENTS 55" [1397mm] 6'x 9'X 8" [1.8 m x 2.74 m x 203 mm] THICK CONCRETE PAD RESTING ENTIRELY ON BROKEN STONE CATCH BASIN/ MANHOLE STRUCTURE 1-2" [25-50 mm] WASHED, TO BE DESIGNED BY ENGINEER CRUSHED STONE 7/16" (11 mm) THICK MATERIAL 3/16" (4.8 mm) THICK MATERIAL COLLAPSIBLE F FILTERS (2 FRAM_ .....,, ,� UP TO 4 FRAMES AVAILABLE) 3/16" (4.8 mm) THICK MATERIAL 7/16" (11 mm) THICK MATERIAL CULTEC FILTER FRAME DETAIL 36" [914 mm] 0 MIN. CAST IRON MANHOLE COVER do FRAME 36.0" [914 mm] 0 I.D. CORRUGATED HDPE MIN. 95% COMPACTED FILL PAVEMENT OR FINISHED GRADE CULTEC CHAMBER w O L C LLi 0 U PER ENGINEER DESIGN.THE RECOMMENDED 10d" [Z/43 mm j #4 REBAR 12 INCHES (305mm) O.C. T. CULTEC STORMFILTER 330 MAXIMUM OUTLET PIPE DIAMETER IS 15 INCH DATE: 12/9/14 • •a CO ao 04 . a STORMFILTER INLET PIPE SIZE do ELEVATION .f' � e• e a PER ENGINEER DESIGN.THE RECOMMENDED MAXIMUM INLET PIPE, ® s DIAMETER IS 8 INCH (200 mm) FOR FULL FILTERING CAPACITY. o e ap z a UU w coca .� ° ° 0000000 UJ 0000000 00 O O U ®` 100000000 �'�:•.s,. ;. 329 mm] O Li s' : s 00000000 •. aonocoaa ®� 6 Conoco ao e :s •e' 8 203 mm] .).bm IIt 0 mm] 30.5" [775 mm] b mm] 36" [914 mm] 0 MIN. CAST IRON --MANHOLE COVER do FRAME 6' x 9' X 8' [1.8m x 2.74m x 203mm] THICK CONCRETE PAD TO BE MINIMUM 3,000 PSI. 14 REBAR 12 INCHES (305mm) O.C. 0' [1.22 m] MAX. BURIAL DEPTH 4 OZ. NON -WOVEN FILTER FABRIC AROUND STONE. TOP AND SIDES MANDATORY; BOTTOM PER ENGINEER'S DESIGN PREFERENCE CULTEC STORMFILTER 330 INSTALLATION CROSS SECTION THE OUTFLOW PIPE LOWER CANNOT BE LOWER THAN m) FROM THE BOTTOM OF THE CHAMBER END WALL THE OUTFLOW PIPE UPPER QUADRANT CANNOT "r 'lIGHER THAN 19" FROM THE BOTTOM OF CHAMBER END WALL COLLAPSIBLE FRAME 19" [483 mm] L3" [76 mm] THE INFLOW PIPE INFLOW PIPE ELEVATION MAY BE MANIPULATED DEPENDING UPON FLOW REQUIREMENTS 55" [1397mm] 6'x 9'X 8" [1.8 m x 2.74 m x 203 mm] THICK CONCRETE PAD RESTING ENTIRELY ON BROKEN STONE CATCH BASIN/ MANHOLE STRUCTURE 1-2" [25-50 mm] WASHED, TO BE DESIGNED BY ENGINEER CRUSHED STONE 7/16" (11 mm) THICK MATERIAL 3/16" (4.8 mm) THICK MATERIAL COLLAPSIBLE F FILTERS (2 FRAM_ .....,, ,� UP TO 4 FRAMES AVAILABLE) 3/16" (4.8 mm) THICK MATERIAL 7/16" (11 mm) THICK MATERIAL CULTEC FILTER FRAME DETAIL 36" [914 mm] 0 MIN. CAST IRON MANHOLE COVER do FRAME 36.0" [914 mm] 0 I.D. CORRUGATED HDPE MIN. 95% COMPACTED FILL PAVEMENT OR FINISHED GRADE CULTEC CHAMBER w O L C LLi 0 U PER ENGINEER DESIGN.THE RECOMMENDED JEM T. CULTEC STORMFILTER 330 MAXIMUM OUTLET PIPE DIAMETER IS 15 INCH DATE: 12/9/14 (375 mm) FOR FULL FILTERING CAPACITY. CO ao 04 SCALE: STORMFILTER INLET PIPE SIZE do ELEVATION r-0)CO JOB NO.: 395-05-00 PER ENGINEER DESIGN.THE RECOMMENDED MAXIMUM INLET PIPE, SHEET > DIAMETER IS 8 INCH (200 mm) FOR FULL FILTERING CAPACITY. ap z a UU w 0', w, UJ SF-330.CULTEC STORMFILTER 330 TYPICAL INLET CONNECTION CROSS SECTION U u n < c,) oWv" LLI Go W p_"N mi—la f 0 z Q J E U Q � 0 Z c �0 Ld LI..I `o U z � L�1 3 J U Z F- -i ZD Z 0 U DESIGNER: JEM T. DGW DATE: 12/9/14 QO0) CO ao 04 SCALE: AS SHOWN r-0)CO JOB NO.: 395-05-00 M� SHEET > N a UU 04c° gz 00 O O U CA O Li a DESIGNER: JEM T. DGW DATE: 12/9/14 DRAFTER JEM SCALE: AS SHOWN COMP. No: 3980500_GRD.dWg JOB NO.: 395-05-00 SHEET M. DESIGNER: JEM CHECKED BY: DGW DATE: 12/9/14 DRAFTER JEM SCALE: AS SHOWN COMP. No: 3980500_GRD.dWg JOB NO.: 395-05-00 SHEET