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HomeMy WebLinkAbout5586-7A L FLOW RA SOLID COVER OR GRATE INLET CONTRACTOR TO GROUT TO FINISHED GRADE B INLET PIPE 1OXX'• MAX) PLAN VIEW B -S I Vol-tSentry• nplkCY W ke tr.E."p vOPk 5F li4 TROUGH A CONTRACTOR TO PROVIDE GRADE RINGSIRISERS B e OUTLET PIPE IOXX' MAX) A C VORTSENTRY HS DESIGN NOTES VSHS RATED TREATMENT CAPACITY IS SHOWN IN THE TABLE BELOW, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY VARIES. CONTACT YOUR CONTECH REPRESENTATIVE FOR ADITIONAL INFORMATION. THE. STANDARD SOLID COVER CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. CONFIGURATION OPTION DESCRIPTION GRATE INLET (NO INLET PIPE) GRATE INLET WITH INLET PIPE FRAME AND COVER FRAME AND GRATE (DIAMETER VARIES) (24" SQUARE) N.T.S. N.T.S. GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DINIE14SIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE C014TACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www,ConlechES.com 4. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5- CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT N11NIMUM, IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. SITE SPECIFIC DATA REQUIREMENTS Modified MaxMll IV Drainage System Detail And Specifications VORTSENTRY HS GENERAL INFORMATION WATER QUALITY FLOW RATE (CFS) ' PEAK FLOW RATE (CFS) RETURN PERIOD OF PEAK FLOW (YRS) PIPE DATA: I.F- MATERIAL DIAN7ETER INLET PIPE 1 Total Typical Tota! Distance Rim Typical Typical DepthrFT pproximaiS 1 15 2 30 "O 4 Model Manhole Treatment to Outside Distance RIm Below InvertMinimum Maximum PIPS CAST IRON WITH WORDING "STORM WATER ONLY" IN Diameter !D Flow Rate Bottom to Invert (inside) stance Rim Diameter (ID) RAISED LETTERS. BOLTED IN 2 LOCATIONS AND z A B C to Invert SECURED TO CONE WITH MORTAR. RIM ELEVATION FT mm CFS LIS FT m FT m FT n1m m IN mm HS36 3 900 0.55 15.6 10.16 3.10 4.06 1.24 5.58 1702 3.00 0.91 18 450 HS46 4 1 1200 1.20 34.0 13.25 4.04 600 1.83 6.75 2057 4.00 1.22 24 600 H360 5 1500 2.20 62.3 15.13 4,61 6.50 1.98 796 2426 4.82 1.47 30 750 H572 6 1800 3.70 104.8 16.56 5-05 675 2.06 9,15 2788 5.59 1.70 36 900 HS84 7 2100 5.60 158.6 18.65 5:75 7.75 2.36 10.35 3155 5,00 1.52 42 1050 HS96 a 2400 8.10 229.4 20.87 6.36 9.50 2-59 11.54 3518 6.91 2.11 48 1 1200 FRAME AND COVER FRAME AND GRATE (DIAMETER VARIES) (24" SQUARE) N.T.S. N.T.S. GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DINIE14SIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE C014TACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www,ConlechES.com 4. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5- CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT N11NIMUM, IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. SITE SPECIFIC DATA REQUIREMENTS Modified MaxMll IV Drainage System Detail And Specifications STRUCTUREID WATER QUALITY FLOW RATE (CFS) ' PEAK FLOW RATE (CFS) RETURN PERIOD OF PEAK FLOW (YRS) PIPE DATA: I.F- MATERIAL DIAN7ETER INLET PIPE 1 OUTLET PIPE RIM ELEVATION ANTI -FLOTATION BALLAST V TH HEIGHT 1 15 2 30 "O 4 NOTESlSPECIAL REQUIREMENTS: 'PER ENGINEER OF RECORD CONTECH VORTSENTRY HS 48 CLARIFIER TORRENT RESOURCES MAXWELL IV DRAINAGE SYSTEM TOLL FREE �1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL POTHOLE TO VERIFY THE EXISTING LOCATION AND ELEVATION AT POINTS OF CONNECTION AND CROSSINGS OF POSSIBLE CONFLICTS AND SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. NOTE: PRIOR TO THE INSTALLATION OF WATER QUALITY STRUCTURAL BMP DEVICES THE CONTRACTOR MUST COORDINATE WITH THE CITY ENGINEER TO CERTIFY THE PLACEMENT OF THE DEVICES, AND MATERIALS USED. AFTER INSTALLATION THE CONTRACTOR MUST COORDINATE WITH THE CITY ENGINEER TO CERTIFY PROPER FUNCTIONALITY OF THE BMP DEVICES. WATER QUALITY CONSTRUCTION NOTES A ° INSTALL 8" PVC STORM DRAIN INSTALL CONTECH VORTSENTRY HS48 CLARIFIER (DETAIL HEREON) INSTALL TORRENT RESOURCES MAXWELL IV DRAINAGE SYSTEM (DETAIL HEREON) INSTALL 24"X24" JENSEN PRECAST CATCH BASIN INSTALL 18" RCP (1350 D- LOAD) IL (n SCHOOL II , (FUTURE) ] 1, � �SD EASEMENT 1 R/W PROP. INFILTRATION TRENCH 1 (SEE OAK GROVE STREET IMP. PLANS) )� \\\ w 'fh 1 PROP. WATER -a _.. ' �'ROP� tATL�A�L _ � Z FUTURE C E3. - ------------- �'-'- T CL PROP.. -R VI DRAfN 12 ce - - W C5 C+1 6 Modified MaxMll IV Drainage System Detail And Specifications N p W - O ITEM NUMBERS - OC4+:, C C C. ca O O C7 1V .+p t t 1. MANHOLE CONE - MODIFIED FLAT BOTTOM. 3 1 15 2 30 "O 4 2. BOLTED RING & GRATE - DIAMETER AS SHOWN. CLEAN CAST IRON WITH WORDING "STORM WATER ONLY" IN LU RAISED LETTERS. BOLTED IN 2 LOCATIONS AND z 17 SECURED TO CONE WITH MORTAR. RIM ELEVATION LU ~ ±0.02' OF PLANS. d `ID 5 cv cv 3. GRADED BASIN OR PAVING (BY OTHERS). z vo 4. COMPACTED BAST: MATERIAL (BY OTHERS). 18 16 x 5. PUREFLO® DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" vi LENGTH WITH VENTED ANTI -SIPHON AND INTERNAL .265" = 7 LU 00 MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" � w LENGTH. FUSION BONDED EPDXY COATED, y M 20 o - 8Ui 6. PRE -CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. w z M- CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE 8 > 6 =, o BEARING SURFACE. EIGHT (8)1.25" DIAMETER HOLES z PER FOOT WHERE NOTED. 11 9 cn Uj z d ° 7. MIN. 6' Jif DRILLED SHAFT. . ° LU 1* � LU 8. SUPPORT BRACKET -FORMED 12 GA. STEEL. FUSION BONDED EPDXY COATED. N 12 9. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE � PIPE AT BASE SEAL. �.. 10 6 "0 t1_I 10. DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI -A 0 COUPLER. SUSPEND PIPE DURING BACKFILL ¢ r OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. 19 DIAMETER AS NOTED. }The Jl� &iWell V 11. BASE SEAL - GEOTEXTILE, POLY LINER OR CONCRETE 13 Manufactured and Installed by / TORRENT RESOURCES LU ¢ g SLURRY. ,� 14 An evolution of McGuckin Drilling 12. ROCK - CLEAN AND WASHED, SIZED BETWEEN 3/8" AND www.torrentresources.com 1-112" TO BEST COMPLEMENT SOIL CONDITIONS. 12 ARIZONA 6621265-0785 NEVADA 7021356-1234 CALIFORNIA 6611847-9836 13. FLOFAST D DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. 96" OVERALL LENGTH WITH TRI -B COUPLER. AZ UG. R0007C465 A, 800047067 Sa, ADWR363 CA Lic.. 526080, CA2, HAZ NV Lic. 0035350 A - NM Uc. 90504 GF04 14. MIN. 4'0 SHAFT - DRILLED TO MAINTAIN PERMEABILITY U.S. Patent Na. 4,927,330 - @Trademark 1974, 1990, 2004 OF DRAINAGE SOILS, NOTE: DRAWING NOT TO SCALE 15. FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION. 18. OPTIONAL INLET PIPE (MAXIMUM 4", BY OTHERS). INVERT CONNECTIONS DEEPER THAN 4 FEET REQUIRE 2 SACK 16. ABSORBENT - (2) HYDROPHOBIC PETROCHEMICAL SLURRY BACKFILL BELOW PIPE INVERT. SPONGES. MIN, 128 OZ. CAPACITY (EA). 19. NON -WOVEN GEOTEXTILE SLEEVE, MIRAFI 140 NL. MIN. 6 FT 0, 17. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. HELD APPROX, 10 FEET OFF THE BOTTOM OF EXCAVATION. INCREASE SETTLING CHAMBER DEPTH AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE OVERFLOW PIPE INLET. 20. STABILIZED BACKFILL - TWO -SACK SLURRY MIX, TORRENT RESOURCES MAXWELL IV DRAINAGE SYSTEM TOLL FREE �1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL POTHOLE TO VERIFY THE EXISTING LOCATION AND ELEVATION AT POINTS OF CONNECTION AND CROSSINGS OF POSSIBLE CONFLICTS AND SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. NOTE: PRIOR TO THE INSTALLATION OF WATER QUALITY STRUCTURAL BMP DEVICES THE CONTRACTOR MUST COORDINATE WITH THE CITY ENGINEER TO CERTIFY THE PLACEMENT OF THE DEVICES, AND MATERIALS USED. AFTER INSTALLATION THE CONTRACTOR MUST COORDINATE WITH THE CITY ENGINEER TO CERTIFY PROPER FUNCTIONALITY OF THE BMP DEVICES. WATER QUALITY CONSTRUCTION NOTES A ° INSTALL 8" PVC STORM DRAIN INSTALL CONTECH VORTSENTRY HS48 CLARIFIER (DETAIL HEREON) INSTALL TORRENT RESOURCES MAXWELL IV DRAINAGE SYSTEM (DETAIL HEREON) INSTALL 24"X24" JENSEN PRECAST CATCH BASIN INSTALL 18" RCP (1350 D- LOAD) IL (n SCHOOL II , (FUTURE) ] 1, � �SD EASEMENT 1 R/W PROP. INFILTRATION TRENCH 1 (SEE OAK GROVE STREET IMP. PLANS) )� \\\ w 'fh 1 PROP. WATER -a _.. ' �'ROP� tATL�A�L _ � Z FUTURE C E3. - ------------- �'-'- T CL PROP.. -R VI DRAfN 12 ce - - W C5 C+1 6 CITY OF F©NTANA, CALIFORNIA N p W - b 3 DESIGNED BY: WLI - OC4+:, C C C. ca O O C7 1V .+p t t .fV p T p W N .N ...� ,C~+.1 CJI Ul CwJ1 BENCH MARK: #6-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK #6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 3519 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01 °10'30" W WAS USED AS THE BASIS ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �,ROFEssroN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, r No. 36837 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: Ds -30-16 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND '-� clv>\- Te©fi CAMS OR STANDARDS IN EFFECT. '. CBG r.` 1 i i 0 al ..... OLI�NDSCAPE EASEMENT 11 1 �� i H O R P I AIN 1 k = 401, - _; SCALE IN FEET ,0 80 120 160 11 1 �PS CALE. 1 " = 40' r PREPARED UNDER THE SUPERVISION OF: it,MADOLE 930RAWN 2PIOCUC M AVE,AVES . 230 RANCHO CUCAMONGA CA 91730 • PHONE: 909.48t6322 1619ine7wnines or L e PAX: 909,4616320 ) DATE= V CITY OF F©NTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS BY: i D M OAK GROVE AVENUE OAK GROVE STRUCTURAL BMP (WQMP 6-000018) DESIGNED BY: WLI CHECKED BY: WLI21 APPRQBY: 6/8/17 L iWATSUJI . 6 RCF_ 136637 CITY ENGIN ER R.C.E. 51152 DATE mi Of 0 L0 in z w 0 c7 -16 w LLJ 0 Df C5 SCALE:AS SHOWNLO [V DATE: JULY 19, 2016 DRAWING NO. 7 �