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HomeMy WebLinkAboutSDP200700061 Plan - Approved 2008-07-09GENERAL CONSTRUCTION RTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT —OF —WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING. GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ). 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RESPONSIBILITY FOR ANY ER40FIS AND INCONSISTANCIES. 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF (1/2) FOOT CANDLE 11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. 12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N -12 CORRUGATED POLYETYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1. 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. 14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. GENERAL EROSION AND SEDIMENT CONTROL NOTES i.UNLESS OTHERWISE INDICATED. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE — CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY. AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLA SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO. OFF —SITE BORROW OR WASTE AREAS). THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. B.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF — PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. mComonwealth Tow n1iouses Albemarle County, Virginia Jack Jouett Magisterial Dlistrict SITE TOTALS AND LAND USE DATA NOTES OWNER : HURT INVESTMENT COMPANY P.O. BOX 8147 CHARLOTTESVILLE, VA. 22906 DEVELOPER: LANE BONNER P.O. BOX 5384 CHARLOTTESVILLE. VA. 22903 TOTAL SITE AREA : 1.044 ACRE 45,485 S.F. PRESENT ZONING: R -15 PROPOSED USE : CONDOMINIUM TOWNHOUSES PARKING SCHEDULE: PARKING REQUIRED : 14 TOWNHOUSES 0 2 SP /DU = 28 SPACES PARKING PROVIDED : 28 SPACES PROJECTED TRAFFIC VOLUMES ITE TRIP GENERATION CODE (230) AVERAGE RATE (6) x NUMBER OF UNITS (14) _ 84 VEHICLE TRIPS PER DAY MAXIMUM BUILDING HEIGHT 35' TOTAL BUILDING COVERAGE : 11,200 S.F. 24.6% TOTAL IMPERVIOUS COVERAGE : 14,257 S.F. 31.3% TOTAL OPEN SPACE : 20,028 S.F. 44.0% BOUNDARY SURVEY BY : B. AUBREY HUFFMAN & ASSOCIATES, LTD. TOPOGRAPHY BY : B. AUBREY HUFFMAN & ASSOCIATES, LTD. THE SITE IS NOT LOCATED WITHIN AN ALBEMARLE COUNTY RESERVOIR WATERSHED THE SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN LIMITS DETAILS Department of Community Development Planner /Zoning Engineer Building Official Architectural Review Board Fire Official Albemarle County Service Authority Virginia Department of Transportation i Ell 1 cs , N —_ vNNdJQ Qrr .>wrQ c'C a Q n.>mm o Q arc lr 77 VICINITY MAP o cvUj i a wrr C-1 COVER SHEET o"'"' C-2 FINAL SITE PLAN WATER AND SEWER GENERAL PLAN NOTES FAKVN MUM Towdow C-3 LANDS CAPE PLAN Ann C -4 LIGHTING PLAN Ism Boom woo°w C -5 PROFILES— UTILITIES I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE uasw A «N C -6 SOIL EROSION PLANAUTHORITYINSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR w - C -7 FILTERRA — DETAILSNOTIFYINGTHEPROPERSERVICEAUTHORITYOFFICIALSATTHESTARTOFWORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE C - 8 REDI ROCK DETAILS PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS MMA •••wooMT«•r OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS C ITE NECESSARY.O 3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY 1 800 552 7001 ) . 6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES SCALE 1" 2000' B.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. GENERAL EROSION AND SEDIMENT CONTROL NOTES i.UNLESS OTHERWISE INDICATED. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE — CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY. AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLA SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO. OFF —SITE BORROW OR WASTE AREAS). THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. B.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF — PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. m Comonwealth Tow n1iouses Albemarle County, Virginia Jack Jouett Magisterial Dlistrict SITE TOTALS AND LAND USE DATA NOTES OWNER : HURT INVESTMENT COMPANY P.O. BOX 8147 CHARLOTTESVILLE, VA. 22906 DEVELOPER: LANE BONNER P.O. BOX 5384 CHARLOTTESVILLE. VA. 22903 TOTAL SITE AREA : 1.044 ACRE 45,485 S.F. PRESENT ZONING: R -15 PROPOSED USE : CONDOMINIUM TOWNHOUSES PARKING SCHEDULE: PARKING REQUIRED : 14 TOWNHOUSES 0 2 SP /DU = 28 SPACES PARKING PROVIDED : 28 SPACES PROJECTED TRAFFIC VOLUMES ITE TRIP GENERATION CODE (230) AVERAGE RATE (6) x NUMBER OF UNITS (14) _ 84 VEHICLE TRIPS PER DAY MAXIMUM BUILDING HEIGHT 35' TOTAL BUILDING COVERAGE : 11,200 S.F. 24.6% TOTAL IMPERVIOUS COVERAGE : 14,257 S.F. 31.3% TOTAL OPEN SPACE : 20,028 S.F. 44.0% BOUNDARY SURVEY BY : B. AUBREY HUFFMAN & ASSOCIATES, LTD. TOPOGRAPHY BY : B. AUBREY HUFFMAN & ASSOCIATES, LTD. THE SITE IS NOT LOCATED WITHIN AN ALBEMARLE COUNTY RESERVOIR WATERSHED THE SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN LIMITS DETAILS Department of Community Development Planner /Zoning Engineer Building Official Architectural Review Board Fire Official Albemarle County Service Authority Virginia Department of Transportation i Ell 1 cs , N —_ vNNdJQ Qrr .>wrQ c'C a Q n.>mm o Q arc lr 77 a oo cvUj i a ti8a A N N M 0 N C0 J O 4 W 04 Z W A U wJ 30 3 0 t i N n n C a <s U) W J W O U) N p W J W z a ca Z 0 t N t v u S2 N wJ J r-i J F-- U ~ w f- o w a En Z PROJECT NO: 5675 INDEX TITLE: saw V SHEET NO: 1 OF 8 INDEX TITLE SHEET TITLE SHEET INDEX DATE: DECEMBER 8, 2006 J r-i J F-- U ~ w f- o w a En Z PROJECT NO: 5675 INDEX TITLE: saw V SHEET NO: 1 OF 8 INDEX TITLE SHEET TITLE SHEET INDEX DATE: DECEMBER 8, 2006 Z PROJECT NO: 5675 INDEX TITLE: saw V SHEET NO: 1 OF 8 INDEX TITLE SHEET TITLE SHEET INDEX DATE: DECEMBER 8, 2006 r a' 10' O 6 Reinforced a Concrete Pod 4' stone base and 6' concrete of 4000Psi of 28 days, or stronger, reinforced with a minimum grid of DUMPSTER *4 bars of 12' on center, or stronger DETAIL SIDEWALK DETAIL SANITARY SEVER STRUCTURES ICY TOP W. IN W. W our A 513.99 ODOM 8 514.84 8" 500.32 C 51SAB 51020 D 515.04 510.44 N- v Q > d•6Q o N g r 101-0 B e cr D NOTE& SEE EROSION PLAN I0-6) rOR THIS ARELP OAAMa IN 1 1 I I I 1 I llll I \ / I i • IICIII I o I I I N46 '48 ' 23 " E 12.54' / DRAINAGE, SWM & 1 GRADING EASEMFKT N12*26'59 " 9.50' I N24 '21 ' 06 "E I I I I I I I I I I I IRON \ 15.42' I I I I RQN I ' I I 11I I I I; 1 1 1 IRON I f l I' I l 1 l l l 1 1 1 1 1 'IRON . 1 1 \ NOTE: ` IIIIII I n ORIGINAL 48" RCP ICI 36" CMP WAS INSERTED 6 I i I I I I I I y 480 1 1 1 .\ 1 BE GROUTED BETWEEN I I I I wM // I CONTRACTOR SHALL UNCOVER V I I I I AND VERIFY INVERT-, \ , , i I I L TAX MAP 61W1 PARCEL OPEN SPACE TURTLE CREEK CONDOMINIUMS D.B. 987 - 372 PRESENT USE : APARTMENTS ZONED : R -10 II NEW RETAINING WALL & \, \'`- ` -;4GRADINGEASEMENT D.B. 3303 -549 to 552 : 71 TOP OF ' 506:2 @ASE OF WALL. 505.a 7 TOP OF WALL TO BE 42" ABOVE GR WITH FORCE PROTECTION SYSTEM see details) 30' DRAINAGE EASEMENT 1/4" TO i' I 1 IRON CONVERT EXISTINS DI -38 ii - I SITE BENCH i TOP OFROE1 EtE I ON - 516 S- a= 1sT ^NG 335- U.S.G.S. DATUM NEW DI relocated drab TOP 516.71 O / a INV. 510.91 S EXISTING B" PVC S NITAO, SEWER / / CID EXISTING SANITARY 7 S'' SEWER MANHOLE W W \ xW ----m To Existiny re Hydrant i00' F kstant I TAX MAP 61W PARCEL 03 -15 CRIT - VA. INC. D.B. 1977 - 503 PRESENT USE APARTMENTS ZONED: PRO i 1 H 1 DUMPSTER ITH MASONRY a 1 ENCLOSURE w / a W aO C ccO u_ W O a Z Ycc Z H n w DRIP LINE SNOW FENCE BOARD FENCE P"' PLASTIC FENCE CORRECT METHODS OF TREE FENCING NCE V CORRECT TRUNK ARMORING 00 TRIANGULAR BOARD FENCE ounce: va, ubcw Plate 3.38 -2 County of Albemarle Conservation Plan Checklist To be placed on Landscape Plans Handbook, pp III - 284 -111 -297 for complete specifications) I. The following items shall be shown on the plan: Trees to be saved; M Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; IGrade changes requiring tree wells or walls;Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre- Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic sntl storage of construction materials including soil shell not be permittedwithinthedriplinesoftreestobesaved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: R Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. B. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or gprading activity shall be protected by fencing.Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be providedandaconstructiondetailsubmittedforapproval. 10. Tree Walls: en a ground level must be lowered within the dripline a tree to be saved, a tree wall shell be provided;and a construction detail submitted for approval. 11. Trenching and Tunneling: Wh ranch nq 1s requ red within the limits of clearing it shall be done as far away from the trunks of treesaspossible. Tunnelino under a large tree shall be considered as an alternative when it is anticipated thatnecessarytrenchingwilldestroy feetler roots. 12. Cleanup: Protective fencing shell be the last items removed during the final cleanup. 13. Damaged Trees: M Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist NOTE: IT IS THE DEVELOPER S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. m STORM DRAINAGE STRUCTURES NO.TYPE L TOP NIMET INV.IN INM.OUT 1 DI-7 456,00 0 471.50 2 M7 g 0 464.00 471.1 475.0 3 EB-1 Q0 N 471.0 4 MH A J t 506.00 501.10 416.0 a D1c A J o 6 J a3A7 MOR 7 DM 515.50 507.33 a D14l8 6 511,13 z 511.13 FILTERRA INTERNAL FILTERRA STRUCTURE L x W FT)DRAINAGE Cn ID ti DIMENSIONS i AREA (AC) 5A 39 4 x 5 0.06 5B 4x8 0.21 6A N 6 x 4 H 0.17 6B 6 x 4 0.17 TAX MAP 61W PARCEL 03 -14A 1 CRIT - VA INC. 1 D.B. 1977 - 503 PRESENT USE : APARTMENTS ZONED PRO DOQHOUSE EXISTING SANITARY MH SEWER MANHOLE DOGHOUSE MH W "CmnwIth -1 - 2W W APPROXIMATE LOCATION EXISTING 8" WATERLINE W W RLINE 8x6 Tapping Sleeve & valve COMMONWEALTH DRIVE STATE ROUTE 1315 THE EXISTING B" PVC SAN SEWER LINE TO BE REPLACED BY DIP OVERNIGHT BYPASS PUMPING 640' TO CENTERLINE INTERSECTION 70' R/W IS NOT PERMITTED WITH PEYTON DRIVE (38' C -C) o Q: a 4 : corjc ...of ' Bob ,ObO4s "':9 ° 2a 'dar?s,: ore stf : -A .. a ' f 4" #8 OR #57 AGGREGATE N C OWNER SIGNATURE (DATE)N U H ^ X I ttj f - > CONTRACT PURCHASER SIGNATUREU (DATE)1 x - w ^ IRON -- -- - - 1L S S EXISTING 10" PVC SANITARY SEWER I:i i ,,,yf GRAPHIC SCALE 1 " =20' 0 20 40 60 cc W NQ a to U " a U J z a N w t z w J I-- 6i H ..J U LLJ cc S 0- (n PROJECT NO: 5675 INDEX TITLE: C 2 SHEET NO: 2OF8 DATE: DECEMBER 8, 2006 FENCING AND ARMORING f, A N 1 0 g 0 A N Q0 N A J t W W A J o J Ja co CD C z W 0 r J Cn A ti i 39 a N w t z w J I-- 6i H ..J U LLJ cc S 0- (n PROJECT NO: 5675 INDEX TITLE: C 2 SHEET NO: 2OF8 DATE: DECEMBER 8, 2006 FENCING AND ARMORING 1 c o 0 A N Q0 N h W J J Ja co CD C z r J Cn ti i i U N H UI v1 a N w t z w J I-- 6i H ..J U LLJ cc S 0- (n PROJECT NO: 5675 INDEX TITLE: C 2 SHEET NO: 2OF8 DATE: DECEMBER 8, 2006 FENCING AND ARMORING PLANT LIST KEY QTY.BOTANICAL NAME COMMON NAME CAL.HUM N CANOPY ArAA TWAL h C. CJ 7 Cercldiphtllum joponium Katsuro tree 1.5 -IJ5"6:6 1;tkbL4 'Wf)J OIINAMENTAL TRElS z a d 1v _G nS6`a 1 SIC CONMEl TV 16 Junlperus vlrginiono Eastern Rod Cedar 4 -5'7 1C 5 Ilex crenato 'Hoogendorn Hoogendorn' Japonese Holly 15 - 18'3 PL 28 Prunus laurocerosus 'Otto Lu ken'Otto Luyken' Lourel 18 -24'6:6 DECIDUOUS SHIN= JC 124 Jumperus chlnensis 'Exponso Variegato'Varlogoted Parson's Juniper 15 -18'3 480 TAX MAP 61W PARCEL 03 -14A CRIT - VA INC. D.B. 1977 - 503 PRESENT USE : APARTMENTS ZONED: PRO 6 TAX 61WI PARCEL OPENTURTLECONDOMINIUMS D.B. 987 - 372 0 _ •. PRESENT USE APARTMENTS Concrete Sid . ' TAX MAP 61W PARCEL 03 -15 ZONED R-10 010 0 Oro (50) JC CRIT - VA. INC D.B. 1977 - 503 PRESENT USE: APARTMENTS a I ZONED: PRO 1) CJ x cc v a 5A ( 2) CJ (5) IC w a a v IW I Y W S1 0 F- W p IL 7) J 6A x ¢ a 25) JC c onCret6 owalk tl4 • In cc ' 6 7 (9) JV a N zz N W N (49) JC 20' 20' 20' 20' 20' J p CU 1 UI 1- cD cn U on to i H Ot10 iyJ 1.._. Y1 • •' (n 28) PL 4) CJ TOP 516,7!a EXISTING CG -6 NUINV, 510.91 Cc S EXISTING 8" PVC SANITARY SEWER °D TOP 515.04 EXISTING SANITARY S 3 INV. 510.22 S SEWER MANHOLE z S S S S S S S S S S W N EXISTING SANITARY EXISTING 10" PVC SANITARY SEWER W X SEWER MANHOLE DOGHOUSE MH W W W "Cmnw1th -1 - 2" APPROXIMATE LOCATION EXISTING 8•' WATERLINE W W W W W W W w W COMMONWEALTH DRIVE STATE ROUTE 1515 640' TO CENTERLINE INTERSECTION 70' C -C WITH PEYTON DRIVE ( 38' -C) GRAPHIC SCALE 1 " =20' 0 20 40 60 I 1r V — _ J j6 N Na'6Q C.En fU oo 0 r_2 1;tkbL4 'Wf)J z a d 1v _G nS6`a 1 SIC I 1r 7 W N 1_ Q C.En fU oo Z U) 1;tkbL4 'Wf)J z I8A N U) O ° 11 C 5 F+1 N I c1 I » a 1 1 ti a 7+ ~ A A 5 o c c o a N K W J 0 nN z a FJ-1 _j V N W N 101 IV co 2 1 ti.i J H W f-1 J I— I— H F_ F_ v uj w 0- c PROJECT NO: 5675 INDEX TITLE: C3 SHEET NO: 3OF8 DATE: DECEMBER 8, 2006 N is O lG L 0 v A0 0 CL 0LQ n 0 0 t A 2 gC E U i OdO O L 2 OH d ti O LYti A p EOV f 2 0 0 Latuwi 91a+ Uv O J ty a U y Vw a Mww Metal Wide., N h Prossur*. chi ,:C6.mpact Ruo'es000t 8601 ny all urii d. M.W TU FT Tetrr«oc 01*1338 M '' 1 riw, tnits: MwN!qisur•:+iriil.. • !ce!+iM1i.+.+t. r trmrt llrltiriiii.ililt .i.w r. St iod. 4t +. V! f 4 + Dili!' Awrr f w. f'''..+ .ne M TV rr., +ate ::Iw1l'Iii!.•o-:. {ih+ 1p wwe. erwrl.ui ,rrwrrri+tr. " • v ' . V 14 M. w" L. I ')pill a Mwt 1R tl: lwi ii - kid* r t RtIle1R edm wdbft on wm0baiMR MRW xamw IMNI. 1 i/M1 -1i0,W I wl, MIIiMi lid.. iYllt rf ililrlt i piiiir.i:r:lr.11 fit Mik11Mi1. 4k. • MNIk yyy : .;11pMd:MMlw LUMINAIRE LOCATIONS Description Symbol Avg Max Min Max /Min Avg /Min Symbol Label Oty Catalog Number No. Location Label X y MH Orientation Tilt i WA -1 146.2 131.3 15.0 90.0 0.0 2 WA -1 146.5 97.7 15.0 90.0 0.0 3 WA -1 304.5 131.3 15.0 0.0 0.0 4 WA -1 222.8 201.2 15.0 180.0 nm 5 WA -1 263.6 200.8 15.0 180.0 0.0 6 WA -1 306.5 200.3 15.0 180.0 0.0 7 WA -1 259.9 131.3 15.0 0.0 0.0 8 WA -1 209.1 131.3 15.0 0.0 M. w" L. I ')pill a Mwt 1R tl: lwi ii - kid* r t RtIle1R edm wdbft on wm0baiMR MRW xamw IMNI. 1 i/M1 -1i0,W I wl, MIIiMi lid.. iYllt rf ililrlt i piiiir.i:r:lr.11 fit Mik11Mi1. 4k. • MNIk yyy : .;11pMd:MMlw LUMINAIRE LOCATIONS Description Symbol Avg Max Min Max /Min Avg /Min Symbol Label Oty Catalog Number No. Location Label X y MH Orientation Tilt i WA -1 146.2 131.3 15.0 90.0 0.0 2 WA -1 146.5 97.7 15.0 90.0 0.0 3 WA -1 304.5 131.3 15.0 0.0 0.0 4 WA -1 222.8 201.2 15.0 180.0 0.0 5 WA -1 263.6 200.8 15.0 180.0 0.0 6 WA -1 306.5 200.3 15.0 180.0 0.0 7 WA -1 259.9 131.3 15.0 0.0 0.0 8 WA -1 209.1 131.3 15.0 0.0 0.0 9 WA -1 168.5 132.3 15.0 0.0 0.0 LUMINAIRE SCHEDULE Description Symbol Avg Max Min Max /Min Avg /Min Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts LITHONIA MRW ARCHITECTURAL ONE 175 -WATT CLEAR 8 WA -1 9 175M FT SCONCE WITH ED -17 METAL HALIDE, LTL11336.ies 12800 1.00 213 r FORWARD THROW HORIZONTAL POSITION. 0 co DISTRIBUTION WITH im Of A N CLEAR, FLAT GLASS LENS. CLEAR LAMP. STATISTICS k) _ - -. Description Symbol Avg Max Min Max /Min Avg /Min COMMONNU 3.2 fc 9.8 fc 0.1 fc 98.0:1 32.0:1 PFA MTY LINE 0. fc 0.3 fc 0.0 fc N / A N / A SURFACE SCHEDULE Reflectances Name Front Back TOWNHOUSES 1 5% 5% TOWNHOUSES 7 -14 5% 5% NOTES: ALL FIXTURES ARE FULL CUTOFF DARKSKIES FLAT GLASS LENS ALL FOOTCANDLE LEVELS ARE MEASURED AT GRADE ALL FOOTCANDLE LEVELS ARE CALCULATED AT INITIAL WITH A 1.00 LLF or b re k) _ - -. cc 6 L)NN CU NQdJ> p a mm ti0 QQ p z 0 r AA 0 co im Of A N or b re ccW CV CUOLOCDZ J p a ti0 QQ p z ti88aimOf A N M O N N O z t i W N 0 W 73 3 A N A W Of J W Ra T C/I J bi F Z O ID J O a ipo W C0 z W J W z0 O Q.r A J cccJJ, N g t 5 LtJ F lil F- F- H w w Q S CL cn PROJECT NO: 5675 INDEX TITLE: C4_ SHEET NO: 4OF8 DATE: DECEMBER 8, 2006 4!IMMwiiMM!i1W1iA. A' wwAks 10 .i4NMAi w: fYwd LIrtUi1 .. frMM•MiwiiNlM•It Mr LIGHTING PLAN BY GRAPHIC SCALE I " =20'ILLUMINATION CONCEPTS RICHMOND, VIRGINIA 0 20 40 60 530 GENERAL NOTES' THE DETECTABLE WARNING SHALLK PROVIDED BY TRUNCATED DOMES. 2. W TM CgTFL E WANaTEOAL SURFAQE 1COVpfRINC THEAFULLA-4 IF ` HE1WRATVEL: OTHF TYPES OF MATERIALERIAL VflTHETI UA D DOMES DETECTABLE WNINNO MAY BE U WITI' THE APPROVAL OF THE ENOMER; TYPE /S 3. SLOPING SIDES OF CJRB RA,yWp WA'Y, BE POURED MONOLITHICALLY WITH RAMP, PERPENDICULAROORORBYUSINGPERMISSIBLECONSTRUCTIONJOP. WITH REQUIRED BARS: 4. I RAMP FLOOR E PRECAST HOLES MUST BE PR VIDED FOR D(rEL BARS SOTHATAOJOWIKiFLAlIEOITCANBECASTINPLACEAFTERPLACEMENTOF PRECAST MSTRP FLOOR. PRECAST CONCRETE SHALL BE gCLASS A-4. 5. D ^S RAMP iAIDdOETH ) RNAPTfL00R. CWMYMUMALONG 6, ARE I0 A ENT F ICURB Ol CUTTER. O CURB RAWS TYP B 7, uRNa RAINS TO,BE L ATED AS SHOWN ON THE PI AS EcT PARALLELMYTENINS R. THEY TO g PROVIDED AT INTERSECTIONS RIgYEN AN AC S5181 ROUT WITHIN THE R T WAy OF A #CiFIWAY F L11Y ccOSSES A RR ARDLOS OF 11 R SIDEWALK IS EXISTING. OSED. 6R P)ONEXISTENT. iH Y MUST LOCAT WIT PE SYRIAN CROSSWALKS SHOW SyyEHCL STpppp Ex µ k HYDRANTS, DR STNlET4, ETC. ACCL S , SRII ROUT S PROVIDENNA E ,CCS ONTINtLU018 )Zr11A 1 .• f' " A (S BE ROENTERED ANC) 31D BY PEOESTRIANNS. 5 B. TIECURR I IE PLACED VA THELM( F1 CROSSWALKALKANQ Z' (.2 THAT THE AT THE CONNECTION OF THE OURS OPENING IS EOdE bF RE41ENT PERPENDICIL TO THE CURB. AT * ,SAME AS TO 0. TTYPpIICAAL1LppCCpONCRETE SIDEWALK I5.4 THICKs WHEN THE ENTRANCE RAOICANNOT TYPE C TRAFFIC, REFEI THE TURNING CO- 14COMMMERRCIAL ENNNTR HEAVY TRUCK E ((HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR . CONC TE DEPTH. 10. N OURB RAMPS fE Ugp IN CONJUNCTION WITH A SHARED USE PATH, TFIE MINMAUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 24" TRUNCATED DOME C- n Q tO O O 'O0 0 00000 VK 0 0 0 0 0 0 0 Q O 0 0 0 0 N 0 0 0 0 0 0 00 O O O O O O O a 4Y0000000Q000000O' e~s v 0 C9 0 0 0 0 0 0 6 0 0 0 0 0 0 an02" /. - 6 XOFBASE MASTER 0 0 0 0 0 0 0 0 00 00000 0 0 0 0 0 00 0 0 0 0 0 0 1 MIN 3L PAY LUTS TRUNCATED DOME DETECTABLE WARNINGDETAILDETAIL SHEET 1 OF 4 CG -12 DETECTABLE WARNING SURFACE REV. 7/05 GENERAL NOTES 203.03 VIRGINIA DEPARTMENT OF TKANVSP00TATK* 510 500 490 470 0 +00 1 +00 2 +00 WATER LINE VERTICAL 1" = 10' HORIZONTAL 1" = 50' 520 510 500 530 1 520 510 11 INST, 2) v" REMO Ni INST 1 1 470 4 1 110 o m v ropes d. . gra a - - - -- -- 0 a 0 58" 0 N THREE fIQ M 1 0 (D exist THREE FE 1 0 COVER REQUIRED In m A CLASS 53 Uj J r DF P 0 cn U7 C3 . aIn VER CEN ERL NE F PIPE 100"62" U n DO Q CI N 701 4.20 T N 72" N U 11 N m In 114" dip sewer lateral um 108" If) 90"6.83 T APPROX.LOCAT ON 6'DI WL 0 H 326"147"104"6.90 T C i8" min 6" DI EXIST.WL CLASS ofi 5 f O W separ tion r q'd. 0 0 o I o E N I 12 min. u) N II cc di san. p exist.pv san.sewer g se arati n 0 ewerI 0 t o - be ee l ac d w i t dip_ - C 0 8 S w 8" SEW C 00 hdpe 4" WL E W. cc LL NIM TO SILT TRAP a O: 0 111E IS S LZ En i2'dIN...._ i Ill q iFILE. _bAPAG SEP RATION cy LL HDM wl D I P l0 2" mi O 0 I w O L - -- N O a NO I o O 00.50%zv a a An O 0 m aD o Ci 15"I p e D o CA v ICI d a 00 0 6.4 N 4-j o v CL C m OD C water M.. N N i N 0 0 n f L L a') 1 4j L 10 - -s. ooE NPE x m C N N H H o to 45 4 Q N N L I N 0 +00 1 +00 2 +00 WATER LINE VERTICAL 1" = 10' HORIZONTAL 1" = 50' 520 510 500 530 1 520 510 11 INST, 2) v" REMO Ni INST 1 1 470 0 +00 1 +00 STORM DRAIN LINE VERTICAL 1" = 10' HORIZONTAL i" = 50' 520 510 500 500 490 490 480 480 470 470 460 NOTE: ORIGINAL 48" RCP 36" CMP WAS INSERTED & GROUTED BETWEEN CONTRACTOR SHALL UNCOVER AND VERIFY INVERT, Lt 9, 500 530 490 520 480 510 470 500 460 490 460 STORM DRAIN LINE VERTICAL 1 10' HORIZONTAL i" = 50' 4 1 110o m v ropes d. . gra a - - - -- -- 0 a 0 58" 0 N THREE fIQ M 1 0 (D exist gr and 37" N -- - . C O 4 4j In m A Cu Uj J r DF P 0 cn U7 C3 . aIn I 48" M 84"100"62" U n DO Q CI N 701 4.20 T N 72" N U 11 N m In 114" um 108" If) 90"6.83 T L - C I I 84" 0 H 326"147"104"6.90 T C Iq 1.0 6" DI W g'ofi f O W 0 HOPE. N 0 0 o I o E ecn N In u) N II cc cc N pN.-g Q I 0 0 0 N. N C C 0 8 S w 8" SEW 00 r, .'" D C 00 4" WL E W. cc LL NIM TO SILT TRAP O: 111E IS S LZ En i2'dIN...._ L'I iFILE. _bAPAG SEP RATION cy LL HDM wl D I P 2" mi O L - -- N 131.9ft of 71 I o00.50%zv a An O aD o Ci 15"I p eO to ICI O W 00 0 6.4 N 4-j oC C water M.. N services 0 0 rr c n L a') 1 4j L 10 - -s. ooE NPE C CD r,AA H H ffNDI cc Q N N L I N C O O rr ++ QI L L Q 0 0 0 C C c t 5 4J 0h @ GQ L ti 1 . @ COQ 0 +00 1 +00 STORM DRAIN LINE VERTICAL 1" = 10' HORIZONTAL i" = 50' 520 510 500 500 490 490 480 480 470 470 460 NOTE: ORIGINAL 48" RCP 36" CMP WAS INSERTED & GROUTED BETWEEN CONTRACTOR SHALL UNCOVER AND VERIFY INVERT, Lt 9, 500 530 490 520 480 510 470 500 460 490 460 STORM DRAIN LINE VERTICAL 1 10' HORIZONTAL i" = 50' 0 +00 STORM DRAIN LINE VERTICAL 1" = 10' HORIZONTAL 1" = 50' 490 0 +00 1 +00 ENTRANCE PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 50' THREE FEET OF COVER REQUIRED OVER CENTERLINE OF PIPE 530 530 520 520 510 510 500 500 490 490 0 +00 SANITARY SEWER LINE VERTRICAL 1" 10' HORIZONTAL 1" = 50' 530 510 500 490 4 1 110o m v ropes d. . gra a - - - -- -- 0 a 0 58" 0 THREE L n N O m exist gr and 37" N -- - . C O N --- -- -- C 0 OVER Uj J r DF P CC cn 86"55'3.16 T 48" M 84"100"62" U n DO Q CI 100"701 4.20 T N 72" N rn °o -m In 114" um 108" C +JL 0 90"6.83 T L - C 8.97 T 84" 0 H 326"147"104"6.90 T C Iq 1.0 6" DI Dies g'ofi 1.96 N Q HOPE. N 0 0 +00 STORM DRAIN LINE VERTICAL 1" = 10' HORIZONTAL 1" = 50' 490 0 +00 1 +00 ENTRANCE PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 50' THREE FEET OF COVER REQUIRED OVER CENTERLINE OF PIPE 530 530 520 520 510 510 500 500 490 490 0 +00 SANITARY SEWER LINE VERTRICAL 1" 10' HORIZONTAL 1" = 50' 530 510 500 490 f 8" D a. ropes d. . gra a - - - -- -- 1 O.D. a 0 58"34"1.49 T THREE L ET OF CO exist gr and 37"60"70" OR 72'41' 36" OVER CENTERLINE r, 48" DF P 51"72"86"55'3.16 T 48"58"84"100"62" U 54" DO Q CI 100"701 4.20 T 60"72" N rn °o -m In 114" um 108"128"90"6.83 T 78"94"126"147"98 "8.97 T 84"100"326" 3 +00 520 510 500 490 520 500 490 470 f 8" D a. I. D. i% 1 O.D. 24"48"58"34"1.49 T THREE F ET OF CO ER EOU RED 37"60"70" OR 72'41'1 2.26 T 36" OVER CENTERLINE 70" OR 72'48" DF P PE 51"72"86"55'3.16 T 48"58"84"100"62"4.27 T 54" DO Q CI 84"100"701 4.20 T 60"72" N rn °o -m In 114" um 108"128"90"6.83 T 78"94"126"147"98 "8.97 T 84"100"326"147"104"6.90 T Iq 1.0 6" DI JWL I N Q N 0 91 ---N In U) + N pN.-g Q I 0 0 C N C C 0 0-, 00 r, .'" D C 00 0 0,47% LU W. 4J a 0 E (n O:EnccCC wl D I P 2" mi separation 131.9ft of 71 o00.50%zv a aD o Ci 15"I p eO to ICI O N N 4-j oC C water line services S O rr n L J 4j L 10 - -s. C H H ffNDI N N 5 +00 6 +00 7 +00 SANITARY SEWER LINE VERTRICAL 1" 10' HORIZONTAL 1" = 50' STONE CONSTRUCTION ACCESS 3" SM -2A ASPHALT TOP 2% COURSE EXISTING 27. PAVEMENT 6" MIN. 21A AGGREGATE BASE PROFILE STONE ASPHALT PAVED CONSTRUCTION rO WASHRACKACCESS EXISTING 27: X292% PAVEMENTj POSITIVE DRAINAGE MUST EXTEND FULL - O TO SEDIMENT WIDTH OF INGRESS j TRAPPING DEVICE AND EGRESS OPERATION PLAN 27 POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE SECTION A -A NOTE: A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIAMETER OF 1.5" E PAVED WASH RACK Not to Scale 90' TYP NOTE 1. ANTI - VORTEX DEVICE (CAP AND RISER) MANUFACTURED IN ACCORDANCE WITH ASTM C478. 2. DIMENSIONS SUBJECT TO PERMISSIBLE VARIATIONS OF ASTM C478. 3. INLET AREA (AREA BETWEEN DEVICE I.D. AND RISER O.D.) IS GREATER THAN OUTLET AREA (AREA OF RISER I.D.) A. SLAB REINFORCEMENT TO BE ASTM A60 04 BARS B B" E.M. CIRCUMFERENTIAL REINFORCEMENT TO BE Asc - 1 ! 0.150 2x6 W2.5 x w2.5 WWF MINIMUM. MATERIAL PROPERTIES: fy - 60 ksi. fc - 4 ksi. CONCRETE COVER OVER REINFORCEMENT (CCOR) - i UNLESS NOTED 5. DI -1 FRAME 6 GRATE IS AVAILABLE FOR 48" I.D. RISERS AND LARGER. RISER f 8" D a. I. D. i% 1 O.D. 24"48"58" 5 +00 6 +00 7 +00 SANITARY SEWER LINE VERTRICAL 1" 10' HORIZONTAL 1" = 50' STONE CONSTRUCTION ACCESS 3" SM -2A ASPHALT TOP 2% COURSE EXISTING 27. PAVEMENT 6" MIN. 21A AGGREGATE BASE PROFILE STONE ASPHALT PAVED CONSTRUCTION rO WASHRACKACCESS EXISTING 27: X292% PAVEMENTj POSITIVE DRAINAGE MUST EXTEND FULL - O TO SEDIMENT WIDTH OF INGRESS j TRAPPING DEVICE AND EGRESS OPERATION PLAN 27 POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE SECTION A -A NOTE: A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIAMETER OF 1.5" E PAVED WASH RACK Not to Scale 90' TYP NOTE 1. ANTI - VORTEX DEVICE (CAP AND RISER) MANUFACTURED IN ACCORDANCE WITH ASTM C478. 2. DIMENSIONS SUBJECT TO PERMISSIBLE VARIATIONS OF ASTM C478. 3. INLET AREA (AREA BETWEEN DEVICE I.D. AND RISER O.D.) IS GREATER THAN OUTLET AREA (AREA OF RISER I.D.) A. SLAB REINFORCEMENT TO BE ASTM A60 04 BARS B B" E.M. CIRCUMFERENTIAL REINFORCEMENT TO BE Asc - 1 ! 0.150 2x6 W2.5 x w2.5 WWF MINIMUM. MATERIAL PROPERTIES: fy - 60 ksi. fc - 4 ksi. CONCRETE COVER OVER REINFORCEMENT (CCOR) - i UNLESS NOTED 5. DI -1 FRAME 6 GRATE IS AVAILABLE FOR 48" I.D. RISERS AND LARGER. RISER ANTI - VORTEX CAP NOTCH DIAMETER APPROX. WEIGHI. D.O.D.I.O.1 O.D. 24"30"48"58"34"1.49 T 27"331 60"70' OR 72'371 2.28 T 30"37"60"70" OR 72'41'1 2.26 T 36"1 44"50"70" OR 72'48"2.22 T 42"51"72"86"55'3.16 T 48"58"84"100"62"4.27 T 54"Bel 84"100"701 4.20 T 60"72"96"114"76"5.48 T Be"801 96 114"84 5.39 T 72"86"108"128"90"6.83 T 78"94"126"147"98 "8.97 T 84"100"326"147"104"6.90 T SECTION Technical Manual page 14.1 ORIGINAL 02 -01 -95 RICH PRECAST ANTI - VORTEX DEVICE DATE LAST CAP AND RISER) REVISION SCALE 3/8 - 1' -0" HANSON CONCRETE PRODUCTS TOP - MOJECT # - DRAW III 2900 Terminal Ave O Richmond, Virginia 23234 O 804- 233-547 ST-0847-63 ti lr tx W Cu 09 O L) W a 1= z o a C/) j ti'h'p 3C A 8 a M N M 0 N t : zo ILI Ia F- Z U W ; O 3 In 40 A C4 O O J I- U) Z J co ' * O o N Q u, W H W I w U) H W E4 I V l NON 1-+-1 a J F- W H J H H U w a U) PROJECT NO: 5675 INDEX TITLE: Cwww5 SHEET NO: 5OF8 DATE: DECEMBER 8, 2006 O 0 a Q O a; T Q 00 -- 0 2r Q N 1 d - h sbprtiwaarc ti lr tx W Cu 09 O L) W a 1= z o a C/) j ti'h'p 3C A 8 a M N M 0 N t : zo ILI Ia F- Z U W ; O 3 In 40 A C4 O O J I- U) Z J co ' * O o N Q u, W H W I w U) H W E4 I V l NON 1-+-1 a J F- W H J H H U w a U) PROJECT NO: 5675 INDEX TITLE: Cwww5 SHEET NO: 5OF8 DATE: DECEMBER 8, 2006 540 530 520 510 500 540 530 520 510 500 490 PLAN -- - -- --- - -- r• ANTI- VORTEX CAP O.D. I O 0VQO 00 -- 1 Iti O Q O 0 N 11 C C 00 1-4-14 W ++to EN CE 6" DI JWL N Q N Q In N N 0 0 C C 0-, D a :- - -- 0 0,47% DI 540 530 520 510 500 540 530 520 510 500 490 PLAN -- - -- --- - -- r• ANTI- VORTEX CAP O.D. I VICINITY MAP SEQUENCE OF CONSTRUCTION 1. INSTALL CONSTRUCTION ENTRANCE 2. INSTALL SILT TRAP 3. INSTALL SILT FENCE & DIVERSION DIKES 4. INSTALL COFFERDAM WITH SAND BAGS OR CLEAN AGGREGATE COVERED WITH POLYETHYLENE 5. PUMP ANY STANDING WATER DOWNSTREAM OF COFFERDAM TO STORMSEWER SYSTEM 6. PUMP UPSTREAM OF COFFERDAM TO DIVERT CLEAN WATER TO EXISTING STORM SEWER 7. MUCK OUT AREA BETWEEN COFFERDAM & EXISTING PIPE 8. DRY SILT ON UPHILL SLOPE PROTECTED BY SF Top of Berm: 482.4 1 Top of Weir: 481.4 1 \ \ \ \ Berm Width (ft) 2.5 \ 1 1 1 \ Bottom: 42x5' General construction notes for Erosion and Sediment Control Plans I. The plan approving authority must be notified one week Prior to the pre - construction oonferonae, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. Z. AN erosion and sediment control measures wiN be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations. 3. AN erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan sbaN be maintained on the site at ON tans&. 5. Prior to oommencing land disturbing activities in areas other than indicated on these "a Imckiding, but not limited to, off - site borrow or waste a•easl the contractor shall submit a supplementary erosion control plon to the owner for review and approval by the plan Waving authority. 6. The contractor is responsible for Installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving author 7. AN disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dswatering operations, water will be pumped into an approved filtering device. 3. The contractor shoN inspect aN erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. AN fiN material to be taken from on approved. designated borrow area. 11. AN waste materials sholl be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish. and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. AN inert materials aholl be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow. fill or waste activity involving industrial-type power equipment shall be limited to the hours of 7:00an to 3:OOpm. Weir Length (ft): 6.0 \ APPROX. LOCATION COUNTY Weir Height ft : 2.4 ` \ \ \ \ PROJECT BMP ACCESS ROAD RS CONSTRUCTION ROAD STABILIZATION F SILT FENCE P INLET PROTECTION B SEDIMENT BASIN P OUTLET PROTECTION D TOPSOILING 5 PERMANENT SEEDING J MULCHING___ 3.18 3.3U EXCAVATE TO GOOD SOIL & BACKFILL WITH 3.32 3.35 3.39 Silt Trap ORIGINAL 48" RCP 10.INSTALL STRUCTURE #2 ON EXISTING PIPE Drainage Area (ac):1.0 INSTALL STRUCTURE #1 WITH CONNECTION TO #2 GROUTED BETWEEN Wet Storage Reg cy 67.0 ADEQUATE BEDDING IS PROVIDED BELOW NEW PIPES & Dr Storage Re cy 67.0 12.INSTALL CIP AT STRUCTURE #1 Total Storage Req (cy):134.0 CLEAR & GRUB SITE 14. Elev.Area Vol Vol OF STORM SEWER SYSTEM & UTILITIES (STRUCTURE #4 5A C f) (Cy) Low Point 475.0 232.0 43'x6' I: i Side Slope WHEN SITE IS STABILE. REMOVE ST. BACKFILL & INSTALL 3 -4 0.21 Bottom of Weir:479.0 703.4 1870.8 69.3 2:1 Side Slope 0.17 Top of Weir:481.4 1 0 2268.5 84.0 9.EXCAVATE TO GOOD SOIL & BACKFILL WITH NOTE: 2 AGGREGATE AS NECESSARY ORIGINAL 48" RCP 10.INSTALL STRUCTURE #2 ON EXISTING PIPE 36" CMP WAS INSERTED & 11.INSTALL STRUCTURE #1 WITH CONNECTION TO #2 GROUTED BETWEEN A GEOTECHNICAL ENGINEER WILL BE NEEDED TO INSURE CONTRACTOR SHALL UNCOVER ADEQUATE BEDDING IS PROVIDED BELOW NEW PIPES &AND VERIFY INVERT STRUCTURES) DM 12.INSTALL CIP AT STRUCTURE #1 DM 13.CLEAR & GRUB SITE 14.GRADE SITE, INSTALL RETAINING WALLS, REMAINDER WBx6Tapping OF STORM SEWER SYSTEM & UTILITIES (STRUCTURE #4 5A MUST DRAIN TO SILT TRAP Sleeve 6 Valy C 15.PERMANENT SEEDING ROUTE 1 16.WHEN SITE IS STABILE. REMOVE ST. BACKFILL & INSTALL 3 -4 I I I Iapl I I I O 1 1 1 / / / /// / 1 1 1 1 1 1 1 1 \ I 1111 1 1/I 1 Illll / / I 1 01 \111 111 DRAINAGE, SWM & GRADING EASEMENT//' 111111111 1 J _ L jllllllli J IRON 11111111/ T 1 1 1 1 1 1 1 1 1 1 IRO F IIII 1 1 1 1 1 I /I,TOn •_ I 9,wt ' ' 1 TAX MAP 61W PARCEL 03 -14A CRIT - VA INC. D.B. 1977 - 503 PRESENT USE : APARTMENTS ZONED: PAD 17. REMOVAL OF EC MEASURES ,' 1 I I y I I 18. FILTERRA UNITS TO BE ACTIVATED BY FILTERRA PERSONNEL t i. 111:111 TAX MAP 61W 1 PARCEL OPEN SPACE TURTLE CREEK CONDOMINIUMS D.B. 987 - 372 \ \ \ \ \ .\ \ .\ PRESENT USE : APARTMENTS \ \ \ \ \ l \ ZONED : R -10 SANITARY SEWER STRUCTURES KEY TOP *N. IN W. INV. OUT A 513AD Goo a6 8 614.44 603.63 600.32 C 513.x6 610.30 D 515.04 510.44 STORM DRAINAGE STRUCTURES NO. TYPE L TOP INLET ON. IN 1 01-7 4x6.00 2 01-7 403.00 47x.1 3 E8-1 FILTERRA S I STRUCTURE 5 DI3AA 2.5 513A 506.x6 a DM a 513.67 7 DM 515AO 8 DM 6 61x.13 Q; NEW RETAINING WALL rs,` - GRADING EASEMENT I _ 1 D.B. 3303 -549 to 552' I I - 5.( L 30' DRAINAGE EASEMENT 11 ©ny _ LL11•Il I J ul unMulllu U n...U1VJ I nun_. I lul`iI i FILTERRA INTERNAL FILTERRA S I STRUCTURE L x W (FT)DRAINAGE NEW X ID DIMENSIONS AREA AC) MH SSEWER MANHOLE APPROXIMATE LOCATION EXISTING 8" WWATERLINE W W WW WWBx6Tapping 5A 4x6 Sleeve 6 Valy C 0.06 DRIVE STATE R ROUTE 1 5B 4x8 0.21 6A 6x4 0.17 6B 6 x 4 0.17 IRON i CONVERT EXISTING DI TO DI -1 SIfEBENCHMARK / TOP OF DROP INLE i ELEVATION - 5 513 ®• U.S.G.S. DA.Tl1M' loot NEW a ed di- 3b - TOP 516.71 P © /INV. 510.91 cc S EXISTING 8" PVC S TARY.\SEWER EXISTING SANITARY S -ZSEWERMANHOLEZ W XW \W ---- -- To Existing Fire Hydrant 100' Dkstant 11 ©ny _ LL11•Il I J ul unMulllu U n...U1VJ I nun_. I lul`iI INV. 510.22 S I S _ S SS S SS SS NEW XXISTING SANITARY MH S SEWER MANHOLE APPROXIMATE LOCATION EXISTING 8" W WATERLINE W W WW WWBx6Tapping Sleeve 6 Valy CCOMMONWEALTH D DRIVE STATE RROUTE 1131 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons. physical damage to adjacent fond and improvements, and damage to any public street N Z Q because o slidea, sinking, or collapse. ' Q 16. The developer 0411 reserve the right to InstoN, maintain, remove or convert to permanent stormwater management facilities where "able all erosion control U Q measures required by this plan regardless of the sale of any let, unit, buildug or (L j other portion of the property. V 17. Temporary stabilization shah be temporary seeding and mulching. Seeding is to be at 75 Nu /acre, and in the months of September to February to consist a c 50/50 mix of Annual Ryegro&s and Cereal Winter Rye, or in March and April to N consist of Annual Rye. or May through August to consist of German Millet. Straw mulch is to be applied at 80lba/1000. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization &hall be time and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 30Nu 11000&f. incorporated into the top 4 -6 inches of sod. Fertilizer *bell be applied at ` \ y IOOONu /acre and consist of a 10 -20-10 nutrient mix. Permanent seeding " be ° e applied at 180lbs /acre and consist of 351 Kentucky 31 or Toll Fescue and 0-51 deGdwns. atiwe Perennial Ryegrass or Kentucky BNegro&s. Straw mulch is to be applied at spa er 801ba/1000. Alternatives are subject to approved by the County erosion control inspector. 13. Maintenance: AN measures are to be inspeoted weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 501 of the wet storage volume is filled with sediment. AN seeded areas are to be reseeded when necessary to achieve a good stand of gross. Sill fence and diversion dykes which are ZP cc collecting sediment to balf their height must be cleaned and repaired immediately. w N 20. AN temporary erosion and sediment control measures are to be removed 1 7 2 o Qwithin30daysoffinalsitestabilization. when measures are no longer needed, subject to approval by the County erosion control inspector. Z ZXZ ° oN 4 =QQOfvh,O i 5 a at A N i1 01 \ N N II I zoLINEII '"" #6 A RFROM \ I I Cl) < at <at I 1 OWNER: HURT INVESTMENT CORP. W Z ~ 1 Commonwealth Townhouses N46 '55' 39 "E I Mr /2d Control Narrative W 27 . 94 'I PROJECT DESCRIPTION PK NAIL1 / The purpose of this plan is to grade the site for 14 townhomes and parking lot. A 1 / EXISTING SITE CONDITIONS v ZTheexistingsiteispresentlycoveredwithdensegrasses. weeds, under brush of various ; kinds and trees of various species. The average slope of the land ranges from 2 to 40 Ofpercent. Sedimentation controls will be constructed at points as shown on the attached plan ; and /or described in this report. ADJACENT PROPERTY < I / The area to the North of the site is currently undeveloped. cTheareatotheEastofthesiteiscurrentlyoccupiedbyTrophyChaseApartments. gt N io 1 I / The area to the South of the site is currntly occupied by State Route 1315 (Comonwealth Drive) . 1 I / The area to the West of the site is currently occupied by Turtle Creek Condominiums. ONSITE AREAS ^ ^ ^ ^ I / There will be 1.0 acres of disturbed land for this project. o o OFFSITE AREAS NOffsiteareascontributingwastemusthaveapprovederosioncontrolplans. A SOILS The soil in this area consist of Udorthents loamy. I CRITICAL EROSION AREAS. I This project anticipates no difficult erosion problems caused by the new construction. I EROSION AND SEDIMENT CONTROL MEASURES z J I I Unless otherwise indicated, all vegetative and structural erosion and sediment control 0 practices will be constructed and maintained according to minimum standards and - specifications of the Virginia Erosion and Sediment Control Handbook (VESCH) . <1 tt STRUCTURAL PRACTICES W ' u 1 1. Construction Entrance- 3.02 L E „I A temp stone construction entrance shall be installed at the entrance to the project. Z x N !e ^ ^ s cc 2. Silt Fence- 3.05 0 0 ^ i I A temporary sediment barrier consisting of a synthetic filter fabric stretched across and r--+ < `O N attached to supporting posts and entrenched. U) a _I 3. Inlet Protection - 3.07 0-4 I 20 A sediment filter or an excavated impounding area around a storm drain drop inlet or curb > oIinlet. Inlet protection Shall be installed on the inlets immediately after installation to W ^ r •I `•' ; 'f.' I ASTAXMAP61WPARCEL03 -15 prevent sediment compromia Ningthecapacityoftheculvert. 4. Temporary Sediment Trap - 3.13 < 0 QCRIT - VA. INC. A small pondin area, formed by construction an earthen embankment with a stone outlet across 0 3 D.B. 1977 - 503 a drainsqa swale. a N PRESENT USE APARTMENTS 5. Outlet Protection - 3.18 ZONED: PAD Riprap channel and /or stilling basins below storm drain outlets. Outlet protection shall be < j w Iin on the outlet pipe as shown on the EGSC plan immediately after installation.VEGETATIVE PRACTICES W .I I i. Temporary Seeding - 3.31 cc Establishment of temporary vegetative cover on disturbed areas by seeding with appropriate 1 DUMPSTER a rapidly growing plants on sites that will not be brought to final grade for periods of 30 i ITH MASONRY a days to one year. German Millet at 50 lb. /ac., Weeping Lovegrass at 3 lb. /ac., Korean ENCLOSURE 1 Leap adeza at 25 lb. /ac. 1 NTempora seeding shall be fertilized. Fertilizer :hall be applied at a rate of 600 - N M a / lbs /acre of 10 -20 -10 accordin to the handbook. The builder may save considerable funds by having the soil tested by VA TECH (kits are available at the extension office and the test costs $6.00) 2. Mulch 3.35I •I ' w = Organic mulch shall be used in conjunction with seeding operations and shall be applied at j > M / a. the rate of 2 tons /acre. a: 3. Dust Control- 3.39 t II m / l Oust control Measures shall be utilized throughout this site when necessary. Typical w > I / c measures include but are not limited to, irrigation, temporary seeding barriers. These o measures will aid in the prevention of harmful airborne substances as well the effects ofL• wind erosion. MANAGEMENT STRATEGIES UJ 1. Construction should be sequenced so that grading operations can begin and and as O cc q2uickly as possible. Sediment trapping measures shall be installed as a first step in grading and shall be .h cD seeded and mulched immediately following installation. H 3. The job superintendent shall be responsible for the installation and maintenance of all arosion and sediment control practices. aa4. Temporary seeding or other stabilization will follow immediately after gradin STORMWATERwMANAGEMENT t to be disturbed will be clearly marked by flaps, signs, a t . i - N / / Z There will be a net increase in peak runoff as a result of proect development. The County Z H regpional basin will attenuate peak flows and improve water qua itPERMANENTSEEDING y f i - (n All areas disturbed by construction will be stabilized with permanent seeding immediately X following finish grading. Permanent Seeding will be done with Kentucky 3i Tall Fescue according w to Std. & Spec. 3.32 of The Virginia Erosion C Sediment Control Handbook. 10 -20 -10 fartilizer C) shall be applied at the rate of 1000 lb /ac and lime at 2 tons /ac. Permanently seeded areas6, 1 tlhall tected during establishment with straw mulch (2 tons /ac). MAINTENANCE w to In general, all erosion and sediment control measures will be checked weekly and after eachsignificantrainfall. The following items will be checked in particular: ai) The sediment traps will be cleaned and maintained according to the Va. E 9 SC Handbook. 1 .42AllgraveloutletswillbeCheckedregularlyforsedimentbuildupwhichwillprevent 1 /d If the gravel is clogged by sediment, it shall be removed and cleaned or C> 3) Silt fence will be checked regularly for undermining or deterioration of the fabric and repaired as required. Sediment shall be removed when the level of sediment deposition LD reaches half way to the top of the barrier. U 4) All seeded areas will be checked re ularly to see that a good stand is maintained.1 \ N Areas should be fertilized and reaeeda as needed.L - _ MS -1 Stabilization of Denuded Areas and Soil StockpileslNUPermanentortemporarysoilstabilizationmustbeapplied to denuded areas within seven 1 X -_ I days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade, but to _ Ln will remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall w ti applied to areas that are to be left dormant for more than one year. Soil stabilization refers to measure which protect soil from the erosive forces of raindrop wimpactandflowingwater. Applicable practices include v :getative establishment. mulching, J IR N and the early application of gravel base on areas to be paved. Soil stabilization measures ~-i Jshouldbeselectedtobeappropriateforthetimeofyear, site conditions and estimated _x, duration of use. HMS -4 Timing and stabilization of Sediment Trapping Measures Sediment basins and trapps, perimeter dikes, sediment barriers and other measures intended U ~ to trapp sediment shall be constructed as first step in any land - disturbing activity and w l- shall be made functional before up -slope lend disturbance takes place. 0 wMS- 5 Stabilization Measures Stabilization measures shall be lipplied to earthen structures such as dales, dikes and Q NU) diversionsImmsdiatelyafterinstallation. MS- 17 Vehicle Access Where construction vehicle access routes intersect paved public roads, provisions shall be PROJECT NO: 5675 O r _ made to minimize the transport of sediment by (vehicular) tracking onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling INDEX TITLE:or sweeping and transported to a sediment control disposal area. Street washing shall beSSSSallowedonlyaftersedimentisremovedinthismanner. This provision shall apply toEXISTING10" PVC SANITARY SEWER individual subdivision lots as well as to larger land disturbing activities. DOGHOUSE MH NS -18 Disposition of Temporary Measures All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless W W W W otherwise authorized by the local program administrator. Trapped sediment and the C6 disturbed soil areas resulting from the disposition of temporary measures shall be Permanently stabilized to prevent further erosion and sedimentation. IF GRAPHIC SCALE 1 " =20' fe GRAPHIC SCALE v 1 " =20' SHEET NO: 60F8 0 20 40 60 0 20 40 60 DATE: DECEMBER 8, 2006 CURB INLET nLTERRA QLLLLLLL LL PLAN VIEW sums FILTERRA 7THF4A "1Tm7 /L 7GUTTER FLOW GUTTER THR TE AT FLOW DEPRESSED, GUTTER AT FILTERRA BYPASS CURB INLET OPENING ELEVATI ANDARD TRANSITION FROM 18 AND STANDARD TO GUTTER DEPRESSED TYP GUTTER FILTERRA CURB CUT, GRATE INLET, 4RD TRANSITION FROM ND STANDARD TO TER DEPRESSED YP) GUTTER (TYP) _ Now FILTERRA THROAT UTTER Low GUTTER CURB CUT, GRATE INLET, FLOW DRAINAGE DITCH, OR OTHER FORM OF LOWER ELEVATIONPRESSEDGUTTERATFILTERRABYPASSRELIEF 20AT OPENING (TYP) PLO dp IN P OTLIMS a T AVAILABLE IN TIF FILE FORMAT ELEVATION VIEW DATE: 05 -09 -05 DWG: FLR -2 Lll%LIL.SL.AS d FILTElN1A PIOTYPICAL FLO'wLINE filleaRELATIONRNIPFOR REQUIRED EFFE;MVZ I"Aii US PAT 6.277.274 AND U89,32 filterra Filterra Standard. Plan Notes Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a minimum 6-inch gravel base matching the final grade of the curb line in the area of the unit. The unit to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the internal wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non- shrink grout, butyl rubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authorized dealer) will remove these sections at the time of activation. Backfilling should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra unit shall conform to ASTM specification C891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. Curb and gutter construction (where present) shall ensure that the flow -line of the Filterra units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar Failure to comply with this guideline may causefailureand/or damage to the Filterra environmental device. Or1.'?i05 www.fiterra.com ltrf r r ;; CAST -IN -PLACE CURB AND PRECAST TOP SLAB GUTTER ON EITHER SIDE OF FILTERRA (BY CONTRACTOR) d — - --_ a - - _ 1 _ • I 4" MIN / 6" MAX a CLEAR THROAT OPENING CAST -IN -PLACE DEPRESSED GUTTER AT THROAT OPENING ° BY CONTRACTOR) TRANSITION TO DEPRESSED I THROAT PROTECTION DEVICE GUTTER AT THROAT OPENING • I 1 DO NOT REMOVE - LEAVE 1 L `' •. IN PLACE UNTIL SITE IS 4 DOWEL BARS O 12" O.C. BY AMERICAST i i STABILIZED AND FILTERRA TO BE BENT AS NECESSARY BY CONTRACTOR IS ACTIVATED PRIOR TO INSTALLATION OF FIELD POURED GUTTER * •. U . .. PRECAST 80X WALL IMPORTANT FILTERRA FLOWLINE MUST SECTION VIEW BE AT A HIGHER ELEVATION FILTERRA THROAT OPENING THAN BYPASS NE DROP INLET ORR OTHOTHER) DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 02 -23 -05 owG: CGT -3 RLTERRAO THROAT OPENING fifterraANDGUTTERORFLUMEDETAILUSPAT6,277,274 AND 6,360,321 fitterrd Activation A. Activation of the Filterra unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. L— INLET SHAPING FLUME (CROWNED AND SLOPED FLTERRA THROAT FLUME (SLOPED TOWARD FILTERRA THROAT) OUTLET PIPE ToWWID FILTERRA THROATS)OPENING 6 x 4 FILTERRA PRECAST 4 " MIN PRECAST FILTERRA THROAT FILTERRA PVC 8 x ON MAX TOP SLAB (TYP)GUTTER iRAMSITION OPDG0 TOP SLAG 4"SDR -35 CURS 8 x To PROVIDE POSRNE 8' -0"6' -0"1)4x4 4" M. DPAN44E TO THROAT 10 x 10' -0"6' -0"1)4x4 6"SDR -35 PVC 12 x 6 12' -0"6' -0"2)4x4 6"SDR -35 PVC r 'CAST —IN —PLACE 5 r ` .e, MAX FLUME « GUTTER PRECAST DOWELF0.TERRA Sox WALL 1 CAST — N4 —PLACE GUTTER TRANSITION To PROVIDE POSITIVE ORANMGEOW)FLUME a GUTTER ;DOWEL TMp) T FILTERRA TO THROAT OPENN40 SOX WALL SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN CAST -IN -PLACE CURB AND PRECAST TOP SLAB GUTTER ON EITHER SIDE OF FILTERRA (BY CONTRACTOR) d — - --_ a - - _ 1 _ • I 4" MIN / 6" MAX a CLEAR THROAT OPENING CAST -IN -PLACE DEPRESSED GUTTER AT THROAT OPENING ° BY CONTRACTOR) TRANSITION TO DEPRESSED I THROAT PROTECTION DEVICE GUTTER AT THROAT OPENING • I 1 DO NOT REMOVE - LEAVE 1 L `' •. IN PLACE UNTIL SITE IS 4 DOWEL BARS O 12" O.C. BY AMERICAST i i STABILIZED AND FILTERRA TO BE BENT AS NECESSARY BY CONTRACTOR IS ACTIVATED PRIOR TO INSTALLATION OF FIELD POURED GUTTER * •. U . .. PRECAST 80X WALL IMPORTANT FILTERRA FLOWLINE MUST SECTION VIEW BE AT A HIGHER ELEVATION FILTERRA THROAT OPENING THAN BYPASS NE DROP INLET ORR OTHOTHER) DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 02 -23 -05 owG: CGT -3 RLTERRAO THROAT OPENING fifterraANDGUTTERORFLUMEDETAILUSPAT6,277,274 AND 6,360,321 fitterrd Activation A. Activation of the Filterra unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. L— INLET SHAPING I (BY OTHERS) A I CURB (BY OTHERS) PLAN VIEWSDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST NOT SHOWN TREE FRAME do GRATE CAST IN FOR CLARITY) GALVANIZED CAST IN TOP SLAB TOP SLAB ANGLE NOSING TOP SLAB CURB AND GUTTER INTERLOCKING JOINT (TYP) ( BY OTHERS) STREET m N I DOWEL BARS O 12" O.C. FILTER MEDIA PROVIDED BY AMERICAST MULCH PROVIDED BY AMERICAST , UNDERDRAIN SYSTEM 10 BY AMERICAST SECTION A -A DESIGNATION L W QTY G SIZE OUTLET PIPE A 4' -0" 6 x 4 1 LL 1) J 4" I I 1 I (BY OTHERS) A I CURB (BY OTHERS) PLAN VIEWSDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST NOT SHOWN TREE FRAME do GRATE CAST IN FOR CLARITY) GALVANIZED CAST IN TOP SLAB TOP SLAB ANGLE NOSING TOP SLAB CURB AND GUTTER INTERLOCKING JOINT (TYP) ( BY OTHERS) STREET m N I DOWEL BARS O 12" O.C. FILTER MEDIA PROVIDED BY AMERICAST MULCH PROVIDED BY AMERICAST , UNDERDRAIN SYSTEM 10 BY AMERICAST SECTION A -A DESIGNATION L W QTY G SIZE OUTLET PIPE OUTLET 4' -0" 6 x 4 6' -0"4' -0"1)3x3 4"SDR -35 PVC 8 x 4 8' -0"4' -0"1)3x3 4"SDR -35 PVC 8 x 6 8' -0"6' -0"1)4x4 4"SDR -35 PVC 10 x 6 10' -0"6' -0"1)4x4 6"SDR -35 PVC 12 x 6 12' -0"6' -0"2)4x4 6"SDR -35 PVC DRAWING AVAILABLE IN TIF FILE FORMAT. DATE 12 -22 -04 DWG: FTNW -2 /oPREC"T FILTERRA® UNIT NARRow wIDTH CONRIGURATION fiftefm CopyeiNYt O 2004 by Atirlont0»Ai 1lOIIOM US PAT 6,277,274 AND 6.56!1.321 so 6» W r 6 . T- 1 I A J 1 1 I 1 1 1 I I I I 1 I I I 1 I L-------------------------- L m PLAN VIEW 1.L INLET SHAPING A (BY OTHERS) SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST OUTLET PIPE LOCATION VARIES) CURB (BY OTHERS) TREE FRAME PLANT AS SUPPLIED CLEANOUT COVER & GRATE BY AMERICAST GALVANIZED CAST IN TOP SLAB CAST IN (NOT SHOWN ANGLE NOSING TOP SLAB TOP SLAB FOR CLARITY)CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) STREET m N M DOWEL BARS O 12 O.C. MULCH PROVIDED BY AMERICAST io UNDERDRAIN SYSTEM FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST SECTION A -A Maintenance A. Each correctly installed Filterra® unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this service is to be included in the price of each Filterra® unit. Extended maintenance contracts are available at extra cost upon request. B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads including salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each maintenance visit consists of the following tasks. 1. Filterra unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. www.fllterrLCOM s, ;.; ;, Q r ; -- DESIGNATION L W QTY do SIZE OUTLET PIPE 4 x 6 4' -0"6' -0"1) 3x3 4" SDR -35 PVC 4 x 8 4' -0"8' -0"1) 3x3 4" SDR -35 PVC 6 x 8 6' -0"8' -0"1) 4x4 4" SDR -35 PVC 6 x 10 6' -0"10' -O"1) 4x4 6" SDR -35 PVC 5 x 12 6' -0"12' -0"2) 4x4 6" SDR -35 PVC DRAWING AVAILABLE IN TIF FILE FORMAT DATE: 12 -22 -04 DWG: FTNL -2 G)d 1 LSLi SG J U® NARROWLEITH CCONFIGum fitteffa I C49yd& C 2004 by Ammi" IIIM ATLAMM MOWN US PAT 6,277.274 AND 6.560.321 0416 , Al0 W Q n i c U J VO h' = A 8 a 08. t N I I I m - ^-\ Q QdJ> a m r A N 0 B A as sic W Q n i c U J VO h' = A 8 a 08. t N I I I W5 H A I a x V4 F a w J I— Iii J-- W O W a v PROJECT NO: 5675 INDEX TITLE: C7 SHEET NO: 7OF8 DATE: DECEMBER 8, 2006 DRAINAGE DITCH, OR OTHER FORM OF LOWER ELEVATION BYPASS RELIEF PLAN VIEW ELEY 'A' MUiT HIGHER THAN ELEY'S' ELM 'A' M11sT K HIGHER THAN ELEV V RX A asN Z Z o 5 W5 H A I a x V4 F a w J I— Iii J-- W O W a v PROJECT NO: 5675 INDEX TITLE: C7 SHEET NO: 7OF8 DATE: DECEMBER 8, 2006 DRAINAGE DITCH, OR OTHER FORM OF LOWER ELEVATION BYPASS RELIEF PLAN VIEW ELEY 'A' MUiT HIGHER THAN ELEY'S' ELM 'A' M11sT K HIGHER THAN ELEV V RX TYPI Krnob and gn 6* arge9ed Not 10 Bates Amw 4.0` t A Shown Free Dr k*v Bodo Pwoad -- b 1'0 Deplh Behind Wal Ptrf. Drain Pips With Sock or as specified by wv-) Ground Level Mcu 9 O N L 2 LL vr a 0O CL 0LQ QN O L O t- ty A It 400to 0r i 0t d r 0ns gc O to r LCh W Ud 0 J L IL U 1..1 uv 3' FORCE PROTECTION INSTALLATION PROCEDURE METAL RASING POST EMBEDDED POST PROTECTED W/ 2 PART EPDXY DIP POST WIDTH 1" MIN 2 1/2" MOUNTING DETAIL Depth 1MeehedIftne leveling Pact TYPICAL GRAVITY WALL 4I GRAVITY BLOCK Drawirg Not to Scale Boller 40'# 14 A Shawn a y.. ;•. 64. 1 WVaN Height Free Draining Backf& Placed to I'-0° Deplh Behind A61 Pad Drain Pipe wiilh sock or as "calcined by sung.) Ground Level D*M ate Wehed St" t_ewbV Pad Termination End 3/4" Galvanized Cable 1) Install threaded termination end on one end of the cable. See "Assembly /nstrucWns" sheet• 2) Thread cable with termination end through all the blocks. NOTE: THE CABLE SHOULD BE PLACED IN EACH COURSE OF BLOCK BEFORE ADDING THE NEXT COURSE. 3) Pull the cable through the block untill approximately 2" of threads protrude beyond the end of the block. This will allow you to place the 5/8" x 6" x 9" steel plate over the exposed threads and start the nut. 4) Next, at the other end of the wall mark & cut the cable so that 4" of cable protrudes beyond the block. This will allow enough room to install the 5/8" x 6" x 9" steel plate and ferrule termination fitting. 5) After the cable has been cut, slide the entire cable several feet towards the ferrule end so that you will have room to install the steel plate and ferrule termination end. See Wedue a Fwyft Assembly Instruction" Sheet 6) Next, pull the cable snug so that the ferrule is against the steel plate. This should give you two inches of thread exposed at the other end of the wall. 7) Place the steel plate over the threads and start the nut. You can then snug the nut to any desired tension. PERFORMED OR CORE DRILLED POST HOLE . TOP FINISHED EMBED DEPTH +1 /2*TYP 4 1/2" T I _ NON- METAUC — EXPANDING GROUT 31a79S00 t^ ASd15nnh 115 3 t 7hr E6b'C KL ofAGrwal Ra/R Redi -Rock InternationalCHECKM QdJ Force Protection Installation 016Q 0 to V f N on WV @lock D TAi,.. A ren Gsotexble Fabric Qd reQuirod} Krwb and hft e mm C*olextih Fabric if required) tiQ W N A N QdJ 016Q 0 to V f N J o Q J A r w r p Grti8C tiQ xin 4 o c $ o0 OZ c o r F• J 2 W N A t; O ix < " N N W t W 1- C; x U O 1 A W Gd 70+ 6i J f- LtJ H H U ~ Uj o a cn PROJECT NO: 5675 INDEX TITLE: C8 SHEET NO: 8 of 8 DATE: DECEMBER 8, 2006 SAFETY RAIL AT TOP OF WALL W N A N Q0 to f N J O Q J z xin 4 o c $ o0 OZ c o r F• J 2 W N A t; O ix < " N N W t W 1- C; x U O 1 A W Gd 70+ 6i J f- LtJ H H U ~ Uj o a cn PROJECT NO: 5675 INDEX TITLE: C8 SHEET NO: 8 of 8 DATE: DECEMBER 8, 2006 SAFETY RAIL AT TOP OF WALL A N 0 N O C ? W A 3 k xin 4 o c $ o0 OZ c o r F• J 2 W N A t; O ix < " N N W t W 1- C; x U O 1 A W Gd 70+ 6i J f- LtJ H H U ~ Uj o a cn PROJECT NO: 5675 INDEX TITLE: C8 SHEET NO: 8 of 8 DATE: DECEMBER 8, 2006 SAFETY RAIL AT TOP OF WALL