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HomeMy WebLinkAboutSDP201300025 Letter of Revision Letter of Revision 3 2019-02-04 pF Al fiz }'S t ` Wal[' 't z ...) COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 February 4,2019 Dustin E Greene,EIT Roudabush,Gale&Associates,Inc. 914 Monticello Rd. Charlottesville,VA 22902 RE: LOR#4 for SDP201300025;Cascadia Blk 4-7 Tax Map/Parcel Number 078H0-00-07-04600 Dear Mr. Greene, Planning staff has determined that the latest changes to the Cascadia Blocks 4-7 site plan,resulting from a recently- approved Boundary Line Adjustment,constitute changes small enough to warrant administrative approval without the need to submit a Minor Site Plan Amendment. This letter is to approve as an additional Letter of Revision the following: An adjustment of the rear lot line of TMP 78H-07-46(Lot 46)and associated change in acreage of the lot and adjacent Lot'E',dedicated as Open Space in the amount of 0.004 acres,as depicted on the approved plat under application number SUB201800190. These changes are noted in the attached request and plan.This is the final Letter of Revision for this site.Any additional changes to the plan will require submission in the form of a site plan amendment application. Sincerely, 4." l Jeff P.Baker Senior Planner Attachments: Letter of Request&Application Site Plan Application for Letter of Revision, �.rr Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: Cascadia Blocks 4-7 SDP201300025 Contact (who should we contact about this project) Dustin Greene Street Address 172 South Pantops Drive City Charlottesville State VA Zip Code 22911 Phone Number 434-977-0205 ext 106 Email dgreene@roudabush.com Owner of Record NVR, Inc Street Address 1885 Seminole Trail#201 City Charlottesville State VA Zip Code 22901 Phone Number 434-872-0106 Email Applicant Louis J. Lopez Street Address 2138 Sundown Place City Charlottesville State VA Zip Code 22911 Phone Number 434-409-1005 Email llopez@milestonepaertners.co SUBMITTAL REOUIREMENTS: ▪ The appropriate fee, ▪ The site plan number that the change applies to, I1 A request letter describing the proposed changes from the owner or authorized agent, 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my knowledge and belief. 10/22/2018 Signa re of Ownent Date Dustin Greene, EIT 434-409-1005 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# Fee Amount$ �d ' Date Paid(443 y By who?//1•� (j.v/ �A/1`l ipt#��� 2G Ck#/ '(i( By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434) 972-4126 REVISED 4/23/2018 Pa � ROUDABUSH, GALE &ASSOCIATES, INC. A A PROFESSIONAL CORPORATION g p LAND SURVEYING Serving Virginia Since 1956 ENGINEERING LAND PLANNING ENGINEERING DEPARTMENT SURVEY DEPARTMENT 172 SUI:TII PANTOPS DRIVE.SrE.A 914 MONTICELLO ROAD JIM L.TAGGART.P.G. CEIARM/in-::syn.LE.VA2291I CIIARLOITESVILLE.VA22902 WILLIAM J.LGDBETTER.L.S. DON FR.ANCO.P.E. PI TUNE(434)979-81'_I PHONE 1434)977-0211,5 BRIAN D.JAMISON.1..S. DAVID M.ROBINSON.P.L. FAX 1434)979-1681 FAX 1434)296-5220 DAVID A.JORDAN,L.S. AMMY M.GI_ORGL L.A. INFOaROLDABtSEI.COM KRIS IOPIILR C.%INFERS.L.S. October 22,2018 Community Development Senior Planner Albemarle County Community Development Department Planning Services 401 McIntire Road Charlottesville,Virginia 22902 RE: Cascadia—Blocks 4-7(Hill District)Final Site Plan-SDP2013-00025-Letter of Revision Request Letter To Whom It May Concern, Please consider this letter and revised Site Plan Sheets 1,2,and 10 as our request for a Letter of Revision to the referenced site plan. The changes include the following: • A Boundary Line Adjustment has been made to lot 46. Setback lines have been moved along with the boundary line to accommodate a deck and some stairs. • Open Space E has been updated. See sheet SP2 for updated open space calculations. It has been determined that this Letter of Revision will not count towards the overall(3)Letter of Revisions that would trigger a Minor Site Plan Amendment. We thank you for taking the time to review this request. Please let me know if you have any questions or require additional information. Sincerely, Dustin Greene EIT� A FIN L ITE EVELOPMENT PL N FOR CASCADIA w BLOCKS 4 m 7 TM • 2 P RCEL 25TM 78 P RCEL 59 & 59 TM 78E RIVANN ISTRICTL EM RLE COUNTY, VIRGINIA rJ t tff, H"f S t 7� z a� r f' Sd� E e 'y f ti Er Mfl� 2 +x C'oontty of Albctnar•le conservation fliau Checklist-<I'o he placed on Landscape ttlaits (Handbook, ptla Ill -284-111-297 for complete specifications) follow<in * itiYn shall 1vsiiotvn ort theiati: Trccs to be Saved; ® p azttntti cat' ele.tr int, (outside dripline; o 'trc us, to be sav, ti); LJ Location and type of proluc,tivu tt,nt ing I , Grade cbango:; requiring trre wells or wails; i'ropvsccl neaching or tonn'1iml.., beyond the limits ol'clearing. 2. Ylarlcitt ss: l���t All trees to be saved shall be n iark"l with print or ribbon at a height elcarly visible l,o';ntlu l)inent operators. W . Ilio grading shall begin until the tref marking has been inspected and approved .l?y':1'-County 111SI)Cetor. 3., pre-Constr uctiott Conference: `Irev pro-setvation and PrOWCtion €tl4asiires Shall be rovjcL,vc . Nvith the cont€acini on Site, Q 4ti r nt Oa Gratlt o 21-1-1-311111--al-le"n or . l lcrtl p vquipment, vehicular t arfii itctd storage cif construction materials i eluding sail shall not be peroiit.teci within the driptines, cif trees to be saved. 5. $nil Erosion and Stortnw<iter Detention Desices:. Lj Sctclz devices shall not aclversely affect trees to be saved, 6. Etres LJ Fires are not permitted within 100 feet of'tile dn'ipline of trees to be sitwd. 7. p"oxic Neater hdss j Toxic materials shall not be stored within 100 feet o the dripline oftrees is be %lved, 8. Protecti.eIcneipj: i Trees to be're€stitied within 40 feet of it proposed l biking or grading activity Avd, i be protected by fencing, 1.,� F'enacing sltitll be in place tinct. ShaSC bcritsl7e^ct�cf aucl, appt'ovcd lt}a C'ocutt, Ins�ei;tar' prior tc? grading 1�r coflstrite€irrp. 9. Tree, Wells:: Whorl €hC 4grotitid level inn3t be raisQd V: id10l the dripline ora trQc to be saved,, a trC'e well shall be provided and a Construction dutlil subrnttted f'bn appravat, 10. iree Walls ( When the ground love[ inust be bawcred within the driphae a tree to be %lived, a Irce w=all shall be provided; and a construction (hetail submitted for approval, l I. Treitcititt� aztd "I'nzrtteiitr When trenching is rcc{uired within the limits of etearirng; it shall be done as far away frons the truniks o€trees as possihle.'l tinitetsiri under a large tree shall be considered as an alternative when it is anticipated that necessary trenGhing will destroy feeder roots. 12, (."leatrn Protective tonciitg shall be tiie last iterns removed during the final cleanup: 13. t7attta Ped Trees. l)atnaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist, NOTE: IT ISTHE DEVELOPER'S 'S RESPOIk's11'iII:ITrY• TO CONFER WITH. THE CONTRACTOR ON TREE C;ONSE1tVATt(ON ,10,6 U1 RisM E1V"l :S. OWNER L O V`iptE C.'.'p I't ptCplriSF pt SIC, .4TC3ptE (DATE) 511(06 Pagpe X of 1 Curve Radius Tangent Length I , } S ` fly C1 175.00 9.65 19.29 E� 19.28 S 26'01'23" W SP17 rJ t tff, H"f S t 7� z a� r f' Sd� E e 'y f ti Er Mfl� 2 +x C'oontty of Albctnar•le conservation fliau Checklist-<I'o he placed on Landscape ttlaits (Handbook, ptla Ill -284-111-297 for complete specifications) follow<in * itiYn shall 1vsiiotvn ort theiati: Trccs to be Saved; ® p azttntti cat' ele.tr int, (outside dripline; o 'trc us, to be sav, ti); LJ Location and type of proluc,tivu tt,nt ing I , Grade cbango:; requiring trre wells or wails; i'ropvsccl neaching or tonn'1iml.., beyond the limits ol'clearing. 2. Ylarlcitt ss: l���t All trees to be saved shall be n iark"l with print or ribbon at a height elcarly visible l,o';ntlu l)inent operators. W . Ilio grading shall begin until the tref marking has been inspected and approved .l?y':1'-County 111SI)Cetor. 3., pre-Constr uctiott Conference: `Irev pro-setvation and PrOWCtion €tl4asiires Shall be rovjcL,vc . Nvith the cont€acini on Site, Q 4ti r nt Oa Gratlt o 21-1-1-311111--al-le"n or . l lcrtl p vquipment, vehicular t arfii itctd storage cif construction materials i eluding sail shall not be peroiit.teci within the driptines, cif trees to be saved. 5. $nil Erosion and Stortnw<iter Detention Desices:. Lj Sctclz devices shall not aclversely affect trees to be saved, 6. Etres LJ Fires are not permitted within 100 feet of'tile dn'ipline of trees to be sitwd. 7. p"oxic Neater hdss j Toxic materials shall not be stored within 100 feet o the dripline oftrees is be %lved, 8. Protecti.eIcneipj: i Trees to be're€stitied within 40 feet of it proposed l biking or grading activity Avd, i be protected by fencing, 1.,� F'enacing sltitll be in place tinct. ShaSC bcritsl7e^ct�cf aucl, appt'ovcd lt}a C'ocutt, Ins�ei;tar' prior tc? grading 1�r coflstrite€irrp. 9. Tree, Wells:: Whorl €hC 4grotitid level inn3t be raisQd V: id10l the dripline ora trQc to be saved,, a trC'e well shall be provided and a Construction dutlil subrnttted f'bn appravat, 10. iree Walls ( When the ground love[ inust be bawcred within the driphae a tree to be %lived, a Irce w=all shall be provided; and a construction (hetail submitted for approval, l I. Treitcititt� aztd "I'nzrtteiitr When trenching is rcc{uired within the limits of etearirng; it shall be done as far away frons the truniks o€trees as possihle.'l tinitetsiri under a large tree shall be considered as an alternative when it is anticipated that necessary trenGhing will destroy feeder roots. 12, (."leatrn Protective tonciitg shall be tiie last iterns removed during the final cleanup: 13. t7attta Ped Trees. l)atnaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist, NOTE: IT ISTHE DEVELOPER'S 'S RESPOIk's11'iII:ITrY• TO CONFER WITH. THE CONTRACTOR ON TREE C;ONSE1tVATt(ON ,10,6 U1 RisM E1V"l :S. OWNER L O V`iptE C.'.'p I't ptCplriSF pt SIC, .4TC3ptE (DATE) 511(06 Pagpe X of 1 Curve Radius Tangent Length I Delta Chord Chord Bear. S ` C1 175.00 9.65 19.29 69856 19.28 S 26'01'23" W SP17 Road Plop ` Delphi Lane 04 C2 35.00 33.50 53.44' 87'2912 48.40 S 20'52 55 E Ro id oulder E i€! ane 00 d C3 540.00 56.77 713 12'00 07 112 N 70'37 51 WCASON I•--� FARM RD. Irm C4 35.00 -'f9 '63 49 18 .18 80'3010 45.2323 ' N 63'07 02 E TMP 62-25C Storm Sower Profiles Ste% C5 -T25-.-0-1'r'-F2.-4-1T- 24.79 69847 24.78 N 26'0124 E TMP 62-25C1 Q �j 6 L C6 1472.40 157.98 314.76 129454 314.16 N 13'3420 E BROADUS MEMORIAL BAPTIST CHURCH S P 3 2 L2 �8 � 3 Sto,yi 7 £ Sewr-,,,- Drc.' ii 9€,%s�. e Are -1,,,,s �9gJE „....b ewer e r4Ai£ rY.@ge t DB 1109 PG 353 E f ,,,,q gg`✓� yg }jam pi, and ,,. €�. s ip 8 kc, r t fP�9e�£�, S a i'+..ah D(a, i .».ls Ll P36 pe Pk -in, p37 `, )nd,;copc� "'Ian - - - DB 1078 PG 97 SET IN a v l, � . �f Course Bearing DistanceNAIL SP41 1 f �.... Ll S 76'0934 E-7714-77- -. . .... . -�"'".-._ .. S (Ya. #°�€ o lf ers iSight �,...,<. .',-�nce 2 10' PRIVATE EASEMENT WOOD BRIDGE I� S PSE L2 N 8298 49 E 18.27' -5 -4 -OT rg j y z S89'14'19"E TO BROADUS CHURCH PROPERTY W L3 N 55 -471111"T 194.32 DB 3662 PG 444 C) ,- L4 N 54'3417 E 51.77 rn L5 N 63'5310 E 24.62 S78 20) S1 ,E C3 62-26 LTMP 7 S 88'54 218" E 14.91 °� 1230,17' � \\\ 00 C7)' CASON, WILLIAM L8 S 54-53'41" E 54.57 `� TOT AL l DB 793 PG 106 1-9 S 43'08'13" E 141.55 _ 1-10 S 53'42 27 E -S-1 102.87 ---� -'- ---_ i ! ( "--______ L11 7'4615 E 166.27 ^ _ _----- L12 S 10'30'18 W 81.51 - L13 S 26-34'07* E 85.75 0^ 1 L12 O L14 S 111150' E 193.39 Z 1 1 �j G L15 S 42'5815 E 44.97 _- L16 S 03'27'49" W 97.27 Liz S 35'13 55 E 69.16' 718 S 20'38 22 E 65.59 \ L179S L20 02'4516 W S 39'4904 E 89.84 53.80'o / 1 TMP 62-25 r' TMP 78-59A \+ v O 121 -S-39-49 04 E 13 .70 h MON. FOUND - "w ;} 4- L22 S 25'01'39" W 266.18 h \+ L23 N 64'58 21" W 192.44 O 1 1 ++ n Z L24 L25 N 64-58'21" W S 49-20'31" W 347.14 113.71' 0f � ""` L26 S 22'51'5 W 53.92 ti N I I 20' SANITARY SEWER EASEMENT---",/ ASEMENT o L27 L28 N 22'51'58 E N 13'32 43 E 61.25 64.09 DB 3662 PG 444 _ r '^ L29 N 6458'21 W 322.64 --53 '79 L30 N 40-11'58" E -18-1-.21r- Lit N 38'2458 E 81.21 I 20' SANITARY SEWER EASEMENT- I------- E3-2 L32 N 070910E 108.09 410DB 3662 PG 444 " ri L33 N 1499 04 E 88.36 1 CASCADIA DEVELOPMENT, LLC CP "PARCEL TWO" 11_ TMP 78-59 `- N f\ TMP 78-59A ........... cp Q) TMP o J� h � TMP 78E -H FONTANA LAND TRUST NEW PERMANENT - DRAIN. EASEMENT v -QB 2436 PG 623 X29 20' RWSA ESMT. \ DB 859 PG 53 DB 742 PG1 95 197 PLAT TMP 78-57A L2 KMH PROPERTIES LLC. DB 3222 PG 519 r� D TMP 62-25 0 DB 4209 PG 088 NF ©18" POPLAR 55.266 ACRES (TOTAL) (� I `.J TMP 78-59 TMP 78-57 PANTOPS-LAKERIDGE LL DB 2805 PG 70 CASCADIA � DEVELOPMENT, LLC 93959" W 2 1 "PARCEL ONE" 0 S 0 i, TMP 78E -H1 (jOTq N `<DB 4209 PG 088 L 5.506 ACRESv TMP 78E -H oN `� 25 FONTANA LAND, 726 `+, Cn TRUSTCz w rri �'/jy -TMP 78E -C >,2Q FONTANA OWNERSTMP �3 FONTANA LAND TRUST DB 1 8961ONPG 281 �78E- ASS, INCOAr-4AI'4 122 6A�N 100' VIPOWCOMPANY EASEMENT U��I�ISI6NA SA4Ce DB 269 PG 284 SEE ALSO DB 867 PG 337 SUMMARY OF LETTER OF REVISION FOR MP201300025: • A BOUNDARY LINE ADJUSTMENT HAS BEEN MADE TO LOT 46 (SEE SHEET SP10). SETBACK LINES HAVE BEEN MOVED ALONG WITH THE BOUNDARY LINE TO ACCOMMODATE A DECK AND SOME STAIRS. • OPEN SPACE E HAS BEEN UPDATED. SEE SHEET SP2 FOR UPDATED OPEN SPACE CALCULATIONS. IT HAS BEEN DETERMINED THAT THIS LETTER OF REVISION WILL NOT COUNT TOWARDS THE OVERALL (3) LETTER OF REVISIONS THAT WOULD TRIGGER A MINOR SITE PLAN AMENDMENT. The Base survey mapping, layout, and design shown hereon, except as noted in the revisions block, was performed by Dominion Engineering & Design, LLC. S PI Cover Sheet 2 Notes, Abbreviations, & Legend 4a�; e� "pin ,`§ Sri 19 .,.$,da.,r`.s SPS Existing SP5A Building Block / Phasing Plan 15 3 P f/ S i t tr, y' II Plan; 15 S SP10 Site Plan TH OF Jimmy L Taggart I. No. '4� 22841 1y44' 14, 2241 ,1!0/88/18 ti} 0010NAL S*°Z S P1 2 r,ii , Z LC � � y S ` 7 3 3 r �,� b..{ P1 .,'.' %„t i i a B:, t ane LU0p^q F Jt },v � 5., I g Sit j t r'£, Yid SP17 Road Plop ` Delphi Lane 04 W SPZ) Ro id oulder E i€! ane 00 d .3d `>2 ' �,cr�'...? aa�49r.... 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S (Ya. #°�€ o lf ers iSight �,...,<. .',-�nce 2 5 P4 ;Details I� S PSE Details rg j y z O W CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY 11 I Z LC 10 LU0p^q Yid 04 W W 2 I•--� Z Irm t`E Q WW OV Q Oy V -K % 00 � 2O t toco �? Vi 4 W to LI.1 �K� W 2 I� --- z O W I Z LC z LU0p^q Yid W �_ tf t`E !% - -- SITE DATA & GENERAL NOTES - Lot Regulations ABBREVIATIONS 50 Feet LEGEND Lot Width Front Build -To Line Minimum Side OWNER GENERAL CONSTRUCTION NOTES: 60+ GENERAL 5 10 EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION REDUS VA HOUSING, LLC. 1. Prior to any construction within any existing public right-of-way, including connection to ABAN ABANDON(ED) MAX MAXIMUM N/A 1-15 4 15 Mixed Use 170 SOUTH PANTOPS DRIVE any existing road, a permit shall be obtained from the Virginia Department of 4 15 Non -Residential N/A --..-- PROPERTY UNE 15 X 125 Tc TOP OF CURB ELEVATION CHARLOTTESVILLE, VA 22903 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ADJ ADJUST MIN MINIMUM seven (7) feet. ADJACENT PROPERTY UNE 25 x 12513c BOTTOM OF CURB ELEVATION 0 the permit. Where any discrepancies occur the requirements of the permit shall govern. Block 7 5. Where urban cross sections are installed, all residential driveway entrances shall conform EW END WALL SW SIDEWALK 0 LOADING DOCK °"T OVERHEAD TELEPHONE UNE ELOPER: 2. All materials and construction methods shall conform to current specifications and AHD AHEAD MON MONUMENT CONCRETE - - - - - VACATED PROPERTY UNE 6. Where rural cross sections are installed, all residential driveway entrances shall conform to x 125 FL FLOW UNE ELEVATION REDUS VA HOUSING, LLC.3. standards of VDOT unless otherwise noted. Erosion and siltation control measures shall be provided in accordance with the approved APRX APPROXIMATE NIC NOT IN CONTRACT EXIST EXISTING ", SOLID WHITE LANE LINE a 170 SOUTH PANTOPS DRIVE erosion control plan and shall be installed prior to any clearing, grading or other BC BACK OF CURB NTS NOT TO SCALE __._.._.. ____ EASEMENT DUMPSTER PAD - X 125EOP EDGE OF PAVEMENT ELEVATION CHARLOTTESVILLE. VA 22903 construction. Z OW BUILDING SETBACK X 125 SPOT ELEVATION 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BFE BASEMENT FLOOR ELEVATION OC ON CENTER LEGAL REFERENCE & SOURCE OF nnF: 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, - 1 ;--------- �- BUILD TO UNE " i x 125TW TOP OF WALL ELEVATION DB 4076-573 lesser slopes of 3:1 or better are to be achieved. BIT BITUMINOUS OH OVERHEAD 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the BK BACK PE POLYETHYLENE ZONING UNE X 12513w BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT: RIVANNA County Engineer, VDOT, or designee, it is deemed necessary in order to stabilize a drainage SOURCE OF BOUNDARY SURVEY, DOMINION ENGINEERING channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BM BENCHMARK PERFPERFORATED LIMIT OF DISTURBANCE ® TEST PIT LOCATION/BORING LOCATION Control Devices. BS BOTTOM OF SLOPE PROP PROPOSED ® BENCHMARK $Dl1RCE of TOPOGRAPHY:_ LOUISA AERIAL SURVEYS 03/12/03. FEW VERIFIED BY DOMINION ENGINEERING 7/13/12. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. - FLOODPLAIN LIMIT 9. All excavation for underground pipe installation must comply with OSHA Standards for CB CATCH BASIN PRVD PROVIDED • IRON FOUND THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LE IN ZONE X the Construction Industry (29 CFR Part 1926). - - -- ez BUFFER ZONE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAPi1003CO287D DATED FEBRUARY 4, 2005 10. All retaining walls are subject to separate permit approval. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RMA 11. Some lots may experience water pressures in excess of 80 psi. - -- - RMA -RESOURCE MANAGEMENT AREA - UD UNDERDRAIN CENTER LINE RCP REINFORCED CONCRETE PIPE THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. .. RPA RPA - RESOURCE PROTECTION AREA _.. o DRAINAGE UNE GENERAL CONSTRUCTION NOTES FOR STREETS: CL CHAIN LINK REM REMOVE BENCHMARK(SW: TOP OF EXISTING SANITARY MANHOLE "EX -1" ON SOUTH END OF SITE - 39&94 1. Construction inspection of all proposed public roads within the development will be made by VDOT and the CMP CORRUGATED METAL PIPE REQD REQUIRED RD ROOF DRAIN County. The contractor must notify the Department of Community Development (296- EDGE OF GRAVEL WATIR SOURCE: AI MARLS COUNTY SERVICE AUTHORITY 5832) 48 hours in advance of the start of construction. CONC CONCRETE RET RETAIN SEWER UNE 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor EDGE OF PAVEMENT SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results CY CUBIC YARDS RT RIGHT cc -2 -'-` - - TD TRENCH DRAIN shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, C/C CENTER TO CENTER R/W RIGHT OF WAY STANDARD 6" CURB WATER UNE THIS PROPERTY IS ZONED: NMD a revised pavement design shall be made by the design engineer and submitted with the test cc -3 STANDARD 4" CURB results for approval. 3. Surface drainage and pipe discharge must be retained within the public right -of --way or CdcG CURB AND GUTTER R&D REMOVE AND DISPOSE cc -s - 4.,rR FIRE PROIEC11ON LINE within easements prior to acceptance by the County. All drainage outfall easements are to RdcR REMOVE RESET .. COMBINATION 6" CURB do GUTTER Table E - Table D - Lot Regulations (in feet). 50 Feet Unit Type Lot Width Front Build -To Line Minimum Side Setbacks Rear Single Family 60+ 15-30 5 10 Single Family < 60 10-30 3 10 Townhouse 16'-35 5-25 3 10 Multi -Family N/A 1-15 4 15 Mixed Use N/A 1-15 4 15 Non -Residential N/A 1-15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 --„ -- TO BE REMOVED 50 Feet Block 2 Estimated Block 38 Feet Blocks 4-7 EL 38 Feet be extended to a boundary line or a natural watercourse. DIA DIAMETER --„ -- TO BE REMOVED T SIGN cc -7 Estimated Block 2" DW WATER SERVICE UNE 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments EL ELEVATION SD SIGHT DISTANCE - COMBINATION 4" CURB do GUTTER 9. All signs or other regulatory shall conform with 9 9 Y 9 will be field verified at the time of construction. Additional guardrail may be required at 3.9 5,000 - STEEL GUARDRAIL DRAIN MANHOLE Traffic Control Devices and the Albemarle County Road Naming and Property Numbering IFIRON FOUND - HIRE LANE STRIPING GAS UNE locations not shown when, in the opinion of the County Engineer, VDOT, or designee, it is deemed ELEV ELEVATION SQ SQUARE /%' - 10. Traffic control or other regulatory signs or barricades shall be installed by the developer IS IRON SET necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge TYPICAL Block 4 1.83 0 10 5.5 oHw OVERHEAD ELECTRIC WIRE of pavement to the face of guardrail, and roadway shoulder widths shall be increased to ES END SECTION STA STATION 9.0 BUILDING ENTRANCE UGE UNDERGROUND ELECTRIC seven (7) feet. 19.57 25 65 3.3 0 0 Block 7 5. Where urban cross sections are installed, all residential driveway entrances shall conform EW END WALL SW SIDEWALK 0 LOADING DOCK °"T OVERHEAD TELEPHONE UNE to VDOT CG -9(A, B or C). EX EXISTING SWEL SOLID WHITE EDGE UNE 6. Where rural cross sections are installed, all residential driveway entrances shall conform to O� ^, ccat Q. W-WJ BOLLARD - - - - DGT UNDERGROUND TELEPHONE LINE VDOT standard PE -1. EXIST EXISTING SWILL SOLID WHITE LANE LINE a of �� 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as . �W DUMPSTER PAD - CATV CABLE N shown on the typical pavement section detail, shall be strictly adhered to. FDN FOIJNDA11ON TBA TO BE ABANDONED - 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should FIFE FINISHED FLOOR ELEVATION TBR --„ -- TO BE REMOVED T SIGN the final plat for this project expire prior to signing and recordation, then approval of these Estimated Block Min/Max Square Footages and Densities by Use by Block _-._-. _.. I- I DRAIN INLET plans shall be null and void. devices the Virginia Manual for Uniform GID GRADE TO DRAIN TC TOP OF CURB � ' 9. All signs or other regulatory shall conform with 9 9 Y 9 40 3.9 5,000 - STEEL GUARDRAIL DRAIN MANHOLE Traffic Control Devices and the Albemarle County Road Naming and Property Numbering IFIRON FOUND TS TOP OF SLOPE 10.3 Ordinance and Manual. 0 Block 3 -- -- n WOOD GUARDRAIL PLUG OR STUB 10. Traffic control or other regulatory signs or barricades shall be installed by the developer IS IRON SET TYP TYPICAL Block 4 GROSS RESIDENTIAL DESNSITY: 4.00 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT' AREA) PROPOSED ADI: 2,440 VPD BLOCKS 1-3 ADT - 32 SFD*10+28 DUPLEX*7+60 TOWNHOUSE*7+5,000 SF OFFICE*44.7/1000 - 1,160 VPD TABLE B - BLOCK AREAS AND USE DENSITY PER CODE OF DEVELOPMENT Block Estimated Block Min/Max Square Footages and Densities by Use by Block Block 4 Size (in Acres) Min, Residential Dwelling Units Max. Residential Max. Residential Min. Non -Residential Max. Dwelling Units Density per Acre Sq. Ft. Non -Residential Sq. Ft. Block 1 10.27 10 40 3.9 5,000 18,000 Block 2 14.51 75 150 10.3 0 0 Block 3 4.40 10 70 15.9 0 0 Block 4 1.83 0 10 5.5 2,000 5,000 Block 5 2.23 5 20 9.0 0 0 Block 6 19.57 25 65 3.3 0 0 Block 7 7.63 25 65 8.2 0 0 GROSS RESIDENTIAL DESNSITY: 4.00 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT' AREA) PROPOSED ADI: 2,440 VPD BLOCKS 1-3 ADT - 32 SFD*10+28 DUPLEX*7+60 TOWNHOUSE*7+5,000 SF OFFICE*44.7/1000 - 1,160 VPD PROPOSED BLOCK AREAS AND USE DENSITY ITE MANUAL: USE CODE 210 SFD 10 VPD/UNIT Block Estimated Block Size (in Acres) Min/Max Square Footages and Densities by Use by Block Residential Residential Dwelling Units Density per Acre Non -Residential Sq. Ft. Block 4 1.74 0 0 2,400 Block 5 2.49 20 8.0 0 Block 6 18.59 61 3.3 0 Block 7 8.77 65 7.4 0 GROSS RESIDENTIAL DESNSITY: 4.00 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT' AREA) PROPOSED ADI: 2,440 VPD BLOCKS 1-3 ADT - 32 SFD*10+28 DUPLEX*7+60 TOWNHOUSE*7+5,000 SF OFFICE*44.7/1000 - 1,160 VPD BLOCKS 4-7 ADT - 86 SFD*10+2 DUPLEX*7+58 TOWNHOUSE*7 = 1,280 VPD inaccessible to VDOT or County inspections. The video inspection shall be conducted in ITE MANUAL: USE CODE 210 SFD 10 VPD/UNIT accordance with VDOT's video camera inspection procedure and with a. VDOT or County ITE MANUAL USE CODE 710 44.7 VPD/1,000 SF inspector present. CURRENT USE VACANT ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID PROPOSED USE: TOVMHOMES (58 UMTS) do SINGLE FAMILY DETACHED (86 UNITS) SINGLE FAMILY ATTACHED(DUPLEX) (2) L PRE -DEVELOPMENT (Ac) X POST -DE; Ac) T -15.964 X LOTS 0 0 26.3 PUBLIC R/W DEDICATED 0 0 0.5n 538 4 0.9 (STALE. ROUTE 20) WETLAND PUBLIC R/W 0 0 6.997 11.5 (INTERNAL) mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or PRIVATE ALLEY R/W 0 0 0.256 0.4 FUTURE DEVELOPMENT AREA 0 0 24.584 40.4 NEIGHBORHOOD CENTER PARK 0 0 1.459 4 14 r nPFN SPACE 60.772 100 ` 10.974 18.1 TOTAL 60.772 ACRES 100X -60.772 ACRES 1o0X IMPERVIOUS AREAS: ROADS/PARKING AREAS: 4.230 ACRES CONCRETE WALKS: 1.387 ACRE PROPOSED BUILDINGS 4.095 ACRES DRIVEWAYS: 0.820 ACRES TOTAL IMPERVIOUS AREA: 10.532 ACRES REQUIRED PARKING: 2 SPACES PER UNIT REQUIRED PARKING: 2 SPACES PER UNIT 86 UNITS X 2 SPACES PER UNIT - 172 SPACES 2 UNITS X 2 SPACES PER UNIT - 4 SPACES 172 PARKING SPACES PROVIDED 4 PARKING SPACES PROVIDED PARKING TABULATION FOR TOWNHOUSES REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 58 TOWNHOUSES X 2 SPACES + 58 TOWNHOUSES X 0 SPACE/4 UNITS) - 131 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 58 UNITS X 2 GARAGE SPACES - II& AT LEAST 15 ON STREET PARKING SPACES ARE AVAILABLE ON THE EAST OF DELPHI LANE AND ON THE WEST SIDE OF GUSSADE UNE TOTALING 131 SPACES PROVIDED PARKING TABULATION FOR NEIGHBORHOOD CEN7ER: REQUIRED PARKING: 5 SPACES PER CODE OF DEVELOPMENT 13 PARKING SPACES PROVINED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. when, in the opinion of the County Engineer, VDOT, or designee, they are deemed necessary in L FLARED END SECTION order to rovide safe and convenient access LA LANDSCAPE AREA UG UNDERGROUND - - PATM 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as HEADWALL determined by VDOT for public roads. LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK TREE UNE 12. VDOT standard CD -1 or CD -2 cross -drains to be installed under the subbase LF LINEAR FEET YDS YARDS material at all cut and fill transitions and grade sag points as shown on the road profiles. FENCE ® SEWER MANHOLE 13. A video camera inspection is required for all storm sewers and culverts that are deemed LT LEFT inaccessible to VDOT or County inspections. The video inspection shall be conducted in RIPRAP accordance with VDOT's video camera inspection procedure and with a. VDOT or County UTILITY inspector present. GRASS ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID ARV AIR RELEASE VALVE GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: BOA BLOW OFF ASSEMBLY 1. The plan approving authority must be notified one week prior to the pre -construction EC -3 TYPE B conference, one week prior to the commencement of land disturbing activity, and one week CO CLEANOUT prior to the final inspection. WETLAND 2. All erosion and sediment control measures will be constructed and maintained according to CTV CABLE TELEVISION minimum standards and specifications of the Virginia Erosion and Sediment Control mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control DI DROP INLET Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in DIP DUCTILE IRON PIPE clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at ELEC ELECTRIC all times. FIT FIRE HYDRANT 5. Prior to commencing land disturbing activities in areas other than indicated on these plans 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a FM FORCE MAIN supplementary erosion control plan to the owner for review and approval by the plan 6. approving authority, F&C FRAME AND COVER 6. The contractor is responsible for installation of any additional erosion control measures CONTRACTOR SHAD_ NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THIE DESIGNEIM BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PIANS necessary to prevent erosion and sedimentation as determined by the plan approving F&G FRAME AND GRATE authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during GT GREASE TRAP land disturbing activities and during site development until final stabilization is achieved. GV GATE VALVE 8. 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 HDPE HIGH DENSITY POLYETHYLENE producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, the erosion control devices shall be made immediately. INV INVERT 10. All fill material to be taken from an approved, designated borrow area. approval. (Water Protection Ordinance section 17-204G.) 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert BE INCLUDED IN BASE BIN. materials only, free of roots, stumps, wood, rubbish, and other debris. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. co WO 13. All inert materials shall be transported in compliance with section 13-301 of the Code of ARCHITECTURAL REVIEW BOARD NOTE MH MANHOLE PVC POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCC STORMWATER CONVEYANCE CHANNEL SD STORM STR DRAINAGE STRUCTURE TSV TAPPING SLEEVE do VALVE UP UTILITY POLE WL WATER UNE WM WATER METER WV WATER VALVE 6"V 6" VALVE Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 1. VISIBILITY( OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED the hours of 7:00am to 9:OOpm. 2. SITE GRADING SHALL MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLED WITH THE support, or order to minimize any hazard to persons, physical damage to adjacent land and EXISTING TERRAIN. FINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED APPEARANCE improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required CONTRACTOR'S COORDINATION RESPONSIBILITIES by this plan regardless of the sale of any lot, unit, building or other portion of the property. _.---------- STONE WALL - - - - - RETAINING WALL STREAM / POND / WATER COURSE .......... - _ - DETENTION BASIN X SILT FENCE 12 CONTOUR --- 00 - INDEX CONTOUR 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 CONCRETE PAVEMENT / SIDEWALK o' o RIPRAP 1. NEW ASPHALT O GRASS ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EC -2 BLANKET MATTING t EC -3 TYPE A m i u -i a -L EC -3 TYPE B OR REI'MaCED IN THE RECORDED EASEMENT. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 3. WETLAND 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 ELECTRIC MANHOLE EM ® lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 1. THIS CONITRACTOR IS REQUIRED lO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. Ryegross and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. t EASEMENIT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH Alternatives are subject to approval by the County erosion control inspector. GUY POLE OR REI'MaCED IN THE RECORDED EASEMENT. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 3. THE CONITRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/08TAINED PRIOR TO THE START inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient W OF ANY 1CONSTRUCTION. mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be FOR CWRIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONITRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN inspector. 0 COMPLETIED INCLUDING UTILITY POLES. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage Ill or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY AI.BEMARLE COUNTY CODE. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes 7• CONTRACTOR SHAD_ NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THIE DESIGNEIM BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PIANS which are collecting sediment to half their height must be cleaned and repaired AND SPEtCIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of & CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of WOCr. ALL UTIJITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS do POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL approval. (Water Protection Ordinance section 17-204G.) BE INCLUDED IN BASE BIN. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing (Water Protection Ordinance section 17-2078) 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND activity commences. SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. o SEWER CLEANOUT ® WATER VALVE do BOX FIRE HYDRANT ASSEMBLY ® WATER METER © WATER WELL. ocv GAS VALVE GAS METER ® ELECTRIC MANHOLE EM ® ELECTRIC METER LIGHT POLE ® TELEPHONE MANHOLE TRANSFORMER PAD t U11UTY POLE GUY POLE MATCHUNE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 11. THIS PROJECT DISTURINS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMNNSTERED BY THE: VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WI1H ALL UTILITY COMPARES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 11 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AM LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHRILL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTA71VM GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. LIGHTING NOTE: 1. All outdoor lighting shall emit less than 3,000 lumens. eON op Q 97.VA Jimmy L Taggart Lic. No. 22841 ved►o�sg10/g28 gb�41► - NAL_ �114 4 4 �.. REVISIONS\ CHANGE OF DESIGN FIRM APR, 6, 2018 COUNTY COMMENT 11/27/13 COUNTY COMMENTS 04/04,'14 ACSA COMMENTS 04/28%14 COUNTY COMMENTS 0`i/4/14 VI I ERR REQUEST 08/14/16 LETTER OF REVISION 08/08/18 COUNTY COMMENTS 06/07/18 COUNTY COMMENTS x,07/20/18 COUNTY COMMENT 09/07/18 i ---a UJ �y I 0)M: W W 'r 20 0 4 Ob ~ ab` - Ill LL 'K ac LU Us Qi 4. ac Z Q OCo (3 -K 00 WOCr. c , 4 co WO O� ^, ccat Q. W-WJ Lo y 't00 of �� . �W (� Z OW REVISIONS\ CHANGE OF DESIGN FIRM APR, 6, 2018 COUNTY COMMENT 11/27/13 COUNTY COMMENTS 04/04,'14 ACSA COMMENTS 04/28%14 COUNTY COMMENTS 0`i/4/14 VI I ERR REQUEST 08/14/16 LETTER OF REVISION 08/08/18 COUNTY COMMENTS 06/07/18 COUNTY COMMENTS x,07/20/18 COUNTY COMMENT 09/07/18 UJ I 'r W Ill LL N a Lu � 1 c DATE AFAR. 20,2013 I z 'Ile Cl) C) zo > W 0 Z Ile cc _j m u- 0 w T - w C) 0 D) z < z C) FILE NUMBER 12.0065