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SDP201300045 Letter of Revision Letter of Revision 1 2019-09-25
General Grading Notes General Utilities Notes 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT 1. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, ELECTRIC). EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS BETWEEN CONTRACTOR AND OWNER. OWNER TO NOTIFY ENGINEER OF THE 2. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ALLOWED BY OUTCOME OF CONTRACTOR'S EARTHWORK/GRADING ESTIMATE. SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER PRIOR TO 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT INSTALLATION. MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR 3. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH-MOVINIG STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. REFER TO EROSION CONTROL PLAN FOR NOTES REGARDING FILL MATERIAL. 4. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING ARE 3. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK NOT PAINTED. 12" VE BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION SEPAR AND DISPOSAL. 5. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. PROVI[ WATER 4. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED 6. ELECTRICAL ENGINEER TO DESIGN SERVICE TO ALL EXTERIOR LIGHT FIXTURES AND PRESENT DRAIN. TO BE AREAS AND REPLACED WITH SUITABLE SOIL. SAME TO OWNER, ARCHITECT AND ENGINEER FOR COORDINATION AND COMPLIANCE WITH DEPTH SITE IMPROVEMENTS. IS LES 5. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION 7, ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER LIMITS INDICATED ON THE E&S PLAN. SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. 6. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR 8. SERVICE IANY) PROVIDER. GAS METERS SHALL NOT BE BE INSTALLED CHANNELS WILL NOT BE PERMITTED. LGAS OCATED DIRECTLY WINDOWS (IF BELVEDERE 7. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 9• CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO VILLAGE 6-INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FIFE). GRADES SHALL INSTALLATION. GREEN SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER 10. CONTACT ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE FOR THE LOCATION OF THE PROPOSED/EXISTING GRADES. A DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE REQUIRED KNOX BOX. 8"x8"x6" TEE, 8" GV & CHANNELS SHALL COLLECT AND DIRECT RUN-OFF AWAY FROM THE STRUCTURE. / q - DETAIL LETTER 12 - SHEET NUMBER 1" CO 1" R t / \ \ " OP DER SI 502 General Site Drainage Notes Natural '-D-�-� i-W'a LINF M- - - M- -I- M- 1. THEE BUILDING RCHITECTFOOTPRINT.AL DRAWINGS FOR ANY DRAINAGE DETAILS WITHIN FIVE FEET OF TIE WATER 01,NEXH ING E vz I 2. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING AND/OR WITH 12 X 8 TS&V c� ( I� I PROPOSED STORM DRAIN SYSTEMS. COORDINATE INTEGRATION OF SYSTEM AND Design \ 11.2 BEND Q Q I STORMWATER MANAGEMENT SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO ' o � Ljj I I I CONSTRUCTION OF THE STRUCTURES. an ecologically focused design firm OQ� J I I p Washington DC 3 N I I 3. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN a I I I ACCORDANCE WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION. 1009 SHEPHERD ST. NE ST I �X 4. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF TO BE �,y� D ( w I THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOTWE WASHINGTON DC, 20017 S AND _ _ - END WALL SECTIONS WHERE APPLICABLE. S AND STORM / �- - - s•� - - -sv�- - - -sr,� INSU TION w 202.489.6214 DED I 5. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE www.NaturaiResourcesDesign.com ;OUN OVER INLET BOX. � 3 FEET. / � _ CBE# LSR80160022021 I TOP-495. 6. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT 22.5%BEND i STANDARD SB-1. NOTIFY ENGINEER IN ALL CASES. \ 8" DIP 7. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. 8. ALL CURB INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION AT THEIR THROAT TO FI PROMOTE POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN DRANT / --' ~- `� ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE DETERMINED AFTER FINAL GRADING AT EX. VA�1L'I� THE TIME OF FINAL ACCEPTANCE OF THE PROJECT. <, �. TRANSFORMERS General Sanitary Sewer and Water Main Notes 6" CL 52 DI FIRELINE WITH INT RIOR GV / BACKFLOW PREVENTION DEVICE 1. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. LOT 85 LOT 2. PRIVATE PRESSURE REDUCING VALVES (PRVs) WILL BE REQUIRED AT EACH BUILDING. / 3. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY SHUT OFF TO PROVE -DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. FD C `t 4. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN _ ' 1 `` PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. 15' EL CTRIC EASEMENT � /17.9 LF 8" IA. PVC i 6. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED. /SDR 35) � 2.0� / TIE SANITARY SEWER (, LATERAL IN 0---- 7. CONTRACTOR TO PROVIDE A REDUCED PRESSURE ZONE BACKFLOW PREVENTER (WATTS /MANHOLE 93.50 \ o EXISTING SANITARY SERIES 009 OR EQUAL) ON THE DOMESTIC WATER SUPPLY LINE WHERE IT ENTERS THE /TOP 493.00 / \ �� �'o� SLIN E J BUILDING (INDOORS). PROVIDE ADEQUATE DRAINAGE BENEATH THIS DEVICE TO CAPTURE INV IN 4880 �1 I O OPERATIONAL AND TESTING DISCHARGES. INV OUT 487.90 N / \� 1.00 E I ACSA General Water and Sewer Conditions -- -- "- I I I V f1L Q _ 0 DRAIN PIPE TYP) No,� NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. / 90.50 COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE CONCRETE STEPS / / / �' q�g0 ROW LOT 2. THE ALBEMARLE \ (TYP) I AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF / 89.00 1' 20 UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. o �- C° 2.45' TS 497. I ROLLING TS 496. fi =/ / DUMPSTER Bs 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED z . _.��, ��`L I I WORK ARE ,:PsJT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE w -� 6 PVC Sl)R 35 % "' - _ I I ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN -49 4- - - / ___ ---W/24-DE49�6 OF BURY - •s„ INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 13.2% (TYP) I / ( SOCA FIELDHOUSE 0 \ TS 495. `� T C 4 .7 ( \ (DF 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION o TS -�'� / � � � BO 487.., B C 4 7. _� A.g4 BS 494. 0 : ` v \ LOT OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS LLJ ADOPTED BY THE ACSA. > - - ¢' / / / ��� 142.9 LF ALBEMARLE COUNTY, VA w ' / / 15 DIA. HDPE ' 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 40 �H WALL) w _ gA TS 493. / I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 30 __f= ---- Ag� BS 492. o ., / SOCA FIELD USE -- ¢ I 1 (1-800-552-7001). I- o / / FFE OF SOCCER 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF g2 1� 490 �l I FIELD - 487.50 481 L 4 / I� > (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE .-- P CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE t= - TS 49TS 1. _ BS 490 / 6 CURB INLET LATERALS AND WATER LINES, ETC. 5'T / W/6 THROAT �� „- X �. w -4g _� ' �qg2 TOP 485.70 / - _ wi ( 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF m - Q RANSITION / / INV INV IN 481.1 60 1.r 11 I ROADSIDE DITCHES. -'490 488 IN 1 ADS DROP INLE N 0 2� SLOPE / / r�86 I I 9 VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE 3.8� INOP OUT 482.00 / -'� � �` ' TS 4 10 6 PVC S R - ° / 35 TYP' RESTRAINT FOR THE VALVE DURING A FUTURE EXTENS ION OF THE LINE. ❑ TS 488 # / � •� 6 ROW ° °"° ' ' \ 10. TREES ARE N PERMITT IN THE ACSA EASEMENT. I I I OT ED g TOC 488. OC 4 BO 487.50 / / I 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD •l:�.y 1-5) .>490, / 81.0 LF o 4 REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 SENATE $$ 1, ��o Cl) / 15 DIA. HDPE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). (SMOOTH WALL) �atI. / of C� 1487.94 TOC 488.00 9 TY 18' TYP. BOC 487' 87 00 / 4.4% I 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE 17'/ I 1 _ PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA DGEMENT 441 �l �g ��, 6" PVC SDR 35 ( GARAGE ACCESS �. / / 4 LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL �,lo$7r 24 ''pq,r o 2% AT ELEV. 487.50 / I ( �\ INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE rn COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR LAYOUT, GRADING 48$37.$ / / I 12 ' ACCIESS E UNDER AN OTHER PLUMBING PERMIT WHICH MUST BE OBTAINED BY THE A N D 486. TOC 487.98 -' -- - - BOC 487.3 4 / I I & SANIT;ARY S CONTRACTOR. UTILITIES P L A N 486.2 B0C 487.48 �� W --- --- / 6" C�B IN �x_I I I E/�SEMENT 86:3 / ,W 6' THROAT 13 E SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE . 1 s x'"� TOP 482.23 TH i r 3C 3 �. 9 .. �--g f �. ,- INV IN 478.23 - - PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL TOC 48 . - - T486 -- - _------_ - _ - - - ' / INV OUT 478.13 I X. S-39 SAS SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. �p,LTH OF BOC-4.8E 8 486.3 �as 486.7 I I I EWER THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH I� -�'�INV IN = 471. MUST BE OBTAINED BY THE CONTRACTOR. G'r p ©- -484- I G� `" �� 484 CURB (IVCET-- - V - �- / 4 �� - � INV OUIT = 4� c}�-_9.6o-�-fcW - -�' T- - -T P- 486 30 - - _ -484 / 4g'2 3' 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. c�CHRISTOPHER E. SONNET ��Di OS 4812 482 - - _ _ - - - VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM w tic. No. 020621 a INV OUT 480.13 - EX-6=fi5 S NIT E;WE 'To�3 1.) 3 I OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING a 07/09/2019 ww / MH-1 -480- ,� - _ INV IN B16 467.22, B 4 .82 481 2 I , \ INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER INV IN 47 .� -_E_ 8 PVC SANITARY SEWER INV IN- S 467.05 43 I RAD 1 PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. SSj�NAL -------------- - - --------------------------------- - S�� 4 00 , - ..., .... .� „ - 1 - - - _ - EX. TRANS- G » - -tD: D=tO`r-- *- �.- - ' - _ _ - -1- - _ EX. 20' STORM DRAIN (TO R 0 46 W \ OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL MH-1- _ - - _ - - "':`� �.._ ....� .� .475 �S-_�._�,__�.._�.. ------ �.-� B N W / -- INV IN- 470.60- T_ �� RE ID_ D- IS GIVEN BY THE ACSA. Designed: C. SONNE -INV OtlT-47.0 �0 Emm Drawn: EX 30 RCP SD ®0 �% I INV IN `• Checked: C. SONNE - _ P � - _____ _` - - _ I INV OU- - - --- -- _ - - -_ X. 20 STOI _EX. 20' STORM_-Src J' 0� trig= Date: 7/09/2019 c,P I 470 --- - - ` -' __ - _--� QEZAIN `E- -S -NT`, O _ FROPOSEB-810FUER _ 1 --- _ - -- _.� �` \ ID: D-1 i. z,y9., 31y !J S r ., r ,1r� l,, ,,: Revisions: 9/4/2019 -SEE-BELVEDERE-PH _L_ BLO_ST CI�S-3 -- / / I . 4A, 5A, 6B & 9A ROAD AND w STORM ----- DRAIN IMPROVEMENTS, DATED 4/18/07 AND DESIGNED BY WW ASSOCIATES - -_ = ; \\ \ EX �- PIQ scale 1 = 20 contour interval 2 FOR DETAILS ON EXISTING SWM x O� 1 SANI 470 - FACILITYSA (WPO-2007-00029)- \ I \ �EWER\ lb-- - --- - - - 47.. _ - \ M- - - I — I I I I I I \ I S"-----—I---I-S" ——S"---I- General Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIP LINE OF EXISTING TREES. CONTRACTOR SHALL CONTACT OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS PRIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY OWNER, BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. E TO THE EXISTING 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIP LINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIP LINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. 4. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 5. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 6. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 7. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 8. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. 9. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 10. STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LA AND ENGINEER). TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LA AND ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY. 11. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. NO LANDSCAPING OF ANY TYPE SHALL BE PLANTED WITHIN A FIVE (5) FOOT RADIUS OF ANY FIRE HYDRANT OR FIRE DEPARTMENT CONNECTION. LANDSCAPING IN THE AREA OF FIRE DEPARTMENT CONNECTIONS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE (5) FOOT RADIUS ON MATURITY OF THE LANDSCAPING n l I 1 1 I� 1 1 1 1 BELVEDERE VILLAGE / GREEN / z s�0egg. 15 EL CTRIC EASEMENT \ AA 1 PO - _5O0 — CF \ 6 QR I FFE OF UPPER / / �\ 1 Q% , w J / I DOWN SPOUTS/ --- —Q — — -498- (TYPICAL)/ N: ant Legend and Schedule / STREET TREES 'ALREADY -PLANTED) ` CpQE 0GIENTIFIC NAME CQ(vIMON NAME _._ Q 4NU TITY rAi IPS ICE RE.A�TRrr__ T T L �. - / P4 Platanus vccideRfa(is sycamore I 3 - 125 sf 3759 sf- - -- -- G2R C?uercus f7ubta Northam R6d Oak '� TUT�1L ;.375 Sf SOCA FIELD/FUSE II,I I 12 ' ACCI 1 & SANIT WEISEMEN I -48OL- ��1 QB h I I _ _ _ � ARC 1. ' �� --e --- 3 AA----------2 CF--- RAD 4 - -1 eF-------- - 3 KA- - CHD 1. ,p s ... ..rS no= .mm._ ®- . _ - - \ W BRG N O'461 B — —-'r` �.. .- — - - - - EX. 20 STORM DRAIN �; W 475 � � y�F,� / � — — — -- ____ — -' -'� �—'_ —•'= =S_"-� `cam"-'d." � - - „ - _ - ���� I �S Ply / � — -- --_._ —___ --_.-- mom W \/ \ X. 2 470 -- - -- . - _E �0'- sToRM_GR N EA-Sr� j`-,N- 2_�PROPGSED-BIOFILTER._ _ \ \ -SEE-BELVEDERE-PH L_ BLUCKS-3, / 4A, 5A, 6B & 9A ROAD AND STORM- _ Ld DRAIN IMPROVEMENTS, DATED 4/18/07 _ AND DESIGNED BY WW ASSOCIATES — FOR DETAILS ON EXISTING SWM 470 ----_ =- iACILITY5A (WPO 2007 00029).473 Landscp,p Maintainence Notes 1. LANDSCAPING NOTES TREES, PLEASE MAINTAIN CANOPY TO 60'. 2, RECOMMEND CLEAR SIGHT LIMES FR0 4i STREET THRU THE QEVELOPMENT, CURRENT PLANS SHOW TREES THAT IF MATURE WOULD NOT ALLOW PATROL OFFICERS TO OBSERVE ACTIONS WITHIN THE AREA, Land'. qneCal ul tion TOTAL PARKING AREA 17104 s.f (IMMEDIATE SOGA/CIVIC COME PARKING). TOTAL LANIDSCAPED AREA REQUIRED 855 sI' (6% PARKING AREA) TOTAL LANDSCAPED AREA PROPOSED 5,127 sf (3Ch%o.) MINIMUM 'CAN,0PY COVERAGE 7,361 sf (16%, TOTAL SITE) CANOPY COVERAGE PROVIDED ON_ SITE 51312 0 (7.3% TOTAL S(TE)_ CANOPY COVERAGE PROVIDED STREET TREES 3,759 sf (5.1%) TOTAL` CANOPY C.OI(ERAG-E 9,071 sf (12.4%) >�WPRr'JVE { Guu ity scale 1 20 contour interval 0 20 40 80 SOCA FIELDHOUSE ALBEMARLE COUNTY, VA LANDSCAPE PLAN OCHRISTOPHER E. SONNE`a Uc. No. 020621 0 07/09/2019 w� � ti4 G NAL Designed:C. SONNE Drawn: Checked:C. SONNE Date: 7/09/2019 Revisions: 9/4/2019 Application for r �v. pat Letter of Revision (I 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: SOCA Fieldhouse-WP0201300056 Contact(who should we contact about this project) Chris Sonne,Civil Engineer-Natural Resources Design Street Address 1009 Shepherd St. NE city Washington State DC Zip Code 20017 Phone Number 434-996-1752 Email Chris@NaturalResourcesDesign.com Owner of Record Soccer Organization Charlottesville Area (SOCA) Street Address 1685 Polo Grounds Rd. City Charlottesville State VA zip Code 22911 Phone Number 434-975-5025 Email Matt.Wlson@Socaspot.org Applicant SOCA Street Address 1685 Polo Grounds Rd. .'. city Charlottesville State VA zip Code 22911 Phone Number 434-975-5025 Email Matt.Wlson@Socaspot.org SUBMITTAL REQUIREMENTS: r The appropriate fee, --4— YE The site olan number that the chance applies to, ® A request letter describing the proposed changes from thePvner or authorized agent, JI 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 Sig' • I hereby certify that the information provided on this application and accompanying information is accurate_true and correct to the best _4 of my knowledge and belief. 4-) 4744- 1 (Ad•-44 ). r)-) A) .L--, Sigicature of Ownner(Agent Ol td S ?tie Date (em b GoG 3 - Egg)( Pnnt Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# Fee Amount S !vl/ Date Paid—1/1(///By who? '1Q`�✓I()• Receipt# 1 i / Clc# '6/0 qBy- Jt° County of AlbemarL. Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)2%-5832 Fax: (434)972-4126 REVISED 4/23/2018 Page 1 of 1 Natural Civil Engineering Landscape Design NE Resources Washington009 Shepherd DC, 20St 17 DC, 20017 202.489.6214 Design www.Natural ResourcesDesi gn.com.com CBE# LSR80160022021 an ecologically focused design firm Ally 9, 2019 County of Albemarle Department of Community Devetopmer:: 401 McIntire Roac' Charlottesville, VA 22902 RE: SOCA Fieldhouse Project - WPO201300056 Letter of Revision To Whom It May Concerr;: There has been a revision to the building footprint for the above referenced project, Mans for which were previously approved. As a result of this change, minor adjustments have been made to the site features (walks, landscaping, etc.) adjacent to the building. Four copies of the site plan showing the proposed changes is attached, as well as the Letter of Revision Form and associated fee. We look forward to working with the County to resolve any issues that may result from these changes and to expedite the final review and approval process. Sincerely, Christopher Sonne, P.E., SITES AP Civil Engineer CC: Matt Wilson, SOCA Doug Lowe, SageBuild Consulting Natural Civil Engineering Landscape Design NE Resources 009 Shepherd St20 17 Washington DC, 20017 202.489.6214 Design www.NaturalResourcesDesign.com CBE# LSR80160022021 an ecologically focused design firm September 6, 2019 Rebecca Ragsdale Principal Planner Albemarle County Zoning Department RE: SOCA Fieldhouse - Letter of Revision Dear Ms. Ragsdale: I have reviewed comments provided by your office regarding the recently submitted Letter of Revision for the above referenced project. These comments are shown below, with responses shown in italics: Zoning: 1. I still need to confirm what the process is to designate the pick up and drop off area in front of the building. That was not shown on previously approved plans. The pick up/drop off area in front of the building has been eliminated and replaced with additional curbside parking spaces, as discussed. 2. The Belvedere code of development requires a 10' maximum front setback. It looks like the Upper level meets that but please add SBL on the plan to clarify. The proposed building meets the noted 10'maximum front setback requirement. The location of this maximum setback line has been added to the plan for clarity. 3. The proposed plan eliminates landscape islands and required parking lot trees (3 ginkos). An update to the landscape plan, which was sheet 8 of the minor amendment (SDP 2013-045) must be provided. Ordinance requirements are below. The proposal does not provide for the minimum required parking area landscaping. Islands can be at the end of parking rows The parking area along the eastern side of the building has been modified to meet the landscaping requirements provided. In addition, the project Civil Engineering Landscape Design 1009 Shepherd St. NE Washington DC, 20017 202.489.6214 www NaturalResourcesDesign.com CBE# LSR80160022021 Landscape Plan (Sheet 8) has been revised accordingly and added to the updated plan set. Engineering: Only one review comment/requested change: Revise design to ensure each short connecting section of sidewalk (between parking area and building) is >- 5' wide - otherwise, No Objection to LOR #1 (CV updated). The short connecting sidewalks have been modified to provide a 5'width throughout. Note that comments and revisions for the Albemarle County Service Authority utility review were separately received. I will copy you on the responses to those comments. We are providing four (4) copies of the revised plan sheets for your final review and approval. I greatly appreciate the County's assistance in moving this project forward. If you have any further questions or concerns, do not hesitate to contact me. Sincerely, ,r,:fle. Christopher Sonne, P.E., SITES AP Civil Engineer Copies: Matt Wilson, SOCA Doug Lowe, Sage Build Consulting General Grading Notes General Utilities Notes \ \ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT 1. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, EARTHWORK GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL ELECTRIC). OBLIGATIONS BETWEEN CONTRACTOR AND OWNER. OWNER TO NOTIFY ENGINEER OF THE 2• ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ALLOWED BY I TIE IN 0 EXIS IN \ OUTCOME OF CONTRACTOR'S EARTHWORK/GRADING ESTIMATE. SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH BUILDINGS. WATER INE H E CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER PRIOR TO I WITH 12" X 8. TS&V 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT INSTALLATION. I 11.2 BEN MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR I I THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH -MOVING 3. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA I ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. REFER TO STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). I I EROSION CONTROL PLAN FOR NOTES REGARDING FILL MATERIAL. 4. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING ARE l S\ 3. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK NOT PAINTED. 12" VEIRTICAL BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION SEPARATION TO BE AND DISPOSAL. 5. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. PROVIDE BETWEE WATER LINES AND STORM 6. ELECTRICAL ENGINEER TO DESIGN SERVICE TO ALL EXTERIOR LIGHT FIXTURES AND PRESENT DRAIN. A S0, INSU TION 4. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED TO BE POVIDED AREAS AND REPLACED WITH SUITABLE SOIL. SAME TO OWNER, ARCHITECT AND ENGINEER FOR COORDINATION AND COMPLIANCE WITH DEPTH 0 GROUN OVER SITE IMPROVEMENTS. IS LESS TAN 3 FEET. / 5. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION 7• ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER LIMITS INDICATED ON THE E&S PLAN. SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL 22.5%BEN CONDUITS. D / 6. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND � 8" DIP / CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR 8. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE CHANNELS WILL NOT BE PERMITTED. LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). BELVEDERE \/\ 7. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 9° CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO VILLAGE FI 6-INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FINSTALLATION. FE). GRADES SHALL GREEN 6" GV DRANT SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER 10. CONTACT ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE FOR THE LOCATION OF THE / PROPOSED/EXISTING GRADES. A DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE REQUIRED KNOX BOX. 8"x8%6" TEE, 8" GV &,PLUG CHANNELS SHALL COLLECT AND DIRECT RUN-OFF AWAY FROM THE STRUCTURE. A -DETAIL LETTER 12 - SHEET NUMBER 1" CO T R METE t \ 1OPP/tR SERVICE GV I I � 6' RADIUS (TYP) BELVEDERE BLVD. General Site Drainage Notes Natural p _7LLNE_ •-- -M- I- M-_ 1. REFER TO ARCHITECTURAL DRAWINGS FOR ANY DRAINAGE DETAILS WITHIN FIVE FEET OF THE BUILDING FOOTPRINT. Resources V)zI 2. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING AND/OR w I of I PROPOSED STORM DRAIN SYSTEMS. COORDINATE INTEGRATION OF SYSTEM AND Design wt- IQ- I o STORMWATER MANAGEMENT SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO OF THE STRUCTURES.an ecologicallyfocused design firm IICONSTRUCTION O I3. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE INs, Washin ton DC I I I ACCORDANCE WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH cai I LOCAL DEPRESSION. !' ST I �X 4. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF 1009 SHEPHERD ST. NE \M� I w THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT WASHINGTON DC, 20017 I END WALL SECTIONS WHERE APPLICABLE. 202.489.6214 I 5. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE www.NaturalResourcesDesign.com a 3 INLET BOX. - - CBE# LSR80160022021 TOP=495.7 6. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT _ STANDARD SB-1. NOTIFY ENGINEER IN ALL CASES. 7. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. 8. ALL CURB INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION AT THEIR THROAT TO PROMOTE POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE DETERMINED AFTER FINAL GRADING AT EX. VA��11LZ THE TIME OF FINAL ACCEPTANCE OF THE PROJECT. EX. rANSFORMERS General Sanitary Sewer and Water Main Notes 6" CL 52 DI FIRELINE WITH INT RIOR BACKFLOW PREVENTION DEVICE 1. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. LOT 85 J • • • 54 55 57 L58 C� 59 C� 60 � .� 62 � 63 5q g5 r � / �96 LOT 2. PRIVATE PRESSURE REDUCING VALVES (PRVs) WILL BE REQUIRED Al EACH BUILDING. I qg8 % / / 3. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY �'''' "°"" TERRA EC 0 L 0 R E D C 0 N R E T E) / / SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. --- - FDC 4. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. /oos� -- CLEANObTI 50 -- /� 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN p� FOR _ PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. - - $:: - - - O / I / / / �/ \ \ 15' ELECTRIC EASEMENT I 10' (MAXIMUM) FRONT / 6. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED. -----` 1� 17.9 LF 8" DIA. PVC TIE SANITA Y SEWER _ /I CnI SETBACK LINE (SDR 35) @ 2.0% LATERAL IN 0 7. CONTRACTOR TO PROVIDE A REDUCED PRESSURE ZONE BACKFLOW PREVENTER (WATTS \\ �� TEMP0RA Y / // 1 so EXISTING S NITARY \ - - - - - - - - _ I / MANHOLE q SERIES 009 OR EQUAL) ON THE DOMESTIC WATER SUPPLY LINE WHERE IT ENTERS THE \ CONSTR TI6N I �, I TOP 493.00 / �o S�F1NEf�LIN BUILDING (INDOORS). PROVIDE ADEQUATE DRAINAGE BENEATH THIS DEVICE TO CAPTURE \ EY18E4v1ENT I ``' INV IN 488.00 p OPERATIONAL AND TESTING DISCHARGES. _III INV OUT 487.90 I 9�� 3.0o � z - 51 -66V Ng� ACSA General Water and Sewer Conditions J TE,IPORARY yes°- �_ `------ I 1 f.i / s r CONSTRUCTION I I/ �I / 442'�4Ni4lT 23.4 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE EASEMENT _ �I 9a 4" PVC SDR 35 / -498- L/A I ((DOWNSPOUT TO / ��� / AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR Q - - - 6" DRAIN PIPE y) TYP qq� s 0l / SINGLE SLOPENROOF / R NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 90 O � ROW LOT 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE o \ ��----- I / 490� 20 AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF I- -_---- / 497 -- / / 8900 UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. - - -�sv- ROLLING / / / DUMPSTER 8 fft17 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED �r I WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE \ - _ QL PVC SA � fW�OF Atli I NIITIATIVE,LY P LOCATE TELY CORRECT. ALL UNDERGROUND LINESANDCTOR SHALL, STRUCTURES, ASSNHIS OWN NEC NECESSARY. � i I \ DF SOCA FIELDHOUSE / T C a . ( 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION SkinOl IISI SN NV Id o / cn BO 487. g 6 c 411. I LOT OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS `JNIlSIX3 NVId---__-- - J UPI / Y / 'I ADOPTED BY THE ACSA. ALBEMARLE COUNTY VA - � \, - -564- � 142.9 LF oc 15" DIA. HDPE `J / i i (S O �H WALL) ol, ` I I 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. I \ �� - '494 / / CaJ 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY - - - < I (1-800-552-7001). -£64---` ��-----b6b _ / SOCA FIELD SE \\ - �R �\ 5' , ICI / / FFE 0 OCCER g /^ I 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF 9 / FI = 487.50 / �� L (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE \ / INGLE SLOPE RCO= > - - - � \ 4 -_ / o_ CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE N Zsv �� 492 _-- 492 9,3 Vol s / LATERALS AND WATER LINES, ETC. 6" CURB INLET Z I �� / W//6' THROAT _ X I. esb r �a4g�- 4 .8 TOP 485.70 wI I ( 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF \ �- - 4 ! II NCRETE STEPS INV IN 481.70 I i ROADSIDE DITCHES. a 49 IN-1 T48 �I� 1/2" RISE INV OUT 481.60 i�86 7 I I 488 o sINV OUT 482. 488 ^ - P�READS / 3„ PTv S I 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE 4 .6 / -o - ' /o RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ~ - 89,90 489.48`- ! + n 0 5 IJ�� GC a° . / I i I 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. w \ \ \ / TO 48�. / / / \ CD 8 16 1 19 20 2 24 25 26 27 8 29 0 3 1� \ / I 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD a \ / 81.0 LF n' 4 �- I REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE B •. 15" DIA. HDPE N, W ~ 5 9fSMOOTH WALL) I BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 4 .9 OC 488.00 / TOC 487. .0 4.4% 4 17"9 TYP 18 TYP. obq®eCa 7 / / / 1.0 I � 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE q Q / / PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA DGE r9 w'�� 6" PVC SDR 35 GARAGE ACCESS / % LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL 24' \ aZ © 2% / AT ELEV. 487.50 / / 11 I INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE rn=oM \ COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR LAYOUT,GRADING ` �' z a4g$37.8 SINGLE SLOPE ROOF I JI� UNDER AN 'OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 6 6. IBTCC 487.98 - - - ^�� _ _ BOC 48z3 / / / 1 w2Q ACCESS E3 CONTRACTOR. UTILITIES D P L A N 487.48 a / 6" OURB INLET I I ASEMENTRY S 2 86; TTr6l/ w 4 35 36 37 38 39 40 41 42 43 7 48 49 50 51 52 5. / / / / / NVPIN8478.23 1 II 13 PRIVATETHE . VISUAL INSPECTIOER LATERAL N NAND HPRESSURE TESTING OF NNECTION AT A TIHEHSEWER LATERLE SHALL AL x U \ 86. TOC 8. _ i INV OUT 478.13 I SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. T,T QF - / X. s-39 sqr sr,A ✓N 0 486 486.3 a86.7o / 1 I EWER THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH Llp o - - _ g�� CURB INLET -484- - - - - - / / NV OUT 471. MUST BE OBTAINED BY THE CONTRACTOR. /„e G �l - g60 - -T 86 _1 - 484 _ / 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. )CHRIISSTTOPHER E. SONNE9 to 2~ Lic. No. 020621 ©10. 4 - - - - / -- VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM .6 INV OUT 480.13 EX.- ®RN11T ER'TOC .32 .3OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING o 07/09/2019 MH-1 - 467 48i 2 AN OTHER INV IN 4 - - - PVC SANITARY�EWER = 7 3' 6' RAC 1. PLUMBING PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR sm 4- - E . 8" - INV IN 667�5 :4 a .8 \ - - - - - - - - - - - - - - - - - - - - - - 4 D 4 .i0, � �� I�SAL F' - - - - - - - - EX. xRNS \ B G N X 0'46°W 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL -MH� �� � � - - - - _ - - EX. 20' STORM DRAIN Designed: C. SONNE y c�F` 44V IN- 47-060- - - - - - 475 �5 - - -a_��� - - - - TO BE RELOC ID_ D-1 IS GIVEN BY THE ACSA. g R /� / / �A1V.�AT�7D 5D - - - - - - - �'S--�-a. �S EX_30 RCP SD / S/ / �� / - _ _ _ - - - _ - - _ - - _ - �5 INV O U Checked: C . S O N N E - - - _ -. - -\ \ X. 20' STOI OLb - - - _ _ _ _ _ _:TX 20` STGRM�AIIN ZASr � so Date: 7/09/2019 --SEE-BELVEDERE-PH� - - _ - 6 \\ ID: D-1 Revisions: 9/4/19, 6/18/20 S 4A, 5A, 6B & 9A ROAD AN STORM- _ R�4�� o D\ z_j DRAIN IMPROVEMENTS, DATED 4/18/07 o- ' AND DESIGNED BY WW ASSOCIATES \ \ '9 FOR DETAILS ON EXISTING SWM �\ \ RC, scale 1" = 20' contour interval 2' FACILITY5A (WPO-2007-00029). I I11 IN, S NI 0 20 40 80 General Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIP LINE OF EXISTING TREES. CONTRACTOR SHALL CONTACT OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS PRIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY OWNER, BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIP LINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIP LINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. 4. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 5. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 6. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 7. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 8. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. 9. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 10. STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LA AND ENGINEER). TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LA AND ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY. 11. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. NO LANDSCAPING OF ANY TYPE SHALL BE PLANTED WITHIN A FIVE (5) FOOT RADIUS OF ANY FIRE HYDRANT OR FIRE DEPARTMENT CONNECTION. LANDSCAPING IN THE AREA OF FIRE DEPARTMENT CONNECTIONS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE (5) FOOT RADIUS ON MATURITY OF THE LANDSCAPING L 55 59 � 1 60 �' \ �� a � 6 QR �---- _ I — —oog—� I I —664— I �� _ — —498— _ �N \ \ —g64— / Plant Legend and Schedule DECIDUOUS CANOPY TREES TYP. .CODE _SCIENTIFIC NAME COMMON NAME QUANTITY CALIPER/S17F ROOT ARFAITRFF TOTAL AREA X 08 Quercus bicolor swamp White Oak 5 2.5" cal. I I B&B 299sf 1495 sf GB Ginkgo biloba 'Magyar' Magyar Ginkgo 3 1 2.5" cal. I B&B I 81 si I 261 st QP Quercus Palustris Pin Oak 3 2.5 cal B&B 300 sf 900 sf UNDE TREES TYP. CODE C1,EN SCIENTIFIC NAME COMMON NAME 1 QUANTITY CAI IPPRIS17F ROOT ARFA/TRFFd TOTAL AREA AA Amelanchier arborea Servlceber 14 6'-8' het ht B&B 130 sf 1820 sf CIF I Comus florida Fbwerin Do wood 1 14 1 6'4 height I B&B 1 124 sf 1736 sf TOTAL: 5312 sf ■ STREET TREES (ALREADY PLANTED CODE I SCIENTIFIC NAME COMMON NAME Platanus occidentalis S camore 3 1 1 1253 sf 3759 s f _PO QR Quercus Rubre Northern Red Oak - . 01 2 9 1 1 QB \ 2 CF —3 AA i TOTAL: 3759 sf r— 3 C 9 LOU TERRA E (COLORED CON E T E ) " S o 0r I0 / o / / NouN / SOCA FIELD SE FFE 0 OCCEF FIELD = 487.50 Landscape Maintainence Notes Natural —I— 1. LANDSCAPING NOTES TREES, PLEASE MAINTAIN CANOPY TO 60". I Resources 1 2. RECOMMEND CLEAR SIGHT LINES FROM STREET THRU THE DEVELOPMENT, Design i CURRENT PLANS SHOW TREES THAT IF MATURE WOULD NOT ALLOW PATROL OFFICERS TO OBSERVE ACTIONS WITHIN THE AREA. an ecologically focused design firm Landscape Calculations Washington DC S� — 1 TOTAL PARKING AREA 17,104 sf (IMMEDIATE SOCA/CIVIC CORE PARKING) 1009 SHEPHERD ST. NE PO I —svO — — sv°— — TOTAL LANDSCAPED AREA REQUIRED 855 sf (5% PARKING AREA) —sva— — TOTAL LANDSCAPED AREA PROPOSED 5,127 sf (30%) WASHINGTON DC, 20017 202.489.6214 — 1 MINIMUM CANOPY COVERAGE 7,361 sf (10% TOTAL SITE) www.NaturalResourcesDesign.com b = CANOPY COVERAGE PROVIDED ON SITE 5,312 sf (7.3% TOTAL SITE) CBE# LSR80160022021 CANOPY COVERAGE PROVIDED STREET TREES 3,759 sf (5.1 /o) TOTAL CANOPY COVERAGE 9,071 sf (12.4%) ten.— —..— i .15EL CTRIC EASEMENT AA 1Q�% J 0 I I\ II I �I\ b,' I 488 89y:�l i�a6 7 8 Estzev Ni / 1 19 20 2 24 25 26 7 29 \ 0 3 V _— o / / IS 10I F / 1 37 38 39 40 41 4243 48 49 50 51 52 53 jr a 84 d a— 4 4 d --- / 4 4 — — — _ _ / 4 2 2 4 — — j 1 QB 3 --- 3 AA----------2 CF_5S\ ��—------- 3- AA— ------- �� DRAIN . — — — — — — — — — — — — — S 7 —� —� ■� ■� S ■ i .S Now SEX. -20` S�ORM--DR IA N EASr4�1c13� -- 473\\\V III l l I I�. 12 ' ACCI I & SANIT IEpSEMEN I III scale : 1" = 20' contour interval 2' 0 20 40 80 SOCA FIELDHOUSE ALBEMARLE COUNTY, VA LANDSCAPE PLAN /iid RISTOPHER E. SONNEy Lic. No. 020621 07/09/2019 1� SstONAL F'�G Designed:C. SONNE Drawn: Checked:C. 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NE WASHINGTON DC, 20017 202.489.6214 www.NaturalResourcesDesign.com CBE# LSR80160022021 SOCA FIELDHOUSE ALBEMARLE COUNTY, VA SITE LIGHTING PLAN �' O•IIG �' �.)CHRISTOPHER E. SONNE9 Lic. No. 020621 4: o� 07/09/2019 w �99�0NAL 8��� Designed: Drawn: Checked: Date: Revisions: 9A Spfltd9cations EF*-. 1 01 h pgr 33' ova a.. Ypldd 13' roar. EL1•AtI t 7.112' cola.: 27 ll (nwNk ulav} D-Series Size 1 LED Area Luminaire n FiiEiL Z H1 7�7 Introduction The modem styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. 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General dlumriation lighting with 10 S.AAH and 55' cutoff to source and source image. Sell flanged anadlred reflectors in specular, semi specula,. or matte diffuse finishes. Also axacLable In white and black Painted refxtors. ELECTRKAL— Mum Will ;120-277V. 50�Y ilrl O 01? dimming drivers mounted to lunnron box, 10N a 14. mlrumum dimming level aearLa•le. 147V mot le option, transformer must be field -Installed to an accessible rennoe-mounted Junction bar. 0 10V dimming firture requites two 0) additional low -voltage woes to be pulled. TOM lumen maintenance at 60.000 bows, UST116S certified to US And Canadian safety standards Damp location slandi d (wet laa(ron, coursed (erling ciptweW I. ENERGY STAR' (erafied piodua WARRANTY - - S dear Ilmded warranty. Complete wanmty terms bated aT ..nnu^d-.In.k a�mXur,cm,i Av��un,.'1+•cos and �nnndmn.. ani Not•. Actual performance may differ x a r<s LIT of end "r emuonmmt and appNaoon All values are design a typal vabrs, mexored under Laboratory (ondilwm it 15'C Speuhubms subject to change without notice. !� Aa CaNOleatlOMW*a*d ytbdo,bwcl d Catd g Kurrte Nnus 'ra LDN6CYL 6" CYLINDER Nil IIfJOMT $WANA � it' lead (tires will wary depending on options selected canull with ymr sale rep eunlNne. EEra•yk: lDNi 35115 L06AR L55 MYOIT ED KM DWRIG LONG YL soon (dn1Nq•rNgr• LaR•RA yr6wrENtwr * ol WNVYL 6' Windt, 271 2100K 05 5DOI%mms L06 Downligh( AN Clear L55 Semi spe(IY All Multi woo )W' )DOOK 07 750lumem IWd Walhvash WR' White ID Matte diffuse 120 120Y 351 35M 10 I000himens BR' Black LS Spesular 277 27TY 40! 40OX 15 15D01umens Sw SOOOK 20 2000 towns 15 25001umens 30 3000lumrns 40 4000 Iumem 50 5000 towns •Itwo mouldy •MIENe Cohn*" 6110 0-10V driver dims to loot F(M Cerling mount St' Smglefuse DWH6 Mattewhde G71 0-10V driver dims to t% WM Wall mount 4PP16D' nbsto network power+relay pack Will IDV DDB Dark bronco EZ10 O.IOVeldolEDddversrRh PAT Pendant 31'thread mount dimmengfornon eldclEDdriren(GZ10G1II' DILL Black smooth and Maker hee deep A((' 10ftaw(f4flubleaM(ordmount soPP160fA" nllghT'ne[wak pownhNay pact wnhp tU' DWH Glmsywhl(e dimming performance down dimmm R gfornon-eldoLEDdrsws(GZIO,GZII. E to 101b Al ISN aircraft and wed mount controls fixtures an emergency circUlL DA18 Medium Name (21 0-IOV elOOIEDdriver wMi Illesa Zr' trUght• dlwnng pird(oneroNO-IOW elill DHA Nitwit aluminum swAMhamdMkwfFndeep drirm(EZIQEZI). DSS Sandstone IIPSINDEM" nLiglR•dimidigpah(AIb*O.l0Y eldolfD DG( Charcoal grey dMers VIORIL ER(onNMsfwloresdn DTG Immsgreen t+^w9en[Y orruw. 9OCRI High (RI 190 i; DBR 0, Its red WC Wet laation DSB Steel blue Ntln 7 Spr(AyvOAF It far use with gori.,,I,fMli.e, Will ions", n nruq,my`at teede.it nnmw I Not aaisibi,. A(( mount hot Iii Not a.ad,bi,.irh hnsw% d lnlwlarnewMemrunteel.gmslsanN {tgellMoramary4emmmndra 1 W" I.1141240t...."'Idi'dwmen 9 Nol maikblramA((aA([t•amwntnq aptmt. 4 Suppiedwthlb'ugplyariddmmingrnnnrnivn 10 .kaMDwul acnne<tuY<alarsAwilade. see w•a Ciro. a.>:mnr. o: roc. 5 'A'MrrwdwppirdeMhwM,ho.ingr Alloi4rlinrMr+ugnedwahbladmN 11 Cob airy length ul5t<m must br spm6ee lfiom 6'to deq'mrwn aremene �n wwxxnumw(IansoNd'i. 6 Armlpeufrwltage D0Yor077Y Ei 00 )WHG (almgalwhmmtfanntenor use (awll lactwr lv atm> 12 NunbtfNld.srdedmmaunvbk'eww0 moumrdfuacaanbm u%a'tL ; d- 1, -E IIEC'i - Schedule SymbolQTY Manufacturer Catalog Number Number Lumen Multiplie LLF Wattage Efficiency Filename Lumens per Distribut Polar Lamps r Lamp ion 3 COOPER HC630DO10-HM634935- 1 1 0.9 26 100% HC630DO10- 2431 LIGHTING 61MDCWF HM634935- SOLUTIONS - 61MDCWF.ies o A HALO COMMERCIAL n (FORMERLY EATON) Max; 2411CA 4 COOPER SMD4R6940WH 28 1 0.9 9.8 100% SMD4R6940WH 27 LIGHTING .ies B SOLUTIONS - HALO (FORMERLY O EATO N) Max: 268cd 5 Lithonia LDN6CYL 40/20 L06AR 1 1 0.9 22.52 100% LDN6CYL _40_2 2115 DIRECT, Lighting LS 0_L06AR_LS.ie SC- E s 0=1.02, 90 =1.03 (� Max:2194cd 6 Lithonia DSX1 LED P2 40K T4M 1 1 0.9 70 100% DSX1 _ LED _P2_ 8707 TYPE IV, Lighting MVOLT 40K_T4M_MVOL SHORT, n G Ties BUG RATING: B2-UO- G2 Max:4955cd 16 PROGRESS P5674-3130K 1 1 0.9 16.9 100% PROG_P5674- 504 31.ies o H 0 Max:422cd Note 1.TYPES A, B, H ARE BY OTHER MANUFACTURERS. OTHERS MUST VERIFY THIS CALCULATION FOR THESE FIXTURE TYPES. 2. ALL FIXTURES MOUNTED AT HEIGHTS ON FIXTURE SCHEDULE 3. ADDITIONAL TYPE h FIXUTRES WERE MOUNTED ASIDE DOWNSPOUTS Natural Resources Design an ecologically focused design firm C% 1009 SHEPHERD ST. NE WASHINGTON DC, 20017 202.489.6214 www.NaturalResourcesDesign.com CBE# LSR80160022021 SOCA FIELDHOUSE ALBEMARLE COUNTY, VA SITE LIGHTING DETAILS �CHRISTOPHER E. SONNEa Lic. No. 020621 4 L0 07/09/2019 ti,I 9 A �ONAL Designed: Drawn: Checked: Date: Revisions: