Loading...
HomeMy WebLinkAboutSDP201900012 Letter of Revision 2020-05-18@ 2020 - 30 SCALE, LLC a v 0 Ln a z 0 0 00 6l u a O m _L OHU - OHU _B- OHU --_,ppDROP TMP 61W-3-21AI I I I I I I LINDA BLAKE GAYLE LLC WEX7REEN I I I I I "IN STFIELD,"SECTIOI3 I z D.B . 2813, PG 445 I I I D.B697, PG _ D.B. 880, PG 595 PLAT I 425 426 PAT I 0 20 40 60 0NED C] I I I D.B. 703, PG 732 D B. 704, PG 517 LA I I SCALE: 1 "=20' USE: MO ME I NC. PAD I PLAT I I I DIB. 712, PG I I 689 PLAT I I I I ZONED R10 AND R1 I I I J I I �JSE RESIDENTIAL f REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION U U - INTERPARCEL PEDESTRIAN U CONNECTION WITH BIKE o N I I OQ EX.tED i I RAMP - PROVIDE HANDRAIL 1-0- BOTH SIDES - SEE DETAIL 20' DRAIN GE & I �L o~ EX. SHEG EET 20- - O UTILITY EASEMENT LIGHT PQ�E (SEE SHE tX. STEpS I o (PLAT) 1 ETS I SE EX VEPCO ESMT DB 704 P 515, 517 (P ) 7,2 FOR DE � �- E LEERS OF TAILS EX. RETAINING I Jo ►- OFF ERMISSION FOR DB 418 PG 578 - g.0 DB 986 PG 70 EX• 10' PRIVY I WALL I ING T TE TEMPORARY _ LGRq _ LANDSCAPE ESMT - I I I RE_F INING STALL I 2111 �.,�'' (DB81 PG 322 - ILL "q„ 1 15' DR IMAGE ESMT ; o _ I (2,714 SF o~ `O _ - o I ) I EX. SHE -� o - - - - - - - - - - - - - - - - - - - 20 B 940 PG 212 ', ' I 5 _ J 524.47' 21 3 ' ' 2' PA KING ,, ti _ _ ^' - �` - - - - I I o 6F-513.50' I OVER ANG F-523.50• RETAIN NG 17 P P. 'X ' WAL �, ALL B 9.0' -� _------------- __ - k, TX. SHED �62 ARKIN (BR) APPROX. LOC. \ C - "FC f� K� IBER / - - LTJ AX HT 5' W/ �7 Q- O ERHAN - - - - - - - - _ - - - - - - o - N4 E 404.19' -- PROPOSED 8 DIP PRIVATE WALL GEOGRID rn - - - EX; IO'_ 14- 070 KING FIE G 1+61,53= REL CATED 16 EX. 2 - - -� -� LANDSCAPE ESMT ^ --- w I 2 P G-------------------------------- WATERMAIN A 11.2� AC OBE ACS PARKI _ __-- OVE HPN , , + BEND EN WAT R ESM VERHA G - - -�81 P_ rn +00 � - - o �_ - DB 5281 P (DB 281 P - - - -' - - R i 200 PROVIDE INSULATION F'OR WATERMAIN "A" 200 R 200_ G 322 G 322) 9.01 o I 3+34, 70 L CIS I i S2 AT STM X-ING S FILE -� �� RAMP -�= ARV - FX6 TEE 6" GV, _ \ A I 5 R UP TO Q A, 8X 6 - 8"-900 BEND 1 PAR -KING � - 14 RED _ +06 17 ' -' �� i __ i VAR WIDTH 5 5' �';RLEVEL 2 STOP SIGN j �0 RE G 14 , - - -' i f -�' 9 i CONCRETE WALK' " "- LL - - 6.5 _ Io,0'R Sq � CG-12B C-T _ \ 1 I a i 12B 2 R 8.0 8.0' 8 0� 5.0' l`OgER� 6„ SAFE7 Y -1.0' - „X6„ T 4+69,34= 1 1 EX. ONE-WAY SIGN FF-51 60. 7 FF-511203' 88 EX. 10'X18' S1 FACILITY EASEME (DB 5281 PG 1 EX. 10'-WIDE SWM FACIL ACCESS EASEME (DB 5281 PG 3 --€X STREEI�STOP NOT ENTER SIGN SAN I--T 6 FF-505.32' 94.0 - NVA 8.0' vV� rn I DIp WAT RAILING E, 2-6" (3) A q (PRIVATE)� _ o - - 13-�Q�AIN "A,, EX. 10'-WIDE SW FHA, 6"X4" ED. I PARLI UTIHI -? (1) V N ADq A G SI NS AN - �� - ACCESS Eq EME FHA I I i SEE ETAI #1 i N AREA 80 RKIN SIGN ASPHALT - CG-1 , °°°°°°°° o - S E DE W EELS pP 17 PAVEMENT FA EX. 8 30' SW ,tip I -- - --- ------ - -� J--- -SHEET 9� 24.0' 0 18.0' � 18.0' � O ' I , A $ N 7.0' 20.0 - CG-12BO - - - SHEET ) �pB SMENT 8"-90° BEND m m I o � _ _ �� 1 281 PG 37p� o _ O BO LA EX. P RK 27.2 0 f o � \ � 0 - - _ _ (TO E )- \ 13'X20' �2 - - -S E SHE 21 F R DE7 IL) 0 4 1+ 4' I ❑ OVERHANG ti _ _ 10 ENLRAGED) W a o- 7 0 o , CONC. PAD o I J w a N o (GENERATOR) ERHANG o - - - - - N 15� - J J � cn RESERVED RESE D RESERVED - - - TO PL - CD p2 w EX. ACSA Q QI I 12" EXTERIOR QD Q VARIABLE WIDTH = 1 "' I WALL (TYP) 3 8 X8#/NC. P DS B LLARD (4)� MAX H - o 1 ,> o° ( .) ) 31 o° 9 0 (ISEE SHEET 21 I OR WM VAU�_ EASEMENT z BO ARID LIGHT TRANS ORMESWIT H DB 4716 PG 743 I c� � o ( EE SHE T 17 F R DET ) 9 0, q DE IL) N (COMM) 14.0' 9.0' 10 5' o n I D PROP. 114-LF 8" PVC -RES CON PAD 1 .0' i1 oSANITARY SEWER 5 _ 71.0' _ 2'X25' z im * DRAINAGE I A PAR ING SIGN (1) CHEEK WALL MAX. HT =16" L DING "' I EX. 8' X 22' SWM I �, 12 EXTERIOR �� SPA E ESMT o° FACILITY EASEMENT o PARKING LEVEL 1 o WALL PARKING LEVEL 1 F L_ PG 212 I o STOP S 6A Fr- (DB 52�81 PG 370) (84 SPACES INCLUDES 7 TANDEM SPACES) o DUMPSTER SCREEN WALL TO ��ENTRANCE i o I o CONNECT TO13UILDING SEE CG-12B 1, o 2 5,1 �� I I ❑ I I 8.0 8.0 8.0 ARCH PLANS. _ - _ 73 I I I 4q� LJI _W - - - - - 2 SCALE 2/27/2020 I I I ENGINEERING Iowner: IOPZ EX 23' INGRESS/EGRESS BERNSTEIN/CHRISTOPHER 2, LLC 10- EASEMENT FOR FUTURE I c0 I HOUSTON STREET EXTENSION engineer: DB 4135 PG 249 30 SCALE, LLC DB 4135 PG 215 PLA I 871 JUSTIN DRIVE PALMYRA, VA 22963 I I p:434.242.2866 o~ I e: mike@30scale.com I I _j web: www.30scale.com I Q z _ Z O I w RETAINING WALL "A" ACCESS PATH 1� GRADING II IEASEMENT DB 4135 PG 249 II DB 4135 PG 215 PLAT I I g2A 1 I NI E if. --/IC -----I ._, I i LT°LIGHTBUILDING- ( P•) �I ® A39•0' o BUIL ING 3'R (SEE S EEI7 OR DET L)35 -ATER AND SAN WA ER/0 OVERHANG SEW ESMT. FIRE---------(DB 5281 PG 32� CONC WHI[EL ST P TYPPROP T NCH DR INinol I �I _ l / ENTRANCEi-�CD SHEET 20 FOR DETAIL) �, 18.0 11 PHASE Al / � i (�) ADA PARKING SIGNS ii ii - oz o o I ~ N II II 6 INTERIOR �o o w o o N M w El LINE I .y0 i AND (1) VAN ADA II II WALL � + N w I o o _' 8 SAN LATERAL i PARKING SIGN II ,_ II z i I CO 6" SAN LATERALi II a O II a o t m II = O II z EXT. C RRIDOR o m z �, �� Z00 m o� m ' I I W EX. ARV 6" WATERMAIN "B"I �` ii ii � '' "' ��' � � � � o F u n - RLD nITRA^ICE G -- MULTI AM I LY _ _ _ > o o o I Q Co v ��o LE ELS 2-6 Og x IRF 10 o S ^' z c 9A' W � Fr o ® �I I 1 ``� " 160 APARTMENT UNITS OFFICE COLUMN LINES TYP STAIR I I m z 12 INTERIOR ( ) o �- 18.0 2 .0 V <n II I I ..- - - - - - - - I WALL (20,000 GSF) FOR INFO ONLY. � o IRF q VARIABLE IDTH ' I y EX L I -,:P DETAIL #2 i I EX. 10'-WIDE SWM FACILITY z z `tV I �' 12. 'I 12.5' F � � REFER TO ARCH PLAN rn � 2 EASEMENT X- i - SHEET 9 FOR ALL BUILDING ACCESS EASEMENT --�-_ - 6664716 P 743 - DIMENSIONS (DB 5281 PG 370) cFF_5o5.99 62 I I a - BL _ CE I _ _ _ -EXISTING UTILITIES TO B FF-507.40' I BE ADJUSTED TO FF-505.90• 93 9' MATCH FINAL GRADE ` EX. 10'X18' SWM 1 LOBBY BLD ENTRANCE EX 15' POWER ESMT 4 ' CLEAR DVIDE BRICK PAVERS IN MEDIAN I FACILITY E SEMENT 10 � �6 5 I (±6,000 GSF) DB 4160 PG 199 �12" EXTERIOR I (DB 528�PG 370) o TER TO DETAIL, SHEET 21) " � RE MARKER POSTS � 6" PVC CO DENSER DRA ° AND PEDESTAL L UGU ---- UGU` - - Y � UGU - � hj�� - _•� � f�� ��a�'ir/' for► _�_ POWER OD8 PU'LLBOX JI I _[��1_ _ ►► '� -_ _ � - --- - HANDRA APPROX. 440' TO HYDRAULIC ROAD �7 I INTERSECTION EX GASLINE EASEMENT DB 4186 PG 321 v,XL # I STOP 7" SIGN 681 1 PARCEL 1� TMP 61W-3-19A OCT STONEFIELD PROPERTY OWNER LLC DB 4857 PG 503 ZONED NMD I 27 ; OP. HANDRAILS (TYP) SAN SAN SAN- - / RETAINING WALL "1" MAX HT = 3.6' - - (105-LF) 11 I \ - I 77 N INGLEWOOD DRIVE 26 - ., o n 1 U ` I I- (PRIVATEROAD) SAN S CNN = SAN o -- EX 23' INGRESS/ LOT D3 I EGRESS EASEMENT TMP 61W-3-24 D DB 4135 PG 249 MACFARLANE STONEFIELD, LLC Z DB 4135 PG 215 PLAT ZONED NMD DB 4165 PG 001 DB 4135 PG 215 (PLAT) EX 20' SEWER EASEMENT CD z DB 4391 PG 331 1 i QO�i RETAINING WALL "2" 24 -11 MAX HT = 3.8'- L (173-LF) Ni10 1 1' .- �1 EX PUBLIC DRAINAGE EASEMENT DB 4135 PG 249 ** CONTRACTOR TO RE -STRIPE HATCHED +-L AREA AT EACH END OF INGLEWOOD � PARKING AS SHOWN STOP SIGN STOP SIGN N \ I�o r PARCEL 1 z -i TMP 61W-3-19A OCT STONEFIELD PROPERTY OWNER LLC N Z DB 4857 PG 503 I Cn ZONED NMD � I I rn y l LETTER OF REVISION #2 I.001 LEVELS 2-6 I Q SITE PLAN NOTES EASEMENT MAINTENANCE NOTES HANDRAIL AND RAILING NOTE 1. THE SANITARY SEWER MAINS AND WATERMAINS WITHIN THE ACSA CONTRACTOR TO FURNISH HANDRAILS FOR STEPS AND RETAINING WALLS AS EASEMENTS ARE TO BE MAINTAINED BY THE ALBEMARLE COUNTY SERVICE REQUIRED BY THE BUILDING CODE. HANDRAIL LOCATIONS AS SHOWN ON THIS AUTHORITY. PLAN ARE FOR GUIDANCE ONLY. 2. THE STORM DRAINAGE SYSTEM SHALL BE MAINTAINED BY THE OWNER OF PHASE TWO. FIRE MARSHAL NOTE - KNOX BOX 3. THE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED AND THE RELOCATED ACCESS EASEMENTS WILL BE SHOWN ON THE FINAL PLAT. A KNOX BOX FOR FIRE AND RESCUE ACCESS IS REQUIRED. LOCATION OF KNOX BOX IS TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 5-8-2020 PARKING LEVEL 2 MECHANICAL EQUIPMENT NOTE FIELD QUALITY CONTROL NOTE - SOIL TESTING VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING ENTRANCE CORRIDOR SHALL BE ELIMINATED FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PARKING LEVEL 1 OFFICE LOBBY PROJECT. REFER TO TESTING REQUIREMENTS UNDER 3.14 ON WINDOW REFLECTANCE NOTE A NDM NT. Y BUILDING/PARKING WINDOWS SHALL NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL SUMMARY OF LETTER OF REVISION #2: EVATI O N SCHEMATIC DROP BELOW 40%, AND VISIBLE LIGHT REFLECTANCE (VL 1. SHEETS 7 AND 9: SHIFT RETAINING WALL +- 8' TO THE EAST TO BE 3' FROM THE N.T.S. SHALL NOT EXCEED 30% BACK OF CURB. DIVIDE WALL INTO 2 WALLS, RETAINING WALLS #1 AND #2. 2. SHEET 8: ADD TYPICAL SECTION B-B INGLEWOOD DRIVE IPI EX. DRAINAGE EASEMENT VI I DB 1116 PG 743 � I UGU q DRILL HOLE FOUND STOP AND 3STREET SIGN DRILL HOLE / SET 0\ -fSTOPISIGN IRF I NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. J Q w m J Q z Lu = GCL, � N z � N Sw Q N G 0 i O z V Q J O r-I Lu J CL � I o_ p Q G LL F_ 0 O J a Iz w ILD F_ G w D O_ u Q LT 0 0 M I L F. S Lic. No. 33028 05/08/2020 S7fl\.1L heet title: LAYOUT PLAN I sheet # 7 OF 25 scale: 111=20' date: 3/4/2019 © 2020 - 30 SCALE, LLC 0 0 co a U Ln m U� 1 F'f0M MH "AU" SAN— EXISTING SA SEW TO RAIN CG 2 o°00 o° o o° o° 0 0+00=8"-90' BE � I , EX. FIRE HYDRANT TO REMAIN �\ I PROP.I20' ACSA WATER EASEMENT gER w ROoy /I NOTE: NEW MH S2 TO BE INSTALLED AFTER EXISTING 8" SEWER MAIN UPSTREAM FROM MH S1 AND MH S2 IS ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6. PROP. 8" ACSA WATERMAIN ti S2 SAN 14R o I I o o , p CG. o C CG-1? \�& SAN W W I I U-1 > O w zi m D :)o 3 �O1 > r I om w x I I -EXISTING ACSA VARIABLE WIDTH N 1 WATER AND P e + N 3 D Ln - SEWER EASEMENT u cn N DB 4716 PG 743 O I I O CG-6 P D EXISTING PARK Ia 3 EXISTING DRAINAGE J EASEMENT / DB 940 PG 212 DETAIL#1 WATER AND SEWER MAIN CONNECTION DETAIL COMPLIANCE WITH 18-32.7.3(b) FOR PARKING STRUCTURES SUMMARY 1. MECHANICAL EQUIPMENT FOR THE BUILDING WILL BE LOCATED ON THE ROOF OF THE APARTMENT BUILDING. ANY OTHER MECHANICAL EQUIPMENT OR OTHER UTILITY HARDWARE ASSOCIATED WITH THE PARKING GARAGE WILL BE SCREENED FROM PUBLIC VIEW PER 18-32.7.3(B)1. 2. AIR HANDLERS SHALL BE LOCATED SO THAT EMISSIONS ARE DIRECTED AWAY FROM ANY ADJOINING RESIDENTIAL DEVELOPMENT PER 18-32.7.3(B)2. 3. IN ACCORDANCE WITH 18-32.7.3(B)3, LIGHT FROM ALL VEHICLE HEADLIGHTS ALL LIGHTING FIXTURES WILL NOT ROUTINELY SHINE DIRECTLY OUTSIDE THE PARKING STRUCTURE. REFER TO SECTION A -A THIS SHEET. PLEASE NOTE THE BOLLARD LIGHTING ARE LOW -STANDING (+- 3.5') AND EMIT LESS THAN 3,000 LUMENS OF LIGHTING, AND ARE THEREFORE EXEMPT FROM THE LIGHTING ORDINANCE. THERE WILL BE LANDSCAPING AND A GUARDRAIL ALONG THE WEST SIDE OF PARKING LEVEL 2 AND THEREFORE HEADLIGHTS WILL NOT ROUTINELY SHINE OUTSIDE THE STRUCTURE. PARALLEL PARKING SPACE GRADE = 512 THE WEST WALL OF PARKING LEVEL 1-� IS BURIED BY A MINIMUM OF 7 FEET, AND THEREFORE HEADLIGHTS WILL NOT SHINE OUTSIDE THE STRUCTURE SECTION A -A N.T.S. BUILDING/PARKING ELEVATION SCHEMATIC N.T.S. PARKING LEVEL 1 = 504 ✓OOD DRIVE BLD I BUILDING OVERHANG ONE-WAY/STOP SIGN W W W — EXISTING SEWER MAIN AND WATERMAIN TO BE ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6 PARKING LEVEL 1 EX. FIRE HYDRANT TO BE RELOCATED W 0 10 20 30 SCALE: 1 "=10' ±18.2' FROM BLD TO BACK OF CURB CONCRETE SIDEWALK (WIDTH VARIES FROM 5' TO T) r-- 2H:1V SLOPE —PROP. RETAINING WALL —2H:1V SLOPE EX BACK OF CURB EX. DOMINION UTILITY SECTION B-B N.T.S. NOTE: SEE SHEET 9 FOR CROSS-SECTION B-B LOCATION INGLEWOOD DRIVE 3.0' FROM BACK OF CURB TO FACE OF RETAINING WALL LETTER OF REVISION #2 5-8-2020 PROP. VAR WIDTH ACSA WATER AND SEWER EASEMENT \ EXISTING 8" ACSA SANITARY SEWER I i SAN KO B E R WAY I\�Q W , EXISTING 8" ACSA WATERMAIN EX FIRE z HYDRANT TO ® \ REMAIN I I EXISTING 8" ACSA SANITARY SEWER EXISTING SA \ RIABLE WI TH WATER —AND D SE ER EASEM NT DB 4716PG 743 LL PR0I VIDE BRICK _ P VgRS\IN BOND ST EET YE IAN(SEE DiTA+L SHEET 21) OIL dun SUMMARY OF LETTER OF REVISION #2: 1. SHEETS 7 AND 9: SHIFT RETAINING WALL +- W TO THE EAST TO BE T FROM THE BACK OF CURB. DIVIDE WALL INTO 2 WALLS, RETAINING WALLS #1 AND #2. 2. SHEET 8: ADD TYPICAL SECTION B-B i RAMP UP TO fit_ �2 STRIPED CROSS -WALK S1 NVS --7— I fPROP. 8" SANITARY SEWER LATERAL, SINV = 496.0 AT BUILDING AN SAN 6"X4" TEE PROP. 6" SANITARY SEWER LATERAL, INV = 496.0 AT BUILDING --6"X6" TEE BOA 8"X6" REDUCER ARKING LEVE1 SAN SAI, — SAN FLOW FROM MH "AR" NOTE: NEW MH S1 TO BE INTALLED AFTER EXISTING 8" SEWER MAIN UPSTREAM FROM MH S1 AND MH S2 IS ABANDONED. CONSTRUCT NEW SEWER FROM S1 TO S2. FOR SEWER PIPE TO BE ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6. EXISTING SEWER LATERAL TO BE ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6 *DOMESTIC WATER SERVICE LINES AND WATER METER SIZES ARE ESTIMATES. ACTUAL SIZES TO BE DETERMINE WITH THE BUILDING PERMIT SUBMISSION WHEN FIXTURE COUNTS WILL BE PROVIDED. Or DETAIL #2 DOMESTIC WATER AND SEWER CONNECTION DETAIL F AKKIIVV LLVLL L N I L F'LAIV SCALE: 1 "=20' 0 20 40 60 SCALE: 1 "=20' BUILDING OVERHANG Y P 0 10 20 30 SCALE: 1 "=10' SEE SECTION A -A THIS SHEET REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 SCAjINE owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com wxe;� 0 MI L F. S Lic. No. 33028 05/08/2020 r S�fl\.1L heet title: SITE PLAN )ETAIL 1 sheet # i z O U w J Q w m J Q 8 OF 25 scale: VARIES date: 3/4/2019 © 2020 - 30 SCALE, LLC SUMMARY OF LETTER OF REVISION #2: v I TMP 61W-3-21A EX. BRIC �REEN �_ � I I I � I � I LETTER OF REVISION #2 LINDq gLgKE GAYLE LLC WALL I I I I I "w STFIEL " I 1. SHEETS 7 AND 9: SHIFT RETAINING WALL +- 8 TO THE EAST TO BE 3 FROM THE _ z D.B. 2813, PG 445 - I � 1540 I D-B- 880, PG 595 PLAT / I I- - - - - I D' 4" 25 426IP A3 � I 5-8-2020 I BACK OF CURB. DIVIDE WALL INTO 2 WALLS RETAINING WALLS #1 AND #2. I D.B 97 _ I 2. SHEET 8: ADD TYPICAL SECTION B B NED C I I I D.B. 703, PG 732 PLA I I I I USE MO ME I EX. CONS �- I - - _ _ D B. 704, PG 517 PLAT I I I \ I I 4B. 712, PG 689 PLAT / ONED R10 AND R1 I I I SE: RESIDENTIAL � u oHu / - 530 - y \ \ i I FOR DITCH LINING CALCULATIONS, I - o _ /� I _SCALE ` I O I I SEE SHEET 12 OF SITE PLAN AND I u / �I � 6R0 1 U // I �- o N J I '� LIMITS BA ��* i SHEET 8 OF VSMP I I E N G I N E E R I N G I I O DISTURBANCE �2 I I - 18.0 TW / I J _� L 0 cv \ I I EX.JHED I I I I II I `�*c o - � 13.0 BW / / � � I DITCH #1 (P64 LF) o � � � `"� � � I I I O -' \ - 5.0' HT �� 20' DRAIN UE & USE EC-3/LINING -►�� I _ o �-' EX. SHE[ 7 UTILITY`EAS€AQENT I I -' \ I `�* I �j* I I I owner: EX ESMT DB 515, 517 (PLAT) J I I � SEE LETTERS I I OS OPZ BERNSTEIN/CHRISTOPHER 2, LLC ►- d ERS OF I I I EX 23' ING I 7c DB a 578 - (SEE SE TOP F BERM -1-Ig6LREtfdG �� I f- OFF ERMISSION FOR I OQ I I `l* RESS/EGRESS I EASEMENT FOR FUTURE I 63 DB M 0 �� ON THI SHEET) - I \ I\ GRq jTE TEMPORARY I J `9'�` I �Os c�O I HOUSTON STREET \ NG TO INS -TALL �n I �* U. EXTENSION engineer: L I 22.0 TW _\ I RET INING ALL el DB 1 B _ 1♦00 I WALL q � I 4135 PG 249 30 SCALE, LLC 15' DR INAGE ESMT 520 20 -- 19.5 BW - j 28.5 TW I (2,714 ~ `0 DB 4135 PG 215 P I 871 JUSTIN DRIVE �18 _ 1� �, 3.5' HT 1 16.7 BW I SF) i _ EX. SHE DITC o '- c LA 20 B 940 PG 212 5 44i 21 16 4.47' BF=513.80'Lp X PROP.6'X6' I i9 126 0 !_T, J- 11,8' HT H #2B (0+56 Tp 1+ o ^ _ I PALMYRA, VA 22963 1 20 \ - USE I 80) I o~ I I I p:434.242.2866 17TC 18 0 -- z Z4 ��� - I APPROX. LOC. I E_LIN= o I e: mike@30scale.com 26112, GEOG web: www.30scale.com TC II -i< g----- WALL RID T SHED I I CO RETE PAD FOR I D 140 LJ 19 �- H" P _ N4E 404.19' ( R) 4.5 TW I TRANSFORMER TIC - _ 1+80 - - - - 1.5 6W WA7' 'A 18 - - - _ _ •� 1 .0' HT \ I z �LI 81 PG 322) > C 2 -� - EX. 10' PR S E - z A L � DSCgp J . _ P 5 _ +0 D SMT _ 30 - +06 17 ��_; 7 106 < ' ^ .� T P �� 167c <� 14I-0 ( 5281 322) u w 10_ - P _ �� �B 7 0_ I Q - � Sq / a ° NVA /ER �/_ I °"°°° " °° A Y E 0 I Lu lVA!E) _ 13+00 X 1 WIDE SwM F CI _ I TO #2A (0+00 m 104 1 UTILITY _ ~� ACCESS E EME \ ZO TO 0+56) USE CL 1 Q I m m AREA �� \ _ NT \ RIP -RAP LINING EX. ONE-WAY 170 °°° °°° 17 \ �. -ACILI 8 0 SwM RETAINING WALL "A" W (DB 2 SEMEN- ?gyp ACCESS PATH i 1 m m SIGN !�'�� �' 10 I A m -°' l - PG 370 10' GRADING CL FF-860' EX. P RK 12 / + m \ II • 17b T173 P g / ) 4 - - _ I EASEMENT (TO E `' =- �- I I m m m 175 175X J7X 17X 17X 16TC 4 _ DB 4135 PG 249 1 I 510 END) J o RESERVED RESERVED RESERVED • v 17 530 LD°J I '® _ _ I 6 DB 4135 PG 215 PLAT Z N fV 05 �-I--I i J~ 1�; � - \ � - 08 �NEX. ACSA `S � 22 VARIABLE WIDTH = 1 / 12 TW I 07 069 I 0 87 O DBS4716 PG 743 z I \ / /05 BW / T �p� 5 T 214 U C NCRE SIDE \ FF_512.03' I ro W - ly I N I N SE RESERVED - 0 z O 88 EX. 10'X18' SWM z I DRAINAGE I I \ 520 i / �' 04- - "_ o EX. 8' ;� 22' SWM Lp 2H:1V SL P / / / / _I AGILITY EASEMENT ESMT q�� 0 O � _I FACILITY EASEMENT PARKI N(f LEVEL I / / 04� 0 � (DB 5281 PG 370) - 'I PG 212 � � I� (DB 5281 PG 370 PROP. RETAINING WALL } 1 6A ) (84 SPACES, INCLUDES 7 TANDEM SPACE) 2H:1V SLOPE - / / �! 0 I ril W J I I I I EX BACK OF CURB - / J - - 1245.11 1I 1 0 ;I \ /I I -- -- -- C cc BM#2 ❑ NHA - - - _ 1 - G 14410 LJI - z - - O� I (n EX. 10'-WIDE SWM FACILITY 1 ' ' I EX. 4R WID ACS 2431 � I � 510 / / / ® 1 ACCESS EASEMENT ATE R AND SAN -- \ 1 I oc (DB 5281 PG 370 -- SEW ESMT. - '._.' i / / ® I i EX. OMINI N UTILI Y 3.0 FROM BACK 0 - / I I O Q \ (DB 5281 PG 322) / _ o o 1506 CU B TO F CE OF i I II --€X. STRE=STOP r NOT ENTER SIGN I - - / RETAINING WALL I Q J / ... - - - - �i of y PHASE (;AQ �� �� ' SECTION A -A o 0 �L! SA LINE '� 05TC 1 I I ii ii N 0 o w `' °' - .-�'-' Lu 00 LI 24 2, I 1 -- I EXT. CORRIDOR o m z� o / u u EX. AR �� �� MULTI -FAMILY - acy, ­,j C-) W u 1 - - BF=504.0 - cc - 1 FF=517.5 LEVELS 2-6 I W D o o Ln 3: 14OFFICE o ti z Cn o t P 160 APARTMENT UNITS (20,000 GSF) STAIR 2 IRE � a VARIABLE IDTH I1 I WW EX. / I EX. 10'-WIDE SWM FACILITY C' O w 6 EASE ENT 1 X 12. 12.5 FH = 504 I I ACCESS EASEMENT ~ 64 6B 47116 P 743 1 vP r (DB 5281 PG 370) I Q F���w° 62 5 - - -� - ,i - - - - - I - - < FF_506,32' FF-506.90' I 1 .031 P v I I EX. 10'X18' SWM T IEX. DRAINAGE 1 LOBBY EX 15'POWER ESMT FACILITY E��SEMENT EASEMENT (±S,011Q GSF) SEE SHEET 8 FOR DB 4160 PG 199 , (DB 5281 PG 370) n 1 I DB 4716 PG 743 \ MARKER POSTS TYPICAL SECTION B-B ❑° - - 1 I F1 I ,'_ P I -xDIPIffESTAL POWER PROP. BLD WALL U aP0r BILL - T . ]C �' 41� 1 ''� Ln 5 P P ' v P *�P - -- - .._ ��• -LI-4'® 1-1^ I I P V- P T �a V T O I UGU U - __ --- L�_ ' 1 (_ ' UGU � ��-`____=I 02 �- UG_U � al� 02 -------- - �j\ - � UGU - uuu 00 --- 98 00 -----------00- vv sn GAS 1 - - - - - - s _ o POWER VALVE 1 00.0 TW OMM. 111 00.0 I 985 °o� p ; `� M L F. S 1 _ - P LBOX _ �\ „ 00.0 TW -11 00.0 TW TC LD , VAULT , 1 � - 99.0 BW - , APPROX. 440' TO HYDRAULIC ROAD 67 1 1 TC 1.0' 3 3.8' c - F' CE �5 B> Lic. No. 33028 I „ OF RBI 5' HT 2,2 DRILL HOLE �� 05/08/2020 INTERSECTION FOUND EX GASLINE EASEMENT ` � �•, T r=' '�1� �,--�� ',�; , Np STOP -04 AND F'Ss, DB 4186 PG 321 27 , o INGLEWOOD DRIVE 1 26 1 I ( U ) STR 25.2 125 I 24 1 LIMITS OF 0 23 oNAL / + STREET SIGN W W W , U O SAN SAN SAN SAN SAN PRIVATE ROAD) = SAN - EX TOP=499.57 = - = � c� = DISTURBANCE STOP SIGN DRILL HOLE �\ D ABANDON EX. MANHOLE - - -- # - �� - � # - - - SET / 1 i o 10 �- - STOP SIGN Q / # sheet title: # I STOP EX 23' INGRESS/ LOT D3 _ I = / r- - SI 1 II EGRESS EASEMENT TMP 61W-3-24 I D -' ` `1 \ OC STOP SIGN 68 I 16M I O MACFARLANE STONEFIELD, LLC 0 z - 1 1� , � GRADING PLAN a _ - I DB 4135 PG 249 V7 / � PARCEL 1 DB 4135 PG 215 PLAT ZONED NMD I PARCEL 1 z -I TMP 61W-3-19A 1 1 _ ~ DB 4165 PG 001 EX PUBLIC TMP 61W-3-19A Q m O IR / v �� I � 1 DRAINAGE EASEMENT N o Z OCT STONEFIELD PROPERTY 1 I I DB 4135 PG 215 (PLAT) DB 4135 PG 249 OCT STONEFIELD PROPERTY OWNER LLC I a EX 20' SEWER EASEMENT DB 4857 PG 503 0 20 40 60 N OWNER LLC 1 � � � DB 4135 PG 215 PLAT Li DB 4857 PG 503 I I I I z DB 4391 PG 331 ZONED NMD ' I rn sheet # z ZONED NMD I I SCALE: 1 =20 z / F_ I I FIELD QUALITY CONTROL NOTE - SOIL TESTING Q 3 GRADING PLAN 3.14 - FIELD QUALITY CONTROL: THE CONTRACTOR SHALL rSEE PLAN FOR WIDTH l ** #4 @12 E.W. '4,000. PSt' CONCRETE 3000 PSI CONCRETE; 4 SUBGRADE SHALL BE 811 COMPACTED TO MINIMUM 95% 0 21-A STONE 4" MIN. DENSITY AT OPTIMUM MOISTURE 21-A STONE 8" MIN. 00 CONTENT IN ACCORDANCE WITH COMPACTED SUBGRADE** AASHTO T99. COMPACTED SUBGRADE** x v J CONCRETE SIDEWALK TYPICAL SECTION DUMPSTER PAD TYPICAL SECTION 0 M NTS NITS EX. 1 PRIVATE LANDS PE ESMT (DB 528 P3 322) EC-3 (SEE PLAN EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL 2' 1' 1' FOR LOCATION) SOIL TESTING REQUIRED FOR THIS PROJECT. REFER TO PKG. OVERHANG TESTING REQUIREMENTS UNDER 3.14 ON SHEET 25. CG-2 2:1 .Z PAVEMENT PROP. GRADE TOP OF BERM BERM TYPICAL SECTION NTS NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 OF 25 scale: 1"=20' date: 3/4/2019