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HomeMy WebLinkAboutSDP201800012 Plan - Approved 2019-07-25WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 if = 20' LETTER OF REVISION #2 TIMMONS GROUP 7/3/2019 fED P ur GPit a R56' R36' d ';. ° HEAVY.DUTYI ' FHA R5' 'CONCRETEa-d d ° 4" GATE VACYt { ' a R5 J{° 18'::. .:::: _ 6" GATE 24' °4"X3"?REDUPER ° END OF AgSA RETAININP + -© VALVE QiNNE�SHIP WALL,WITI) R3. 'S#ETY-RAI LING ° r R3' UkB 6" DIP 6"X4" REDUCER ° RANSITITO d ,� d ° g, (TYP 24' 6"X6" 0° BEN TEE { .9'• J a 4 1.5" METER VAULT (COMMERCIAL) ' (45) 7" RISERS WITH ICK HANDRAILS B D&G 4 � { 44 �j9 a - {r.y/2�y*� J �1d a a �a d a_ . .der a J Q 44J 450 d °� 3"Di COK BEND %. HARDSCAPE RETAINING { 1 { Q (SEE LANDSCAF WALL PLANS) Letter of Revision #2 Summary - Sheet C4.1A: Extent of pavement has been revised and two risers have been removed to match the latest landscape plans. - Modifications to the E&SC plan was not required as part of this revision. - Stormwater routing did not require revision as part of this L.Q.R. m 00 SHEET C4.1A WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 " = 20' LETTER OF REVISION #2 TIMMONS GROUP 7/3/2019 14 BICYCLE PARKING SPACES NO PARKING FIRE LANE SIGN KNOX BOX. FINAL LOCATION TO BE APPROVED BY FIRE MARSHAL'S OFFICE SEAT WALL - 5' CURB TRANSITION Letter of Revision #2 Summary - Sheet C4.2A: Extent of pavement near bottom of stairs has been revised and approach to building entrance has been revised to match the latest landscape plans. Canopy has been added to match the latest architectural plans, and canopy roof drain leader has been revised to match new column location. - Modifications to the E&SC plan was not required as part of this revision. - Stormwater routing did not require revision as part of this L.O.R. ELEVATED ST DE (BY OTHE STORY BR1 RAIL 8(11LDfiVG WIDASEVIEA FFE = 326.2 `SEAT WALL SFE = 314.E 5' CURB TRANSITION 20ACSA WATERLINE EASEMENT c, m [?SuEET C4.2A WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 " = 20' LETTER OF REVISION #2 TIMMONS GROUP 7/3/2019 M 4 �8"GA VALVI ND OE A.OS.A. \ 8NX8„ 450 BEND ERSHIP REDUCER (3) 6" R1S 3' WIDE GRAVEL DIAPHRAGM (3) 6" RISERS HARD (SEE LANDSCA ) PLANS) _ RETAINING WALL (SEE LANDSCAPE PLANS) CHANNEL ACTING BIKE RAIL. PROVIDE I ADEQUATE CLEARANC . (9) 7" RISE WITH HANDRAILS 10 BICYCLE PARKING SPACES a Cr CRUSHED STONE PAD (SEE LANDSCAPE SHEET L3.00) PEDESTRIAN BRIDGE (SEE STRUCTURAL DRAWINGS) .K Ed s 4 " Q A ■ �i Mom• Letter of Revision #2 Summary - Sheet C4.213: Stone retaining wall has been revised to concrete, new retaining wall has been added, and stairs at pedestrian bridge have been removed to match the latest landscape plans. - Modifications to the E&SC plan was not required as part of this revision. - Stormwater routing did not require revision as part of this L.O.R. co co SHEET C4.213 WOOLEN MILLS REDEVELOPMENT PLAN SCALE III = 20' LETTER OF REVISION #2 Letter of Revision #2 Summary TIMMONS GROUP 7/3/2019 - Sheet C4.3A: Extent of pavement has been revised, stone retaining wall has been revised to concrete, and BUILDING �., steel stairs have been added to match (D.B. 339-194 & the latest landscape plans. Canopy G'T" D.B- 338-305 PLAT) l has been added to match the latest �Gp A F" MH architectural plans. 6 i - 'a G� a By - Modifications to the E&SC plan was GARDE°`V . VWnot required as part of this revision. 4'X8' GENERATOR PAD �� e FRAIb1EBU/LDING / / - Stormwater routing did not require G,�' EtCROACHES '.{ WA ~!w revision as art of this L.O.R. EAVY DUTY < . , �' 8'X8' TRANSFORMER PAD p CONCRETE _ RETAINING WALL Oo o. ? � • SEE LANDSCAPE PLANS) 'L� e r hIH (23) 6" RISERS • • •BV WITH HANDRAILS o \ ROCK & INS j. A. ITf� t a ��w- F o / v o o O o CO,hrC. EELS i I WITH ING ` � ' HANDRAIL\. 4 y .' �6 � � (�9�FRC 1_ 1 .. a.a ,�."BL - -. . i `-- O I 2 STORY BRIG( ° EXISTING RETAINING I �ADA RAMP BUILDING WALL TO REMAIN CONCRETE WA ' .� d WI HANDRAIL 4 (4) 6n �J PEDESTRIAN RAILING a < '`1��W RISERS (SEE LANDSCAPE PLANS) r �- a a y ~� 1" PVC WATERLINE (SEE ARCH/MEP PLANS) _RS OFFICE CAFE 1 RETAIL SPACE , . a . d° S?I a (EX. BLDG) (ACCESSORY BUILDING) �_t.,l�' a 4 10 a s tj12 tw) 1�$IAI-KVVAY �. Y 6 d SHEET C4.3A WOOLEN MILLS REDEVELOPMENT PLAN SCALE III = 20' LETTER OF REVISION #2 TIMMONS GROUP 7/3/2019 HARDSCAPE (SEE LANDSCAPE PLANS) 4 BI (3) REMOVABLE BOLLARDS DECK (SEELANDSCAPE s PLANS) 1 i Letter of Revision #2 Summary - Sheet C4.31B: Extents of pavement have been revised and paving stones have been added to match the latest landscape plans. - Modifications to the E&SC plan was not required as part of this revision. - Stormwater routing did not require revision as part of this L.O.R. M OD SHEET C4.313 WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 if = 20' LETTER OF REVISION #2 TIMMONS GROUP 7/3/2019 / { 6'4 TRENCH DRAIN (�EE LANDSCAPE �;�FD.12 <.IQ 57 56 � . PLANS) F0 i `/ 4 o ° 1p J IQ �¢ ° iV l 1 I 4 4' . ° 154 26 a ; J 6" HDPE TO CONNECT t DOWNSPOUT TO NYLOPLAST BASIN a A PROPOSED 100-YR h \ FLOODPLAIN .153\ 14 1 4 6" HDPE TO CONNECT DOWNSPOUT TO 9 STC STRUCTURE 146 BC a .; ✓� INV. = 320.66 W.S, 11 1 ` 1` a° a;' ✓ FFF jq 1ti 1 PJ i ij q ,146 01 l �• � a ��� � a J tii �, •a 149 Letter of Revision #2 Summary - Sheet C5.1 A: Canopy roof drain leader has been revised to match new column location. - Modifications to the E&SC plan was not required as part of this revision. - Stormwater routing did not require revision as part of this L.O.R. m co SHEET C5.1A WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 if= 20' LETTER OF REVISION 4F2 Letter of Revision #2 Summary TIMMONS GROUP 7/3/2019 - Sheet C5.3A: Spot elevations have been revised to match the latest 14 landscape plans. Tc 3 TC354.99 :� 44, -Modifications to the E&SC plan was ® ;'%/ . b5a•ss ,Tw not required as part of this revision. 3 ro Bw - Stormwater routing did not require Tv� 3'54.6° ° revision as part of this L.O.R. �. T5 353.91 a OW 348.60 ° . - y` lvJ TW 354.00 A. 6 BW 348. 353.8 C a i 4 353.19 � � 34 2. 354.QQ r _ BW 345.00 r BW 348.337.00 00 TW346.33 _ � �4 � 344.00 8W 332.10y- -� BW 338.00 ' _- TW 338.10 V11 _ _ r r T_ �352.09 - 6 _ 28.5000 r _B]OJ 346.00' _ ... - - - -- 333.43 . 339.70 �k 336.85 - T W 344.00 336 � I _ �RiC 337.00 BW 338.00 ' ` 3'�' - 328 A0 B L?.ING BW 337.2Q 337.20 TW 339.00 vt 342.00 TW 332.00' o f 2 r. i `� J' v 326.40 J a BW 338 00 B� 26.10 BW 32 7,Q 'i < `. 326.30 326.50 •TWa328.7Q e 4 TW 332.00 11 V 4 4 J BW 326.70 BS 326.49 a ~� BW 326.10 # . 4 30 325.91 a � 326.05 w I f- 326.20 325.80 6" TRENCH DRAIN �j ° a a `y 326.10 326.10 i -,,, // (SEE LANDSCN?E- 325.91 PLANS) a f a s 326.30 / 4 4 Q ' TW 332.22 2S 4 / 326.26 fig f . BW 32622 J a � a a J a 325.95 q / ��• � 32.. 6 m m SHEET C5.3A WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 " = 20' LETTER OF REVISION #2 Letter of Revision #2 Summary ° lvv347. TIMMONS GROUP 7/3/2019 326.30 T 346.80, BW 3 -Sheet C5.4A: Spot elevations have :f , 8lb 4 4 q a ��°a been revised to match the latest landscape plans. '747 1# 47 , 326.20 ,T9,4410. Tw 350.00 ,��`1 - Modifications to the E&SC plan was BW 344.00 ` p g. d! LP 325.91 q not required as part of this revision. 3 4 326.30 , 4 - Stormwater routing did not require a BS 333.10 ' a 6' TRENCH DRAIN A J4 revision as part of this L.O.R. I O TS 333.05 (EE LANDSCAPE; " i r ' FLANS) %. a a a is 3 . 0 S + � i 0 4 $ LP 325.91 � \ 322S a' B 6.15' 326.12 TC 32 ' ' "4 6" HDPE TO CONNECT 025AO \° a � DOWNSPOUT TO TW 3 34': NYLOPLAST BASIN � ' � p 326.19 BW333. r '� � i��'.` PROPOSED 100-YR FLOODPLAIN T 32 .3 a c 1 326.07 1� 326.10 +� 1 • ; , 6 HDPl= TO CONNECT 32 . 4 s DOWNSPOUT TO : STORY i STRUCTURE 146 BUiLDI {{ INV. = 320.56 327.6 1 325.25' i 414 r "1 ' 325.13 I , , �0FFE = 3� I . a 326�-- 1 ` TS 325.98 f SFE = 3 � \ TC 325.07 a a 24.4�' � -s ` BS 324.48 f 4 4 TC 32�4.48 / C i .29 EP 323 9 34 325.94 ' Td 324. 325.98 ; FR 324.47 4.24 } TC' 4 23 \ 36 �� 24.3 TS 326.14 EP 24 32 .41 2 IS TC 8.41 BS 324.64 � �, _ _ 4 .% f • �� 4 4 - TC 324. TC 324.29 p a = EP 324.17 EP 323.7 4 TC 325.22 1 g o 10 b o a TC 323.6 P 323.18 '" z SHEET C5.4A WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 if = 201 LETTER OF REVISION #2 TIMMONS GROUP 7/3/2019 rUK AVVI I JUNAL kETAINING WALL INFORMATION. TS 328.27 �. DIAMETER STONE RAGM. 18" a `'7' ` ' ` CLEANOUT (SEE C1.2) (TYP.) r 4" PERFORATED UNDERDRAIN f (SEE C1.2) ' (TYP.) RI PRAP REFER TO PEDESTRIAN BRIDGE PLAN SHEETS _ �z .� I Letter of Revision #2 Summary - Sheet C5.413: Spot elevations have been revised to match the latest landscape plans. - Modifications to the E&SC plan was not required as part of this revision. - Stormwater routing did not require revision as part of this L.O.R. ca co SHEET C5.413 WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 " = 20' LETTER OF REVISION #2 TIMMONS GROUP 7/3/2019 326.26 4 ' 325.95 91 � 32 y� '� �... 323.25 ��%✓ 99 �� Q TW .12 1 UV'326.17 p� BW i16.79 BW 323.84 TW 323.82 i o IBW 321.49 �_. �W 321,4.7 �\ 325.95 �� 319.14 a �\ TS 326.17 ° AS 323.83 l S 323.83 JN ., r' • ;LAB & BS 321.50 R TO TS 321.50 ZTO BS319.17 A TS 319.17 BS 316.83 TS 316.83 TO CONNEC BS 315.08 'OUT TO SST BASIN o� � TC 314.79 CCRAA �� 7 Letter of Revision #2 Summary - Sheet C5.4C: Spot elevations have been revised to match the latest landscape plans. - Modifications to the E&SC plan was not required as part of this revision. - Stormwater routing did not require revision as part of this L.Q.R. SHEET C5.4C WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 " = 20' LETTER OF REVISION #2 Letter of Revision #2 Summary TIMMONS GROUP 7/3/2019 �� 'B EASEhVNT ! VIRGINiA'� -Sheet C5.5A: Spot elevations have - _ - D.B. 33S 305 FLAT) `' �- - ; \ been revised to match the latest GP SERVICE C \. \ EC � �� ,, �/� � � - I;�" %~'� � � ti `L).B. 193-527 landscape plans.- b y ` e 3 5 ,� ` GARDEN a 6rt�ti ` \. ` `, \ - Modifications to the E&SC plan was not required as part of this revision. .. FRAME BUILDING TP`, - Stormwater routing did not require x A. ^' \' ENt,l�ORL'HFyS-� 6� f- ,�WA °` \ ; ` _ `revision as part of this L.O.R. R °6"b1-11�PE TO ONNECT °�'� ®� o ' ; , \ L70W�1 POUT TO b. , `, '1 TOCo $STRUC URE 196 ' t fNV, = 349.73 ��, • _ _ l OMH OBV d ': 6 ). b - �� - _ _ - - -b. - . \\`;� 1 � y y\ � '. •\ '\..yam - ° 355°29� 55.10 0 _ 347-0ROCK& A _ BW 341 8000NC.. TW 21t620 -CO) O o _. 71 6B.W 347.00 ` `_ fW34500' �3 30i/ \ d \ TS -54.91 80 - `- y -. _ �' - \ TIE TO 2" 326.40 � � � � � ��� � DOWN SPOUT 4h� Py�'-` 340.70 e _ 2STOR-r B IC -. _ __ w fi �, '� ES 341.91 s i �,-_ (TYP) F`42.80 �" G 344.60 + _ Q. r f . i��r`"��l�i:. �. 341.20 a2 0- 337.00 ! _ ✓ �341.75 EXIST- CONC. WALL a �, r34 $ J TW 339.30 328.31 !1 ~ ` _ ��'c �3 _ r 341.75 BW 326.50 d fb W 328 60 - All �Y 338.80 , a .� .,4 8.1 326.98- -338� r SEE LANDSCAPE PLANS FOR a a b 346.52 ADDITIONAL RETAINING 326.40 °1 °° 0 WALL INFORMATION. ° - 325.0 ` 5 326.25 �" BS 26'..5 �ry� 10 37.20 39.00 d b ® HtAo 1,y,�LPC d r A ` 26.40 4 STORY BRICK SA BUILDING , a d • x . ?6.30 WIBASEMENT FFE = 326.25 .-` _ _ 325.98 4 1 BFE = 314.25 1 i ,325.48 �24:24 d. 326.25 326.15 EXIST. BC 326.41 d PROP. BC 326.15 326.25 ` 324.66 ` ` , \ 6 \ ❑ BW 324.16 z COVERED `,,, \ , , 1 STORY BRICK LOADING v SHEET C5.5A 326.10 A fi a � ININ 26.17 1 1 BS 323.83 TS 323.8; 321.50 321.50 319.17 9.17 33 TS c BS a WOOLEN MILLS REDEVELOPMENT PLAN SCALE 1 " = 20' LETTER OF REVISION #2 TIMMONS GROUP 7/3/2019 TIE TO 10" ROOF LEADER r 313.40 6 �o o '0 p � � 312.50 r. Letter of Revision #2 Summary - Sheet C5.513: Spot elevations have been revised to match the latest landscape plans. - Modifications to the E&SC plan was not required as part of this revision. - Stormwater routing did not require revision as part of this L.O.R. TIE TO 8" ROOF LEADER p °s TC 312.50p� w (SEE DFz�fA SHEET-C � m m SHEET C5.5B