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Home My WebLink AboutWPO202100049 Plan - VSMP 2021-12-29u C N W O ° C O E 0 T v Y 0 y a 0 0 0 3 ° L N ° 0 0 m DRAINAGE AREA MAP LEGEND IMPERVIOUS AREA DRAINAGE AREA BOUNDARY PERVIOUS AREA MANOR LOAM 50D (HYDROLOGIC GROUP B) FORESTED AREA URBAN LAND 91 (HYDROLOGIC GROUP D) GRAPHIC SCALE IN FEET STORM STRUCTURE LABEL 101 0 20 40 80 NORTH DRAINAGE AREA LABEL DA-EX101 1"=40' STORMWATER MANAGEMENT NARRATIVE STORMWATER QUALITY: THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (2.62.) Y INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE DEVELOPMENT. PER RE -DEVELOPMENT REQUIREMENTS FOR DISTURBED AREAS MORE THAN 1 ° ACRE, THE ULTIMATE DEVELOPMENT REQUIRES A PHOSPHORUS LOAD REDUCTION OF 20%. DUE TO THE INCREASE IN IMPERVIOUS AREA WITHIN THE LIMITS OF DISTURBANCE, THIS REDUCTION EQUATES TO 1.54 LBS / YEAR. o TO SATISFY REQUIREMENTS FOR WATER QUALITY ON SITE, THE DEVELOPER - '- WILL PURCHASE 1.54 OF NONPOINT PHOSPHORUS NUTRIENT CREDITS FROM < A NUTRIENT BANK LOCATED WITHIN THIS PROJECT WATERSHED. D O � o r 3 Post -Development Project (Treatment Volume and Loads) 0 = Enter Total Disturbed Area (acres) 2.62 V 3 U .. ° 7 E J � 0 m o v N y N y L y 0 c O O v 0 � c ¢ L 0 n ° a E m - c o C 0 O O T 0 V � v 0 v `0 I a a � v � 0 � 3 0 0 L I 3 )0 0 n „ h % C 0 I � • / I44 14• / / / / I I I Pre-ReDevelopment Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed forest/open space 0.20 0.14 0.34 Managed Turf (acres) -- disturbed, graded 0.84 for yardsorother turf tobe 0.33 0.51 Impervious Cover (acres) 0.07 1.37 1.44 2.62 Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/open Space (acres) -- undisturbed, 0.00 protected forest/open sace or reforested Managed Turf (acres) -- disturbed, graded for ardsorotherturftobe 0.25 OAS 0.70 Impervious Cover (acres) 0.35 1.57 1.92 Area Check OK. OK. OK. OK. 2.62 Y 0 Y a I Site Results (Water Quality Compliance) U E n Area Checks n V r n FOREST/OPEN SPACE (ac) 0 IMPERVIOUS COVER (ac) ° IMPERVIOUS COVER TREATED (ac) V V MANAGED TURF AREA (ac) T y MANAGED TURF AREA TREATED (ac) AREA CHECK D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. O K. OK. OK. n v E Site Treatment Volume 0 (ft3) 7,211 r Q Runoff Reduction Volume and TP By Drainage Area 3 c ° RUNOFF REDUCTION VOLUME ACHIEVED (ft3) a o TO LOAD AVAILABLE FOR REMOVAL (lb/yr) C TO LOAD REDUCTION ACHIEVED (lb/yr) y TO LOAD REMAINING D.A. 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 o.00 o.00 o.00 o.00 o.o0 0.00 o.00 o.00 o.00 o.o0 0.00 0.00 a NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 11 0.00 0.00 0.00 0.00 0.00 0.00 0 rn 0 .N Total Phosphorus 0 co FINAL POST -DEVELOPMENT TO LOAD (lb/yr) 4.53 Y TP LOAD REDUCTION REQUIRED (Ib/yr) 1.54 n ° TO LOAD REDUCTION ACHIEVED (lb/yr) 0.00 TP LOAD REMAINING (lb/yr): 4.53 n s REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.54 L 3 v ov L Total Nitrogen (For Information Purposes) E O o Y POST -DEVELOPMENT LOAD (lb/yr) 32.41 n E NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 ;1 0 REMAINING POST-DEVELOPMENT NITROGEN LOAD (lb/yr) 32.41 p 0 di PRE DEVELOPMENT 3 G' G F- CO N N N 8- as I'll, (:Y) ^ lz� C\2 3 ai �a,aia: 3 Cti rs1 N a a: Ctiofzl o�. aixvix 'a O o w� 04 M M n ti <a; d 3 �<�a.o. as I00 ai ai 00 3 I 3 POST DEVELOPMENT / I / 10 orb EEN E looR �� / • • r�1 $1215 STORY BRICK/METAL F.F.=458.3 I I \� \� I 7 LpiprVE XIMATELOCAIIQNPCO EASEMENT\ D.B. 429 PG. 350 \ \ 50D RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) RCEL ID: 061WO-0 -OA- / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) ..� Pp Ng0 y PARCEL ID: 061WO-02-00- 02BO \P� OGy' g� ONEC-1 PARCE? USED CONVALEESCENTI HOSPITAL FENCE MEANDERS ALONG P/L JA-ZAN LIMITED D.B. 113, D.B. 779 P PARCEL ID: Of ZONED: C PARCEL USE: VA( / n /.00 / 00 ft,410 C) / RIERTE 86 ' 97 EEN go 1*1) _ / GS�ATEod24 N441>= / 98 d v d' /'� 11111II1 443 rnN a) 1 d� j+)� N� 7 \ / In "r d 99 00 Lzr") lr 1 v / a <. ;:. • .,__ 5r.444 • \ d 99A R�4 10o d • `� �� \ _ Vie,,.. 445--A1- a) / 102 'm c %0') \ 5 G`N g0 r ON • • • \\\yam\\ \\\� \�� toi,n'�'d ,did,`dd � �diNO 1 �-456_ / VIIIIIII I 1 1111 1 I -457- 1I1 I I III \ 1\ \\III \ 1\\\\1\II \\\ \\11 II 458 \\III I I I II I ) \I\ 1\\\ 1111 � a"� .�� \1111111I1111 ' 0 N1�1111�1 I I ofZ O M N r7 N L, ZQ z, O In o z � Qo O N OU CC �CO E U ¢ ono- z 00 O co I � d z- o � W D'7 a) J o_N � W 0 Y W� Y J N 3 O � N O0 O 0 • t A, , RYAN PERKINS Lic. No. 046565 IZ/29/2021 ,� ~ N O U V1 G' LLI O O Ln O 00 Of LO O > 07 } a Q 0-) Q m m Q O N o o w _ N z z 3 1 ¢ v ¢ w (JJ O O U Z I11 L.L N w z w W O O rn� U LJ V J Q LL1 m J Q SHEET NUMBER CG-202 v 0 O Q C O O T W Y O a 0 0 0 Y 3 0 6 0 0 Q 0 C 0 T E n c 0 0 0 C c 0 D 0 0 i' Q o N 0 Q w 0 y o Q C ,j Q 3 z_ Q 'o Y 0 7 3 � C 7 E J o o � y L y 0 0 0 0 m 0 c � o Q N a -o n a N E N L � C O � O O N T N V � N 0 o � 0 n I � a � o 3 D .. J '- 0 C U �s 3 `o )J w n h � C O J N o Y 2 n Y U U E a N 0 � y O � n E 0 0 V m V C y T v N n o E U N � o Q Q Y c Q o w U Z - Z Q Y � .J r h V c V I m m � a N 0 C o� m J � U O O Y Y a � m c O L 5 n 5 L 3 0 N s J � 0 � o 0 n E n � 0 0 0 0r PRE DEVELOPMENT I OT / / PIcD , CC Ga\S GVi.. zoo DA-E200 r1 o xx vi vi OOP I I pp� J tit^a Ma II I �v 0- Mai II �d I II 'A 0O II I IIEXISTING UPSTREAM STORM INLET DA-EX99A #1215 1 STORY BRICK/METAL F.F.=458.3 POST DEVELOPMENT DA-OFFSITE / APPROXIMATE LOCATION OF EXISTING DI-2B THAT RECEIVES DRAINAGE FROM DRAINAGE AREA "DA-OFFISTE." / / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00-002BO ZONEC-1 OR �c, g0 PARCEL USED CONVALEESCENTIAL HOSPITAL 4 G 9�\N'L9 / FENCE MEANDERS ALONG P/L / / / 00, N d NaO 9 SGpm RMD PROPERTIES, LLC / ? / D.B. 2217 PG. 191 D.B. 407 PG. 55 PLAT RCEL ID: 061 WO-0 - sa"f ZONED: C- P / ga�9�° APPROXIMATE LOCATION OF EXISTING tis"ti / DI-2B THAT RECEIVES DRAINAGE FROM DRAINAGE AREA "DA-OFFISTE." / / G / J. SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 ( D.B. 2359 PG. 589 (PLAT) tio`I' 1 �Q�� Imo', IN Ng0 y PARCEL ID: 061WO-02-00-00280 DA-OFFSITE gg,iO:�MI �a' .d; qOR ZONED: C-1 COMMERCIAL e° - m°n1b d'�s I / i I 't I I ,� ' �" y° PARCEL USE: CONVALESCENT HOSPITAL �I L EF °p"Na Off' 6'S U ?-i 00 yt g (p a •1�" L i5.cpp •F e�'OG 7 \ .S I 1 �. r -9E6K ��_ O G fir` 5G 10 99A d°Ay� I ° DA 99A r 111 -_ - - � Y. L452 _ 101 B I �Nya 5"go I _ 112 453 ooA DA-SHEETFLOW 2 \456_� � 455 DA-200 n ��'+' .. i• �L -p / 456 II11 1 N a a j4,':.. DA 120 I I I II �� I / •,;. DA-CNPY ah o /- LL IIIIII o am a:yt3•. DA W (1 III I I 45 W 7 LU I 111 I V50 0 11 I \ Z cr"m nM // >y `2 t 0 III IIII II > X Li d (L II / 7. �. :-"• \ III1IIl11111III, r^ O Vi � � �.�..• 101 / a� dp� Ill,llllllljll- "'III I III 1I\\lll o ,o°'° So / / \ DA-102 DA-101 \ � 1 45s 102 \\\ I1111111 \ _ _ 777�--"\7 - - ��IIIi11�11P FENCE MEANDERS ALONG PA _ IIJA-ZAN LIMITED II I D.B. 1134 D.B. 779 P( I PARCEL06 ZONED: II I I PARCEL USE: VAC, EXISTING UPSTREAM STORM INLET RM ES, LLC D.BR02217nPC. 191 D.B. 407 PG. 55 (PLAT) top �Nh PARCEL ID: 061 WO-02-OA-00200 p\ ZONED: C-1 COMMERCIAL PARCEL USE: MARKET / DRAINAGE AREA LEGEND IMPERVIOUS AREA PERVIOUS AREA DRAINAGE AREA BOUNDARY STORM STRUCTURE LABEL DRAINAGE AREA LABEL DRAINAGE AREA SUMMARY DRAINAGE AREA LABEL CJ+ ? TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CA DA EX99A 99A 0.580 0.380 0.150 0.050 0.70 0.40 DA EX200 200 1.010 0.970 0.040 0.000 0.88 0.89 DAEXOFFSITE EX DI-2B 0.880 0.660 0.210 0.010 0.76 0.67 DA-SHEETFLOW 1.110 0.000 0.840 0.270 0.31 0.35 PRE TOTAL 3.580 2.010 1.240 0.330 0.64 2.31 DA 99A 99A 0.460 0.260 0.200 0.000 0.66 0.30 DA 99 99 0.030 0.030 0.000 0.000 0.90 0.03 DA-200 200 0.630 0.590 0.040 0.000 0.87 0.55 DA-201 201 0.520 0.470 0.050 0.000 0.85 0.44 DA-OFFSITE EX DI-2B 0.370 0.300 0.070 0.000 0.80 0.29 DA-SHEETFLOW 0.070 0.000 0.070 0.000 0.35 0.02 DA-SHEETFLOW 2 0.060 0.000 0.060 0.000 0.35 0.02 DA-101 101 0.050 0.040 0.010 0.000 0.79 0.04 DA-101B 101B 0.070 0.070 0.000 0.000 0.90 0.06 DA-102 102 0.100 0.080 0.020 0.000 0.79 0.08 DA-110 110 0.230 0.150 0.080 0.000 0.71 0.16 DA-111 111 0.050 0.050 0.000 0.000 0.90 0.05 DA-112 112 0.340 0.310 0.030 0.000 0.85 0.29 DA-120 120 0.260 0.150 0.110 0.000 0.67 0.17 DA-CNPY 1011 0.200 0.200 0.000 0.000 0.90 0.18 DA-BLDG 101A 0.140 0.140 0.000 1 0.000 0.90 0.13 POST TOTAL 3.580 2.840 0.740 0.000 0.79 2.82 GRAPHIC SCALE IN FEET 0 20 40 80 } m LJ Q 0 (n z O LJ 01 6f O M N M N LZQ z, 0 !0 �z - O Q O N U OU DO co n O . a ono- Z N co z-0w } 0 7 J LLJ w03 Y J N 3 0 O N J O00 0 r • t. yfj• RYAN PERKINS Lic. No. 046565 I2/29/20ZI j ~ N O 0 V) 0� Ld O O � � � \ Q O Ln O Q > m O Q _ 0 CN CN O z m z 3 o w 1 ¢ Ul v O ¢ O w U 5Q L Q �Lu �W V Q Z N� 0 0� Z ^w N W W z W W u O r� U W V J Q LLJ m J Q SHEET NUMBER CG-203 v 0 U 0 v C O 0 a E Y T a 0 s 3 m 0 C 0 N < v 0 _ `o I a a E n Y J T J � C Y ao Y a Q O 3: > o Y = o 0 N U 0 n i I D 0 N N y N 3 y c o o Y C Q v E O U _ o n C !� � 5 C O v w c u o c 0 V � «' v 0a o ° a E H o 0 D `o 0 N o c � m '0 `o n a h � � a m > 3 :JI u Y 3 Y `o E 0 U T n c O � n y a n V � V V a T m y n o E T U C o 0 n Z = �y _ J ,N � W J Q jN J N 0 n C N J E Y a-N C_ Y = � o Q N O 2 C Y 'd n r a; � C I N w � a N o C o0� o � J � O 0 0 Y Y a � m c 0 N U L Y n 5 � 3 ov J rn o 0 n = n E U 0 0 0 r In1R Tn 1nIA 10+00 11+00 12+00 103 TO SWM3 460 0 460 N't 0A It µ LO LO ~ a EXISTING qt v 0 0> N Z N > K Z \ \ 456 - 456 vKUvUttu GRADE 452 452 STO MWATER DE NTION 448 37 LF 448 15" RCP 0 4.29% 444 444 N r Ln 10+00 10+75 RIM ELEV. 453.43 78" WEIR ELEV. 449.76 8" ORIFICE ELEV. 447.51 4" ORIFICE ELEV. 443.26 15" OUTLET PIPE ELEV. 443.26 SUMP ELEV. 441.76 102 TO SWM2 00 O 0 ro0 oo°D MON O 0 460 0) N�� NOD DDaO0 O a 460 ` EXIST] G GRADE �Z0 v •• D ?o n� rnq. ou, rn� off» a ?OOd.Z_Z N�Z .. _ > 11 OKZ _ _ _ Z 456 PROPOSED GRADE 456 EX. 8' Aq LINE 2 CRO SING I- (SEE SHEET CU 501) (S E SHEET CU 501) 452 111 1 1 1 1 a II 1 I 1 452 92 LF OF m W 15" RCP 0 0.55% N N o 15" Rp LF 0 2. 59' 72 LF OF 15" RCP 0 0.507 448 448 STO MW TER DETENTION 444 11 444 a0 O O 00 O 00 u') LO LO L0 LO LO L0 L0 L0 10+00 11 +00 RIM ELEV. 453.43 78" WEIR WALL 4" ORIFICE ELEV. 449.76 ELEV. 443.26 8" ORIFICE ELEV. 447.51 15" RCP 15" RCP ELEV. 443.26443.26 ---- � . ;(EV 44 - i. SUMP ELEV. 441.76 4.0' CONTROL STRUCTURE (100A) VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT inlet CA accum INLETTIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Qf VELOCITY FLOW TIME upper end lower end incr accum acres C min in/hr cFs ft ft ft % in cfs % fps min STR 112 STR 111 0.34 0.89 0.303 0.303 5.00 6.67 2.03 446.08 445.91 34 0.50% 15 4.57 44% 3.61 0.16 5.00 STR 111 STR 110 0.050 0.950 0.048 0.350 5.00 6.61 2.33 445.81 445.65 32 0.50% 15 4.57 51% 3.74 0.14 5.16 STR 110 ISTRSWM4 0.230 0.710 0.163 0.513 5.00 6.57 3.40 445.55 445.44 21 0.50% 15 4.57 74% 4.08 0.09 5.30 STR 201 STR 200 0.520 0.880 0.458 0.458 5.00 6.67 3.07 449.25 449.09 32 0.50% 15 4.57 67% 3.99 0.13 5.00 STR 100A STR 100 (N/A) (N/A) 0.000 0.000 0.00 6.67 9.52 443.26 440.07 56 5.70% 15 15.38 62% 13.20 0.07 0.00 STR 100 STR 99 (N/A) (N/A) 0.000 0.000 0.00 9.03 9.52 439.97 438.43 21 7.50% 15 17.70 54% 14.69 0.02 1 0.07 STR 99 STR 98 0.030 0.950 0.029 0.029 5.00 6.67 9.71 435.50 430.75 64 7.50% 15 17.64 55% 14.72 0.07 5.00 STR 98 STR 97 (N/A) (N/A) 0.000 0.029 0.00 6.64 9.71 426.62 422.81 51 7.50% 15 17.64 55% 14.72 0.06 5.07 STR 101E STR 101A 0.070 0.950 0.067 0.067 5.00 6.67 1.72 449.93 448.90 182 0.60% 15 4.85 35% 3.61 0.84 5.00 STR 102 STR 101 0.100 0.810 0.081 0.081 5.00 6.67 0.54 450.69 450.18 92 0.60% 15 4.79 11% 2.59 0.59 5.00 STR 101 STR 101A 0.05 0.81 0.041 0.122 5.00 6.47 0.79 450.08 448.90 48 2.50% 15 10.11 8% 4.91 0.16 5.59 STR 101A STR SWM2 (N/A) (N/A) 0.000 0.188 0.00 6.40 3.37 448.80 448.44 72 0.50% 15 4.57 74% 4.07 0.30 1 5.84 STR 120 STR SW M3 0.26 0.65 0.169 0.169 5.00 6.67 1.14 449.50 447.92 37 4.30% 15 13.37 9% 6.64 0.09 5.00 VDOT HYDRAULIC GRADE LINE CALCULATIONS - 10-YEAR STORM INLET 0.8D+ INV (OUT) ACTUAL OUTLET WSE(1) DESIGN OUTLET WSEV" Da Q. L. Sr" Hr JUNCTION LOSS FINAL H INLET WSE F L / ELEV (8) H" (9) Q (10) V; (11) QV;Runoff (12) E,72 H; Angle HA Hf Surface Factor? 1.3 Hf IS-1? 0.5 Hf (2) (3) (4) (5) (6) (7) (13) (14) (15) (16) (17) (18) (19) (20) (21) STR 201 450.09 450.09 450.09 15 3.07 32 0.0023 0.07 3.99 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.15 450.24 453.71 STR 120 448.92 448.92 448.92 15 1.14 37 0.0003 0.01 6.64 0.17 0.00 0.00 0.00 0.00 0.00 0 0.00 0.17 YES 0.22 NO 0.22 0.23 449.15 454.77 STR 110 446.44 446.44 446.44 15 3.40 21 0.0028 0.06 4.08 0.06 2.33 3.74 8.71 0.22 0.08 15 0.04 0.18 YES 0.24 YES 0.12 0.18 446.62 453.37 STR 111 446.65 446.62 446.65 15 2.33 32 0.0013 0.04 3.74 0.05 2.03 3.61 7.33 0.20 0.07 60 0.11 0.24 YES 0.31 YES OAS 0.20 446.85 450.55 STR 112 446.91 446.85 446.91 15 2.03 34 0.0010 0.03 3.61 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.10 447.01 451.96 STR 101A 449.44 449.44 449.44 15 3.37 72 0.0027 0.20 4.07 0.06 1.72 3.61 6.21 0.20 0.07 80 0.13 0.27 YES 0.35 YES 0.17 0.37 449.81 456.92 STR 101 449.90 449.81 449.90 15 0.79 48 0.0001 0.01 4.91 0.09 0.54 2.59 1.40 0.10 0.04 30 0.04 0.17 YES 0.22 YES 0.11 0.12 450.02 456.73 STR 102 451.18 450.02 451.18 15 0.54 92 0.0001 0.01 2.59 0.03 0.00 0.00 0.00 0.00 0.00 0 0.00 0.03 YES 0.03 NO 0.03 0.04 451.22 455.90 STR 101B 449.90 449.81 449.90 15 1.72 182 0.0007 0.13 3.61 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.20 450.10 455.89 STR 98 423.81 423.82 423.82 15 9.71 51 0.0226 1.15 14.72 0.84 9.71 14.72 142.93 3.36 1.18 20 0.84 2.86 NO 2.86 YES 1.43 2.58 426.40 436.53 STR 99 431.75 426.40 431.75 15 9.71 64 0.0226 1.44 14.72 0.84 9.52 14.69 139.85 3.35 1.17 40 1.44 3.45 NO 3.45 YES 1.73 3.17 434.92 443.98 STR 100 439.43 434.92 439.43 1 15 1 9.52 1 21 1 .02171 0.45 114.69 0.84 9.52 13.20 125.66 2.71 0.95 40 1.16 2.95 NO 2.95 YES 1.47 1.92 441.35 454.59 STR 100AI 441.07 1 441.35 1 441.35 1 15 1 9.52 1 56 10.0217 1 1.22 113.20 0.68 0.00 0.00 0.00 0.00 0.00 0 0.00 0.68 YES 0.88 YES 0.44 1.66 443.01 453.43 460 1 452 112 TO SWM4 ro al N Nui* O -t?O �FE» �FEzz PROPOS D rRAnc 446 15" 34 LF OF d RCP ® 0.50% vwi 444 PIPE 10 V A TO 100 15" RCP CROSSING 441 OIL M N LO L 10+00 12+00 12+35 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL 6 J Q U � 3 D_ > 1.5 460 rn� co _ 456 452 1 448 STORMWATER DETENTION P� �21 LF OF 15" RCP 0 0.50% 32 IF OF 15" RCP ® 0.50% 11 +00 11 +2! 201 TO 200 460 460 LO N Oi O O N 7 0 LO � � �o �z o�Z EXISTING o:i> 456 GRADE N K 456 PRO POS D \ \ GRADE 452 452 448 448 3 LF OF 15" RCP ® 0.50% 446 446 N U-) 4 10+00 10+51 99A TO EX. PIPE 452 452 0 0 O) � 0 ,tD 0 448 a 9� 448 o EXISTING GRADE v PROPOSED GRADE 444 444 CONTRACTOR TO REMOVE EXIS NG STRUCTURE AND EXTEN ipE SED TRUCTURE 9 A. 15 LF OF 440 15" RCP 0 2.01% 440 0) O SWM1 TO 97 '0, qt a �,�? '>-___ 1aaZ0 1)456 LO 0 00 - z z \ -CONTROL STRUCTURE \ �EXISTING GRACE 452 PROPOS D GRADE \ \ Oo va s O 448 \ ui� r n v ` M TORMWATER PIPE 11 TO 111 15" RCP \ O�>> ,tr DETENTION C SING \ 0- Fr z z z o \ \ c, rn ii>> RzK w \ N \ 444 47 LF OF 15" RCP 0 0.50% \ 440 20 LF OF 15" RCP 0 7.50% 432 428� 424 4201 416 415 10+00 10+50 460 1 456 452 I EZ -M 444 \ N N 440 \ �-0 >> o,Kzz 436 \ j o ®?S \ 0$ \\ 432 \ OR 01 N N \ r-: a \ qtZ• \ ^:i> c,KK \\ 428 ±54" RCP «z� 420 1 416 415 rn 00 Ki 1- LO It It 10+00 11+00 12+00 12+7' z O w 01 0 M N M N LU> z> O N ,, LJZ O Q U N 0 OU CcO CnE co U a z oz 00ZN �0 Q I - } Z- O W K7 � J oN K z Y w�03 N 3 0 0 N 0J 00 0 0 0 A of v RYAN PERKINS"4 Lic. No. 046565 bp0 IZ/29/2021 TONAL ~ (N O U V) rY LijO O Cn O 00 Of LO \ Q Cn O a > m } m a QCN oN o m o CD ¢ w 1 ¢ v Ul O O U L.L U) W �S Z 0 W J J � O UJ\ U Z F11 T i 1..� C N W W z W W O O r^� U W V J 0_ Q W m J Q SHEET NUMBER CG-501 v; w 0 O N N Q C O C O T v Y O T 0 0 L 3 N 0 N 0 ° Q ° E ° T E 0 0 a ° ° 3 c ° o C �J O J p 1 Y y Y ° alz 3 Y +� 0 �1 5 3 n E ° m -o �y L N C C O O N U L 0 L O na on E C C 0 Of N � N 0 U L° I � a � o 3 D O L C U gJ s L 3 0 0 p n -• n h O C I N 0 Y a n Y U U E N a O N m U y n 0 T C 0 v a N N � � U E `> m � U N m 0 n = J N Q E it N Y � Q N C n r V � n N I N � a N 0 C Qw J � U O O L Y Y a � N ° C O on U N N L Y n 5 � 3 O N s J � - rn E 0 0 n E n � 0 � o 0r ��'� A COUNTY OF ALBEMARLE M Department of Community Development Ah Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 4 GRATETI'PE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Grate mla wn Hardware W Q 0 - Ri er MATERIALS'" Concrete Pipe Division V) Z STC 4501 Precast Concrete Stormceptor o (450 U.S. Gallon Capacity) 01 _ Cover and Grate 5" Grade Adjusters To Suit Finished Grade z 24" 8" 4 6" 4"0 PVC Pipe Min.15" High 1114" Cap I 9w T1 T 1711 1611 I 12"0lnlet 4"0Outlet Down Pipe Riser Pipe (Removable) 48"0 A n a d Section Thru Chamber c Varies To Match Grade 6lY' !_*w-et Min 5• * If Required 0 M N M N LZQ Z> O (no Z � Qo 4"0 Oil Port o c) � 0 See Note 2 ^ Q o n 4"0 Outlet �� 00 co o ZN co = Riser Pipe Q I I Z o w of DO J O N 0 w� Y Q I --- 'Outlet J -_-_- N 00 � N a 0 � o 0 a 4 e Insert Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Pork 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, #5498331,#5725760, #5753115, #5849181, #6068765, #6371690. 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. Closed End Cap E7) End Outlet (2",T,4 VNH) m Bottooutlet N (2", ta4",6" IQ Approx. WOW Retch shallow lnrwl aim Mw•1 Mix. Flow Rate (less Grab) Ill Inches mm Intlws mm GPM UPS CFs Um, Ng Bon i.50 89 4.10 IN 93 6 0.207 14 62 8602 4,10 104 4.70 119 122 8 0.272 15 68 8603 470 119 530 135 152 10 0.339 16 74 9603N 530 135 5.30 135 - - - 17 7.7 8604 530 135 5.90 150 183 12 0.408 18 83 No 590 I50 650 465 214 14 0.477 20 69 8606 650 165 7.10 180 245 16 0.546 21 95 860 710 180 7.10 180 22 10.0 sm 7.10 180 7,70 196 276 17 0615 23 10.6 0608 770 1M 8.30 211 308 19 beat 25 11.2 am 830 211 8.90 226 339 21 0.755 26 118 8610 690 225 9.50 241 371 23 0.827 27 174 8611 950 241 10.10 257 403 26 0.89B 29 130 0612 1010 29 1070 272 435 28 0.969 $0 136 02N 1070 272 10,70 272 30 136 8613 1070 272 11.30 287 467 30 1,041 31 142 8614 1130 287 11.90 302 498 32 1.11D 33 148 805 1190 302 12,50 318 00 34 1.181 34 154 Z886 System Profile Z886 Applications Highways Industrial Parks Driveways Chemical Plants Kitchens Food Processing Pools Shopping Malls Parking Lots Industrial Plants Gas Stations Pharmaceuticals Airports Arnwrim nt Parks Airplane Hangars hof meff 1 $pBdltcanen I.6-174"-12- 1 4 1 MPD'S BIT. PVMT 8kn Thickness 4" Throat 16" Overall Width 1 RYAN PERKINS Lic. No. 046565 IZ/29/2021 ,� Z m :E a_ ~ (N O U V) IY Rinker027 LJJ O 0 00 n } } a Q� a m Dom oN o Z o w Y C ¢ CD CD ZCN ¢ U Features and Benefits • 80" Modular Channel Sections with 20" Grates • .75% Built -In Slope - Handles greater flows, uniform slope. • Badiusetl Bottom - Better Bow rate, less solids build-up. • Smooth High Density Polyethylene Stn ctuml Composite 'manor- 01Y water absorotion. 5 • Durable and Lightweight - Strong corrosion -resistant material. • E.itfa Long Runs - Sidewall extensions allow presloperuns longer than 120 feet. • Variety of Gratings • Grate Options -Available in H-20, FAA, ADA. See pages 22-23. GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Z886 System Highlights y Integral Mechwucal OAedap ODtionaI HlD Fmme 90° XTea Rebar Gips covion Assemby Fabrication Fabrication Engineering Specification Channels shall be 80" long, 6" wide, and have a 4" wide throat. Modular channel sections shall be made of High Density Polyethylene (HOPE), have interlocking ends, and radiused bottom. Channel shall be provided ether flat (neutral) or with a .75% bui0-in slope. Channels shall be available with inverts ranging from 3.5" to 12.50". Channels shall have clips molded into the sides of the channel to accommodate vertical tabor for positioning and anchoring purposes. Choice of class A, 8, C, D, E, and F grates shall be available with H-20 and/or FAA load ratings and/or ADA compliance with mechanical lockdown devices. End caps and catch basins shall be available to complement the channels and grates. End outlets, bottom outlets, and side outlets shall be available In 2", 3", 4", and 6" diameters. Trench drain shall be I'lo-Thru model Z886. 120'(39.62 m) 3.5"(88.9 mm) 1 8601 8602 1 8603 8603N 1 8604 8605 8606 8606N 8607 8608 8609 1 8610 8611 1 8612 8612N 8613 8614 8615 12.5" (317.5 mm) i 0 0� Z tU N W W z Z LU O O 0 U LL1 J Q W m J Q SHEET NUMBER CG-502 C } m m N O_ W N Q Q T) C O C O T W E Y O T V) d O z Q r 1-YEAR STORMWATER MANAGEMENT ROUTING SUMMARY w 3 0 N O C 0 o O N Z Q -o 0 E o o N r7 T N w C) 3 L Z> Y r T O (n 6 ai HZ O 0- o Q� w U= N � IY ° OU m O a Inix m U z o a I z o Of 0 0 oOcoo O Of o ZaN o = Cc } w D_� Ln J Q ° ON 3 s Z Y 'o ff ww�3 o M Y J O `3 N 3 I O U o NO U 5 ■ 00 m 3 95 N � � O L E wimp C � O p y H O+y, A C o �uF ° v RYAN PERKINS y L LiC. No. 046565 �Q ° a E Air N ° 0o TONAL ° L� z m � of ~ N O U V) of U o w O Ln m o (L yOf � Q O� m X�i n CN Q Q o Z m 0 _� N � 0 3 O 1 3 1' Q N Q w V w 0 S ro cn o 0 M u 7 s > o U U w u v 1LU O Y o m N C O L a I I I W N n r w N O n � N d 5 y L N 0 0 N w T C N O L U Om E 1 U - 0m O O a H u L.V O o a m w D_ o U c Z m F E O N C o r o Q m o c m 'w O � 7V) L n WM O� Q N � m m m N Z J � U C`' I 1 1 O O 1 1 1 Yy w� n Win ° o O U L . r U I� tJ `° ° LJ U rn W E 0 m 0 J m � m D SHEET NUMBER r G-503 a ~ Wawa -Greenbrier HydroCAD Wawa -Greenbrier HydroCAD Type 1124hr 1-YR Rainfall=2.98" Wawa -Greenbrier HydroCAD Type 1124hr 1-YR Rainfall=2.98" Wawa -Greenbrier HydroCAD Type 1124hr 1-YR Rainfall=2.98" Prepared by Kimley-Hom Printed 12/21/2021 Prepared by Kimley-Hom Printed 12/21/2021 Prepared by Kimley-Hom Printed 12/21/2021 Prepared by Kimley-Hom Printed 12/21/2021 HvdroCAD®10.10-Sa s/n 09843 ®2020 HydroCAD Software Solutions LLC Pane 2 HvdroCAD®10.10-Sa s/n 09843 ®2020 HydroCAD Software Solutions LLC Pane 3 HvdroCAD®10.10-Sa s/n 09843 ©2020 HydroCAD Software Solutions LLC Pane 4 HvdroCAD®10.10-Sa s/n 09843 ©2020 HydroCAD Software Solutions LLC Pane 5 Rainfall Events Listing (selected events) Summary for Subcatchment 1S: PRE (TOTAL) Summary for Subcatchment 3S: POST (DETAINED) Summary for Subcatchment POST (BYPASS) Eventll Event Storm Type Curve Mode Duration B/B Depth AMC [49] Hint: Tc<2dt may require smaller dt [49] Hint: Tc<2dt may require smaller dt [49] Hint: Tc<2dt may require smaller dt Name (hours) (inches) 1 1-YR Type II 24-hr Default 24.00 1 2.98 2 Runoff = 7.38 ds � 11.96 hrs, Volume= 14,932 cf, Depth> 1.57" Runoff = 5.81 cfs @ 11.95 hrs, Volume= 12,781 cf, Depth> 2.43" Runoff = 3.59 cfs � 11.96 hrs, Volume= 7,306 cF, Depth> 1.72" 2 10-YR Type II 24-hr Default 24.00 1 5.44 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt-- 0.05 hrs Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt-- 0.05 hrs Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, di- 0.05 him Type II 24hr 1-YR Rainfall=2.98" Type II 24hr 1-YR Rainfall=2.98" Type II 24hr 1-YR Rainfall=2.98" Area (ac) CN Description Area (ac) CN Description Area (ac) CN Description 2.620 85 1.450 95 1.170 87 2.620 100.00%Pervious Area 1.450 100.00%Pervious Area 1.170 100.00%Pervious Area �F Tc Length Slope Velocity Capacity Description Tc Length Slope Velocity Capacity Description To Length Slope Velocity Capacity Description (min) (feet) (min) (feet) (feet) (ft/ft)(TUsec)(ds (min) (feet)(fl/ff(TUsec)(ds 5.0 Direct Entry, Subcatchment 1S: PRE (TOTAL) 5.0 Direct Entry, Subcatchment 3S: POST (DETAINED) 5.0 Direct Entry, Subcatchment 4S: POST (BYPASS) PRE (TOTAL) POST (D TAINED) POST( YPASS) Hytlrograph Xytlrogroph Xytl 0 O 0 m Q C O C O T W E Y O T d O 0 r 3 0 L N O c 0 0 a v 0 00 T v 3 E D Y T Y � a- c Y o if o Y z o z 0 Z � c Y O CO Y Q N LO �r Y o h c U 3 n D 7 0 J y 3 � C o � w E c 0 0 Q L -) c 0 � m 0 n o m L L m 0 Oa E T '- V a c m o 0 0 0 L � I v o' Z) m o L0 0 0 c La 0 L m 1 3 10 n h u � s > `o J .. I `w Y 0 v Y o 0 E a o � O n 7 n 'o m a y ti `o V •� T T 0 V O L � n � E U - o m u Y 0 0 m Y m y 0 Y o � c Z m E 0 N Y c Y c it 0 Q � o Y 'm U � n L n •, I m 0 � � a m C o.2' 0� J � U O O L Y Y a � m n ° c O N O N m L L n L 3 oL J � 0 E o 0 n E m � 0 � o or PRE (TOTAL) (3S) 4S POST (D TAINED) POST( YPASS) 5P � P6L SWM COMBINED Subcat Reach on Link Wawa - Greenbrier HydroCAD Type 1124hr 10-YR Rainfall=-5.44" Prepared by Kimley-Horn Printed 12/2l/2021 HydroCAD010.10-5a s/n 09843 ®2020 HydroCAD SoftwareSolutions LLC Pape 15 rimary OutFlow Max=9.52 cis @ 12.01 hrs HW=450.35' TW=437.00' (Fixed TW Elev= 437.D0') =Culvert (Passes 9.52 cfs of11.86 cis potential flow) 2=Orifrce/Grate (Orifice Controls 1.11 cfs @ 12.67 fps) 3=0rifrce/Grate (Orifice Controls 2.66 cis @ 7.62 fps) Sha -Crested Rectangular Weir Weir Controls 5.75 ds 2.51 fps) rP 9 ( @ P ) Pond 5P: SWM Time (Mues) ■10.V ■ Primary Wawa - Greenbrier HydroCAD Type H 24hr 10-YR Rainfall=-5.44" Prepared by Kimley-Horn Printed 12/2l/2021 HydroCADO 10.10-5a s/n 09843 0 2020 HydroCAD Software Solutions LLC Pape 11 Summary for Subcatchment 1S: PRE (TOTAL) [49] Hint: Tc<2dt may require smaller dt Runoff = 17.13 ds @ 11.95 hrs, Volume= 35,892 cf, Depth> 3.77" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt-- 0.05 hrs Type II 24-hr 10-YR Rainfall=5.44" 2.620 100.00% Pervious Area To Length Slope Velocity Capacity Description (min) (feet) (i)/ff) (ft/sec) (cis) 5.0 Direct Entry, Subcatchment 1S: PRE (TOTAL) ■ Runaff Time (hours) Wawa - Greenbrier HydroCAD Type Il 24-hr 10-YR Rainfall=-5.44" Prepared by Kimley-Horn Printed 12/21/2021 HydroCADO 10.10-5a s/n 09843 0 2020 HydroCAD Software Solutions LLC Pape 16 Elevation Primary (feet) (ofs) 443.26 0.00 443.31 0.01 443.36 0.02 443.41 0.05 443.46 0.08 443.51 0.12 443.56 0.15 443.61 0.18 443.66 0.20 443.71 0.22 443.76 0.24 443.81 0.26 443.86 0.28 443.91 0.29 443.96 0.31 444.01 0.32 444.06 0.33 444.11 0.35 444.16 0.36 444.21 0.37 444.26 0.38 444.31 0.39 444.36 0.41 444.41 0.42 444.46 0.43 444.51 0.44 444.56 0.45 444.61 0.46 444.66 0.47 444.71 0.48 444.76 0.49 444.81 0.49 444.86 0.50 444.91 0.51 444.96 0.52 445.01 0.53 445.06 0.54 445.11 0.55 445.16 0.55 445.21 0.56 445.26 0.57 445.31 0.58 445.36 0.58 445.41 0.59 445.46 0.60 445.51 0.61 445.56 0.61 445.61 0.62 445.66 0.63 445.71 0.63 445.76 0.64 445.81 0.65 Stage -Discharge for Pond 51p: SWM Elevation Primary (feet) (cis) 445.86 0.66 445.91 0.66 445.96 0.67 446.01 0.6B 446.06 0.68 446.11 0.69 446.16 0.69 446.21 0.70 446.26 0.71 446.31 0.71 446.36 0.72 446.41 0.73 446.46 0.73 446.51 0.74 446.56 0.74 446.61 0.75 446.66 0.76 446.71 0.76 446.76 0.77 446.81 0.77 446.86 0.78 446.91 0.78 446.96 0.79 447.01 0.80 447.06 0.80 447.11 0.81 447.16 0.81 447.21 0.82 447.26 0.82 447.31 0.83 447.36 0.83 447.41 0.84 447.46 0.84 447.51 0.85 447.56 0.86 447.61 0.89 447.66 0.94 447.71 1.00 447.76 1.08 447.81 1.16 447.86 1.26 447.91 1.36 447.96 1.47 448.01 1.58 448.06 1.68 448.11 1.78 448.16 1.87 448.21 1.94 448.26 2.01 448.31 2.OB 448.36 2.14 448.41 2.20 Elevation (feet) Primary (cfs) 448.46 2.26 448.51 2.32 448.56 2.37 448.61 2.43 448.66 2.48 448.71 2.53 448.76 2.58 448.81 2.63 448.86 2.67 448.91 2.72 448.96 2.76 449.01 2.81 449.06 2.85 449.11 2.89 449.16 2.93 449.21 2.98 449.26 3.02 449.31 3.05 449.36 3.09 449.41 3.13 449.46 3.17 449.51 3.21 449.56 3.24 449.61 3.28 449.66 3.31 449.71 3.35 449.76 3.38 449.81 3.56 449.86 3.86 449.91 4.24 449.96 4.68 450.01 5.17 450.06 5.70 450.11 6.28 450.16 6.89 450.21 7.54 450.26 8.22 450.31 6.93 450.36 9.67 450.41 10.43 450.46 11.23 450.51 12.01 450.56 12.05 450.61 12.10 450.66 12.14 450.71 12.19 450.76 12.23 450.81 12.28 450.86 12.32 450.91 12.36 450.96 12.41 451.01 12.45 Elevation Primary (feet) (cfs) 451.06 12.50 451.11 12.54 451.16 12.58 451.21 12.63 451.26 12.67 451.31 12.71 451.36 12.75 451.41 12.80 451.46 12.84 451.51 12.88 451.56 12.92 451.61 12.97 451.66 13.01 451.71 13.05 451.76 13.09 451.81 13.13 451.86 13.17 451.91 13.21 10-YEAR STORMWATER MANAGEMENT ROUTING SUMMARY Wawa - Greenbrier HydroCAD Type H 24hr 10-YR Rainfall=-5.44" Prepared by Kimley-Horn Printed 12/2l/2021 HydroCAD®10.10-5a s/n 09843 © 2020 HydroCAD Software Solutions LLC Pape 12 Summary for Subcatchment 3S: POST (DETAINED) [49] Hint: Tc<2dt may require smaller dt Runoff = 11.12 cis @ 11.95 hrs, Volume= 25,541 cf, Depth> 4.85" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt-- 0.05 hrs Type II 24-hr 10-YR Rainfall=5.44" 1.450 100.00% Pervious Area To Length Slope Velocity Capacity Description (min) (feet) (ff/ft) (ft/sec) (cis) 5.0 Direct Entry, Subcatchment 3S: POST (DETAINED) ■ R mR Time (hours) Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall=-5.44" Prepared by Kimley-Horn Printed 12/21/2021 HydroCADO 10.10-5a s/n 09843 © 2020 HydroCAD Software Solutions LLC Pape 17 Elevation (feet) Storage (cubic -feet) 443.26 0 443.36 0 443.46 2 443.56 61 443.66 157 443.76 254 443.86 352 443.96 450 444.06 547 444.16 645 444.26 743 444.36 840 444.46 936 444.56 1,031 444.66 1,125 444.76 1,217 444.86 1,309 444.96 1,401 445.06 1,493 445.16 1,585 445.26 1,677 445.36 1,769 445.46 1,861 445.56 1,953 445.66 2,047 445.76 2,141 445.86 2,237 445.96 2,334 446.06 2,433 446.16 2,534 446.26 2,635 446.36 2,737 446.46 2,840 446.56 2,942 446.66 3,043 446.76 3,143 446.86 3,242 446.96 3,339 447.06 3,435 447.16 3,529 447.26 3,623 447.36 3,715 447.46 3,807 447.56 3,899 447.66 3,991 447.76 4,083 447.86 4,175 447.96 4,266 448.06 4,359 448.16 4,451 448.26 4,543 448.36 4,636 Stage -Area -Storage for Pond 5P: SWM Elevation (feet) Storage (cubic -feet) 448.46 4,729 448.56 4,823 448.66 4,918 448.76 5,016 448.86 5,116 448.96 5,218 449.06 5,322 449.16 5.428 449.26 5,537 449.36 5,648 449.46 5,761 449.56 5,876 449.66 5,992 449.76 6,109 449.86 6,226 449.96 6,344 450.06 6,461 450.16 6,579 450.26 6,695 450.36 6,810 450.46 6.923 450.56 6,945 450.66 6,965 450.76 6,985 450.86 7,004 450.96 7,021 451.06 7,036 451.16 7,049 451.26 7,060 451.36 7,070 451.46 7,079 451.56 7,086 451.66 7,090 451.76 7,093 451.86 7,094 Wawa - Greenbrier HydroCAD Type 1124hr 10-YR Rainfall=-5.44" Prepared by Kimley-Horn Printed 12/2l/2021 HydroCADO 10.10-5a s/n 09843 © 2020 HydroCAD Software Solutions LLC Pape 13 Summary for Subcatchment 4S: POST (BYPASS) [49] Hint: Tc<2dt may require smaller dt Runoff = 7.97 cfs @ 11.95 hrs, Volume= 16,905 of, Depth> 3.98" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt-- 0.05 hrs Type II 24-hr 10-YR Rainfall=5.44" 1.170 100.00% Pervious Area To Length Slope Velocity Capacity Description (min) (feet) (ff/ft) (ft/sec) (cis) 5.0 Direct Entry, Subcatchment 4S: POST (BYPASS) ■ ft--e Time (hours) Wawa - Greenbrier HydroCAD Type 1124hr 10-YR Rainfall=-5.44" Prepared by Kimley-Horn Printed 12/2l/2021 HydroCADO 10.10-5a s/n 09843 0 2020 HydroCAD Software Solutions LLC Pape 18 Summary for Link 6L: COMBINED Inflow Area = 114,127 sf, 0.00% Impervious, Inflow Depth> 4.46" for 10-YR event Inflow = 16.82 cis @ 12.00 hrs, Volume= 42,444 d Primary = 16.82 cis @ 12.00 hrs, Volume= 42,444 d, Atten= 0%, Lag= 0.0 min Primary outflow, = Inflow, Time Span= 1.00-24.00 hrs, dt= 0.05 hrs Link 6L: COMBINED Tim (Mum) ■ umos ■ Primary Wawa - Greenbrier HydroCAD Type H 24-hr 10-YR Rainfall=-5.44" Prepared by Kimley-Hom Printed 12/2l/2021 HydroCADO 10.10-5a s/n 09843 0 2020 HydroCAD Software Solutions LLC Pape 14 Summary for Pond 5P: SWM Inflow Area = 63,162 sf, 0.00% Impervious, Inflow Depth> 4.85" for 10-YR event Inflow = 11.12 ofs @ 11.95 hrs, Volume= 25,541 of Outflow = 10.13 cis @ 12.01 hrs, Volume= 25,539 of, Atten= 9%, Lag= 3.4 min Primary = 10.13 cis @ 12.01 hrs, Volume= 25,539 of Routing by Stor-Ind method, Time Span= 1.00-24.00 hrs, dt-- 0.05 hrs Peak Elev= 450.40' @ 12.01 hrs Surf.Area= 1,189 sf Storage= 6,850 of Plug -Flow detention time= 31.2 min calculated for 25,539 of (100% of inflow) Center -of -Mass det. time= 31.1 min ( 792.2 - 761.0 ) Volume Invert Avail.Storage Storage Description #1 443.26' 58 of 15.0" Round Pipe Storage L= 47.5' S= 0.0050 'P #2 443.5V 6,400 of Custom Stage Data (Prismatic) Listed below (Recalc) 6,737 of Overall x 95.0% Voids #3 447.92' 45 of 15.0" Round Pipe Storage L= 36.9' S= 0.0429 'P #4 445.44' 26 d 15.0" Round Pipe Storage L= 21.0' S= 0.0050 'P #5 445.65' 39 of 15.0" Round Pipe Storage L= 32.0' S= 0.0050 'P #6 445.91' 42 of 15.0" Round Pipe Storage L= 34.0' S= 0.0050 T #7 448.44' 88 d 15.0" Round Pipe Storage L= 72.0' S= 0.0050 'P #8 448.90' 223 of 15.0" Round Pipe Storage L= 182.0' S= 0.0061 'P #9 448.90' 59 d 15.0" Round Pipe Storage L= 48.0' S= 0.0245 'P #10 450.18' 113 of 15.0" Round Pipe Storage 7,094 of Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sg-ft) (cubic -feet) (cubic -feet) 443.50 968 0 0 450.46 968 6,737 6,737 Device Routing Invert Outlet Devices #1 Primary 443.26' 15.0" Round Culvert L= 81.5' Ke= 0.900 Inlet / Outlet Invert-- 443.26' / 436.85' S= 0.0787'P Cc= 0.900 n= 0.013, Flow Area= 1.23 sf #2 Device 1 443.26' 4.0" Vert. Orifice/Grate C= 0.600 Limited to weir Flow at low heads #3 Device 1 447.51' 8.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Device 1 449.76' 4.0' long Sharp -Crested Rectangular Weir 2 End Contredion(s) O ih N r7 N L�Q Z > 0 Vo LLJ Z O Q U N OU m V00 ) U U a o of of 00 O co Z- O w 0_7 J O_!n � W Ld Y Y J N 3 O � N O(D O r- r • t. yfj• r RYAN PERKINS Lic. No. 046565 IZ/29/2021 ,� Z M :E d ~ (N O U V) of Ld O O NN Ln O 00 (r F- Cn > 07 } a-O � Q 0-) Q m m Q N o z o W zCD ¢ 1 ¢ N w U O O U 0 Z TQ N Z 0 jnr I.ML W Z W W ry SHEET NUMBER CG-504 y 0 O C O C O T W Y O 0 0 0 y 3 N O L C vi y 0 u 0 m Q 0 c D E 0 T E c 0 0 a 0 c D C 0 0 N 0 3 v � D J � Q y Y 0 z 5 Q - 3 I N n E n u I -Oo r m � C � o � v rn u C CO o . Q 0 :J o a Lm_ E nL v C C N O N 0 L O N C � O W rr a -6 V N m LO a 0 d O o D 3 � L o u � L O 3 c u: o L I � v_ p u n n r1 C O o > o J a I J a Y w u Y N m E y 0 � `o C n o a m V m N u L L � N O n 0 U +• � C N n Q C w o N Y o Z E Q I m Y L n v C c I u, m � a m o C o0� m o � J � 0 0 Y Y a � m n u C 0 1 u L n 5 � 3 O W L J m - o+ E D 0 n E In D 0 p o 0r \ J L _ 00 - - 110 _ L LnE go a�Vi _ - --fl1i - zI � _ o A d R _ � SOnI _ 'M eswm c \� PAVED MAX. ALLOW. FINAL GRADE=457.45 MIN. ALLOW. FINAL GRADE=452.12 GEOGRID ELEV=451.46 TOP OF TANK=450.46 TANK INV=443.50 STONE BASE INV=443.25 ..:. v q v. R e r-28.15"I J R-TANKHD SYSTEM OVERLAY SCALE: 1" = 1 V END MODULE DATA 'l GEOMETRY: LOAD RATING: LENGTH = 28.15 IN. (715 MM) 33.4 PSI, (MODULE ONLY) WIDTH = 15.75 IN. (400 MM) HS20, (WITH ACF COVER SYSTEM) HEIGHT = 83.46 IN. (2120 MM) MATERIAL: TANK VOLUME = 21.41 CF 100% RECYCLED POLYPROPYLENE STORAGE VOLUME = 20.34 CF SMALL PLATES PER VOID INTERNAL VOLUME: 95% SEGMENT/TOTAL: VOID SURFACE AREA: 90% 5/25 PENTA R-TANKHD - ELEVATION PENTA R-TANKHD - MODULE DETAIL CUT AN "X" IN THE FABRIC ENVELOPE THAT IS SLIGHTLY GEOTEXTILE FABRIC LARGER THAN THE PIPE. PULL THE FABRIC FLAPS AROUND OVER ACF R-TANK THE PIPE, AND SEAL WITH A STAINLESS STEEL BAND. NOTE: PIPE MUST BUTT DIRECTLY GEOTEXTILE AGAINST R-TANK. PIPE EFFLUENT FABRIC INLET/OUTLET SHALL NOT PASS THROUGH OVER ACF PIPE FABRIC ENVELOPE R-TANK W CUT IN THE 'i FABRIC TO MTERTANKWRAPIS - SECURED TO PIPE, SLIDE ALLOW PIPE/TANK BOOT AGAINST R-TANK AND STAINLESS STEEL BAND USED -- - INTERFACE ' SECURE WITH SECOND TO FASTEN FABRIC TO PIPES '`r'F •*' �. "s°'•' srAlrvLEss STEEL BAND, THEN TO PREVENT BACKFILL FROM ,/ .{. ATTACH BOOT FLAP TO TANK ENTERING STRUCTURE END VIEW OF PIPE/FABRIC CONNECTION ENVELOPE FABRIC WITH DUCT TAPEOROTHERADHESIVE. SIDE VIEW OF PIPE/FABRIC COP FABRIC COLLAR TO FIT OUTSIDE GEOTEXTILE FABRIC DIAMETER OF INLET/OUTLET PIPE 5.01 OVER ACF R-TANK 1 2, 0" PIPE s, 120ZISY NON -WOVEN PIPE GEOTEXTILE, TRIM AS O.D. NEEDED Q PIPE ' OD +I ISTAINLESS STEEL BAND I STAINLESS STEEL SIDE VIEW OF GEOTEXTILE BOOT R-TANKHD TYPICAL TANK INLET/OUTLET W/ GEOTEXTILE PIPE BOOT DETAIL WM 120 �I 6 Q-7t DVB 11/24/21 0 IV 20' SCALE V= IV 1 Of 6 D R-TANK" QUANTITIES R-TANK"D MODULE TYPE PENTA # OF PENTA R-TANKS 264 TOTAL SYSTEM STORAGE 6,731 CF R-TANK STORAGE VOLUME 5,370 CF STONE STORAGE VOLUME (40% VOID RATIO) 1,361 CF STONE BED FOOTPRINT 1104 SF STONE QUANTITY 126 CY 8 OZ. NON -WOVEN GEOTEXTILE TANK WRAP 2,957 SF (329 BY) 8 OZ. NON -WOVEN GEOTEXTILE EXCAVATION WRAP 3,973 SF (441 BY) ACF BX-12 GEOGRID 1,833 SF (Wit BY) 12" MAINTENANCE PORTS 3 15" PIPE BOOTS 4 NOTE: STONE QUANTITY INCLUDES 12" OF COVERAND W OF BASE. NOTE: GEOTEXTILE / LINER QUANTITIES INCLUDE A 15% WASTE FACTOR. O Q ougo 3Y w � 0 s �a 8= 00 :. 11_ O w= 0 J w Qo -s Q gE4 111 3 0 uj L'LL. pW a o DVB 111 1 3 of 6 15" INLET PIPE CONNECTION 15" OUTLET PIPE CONNECTION 15" INLET PIPE CONNECTION LAYOUT SCALE 1" = 5' R-TANKHD MODULE TYPE PENTA TRAFFIC LOAD HS-20 # OF PENTA R-TANKS 264 TOTAL SYSTEM STORAGE 6,731 CF R-TANK STORAGE VOLUME 5,370 CF STONE STORAGE VOLUME (40% VOID RATIO) 1,361 CF ACF BX-12 GEOGRID ELEV. 451.46 TOP OF COVER STONE ELEV. (12") 451.46 TOP OF R-TANK ELEV. 450.45 TANK INVERT 443.50 INVERT OF STONE BASE (3") 443.25 MIN. STONE PERIMETER WIDTH 2.0 FT SEE SHEETS 3 -6 FOR DETAILS AND ADDITIONAL INFORMATION (TYP. OF 264) 51'-11' 7-0" STONE PERIMETER 12" MAINTENANCE PORT (TYP OF 3, LOCATIONS TO BE VERIFIED BY ENGINEER) 15" INLET PIF CONNECTIOI a in 1 iN �O u �W oN 8 =O w= Z. U 0 LU eO$ Q 3 gg�g� �3� LL 2 92 O w Owl Q - >o -- 0<�5 g< zZ 0 1- W O Q 0 5' 10' N DO ° WQcn SCALE 1" = 6{e W m W zOfW0 QC7m W PAVED w Q ri) SURFACE GEOGRID (ACF BX-12) PLACED 12" ABOVE THE R-TANKHD -' - SYSTEM. OVERLAP ADJACENT PANELS BY 18' MIN. GEOGRID -'e- 451.46 SHOULD EXTEND T BEYOND THE EXCAVATION FOOTPRINT. - 12" r450R-TANKNDUNITS WRAPPED WITH 8 OZ. NON -WOVEN GEOTEXTILE (OR EQUAL)EXCAVATION WRAPPED WITH8 OZ. NON -WOVEN GEOTEXTILE (OR EQUAL) 3" STONE BASE R-TANKHD TANK WRAP & EXCAVATION ENVELOPE DETAIL TOTAL COVER: 20" MINIMUM AND 84" MAXIMUM. FIRST 12" MUST BE NOTES: FREE DRAINING BACKFILL (SPEC SECTION 2.03B): STONE <1.5" OR SOIL 1. FOR COMPLETE MODULE DATA SEE APPROPRIATE R-TANKHO MODULE SHEET. (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAYBE 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND 2016 CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, INTERIM REVISIONS. MAX 25% PASSING NO.200 SIEVE, AND MAX PLASTICITY INDEX OF 4.A 3. PRE-TREATMENT STRUCTURES NOT SHOWN. MIN. 12" COVER MUST BE MAINTAINED BETWEEN BACKFILL 4. FOR INFILTRATION APPLICATIONS, GEOTEXTILE ENVELOPING R-TANK SHALL BE ACF M200 (PER EQUIPMENT AND THE TOP OF THE R-TANKTM SYSTEM AT ALL TIMES. SPEC SECTION 2.02A) AND BASE SHALL BE 4" MIN. UNCOMPACTED FREE DRAINING BACKFILL TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED T. CONTACT (SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS ACF ENVIRONMENTAL IF MORE THAN T OR LESS THAN 20" OF TOP OR DEBRIS, AND EXTEND 7 BEYOND R-TANKro FOOTPRINT. BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT). GEOGRID (ACF BX-12) PLACED 17 ABOVE THE R-TANKHD SYSTEM. OVERLAP ADJACENT PANELS BY 18" MIN. GEOGRID SHOULD EXTEND T BEYOND THE EXCAVATION FOOTPRINT. UTILITY MARKERS AT CORNERS (TYP) PAVED SURFACE 36" (0.91 m) MIN. COVER FROM FINISH GRADE TO TOP OF TANK: f { 20" (0.51 m) MIN. 84" (2.13 m) MAX. - T -II I __ 12" (0.30m) -- - OPTIONAL � - OVERFLOW • _ _ PIPE INLET PIPE I I mi L OPTIONAL . - - OUTLET PIPE 3" (0.08 m) R-TANKHD UNITS LOAD RATING: 33A PSI (MODULE ONLY) SUBGRADE / EXCAVATION LINE: COMPACT PER SPEC SECTION 3.02 D. A BEARING CAPACITY OF 2,000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKHD NOTES 1. THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND RE -SUSPEND ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT. 2. MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. 3. ONLY R-TANKHD AND R-TANKsD MAY BE USED IN TRAFFIC APPLICATIONS. 4. SEE TRAFFIC LOADING DETAIL FOR MINIMUM & MAXIMUM COVER REQUIREMENTS. 5. IF MAINTENANCE PORT IS LOCATED IN A NON -TRAFFIC AREA, A PLASTIC CAP CAN BE USED IN LEU OF A FRAME AND COVER WITH CONCRETE COLLAR. BASE: 3" MIN. BEDDING MATERIAL (SPEC SECTION 2.03A) MAY BE STONE (<1.5") OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST BE FREE OF LUMPS AND DEBRIS, AND EXTEND Z BEYOND R-TANKHD. COMPACT PER SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF THEY MEET THE REQUIREMENTS OF SPEC SECTION 2.03A AND ARE ACCEPTED BY OWNER'S ENGINEER. 16.25" FRAME AND COVER 12" DIH. PVC _ MAINTENANCE PORT BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY GEOGRID �f (REQUIRED IN TRAFFIC AREAS) _ 12 / NON -CORROSIVE SOLID PLATE PLASTIC, SLATE OR EQUIVALENT SIDE BACKFILL: 24" MIN. OF FREE DRAINING BACKFILL (SPEC SECTION 2.03B): STONE <1.5" OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST BE FREE FROM LUMPS, DEBRIS AND OTHER SHARP OBJECTS. SPREAD EVENLY TO PREVENT R-TANKHD MOVEMENT. COMPACT SIDE BACKFILL WITH POWERED MECHANICAL COMPACTOR IN 12" LIFTS (PER SPEC SECTION 3.05 A2). R-TANKHD & HS-20 LOADS - SECTION VIEW REINFORCED CONCRETE COLLAR (WHERE REQUIRED), MIN. 1" CLEARANCE FROM PVC PAVED SURFACE 4 DVB 11/24/21 2of6 0 Q ou 6.4V REF. 2!0 W" 2.OV 2.00' SPACING REF. a' < mmmm 5.00° m mmo m o : m moo 0 m meo 00.75" TP. , o L" T " z.00. a 0 0000 o s°00 O O O O O o 0 0 0 0 D°0°o°D°o°0°0°o°0°D°D -- 00 o r. i w o w Z�I W -8 C 3 � i W H ~ iow•@ 0038"TYR 00.38" TYP. 1.00" SPACING REF. Z. fO W rc tni LLo 00.38' TYP. a o oo o Do 1.00" TYR SIZE A B 23" x 24" 23" 26.51" 28" x 30" 28" 33.15" 34" x 36" 34" 38.69" J >o IaI TOLERANCEON DIMENSIONS oa TRASHGUARD PLUS PRETREATMENT DETAIL m 3:Q O FWUF Q N- WZ^ v/ m LyL /(D Z Ise W W W NON -CORROSIVE HOSE CLAMP Z W W GEOTEXTILE (AS SPECIFIED) Q (n • 1"+/- VENTING PERFORATIONS -%XX8" NOTCHES CUT IN SHADED /��_ AREAS (8 OPENINGS TOTAL) PIPE NOTCHING PATTERN NOTCH BOTTOM OF PIPE (SEE PATTERN) R-TANKHD TYPICAL MAINTENANCE PORT DVB 11/24/21 4of6 O M N M N LZQ z, 0 V�o �Z O Q U N O( DO V)� 00 p U a O z D JI oo�o Q Z_OLJI C)7 O_ on � 0 W Y WOOS Co N 3 Coo N J O0 O O r Z m :E m ~ N O U Vl 0� Ld O O Ln O Do Q� Lc) F- O > 0 } 0 Q6� a m m Q oN o z o w _ N CD z 3 1 ¢ v ¢ w J Z Lu I..L N W W z W W O O r0� U W V J Q W m J Q SHEET NUMBER CG-505 u C m W O U O in m Q 0 O I a N E Y O in d 0 0 L 3 L in N 0 O Q U 0 C O S N E D C 0 0 2 D 0 C C 0 0 N 3 S TJ � O J � Q +' 3 Y 0 Z s Q - 3 Y � N O E V O n u I v° V J '^ L C N O L m rn u C C O � V Q :J 0 O d q L S] U C C N O N 0 ` O N TJ m C � O � O1 � V N N O n 0 m o `a I o 3 V V S O U J s O 3 0 0 q) L w I c YJ � n � C � O m S, O J a in I J n Y U Y n N E y 0 `o T \ C n o m m :5 V m ai � u L L N m n m 0 U z m C E 0 n y J m Q c 11 0 m Y o Z Q M I m Y L O N V c n d in V 0 � a in C in om J � U O O L Y Y a � m n u C O 0) u N m L Y n 5 � 3 0 m s On J m 0 � o 0 .. 0 n E n D 0 ID o Lr DUMP TRUCKS AND PANS SHALL NOT OPERATE OVER THE SYSTEM EXCAVATION AREA BACKFILL MATERIAL UNLOADED OUTSIDE OF THE SYSTEM EXCAVATION AREA R-TANK SYSTEM DUMP TRUCK DETAIL (SEE NOTE 3) LOW GROUND PRESSURE DOZER (10 TON MAX, SEE NOTE 2) SMOOTH DRUM ROLLER STATIC MODE (6 TON MAX, SEE NOTE 1) R-TANKHO OR R-TANK3D UNITS HD: LOAD RATING: 33.4 PSI (MODULE ONLY) SD: LOAD RATING: 40 PSI (MODULE ONLY) NOTES: 1. FOLLOWING PLACEMENT OF SIDE BACKFILL, A UNIFORM 12- LIFT OF THE FREELY DRAINING MATERIAL (SPEC SECTION 2.03 B) SHALL BE PLACED OVER THE R-TANK AND LIGHTLY COMPACTED USING A WALK -BEHIND TRENCH ROLLER. ALTERNATELY, A ROLLER (MAXIMUM GROSS VEHICLE WEIGHT OF 6 TONS) MAY BE USED. ROLLER MUST REMAIN IN STATIC MODE UNTIL A MINIMUM OF 24. OF COVER HAS BEEN PLACED OVER THE MODULES. SHEEP FOOT ROLLERS SHOULD NOT BE USED. SPEC SECTION 3.05 A 2. ONLY LOW PRESSURE TIRE OR TRACK VEHICLES LESS THAN 7 PSI AND OPERATING WEIGHT OF LESS THAN 20,000 LBS) SHALL BE OPERATED OVER THE R-TANK SYSTEM DURING CONSTRUCTION. SPEC SECTION 3.05 B 3. DUMP TRUCKS AND PANS SHALL NOT BE OPERATED WITHIN THE R-TANK SYSTEM AT ANYTIME. WHERE NECESSARY, THE HEAVY EQUIPMENT SHOULD UNLOAD IN AN AREA ADJACENT TO THE R-TANK SYSTEM AND THE MATERIAL SHOULD BE MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT. SPEC SECTION 3.05 B 4. ENSURE THAT ALL UNRELATED CONSTRUCTION TRAFFIC IS KEPT AWAY FROM THE LIMITS OF EXCAVATION UNTIL THE PROJECT IS COMPLETE AND FINAL SURFACE MATERIALS ARE IN PLACE. NO NON -INSTALLATION RELATED LOADING SHOULD BE ALLOWED OVER THE R-TANK SYSTEM UNTIL THE FINAL DESIGN SECTION HAS BEEN CONSTRUCTED (INCLUDING PAVEMENT). SPEC SECTION 3.05 C 5. SEE R-TANK INSTALLATION GUIDE OR CONTACT YOUR LOCAL ACF REPRESENTATIVE FOR ADDITIONAL INFORMATION. SUBGRADE / EXCAVATION LINE: COMPACT PER SPEC SECTION 3.02 D. A BEARING CAPACITY OF 2,000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKHO OR R-TANKGD SMOOTH DRUM ROLLER VIBRATORY MODE (6 TON MAX, SEE NOTE 1) CONSTRUCTION EQUIPMENT COVER DETAIL - VEHICULAR TRAFFIC R O U o ygyyu Ky of S31 rn z rc;? z M D alit 0wo ELL$ O LL J LU W W 0 U Qy LUQ i UF 0 aZ-z CiLU � 00 LU LUW Q Z J Z O W Q U5 2 LU LLI 7x'^Ir0 x 0 m F J _ Z U) 0 U O$ Y z I DVB 11/24/21 5of6 R-TANK SPECIFICATION PART 1-GENERAL 1.01 RELATED DOCUMENTS A Drawings, technical specification antl general provisions of the Contract as mangled herein apply to this section. 1.02 DESCRIPTION OF WORK INCLUDED A Provide excavation and base preperetim par goo echnical engineers recommendations and/or as shown on the design drawings, to provide adequate support for project design kale and from exmvation sidewall colla . Eliminationsshall be in accordance with the owners and OSHA requirements. safety pse B. Provide and install Retains /, R e manuff Ruress Installation or R-TankUlD/system ( In his calleidbate R-Tank) and all reletad products including fill materiels, geobaztiles, geopdda, all ahld tartlet and co bind Me c par M Me R-TaeWrer3 lm Including; guidelines bsprovided structural n delta sectldn. PP P 9 C. Provide antl combined the cover of the R-Tank system Inducting; stone mpkel,of all e fill cover, ant pavement udlon as specified. D. Proad R-Tank system item construction iraec after installation until completion of all mnsWdion actiMty in the installation area. 1.03 QUALITY CONTROL A All materiels Shall be manufactured in ISO cedfied tedlitiea. S. InM iMtion Contrecturahall demonstrate the following experience: 1. A minimum of three R-Tank or equivalent projects completed within 2 years; and, 2. Aminimum of 25,000 cubic feet M storage volume completed within 2 years. 3. Contractor experience requirement may he waived if the manafadorers representative industries on -site veining and makes, during construction. C. Installation Personnel: Performed only by skilled workers with satisfactory record of performance on bulk sentimental pipe, chamber, or pemd/landfill construction projects of comparable size antl quality. D. Contractor must have manufackrera representative available for site review if requested by Owner. 1.04 SUBMITTALS A Submitproposed R-Tank drawings. Drawings shall include typical section moils as well as the required base elevation of stone and banks minimum cover uiremena acid layout rig 9 ryP rm req bank configuration. B. Submit manufacturers product data, inducting compressive strength end unit weigh. C. Submit menuhadampl lfarm tbn instructions. D. Submit R-Ta l sample ter review. Revile motion, antbase ntl samples will be reametl a iha Contracor. E. Sa l[ material exper enc for geotextile, lrequibase course and ! in Se materials. F. Submit required equal aft nna end personnel raquiremente this specified in Section 1.03. G. Any proposed equal alternative product substitution to this n Table .01 must be submitted for review and approved poor a bid opening. Review package should indutle third parry reviewetl performance tlffia That meek a exceeds criteria in Table 2.01 B. 1.05 DELIVERY, STORAGE, AND HANDLING A Protect R-Tank and other materiels from damage during delivery, and atom UV sensitive mai is under ham to protect from sunlight when time from delivery to installation exceeds two weeks. Storage of materials should be on smooth surfaces, free from dirt, mud and debris. B. Handling is a be peramad with equipment appropriate to the materials and site conditions, antl may include hand, handeart, forklifts, extension lifts, etc. C. Cold weather. 1. Care mud be taken when handling plasdm when air temperature is 40 degrees or below as plastic becomes brittle. 2. De not om Maxon m dials or materials mixed or coated with ice or had. 3. Do not build on frozen ground or wet, saarated or muddy subgretle. 1.06 PREINSTALLATION CONFERENCE. A Priors the said of the installation a ine:allatrm conference shall occur with there representatives, from the design teem the general mntrador Me exmvation contractor, de Pre P R-Tank Installation contractor, errd the manufacturers represenatNe. 1.07 PROJECT CONDITIONS A Coordinate installation for Me R-Tank system with other on4te actfivides a eliminate all non -installation relatetl construction trade over the completed! R-Tank system. No loads he9vio than the design Icatls shall be allowed over the a tim and in no case shall loads higher then a Standard AASNTO HIM or hil depending on design cMeria land be 9 Ya 9 ( pe 9) allowed adjacent the system ro an time. Yt Y B. Pll pro-wjaceM work from tlamage debris R-nd nk heavy seed installation. C. All pre-treatment systems l remove tlebna and due to sediments mud theen in place erb andiahM pna a operation of Me R-Tank system. Additional pretreatment measures may be needed ifunit isoperetiomltlun damage due to increased sediment hands. D. Contractor Is responsible ter any damage to the system during construction. PART 2.PRODUCTS 2.01 R-TANK UNITS A R-Tank- Inedlon moldetl lastic pink lanes assembled to form a 95% void modular structure of preassigned height custom fa mcM1 roject. 1 P P P 9 9 1 project). ) B. R-Tank unite shall meet she following Physical B Chemical Characteristics, uw C. Supplier Ferguson Weerwaks 2831 Cardwell Road Richmond, VA 23234 (T): 800448-3636; 01804-743-7779 www hi gmon.mm 2D2 GEOSYNTHETICS A Gambill A eatextile Som a Is required to raven bacldlll material from Warm the R-Tank modules. 9 PP g 1. Sanded Application: The an wale must isle shell di an a oz r square ant mas a f n sot of the ACF NOW design, a amo l . Apd 9e pe q Y 9 ( so ) 2. Geolation ApplicalionWhee water must inods anchor rea through thegeoeMieasa fonctionoRbe(ACIF BX12orawovenmonofnforce (ACFM200et a R-Tank . used. B. Gaog rid. Fa installations alwaregsubject a bast laatls and/or when required byprojectrequired plans, instal geogntl (ACF BX12 or equivalent) to reinforce badefill above the R-Tank system. rid a not always aired for R-TankuO/ installations, and is often not aired ter ran -treat Imtl a lications. Geag Y req req PP 2.03 BACKFILL & COVER MATERIALS A Beddin Materials: Stone (angular and smaller Man In diameter) or soil GW GP SW or SP as dassdiedb the Unified Soil Classification stem shall Fe used below the 9 ( 9 ) ( Y System) random as diet rmi minimum). Material must be free from lumm, debris, and any sharpobjectsions building thing mull cut the efin,,postdate. Material shall be within 3 percent of the optimum moisture mMaM asdeterminedEacnetl by ASTMustC698 at be timeof Installation, For infiltration objects et could materialshallbefree tlraining. B. as d and Top Beckfill: Material mud be free from lumps, tlebns and any sharp objects Met could cotes geote#Ile. Mineral shell be within 3 percent M the optimum moisture canaM tee tleterminetl by ASTM 0698 et the time l installation. 1. Traffic, and ED ns -mod Free draining material Shall be used adjacent a e (angular andmum) and above n ir 1.5" in et diameter) R-Tank N, Gi a. Fa Hq and S stem). . baddll matenaa Shall be free tlraining atone (angular and smeller Men 1.5' in tliameter) a aril (GIN, GP, Si or SP as dassifietl by the Unified Soil Classification es Win 1. It. Fa UD motlules with less than 14' Map cover, modules materials shall id free draining sane (angular and Smaller don roo in diameter). The use of mil topbackfill on the titles and bap Mire UD base module is not manse) must b the motlules are installed outside of inset areas Or wbM1 cover tlePlM M 14' o room. Top backfill maanal (from top M module to bottom M mvement base to 12' maximum) must be consistent with modules backfll. 2. Nan c Apple Green Space or Me tt p male ll all R-Tank ini ules imay consist tl of AAmam and not subjected to vh filcular 30-40%(by volumebanclafil) materials may either ablis in the wg.0 elimm for Traffic Applimtionsabove,atheion bell Shalaysa llco(1stminimum)may mof AASHTO p5]atom blended with30d0%(byvolume) amoilaaid insablby eegnified. C. Adtli6onal Carer t e . Stru: Structural Fill shell consist Of granular ercent a meeting the gradational w, shall a ve a M SM, SP, y c GM, GP Or GW as daclassifiedxi the Unified Soil Classifficalron04.final System. Structural 3 p fill shall have t maximum to 25 percent passing the No. AS sieve, shall have a maximum day canteng of 10 percent and a maximum Plasticity Intlmr M4. Meteral shell be within 3 pemanl Mthe optimum moisture anent as tlelerninatl by ASTM 0698 et the lima M Inetelletlm. 2.04 OTHER MATERIALS A Utility Marker. Insall metallic ape at comers of R-Tank system to mark the area for future utility miredion. PART 3-EXECUTION 3.01 ASSEMBLY OF R-TANK UNITS A Assembly of modules about be parformetl in acmdance with the R-Tank Installation Manual, Section 2- 3.02 LAYOUT AND EXCAVATION A Installer aM1dl stake out. excavate, and prepare the subgretle area to the requiretl plan grades and dimensions, ensuring that the excavation is at least 2 feet greeter than R-Tank dimensions In each direction allowing for installation of geotextile filter fabric, R-Tank nwdules, and free draining backNl materials. B. All excavations must be prepared with OSHA approved excavated sides and sufficient working space. C. Protect partially completed installation against damage from other construction trenc by establishing a pedmMer with high visibility mmtmetion tape fencing, barricade, a other means until construction is complete. D. Base of the exmvation shall be uniform, level, and free of lumps or debris and soft or yielding subgrade areas. A minimum 2,000 Pounds per square foot beading capacity is required. 1. Standard Applications: Camped subgetle a a minimum of 95%of Standard Proctor (ASTM D698) density or as required by the Owners engineer. 2. Infiltration Applications: Subgrade shall be prepared in accordance with the contract documents. Compaction of subgrade should not be performed in infiltration applications. E. Unsuitable Soils or Cargil na: All questions about the base of the excavation shell be directed to the owners en ineer who will approve the au ratle conditions nor to placement 9 9 be b9 P pistons . The Owners engineer shall tletermine the required! beano capacity of the R-Tank au ratle' however in no case shell a beano capacity of leas than 2 000 undo r ^3 9 9 b9 9 m m square fact bells are d. 1. It directed the are encountered at the subgretle, or rf the subgretle is pumping or appears excessively soft repeir the area in accordance with contract documents antl/a tee tlirecbatl by the owner's engineer. 2. If indicationsns the water able are observetlduringfi lexcavation, the engineer shall be a marled ne provide recommendations. 3. Do rat alert installation of the R-Tanks stem until unsatisfactory Sub ratle contlNoa ere mredetl and Ma m ratle conditions are accepted Irk owners ongiber. Y ry 9 b9 P by 9 3.03 PREPARATION OF BASE A Rem a Min layer IT unless otherwise smci0etl) of betiding mammal (Sending 2.03 A), over the subgretle a establish a level working platform for the R-Tank modules. Level b wMin M' (+I. %•) or as shown on the plans. Native subgretle soils or other maanals may be used K determined to meet the requirements of 2.03 A and am adeepted by the owners engineer. 1. Standard Applications: Sago all or otherwim compact bedding materiels until they are firm and arvelding. 2. Infiltration Applimtions: Betiding materials shall be preparetl in accordance with the conked tlowmeMs. B. Outline Me footprint of the R-Tank system on the excavation floor using spray paint or chalk line 0 ensure a 2' penmeter a available around the R-Tank system for proper installation and mmmction of backflll. 3.041NSTALLATION OF THE R-TANKS A Where a geotextile wrap is specified on the atom tram, oA strips to length and insall in exmvation, removing wrinkles so moral lays flat. Overlap geotextile a minimum 12'am recommended by mamAactrrer. Use tape, special adhesives, sandbags or other ballast a semre overlaps. As geologies mn be damaged by extreme Feet, smoking is rat Permissible odnear the geoaztile, and tools using a flame to tack the overlaps, such as propane arohes, are prohibited. B. Where an immrvious liner (for norma antl is specified, Install the liner per manufacturers recommendations and the contract documents. The R-Tank units shall be eemretm from impervious liner by a non -woven geote#ile fabric installed accordance with Section 3.04A. C. Install R-Tank modules b placing side b side in accordance with the design closings. No lateral connections are required. It is advisable to use a strip line to arts square comes P 9 9 9 9 n q and straight and along Me on, forager rg the R-Tank system. The modules are placed be oriented as per the tlesign .This with requiretl uare t at shown on plans. 1. For L0, Ho, antl SD Installations, the large sale plate of the tank shoultl h wninon the perimeter a me system. This will let adjustment is require that the two mini of the bank arm will have a now of banks placed perpendicular Installation all other banks. If delta is not shown in the construction drawings, R is a simple field atljustment that will have minimal effect on the overall stem footprint. Rears R-Tank perpendicula Guitlew more Y for 2. For p t installations, R-Tnktothere is es perpendicular g antl row required. corm D. Wrap the R-Tank bap and sides r as re specified manufCut strips ctur g Take great So de re to a cover the eW and bp, erica, if specified, the emtire system II a present lacem entry into the system. Overlap geolext, o 12" or as recomm penes by manufacturer. Take great rare na ewer) damage p geotextile haul, if spedfieq impervious Id up during placement. E. Identity locations of inlet, outlet and any other penetrations a the geotextile land os and liner). These mnn e corrections shoultl be ishallbe flush ed uatl up a the Re with and the geotextile fabric shall be cut tr enable duringhydraulic continuity between the rat pipe ens and the R-Tank magi. These e,impervious be secured paint pion bona with stainless steal pipe clamps. Support pipe in trenches during unl backfll otherwise specified, to prevent pipe from seeing and installed snug a the geotextile, impervious liner (if specified) or pipe. Connecting pipes at 90 degree angles and nonce Pion, unless otherwise spedfietl. Ensure end M pipe is intenan snug against R-Tank system. F. rehallboun Inspection antl one arse Pods In locations noted on plans. e t a minimum ones note i nth port aball be installed widen 10' M each inlet 8 outlet mnned'pn, and vdd a maximums stir of one maintenance ort for eve 2 500 square feel Install all eta as noted in de ydrank Installation Th spacing P every sq m G. If required, install rventilationaot Apes and vend as 0 degree el drawings a provide ventilation far proper hydraulic performance. netorwrong The number hiAims and vents will tleperul on the size of the system. Veen are often imalletl using a 90 degree elbow with PVC pipe into a lantlsmpetl arm wNh'U' bond or vacant bdaM a inhibit the ingress of debris. A gaunt level eOntma Or 81ee1 cover can be usetl. 3.05 BACKFILLING OF THE R-TANK UNITS A So l and fill with recommended materials as follow 1. Race freely draining bacell materials (Section 2.03 B) around his perimeter in lea wed a maximum thickneee of 17. Each lift shell be Pacetl around the entire perimeter such that mch IIft a no more than 24' higher than the aide backflll along any other acatlon an the mNreter of the R-Tank system. No fill shall be placed over top of hanks un01 the side mica ill has been completed. 2. Each lift shall be commcatl at the specified moisture content a a minimum of %%of the Standard Proctor Density until no further donsi cation is observed (for eex-compacting sane materials). The side life must he compadetl with walk behind computation equipment. Even when 3eecompsctirg- backfill materials are seledetl, a walk behind vibratory mmmdor must Ixs ..it. 3. Take core a ensure that the compaction process does not allow the machinery a cane into mnad wed the modules due to the potential for damage a the geotextile and R-Tank units. 4. No compaction equipment is permissible to operas directly on the R-Tank modules. 5. T Beckfill: Only low premium track vehicles shall be operated over the R-Tank system tlue com udlon. Dump Tacks and Pens shall not be operated within the R-Tank a m fachnTop Y P m Yde during 0 P in a optima t M any time. Heavy equipment shouts unload in an area adjacent to the R-Tank system and the material should be moved over the system using tradrea equipment win an operaag weight ofless than a tons. a. Typical Applications:s.Lightly Install m ac ed as shown k-plans) IIft nth Mi tlrelnlrg material (Settler 2.03 B) over the vehicle eei Units, tons) may e u between equipment tracks and R-Tank System. Lightly compacted cov using awalk-behind trench idler. le . Shtely, o alter rsshould firms vehicle weight of 8 ens) may be used. Roller must remain in sago male use a minimum of 24- M cover has In been placed over the module. SM1eep fool rdlem eM1W10 rid be used. b. ShallowApplications (< 16' shown cover): Install top ri doh in accordance with plans. 6. Following required, lacem a geogritl as shown on plans. Geowl, shall extentl a minimum ur 3 set beyondaction the limes of the exmvation wall. ]. minima95%0 t and compaction of e'rnsiiy mver subsequent lifts of fool rel fill Section 2.03 te shall in IadN a the s above the m, unless and compactedasp ci a pl P( ) P pe minimum M95%Mthe Standard Procter Dens in 12' acoss theheengref eiR theystem.s system. Iinimum iMNl above the in unless athenvise specified, Iry aatp Yet 9 P system, sped uniform elevation of filllayers shall bpimeintnchor gewithint elevations the footprint of R design aim. Each cover depths listed ie TadBeth B. P System. pl S. Pace a minim layers M geoaztile Me anchor gmgth at elevations as spedfietl in the tlesign details. Exh Myer of geceynthetic reinforcement placed above the R-Tank rydem shall extend a minimum of 3 feet beyond de limbs M the excavation wall. B. Ensure that all unrelated constructionR Tank y kept awe from al design of excavation until on a t d Is ram lets and meal surface materials are In lace. No nandnsallatlon reatetl p v p l p p Imce s should be materials, over Ore R-Tank system until the final tlesign paving ma has bran constructed (inducting pavement). C. Piece surfacing materials such ee rountlmvera no la erase or even materials over the ahucere with rare to avoid displacement of cover fill and damage a surrauntlin 9 9 ( rye ), P 9 P e e areas. D. for Becketmman R-Tankmust be wedeln the limitations shown in the atf liable in Section 2.01B.thefoal depth ti ckfll tlepme ratcomply with this aco rrect o engineer manrfadudureea repreaene6ve for assistance. 3.06 MAINTENANCE REQUIREMENTS A A mutim maintenance rood is requiretl to ensure prefer performanm of Me R-Tank sysem. The Maintenance program should be focused on phenomena systems. Ensuring these structures are clean and functioning properly will reduce Me risk of contamination of tot R-Tank system acid sarmwal relmsetl tram the site. Pre-keatr ent systems shall be inspected yearly, or as directetl by the regulatory agency and by the manuaciu er (for proprietary systems). Mountain as needed using acceptable predicea or fdlowing manufacturers guidelines (for Propriaery systems). B. All inlet pipes and Inspection and/or Maintenance Pads in the R-Tank system will need to be inspected far accumulation M sediments at least quarterly through the first Waraf operation and at least yearly thereafter. C. If Sediment has accumulated a de level noted In the R-Tad[ MBIMenanm Golds or beyond a level acceptable to the Owners engineer. the R-Tank system should be fusing. D. Al inspection and maintmence activities should be performed in accordance wbh the R-Tank Operation, Inspection & Maintenance Manuel. d oN �a= �s c'^ fN a 8w 0 0 or0 at zw w Z2, 0 D E uj0g y W LU H o 1- uW 4u z 0 Zi g i. ohm ?ad � OWy4yq o FLLO o g' 1 a O z / OQ O Ua�Z IiIt00 UW_UQ m W (9 Z LU �LU Q W w 0 ,,V I^ W LU m Q DVB 11/24/21 6of6 O Z O I') N Ih N LZQ Z O N i W Z O HQ N O (n00 U Q I r00 z O ZN� Z- O } W o7 p J O!n � O W Z � Y W� Y J N 00 N J �3: O O r z m :E a_ ~ N O U V) IY � 0 (n O 00 H O > m } a Q l� a m m oN o z o W z ¢ 1 ¢ N w Ul O O U J W 0 0 0� Z ^w N W Lu z W LIJ noollo O U U LL1 J Q W m J Q SHEET NUMBER CG-506 0 O Q C O 0 I v E Y O T 0 0 L 3 a 0 L N 0 m a 0 E 0 T v Y T 0 0 a 0 0 c 0 0 O O N O .L. 0 C N 3 3 z o Q s J 1 3 - C o I $ � c 0 YN u N '�0 L , m L o 0 0 Q E J L � � C 0 c o' D C -p O d T o N � a 0 N O � L 3 I L O U s � 3 �o o „ C � v u I � )J o n � � N a n J JI u y a N Y y 0 � O D m n � vN V � � N o E U ` N � N C Z c Q i o r_ C J � � L v I y n E � a N C o °' J � 0 0 L Y Y a � m n u C O N u N O L Y n 5 � 3 O N J � o n E n � 0 O o or �, 00 N N N 0-a Cti f�jxNaa E"o�xx fzl _a60 Owrn I I � N co M I Q 0] 0' >�ao v o M Co of � Q 5/8" RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 5/8" IRRIGATION METER 1" CORP. STOPI� 45 LF OF 6" DI WATERLINE TAPPING SLEEVE & 6" GATE VALVE CONNECTION 6"X4" TEE 4" GATE VALVE 4" THREADED PLUG 2" DOMESTIC SERVICE TAP I` 0 0 0 It, II II II II II II 0 / / SS G/ 97 / O / � R / CONTRACTOR TO VERIFY VERTICAL 98 LOCATION OF FO LINE FOR POTENTIAL CONFLICT WITH STORMPIPE EXTENSION / G S �' � � i � SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 APPROX. LOCATION OF EX. ASCA SANITARY / / i S �� /S p D.B. 2359 PG. 589 (PLAT) EXISTING 8" COATED SEWER LINE G `< / 0 PARCEL D: 061 WO-02-00- 02B0 STEEL NATURAL GAS MAIN ' /S /�� y EtiPeN\OEL� ZONED: C-1 COMMERCIAL �I S / S ��f j� ° �' \e `�_lc)) _ h0 PARCEL USE: CONVALESCENT HOSPITAL - a9 55 O SUO� EX. GAS LATERAL TO REMAIN. CONTRACTOR S 190 - - G - - Q h S \S�\,F-GOEi� S / / / h TO CONFIRM VERTICAL LOCATION OF GAS / / - LINE AT PROPOSED STORM CROSSING GQ p�° �O F G� 0 0 / EX. 8" GAS LINE 2 100 _ I�ol - CONTRACTOR TO FIELD VERIFY DEPTHS ADJUST RIM OF EX. / 0 SS �� :_' OF ALL EX. UTILITIES AND CONTACT SANITARY SEWER MANHOLE / (SEE SHEET CU-501) D �_ KIMLEY-HORN IF CONFLICTS EXIST TO PROPOSED GRADE 0 / 20' PUBLIC DRAINAGE EASEMENT � � FO VAULT TO BE ADJUSTED TO O \ PROPOSED GRADE AND COORDINATED O±_w / WITH APPLICABLE UTILITY COMPANY I 7 11 LF OF 1° TYPE 'K' COPPER DOMESTIC WATER LINE .w7 VLL PROPOSED 20' ' UTILITY EASEMENT �_ �..� ° :.:�.' •..'. •. �'� -., 1.5" DOMESTIC WATER METER (PROVIDE 5' SEPARATION FROM HYDRANT) « F 5 LF OF- • . • • ,i a. '. ®� 6" PVC 0 6.84% II FIRE HYDRANT ASSEMBLY , V. 6" GATE VALVE' 96 LF OF g6 LF OF _ I15' LUMOS ETWORK 6" PVC 0 1.04% '-6" PVC ® 1.04%� EASIlMENT D.B. 48,yl PG. 240 $$ SS S S S$ ""::L w w W W W w CO-6 QLl CO-5 w �} RIM: 455.76 RIM: 456.29 _INV: 451.05 6" PVC_ INV: 452.05 6" PVC � 27 LLF OF -�rl- EX. GAS LATERAL (SEE SHEET CU-501) \G / \ 1 EX. 8" GAS LINE 1 \ (SEE SHEET CU-501) PRESSUREREGU TION \ \ \ STATION TO REMAIN x \ Wawa. 2.26 ACRES \ W50-FB-VA I 6,049 SIF ' FFE: 457.05 48 WAWA SPACES CO 3 (BLDG) RIM: 457.05 Ji INV OUT. 453.55 6" PVC CO 1 (BLDG) 3 RIM: 457 05 INV OUT 45355 6" PVC /< x 6" PVC 0 1.04% W W W 'K' W W I EX. MH 475 LF OF 2" TYPE RIM: 455.71 COPPER DOMESTIC WATERLINE CO-4 (2-WAY CLEANOUT) 0 G PGv�e INV IN: 450.77 6" PVC RIM: 456.89 INV IN: 453.05 6" PVC 11 �� k56� II 'ADJUST RIM OF EX. SANITARY SEWER O<� ° I MANHOLE TO PROPOSED GRADE. INV IN: 453.05 6" PVC INV OUT: 453.05 6" PVC FYF" CONNECT LATERAL TO EXISTING APPROXIMATE LOCATION II MANHOLE USING BRANCH TIE-IN 10 LF OF OF EX. 10" DI WATERLINE. (SEE SHEET CU-501) 6" PVC 0 1.04% CONTRACTOR TO VERIFY II LOCATION PRIOR TO 3 GT2 CONNECTION II INV OUT: 453.15 6" PVC I I UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER. 6. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. 7. REFER TO SHEET CE-101 FOR INFORMATION REGARDING ABANDONMENT OF EXISTING UTILITIES. 8. REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS. 9. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. 10. A KNOX BOX IS REQUIRED. ITS LOCATION IS TO BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 11. A FLOW TEST WAS PERFORMED ON 9/2/2021 WITH A Q20 CALCULATION THAT RESULTED IN 11417 GPM. 12. AN ACSA DEED OF EASEMENT FOR THE WATER UTILITY EASEMENT WILL BE REQUIRED PRIOR TO RELEASE OF THE DOMESTIC METER. 0 M N M N LZQ Z O Vo 0 Q U N 0U �E DO p U a o 1 z of 00�o ZN � Z- O r W J ou)Of N � W Y w�U3 Y J N 3 op N J O00 0 RYAN PERKINS L. No. 046565 I2/29/20ZI j W Q 0 UNDERGROUND STORM WATER MANAGEMENT SYSTEM -- -- -- -� �P TONAL Ld 0 O ccn f 00 H U7 > > d� 0 Q o m o \ \ 73x o G o \ 101A \\ 222 LF OF 3/4" PVC WATERLINE \ TO DUMPSTER HOSE BIBB 00 73X 0*10 \ 101 • ' \ \W W W EX. 8" GAS LINE 2 7 LF OF r -EXTENSION OF GAS SERVICE TO BE (SEE SHEET CU-501) 6" PVC ® 1 04% COORDINATED WITH UTILITY COMPANY 102 �Cl2- " I� CO-2 (2-WAY CLEANOUT) RIM: 456.69 INV: 453.48 6" PVC W TAI J -� 8 LF OF 6" PVC ® 1.04% GT1 INV IN: 453.40 6" PVC 1500 GALLON GREASE TRAP (SEE SHEET CU-502) RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET FENCE MEANDERS ALONG P/L EX. 8" GAS LINE 1 (SEE SHEET CU-501) 7q \ \, o \ 7gX \ 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 7I \ X66 \ 8 JA-ZA IMITED PARTNERSHIP D. 1134 PG. 536 D.B. 77 G. 401 (PLAT) PARCEL ID: 061-WO-02-00-00200 ZONED: C-1 011MMERCIAL PARCEL USE: VACANT C ERCIAL LAI GRAPHIC SCALE IN FEET 0 15 30 60 it. =30' J 0 N LLu Z Q L.L N W W z W W u O U Ld J-i LY Q Ld m J Q SHEET NUMBER CU-101 � APPROXIMATE LOCATION OF DOMESTIC 1.5" BACKFLOW REVENTER WITHIN BUILDING \ \ \ 72 p \ 0 \ 6 } m N N O_ w N EX. 8" GAS LINE 1 EX. GAS LATERAL C O C O T E 0 464 464 T n d Z 0 0 Cn r EXISTIN GRADE w 3 460 460 L APPROXIMATE LOCATION F EX.-N PRESSURE REGULATION STATION — _--- --- o — — i o — o i 456 — — _ _ — — — PROPOSED GR DE 456 — — — 0 O a / N U E �/ L z> O Wo 0 452 452 a U= N a `�J a OU c O Q Z ^ OO I� O o Z~ I } - o PIPE 101A TO S 2 15" RCP » J 448 CROSSING 448 oN W Y w r > Z o O EX. 8" GAS LINE w� 3 } o U JZ = H Z YJ D 3 M N 3 Y ■ O� 3 444 444 O m � I � E 0 ° y o c -o o y o}��p.LTH O+y, A 0 U ° 0 440 440 (0 �� o N o r° a0 i V RYAN PERKINS y 0 C5 Nj ui �p CO ao Lic. No. 046565 �� bp0 �2/29/2OZI� o 10+00 11+00 12+00 13+00 14+00 G 0 TONAL 00 °�GRAPHIC SCALE IN FEET m 0 15 30 60 N o U N of o w 0 O Ln 00 Ki ��F\Cn m m HORIZONTAL o o a o }m o o EX. 8" GAS LINE 2 6 Q w Z Z Y 3 10+00 11+00 12+00 Y N V w I - Ul O O U s 0 N J M 3 Q 06 M 3 `w > 24" x 24" 4,000 PSI Of 24" x 24" 4,000 PSI OIL CONCRETE PAD CONCRETE PAD U) ° 1.5 1 i 1 � C L.LJ O Y m J °a 0 - FINISHED GRADE fPER FINISHED GRADE n I ' 0 i r.rL0inTOP SECTION VALVE BOX NVALVE BOXo , (CAST IRON) LfSIZ ° PER GRADI G PLAN REQ'D G PIPE SIZE & PLANLASS AS REO'D 1..�OTW N O Q O) � N m � C E ` FLOW FLOW FLOW FLOW 0 n U - N w See Specifications for See Specifications for N `w approved bedding material. approved bedding material. J ✓� 1- O W m TWO WAY CLEAN -OUT ONE WAY CLEAN -OUT (Use within 5' of building only) V) w C o ° � N 0_ o H j = § CLEAN OUT DETAIL 1 � CLEAN OUT DETAIL 7 " Z Wma c1a aee®�er s a C\I T IL.IL U a V N m J ° GAS PROFILE NOTES Q w z Oo Yy w� w� 1. GAS LINE APPROXIMATIONS ARE BASED ON TOP OF PIPE z 1 ° ELEVATIONS PROVIDED BY INSIGHT. 00 (n p 0 s 2. INSIGHT TESTS WERE COMPLETED BETWEEN 07/13/2021 AND W .307/15/2021. � 3. CONTRACTOR TO CONFIRM LOCATION AND DEPTH OF EXISTING GAS 0 10+00 11+00 12+00 13+00 14+00 LINES PRIOR TO CONSTRUCTION. m 0 J 0 m 0 4. CONTRACTOR TO ENSURE 3' MINIMUM COVER OVER ALL EXISTING Q m GAS MAINS. SHEET NUMBER O a r CU-501 a ~ Fr.�7 460 460 APPROXIMATE LOCATION OF X. PRESSURE REGULATION STATION 456 � P OPOSED GRADE 456 \ EXISTING GRADE 452 452 X. 0.5" PLAS IC \ GAS LATE AL \ ` 448 44s EX. 1" PLASTIC GAS LATERAL 444 ` 444 EXISTING GRADE ai !i � 440 440 PIPE 100A TO 100 15" RCP ii\i \� CROSSING APPROXIMATE LOCATION OF REMAINDER OF EX. � \ 436 LATERAL FOR VISUAL PURPOSES ONLY). \ 436 LATERAL TOR TO -VERIFY DEPTH OF EX. TO ENSURE ADEQUATE SEPARATION AS i \ \ WITH ANY CROSSING STORM OR UTILITIES i 432 i 432 430 430 � � � N 464 464 EXISTING GRADE 4so 4so — �/// PROPOSED GRADE n 456 ---- -- 456 J O z_ M 452 W 452 cV / E 8" GAS LINE / I PIPE 1 1A TO SWM2 15" RCP 448 CROSSING 448 I 444 444 440 440 O 0 ° ° 0 a 0 0 E 0 x T v Y 0 0 0 0 Y 3 v n 0 u c 0 0 u a 0 0 LO x T E n C 0 0 0 C 0 0 0 N 0 0 3 D c N n i J - Q 3 w 0 � o r 5 — 3 J .. C N n ° I v � r C O � U rn ° 0 T 0 Q� J a L n` c c ° G: `o L N v D � C v 0 � T � V 0 ° n v 0 d 0 L 1l1 I 3 Z L � 3 0 0 I m D n n 0 7— N 0 a J I a J Y U n Y y v L O 0 T p c n ° v G T N V ' Oi u V > L v m v n L o U � E 2 n J . Q C � 0 J N ° — C L N � c n ° I v � a N 0 C o2, O d J � O O 5= Y Y 0 (Dn U C O N O n 5 � 3 0 v L J o �0 o 3 .. 0 n E In D so p o Ir a JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES I I 5' 101y E V WATER SEWER 3 Po 0 t OE LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER Is SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH DU SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG. W-1 Z M a PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� tI'WVALVE ADJUSTABLE TRAFFIC RATED II BOX W/ LID u M.J. GATE VALVE WATER •d II It l I d I1 tF LINE 2500 P.S.I. CONCRETE JP n 2'x 2' BEARING AREA. THRUST BLOCK q • a. A• e d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 P' SIDE VIEW B DOM HINGES I I DIAMETER DRILLED HOLE TOUCH READ I I UNITS.FOR C I I ( I TOP VIEW I 3" DIAMETER FLAT I I BEARING SURFACE UNDERNEATH LIFT HANDLE L--__—____ 24' X 36' ------- ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W-7A METER SIZE DIMENSION A DIMENSIGS•1 e DIMENSmN C 1 v2' 3'1' S'0' 3'B' 2• 3'1• s'D• 4' 5' MIN. 12' MIN. GREATER THAN 4' pRDPOSALS WILL BE SUBMITTED. TD-14 MATCH PROPOSED GRADE 24" CAST IRON COVER R" TAD BOLTED (TYPJ CAST IN PLACE COUPLING WATER TIGHT GASKET D = -(1-155% +OF D L2• INERT COATING r SOFT COPPER t NOTE No SWEATED FlTTNGS DUAL SERVICE SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE. ,,,[[[ 36' MIN. 1/8 BEND COUPUNG-\/ / R ps- ❑O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R " ^'111PRESe M z 3/4' M1ALE PIPE COUPUNG PPROVED EQUAL aOR USE ON DETACHED SINGLE FAMILY TESIOENRAL SERVICE WHERE AN IRRIGATION AMR IS NOT PROVIDED. CAST IRON UD FINISHED GRADE `CORPORATION STOP ."'Y.Yy;t '1y � � � 2 BRICK AS NECESSARY ':�{+�'s%"I t' ` SOOT SPEC. 203, NO. 57 SAND OR DUST UNDER "� n ;y',�c• '�f�ry ge4t` "h AGGREGATE MBoxINIMUMYNNIICKNE55) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 I —. " I TIT I I I I I I I' CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP STREET SURFACE OR NON -PAVED AREA e• Nex.� I"'--+T•e"�I r "I"' 1'-0" MAX A: Q 2' _0„ _I RUBBER COATED STEEL eD STEPS CAST IN PLACE 3'-0" MIN 3r PRECAST REINFORCED 1 CONCRETE SECTIONS 12. MIN a ,ti :.:.:,:. a :'.':. _ :."b• .:•' "O" RING SEALS •• 18 MMAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 1ar w.M FROM INLET TO OUTLET 776_� SHALL BE 0.20 FEET. �— •5; �. MIN, DEPTH OF FLOW ELETS ��° VARIES CHANNEL TO BE ,3/4 DIAMETER OF CONTRIBUTING�-- WNWIUT LOCKING ASSEMBLYSEWER' 1 IMOL .r A FILLETED INVERT OR A SM00 '.'a. • • /': 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE BYPASS PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NOT SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". EXTENDED OR NON -EXTENDED BASES. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED INSIDE AND OUT. WATER PROOFING COMPOUND. TYPICAL MANHOLE SECTION TYPICAL METER VAULT (1 1/2" METER) SHOWING BRANCH TIE-IN N.T.S NTS FIG. S-1-A FIG. W-76 TYPICAL SERVICE TAP ABANDONMENT MATCH PROPOSED GRADE PROVIDE BUM RUBBER SEALANT BETWEEN CASTING 24" CAST AND RISER (TYP.) IRON COVER (TYP.) GREASE TRAP 1500 GALLON (2 COMPARTMENT) TANK SANITARY L TEES L)• 44" MIN. ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 6' FROM THE BOTTOM OF THE GREASE TRAP. TANK TAPERS TOP TO BOTTOM AND IS TRAPQOIDM IN CROSS SEC M. TANK IS 5K00 PSI CONCRETE -STEEL REINFORCED (O 28 DAYS) CONCRETE CONFORMS TO Ao 318-16-4.5.1 AND 318-16-4.5.2. ASTM M15 AND A185 -DIMENSION: 151' INTERIOR/ 163' EXTERIOR LENGTH z 72' INTERIOR/ Be EXTERIOR WIDTH FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA 1 WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING C DRIONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. 31 GREASE TRAP SHALL BE PROVIDED Wn GAS -TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD vECIrIGnoNS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH S000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHALL HAVE 2 COATS OF COAL TAR EPDXY. 6) SPECIFIC KAUM DETAIL a CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATERTIGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUTYL RUBBER SEALANT (KEN SEAL /1 OR APPROVED EWNALENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WITH NON -SHRINK GROUT IN CONFORMANCE VATH THE TOWNSHIP STANDARD GREASE TRAP DUAL 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FILLING FOR 24 HRS. TO SOAN, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WITH MASTIC TAPE (KEN SEAL OR APPROVED EOUNALENT) SEALANT. 9) MAXIMUM EARTH COVER"5.0'. Fill LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS NTS FIG. W-66 VARIES BOX TO METER BOX (SEE FIG. W- THRU /W-7E). VARIES 2" COPPER /Z M.J. FITTING 4" DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4• UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONINECTAT MAIN WITH X"x4• TEE, • REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OFTHE RESIRAINED JOINT. USEPIAsDCSHEETINGAS PROTECTION FOR BOLTS. `• USE 2500 Pal. CONCRETE. ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) ACWWA Project Number Building address or number Residential or Non-Residenfial Non -Residential �. Pressure Zone at Project 55 U (Obtained from ACWWA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) Toilet (flush valve) Urinal (wall or stall) Urinal (flush valve) Bidet Shower (single head) Sink (lavatory) Kitchen Sink Utility Sink Dishwasher Bathtub Clothes Washer 4 0 0 35 3 105 16 0 0 35 2 70 2 0 0 2.5 0 0 1.5 2 3 2.2 0 0 4 4 16 2 0 0 8 0 0 6 0 0 Hose Connections (with 50 R of hose) 3/4 in. 12 24 Miscellaneous Bedpan washers Drinking fountains 10 2 0 0 Dental units 2 0 0 Combined Fixture Value 218 Demand(gpm) 62 Pressure Adjustment Factor 0.95 Total Adjusted demand (gpm) 5&.9 Required ACWWA Meter Size LARGE METER SERVICE LINE NTS FIG. W-BC Ila 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX v) O > W • 4 • . ' 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (i) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fie Flow) ENGINEER Kintley-Hom DATE: 12/29/2021 PROJECT NAME: Wawa 1215 Seminole Trail CALC. BY: CBB TYPE OF CONSTRUCTION: WOOD FRAME C-1 Class of Construction Coefficient — F: 1.5 GROUND FLOOR AREA: 6,049 # OF STORIES 1 Total Floor Area — A, (effective area) 6049 FIRE AREA Construction Factor CI - 18 (F) (A)0 5 Ci : 2,000 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 (Worst Case) Occupancy Factor = Oi : 1 EXPOSURE (X) AND COMMUNICATION (P): X)+PI= 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+P6= (X+P)I = 1.0 + E(Xi+P) _ (Max X+PN 1.75) 1.00 (n = NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NFF = (Q (Oi) (X+P)lI NFF = 2,000 Automatic Sprinklers: NO Reduction Factor: 0% % X NFF = 0 TOTAL: 2,000 Required Fire Flow - Rounded: 2,000 gpm Fire Hydrants Required'*: 2 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT SIGNATURE: P.E. * COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A.W.W.A. M-31, I.S.O.'s 19811)CommercialFieRatina Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. 9/94 Form F-9 O Ih N M N Lim�Q z> O (n o 0 O Q U N 0 OU DO DO p a 0 z 0 oLoo o04 Q I I F-�r 0 1w >z- 111111111 D'7 � J o_N W w�U3 Y Y J N 3 O pJ N O(D 0 0 r • { A , •• 1 RYAN PERKINS Lic. No. 046565 IZ/29/2021 ,� ~ (N O U V) IY LiiO O NN Lnn O 00(n Of LC) > m } a � a m DoQ Q T7 oN o Z o w _ CN Z 3 U 1 ¢ N ¢ w J Q W J 0 n/ Z ui 1..� N W W z W W O O •^�' U W V J Q W m J Q SHEET NUMBER CU-502 0 O Q C O C O T W E Y O T ° 0 O 3 O L c 0; y 0 ° 0 Q 0 ° T v >_ Y T a c 0 0 a ° 0 0 c 0 0 0 0 N Lo ° C D z 3 Q .. 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THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. OTHER NOTES: - ALL AREA LIGHTS ON 17 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB - ALL FIXTURE COLORS SUBJECT TO FINAL APPROVAL BY CLIENT GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS LUMINAIRE• LUM NO. ♦ •SUMMARY LABEL MTG. HT. 1 A2 17.5 2 A4 17.5 3 A4 17.5 4 A4 17.5 5 A4 17.5 6 B4 17.5 7 B4 17.5 8 B4 17.5 9 B4 17.5 10 B4 17.5 11 B4 17.5 12 C4 17 13 C4 20 14 C4 17 15 C4 20 16 C4 17 17 C4 20 18 C4 17 19 C4 20 20 C4 17 21 C4 20 22 C4 17 23 C4 20 24 C4 20 25 C4 17 26 C4 20 27 C4 17 28 C4 20 29 C4 17 LUMINAIRE• LUM NO. ♦ •SUMMARY LABEL MTG. HT. 30 C4 20 31 C4 17 32 C4 20 33 C4 17 34 C4 20 35 C4 17 36 D1 9 37 D1 9 38 D1 9 39 D1 9 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 Si 9 47 Si 9 48 S2 8.5 49 S2 8.5 50 W1 15 51 W1 15 52 W1 15 53 W2 8 54 W3 15 55 W3 15 56 W3 15 57 W3 15 58 W3 15 59 W3 15 • • ♦LEVELS -CALCULATED AT GRADE USING LABEL INITIAL LUMEN AVG VALUES MAX MIN AVG/MIN MAX/MIN CANOPY 19.88 29 8 2.49 3.63 DELIVERY 8.66 10.0 7.2 1.20 1.39 ENTRANCES & EXITS 1.61 4.4 0.2 8.05 22.00 PAVED 2.67 10.1 0.4 6.68 25.25 ROW 0.30 0.5 0.0 N.A. N.A. UNDEFINED 0.34 9.2 0.0 N.A. N.A. SCHEDULELUMINAIRE SYMBOL QTY LABEL ARRANGEMENT LUMENS 3000K FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC COLOR 1 A2 BACK -BACK 9761 1.000 1.000 133-1.10-G3 134 268 Cree Lighting ARE-EDG-3M-DA-06-E-UL-BZ-700-30K BRONZE 4 A4 SINGLE 7220 1.000 1.000 B1-U0-G2 134 536 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-BZ-700-30K BRONZE 6 B4 SINGLE 7755 1.000 1.000 B1-U0-G2 134 804 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-30K BRONZE ® 24 C4 SINGLE 10912 0.763 1.000 B3-U0-G1 101 2424 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-525-30K (SPECIAL ORDER) WHITE 10 D1 SINGLE 1652 1.000 1.000 B2-UO-GO 27.2 272 Cree Inc KR6-20L-30K-120V + KR6T-SSGC-FF N/A ®. 2 S1 SINGLE 2659 1.000 1.000 BO-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-30K-2500-CRI85-XX-D ALUMINUM 2 S2 SINGLE 2542 1.000 1.000 BO-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-30K-2500-CRI85-XX-D ALUMINUM ®� 3 W1 SINGLE 4210 0.763 1.000 B1-U0-G1 43 129 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-30K WHITE 1 W2 SINGLE 2105 0.763 1.000 1 B1-U0-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-30K WHITE 6 W3 I SINGLE 12455 0.763 1.000 1 B3-UO-G3 127 762 CREE, INC. I SEC-EDG-3M-DM-12-E-UL-XX-350-30K WHITE :z O M N M N L�Q z� 0 Vo LL1z QO U N :20 U �E 00 p 0 a o - z z DO O � � � z-0w r J_N ou) � 0 z w��3 Y Y J N 3 O � N o00 O r ~ N O 0 V) rl� O � O Ln O 00 H \ Cn > m } C Q 0-) Q m m Q O N \ o z o w _ N z 3 U 1 ¢ v ¢ w (U/l O O U 0 0� Z I11 L.L N W W z W W O O rn� w Ld n/ LL V J G_ Q W m J Q SHEET NUMBER CL-101 m 0 0 To m TO O C O T m E Y O 0 C, O aZ 3 IS D IZ In In U C W N O by Q U C 0 O I T m E Y T C 73 0 0 O TO C O 0 N O 3 0 D J� - N Q y 3 7 0 Z s = 3 J C N E n 0 I � J N Y m m c USO L m m U C, C 6 t a :J o 2 m E n` TO C � m N 0 C O m D W C ,0 T U m n) O n 0 m O n I o 3 V L � U � s O 3 C m `o I `v D u h U r7 C O m W O a J n Y U Y n W LIZ 0 O h C D C n D V U m 0 V C V of T ax V 0 Cr S, U n W E O 0 U Z m m E n ` J W Q C C 11 O VI 0 Z L° = m J U 2 � C n m I W J m � a W 0 C 0 Of N O 5 J C O L `L Y a N m n Z C O N U N m L Y n 5 � 3 0 m s J � - 2n o 0 n E In D 0 0 or EtL QTY LABEL DESCRIPTION L' A 1 A2 ARE-EDG-3M-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) _ 4 A4 ARE-EDG-3MB-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) _ 6 134 ARE-EDG-4MB-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) THE EDGE® Series LED ArWFlood Luminaim Produce Desci Ion THE EDGE• SeriesPssa Ylm, lwa DlMile deaNJn.lts rugged cant aWminlm nouLy Mnlmlm wno toodhi ulremenmmtl futures an lno reswuthEMl MLED dr rcdm armanteMN h q 9L p P g performance aluminum M1eN einW. Vanaus mounting cholm:4dludebbbm. Direct Alm, of Min Long. ty-SideArmildogaidon pag e21 rcwdacaIsafdehna uard APPUm mad mhmn, Pont ng Won,walkxays campuses nrawkrsM1'w, Claim canpWes and Internet natlways Perfor nmSummery Patented Narn ie• Product Technology Assembled in USA 0f U.S. and im,nw pasts CRI, Minimum M CRT CCT: 4000K 1e/-300K1, 5701 5MM m MON Limi1N Womanly': 10 years on Luminaire/I O roan an Colorfast DeLtrGueNe finish w,l:..e ,m.t-Twor.m,ra.....,n,..,m Accessories YboA I Isabm ur flak umawtmmmWewa EA-SENSIREM memar mpkmnMln al Ma pgnmmi4 muse-knl oplvLeminimum alum MnbMWmrMa LLraparN Y�LSXM Ordo"I in Ed ion Fsmok: ME{pO.xM.µl x-EULSV-'ffiI Re, W1W w oht u mum ``I I (Mae Lm GUM (-,of Dlm'A' weent m IZI- M w 211411ne1 al 1xrWWM aAs. (fees l M ill -am" Alba flay M ILt'11®„M almllas 10 IflP1WmM MIm 119y 12 mt•mOmM Ml4lmgl 1< arDmmM MW1111N 16 x41'B11mml of ha I'0.l AAIDI/eA M W M- ew lugs 0 car weipM1t a tlimureiom e mcaper RNun pp& MeunlM" CwM Serra Mae• Cm • (.,In pplma "mlll As as Y submariners L p�1. an "well TypeAN Wan"IY MluYhb M Up., BIM BlanM -..N. Mounow,yawo MMlum MM Mwum den M 1'AYR/ be M -cabin Banta roe aceM1m-Rehrin cML to ante "Al MA,W Y M B11 amn SM,M Ica wmm•tlam.iSNain Two 11 BLS pegym 10 Vnkml N _wasiv l"r tlawnl'gM1t Mryee111 an aeRLS cum Rpwy q Bygd Lryg _ 1 y7JW 9Mr WX µ -4vraW amen wPMlieatianx al a-Of - - aaeX Xnlio•n,leE4mm PML R .P w/Arta[ . No Typll m Min 1a MNY wIMx�O. Yr,Ntl•nnd XpLrllml[Imalmwl rin per PX51 wAaiLmw sac BIS rreadew aN Meant des .&nmrnlimwe.e P Pm,emu 65pl vna...li"M1nm;:�ma rypn Pal_ ran Yy TTypen M.E. cum yygL,r wXPMt cast rywXa MLepuenx -Rapwrespnnoauor -Anilab@winU witageonly NLm�iners tiro exL �mmnn,ig tt nb1 M..1uw�.nl.re .gpM1v4n PML Mr f PIF As M M Y ak n:: A•Rwe 1E.A' mlu:. anal - Ad v e arm -Intemmw,maright lure pin. m'FIpN Ygn Y I.tGnE.T'rm wmnaue -ANSI W eEM addis m.m:carmrwmMawmmmmammpmnannW m C©L n thr creenanlmmm 18001 Cram: menonem-nnaea cam (800)473-1234 THE EDGE- LED Ama/Ftood Luminain, Product Specifications CONSTRUCTION a MATMIAIS • Sim low preada, movarrome windint mqunmenW •wmnaresa ppm,ll memandhig Mtnlntpnl DA and DL tLEOtl PN emend hang momorce M1emsinks • Gana DLm a TieesmmummnbmMunts G mounted mental. Mounting square wit rugged the case aluminum, mounts Go 318 174152mm1 a 2- or centers and secures to poke with Y16-18 UNC bulb spa<etl e 2'151mm centers • Mana SA mounts are rugged diecaAYumimmaMmmMWr @Imm1 to I]75' fbOmml 0. 0. tennna • Includes han/aebris guard • Exlusive Colorfast 0eltaGuai finish batum an E-COM epa pHl with an ultra durable puller mpm pmitBng axe Mresisknmm ex-n.u0ranoke aegnYUon and abmawn. Brack bronze, sika, and white are available W M:See Oimenamnamd Weight Charm Oncaeca1ant22 EUURIGL515Ta InW Miss.,120-27N 0r362-mW, 50/6i)Hx Clam l drMm • Finer FacW..0.9.tNUl d e Taml HarmaNaDM ,,M%atmCmaa • OA m-L mnunk maign.a wimmtePr•lweamMiam.WOHn 1poa with terminal sZps112Ga-2OGa) for easy power hookup • Integer IDkV sumeaaDDreszian P.mecOan smMard • Wnenmde dint fusmg.a skwblowfuseartwe C/AD brcakerNoum be used to addressinrush current • Consult factor 1 'n fuse is required factory g • Ammum MVSo c 15TAi2lualh 50m 0il 30may, 2O LE0 @25a MOmAI and 40 BO LED: U15mA; 100-160 LED: A3OrM MULATM2Y6WWMM1y0WLLIFIGTI0H5 • NLua Llabd • • Fncloau5.t-fmwa lamt'Om mraktllP66 vIEC dN29 whin omerta Mtraut POr Ro p put m • Cmult for Cad produces • rdaaWANSI C o6.31-MmMadgeand orecpas5 vibm[on Mnd.Nswenmmdwhq G.nd DL mannW • ANSI C13a21mVdouble pO ion, tested In accordance with UMBILICAL MITI • Monte PLC Port 15. subpart B. C nA umlto He conducted and redkmd emissions • WminaMwd MWhendumnmtureamMlhsknd5,0ahound eW tMambienttapingcanalcmmdOned In ASIMSmndaMB117 • OLD quatrc with wI SKBe.%krto enadd/wwaaet mhW ow-nh/car mOM<,.rent lnrormmN • Mee6 R:ry Ame an regain within ARM • A uvs Z aMB wAvly, Wnm.m Rep,MaclNe ww.pdsnm. AT, O gMin om 1a01236-IBOO Omni rnN ombo-mnam.mm (8001473-1231 11 REDL�EDNARD ASSOC 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 1 redleonard.com CREE = LIGHTING I�II>sl�l�l�i�i�i3■ II�III�I�iI>■ill*d>•i�il■i� Ilfsllislll�l�l�■i�i�i�■ II�I�II�II�II�I�I�I� IISII�III�IIi,I'tata■iI'd�©® II�III>•®I�I�I�I�I IIISIi7®II®I�iI�■ia■i IIIS©®®®®®® I�II'I�I�I�i�ta:■i�i9■ J.Im 1 tsam Ram•arum,Mmreryx,mwapeuyur.en,amvsar+a' THE EOBE• Benin AmbkM Yjuekd Ismen Meinbnmm' AntieN AFI 2SKm Repine LNF NKhr Race LNF ISBN EWm WF IWKhr Endntlaf WF course 1. im fare pre leba'Fl LET Ica AIB an nth 16Cm•q In sour Aw ant rob My an 'N 1.a, a.. AN an ant a'C m'FI 1.N a.n aN o.n a9Y .m,wtfmrm•uO wine•pal...wtmmmn-e.t.nkr..rmwm.m..kw.mm� caw win romw mbm„m fu®,wmun nre,maa,mpdpmna.uen el�nlwrnprm mnhwemm�auvbvanae ...m.a.nlistax afima"mawximmix.a,aea.ow-k or-. CREE = LIGHTING QTY LABEL DESCRIPTION 24 C4 CAN-3D4-SL-RD-06-E-UL-XX-525-30K(SPECIAL ORDER) 304 SeriesTM LED Recessed Canopy Luminaim Product Description Luminaire housing is constructed from rugged die cast aluminum components MS Mount)or die cast and extruded aluminum <am enema RD Nautili. Lm dinner is mounted In a totaled waatheni96f center chamber that allowe for access"in below the fixture. Lumimires mounts tln mthe tam dock and secured in place with tln Cast trim Irma Lumnan W p P housing I, causing wth kopy its . uimomgasket Ihat n siprndadable skincasealbetween loin nacre ids panels. canopydHe Suitable for use Inaugkor mxim01e 0,ncanopies Withlady 1406 Appmmlwdepanels Designed He M1922gauge (maximum 0e60' nB.mindkkmasl mat 9nuwu: Pxrelmm stations, umnOera stool dtlw-dery links and restaannm recall eM 9-wry Perfr mSummRry Patented Nanom it Product Techmlon { Assembled In me USA Or U.S. and Impanel wr e Mis Minimum 70 CRT Cm:ONK 1•%30010, 5MK I* 500M standard Limited WamnM: Dominant an lumimirGnOYears on Colorfast Delve8i finia , so. 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M�tmnW cawlip w wwy w W Wr.Alma,wnllnneunlfnma.,ko,mnm,.nplmall.a.,.nwLmtlm CREE pllam: wvnou[gn/m,aN T 8001 UB-1234 F(800)WO-7W7 QTY LABEL DESCRIPTION g 10 D1 KRS-20L-30K-120V + KRST-SSGC-FF Fiwr KR Series KR6TM LED Specification Dw Ught - Round 6' P.dum Description 71 mom LEDs etllicalion tloenli a katures Cl,Tm°NTika Txnncu and de0mm beauNu P 9 w Afar-quaWy light myth sh... y W to 76 Tom... purwatl. naaigned flu m-nestruncV, applicatbna, tM1 KFI Series is available -In a Varietyf CLAY, temperatures, round and I- with hi h- ualil 9 i 9 Y an d. 1 reflector finishes. YDimming ompary access ue tl arm[ dimming 1a 7W Demand S o can incandescent nt sou n -n am tightnn oP 9 9 9 9 o1WY P transitions Ica DWNm1mOHas naNnllyasa nontlawaMmurm. Peri r nm Summary admis Crop Theftifters Technology InMI Oate Wxw, 700-5,3110 nrMw;p Nd[union OmWt Is [shod Man used a S W once reflector Input r:l3-87 unlit Emagenry Fanmmmm, Up to 1.210 Lumen W: lam Minimum a Mn W. CRI: W CCT, 27MK SONY 3500K. 4000K, 5=K Contnk,Trine Dimming to 5%, hitINDimming To M%,antl Wuon EmSys[pm° pmmingta I% UmK MmW: 10 years on KR6^' Wmimi,M year onaumwie Umite MMMEmeryengB kUpiffli OeM l Year BaneryBark URTest,gJarly in accordance was lout xtles ss nr,mnas At ft RWimtaOm BYeMCMIMN,pw 6mY,MXFgY Mn TiY �Omlatlnrin6aq® MrO -DMmNraatl VI �W W� Irc,v,nnl Itvmmxt9nmlc.mmnx - un nRYlmc-1 lennems RBIOIC-1 TA M Pdrx M'N10mm1x1-1TmmM ImfiA .t?UsmMmmM CIa,...l6.n-w'nbrry:rgnm,.nnl,.a mmn.non veTwbmr CN ng Imdrmanpn Fully aswmI Wm,, msmm of Compensate tMt must N amnmsgank¢: Fumnle. Nrdm: XRd-ML.aK-1aV-1 AY•YnW:KR6i-SanL.FF Reflxbr INwmin9 nNw M MYm Mpva W yl Serlae IIMMprfMYh Fk,ge FFIN Oplb,n -..,.,.Yxl......a". pmnmaxmnenana bynmMm YNEmnakx, seer WF MT&Pent wor MYVYa rant �t Q a - IF 91tl \a a mama nm1� to1111�� [:]! •amnlal a21 1 r i deI f5 6]LI 1'♦ Wnm Pxbex ache eGT Voles, ednlnh apX lanx xnwlnr-wres"ahn°°°•act w' Lumina-L WV ZImN IcaVtlw ntlacewhimalle a Lonb Oa Wmenx-61 Leff Anpm aK 7n'Mm AM-1W nmminp 'Reform Taxis tow mmrmamMewhmanm Oa Lumere-VI ula Waed ady relllg Em.I-exlIkonre, W Lunee-mLLW 4 m `aKN ppin ddt. w. s,3Wllmas-f111w' mr. oillaos1ow,naaL nva lammbML led m-xe mM analkDeff TECHNOLOGY "M ®© ® E�`D� CREE LIGHTING D n US, e T 1001236- 00 C-dm T(NO1473-1234 KR6TM LED Specification Do Ught - Round 6' Product Specifications CREETRUEWHITE TECHNOLOGY Aniston ixM1nologyY W1 9 Ili M1 9uaa,wXUgpervP pat ra pp xhthYtlebmrsan vdsiwmndwfond rxmntwMng high Wmisoun s X'mq-aftde lmtltlaon9RmbrbmWekMnM.mxaie ca1w7RngMONs MATmML • Lwiu h.d.duE.xd SWnmusmo-fimm Ana 0.0tl'nmml thick Gatineau Ses Gle-Cius end mnstandusxO-Ibye • StageSees Glnx LkarlinisM1, standard • Y151mm1ck-age mmad made mmoaek eu•kndaa within V6mm1 Mick aaiwgs ma pmaiee IleiibilAyin mounting within and • PmVidea with quick mounting bracken for<ptlanaLmrning channek • Lightengina shim, and drn raw sibblmm M• miUng ELEC77tlCY5YRIEM . pewrhebn.A9 ,Vantl SIN • Total HarmanleOWoMMnnbnn 20%e1 NO Wad • Input Power: 120,27N, orMN 5D/W r Operatingempemtum hEe:maid -s Dic 1U°F-•1W°F1;minimum speralingtempe:arurt &1 LO.15 ni50'L 13PR • 1w5mmCumM, 9Ls 13U 0.15mA; ZIL-IOL:2.2mA; mL:0.11mA ownu • FermndaNmmml.X .g nMm mmrol-ilWiarycMn On page4 • Treacdimmingm5% • CaMinuous dimming m IMWI 0.1 By Be CoMml prdxol • 1NBmm WmrR 9L a 13L 015mA 20LQL bleak • For use Win Cbss 2 dimming sysbmsoney • UwmblgMing wn"W"h mu Lmnneccon prmntroW Wended fir um with LED flxlums • When EcoSYalem•DmMne mlw • RekmmM1tm//mM.,,d,c Indmr/nw Mmrlbn tlmHis oMsl or "c"TeENnomda carrtm rearwi mp no mn mkmandmdno BmuuTom a YOMMTMY aMLl9ptl10xs • cULuG Dstea • Suitable car tbru-wiringw lUM-"'C • Sulmblemrdamp Wraaolla • D gnedbrindwruwonm • TMrmallypmtacma Type NON Cine=d.nuw hMtlde410ofuse NECand UL159e • Rmulmminknum9D'Ceuppewndumm • Mask FCC Part 15, Subwn B, Chains A times car wMuckd mad ndiaktl Mwwa • EmngyStar•<vrUFlatl with eM1e eaceptiona1all 13L and 50NCLT.PWw fiGum far, ti information exmrez/resu smrmoN cumne lnlormation • Ralptco am. Consult Damon for additional decade •-YRESIOENR WYNIM: Gncerantl RepmauctivelWm- mxrua5wam nae_gw LE,- - gnmx.¢a, T(800)n6-6BBU canam�rreeuomno-<anma cam TImo16T}12]6 KR Series Ambient Aajuxled Lumen Maintenance Initial 15NM1r SUKbr -IT IWKM n aal MnNcm CekeM WF Face Rom teT EsemYW Ebir-I WF WF 4F LIEF saf tY teas IAN 1. 1. are A tin Ica 1. 1n la 141•H A tY tin Ica tin tin mLmL nY 1M ILa 1JI0 tin x-Il 1. tID As had tin two A 1. tID IID 10 In Bonn A III3 t.n IR last 1. MLmL 1. 1m an ail An 4LA lox 1. 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CREEil LIGHTING QTY LABEL DESCRIPTION L IIIq�'+I E 2 S1 FCWS7170-XXX-35K-2500-CR165-XX-D I � I Date: Appravetl: type: LIGHTInci Fixture: 7 Proem: 1 1 FCWS7170 FCWS7170 EMerbr OecorfiN .,e an lP65mmtl AOAcwn Name mY , to mural P fixture that has an impact resistant lens and face options to meet the design � re uiremersOf your building.. $"4flm • 1 fen hs/dim gt mwimw[UINMI Weigh haNa facture: 24" RX725- W It 4" D 9.251bs marine grade, corrosion resimaM, heavy gauge high preswre dl0 C8mmIRdllUOf Impact resistant, UV stabilized, opal, pAlycamonate diffuser mounts directly US Standard junction back, masonry applications lm bw(4)0250 x0.75"aEWR with lead mpwm (fasteners not included, j-Wx by omen) F65:IIIdump, or wet locations with PVC closed cell foam galwl band OutLmldamirob six stage droll Ol Iron ph0aphete suemmle prbVBdmond VO well W aWK polyester pmxW cam 27MK 3001 350CK and( IBM moun�' angina pmWcUm Mid mbar lamPealade k]M output 12DO Ica 118100m 125001m 138001m 15100ion 1 Di Ica lifetime >70,000houp/1.70orbelter color consistelm 38Mp Ncddsm Bspm/shadw&CR285 I op0mek0I290CR te11gwatmm oO Mft-13eFb1M•F(-M'Cb40°0I SWLV:-13'Fb104'F(-M%ID4VO I Sb=-VFtDlMFHMID8g•0 pnpllan lladpi78h/a 73°C0A25°C amrmw 1 5 year speed wam*Refer to webeeafor 0mmq 1 1 CR ammb PU lour pro pi 4" mmpadnuMacem apinitlW pemP brindle) ballad I baton fkm a alN l ,UL listed battles"dud h1011IYtlhgE Ilnhrerust 120-277VAC I optional: 347VAC gnagrag Integral Cities 11,elecnonic, high power factor x 94%0120V ETIAcETI-Ustai CECTOIB 24 JAB Wmpliem(DIRy 90CRI minplim), ADA CDmpiM DIE 1590/GSA C22.2 No. 2fA.0-Class 11/IES IM-79/lot-80 polar apply certifications standards power Co.. mpltan dimming interface ]8W 401M-27N O1 mum) sbedMtl:0-1Off I1%)I opdod ELV(120V Bnyy="mote mlyyDMJ gpegmp OVN DIwL811ersM ,IammMlladLmYeymmmrAmlPWe Rrlead 00rmnmdanaaflNPmwdYlwivbnmrk %Vt d"aalbh VWm A Specification Sheet u GHTynG aUSCommeOW Lighting Mmufaatumr Sinmlge QIt F� JS Rw.mNMZ01e PM=ro MTME BOURCE/IEMPERANRE/LED WMEN9 CRT RUSH OMONS L ACCEGBMIM Rain IIKV UWlMVN Up 27K 1mDLumens(IOwD CS 85CRI RIB UK Black m P1WDImg(1%) mir UM34N Pnag•Nl 3K 18ca Lumens pSWl Cfl855mndar0 m Bmnee FIM EIVOimming'(1221ym1y) 35K 25WLumem(21W) CRI90 90CRI CC Custom Cola DMX• DMx Dimming'(mmgmp 41K 38m Lumms(31W) SL 311ver UW GUDinarger(mmOreq S1ODLumens(40WI WR White NO Beery Mdmp(mmota omy) as- turner,(79W) G Bushed Aluminum consult balmily formed Mae CvnlaG tofI sh NamLC-0soaraemlmns MYw FBCa vpvnv eYY/biBWhd-see care optronamdvnemwm pegeMreh J A FdeeA (See raCCM C6RICI5tl.VR pe,Q¢J I NceB peamcesedlmexonsupony a Face D(San homai dimamBae papa) Lea11r[nc sUSCommem UgHng Mwn duw Skmel9 QTY LABEL DESCRIPTION d g 2 S2 FCWS71GS-)XX-35K-2500-CRIBS-XX-D LIG HTIFIG FCWS7188 Date: APpmved: ryoa: FlXmre: Proem: I FL"IdE]16B Faador OecarlLVMre w En IP65 mtml, PDA Compliant, may to maintain fMlure that has an impactm*W lens and faceoptions In meet the tlagn requirements cartoon bulltlinp. 101,111 Ierlpthe/ mmbm br l&B'Hx7M'Wx4'D wa1ght 7S be 1101®IDD nY.Y..r.YR.alOaae.mlrmlunr®Nmm. hM gauge hlpb preallre tlk petelmYMm .rs,.,.,mdstaM,Wdebelezed, mal.poleandrnamdiflecor mmnm syntax to Standard Anclion box; masonry spoil cations lm box (4) D.n"x 0.75' mmNwm bad Melva Daseners as madded.[ -box by omere) IP65: dr , damp, w cat lmations with WC closed mil foam ga$WtDnW Outmn181niIMnm lox stage chain Hall eon O"hate mbar pm-Aammem prdceawih INstable, pohoOrpowder cost lea IDgrW prDYCeDII Minh Color Umperstm 2=K 3000K min 40m1L lumen output lifetime Color consiMm" temperature junction 2empaahlm seem* Im en I Imp I Men I mmM I asions > 70,000 hours I LM or better 38T0MacAdam Ellipm/MnMda CRI>m I opimin:W2mm apwatlng:-I TT to 1BIT (-21140°O l ctp -l3i INT(-25Cbmal) l SbW-4D°Fill 1M(-4m W8m ]3°CNP25°C STRAIT ... W wMrHM fmmr to 6v Eb far details Inlet Bmtage power supply certifications Unionist 1ed-277AAC I Options 347VAC(into") In"I(gm It, Neaanlc, nigh power faults> 94%912V ENCER Uftd, CEO Me 24 JAB CM"Wt(mdy 900E MpliKMCMOW apMBrrLs IIL159B/l5A fT12 fh 2S0A-WNI/Ica IIFR/IMBO parer cw mpom 4a012w-217V gnddmum) eneeYg iowbn rueD-IN psi l wp ByamynyypkupmMleMllyy➢w gmbm-0 ©QUICK SHIP PRODUCT rose MggAarg, Com DemaadlamedRepmledmtlYPWenlems,spN:nwanneure duNeSm dMpalBMdlala rC Loft. rif eMpakbbettlemYmmeebWYMMwtmBa, Pl00aN led m Wn minMbMUgMAgtermsaWwnditm . IVq US Conemamial Lighting Manufacturer Since less SpwN alm Stleet O FC Lighting, Inc. 3609 Swenson aw- m.ctmdas 11-m1741 fdlgnng.Wm I M.M.lM KW Rex o7zle gam begaguE TEMP ME mm me Rm1I OP110n88 ACCESSNIm wav9w tow MN1gAL r ant too Mmmpsm as as a BrA m 0,10vomm",1 ame ar ifto n 1800lumms114N9 Qa WW u Bna Eam E1v Dimming 1120of only) aK Am 1'...11W0 re OobnW DMII DMt0mm1m1 (mmVemM 4K Good forms13M1 a 9.W DNI seal o,mmiMlwlllmM 6200lumansl49AT wX MM ma mmry Bx'apjaMMaw Y BINLgmMue 'mNWArb)'bemlr DFACEINCLUOED OPTIONAL FACES MEN 1I1 ICI aaaaaa. - III Consult Factory for other options and mOprafi a Tofrafreis, mmNe pmpw umngulslms im fourllweng speuRSlmis scowl usdireruly shot HE Gem vpllpbID rxwrensnnmwremnawm cal ambelMNdmla�nwmw.momengnaees.mpleammmomponana CK SHIP PRODUCT tail /mig00ng.Com © QUI k.mum.m.dardrp.1.L.aaromamnnma.apo-:,hmim,.mnwhlmtmdma.wlMNam,..a Lgkwap,.n.®unnpmmamnA.LebW aammm.arsu.wu,ammAa., NMam Ica N W®yBNmnl m iC IiAhtin9 tpmis am mntliMn. Specification Sheet yq US CN v Mdm LlgMing MEnm urer Si1Im 1M SpeeNication Sheet JS Rw, OIIuMe O PC Lighting, Ica. SUCH)svrenson eve • M. matlea it • Sol ]4 I Idghtlnp.com 800,800.1130 KW Rev. 072319 ANY SITE PLAN(S), FLOOR PLAN(5), REIII NGIS), LIGHTING LAYOUTIS) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUTACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED PRODUCED IN THESE RECREATIONS THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDINGS SURROUNDING AREA FOR PRODUCTS SUCH AS EXISnNG POI ANCHOR BI BASES ARCHITECTURAL AND SIGNAGE STRUCTURES LANDSCAPING PLAN(S), LIGHTING PLAN(5), FIXTURE SELECTION(S) AND PLACEMENT, MATERIALIS), COLOR ACCURACY, TEXTURES), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC. D06 NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE DURING OR AT THE CONCLUSION OF THE PUBLISHED WORK. TH E CUSTOMER ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSONS) IN MEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT UNITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENTIS) OR PRCJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DMWIW(S), OR PROJECT(S) IS NOTTO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOLFr WRIrTEN AUTHORIZATION FROM JAYME J. LEONARD 15 STRICTLY PROHIBRED. PROJECT NAME. WAWA ALBEMARLE COUNTY, VA DRAWING NUMBER: awa RL-7277-S 1-R5 W Q 0 (n z O > W OIz O Ih N Ih N LU Q Z O (n 6 W Z H 0 Q OJ U N 0 O U C")X O U a Iz O DO O � Q I I � 'at- Z- O } W Off GO J C) CO W Y WU03 - Q Y J N CIO N J 3: O (D r z M :E 11 ~ N O U V) of 75 O In O 00 Of D-) (n > Mm } a Q0-) a m Q out o z o w _ N C7 z 3 1 ¢ N ¢ w Ul O O U U J Z w N W W z w � dew z O O U W J Q W M J Q SHEET NUMBER C L-501 C } m m N O_ U W N Yi Q Q Q T) C O C O = 7 T m QTY LABEL BESCRIPTION a _ Y 3 WT SEC-EDG-3M-WM-04-E-UL-XX-350-57K 0 Ilk 1 W2 SEC-EDG-3M-WM-02-E-UL-XX-360-57K _ B W3 SEC-EDG-3M-DM-12-E-UL-XX-360-67K Tn Z O O 'O > L W 3 01 LIZ IZ N U C y N O O O N Z Q U C Cree Edge® Series o O LEG Security Wall Pack Luminaire N _ _ Rr prY: Ve rVl9/x019. TProduct Oescriptlon N v Me Crew Edgee watt mount Wmlmlre has a slim, arrr stable defier. The Wmirelre end owsare U Q InstalmentInstalmenttugged the o al aluminumwith IntegralweathedlgM LEDdderdompadments and mgh Z > pedd:mance aluminum heatainks speeacaeydiii mrLED apPllwtions. Nedcin9 is rd9gea — Y aluminum. Includesa lightweight mounting boa tarinslallation war Wnda:a and mud ring single gang _ T l-Bmes. Secures lowalleith four 3/I6" 15mm1 screws Ibyothenl. C Nuit enlryfmm lop, bottom, -, (n Q L sidesand mar. Allows, mounting for uptight or downi Cesigledmll appeared! bonds, _ O WZ throughmismag. Includes Leaf/debris guard. I— O =O AppOouaro:Genaral area and...ally lighting Q C) N Da O 00 OPrforanceSuaOIX nPatentetl NaDPmtict iechnp D QZU Assembled in the USA 0 U.S. and imported perm O 1Aa• CBI: Minimum NCRI Mflbbebd zO L O D CCT:l000K Id-300KI, 500KR/-5DI KI slardeM �\ zQ Lo x oLimiuwer ari la seem on leminai a/loyean an Catamount Delmouartlennish Z � .._,.w..mwdw.m. 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CIameA Umhs forconducletl and ntlgktl = misems y OC Enplc �nnbtllPdd per lEC 60529 wfianoNantl MMwt Pon PML N on • ANSI C1ad.21akVaude Emission, tested In accordance with IEEE/ANSI b2.61.2 04 • Wminartand ntsaitoll=Mom Asbnneemnd5,00DM1dunW N u eMete]amb thou trogrondlllamradMned In A51N 5mndaMB11] 'L DW yumlxsewimral.nsku. aro he v mmaa/www.aeNgnSgnm.pbyaesnmror moM<mrent inrobnaam L m • Meem aryAmerdnb ulnmenmw Mn ARM j •n wlm..neltm,mmlmlmm- N O N C ]5'cT'grauvnMow:asre.mwmd-em Nex.bee,axeadwpmed terse ace. Pow ax..mne e.r==.^z—fi,,me.. e,,—exr—r>.eexeg eex—rx ` mw«eNwrtpmeaaLmossewenlm xwe m:an aunnm mn•n es N w�m.wweaan wow and wpw•npm• danesw lout a lNw aswrasw N rated -� J ✓� a ~ C W p v O O Z C N L YL M001336-MS CR E E= LIGHTING Z ee U Caeadm NNhMnsunaMmn MONi]a.,231 N v O c to v I v J � C S W ANYSRE PLANS FLOOR PLANS RENDERINGS LIGHTING LAYOUT(S) SAND PHOTOMETRIC PLANS INCLUDING BUT NOT LIMBED TO ANY PROJECTS CREATED RODUCED BY RED LLONARD ASSOCIATES INC. ARE ONLY INTENDED o l). I). Ib ttl I) 11 /P PROJECT NAME. ^ ' FORILLUSTIiATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHr TO USE THIRD PARTY LASERS,SCANNERS, ANDCAMERAS BUrARUAL PROIER CONDmONs, DIMENSIONS, ANDACCURACYOF WAWA ` V R E D L E O N A R D MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARDASSOCIATES INC. ASSUMES NOLIABILITY FOR WHAT ISCREATED/PRODUCEDINTHESE RECREATIONS. THIS INCLUDES BUT ISNOT LIMITED TOTHE USE OF, INSTALLATION OFAND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCTIS) SUCH AS EXISTING POLEIS), ANCHOR BOLT(S), BASE(S), ARCHITECTURALAND SIGNAGE STRUCTURE(S), LANDSCAPING L O O \ ASSOCIATES PLAN(S),LIGHTINGPIAN(S),FIXTURESELECTION(S)ANDPLACEMENT,MATERIAL(S),COLORACCURAC/,TEXTURE(S),ANDANYTHINGATTRIBUTEDTOPHOTOREALISMTHATISCREATED.FURTHERMORE, REDLEONARDASSOCIATES ALBEMARLE COUNTY VA INC., DOES NOT ASSUME LIABIUTY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR ATTHE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER I `J Y 0 PERSON(S)INVIEWING OFTHIS PRODUCT ISRESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITEDTOALL CODES, PERMITS, RESTRICTIONS,INSrRUCTIONS,PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED wciS uj DRAWING NUMBER. v 1340 Kemper Meadow Dr, Forest Park, OH 45240 WITHIN THIS DOCUMENT(S)OR PROJECT(S). SYMBOLS ARE NOT DRAWN TOSCALE SIZE IS FOR CLARITY PURPOSES ONLY. SIZESAND DIMENSIONSARE APPROXIMATE, ACTUAL MEASUREMENTS MAYVARY. DRAWINGSARE NOT waoU f = 513574-95001 redleonard.com INTENDEDFOR ENGINEERING ORCONSTRUCTION USE.THIS DOCUMENT,ANYRED LEONARD DRAWING(SL OR PROJECT(S) ISNOTTOBE USED AND/OR INTENDED FOR ENGINEERING ORCONSTRUCTION PURPOSES, BUT FOR RL-7277-S1-R5 s • • z O ILLUSTRATIVE PURPOSES DNLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHEA ARTICLES PRODUCED BY RED LEONARD WITHOUr WRITTEN AITTHORIZATION FROM JAYME J. LEONARD E STRICTLY PROHIRRED. 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RIVER ROCK, TYP Wp wa 2.CRES W50-FB-VA 6,049 SF FFE: 457.05 48 WAWA SPACES W 11Q�SQFT / \ PLANED AR 0\� \ \ I 3 87 SOFT =D AREA I \ / 14 � \c D \ \ 298 SOFT \ PLANTED AREA �G IG IN 20 775 SOFT PLANTED AREA MULCH ENTIRE BED, TYP. PLANT BED EDGE, TYP. PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS AR 5 Acer rubrum 'October Glory' October Glory Red Maple B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GB 7 Ginkgo biloba 'Princeton Sentry' Princeton Sentry Maidenhair Tree B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GS 2 Gleditsia triacanthos inermis'Shademaster' Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QR 6 Quercus rubra Red Oak B & B 2.5" CAL. MIN. Strong Central Leader, Matched. ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS LI 4 1 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Multi -Trunk B & B 8' HT. MIN Strong Central Leader, Matched. PY 15 1 Prunus x yedoensis Yoshino Cherry B & B 2.5" CAL. MIN. Strong Central Leader, Matched. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS IX 11 Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holly B & B 8- HT. MIN Full To Base, Dense. TO 13 Thuja occidentalis'Smaragd' Emerald Green Arborvitae B & B 8- HT. MIN Full To Base, Dense. SHRUBS QTY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS AX 9 Abelia x grandiflora 'Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Ground, Dense. CS 35 Cornus stolonifera'SMNCSBD' TM Arctic Fire Yellow Dogwood Cont. 24" HT MIN. Full To Ground, Dense. IC 37 Ilex cornuta 'Burfordii Nana Dwarf Burford Holly CONT. 24" HT MIN. Full To Ground, Dense. IG 46 Ilex glabra Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 26 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Ground, Dense. IT 20 Itea virginica 'Sprich' TM Little Henry Sweetspire CONT. 24" HT MIN. Full To Ground, Dense. PL 46 Prunus Iaurocerasus'Schipkaensis' Schipka English Laurel CONT. 24" HT MIN. Full To Ground, Dense. RC 22 Rhododendron catawbiense Catawba Rhododendron CONT. 24" HT MIN. Full To Ground, Dense. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS CXA 29 Calamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #1 30" O.C. HXS 109 Hemerocallis x'Stella de Oro' Stella de Oro Daylily #1 24" O.C. HCC 367 Hypericum calycinum Creeping St. John's Wort #1 18" O.C. JHC 304 Juniperus horizontalis Creeping Juniper #1 30" O.C. LSV 385 Liriope spicata 'Variagata' Creeping Lilyturf #1 18" O.C. PVH 69 Panicum virgatum 'Heavy Metal' Heavy Metal Switch Grass #1 36" O.C. PAH 125 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass #1 30" O.C. SSL 56 1 Schizachyrium scoparium Little Bluestem #1 30" O.C. • __GHt-1C!�SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCELZONED: C-W0 COMMERCIAL 2B0 95� PARCEL USE: CONVALESCENT HOSPITAL kti SITE LIGHTING, TYP. 47 SOFT ' !KEED AREA FENCE MEANDERS ALONG P/L 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 � 1I `EXISTING TREES TO REMAIN, TYP. TREE PROTECTIO\ \ FENCING, TYP. SEE SHEET \ JA-ZA IMITED PART D.B. 1134 PG. D.B. 77 G. 401 PARCEL ID: 0 0-( ZONED: C-1 C-Q PARCEL USE: VACANT C GENERALNOTES 1. SOD ALL AREAS WITHIN WAWA PROPERTY LIMITS THAT ARE NOT COVERED WITH MULCHED PLANT BEDS, STONE MULCH, BUILDINGS, HARDSCAPE, PAVEMENT, OR OTHERWISE NOTED. 2. SEED WITH PERMANENT LAWN GRASS ALL AREAS WITHIN THE RIGHT OF WAY'S WHICH ARE NOT OTHERWISE COVERED WITH PLANTING BEDS, PAVEMENT,BUILDINGS, OR HARDSCAPE, PER THE SEEDING SPECIFICATIONS ON SHEET CP-501. 3. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY INSTALLING TREE PROTECTIVE FENCING PER THE PROJECT PLANS AND SPECIFICATIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN IRRIGATION PLAN AND INSTALLATION OF THE IRRIGATION SYSTEM. SEE SHEET CP-501 FOR GENERAL LANDSCAPE NOTES, PARAGRAPH R. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS. GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. WAWA ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT & SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Greenbriar Drive) 6.8 Large Deciduous Tree (1 per 50 LF) 6 Large Deciduous Tree 68.0 Medium Shrubs (1 per 5 LF) 80 Medium Shrubs 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE 10 340 STREET TREE (2.5" CAL.) /50' W/ INTERSPERSED ORNAMENTALS (8' HT.)& SHRUBS/5'. N/A Ornamental Tree (Interspersed) 6 Ornamental Trees West Property Line (Semonile Trail) 4.7 Large Deciduous Tree (1 per 35 LF) 2 Large Deciduous Tree" 10' LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE STREET TREE (3.5" CAL.) 35' OC W/ INTERSPERSED 10 165 33.0 Medium Shrubs (1 per 5 LF) 61 Medium Shrubs N/A Ornamental Tree (Interspersed) 4 Ornamental Trees' ORNAMENTALS (8' HT.) & SHRUBS 5OC. South Property Lines (Along Adjacent Property) N/A WA N/A N/A N/A N/A INTERIOR -NO SETBACK- LIKE ZONING. East Property Lines (Along Adjacent Property) N/A N/A N/A N/A N/A N/A INTERIOR - NO SETBACK- LIKE ZONING. LANDSCAPE REQUIREMENTS ALONG ROUTE 29 AND GREENBRIER DRIVE HAVE BEEN ADJUSTED ACCORDING TO COMMENTS FROM THE ARCHITECTURE REVIEW BOARD. WAWA PARKING LOT LANDSCAPE REQUIREMENT -SEC. 32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY Required SF Required Trees Calu/ation Provided u 5 /o of parking paved area. 1 Tree for every 10 parking 53,801.73 SF x .05 = 2,609.09 SF 2970 SF spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required 10% 9,845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree CanopyBreakdom) 10,124 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage C Provided 5 Acer rubrum'October Glory' 2.5" Cal. Min. 452 SF 2,260 SF 2 Gleditsia triacanthos inermis Shademaster 2.5" Cal. Min. 481 SF 962 SF 4 Quercus rubra 2.5" Cal. Min. 424 SF 1,696 SF 8 Quercus x warei'Long' TM 2.5" Cal. Min. 464 SF 3,712 SF 5 Lagerstroemia indica x fauriei 'Natchez' 8' Ht. Min. 77 SF 385 SF 5 Prunus x yedoensis 8' Ht. Min. 99 SF 495 SF 11 Ilex x "Nellie R. Stevens' 8' Ht. Min. 44 SF 484 SF 13 Thuja occidentalis 'Smaragd' 8' Ht. Min. 10 SF 130 SF Total: 10,124 SF GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' 0 M N M N LZQ z> 0 Vo LLI,7 0 Q U= N OU m00 GO E p U a O z DO O � Z-ow J U1 00 � _ 0 W Y W03 Y J N 3 Op N J O(D 0 0 BBIE D. ROACH Lic. No. 1870 �2/29/202� Z ~ N O Q Ld O O Ln 000 D_ LC)Q H \ O > 07 } a- O-) Q m m a O N \ o Z o w CN CD Z ¢ 1 ¢ v w Z J r� V Z_ Z Q J Z LU i C N W W z W W O O i�� Ld w n/ LL_ V J 0_ Q W m J Q SHEET NUMBER CP-101 C N W 0 U 0 N a a 0 C O I v E Y 0 T a 0 0 r 3 0 N ti c 0 a v 0 `o T 0 0 0 0 0 O O N 3 Lo v i J O Q C ,J � 3 Z z z 5 Q 3 J Z � 5 E n � 0 m r N 0 0 m v C U O o Q J a 0 a EL C n � C � O L `o � 0 c o N 0 � n o � a I m 3 S D U J s O 3 '0 v n h � � C o > N :J n I ; :J n Y o Y N N E o Lo c n � o C J c N — a N N v L> m L n ^� E w U O � C E n J +� Q C_ � C � o z o z_ — C Z N J N Z L U B n a`, I m i � a N C o °' m J � U 00 Y Y a C O N U L 5 n 5 � 3 O N s J � _ rn E ° n E m � 0 p o 0 r WAWA STANDARD LANDSCAPING SPECIFICATIONS: 1. ALL TOPSOIL SHALL BE A MINIMUM 4" IN ALL SOD AREAS AND 10" - 12" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 7. MULCH BEDS ARE TO BE DELINEATED WITH HAND OR MACHINE DUG SHOVEL EDGING. 8. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. 9. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 10. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 11. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF NURSERYMEN" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. 12. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (2') INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE MATERIALS. 13. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. 14. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO THE TANK MAT SHALL BE MULCHED WITH 1 "-3" "RIVER STONE" MULCH TO AT LEAST TO A DISTANCE OF 6'FROM THE TANK MAT AND VENT STACK. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER. 15. SEEDBED PREPARATION A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. D. UNLESS REQUIRED FOR PARTICULAR BMP AREAS, ALL TURF ON WAWA LEASED PREMISES IS TO BE SOD. WHEN REQUIRED FOR BMP'S, SEED MIX IS TO MEET LOCAL REQUIREMENTS. SOD SHALL BE TURF TYPE TALL FESCUE AND INSTALLED ON A MINIMUM OF 4" OF TOPSOIL. 16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL COMPLETENESS. GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS. PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PREVAILING WIND 1 unu nnnn,nn"� ro mn�n DECIDUOUS TREE PLANTING NOT TO SCALE ADER JRSERY STAKE SIVE RUBBER TIES WO INCH TREE STAKES. AWAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ALL BE PAINTED BLACK PRIOR ATION. 1ULCHING, LIGHTLY TAMP SOIL iE ROOT BALL IN 6" LIFTS TO E. DO NOT OVER -COMPACT. PLANTING HOLE HAS BEEN SOIL. TURN THE SOIL TO )MPACTION TO THE AREA AND WIN. F MULCH. TOP OF ROOT BALL SHALL NOT SHED GRADE. TING SOIL. RIFY SIDES OF PLANTING PIT OF ROOT BALL SHALL BE FLUSH WITH SHED GRADE. TOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. =T TREE AT ORIGINAL GRADE OR UP TO 118 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. ARDWOOD STAKES (3) DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 2 OF BURLAP. NON -BIODEGRADABLE MATERIAL BALL BE TOTALLY REMOVED ANTING SOIL MIX PER PLANTING SPECIFICATIONS NDISTURBED SOIL PEDESTAL ORNAMENTAL TREE PLANTING NOT TO SCALE ARBORTIE AT BARK GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH TURNBUCKLE (3), GALVANIZED SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL EVERGREEN TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP TO 118 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPEI UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL EXCAVATE ENTIRE BED AND PLACE PLANTING SOIL MIX PER PLANTING SPECIFICATIONS PLANTING SOIL MIX - SEE SPECS GROUNDCOVER PLANTING NOT TO SCALE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING -r PLANT SPACING 'D' A' , D' D' 8" O.C. 10" O.C. 12" O.C. 18" O.C. 24" O.C. 36" O.C. D 48" O.C. GROUNDCOVER SPACING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 "=1'-0" 6.93" O.C. 8.66" O.C. 10.4" O.C. 15.6" O.C. 20.8" O.C. 30.0" O.C. 31.5" O.C. STEEL EDGING SOD FILTER FABRIC COMPACTED SUBGRADE w Q p N z O w ofz O M N M N LZQ z> O cn 7 �z QO U N C) DO OU 00 C)co U a o z 0ON O r, Z— O LLJ 0 7 J O_ U1 � W w�03 Y Y J N 3 O �J N () 0 O r BBIE D. ROACH LiC. No. 1870 �2/29/202� Z (n (n !r ~ N O H H p Ld O O ccn O co �� H cn > 07 } a- QO Q m m Q ro p N O z o W _ N CD z 3 u Y V w < S u O O U L0 0 0� Z Q w I..L N W W z W W �� O 0 U LLI V J Q W m J Q SHEET NUMBER CP-501