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Home My WebLink AboutSW3200202_Plansheet - Other_20220216PIPE TABLE - SD-400 PIPE SIZE PIPE LENGTH PIPE PIPE NAME (IN) (FF) PIPE SLOPE MATERIAL EW-400 - EW-401 24 64 1.49% RCP SD-100 PIPE TABLE - SD-100 PIPE NAME PIPE SIZE (IN) PIPE LENGTH (FF) PIPE SLOPE PIPE MATERIAL JB-101 - CB-102 30 41 0.60% RCP CB-103 - CB-104 30 279 0.61% RCP EW-100 - JB-101 30 41 0.61% RCP CB-102 - CB-103 30 104 0.62% RCP CB-103 - CB-112 15 26 0.75% RCP CB-112 - DI-113 15 137 0.62% RCP DI-113 - DI-114 15 121 0.62% RCP DI-114 - DI-1 15 15 118 0.63% RCP CB-104 - CB-105 18 27 0.75% RCP CB-105 - CB-106 18 42 0.60% RCP CB-106 - CB-107 18 27 0.75% RCP CB-107 - CB-108 15 79 0.76% RCP CB-108 - CB-109 15 27 0.75% RCP CB-104 - CB-110 15 40 3.89% RCP CB-110 - CB-111 15 26 0.75% RCP CB-102 DI-114 T/C=605.37 T/G=606.57 INV IN=596.10 (CB-103) INV IN=602.00 (DI-115) INV OUT=596.00 INV OUT=601.90 CB-103 DI-1 15 T/C=607.26 T/G=605.28 INV IN=599.90 (CB-112) INV OUT=602.75 INV IN=596.85 (CB-104) EW-100 INV OUT=596.75 INV OUT=594.50 CB-104 T/C=606.25 INV IN=599.55 (CB-105) JB-101 INV 9.8(CB-110) RIM=603.78 O= UT INV UT598.55 INV IN=595.75 (CB-102) INV OUT=595.65 CB-105 T/C=606.25 INV IN=599.85 (CB-106) INV OUT=599.75 CB-106 T/C=605.68 INV IN=600.45 (CB-107) INV OUT=600.10 CB-107 T/C=605.68 INV IN=600.90 (CB-108) INV OUT=600.65 CB-108 T/C=606.47 INV IN=601.60 (CB-109) INV OUT=601.50 CB-109 T/C=606.59 INV OUT=601.80 CB-110 T/C=606.52 INV IN=601.45 (CB-111) INV OUT=601.35 CB-111 T/C=606.40 INV OUT=601.65 CB-112 T/C=607.26 INV IN=600.20 (DI-113) INV OUT=600.10 DI-113 T/G=603.96 INV IN=601.15 (DI-114) INV OUT=601.05 SD-400 EW-400 INV OUT=620.90 S D-600 PIPE TABLE - SD-600 PIPE NAME PIPE SIZE (IN) PIPE LENGTH (FT) PIPE SLOPE PIPE MATERIAL EW-600 - DI-601 24 50 0.60% RCP DI-601 - DI-602 24 142 0.60% RCP DI-602 - DI-603 24 116 0.60% RCP DI-603 - CB-604 18 72 0.63% RCP CB-604 - CB-605 15 54 0.65% RCP CB-605 - CB-606 15 37 0.68% RCP CB-606 - DI-607 15 138 0.54% RCP CB-604 T/C=608.36 INV IN=600.40 (CB-605) INV OUT=600.15 CB-605 T/C=609.1 1 INV IN=600.85 (CB-606) INV OUT=600.75 CB-606 T/C=609.35 INV IN=601.20 (DI-607) INV OUT=601.10 DI-601 T/G=604.82 INV IN=597.55 (DI-602) INV OUT=597.45 DI-602 T/G=605.61 INV IN=598.50 (DI-603) INV OUT=598.40 DI-603 T/G=605.72 INV IN=599.70 (CB-604) INV OUT=599.20 DI-607 T/G=604.45 INV OUT=601.95 EW-600 INV OUT=597.15 S D-200 PIPE TABLE - SD-200 PIPE NAME PIPE SIZE (IN) PIPE LENGTH (FF) PIPE SLOPE PIPE MATERIAL CB-201 - CB-202 24 71 0.92% RCP CB-202 - CB-203 15 32 0.63% RCP CB-203 - CB-205 15 43 2.21% RCP CB-203 - DI-204 15 138 0.58% RCP CB-210 - CB-211 24 27 0.75% RCP CB-206 - CB-207 24 111 1.57% RCP FES-200 - CB-201 24 49 1.82% RCP CB-202 - CB-206 24 70 2.35% RCP CB-207 - CB-210 24 97 5.18% RCP CB-211 - CB-212 18 120 1.39% RCP CB-212 - CB-215 15 257 2.23% RCP CB-215 - CB-218 15 227 2.28% RCP CB-218 - DI-219 15 137 0.78% RCP CB-215 - CB-216 15 26 1.70% RCP CB-215 - DI-217 15 137 0.60% RCP CB-212 - CB-213 15 26 1.40% RCP CB-212 - DI-214 15 137 0.92% RCP CB-207 - CB-208 15 27 0.75% RCP CB-208 - DI-209 15 138 0.58% RCP SD-500 PIPE TABLE - SD-500 PIPE SIZE PIPE LENGTH PIPE PIPE NAME (IN) (FT) PIPE SLOPE MATERIAL CB-500 - CB-501 15 26 3.06% RCP CB-201 CB-213 T/C=609.35 T/C=621.56 INV IN=603.00 (CB-202) INV OUT=616.81 INV OUT=602.90 CB-215 CB-202 T/C=627.76 T/C=611.68 INV IN=621.26 (CB-218) INV IN=603.75 (CB-206) INV IN=622.26 (CB-216) INV IN=604.40 (CB-203) INV IN=620.96 (DI-217) INV OUT=603.65 INV OUT=620.86 CB-203 CB-216 T/C=61 1.28 T/C=627.76 INV IN=604.70 (CB-205) INV OUT=622.71 INV IN=604.70 (DI-204) INV OUT=604.60 CB-218 T/C=633.15 CB-205 INV IN=626.54 (DI-219) T/C=610.45 INV OUT=626.44 INV OUT=605.65 DI-204 CB-206 T/G=608.04 T/C=613.29 INV OUT=605.50 INV IN=605.50 (CB-207) INV OUT=605.40 DI-209 T/G=61 1.72 CB-207 INV OUT=609.20 T/C=616.15 INV IN=607.35 (CB-210) DI-214 T/G=619.32 INV IN=608.10 (CB-208) INV OUT=616.38 INV OUT=607.25 CB-208 DI-217 T/G=623.48 T/C=616.06 INV OUT=621.78 INV IN=608.40 (DI-209) INV OUT=608.30 DI-219 CB-210 T/G=629.68 T/C=618.64 INV OUT=627.60 INV IN=612.50 (CB-21 1) EW-200 INV OUT=612.40 INV IN=602.00 CB-211 T/C=618.68 INV IN=613.20 (CB-212) INV OUT=612.70 CB-212 T/C=621.44 INV IN=615.12 (CB-215) INV IN=616.44 (CB-213) INV IN=615.12 (DI-214) INV OUT=614.87 CB-500 T/C=603.80 INV IN=599.05 (CB-501) CB-501 T/C=604.1 1 INV OUT=599.86 PIPE TABLE - SD-300 PIPE NAME PIPE SIZE (IN) PIPE LENGTH (FF) PIPE SLOPE PIPE MATERIAL JB-301 - DI-302 48 53 0.66% RCP DI-302 - DI-303 30 210 3.23% RCP DI-303 - DI-304 30 138 0.69% RCP CB-319 - CB-320 15 19 0.80% RCP CB-320 - DI-321 15 141 0.60% RCP CB-325 - CB-326 36 113 0.62% RCP CB-326 - CB-327 15 26 0.77% RCP CB-331 - CB-333 36 84 0.59% RCP CB-335 - CB-336 15 27 0.75% RCP CB-337 - CB-338 15 27 0.75% RCP CB-331 - CB-332 15 32 0.62% RCP CB-339 - CB-340 18 100 1.44% RCP DI-302 - DI-312 42 194 0.62% RCP DI-312 - DI-313 42 63 0.63% RCP CB-317 - CB-318 42 27 0.75% RCP CB-318 - CB-319 36 153 0.59% RCP CB-319 - JB-322 36 27 0.57% RCP JB-322 - CB-323 18 43 3.02% RCP CB-323 - CB-324 15 26 0.75% RCP JB-322 - CB-325 36 54 0.64% RCP JB-308 - DI-309 18 146 1.68% RCP DI-309 - DI-311 15 139 1.23% RCP DI-309 - DI-310 15 124 1.37% RCP DI-313 - CB-314 15 153 2.44% RCP DI-304 - DI-305 15 137 4.34% RCP CB-355 - CB-356 24 157 1.11% RCP CB-314 - CB-315 15 27 1.12% RCP EW-300 - JB-301 48 41 1.1 1 % RCP DI-313 - CB-317 42 155 0.61% RCP CB-326 - CB-328 36 91 0.60% RCP CB-328 - CB-331 36 74 3.67% RCP CB-333 - JB-334 36 27 0.73% RCP JB-334 - CB-344 36 67 0.60% RCP CB-344 - CB-347 30 120 0.62% RCP CB-347 - JB-351 30 36 0.70% RCP JB-351 - CB-354 24 35 5.66% RCP CB-354 - CB-355 24 27 4.30% RCP CB-356 - CB-360 18 155 1.00% RCP CB-360 - CB-362 18 154 2.21% RCP CB-362 - CB-363 15 26 1.47% RCP CB-362 - DI-364 15 146 1.28% RCP JB-334 - CB-335 24 33 10.31% RCP CB-335 - CB-337 24 144 1.28% RCP CB-337 - CB-339 18 115 1.82% RCP CB-340 -CB-342 15 187 1.69% RCP CB-342 - CB-343 15 27 1.05% RCP CB-360 - DI-361 15 146 1.24% RCP CB-356 - CB-357 15 26 1.85% RCP CB-356 - DI-358 15 146 0.60% RCP DI-358 - DI-359 15 67 0.70% RCP CB-340 - CB-341 15 27 0.73% RCP CB-347 - DI-348 18 117 1.02% RCP DI-348 - DI-349 15 153 1.70% RCP DI-349 - DI-350 15 204 1.79% RCP JB-351 - CB-352 15 63 0.65% RCP CB-352 - CB-353 15 26 3.96% RCP DI-304 - CB-306A 24 160 0.90% RCP CB-306A - CB-307A 24 26 0.75% RCP CB-307A - CB-307B 24 4 2.31% RCP CB-307B - JB-308 18 17 5.33% RCP CB-344 - CB-345 15 27 0.57% RCP CB-345 - DI-346 15 138 0.58% RCP CB-315 - DI-365 15 72 0.83% RCP DI-365 - DI-316 15 88 1.94% RCP CB-306A - CB-306B 24 4 2.31% RCP CB-328 - CB-329 15 27 0.75% RCP CB-329 - DI-330 15 138 0.58% RCP REFERENCE ELEVATIONS: ALL CB T/C ELEV = TOP OF CURB ELEVATION ALL DI/JB GROUND/RIM ELEV = TOP OF GRATE/COVER ELEVATION SD-300 CB-306A CB-337 DI-305 T/C=619.31 T/C=621.90 T/G=617.70 INV IN=608.25 (CB-307) INV IN=616.45 (CB-339) INV OUT=613.45 INV IN=608.25 (CB-3066) INV IN=616.70 (CB-338) DI-309 DI-309 INV OUT=608.20 INV OUT=615.95 5.31 CB-3068 CB-338 INV IN=612.80 (DI-31 1) T/C=619.30 T/C=621.92 INV IN=612.80 (DI-310) INV OUT=608.35 INV OUT=616.90 INV OUT=612.55 CB-307 CB-339 DI-310 T/C=619.05 T/C=623.67 T/G=617.04 INV IN=608.50 (CB-3076) INV IN=618.65 (CB-340) INV OUT=614.50 INV OUT=608.45 INV OUT=618.55 DI-311 CB-3078 CB-340 T/G=617.12 T/C=619.30 T/C=625.22 INV OUT=614.50 INV IN=609.10 (JB-308) INV IN=620.35 (CB-342) DI-312 INV OUT=608.60 INV IN=620.35 (CB-341) T/G=616.23 CB-314 INV OUT=620.10 INV IN=598.70 (DI-313) T/C=616.51 CB-341 INV OUT=598.60 INV IN=608.90 (CB-315) T/C=625.32 DI-313 DI-313 INV OUT=608.80 INV OUT=620.55 9.72 CB-315 CB-342 INV IN=599.20 (CB-317) T/C=616.77 T/C=628.10 INV IN=605.08 (CB-314) INV IN=609.30 (DI-365) INV IN=623.60 (CB-343) INV OUT=599.10 INV OUT=609.20 INV OUT=623.50 DI-316 CB-317 CB-343 T/G=614.21 T/C=610.13 T/C=628.13 INV OUT=611.70 INV IN=600.25 (CB-318) INV OUT=623.88 INV OUT=600.15 DI-321 CB-344 T/G=607.24 CB-318 T/C=619.69 INV OUT=604.70 T/C=610.25 INV IN=612.30 (CB-347) DI-330 INV IN=600.95 (CB-319) INV IN=611.65 (CB-345) T/G=611.07 INV OUT=600.45 INV OUT=609.90 INV OUT=608.55 CB-319 CB-345 T/C=612.48 T/C=619.57 =T/G 61 T/G INV IN=603.65 (JB-322) INV IN=61 1.90 (DI-346) INV OUT=61612.70 INV IN=603.60 (CB-320) INV OUT=611.80 INV OUT=601.85 CB-347 DI-348 CB-320 T/C=621.08 T/G=618.04 T/C=612.74 INV IN=613.15 (JB-351) INV IN=615.50 (DI-349) INV IN=603.85 (DI-321) INV IN=614.05 (DI-348) INV OUT=615.25 INV OUT=603.75 INV OUT=613.05 DI-349 CB-323 CB-352 T/G=622.45 INV IN=618.20 (DI-350) T/C=611.55 T/C=622.65 INV OUT=618.10 INV IN=606.85 (CB-324) INV IN=617.46 (CB-353) INV OUT=606.60 INV OUT=617.36 DI-350 CB-324 CB-353 T/G=624.24 INV OUT=621.85 T/C=61 1.55 T/C=622.91 INV OUT=607.05 INV OUT=618.51 DI-358 CB-325 CB-354 T/G=625.34 INV IN=621.00 (DI-359) T/C=613.36 T/C=623.13 INV OUT=620.90 INV IN=604.35 (CB-326) INV IN=616.13 (CB-355) INV OUT=604.25 INV OUT=615.88 DI-359 CB-326 CB-355 T/G=623.47 INV OUT=621.47 T/C=614.82 T/C=623.20 INV IN=605.15 (CB-328) INV IN=617.52 (CB-356) DI-361 INV IN=609.95 (CB-327) INV OUT=617.27 T/G=628.51 INV OUT=605.05 INV OUT=625.28 CB-356 CB-327 T/C=626.42 DI-364 T/C=614.93 INV IN=621.67 (CB-360) T/G=631.72 INV OUT=610.15 INV IN=621.52 (CB-357) INV OUT=628.85 CB-328 INV IN=620.02 (DI-358) DI-365 T/C=616.20 INV OUT=619.27 T/G=612.52 INV IN=605.80 (CB-331) CB-357 INV IN=610.00 (DI-316) INV IN=607.45 (CB-329) T/C=626.51 INV OUT=609.90 INV OUT=605.70 INV OUT=622.01 EW-300 CB-329 CB-360 INV OUT=596.00 T/C=616.23 T/C=629.88 INV IN=607.75 (DI-330) INV IN=623.32 (CB-362) INV OUT=607.65 INV IN=623.47 (DI-361) JB-301 INV OUT=623.22 RIM=607.00 CB-331 INV IN=596.55 (DI-302) T/C=617.49 CB-362 INV OUT=596.45 INV IN=608.60 (CB-333) T/C=632.85 INV IN=612.30 (CB-332) INV IN=628.27 (CB-363) JB-308 JB-30 INV OUT=608.50 INV IN=626.98 (DI-364) RIM=INV 67 9.4 19.4 .10 (DI-309) CB-332 INV OUT=626.73 INV OUT=610.00 T/C=617.25 CB-363 JB-322 INV OUT=612.50 T/C=633.16 RIM=612.17 CB-333 INV OUT=628.66 INV IN=603.90 (CB-325) T/C=618.39 DI-302 INV IN=605.30 (CB-323) INV IN=609.20 (JB-334) T/G=619.64 INV OUT=603.80 INV OUT=609.10 INV IN=597.40 (DI-312) INV IN=598.40 (DI-303) JB-334 CB-33 5 CB-33 9.74 INV OUT=596.90 RIM=618.50 INV IN=609.50 (CB-344) INV IN=614.10 (CB-337) DI-303 INV IN=610.56 (CB-335) INV IN=614.75 (CB-336) T/G=617.64 INV OUT=609.40 INV OUT=614.00 INV IN=605.30 (DI-304) INV OUT=605.20 JB-351 CB-336 RIM=621.92 T/C=619.74 DI-304 INV IN=613.90 (CB-354) INV OUT=614.95 T/G=615.92 INV IN=616.95 (CB-352) INV IN=606.75 (CB-306A) INV OUT=613.40 INV IN=607.50 (DI-305) INV OUT=606.25 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOLTER LAND PARTNERS z J W p �U aw J - Lu W - Q 0 00 N - Q z WILD a z LU J J VAWwc� co or W Vl a � Cir-_ U Q = w > z Cr 0 w o z � z J IL 00 W z 0 �N CARO< J THE JOHN R. i = n ' McADAMS = :COMPANY, INC..: -o T C-0293 ,o , ' A' ; ,,,,��. 3 289 = eFtiO R• VAN REVISIONS NO. DATE 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES 2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-G1 CHECKED BY MVD DRAWN BY AJB SCALE N/A DATE 01. 17. 2020 SHEET STORM DRAINAGE NOTES • 640 640 IGH POINT EL 628.27 1 P I E EV 629.02 —'2 aMLOW POINT STA LOW POINT ELEV = 13+23.32 = 621.99 1 1 0.0 ' VC \ PVI STA = 2+96.30 1 o ^ Ki r PVI ELEV K = 20.00 622.61 62 N + N 54.03' VC N— W O N p� W 1 m + N 1 O O p O M 4J n N M 6300 m 30 � � M _ M I pae1 01 N 55 N m m 1. 0% r r` i 00 N M (6 CO 0) M 1 1 M do 4� M+ + W N rn + ' EXIS ING GRADE A ' I ROA CE TER INE 61 01, c� N M co LJ / N W N W N 1 > a a a a � 3 p0% 2 0p M PR OS D GRAD AT / --- -- - rn T 1 \ � �O / Rut- 6" 3"R P 620 m olo U U M ` 20 " -- -- _ 36 R 1 m m N ---- -- ---- -- ---- -- ---- _ 1RC ---- - -------I------ ---- -- ---- -- --- -- urn 1 m F. 42"1 iL 2 M -- 1 T ---- -- ---- -- -- 1 M -- — -- -- -- ---- 60 1 -- ---- — 0" CP / -- 1 -- — -- / 5" CP 8" S 1 � \U 6- 610 \ 11 R P 36" RC 10 1 — --------- 8" ---- 1 CP 1 s -- ---- 59 1 1 1 600 E 005851 1 1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+001 WHISPERING CREEK DRIVE WHISPERING CREEK DRIVE (50' PUBLIC ROW) a \ to + so SEE SHEET C5.07 gIIIIIiI so 145 146 I �10 I , 149 I I I I I I / / MOORES FARM ROAD i '�, I 143 I 10 I (50' PUBLIC N ROW) i _+ I I I / 152 � I I I — CB-327 I r--_ + CB-345 SSMH-109 _� _ °° CB-329 00 �19_ N30 EW-400 � CB-353 —332 16+00 CB-333 17+00 18+0o R=10 4 / 3'f 15+00 — �— — -- -- I— SSMH-108� 1s+ __ pp �� CB-31 / / 155 / O \ _ SSMH-113 14+00 I— 395.,E IN3'1340'E T � T —326 � CB-320 / � �, / `• / I _ 12+00 m +00 — — o _ —� 1 \ I — —344 CB-328 USSMH-106 — \20 00 \ \ Il m+ — 7 I I I CB 336 I CB-3 25 f—JB-322 21+00 � \ I �CB-355 ` ; I; i I —135 1 90 I I I i I I I CB-324 \ \ N2252,4j CB-318 I I 214 O I I I MANTLE RIDGE DRIVE 189 / O I I O \ B-317 \\♦ 2 2+\ _ 314 I I _ _ _ _ (50 PUBLIC ROW) I I I / CB-323 SEE SHEET C5.02 I I 1 I / I SEE SHEET C5.07 I I � � / / 159 / ; / � ♦ � OLD EVERGREEN PARKWAY 158 (54' PUBLIC ROW) BENT WILLOW DRIVE (50' PUBLIC ROW) SEE SHEET C5•03 (% Z GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT KOLTER LAND PARTNERS REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW CA THE JOHN R. ': n : McADAMS : z A :COMPANY, INC. 's C-0293 HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 PLAN INFORMATION PROJECT NO FILENAME CHECKED BY DRAWN BY SCALE DATE KLP-19000 KLP19000-P1 SAW AJB 1"=40' / 1"=41 01. 17.2020 PLAN AND PROFILE WHISPERING CREEK DRIVE STA. 10+00 THRU STA. 22+00 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 14 M M U*1 2 M M n Lr c / 1 1 1 CLIENT KOLTER LAND PARTNERS 1 1 1 1 LON P PVI INT STA EL = 2 = +5 05. .23 7 -� PVI EL KA = 26 605 13 31 75 09' VIC 11, 100 EXISTING GRADE AT ROAD CENTERLINE V) co +CX r- 1 / co + �n 110 o — � I I w) a I PROPOSED GRADE AT ROAD CENTERLINE O 0) I (n U U U N = 0 o cNn 1.50 \ m m U U 4 " RIP 18" RCP -- -- ---- -- ---- 15" RC 15" - -- - 1 " R P 15 _ _ - --- g" SS 1 8" S LU 1 1 1 1 1 22+00 23+00 REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW 24+00 25+00 26+00 27+00 WHISPERING CREEK DRIVE CA 04 THE JOHN R. •: = n : McADAMS A :COMPANY, INC. 's C-0293 SEE SHEET CS 04 1 V I I V I L LJ 1% 1 V L- (50' PUBLIC ROW) 28+00 HERITAGE SUBDIVISION PHASES 11-14 620 610 •I• 590 585 28+75 00 00 0 RETAINING WALL "D" W/ SAFETY HANDRAIL (DESIGN BY OTHERS) WHISPERING CREEK DRIVE (50' PUBLIC ROW) 9177 17 1 .-I OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P1 CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 (:5 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE WHISPERING CREEK DRIVE STA. 22+00 THRU STA. 27+96.72 C5w01 640 640 'J McADAMS O O p (0 O N 0 N O O � N CMO +M � II o Q (° d (N d W 1 d 5; d 2.Op \ N 630 = 630 620 N N I I � GRADE AT 620 \ / _ EXI ROAD TING CENTERLINE \ I� PROPOSED GRADE AT ROAD CENTERLINE U -------_ N I / U U t0 N + c6 a w NW a \ \ / 15" RCP -- - - _ - -- - _ M -_ 5" CP -- _ - N U \ MM� m m — --- 1 H--- 610 -- _ 15" � MCA 6" RCP I 610 8.. _- 15" RCP ---_ -- --------- -- - - s s 600 600 10+00 .SEE SHEET % S• 05 � T 1 1 +00 y / SSMH-212 / 203 _ a / SSMH-112—`12, o / RAGING CREEK DRIVE FES / (50 PUBLIC ROW) �/EET CS. OS . 202 The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT KOLTER LAND PARTNERS 12+00 13+00 14+00 MANTLE RIDGE DRIVE 13+00 14 K=1228.00' H-1 1 1--� L=757.63' CB-342— I -� I I I 200 I � I I I I I I I 199 I I III198 I I I MANTLE RIDGE DRIVE (50- PUBLIC ROW) REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW �N CARO �.,� .�� N A •R. ��r 9 THE JOHN ': " : : ' _ _ I =_ It _ n McADAMS z = A :COMPANY, INC.: _ 0 6 89 '�.,�',9 '•••......•••gyp �; .,9,AC'°• .... ••'O�� . OF AQ R. VOA 41AII 15+00 _39—, I II I I I I I II I 193 I I li 16+00 17+00 18+00 T C5.00 • � /' SEE SHEE • 1 \\ 1 �o. 1 1 1 \ \ \ 01 1 11 11 214 \ O CB\ 3\ CB- 5 213 111 \ \ \ 1 CB-336 1 ............� 17+p0 , 33 �4— —33 B-337 1 1 II 19 2 I I II I HERITAGE SUBDIVISION PHASES 11-14 1 1 1 1 1 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 17k�25 \SSMH- 9 ,o �o C 3 \ �/ � �6kg615 P� a 0006 ,.E SHEET C5.00 SE PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P1 CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 WHISPERING CREEK DRIVE (50- PUBLIC ROW) GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE MANTLE RIDGE DRIVE STA. 10+00 THRU STA. 17+93.86 C5w0 630 C C C C + C II U a 620 610 •es 595 LON POINT STA = 1 +8 .96 HIGH P INT STA = 16+49.46 LOW INT EL = 619. 0 PVI STA = 12+8 5.74 HIGH PVt POINT ELEV = 623.27 STA = 17+ 16.54 -_ K = 2A..30 P I ELEV = 624.29 K = 26.87 200.00' VC 1.UU VC / �0) n. Ln M M LO N. M + N + (nU LJ CJ (>>jjU obi / (D N U m th W j \ + m EX STIN GRADE AT cNo II 010 N RCAD GENTERLINE Q \ N a w XIST NG GR.ADE AT a aROAD CENTERLINE o PRO OS D GRADE AT \ 2'p0 PROPOSED GRADE AT I -- - ROAD CENTERLINE 10 OW POINT STA = 19+51.51'- LOW POINT ELEV = 611.70 23 cn a =1�4 • 0 A cn I PVI STA = 19+30.21 PVI ELEV = 611.01 �` x I I I I = K = 10.42 cn / _ N / c0 CO r M M O) r + + fD LJ � mm II 8" S N w M I o0 M d N 2� % I M 8" SS \ 5" IRCP 4" CP 15" RCP \ \ 18" RCP 10+00 SEE SHE IT C5.05 J 10400 I I I \-SSMH-207 1 1 +00 RAGING CREEK DRIVE (50' PUBLIC ROW) e S47'02'33" 1 i+pp- 146.p ___4 SEHEET 5.03ES5 � •b, a a. 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT 12+00 I�•, a b • '• 'e I e I L I � I -�- � 12+00 _------ SSMH-208J' KOLTER LAND PARTNERS 13+00 I I �-J6=308 - GCB-307 13+00 14+00_ GCB-306B ` I b • II I 69 I I I I 1168 I REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW 14+00 R_ 1600.00 L=560.67' 15+00 i901MoIl] BENT WILLOW DRIVE iVAUIC iE:l11I* 19+00 620 M 595 20+00 20+25 WHISPERING CREEK DRIVE (50' PUBLIC ROW) SHEET C* ,00 SEE 151 \\� CB-325 \ 1 DI-365 187 I I 1 I I I I I � CB320 I I CB- 7 I 1� H 106� I I _ _ - 19+00 - CB-315 1- 7' 13"E 1.0�CB-314 -�SSHM-21 - 17+00 - � 15+00 11 I - - _ - 1 p �SSMH-209 THE JOHN R. •: _ T �. " n : McADAMS : z ' = El _ = A :COMPANY, INC. _ 0 6 9 ••°•NG '%,�'9 ••••.......••�� ; I NEF'�`• ,, 9,pC•••.... .•••ONE a •' e le'• re , � 162 163 I � BENT WILLOW DRIVE (50' PUBLIC ROW) HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 LJB 1322 I B-323 1' b \ I SEE SHEET C5.00 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P1 CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE BENT WILLOW DRIVE STA. 10+00 THRU STA. 20+11.17 C5w03 630 630 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 WHISPERING CREEK DRIV (50' PUBLIC ROW) CLIENT KOLTER LAND PARTNERS IGH IGH P01 S = 12 04.7 I SA VI ELEV = 112400. = 09.00 6 = 3.0 28.0 ' V 620 620 ,. 10 N EXISTING GRADE AT ROAD CENTERLINE N, O \ M Ln 610 0 ,°°. N �? 610 O II c0 + II O ul O c0 r _ � II c0 II N Q W J m U H (n J W as as I j 2q -150• I as 2 0 PRO ROAD OS CENTERLINE D GRADE AT N OO 18 RC 1 RCP 600 -- -- - -- -- - - 600 - - -- -- - -- 0 CP 590 590 10+00 SEE SHEET C I uB-11 SEE SHEET CS.O REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW 1 1 +00 12+00 13+00 GRACE POINTE DRIVE CARO< THE JOHN R. n : McADAMS : z A :COMPANY, INC.: 's : C-0293 *OF N� \\,,,111111 ///, \A <��' - E 6 89 = �,�••.. ..••aN R. VAN 14+00 14+25 GRACE POINTE DRIVE (50' PUBLIC ROW) HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P1 CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 i D GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE GRACE POINTE DRIVE STA. 10+00 THRU STA. 14+00.53 C5w0 4 www.mcadamsco.com 650 650 630 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 1 HIGH POINT STA = 1 I I CLIENT KOLTER LAND PARTNERS REVISIONS N0. DATE CA 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW THE JOHN R. ': = n : McADAMS A :COMPANY, INC. % C-0293 %,'••.,,.• IR'� -c HERITAGE SUBDIVISION PLAN INFORMATION PLAN AND PROFILE PROJECT NO. KLP-19000 RAGING CREEK DRIVE PHASES 11 14 FILENAME KLP19000-P1 STA. 10+00 THRU STA. 17+00 CHECKED BY SAW OLD EVERGREEN PARKWAY DRAWN BY AJB SCALE 1"=40'/1"=4' TOWN OF INDIAN TRAIL &VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 DATE 01. 17.2020 C5w05 630 ILI McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 RAGING CREEK DRIVE (50- PUBLIC ROW) CLIENT KOLTER LAND PARTNERS M m V) m m n C) Ln 1 1 1 1 1 EXISTING ROAD GRADE CENTERLINE AT 620 1 I m I - 1 LO 0 U m o __j w 0 610 1 = 41 N r PROPOSED ROAD C G NTE DE AT LINE -- - CP 24 RC vNi 1 1 - - N o M �- x g (n I M U N I 1 ' 0 RoO 5" RCP S _ 600 Lt 1 " SS 24" RC Cp 1 1 1 1 1 590 1 1 1 1 1 1 17+00 REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW 18+00 19+00 20+00 RAGING CREEK DRIVE CARO< 4�e'% THE JOHN R. •: = n : McADAMS A :COMPANY, INC.: 's C-0293 N� T- 0689 EW-200 \ CB-201 � Y 21 +00 21 +25 114 HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P1 CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 401 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE RAGING CREEK DRIVE STA. 17+00 THRU STA. 21+04.05 C5w06 www.mcadamsco.com 650 650 630 1 HIGH POINT STA 11+30.23 = HIGH POINT ELEV = 638.23 HIGH POINT STA = 20+12.97 HIGH POINT ELEV = 618.12 1 PVI STA = 1 1 +35.77 VI ELEV = 638.54 PVI STA = 20+50.47 PVI ELEV = 616.24 K = 20.63 K = 162.08 71.07' VC 75.00' VC M N O O N 1 O 00 7 co N LJ U LJ U W N o� " m °° m 1 0,6 6400 � 40 62 N 1 % N POP ROAD SED GRADE EN ERLIE A IGH POINT STA = 19+01.94 HIGH POINT ELEV = 622.80 CONTRATO AS -BUILT CONSTRUCTING PRIOR TO TIE TO IN � `2 PVI STA = 19+31.40 622.20 PVI ELEV = K = 20.00 58.93' VC = 1 toN co I U 00 N N C r'� O N EXIS ING GRADE A ROADCE TER INE _ — N 2.0 % U _ — _ 30 630 _IJ \ _ mI\ 1 _ -- -_ N 1 1 RCP _ 1 1 - -- -- -- MM I I I - - -- - -- - - — 15' RC \ c� c> �n M 1 620 -- ---- -- 20 60 1 2 R P 15" RCP 9, 1 2 R P 2 R� S 1 1 1 59 610 1 605 05 58 1 1 10+00 10+00 _ _ ------------- �M — M 41 OLD EVERGREEN PARKWAY (54' PUBLIC ROW) 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 1 1 +00 12+00 13+00 _ 12+ 00 S47.02, ' SSMH-117 33E� 240.41 • /T_ ' 0 73+00 0 132 CLIENT KOLTER LAND PARTNERS •� I 14+00 14+00 SSMH-116 15+00 16+00 OLD EVERGREEN PARKWAY 62 1 1 1 1 140 1 17+00 18+00 MOORE FARM ROAD (50' PUBLIC ROW) O 11 \ \ 19+00 20+00 o A 0 to s CB-353 CB 35 \� / •p � p �p CB-3 1 1 / A �_- CB-356� B-35 19kp0 R_ 1000.0� ' ��-- 15+00 16+W 1�L-_700.18 CB-357 363 — SSMH-115 / DI-350 — ------ -------------- SEE S�EET CS.O••----- ------------------------------------------ S ---- REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW THE JOHN R. ': = n : McADAMS A :COMPANY, INC. 's : C-0293 ,�Q %,'••.,,•• E 0689 = R. WHISPERING CREEK DRIVE (50' PUBLIC ROW) HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 `SSMH- EE SHEEN 5 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P1 CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 21 1 OLD EVERGREEN PARKWAY (54' PUBLIC ROW) GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE OLD EVERGREEN PARKWAY STA. 10+00 THRU STA. 20+00 C5w07 www.mcadamsco.com 1 650 630 630 SEWER BYPASS PUMPING STANDARD NOTES: PROPOSED SEWER LINE SHALL BE FULLY INSTALLED, TESTED AND APPROVED BY UCPW BEFORE BYPASS PUMPING CAN BE STOPPED. THE CONTRACTOR SHALL HAVE ALL NECESSARY PERSONNEL, EQUIPMENT, AND MATERIALS ON SITE BEFORE BEGINNING BYPASS PUMPING OPERATIONS. THE VENDOR/CONTRACTOR SHALL PROVIDE A BYPASS PUMPING PLAN FOR UCPW'S REVIEW AND APPROVAL. PLAN SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING ITEMS: ESTIMATED START DATE FOR BYPASS PUMPING DURATION OF BYPASS PUMPING SIZING CALCULATIONS FOR PUMPS TO ADEQUATELY HANDLE SEWER FLOWS. LIST OF IMPACTED CUSTOMERS WITH ADDRESSES BACKUP PLAN FOR PUMP FAILURE. IF BYPASS PUMPING OPERATIONS ARE TO CONTINUE DURING HOURS OF NO CONSTRUCTION (NO CONSTRUCTION PERSONNEL ONSITE) THE CONTRACTOR WILL NEED TO PROVIDE AN AUTO DIALER SYSTEM. - EMERGENCY CONTACTS ONCE UCPW APPROVES THE BYPASS PUMPING PLAN, A NOTIFICATION OF START DATE MUST BE GIVEN TO UCPW'S INSPECTOR 10 BUSINESS DAY PRIOR TO ANY BYPASS PUMPING OPERATIONS STARTING. UCPW WILL NOT ALLOW THE START OF BYPASS PUMPING OPERATIONS IF A LARGE RAIN EVENT IS PREDICTED DURING THE DURATION OF THE BYPASS PUMPING OPERATION. IF AN AUTO DIALER IS REQUIRE THE CONTRACTOR SHALL BE THE PRIMARY CONTACT WITH THE ENGINEER AS THE SECONDARY. ALL SEWER LINE REPLACEMENTS/RELOCATIONS THAT REQUIRE BYPASS PUMPING SHALL BE DIP. PVC WILL NOT BE ALLOWED, SO AS TO NOT REQUIRE THE 30 DAY MANDREL TEST. UCPW WILL CONTACT IMPACTED CUSTOMERS PER UCPW STANDARDS CONSTRUCTION SEQUENCE: 1) INSTALL ALL NECESSARY TRAFFIC CONTROL MEASURES. 2) SET UP ALL EQUIPMENT NECESSARY FOR BYPASS PUMPING OPERATIONS. 3) PLUG THE UPSTREAM AND DOWNSTREAM PIPES TO ISOLATE THE WORK AREA. 4) START BYPASS PUMPING OPERATIONS 5) INSTALL ALL PROPOSED SEWER INSIDE THE WORK AREA (SEWER SHALL BE BACKFILLED BEFORE TESTING CAN BEGIN. 6) PREFORM ALL REQUIRED TESTING AND SUBMIT ASBUILT PLANS AND ENGINEER'S CERTIFICATION. A. PRESSURE TEST B. VISUAL INSPECTION C. VIDEO INSPECTION OF LATERALS 7) ONCE THE PROPOSED SYSTEM HAS BEEN TESTED AND ACCEPTED BY UCPW, THE PLUGS CAN BE REMOVED AND THE BYPASS PUMPING CAN BE STOPPED. 8) ANY EXISTING SEWER CAN BE REMOVED OR ABANDONED IN PLACE PER UCPW STANDARDS. McADAMS OLD EVERGREEN PARKWAY (54' PUBLIC ROW) M M V) M M n U'1 O 1 1 HIGH P01 T EV 1= 6 8.1 113VI LEV = 6 6.2 5.0 ' V 1 N n HIG PINT LEV = 11.9 1 c6 + PVI L = 11. 8 . L.i N 45. 4' C 1 0° co rn m 1 40 62 + +44 620 N N w p M 1 L W OIN EL = 604.07 m + mm NT - LEV = 622.81) P I EL K = 60 2).00 .70 II Q ai LEV = 22.2 195.99 VC N w 1 58. ' V � m + �se LO +0 co cc n N N w fN U 2 7% 1 w m / 1 � \ 30 s 610 1 � 1 / 1 + I ROP AD SED CEN GRADE ERL NE T I � IM / m 1 1 620 600 15" RCP 600 1 41 E R ISTI AD G ENT G ADE RLI AT E 1 1 � / 1 � 6 F OR UGA ED 1 PI 83' EACH RI E X 128' SPAN ' PIP 83" AR RISEX H 1 8" PA 1 1 59 IN IN IN OU 590 =5 23 8.8 INV INV IN= OUT 90.23590 58 .85 � INV: 589 56 INV: 581.56 _ 1 1 CU IV VER CIAP-- (BtJRIE1) 05 58 IN OU =58 .85 INV: 585 56 585 20+00 SEE SHEET C5.00 e 142 I CB-353 rn ` m-CB-355 - � d m +00 C17 Or )B-3b]. -__ ' -----______CB_ 347 - \,-SSMH-113 WHISPERING CREEK DRIVE SEE SHEET 75.00 (50' PUBLIC ROW) The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT K LTE R LAND PARTNERS 21 +00 MOORE FARM ROAD (50' PUBLIC ROW) h21 =20+0 -I REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW 22+00 23+00 OLD EVERGREEN PARKWAY pppppp �� 7pppp�pp p 60 LF 11' CMP CULVERT (BURIED) INV IN=586.23 INV OUT=584.85 �I L V9 3 411.6� -7 V _�/ _~-'--- ppp �_, pp� p v p p (N CARO THE JOHN R. = n : McADAMS z = :COMPANY, INC. 12 T C-0293 FOF�( 24+00 25+00 26+00 v v p V V ppIp 'V% v vppppp�ppp� Opipp pp �ppppp�ppppp i pppp;` p� pp ppppppppp p� IV p�p ppppppppp p --/4 A t- - . -p • \•1 � -v a v e • e e' V (2) 60 LF CORRUGATED 1 p p p p pp p p p PIPE ARCH 83" RISE X 128" SPAN p p p INV IN=590.23 1p p p p p p IvNV OUT=588.85 p p p p p p �p vp`� pppppp p ppp v, 2' pppp 20' GREENWAY ESMT. (TYP.) 10' GREENWAY (TYP.) HERITAGE SUBDIVISION PHASES 11-14 26+00 �l OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 27+00 -E-vR.GREEN PARKW Y / (54,PUBLIC ROW) 26.,,80 • 10 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P1 CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE OLD EVERGREEN PARKWAY STA. 20+00 THRU STA. 26+80.10 C5e0 8 McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 640 640 630 3.5' 630 OF lGH EN R INE F IGHT 620 620 3S. \ CENTER LINE OF SIGHF O \ II \ t 610 610 3.5' 600 600 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70 INTERSECTION OF WHISPERING CREEK DRIVE AND OLD EVERGREEN PARKWAY pVppppV -p7pvv °op°b°°°op ppp°° p pp pppp pppp /, I oc—pp° ppp �� p p p p p p p° p Qm CL who ` ` w -- _ _ EEN PA W _- 6+ OLD VERG_I -- , RK AY s 00 Sz � p ° - __-------------------- - - - - --------------------- � � I / li/ // 211 I C I I I I 212 I' � 213 I 214 CLIENT KOLTER LAND PARTNERS REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW CARO< THE JOHN R. = n : McADAMS A :COMPANY, INC.: 's C-0293OF AQ\ N� I I I 143 I I I I p ° pppp p` ppppp �\ ,pp�i ppp � ;\ppp �7° HERITAGE SUBDIVISION PLAN INFORMATION PROJECT NO. KLP-19000 PHASES 11 14 FILENAME KLP19000-P2-LOS CHECKED BY SAW OLD EVERGREEN PARKWAY DRAWN BY AJB SCALE 1"=40'/1"=4' TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 DATE 01. 17.2020 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF WHISPERING CREEK DRIVE AND OLD EVERGREEN PARKWAY 5w09 McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 640 640 3.5' 630 630 H / _ IN g35 � CENTEF LINE OF SIGHT 620 / 620 \,0 II + i i -EXI';TINC GRADE ALON3 CENTER LIN OF SIGHT 610 / 610 33 600 / 600 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70 INTERSECTION OF MOORE FARM ROAD AND OLD EVERGREEN PARKWAY \ Q p p \\ QQQp jr-. OLD--EV ERG_ -R-E-E N PAR-K--W AY_ ___ ----------- (53' PUBLIC R/W) 1 +00 2+00 Q Q p \ Q Q Q Q p ,QQQ. QQQ° Q p ° At �Q�QQ4QQQQQpQ QQ Q QQ�Qp°°QQQQ CLIENT KOLTER LAND PARTNERS REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW CARO< THE JOHN R. = n : McADAMS A :COMPANY, INC. 's C-0293OF AQ\ N� - / 1 — 64-0 \ J A 1 + \\ I 0 U J LL o 142 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. HERITAGE SUBDIVISION PLAN INFORMATION PROJECT NO. KLP-19000 PHASES 11 14 FILENAME KLP19000-P2-LOS CHECKED BY SAW OLD EVERGREEN PARKWAY DRAWN BY AJB SCALE 1"=40'/1"=4' TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 DATE 01. 17.2020 PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF MOORE FARM ROAD AND OLD EVERGREEN PARKWAY C5w10 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 650 650 640 640 00' A AILq LE INE IOF SURFACE DISCREPANCY IS DUE TO THE GRADS 5' BEING CREATED FROM THE ADJACENT PROPE TY'S \ DEVELOPMENT PROPOSED GRADES, SURVEYED 33 ' EXISTING GRADES, AND GIS EXISTING GRADES. PRO:IOSE D G ZADE ALO G E CENTER INE OF 3IGHT\ OF IGN 630 \ I I 630 EXI TIN GR DE LO G CE TER LIN OF SIG T 620 620 610 610 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70 INTERSECTION OF RAGING CREEK DRIVE AND OLD EVERGREEN PARKWAY 0+00 ~------I----- —1+oo + — — CLIENT KOLTER LAND PARTNERS I , I I I I I I I I I I I �j (1-3-7) SOLD EVERGREEN PARKWAY (53' PUBLIC R/W)- - — — — — _ _ 3+ I — - REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW CA THE JOHN R. •: n : McADAMS : z A :COMPANY, INC. 's C-0293OF AQ\ I \ \ I 1 I ' \ I III \ 203 II 204 , 205 I \ T- 0689 = � • eFNC I NEF'�e��v ;; 411,111 HERITAGE SUBDIVISION PLAN INFORMATION PROJECT NO. KLP-19000 PHASES 11 14 FILENAME KLP19000-P2-LOS CHECKED BY SAW OLD EVERGREEN PARKWAY DRAWN BY AJB SCALE 1"=40'/1"=4' TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 DATE 01. 17.2020 (;D GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF RAGING CREEK DRIVE AND OLD EVERGREEN PARKWAY C5w11 McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 640 640 630 1 1 1 1 1 1 1 630 EX' TIN GR DE LON CE TER LINE OF SIGHT IGHT i PRO OSE G DE ALO G CENTER LINE OF IGH 35' _ 5 IGHT 6 620 20 i 3.5 \ II 610 \ / 610 it 600 600 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70 INTERSECTION OF MANTLE RIDGE DRIVE AND WHISPERING CREEK DRIVE MOO RE F (50-PUgM RC )AD 0+00 - - ---- 1+00 i - I I ' I I � F I II CLIENT KOLTER LAND PARTNERS REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW WHISPERING CREEK DRIVE - (50' PUBLIC R/W) I , I II I I I � 214 I I.. I ' ♦♦♦� �N CARO ", �/ .�� N A �/ ♦ , \ % THE JOHN R. T- ;• = n : McADAMS = A :COMPANY, INC. _ 3 89 �I2;'ZI I I 146 I I I I r -r / — 4+00 — — — — — 5+ 0. 6+00 6+ — — — — — — — — — — — — — I 189 / Z GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P2-LOS CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF MANTLE RIDGE DRIVE AND WHISPERING CREEK DRIVE C5w1 2 McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 640 640 630 630 E CISTING GRADGRADQ ALONG CENTER LINE Or SIGHT 620 620 L, E O SI IiT \ 335 — INE pF IG PROPOSED GRADE ALONG 5' CENTER LINE OF SIGHT 610-- 610 3.5' II 600 600 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70 INTERSECTION OF BENT WILLOW DRIVE AND WHISPERING CREEK DRIVE ,�� ICI ►�� I I I\ I \ I 151 I I \ 150 I I I I I I I I � I I\ I \ I I I I 9 0+00 \ I t / I III / I �` II I\,I III 187 \ III 188 \ I I CLIENT KOLTER LAND PARTNERS REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW W DC m a o z� w C0 ,,,►I IIIIIII,,' THE JOHN R. ': " : _ A ;• n McADAMS = A :COMPANY, INC.: _ 0 2 19 's T C-0293 '°•NG �v I NEF'�` 4 I I I VV 1 IIJ)F L.IAIIVV %. IA L.L. I\ VIAI V L. ' PUBLIC RAW) moo — — F— — —� (50 i I � I � 159 I 158 � I � I � I � O I •. I I I �I I I I I I I � I I I � I I � I , � i HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P2-LOS CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF BENT WILLOW DRIVE AND WHISPERING CREEK DRIVE 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 630 630 620 620 EXISTING GRADE LON CEN ER LINE OF IGH wwmw OF SIGI IT 610 277, - VAI Bt 610 2.5 \ w \ PR OS D GRADE ALONG N CEN ER LINE OF SIGHT Ld w > 0 in M II 600 M 600 M 590 590 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+25 INTERSECTION OF GRACE POINTE DRIVE AND WHISPERING CREEK DRIVE I 285 I 91 I 92 I I I I 94 I 95 I I I I t -�• I I I I - 2+00 +00 � II 1 1 I 1 I I I 1 1 I1 1 1 I 11 I I 15 6 I 157 1 I 1 I I 158 1 I I 1� 1 CLIENT KOLTER LAND PARTNERS REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW II II II 1 1 1 I 1 I I 1 1 I I I I I I I I I 107 I I I � CA THE JOHN R. ': n : McADAMS : z A :COMPANY, INC.: 's C-0293 N� _ WHISPERING CREEK DRIVE _ 4- 20 (50'PUBLICR/W) 5+00-----`-- L 0 6 9 = 9,pc'R..VAN \o\ ;l pl� Lw l z'U a ' d L.LJ U "' Q cc 30' TURNING RADIUS I I _ I I- I I I I I I I I I I IF;7�- I II I I I I 97 I I I I I NOTE: OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P2-LOS CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF GRACE POINTE DRIVE AND WHISPERING CREEK DRIVE C5w1 4 www.mcadamsco.com 650 650 McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT KOLTER LAND PARTNERS 0+00 1 +00 2+00 3+00 4+00 5+00 5+49.42 INTERSECTION OF MANTLE RIDGE DRIVE AND RAGING CREEK DRIVE M — ~----------- 1+00 I REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW 127 NCB LRLLK DRIV (50'-PUBtlC-R/W 202 THE JOHN R. ': _ �• I ;• = n : McADAMS : z - = A INC.: _ 0 62 9 :COMPANY, '�,,�',9 '•••......•••gyp �; .,9,AC'°• .... ••'O�� . OF NQ R. vptA I?;ICI �11=11 IK ID z Awl 5+49.42 I I I I I HERITAGE SUBDIVISION PHASES 11-14 OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 I I I I PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P2-LOS CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF MANTLE RIDGE DRIVE AND RAGING CREEK DRIVE C5w15 McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, INC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 650 650 640 640 3.5' i 630 630 i OF SIG T CE TER PIRDPOSEDN ROD SIGHT ALDNG EXIS ING GRADE A ON 40 VA1 CEN1 ER LINE OF IGH / — 620 620 off I 610 1 1 1 610 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+47.80 INTERSECTION OF BENT WILLOW DRIVE AND RAGING CREEK DRIVE I i I I I 121 I _ / ❑ / 1 +00 —I— F— — \ \ 0+00 F— i I CLIENT KOLTER LAND PARTNERS REVISIONS NO. DATE 1 06. 15. 2020 REVISION PER FIRST REVIEW 1 04. 20. 2020 REVISION PER 2ND REVIEW 0 U I I J z LU m %%Its 111111 \\\�111111 1/1 / THE JOHN R. McADAMS A :COMPANY, INC. _ 03 289 �% C-0293 /��'''R.� ��'F'OF `��,,, .Any �vAN�`��\\\ 4I23A I I I I I I I I — I EkGIIVv CREEK DRIVE 6+00 _ 6 .bU — — (50- PUBLIC R/W) 5+00 = — —+ — — — 4- I I \ I I202 I I HERITAGE SUBDIVISION PHASES 11-14 I I I 129 I I I OLD EVERGREEN PARKWAY TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-P2-LOS CHECKED BY SAW DRAWN BY AJB SCALE 1"=40'/1"=4' DATE 01. 17.2020 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF BENT WILLOW DRIVE AND RAGING CREEK DRIVE VICINITY MAP EROSION CONTROL LEGEND SF SF SF LID LD SILT FENCE OUTLET INLET PROTECTION na„Ill:w47MIx•lome:gym FILTER BERM CHECK DAM SILT FENCE LIMITS OF DISTURBANCE DIVERSION DITCH CONSTRUCTION ENTRANCE/EXIT SKIMMER SEDIMENT BASIN DESIGN TABLE SEDIMENT TRAP ID SB-A SB-B SB-C Qio (CFS) 101.0 cfs 38.4 cfs 27.0 cfs Bottom Length 387 ft 150 ft 125 ft Bottom Width 194 ft 75 ft 60 ft Sediment Depth 3.0 ft 2.0 ft 2.0 ft Freeboard (from Sediment Depth) 3.5 ft 1.5 ft 1.5 ft Depth to Crest of Spillway 3.0 ft 2.0 ft 2.0 ft Side Slopesl 3.OH:1V 3.OH:1V 3.OH:1V Spillway Length 16 ft 40 ft 20 ft Height of Berm 6.5Ft 3.5Ft 3.5Ft Top of Trap Length 405 ft 171 ft 146 ft Top of Trap Width 212 ft 96 ft 81 ft Storage Volume Required 40068 cf 15246 cf 10710 cf Storage Volume Prov'd. 204892 sf 25290 sf 17310 sf Sediment Surface Area Req'd 43920 sf 12490 sf 8770 sf Sediment Surface Area Prov'd 73583 sf 14090 sf 9860 sf Drainage Area (AC.) 22.26 ac 8.47 ac 5.95 ac Disturbed Area (AC.) 22.26 ac 8.47 ac 5.95 ac Trap ID Drowdown Skimmer Type(s) SB-A 3 DAYS 1 - 4 INCH SKIMMERS WITH A(N) 3.5 INCH ORIFICE SB-B 3 DAYS 1 - 2.5 INCH SKIMMERS WITH A(N) 2.5 INCH ORIFICE SB-C 3 DAYS 1 - 2.5 INCH SKIMMERS WITH A(N) 2 INCH ORIFICE GRADING LEGEND 250 MAJOR CONTOUR 252 MINOR CONTOUR _ I 1 ----'- ' I I I I I I I I __ 1 I II I I I 1 -------- 252_5 / ) 4 a w4 4 44 444444 44 444 444 1 I -_ ------ - - - - - - - MINOR CONTOUR 1 2 FOOT NOTE: PROPERTY INFORMATION BASED ON UNION COUNTY GIS % __ 250 EXISTING MAJOR CONTOUR 4`' °dq ° 444 444 44° ° 4° ° 44 ° 4 I �% 252 J 4° 4° a 4° 49a4° 44a 444 44° ° a° . 4° CONSTRUCTION AVEL L j ��' I I 1 - ---------------- EXISTING MINOR CONTOUR / 4 4 � 4 4 ° 4 a 4 4 4 4° ° 4° ��- -�- I - FLEXIBLE PIPE SLOPE DRAIN FLEXIBLE PIPE SLOPE DRAIN ID TS-All TS-A2 TS-A3 TS-B1 TS-B2 TS-B3 TS-Cl TS-C2 DRAINAGE AREA 2.57 ac 15.64 ac 2.52 ac 1.54 ac 4.55 ac 1.80 ac 3.84 ac 0.69 ac Q10* 11.7 cfs 70.9 cfs 11.4 cfs 7.0 cfs 20.6 cfs 8.2 cfs 17.4 cfs 3.1 cfs SIZE 15 in 30 in 15 in 15 in 15 in 15 in 15 in 15 in NOTE: RIP -RAP APRONS ARE TO BE PROVIDED AT THE OUTFALL OF ALL FLEXIBLE PIPE SLOPE DRAINS. CALCULATED PER NCDEQ STANDARDS. TEMPORARY DIVERSION SWALE TEMPORARY DIVERSION SWALE ID TD-Al TD-A2 TD-B1 TD-Cl DRAINAGE AREA 2.50 ac 2.07 ac 1.39 ac 3.79 ac Q10* 9.8 cfs 8.1 cfs 5.5 cfs 14.9 cfs LONGITUDINAL SLOPE 2.11 % 1.69 % 2.55 % 3.26 % PARCEL DEED OWNER 1 07120006A 3807-111 RUTH MANUS TRUSTEE 2 07120006B 437-417 CHARLES MAX SASSER & SHEILA SASSER 3 07120015 611-259 LARRY W. HELMS & PATRICIA A. HELMS 4 07120010 372-926 GEORGE NEAL MEDLIN & KATHY M. MEDLIN 5 07123213 5271-844 ANNISTON GROVE SUBDIVISION F I I ° a 4t�p ° 4 ° 44a 4 444 4 44 44a 444 -4 4 ENTRANCE/EXIfi (� - �� AB MOORE JR. DRIVE I 1 41 44 °44 44 °4 °°4 � - - -� (PUBLIC R/W) 11 \l 441a4 bad° °4° 444 °44 °4° °° '� `5 I I 1 4�4 444aaaa4-444444�444 I / ', I � .. + .._. 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SHOULD BE INSTALLED FOR ALL SWALES TO PROVIDE CHANNEL STABILIZATION. ` \ \ �, \, \\ ^\ �� _ ) 4 9'4 TR fA�Y� ° , ' --� \\ „ - 1 �\ - 4 a 4 ° a L °4� - / 4 a-- - V 4 a a ALL OTHER DIVERSION SWALES NOT SHOWN IN TABLE SHALL HAVE A DEPTH OF 1 F7. 1, \\� 1- 4 4 -' ,�- \ \ - // / / -� ° 4 4 °I-A0 TY B T�. ° ° ° ° - : \-- � ` �-- -` ` \ , I �/ %) \\ \� \\ ` 44 �` P4 °4$\ ° ) / 4 d �� - \� , ,_ 444a' 4 a "ra4 44 4a a j 3\� a�\ `1-\,--, s /�i \ -J\- 4 d a21. 44,1 a c .�� _� \ 1 44 4 4 4 ° d C44 4 4 4_ a yam• = 1 \ °s \ // \ \ a )4 IV � 'ail / I u�- � '� sow - i i �j / a 4 4 4 4 �g 4 a Ni��, ` ,_ a -� '� \ � `\ // // / / / / \ �l Q 4 ° ° 4 I \ \ ° 4 41q e 4 < �`✓ \+ / / 44 _ �S`'' / 4�°�d�t- ° 4j1°44 444 °44°4�Q°4 C�� °4 44 i�+��\ \ �n J %/ /i 1 A4A�p \�\ �a4 4� �244 < .�� \�' \I- 1\\\ \\ ( - ad �° �� fi / °° 4° 1 4 4° 44 4° 4 ° 4° ° 4° - ° °� 4 - __ 1 �� \ , % � r�/- - - - 4r4 � \ \ a 4 4 \ I I , 4 4 i 4 4 4`+A 4 4 4 -= d- 4 �� a L \ /J/ / i ) 4 4 4 -� \ I 4 4 \ \ \_ \1 4 44g44 44�4�4� --� i 4 44� 44'Q4�444°44°44 444 4 8S °4 4 ° d °4 \=\ \ 1i// //i i - ° 44 4a°J4d� 14 °4 °4 �14 ` ��\ - ` \\\\\\� \ \ 44 s� a4� Q44444�4� 4 4 Q° 4° d444444 4)-4° 44° 44° 44- 44 ° 4d�aa�4 ° 444 4IQ 4 � 4 - Q4 4° 114°�4-�4 ° ° 4 a �\ �\\ \ \ _ //i//�J / 4 4 4 4- °�4 °4 1 \ \ 1144 4 44 4 4� ° ° DISTURBED AREA=43.00AC. \ \ \\ (<d° -/a -° - 4 ° �44p�a4 a \ \\�J / ,�a4 44 -�° d4q Q4 . \ °4 4 °4 a°< �` �\ / : ti\\\\�\\ \ 1` to°� ° 4 4444°44� dQ�d�;t-44, 4 Q �-- 44, a° 444°44444° ° 4° ° 4° °° ° 4 4 °° ° ° ° ° 44 4 a�� 4 4) 4� 4 °4 \ / a 4 �- 4 �d 4 4 ° ��tl 4 \ \�F 4 4 4 aP a ° ° a [ d- SICY FENCE CUTL€T' 4 4 4 ° 4 �4 4 4 4 4, � `� _ - ° a 4 4 a \ \ \ \ /� \ \\ \ \\ � \ 4 4 �-6 ° 444 44 ' a/ Att LOW PAINTS (TY ° 4 ° a 4 a� 4� 4 4 .6 4� g ��4, 4 4 4 4 _�4 42r 4�4 \ `\ � // a� 4� 44 44 a °� _, a 4 St- �� \ �d 4 4 4 4 \ \ \ \ \ \ ?\ \ 4 4 a 4 421 4 4 a a `b a4 �4 a 4__Z 'dip 4�i ° a 4 4 ° a 4 ° ° �1 e _ �_. \, 144 4 4 4 4 4 �^ a 4 4 a 4^ '�,4 4 4 � 4 -4� 4 °'a �� 44 4444 A4 Q�,°�I � 4 4 \ 1 \ \ \ '\\ / -1 4 ° . _ 4 j - -- \ f �, N 174f��N Rp b ° ° 4 4 L N�jTRJ19 cod �� ° ° 4� � 'YT �� 4 4 4 TV i I S�� w what's below.SEE SHEET C0.00 FOR STAGE I CONSTRUCTION SEQUENCE / I /) \ + \ 1 y 1 `\\ti\ \ \\ \\` 4 4 ��/ / ^ \ / / \ -_ a 4 4 a 4a`�� - a 44 4 a_ a, .% 4�a � ° +-- , �__ /)�\\ \\ 1 11)\\~ \�-_1 4C _i „/ �\ ` =� �/ `.-� ` \ (DB 1989 G�44�44°444°44 4_Ca ^ 44r° a- 44 4a °a 4a�4A -I� 11- I _� - _ __ \ --_- �--( B 3429 PG 38) �d 4 4 4 Cal I before you dig. war o/ )I \\ � I s; ; /)>� ((��//;;' _ _ ;,�- / �� \ � - \ _ °��F7- _ -- , _----� A FLOr - /' �i- _� \ .J /f%l,/�J��//�� i4a°Q�b4 \ I- /- ^� _` �✓--\ ��__�___ _� c - = - � _-// � - \_ �, �/ II CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. SEE VICINITY MAP FOR INFORMATION - REGARDING ADJACENT PROPERTIES ALONG THE SOUTHWEST PROPERTY LINE Val GRAPHIC SCALE 0 50 100 200 1 inch = 100 ft. McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOL.'ER LAND PARTNERS Z J LU p >-U = a>- LLJ J - � cn LU- �:Or1 - IQo00 � (V QVIIIIIIIIIIIIIIIa- Z LU a z ::) A LU J = VAW wco� Cr (ALLJ =a -J Or- U ( 9 Q = LU > �-- z = 0 a LUo z IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 z cc _j IL O LLI z = �: 0 --. -(\ CARD I',. 1. : ... *.....4, / v00 r 1. THE JOHN R. •: 0 McADAMS z E � ? COMPANY, INC. ? �o C-0293 :'�� : � % , L ••... �c- . .,�"q; F OF .A�,,,-�. ��1 n 1 n11•%, \\`\�\11I11111/ ///'//, \\\ � S -k9 -- •� t ��' 6 89 ,.j Nek�.I NE•'_*" * ••Na\,,<�//////R\\\\\- 01111110 REVISIONS NO. DATE 11 09.25.2020 REMifrFOLffiTRtWFIN91BREMEAGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-OAEC1 CHECKED BY MVD DRAWN BY AJB SCALE 1"=100' DATE 01. 17. 2020 SHEET OVERALL EROSION CONTROL PLAN STAGE 6e00 VICINITY MAP EROSION CONTROL LEGEND -I11IIII1I, SILT FENCE OUTLET 0 INLET PROTECTION —SF—SF—SF— SILT FENCE LD LD LIMITS OF DISTURBANCE GRADING LEGEND 0 FLARED END SECTION U ENDWALL SECTION CATCH BASIN DROP INLET ■ STORM SERVICE INLET • STORM SERVICE ROOF -DRAIN O JUNCTION BOX DRAINAGE FLOW ARROW r.. LINE BREAK SYMBOL STORM DRAINAGE 250 MAJOR CONTOUR 252 MINOR CONTOUR ____ 250 EXISTING MAJOR CONTOUR _______252 EXISTING MINOR CONTOUR — EASEMENT LINE DISTURBED AREA = 43.00 AC. SEE SHEET C0.00 FOR STAGE II CONSTRUCTION SEQUENCE iw what's below. Cal I before you dig. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. I 1 I II I � v4-•°4°4 � I -�- I , v-47''44444°4444 -_-- NOTE: PROPERTY INFORMATION BASED ON UNION COUNTY GIS 4 ° 4 ° 4 4° 4 ° 4 ° 44 4 4° 4 4° 4 , 1------ I 4 4 4 44444444 44 44 4 44 44 y�°,,rL 444 444 4 4° 4 4° 4 44 TEMPORARY GRAVEL II /� 4 4 4 44 44 4 4 44 4 44 44 44 4 CONSTRUCTION \' r 4 1@ 4 4 4 4 444 4 4 44 4 4 4 4< ENTRANCE/EXIfij5ni F I I 4 4�° °d44444°44°44444444—T— AB MOORE JR. DRIVE 1 1 4 �4 44 — 1 4 ° 4°444444444°°44444` (PUBLIC R/W) 1 1 44 444444444°44444° I , .., • ... 1 44 44 44 °4 °4: M M ICEI MILL CR$EK 4 4 4 4 ° 4 44 ° 4° ° 44 44 �4 44444 4 44 O — 4E 44 4- 41�\ 4 4 a ' 4 4 - �\� \ _ _ PA R KWAY I ' I HERITAGE SUBDIVISION 'NcO� 4 4° 4 1\\\ 1 // �� — I I I PHASE 6 �—�M `, 1 \I\III11 4 4 4, ` .� 4 44 M J \ \\ \I,\ll 44 j / ° 4 i l// r 15 /E POWER RIGHT OF WAY I M \ Ill I kT;jp ( /222, PG115) a 4 a° 4 0\yRT / HERITAGE SUBDIVISION II II I' II 4 \ /% PHASE 9 1 I N/F �i co f f / L 1/ I (IL4D gPgl T> (Ilf�f r1\\ 4 i \: a ° 4�4 'd \\ �( S\MT. (T`voy - J ` ((\ III III `\\\\\ %'� 4 '\ ��,��\\`\ ABBIE EILEEN MOORE PITT /� 1 I \ 1 ( \ I 1 \ ': sy X 4 a L \ 4 ° \ \\�\\\\\ \\ l` DB 492 PG 430 J� �. \ ° 4 \\ 061-38-072 ^ a Q J — / 1 ( ) ( �, I `� 1 \ \\ �\ \i < 4 9 a 4\44 21 \\�\\\ ram\ r`� ` 1 \ / / /✓ "' / /� E CE HDJA �� ° �`� 4444 \\ \\��\\\\ \\\ `44 StRI I I i> ) �� \ \�'� °4 4 ��\\\\\� \\\\\\ 11 I IIHERITAGE SUBDIVISION J MOORE FARM' OA J �--�/ �,� I) J \ \\�� ° a� 4 -� , I I PHASE 8 ( 00PI�6LI�R0"_- /� / J/ r/� �s \ )))\1 4�ca�'aa °a°4 \ \ °� 4 4 �'l�`\\\\ 11 \ ( / / / /� ) /� /I) 4�4 444444 '�C. \ \ 4 �I I I O I D_ . 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ROGt TIC Kl I \�, i 1 t ti e�°4� Quay �.:� 4 °44��yb�4°\�4 °.°i 4z4 / /�� °4 ° `-"54°A 4 441-4°° dAp 44"°° 4C 44 4 4° 6 44 44 4° 4 �S 4 ° 4 4 �4V 4 4LOW POIAI q4 4 4 d 4 4 ° 44 i 4 q A 4 4 o- 4 4 4 4�1 4 4 4 4 4 4 4 4 °�4 a'�-4 4 4 4 4 4 4��p�°a 44°44�4� �4 Q ° Q 444444 444 44 444 44 4�4-4�d-4d °4 444 4. 444444 �_ 4 44 \ — 4 4 4 4 \4 44 4n 4444444.q��d 9�4 4�� /4 n 44 �� {<F��Wq� 44 44444 d�4�44a �a4-d SA 4 �44Q 444 4 d- 444°4a 44 I� \\, �!I 4 444P44 d 4� ¢4 4 /, 4 �'4 4 4 4 1 4 4 4 4 4 4 4 4 4 4 / 4 4 I�1�CiREENWAY �4 ° r ,A \ \-11 4 4 ° 4 < 4 4 4 4 4 4 4 ° 4 4 4.p� ° ° 4� g� 4 0' GREEN 4° 4 tl "II 4 4 4 ^ 4 �ENC^%�i 4 4 ° 4 ° 4 C�'4 VIS MINE 4 ° 4 ° 4 6 "�1 4��° " 4 — //// 4�4 4 d Q ° 4 4 \ �d4 44 4 4° ° 44 44 4 44 4.4 4� "dam C \� �_ 4e44 44 4 4 (4 -44-4/1 �'d / \. • t 4 4 FE1�LI�E °( T° 4 4 - ;�.� Lvw EQIN\S (TY 4 / 4 ° a ° a�`n °,o 4 ~ ° 44 4 -� �4 4 4 °° ° 4}" \A �4`44�a�d�Q 4 4CMA FLOG \ \ \ \\ \, \ \ / `� \ 4 -�- /, J _\_ li \ y — �� Ad .444 4jj 4`4aa�4- A-A� �� EXIS�TIrv�c�� 4van.4� .4A4 44 �- ° 4 4Z1 4 4 '� a SEWE MP 4 ti9 �< \� 1-_- I\� \\ \ 4 4 4 4 4al� �° - R4�T4 4 ° 4 _ _ �° 4- - - ,44\i4� 4 a _ a . _ _ --tea 4 44�!'sX i\ / / _-1\ _ _!-�c = _ SEE VICINITY MAP FOR INFORMATION REGARDING ADJACENT PROPERTIES ALONG THE SOUTHWEST PROPERTY LINE GRAPHIC SCALE 0 50 100 200 1 inch = 100 ft. PARCEL DEED OWNER 1 07120006A 3807-111 RUTH MANUS TRUSTEE 2 07120006B 437-417 CHARLES MAX SASSER & SHEILA SASSER 3 07120015 611-259 LARRY W. HELMS & PATRICIA A. HELMS 4 07120010 372-926 GEORGE NEAL MEDLIN & KATHY M. MEDLIN 5 107123213 5271-844 IANNISTON GROVE SUBDIVISION 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOL.'ER LAND PARTNERS Z J W p �U 2 W W O�1 Q LL 0 00 (V — Q a- z W a z L,L,I J J (A LLI co � LLJVl a J U Q = w > z 0 � w o z 0 z LL O LLImc z 0 CARD *THE JOHN R. % r�i McADAMS z = ? COMPANY, INC. C-0293 .•'IV�: ',,,OF NO ��n�.... C 3 289 = R. VAN v r,�lllll�� i3IZ, REVISIONS NO. DATE 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-OAEC2 CHECKED BY MVD DRAWN BY AJB SCALE 1"=100' DATE 01. 17. 2020 SHEET OVERALL EROSION CONTROL PLAN STAGE II 6e0l 'J GENERAL. NOTES: F�1• 12" FRAME, GRATE g HOOD DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN n BACK OF CURB 1. MORTAR JOINTS 1/2" +/- 1/8" THICK McADAMS D. 20.02A 2, ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. DIMENSIONS OF BOX AND PIPE REINFORCING CUBIC YARDS OF BRICK MASONRY t-3/8" .� / X COVER 3'-7' � �Lr I 3 4'2• 3.PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY TOWN ENGINEER, PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL CONCRETE IN BOX H1 - P I P 4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS D A B C G MIN.H1 H2 E F NO LENGTH NO LENGTH NO LENGTH LBS. TOP SLAB FLOOR TOTAL CU. YOS. PER FT. HT.k1`■Y V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 2.09 15' 3'-0" 2'-4" - - 2-6` - - - - - - - - - - - 0.294 0.294 O.B23 0.3Z9 If ��l L �_J The John R. McAdams Company, Inc. S. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. SECTION P-P A 6. JUMBO BRICK WILL BE PERMITTED. 1B" 3'-0" 2'-4" - - 2'-10" - - - - - - - - - - - 0.294 0,294 0.933 ABOVE m UTLET H1 7. FOR 8'-0' IN HEIGHT OR LESS USE B" WALL. OVER 8'-D" IN HEIGHT USE 12' WALL TO _ _ _ _ _ _ _ _ _ _ _ _ I ^-�- 3430 Toringdon Way 24- 3'-0- 2'-4" 3'-4` - 0.294 0.522 1.306 MIN. H7 BEHIND - ,,II 6'-0" FROM TOP OF WALL, AND 8` WALL FOR THE REMAINING 6'-0 }0' 3'-0' 2'-4' }'-4' 3'-0" 3'-2" A 1'-TO- 4'-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 q.147 0.374 0.522 1.308 "�I �N Suite 110 8. FOR FRAME AND GRATE DETAIL SEE STANDARD 2.02 I I A AU��4 -��111 2_1/B",9. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE 36" 3'-0' 2'-4' 3'-10" 3'-0" 3'-B" R 2'-4" 4'-4' 4 2'-0` 4 4'-1" 3 4'-1" 49 0.187 0,415 0.602 1.870 0.329 -�-1 V�-2-1/8 IN WALL, GROUTED ANO BRUSHED SMOOTH. 42' 3'-0" 2'-4" - 4'-5" 4•-4" A Z'-1" 3°-6' 4 1'-9" 3 3'-3' 3 3'-3" 38 0.135 0.390 0.525 1.847 HZ ry SECTION N-N Charlotte NC 28277 10. WEEP HOLE 5 SHALL B£ PLACED IN BACK WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC SECTION M-M -- X O ( 48' 3'-D' Z'-4" - 5'-0" 4'-10' B 2'-B" 3'-6' 4 2'-6` 4 3'-3" 3 3'-3" 40 0.17 211 0.470 0.603 2.185 Hlfflol ljlSECTION B-B 5 CTION -L FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT 54" }'-0' 2'-4" - 5'-Y 5'-4' L }'-3" 3'-6' 4 }'-0" 6 3'-3" 3 3'-3" 48 0.211 0.470 0,680 2,553 U��phone 704. 527. 0800 PLAN SECTION X-X 11. BRCK SWEEP OHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. 41L 12. SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PLACEMENT OF CATCH BASIN. (-� S i- - 10'-0"-• Y-0"�10'-0"-�{ m fax 919. 361. 2269 E I 1 B fJ 9' 8� 3" (f4 BARS 1' 1-1/2' r PLAN K 3-°" K j ` F^ }/4 , license number: C-0293 C-187 -------------- -- EQUALLY SPACED 3-� 8 BARS 'W" 0 3' O.C. �I + 3" 8• FRAME, CRATE, h HOOD ASSEMBLY < � �- .. . STEP B" STEP R ow r----•-"'"-"_-""-- R --I I---S'-D" M it ` www.mcadamsco.com .__ - ------ -- •E � I!, � T PLAN L o _ 8" A C + 1n a I H. JJ CURB AN ONUSTEEPTTER WITH GRAES CH BASIN I A CLIENT D_ e" 0:OUTLET o H4 .,piw__ �_.-_-.USE ON FLAT GRADE 2!% AND UNDER FRAME PLAN _ L'S ��'+i,6• SLOT FOR 7" MR. MIKE KISSEL �4 BARS "u" KOLTER LAND PARTNERS LLC 3" PLAN OF TOP SLAB - - - SECTION Y-Y EQUALLY SPACE 3'-0" 3'-0" 3/4" 1/2" BOLT a i #4 BARS 'V• DEPRESSED SECTION A -A " 701 SOUTH OLIVE AVENUE END ELEVATION/SECTION J-J ' ' --{ CUTTER LANE a , SUITE 111 WHERE 30" TO 36' PIPE IS USED E 31 I �3"1 ELEVATION G N A tI I I I / SECTION J-J BAR5 V j_-1 NOTs -;moI� WEST PALM BEACH, FLORIDA 33401 ESIDE ELEVATION/SECTION M-M 7-14 UALLY SPACED �B BARS 'W" . . STANDARD CURB AND GUTTER ON LIGHT GRADES 3-1/23-1 2"WHERE 42' TD 54" PIPE IS USED 4 BARS U. 1-1/2"J NO SUBSTITUTIONS WILL BE ALLOWED SECTION K-K �E NORMAL GUTTER LINE 10• MAX. FOR TYPE "E", "F' AND "G- GRATES. R SECTION S-5 zz AND ov€a 6' 1-1 2• USE ON GRADE a +� 5-�iBRAO, J J SECTION R-R �---3 7/a"-+1 (( B M m A M- REVISIONS 707EPRESSED I 3/4"1, 1_1/2REVISIONS UTTER LINE REVISIONS 1-1/2� .�1 •1/2"".I NO. DATE DESCRIPTION I�-5._O+ NO. DATE DESCRIPTION I. -2'�� 3/4L�1 -.{ j F-q_5/8" KOLTER GATE DESCRIPTION - i F^- ELEVATION 3/4" -. -� I !t f� 1 D P 2 i T� r r �1 5 SEE SHEET 20.018 STANDARD CURB AND GUTTER ON STEEP GRADES R 1� 2. SECTION R-R L ,�1 I `� LJ I E - I f �' L- I PLAN sueoErAIL of PLAN gpPROVED DATE /rF?! �' APPROVED DATE �I/FJ Ire HOOD ELEVATION APPROVED DATE.�If�/,�rr TOWN OF INDIAN TRAIL FRAME, GRATE AND HOOD TOWN OF INDIAN TRAIL BRICK CATCH BASIN BRICK CATCH BASIN TOWN OF INDIAN TRAIL LAND DEVELOPMENT 15 THRU 54 PIPE LAND DEVELOPMENT " STD• N . V. STANDARDS " " T " R LAND DEVELOPMENT FOR USE ON STANDARD CATCH BASIN STANDARDS 1 5 THRU 54 PIPE 2 01A 2,01E STANDARDS 2.02A J LU z a-_ Q OU [- Q w DETAIL SHOWING TYPES OF GRATES TO BE USED j 2-11 3/4- LU ACCORDING TO WATER FLOW I '1 �2-]/a" BACK OF CURB , T v TYPE "G" TYPE "E" TYPE "F" � ao X iv Tr A A 1-1/2" Y _ - - 2" Y Fx ~ MINIMUM DEPTH (H1) TO BE DETERMINED BY SIZE OF OUTLET PIPE. ' O M BACK OF CURB W RRRRRRRF -------- o WATER FLOW SAG f- ^ A--• m A = 9" 8" IF I l - �2. N �-- WATER FLOW � rt MUM[ Q 7 Q 7 a B 1-1 /2 A ii A I B" ` J L I m n � ----- _e• �i ----- e" W 10x39 B � J J WATER FLOW SAG WATER FLOW-"1f"`-1-1/2" I�-1 I~7 1/2" SECTION B-B LU PLAN SECTION X-X Y Y - r 1 w O _ T SECTION A -A PLAN X coJ Q cc - TYPE "F' TYPE "E TYPE "G" TYPE - E OUTLET / ' 2' 1 1-3/4" 2' 11 -]/4- iv 0 2 RAISED FLOW P 2-3/4" •9 RAISED FLOW 2-3/a" - - 1� SECTION Y-Y rRROW 1/16" 1_1/2• ARROW 1/16" I�r1-1/2" - - - - - - - - - - HIGH HIGH I� W 10.39 Uj GENERAL NOTES: III---111 III 8• 1, TWO 4"x 4. 3/8" ANGLE IRONS MAY BE SUBSTITUTED FOR THE W10.39 BEAM. _ Q Q D O = __I L�e• 8- 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. \ z O 3. MORTAR JOINTS SHOULD BE BETWEEN 3/8" TO 5/8" THICK. 8' B B" / 0 1-1/2" :, n -B. OUTLET 4, ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH METAL STEPS GENERAL NOTES: � -1/2" ON 1'-2" CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 2.09. STEP 1, TWO 3/8"x4• ANGLE IRONS MAY BE SUBSTITUTED FOR THE W10x39 BEAM. 7--- 5, CONCRETE BRICK MAY BE USED L LIEU OF HARD COMMON CLAY BRICK. - 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH, _ I JUMBO BRICK WILL BE PERMITTED. W Iox39jj 3, MORTAR JOINTS SHOVER BE BETWEEN 3/8" AND 5/8" THICK. Q 6. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0- IN HEIGHT USE 12" E 4. ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED P OO OO O SECTION Y-Y WALL TO 5'-0- FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0". WITH METAL STEPS ON 1•-2" +/- CENTERS. STEPS SHALL BE Q z n - IN ACCORDANCE WITH STD. 2.09. _ 7. FOR FRAME AND GRATE DETAIL SEE STANDARD 2.02. = B" S. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK, 1-1/2" 1-3/4' 1_1/2• 1-3/4" B. ALL PIPE IN STORM GRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE B JUMBO BRICK WILL BE PERMITTED. J R INSIDE WALL, GROUTED AND BRUSHED SMOOTH. 1 -1/2•ZI 6. FOR B"-0" IN HEIGHT OR LESS USE B" WALL, OVER 8'-0"OO9. WEEP (O E) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING3/t6pIMENSIONS OF BOX AND PIPE CIN 8" W USE 12',USE 12'EM NAIL 6' 6'-0' FROM TOP OF WALL,OF 1 ONE CUBIC FOOT OF NUMBER 7BM STONE CONTAINED IN A BAG OF3/161/8" R � ( ) AND 8" WALL FOR THE REMAINING 6STAN 2 11-3/4" .' /B• 2 11-3/4' PIPE SPAN WIDTH HEIGHT W 10 POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE. �o 9 _ -- 7. FOR FRAME AND CRATE DETAIL SEE STANDARD 2.02. �' 7/8 0 A B MIN, H LENGTH 10. SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PLACEMENT OF CATCH BASIN, r B. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE i-1/2' 1-3/a" 7/B-' t-1/2" 1-3/4' I INSIDE WALL, GROUTED AND BRUSHED SMOOTH. i/B 75' 3'-0' 2'-4' 2'-6" 2'-10" 9. WEEP HOLES) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING 1-1/2'•+I� 1-1/2• 18" 3'-0' 2'-4' 2'-10' 2'-10' OF 1 (ONE) CUBIC FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF ll 24" 3'-0" 2'-4' 3'-4" 2'-10" - SECTION X-X POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE, O REVISIONS REVISIONS REVISIONS 10. SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PLACEMENT OF CATCH BASIN. NO. DATE DESCRIPTION SECTION A -A SECTION A -A NO. DATE DESCRIPTION NO. DATE DESCRIPTION TYPE - F TYPE - G APPROVED DATE APPROVED DATE APPROVED DATE TOWN OF INDIAN TRAIL FRAME, GRATE AND HOOD TOWN OF INDIAN TRIAL TOWN OF INDIAN TRAIL LAND DEVELOPMENT FOR USE ON STANDARD CATCH BASIN " LAND DEVELOPMENT BRICK DOUBLE CATCH BASIN LAND DEVELOPMENT BRICK DOUBLE CATCH BASIN STANDARDS 2.02E STANDARDS 15 THRU 24 PIPE T " 2.03 STANDARDS 30 THRU 3 6 PIPE 2.04A R N CARp4%,� r THE JOHN R. i = n ' MCADAMSM. z = = :COMPANY, INC. T C-0293 OF E /a BARS 'A" 9FNrRAL NOTES COVER h FRAME STD. 2.08 1. ALL EXPOSED CONCRETE TO BE CHAMFERED 1" FINISHED GRADE ELEVATION 3 SPACED 6" O.C. 2. ALL CONCRETE TO BE 3600 P.S.I_T \\ �! % v 15" THRU 24" PIPE 30" THRU 36' PIPE 3. ALL EXPOSED JOINTS SHALL BE CONCAVE TOOLED. �� -o r' O 4. MORTAR JOINTS SHOULD BE BETWEEN 3/8' AND -lam DIMENSIONS OF BOX AND PIPE DIMENSIONS OF BOX AND PIPE COVER TOP SLAB REINFORCMENT p"°• 1 5/8" THICK, Q PIPE SPAN WIDTH WIDTH HEIGHT HEIGHT W 10 PIPE SPAN WIDTH WIDTH HEIGHT HEIGHT W 10 DIMENSION BARS - U BARS - V BARS - W TOT. 6" o ••• ___ _ 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD L -y . D A 6 C MIN. H H2 LENGTH D A B C MIN. H H2 LENGTH E F N0. LENGTH NO. LENGTH NO. LENGTH LBS. X x COMMON CLAY BRICK. JUMBO BRICK WILL 7., .• 19" 3'-0" 2'-6" - 2'-10" 30" 3'_0. 2'-4' Y-4• 3'-2' VAR. 4'-0' '-10 a'-4" 4 1'-6" 3 d'-1' 3 4'-1" a5 j 1/2• BE PERMITTED. 3'-0" - v 18" 3•-0' 2'-4" - 2'-1D" - 2'-10" 36" X-O" 2'-4" 3'-10 3'--- VAR. 4'-6" 2'-4' 4'-4' 4 2'-0' 4 4'-1' 3 4'-1' 49 I 1 1 6. FOR 8'-0" IN HEIGHT OR LESS USE B" WALL. OVER m 24" 3'-0' 3'-4" - 2•-10" R B'-O" IN HEIGHT USE 12" WALL TO 6'-0' FROM TOP 3'-6' 3 289 ` O OF WALL AND 8" WALL FOR THE REMAINING 6'-0". SPRING STEP 1"-Z' I I 7. ALL JUNCTION BOXES OVER 3'-6" IN DEPTH SHALL LINE 12 12" a 1O BE PROVIDED WITH STEPS V-2" ON CENTERS. STEPS 4•-0" • ^ w I I SHALL BE IN ACCORDANCE WITH STD. 2.09. MANHOLE "J�••'•. u N. OPENING TO ALIGN WITH STEPS. GENERAL NOTES: / •••'•'••• I^ •. a 1/2' OF E-1 B. DETAIL OF PIPE IN CONCRETE SHALL BE IN 6" I^ I 1 ACCORDANCE WITH STD. 2.03. X x 1. ALL MORTAR JOINTS TO BE 112' (+/-) 1/8' //R, vmA \\\\ ti 9. FOR FRAME AND COVER DETAIL SEE STD. NO. 2.08 I 2. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED. /7111I I I I111\ I /Ii �11 I 10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE II' r44 Y L_ - - - - J STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND . I O D 3. ALL SLABS SHALL BE FORMED. jl REVISIONS No PLAN O BRUSHED SMOOTH. ^ L 4. ALL CONCRETE TO B€ 3600 P.S.I. COMPRESSIVE CD C 11. KEEP HOLES SHALL BE PLACED IN BACK WALL. FRAME ONB COVER OF NUMBER IBM STONE CONTAINED N A UBI OF POROUS STRENGTH. n, N A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC FOOT PLAN OF COVER 5. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE H4 BARS "U" \r 1/2' OF E a F i FABRIC SHALL BE PLACED AT EACH WEEP HOLE.' 4' STRUCK EVEN WITH THE INSIDE WALL, 3 E EQUALLY SPACE 1 �- q 12. ALL SLABS SHALL BE FORMED. 6, 2'-1D" 5 16.•° 2 -10• GROUTED AND BRUSHED SMOOTH. NO. DATE FINISHED SURFAC L A r; pa BARS v" PART SECTION Y-Y ( 6. MANHOLES OVER 3'-6" IN DEPTH SHALL 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES I? EQUALLY SPACED %8 BARS "W' M4 BARS v" • i SECTION DN "C BE PROVIDED WITH STEPS 1'-2' ON CENTERS, 12" 12` •� SECTION D-D 7. STEPS TO BE IN ACCORDANCE WITH STD. 2D9. - DIMENSIONS OF BOX m 94 BARS "U" T---------- AND PIPE REARS B. FOR RINC AND COVER SEE DETAIL 2.08. --III[j' SEE COVER DETAIL PIPE SPAN WIDTH HEIGHT SIZE B INF.Y i • '• INLET I p MANHOLE rt t, 5-7 2" 0 A B H E F N0. LENGTH - CONC. v1 / 42' 4'-8' 4'-B" 4'-9" 6' 0" 6' 0" 22 5'-9" • PIPE 0D }r �[T I OUTLET GROUT 6`J 1- 1-1/2•�-�F� 6,J A 4B" S-O" W-O" 5'-3" 6'-4" 6'-A 24 6'-1" 3 54" V-6" 5'-6" 5'-9' 6'-10" W-10" 26 6'-7" m o SECTION Y-Y SECTION X-X-------L__ I B sa" 6'-0" s'-o" 6-3" 7'-4" 7'-4" 20 7-1" c•. . .• *' -------- 1\4' ROUT 66" 6'-6" 6'-6" 6'-9" 7'-10' 7'-10" 30 T-7" A STEPS B- GONG. 5•-B" PLAN INFORMATION U SECTION X-X p x MANHOLE FRAME TO BE SET PIPE IN 1/2" OF CEMENT MORTAR c GROUT REVISIONS B.w " PROJECT NO. KLP-19000 N0. DATE DESCRIPTION NO. DATE REVISIONSREVISIONS No. DATE R�SDESCRIPTION FILENAME KLP19000-D1 o II 1 E APPROVED DATE SECTION Y-Y e COVER DETAIL 4- s°-B°� APPROVED DATE :^� C : SECTION X-X APPROVED DATE%/��["' CHECKED BY MVD TOWN OF INDIAN TRAIL DRAWN BY AJB BRICK DOUBLE CATCH BASIN TOWN OF INDIAN TRAIL TOWN OF INDIAN TRAIL LAND DEVELOPMENT T N R BRICK JUNCTION BOX II ., STANDARDS 30 THRU 36 PIPE 2.048 LAND DEVELOPMENT „ D. N LAND DEVELOPMENT BLOCK MANHOLE 15 THRU 36 PIPE N R SCALE N/A t1 STANDARDS 42 THRU 6 6 PIPE 2 06 STANDARDS 2•07 DATE 01. 17. 2020 W C SHEET STORM DRAINAGE DETAILS C so4 DENNIS AUSTIN LAN E (PUBLIC R/W) OLD EVERGREEN PARKWAY (PUBLIC R/W) 3 v 3 0 l / REEN PARKWAY (PUBLIC R/W) \\\\\ ti \011 \1 r- r� _\ Tc PATH \ ,... = STATED ,BUFFE �� ~ \ \ I 1 �oEASUR,ED OF, F\o\` ✓ I(1 \ I ' _-- ell— _ I PHASE LINE SITE AREA 59.96 AC -A I J .I I — C ^ \ l I I l IIF K EA I 1 \ SUB 1 to SCM \ \ \ 1\111�\ \\\\� f _ \ I 1 AREA 36.53AC 1 t } \l5 \ I Tc ASSUMED = 5 MIN. , / 1 ( �iJ) II 1 \ \ 1 I� \ I 1 F I �� `� •'..� 1 1 ll 1) 1 1 \ � I I \� � � \ � 11 � �►, I; L_— - \ ) --- -- - -- -- r � � - - � 'I r � y 1 S �•�: � � ��/ I 1 1 � ; y � 1 \ J) UNANALYZED —� r �.,' 1 \ �� - / / / _( J ► ) , I I __--_ AREA=1.36 AC I� ,)LI \`� ` \�� \ \ — I c,\ \ 1 \ 1 \n�` J / 1 /n _ _ l `\ J/II✓ `I I �I PRINCE MILL CREEK N SURFACE WATER \ AREA=45,7981 F OR 1.05 AC I — SUB 1 to BypaSS �� -- \ AREA =22.07AC S'1 SS SS SS \\1�0 SS 30VEY�E\ E^ � ` /i/% /// � ` ✓ o —��8$ �� 1 \ �\ _/�/ — — — 1L v — J I \ (MEASi_.OFF\ \� L I 1 f / ` \ ` =� �— (/ / is S. 7 J Q / �f` _ /i �� i ✓ �� — TOP OtHANP') ^ `\ \ ��\ � \ 1 / ✓ — — — �\\\��\ �, i �c� ��„-7'3assSS Nunn �►��i\r\ \ \ \ \ \il%M\ , — \ , Reds ii !�► , — —' _ - �� 7 s 1 s1uRA�ER / l L1f/Oll \ �l )////// >1/ TOP of BANK v `�Qo 30�-VEGETATES BU FEi� DAVIS-If ffE C•{ivinSURED OFF 10 SURFACE WATER TOP OF BANK AREA=56,993 SF OR1.31AC I I AB MOORE JR. DRIVE (PUBLIC R/W) J IMPERVIOUS AREA GRAPHIC SCALE o 50 100 200 1 inch = 100 ft. 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOL.'ER LAND PARTNERS Z J w O 2 U aw — � w L �Qo00 LL (V — Q Ica rl Z w a z LU J J (A LLI co � LLIVl a J U Q = w > z O � w o z C) z J w O LLI z O CARO THE JOHN R. = n McADAMS Z = = !COMPANY, INC. C-0293 .•'��: N 0/ 1. 3 289 _ IVAN\\\\��. AI 1�I Z I REVISIONS NO. DATE 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000 - Post CHECKED BY MVD DRAWN BY AJB SCALE 1"=100' DATE 01. 17. 2020 SHEET POST DEVELOPMENT HYDROLOGY MAP C960 4 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOL.'ER LAND PARTNERS Z J W Q OU Qw J — LU W - Q LL O 0 N — Q Z W a z LU J J (A LLILU co � W Vl a J <_ U Q = w > z O w o z � z J LL O LLI z O REVISIONS NO. DATE 1 06. 05. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-LS CHECKED BY ANL DRAWN BY ANL SCALE 1"=100' DATE 01. 17. 2020 SHEET CODE LANDSCAPE PLAN L5e00 TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL DRAINED SOIL, UP TO 4 INCHES ABOVE GRADE IN POORLY DRAINED SOILS DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT, IF STAKING IS NECESSARY, USE TWO OPPOSING STAKES WITH SEPARATE FLEXIBLE TIES. REMOVE STAKING AT END OF FIRST GROWING SEASON. 4" (10 CM) RAISED RING OF SOIL WIDTH OF PLANTING TO DIRECT WATER INTO ROOT BALL HOLE IS 3 TIMES ESPECIALLY IMPORTANT IF TOP OF ROOT BALL DIAMETER ROOT BALL IS RAISED ABOVE GRADE, IN HIGHLY COMPACTED OR CLAY SOIL; 2 TIMES THE ROOT 4" PINE STRAW; DO NOT PLACE BALL DIAMETER MINIMUM MULCH IN CONTACT WITH TREE TRUNK. IN ALL OTHERS, FINISH GRADE IIIIIIIIIIII1 I o m� I IITI-ITIIII=III= - DIG WIDE PANTING HOLE WITH 11 11 1 11 1 11 I I � � o I I I -III -III -I I �- i--- i II �J-=ITIITIIi TAPERED SIDES CUT BURLAP, ROPE AND WIRE 11 1 r ° ITIITI1'' _ -II=III=III- 4"-6"DEEPER THAN ROOT BALL BASKET AWAY FROM TOP AND �IIII�IIII�I=III- =III=III= -%ITI-ITi- � I=ITI iI=ITI=I =ITI _ - FOR LOWERED PLANTING HOLE SIDES OF ROOT BALL. Illlll lllIIIIII-I II=III IIIIIIIIII_ IIIIIII AS NEEDED WITH POOR DRAINAGE. IIIIII-III 1==1 1=1 I- 1=1 1=1 1=1 1=1 I- =1 =1 1=1-III-I '� 11 I IIIII 1 11 I I I 1 11 1 11 I I 1 11 I IIIIIIII 1 11 I I I 1 11 I =1 I II 11=1 11=1' ' ITI-ITI I -III I I I ITI ITI I I ITI ff± _ EXTEND STAKES INTO UNDISTURBED SOIL SET BALL ON UNDISTURBED SOIL =__-_ I I-1 I I-1 I I-1 I I=1 I I=1 I I=1 11= I=1 -1 I I1 11- TO PREVENT SETTLING PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE; ALLOW REST OF BACKEILL TO SETTLE NATURALLY, OR TAMP LIGHTLY. NOTES: 1. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER, BREAKING DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDES, 2. AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING, OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. 3. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4"-6" (10-15 CM) OVER THE ENTIRE AREA. 4. DO NOT WRAP TRUNK; MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD 5. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 6. DURING THE DESIGN PHASE, CONFIRM THAT WATER DRAINS OUT OF THE SOIL; DESIGN ALTERNATIVE DRAINAGE SYSTEMS AS REQUIRED. 7, BEFORE PLANTING, ADD 3"4" (710 CM) OF WELL COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO 6" (15 CM) OF PREPARED SOIL. ADD COMPOST AT 2035% BY VOLUME TO BACKEILL. 8. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 1 TREE INSTALLATION 1 SCALE: NTS SET TRUNK PLUMB WOOD STAKE GROUND ANCHOR DRIVEN INTO SUBGRADE COMPACT PLANT MIX TO PREVENT SETTLING LOOSEN SUBGRADE AND REMOVE IMPERVIOUS DEBRIS NOTES: 1. EVERGREEN TREES 2" CAL. OR SMALLER TO BE STAKED. 2. STAKING BASIS OF DESIGN PRODUCT: ARBORTIE OR APPROVED EQUAL. 3. STAKING TO BE REMOVED AFTER 2 GROWING SEASONS PER MANUFACTURER'S SPECIFICATIONS. 4. PROVIDE WATER CRYSTALS PER MANUFACTURER'S RECOMMENDATIONS FOR PINE TREES. t3 EVERGREEN INSTALLATION Know what's below. Cal I before you dig. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 120° TYP. E 1 ODE LANDSCAPE NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF INDIAN TRAIL, VILLAGE OF WESLEY CHAPEL AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. 3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE BEGINNING DEMOLITION OR INSTALLATION. 4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO INSTALLATION. 5. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6. THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS, GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING PLANS. 7. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 8. CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 9. LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 10. ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK, BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT. 11. ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER. 12. PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE. ANY CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING JURISDICTION PRIOR TO ANY HOLE BEING DUG. 13. CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD OF NOT SPECIFICALLY SHOWN ON PLANS. 14. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS. 15. PROPOSED TREES TO BE PLANTED A MINIMUM OF 10 FEET FROM ANY LIGHT POLE AS MEASURED FROM TRUNK OF THE TREE TO THE POLE. 16. PROPOSED TREES TO BE PLANTED A MINIMUM OF 5 FEET FROM ANY FIRE HYDRANT AS MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT. 17. CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL AMENDMENT REQUIREMENTS UNLESS WAIVED BY OWNER'S REPRESENTATIVE. CONTRACTOR SHALL ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS. 18. TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN DIAMETER OR LENGTH AND SHALL NOT CONTAIN SLAG, CINDERS, STONES, LUMPS OF SOIL, STICKS, ROOTS, TRASH, OR OTHER EXTRANEOUS MATERIAL. 19. LOOSEN SUBGRADE / SURFACE SOIL TO A MINIMUM DEPTH OF 6 INCHES. APPLY SOIL AMENDMENTS AND FERTILIZERS AS REQUIRED BY THE SOIL TEST RESULTS TO ACHIEVE A HEALTHY GROWING MEDIA AND MIX THOROUGHLY INTO TOP 4 INCHES OF SOIL. SPREAD PLANTING SOIL MIX TO A DEPTH OF 6 INCHES BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. 20. IF IMPORTED TOPSOIL IS REQUIRED, THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A DEPTH OF AT LEAST 6 INCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL. FOLLOWING INSTALLATION OF IMPORTED TOPSOIL, THE TOPSOIL SHALL BE TILLED TO INTEGRATE THE SOIL PROFILES. 21. PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS. PLANT MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE CONTRACTOR BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF SO DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 22. ALL MULCH TO BE PINE STRAW PER REQUIREMENTS OF THE OFFICE PARK. 23. ALL TREE PLANTINGS SHALL BE MULCHED TO A DEPTH OF 3 INCHES, AND WITH A MINIMUM 3 FOOT RADIUS FROM BASE OF TREE OR TO DRIPLINE. MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE. MULCH SHALL NOT COVER THE ROOT FLARE. CONFIRM MULCH SPECIFICATIONS WITH OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 23. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND -TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING OF EXTERIOR PLANTS DURING DELIVERY. DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND HANDLING. 24. DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IMMEDIATELY AFTER UNLOADING, STAND THE TREES UP TO REDUCE THE RISK OF SUN SCALD. PROPERLY STAGED TREES ARE STANDING, UNTIED AND SPACED. UNLESS IMMEDIATELY INSTALLED, SET EXTERIOR PLANTS AND TREES IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 25. SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS. 26. EXCAVATE EDGES OF ALL PLANTING BEDS TO 2 INCH DEPTH TO FORM A NEAT AND CRISP DEFINITION. 27. CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL PLANTING AREAS PRIOR TO INSTALLATION. 28. REMOVE ARBORTIE GUYS AND STAKES AT END OF WARRANTY PERIOD OR ESTABLISHMENT. 29. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. 30. ALL MULCH TO BE PINE STRAW PER BALLANTYNE CORPORATE PARK STANDARDS. 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOLTER LAND PARTNERS zCL J LU Q O Q W J - LU W - Q LL O 0 N - Q z W Q z LU J J VAWwc� co or W Vl a <_ U Q = LU > z O w o z � z J Li O W z O REVISIONS NO. DATE 1 06. 05. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-LS CHECKED BY ANL DRAWN BY ANL SCALE 1"=100' DATE 01. 17. 2020 SHEET DETAILS + CALCULATIONS L5e0l