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HomeMy WebLinkAboutNCC220854_Site Plan or Location Map_20220222PROFILE - PUBLIC SEWER ALIGNMENT SCALE: 1"=40' H & 1"=4' V MO • 575 570 I•�•2� 560 555 O a fi O fi U g O O w U w J ❑ J G) W � ❑ c Uj CV p C3?C"i [1 lal iIl' LO a [1 > L(7 (0n 0 x a= 7 NON Cf) �nN 2h ' 00 2 cq= � U) O � CN9 BUJ �XLo wZ 2 CV W [1 N r?coN O� CN 2n Z� ;maJ❑ r � � u-) 0 (n m > 0_ cD W LL oa Qcn m cl) w" rn rn ❑ Cn D_ � z 0 _ cD c� 0 fl J _ � [l W cy N z f W Z �0 } Q '�O � O 2 NN [J CO— oI LS7c0 N�0_ [1 NL-Z Z ❑ O [� 1) 0_� [l [D W �❑ ¢�_> >O a cn�? Zo �cqcco m�z H LL UJ r� w CIJ u] =O^� O ❑ (DI`-(0u ��o cfl r�ZZ07=OD a u)IYzz zz �oW (IJ 7 CO J a Ln? O} O Q d 4 ��Z�� C~I7�zzd CZ po p a U) z z z z z — — — m m M co 00 ,�, � LL d > z z r FRAME BE WATERTIGHT. AND COVER TO Q a x> O w W a O t N Z O } SSMH TO BE LINED WITH FRAME AND COVER TC WITH A VENT TWO {2j a w ¢ � z z KOPPERS 300M OR EQUIVALENT FLOOD ELEVATION. rn 0) LO ❑ d - - FRAME AND COVER TO BITUMINOUS COAL TAR PAINT co O PER CITY OF CONCORD/ WSACC C> U5 O 0 "• J BE WATERTIGHT. SPECIFICATIONS- rr7 G] a o — Ln F LL +4 � z p } 100 YR FLOOD ELEVATION EX. GRADE AT 0 cL » o OF PROPOSED SE ER. MANHOLE GRATE AND COVER 2' I � ABOVE 100 YR FLOOD ELEVATION. 2" POWER 6" WATER 8" SEWER I ALI THEORETICAL 1:1 I 5' MANHOLE I I I I THEORETICAL 1:1 EXCAVAOT pNl IMIT5 1 I I EXCAVATION LIMITS. / I I EXCAVATION LIMITS. / THEORETICAL 21 ' I THEORETICAL 1:1 EXCAVATION LIMITS. , THEORETICAL EXCAVATION LIMIT. 2 1 I I EXCAVATION LIMITS. 200.00 LF OF 12" DIP @ 0,360A I VON 200.00 LF OF 12"DIP @ 0,30% ' 194.09 LF OF 12" DIP @ 0.30% 74.72 LF OF 12" PVC @ 0.30% ' I _ THEORETICAL EXCAVATION LI - - 169.80 LF OF 12" PVC @ 0.31 % I 46.16 LF OF 12" PVC @ 0.30% PROP. 12.5'(W)x30"(L)x15'[D} BORE PROP. 30'(W)x25'(L)x16'(D) BORE/ PIT I I I RECEIVING PIT PROP. 8'(W)x10'(L)x11.5'[C PROP, 8'[VV}x10'{LJx10.5'(D) RECEIVING PIT. 174.0 LF OF 36" [T=.5625"). SPIDERS STAINLESS TO BE ADVANCED STEEL CARRIER PRODUCTS PIPE 183.0 (T-.5625"). LF OF 36" SPIDERS STAINLESS TO BE STEEL ADVANCED CARRIER PIPE PRODUCTS & & 183.0 LF OF 36" STAINLESS STEEL CARRIER PIPE SYSTEMS, LLC MODEL SSI OR EQUAL SYSTEMS, LLC MODEL SSI OR EQUAL (T=.5625'). SPIDERS TO SYSTEMS, BE ADVANCED PRODUCTS LLC MODEL SSI OR EQUAL & I-f- O O C'7 co f� f� � r C0 (.0 O O r � � O (3I`__IT ) f� (9 L0 C0 (0 � IT co (.0 L0 (0 O O CO 00 N N cy7 ("7 Lq Lf) CO O0 N N C0 CR N N ti I` [V L N f7 XL CD (q N N N N Oq O0 O� CO fl I- 6) d7 O O It � P_ I� co 00 N N CO co 00 00 L0 Lf) a) 6s 0 tj 07 (3) N N N N Iq It Lr) L0 C.0 (.0 fl- ti f— `_ I- f_ I­ti I' f_ fl- I' ti ti I` N ti I` I- I' f� f� I- f_ 00 00 f­ f_ f- f— fl- f- %_ f­ ti %_ Lr) V) X) Ln Lf) X) LC) Lr) U')LCJ LC) Lf) Lf) Lr) Lr) LS7 Lf) Lf) Lf) n L0 Lr) Lf) Lf) Lr)Lf) Ln X) Lf) Ln Lf] Lr) Lr) Lr) X) Ln L() LO iimlilciolilAKIIII �\ EX. 100 YR FLOODPLAIN TAX F NC DE 30' _�STO M.B. 30, PG. 97 0 �� �O ST ZONED: RC o2 z EX. 100 YR FLOODPLAIN ,------dl3 DENUDE LIMIT PAVEMENT SECTION REPAIR DETAIL ON SHEET C1-02. 1 TAX PARCEL: 55192134910000 / I CASCADES LLC D.B. 6662, PG. 280 ZONED:RC N 2/ wr , z O J w W 0- 0 a / I PHASE 1 DENUDED LIMITS: 1.03 ACRES 3/9/202192MOMMR'ID'{dE H<HR1033' MTEMnAiff2MSMEAD=SMIEEVMUWZME2MR3Rff)VVrRAVITYSEWER -PLAN EX. EDGE OF PAVEMENT, TYP. 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 I EX. SEWER LINE, TYP EX. 100 YR FLOODPLAIN \ \ WESTRIDGE LANE SW la"'n A-- � ROBERTA WOODS SUBDIVISION ss PHASE II, MAP 2 M.B. 44, PG. 3 ZONED:CURV PROPERTY LINE Lu ui iz �\ 0 N� pNWO ' oo �z Lu '30' UNDISTURBED STREAM BUFFER _. I N N y CO N Q o O DO I J PROP. SSMH-5 z Lu — , — ASS 2 STREAM L / 30' UNDISTURBED STREAM BUFFER O, PROP. SILT FENCE, TYP. c SEE DETAIL ON SHEET C1-03. / ^ ' PROP. SSMH-6 'Q'P PROP T FRTyGINF ` EX. WETLAND, TYP. / T l I �\tiii s ash FIT A / T� . 1 . / `7 �. :OP. SSMH-7 iTA 10+25.93 v %� 1 rim RIM:579.453 \ Q QQO CARVANA PROPERTY PID:55193316550000 P.B. 00081, PG. 00072 595 585 BE WATERTIGHT ABOVE THE 10D YR OtiU 575 570 560 ) RECEIVING PIT. 555 595 585 570 565 560 PROFILE - CROWN POINT LATERAL SCALE: 1"=40'H& 1"=4'V = LU O = [' a V) D X a dW z� N _ r 2 N rn. 00 N �? � N W 0 Lam(] LO rD (0 U) 6 N ij Z Z O Q W r » CI) > a ��zz zz 2 X a LU cg X w ro N h4O In Ln ¢ > > cA aC Z Z —/1 EX. GRADE @ SEWER CENTERLINE gZ •20 �F & MANHOLE Lf7 co Lf) U-) co Lf7 2+50 3+00 595 m sIl] 570 565 .1� I ORIGINAL SHEET SIZE: 24" X 36" LandDesign. 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 KEY MAP SEAL ii SEAL - - "7425 ✓ R`a 11111 Doc $ . 08/09/2021 PROJECT ISSUED FOR PERMITTING 12" PUBLIC SEWER EXTENSION PHASE 1 CITY OF CONCORD PO BOX 308 CONCORD, NC 28026 LANDDESIGN PROJ.# 1020059 REVISION / ISSUANCE NO. DESCRIPTION DATE 1 LID SUBMITTAL 4.16.2021 2 LID SUBMITTAL 05.28.2021 3 WETLANDS UPDATE 08.09.2021 DESIGNED BY: LDI DRAWN BY: RSK CHECKED BY: RAK SCALE NORTH VERT: N/A HO RZ: 1 "= 40' 0 20' 40' 80' SHEET TITLE GRAVITY SEWER PLAN AND PROFILE SHEET NUMBER cl-00