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HomeMy WebLinkAboutSW3230604_Plansheet - Other_20230914 (3) UCW GENERAL NOTES 1. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH _z TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER ae PARTS OF THE WORKAND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS LLJ coQ CS COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE COMPLETED. NO WATER SHALL BE ALLOWED TO I-IJ O U W U N RISE AROUND THE PIPE IN UN-BACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY z cc z � .� UNTIL THE CONCRETE OR MORTAR HAS SET(MINIMUM 24 HOURS).ALL WATER PUMPED OR DRAINED FROM LU m THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO Z Q Co oz -0 Eb ADJACENT PROPERTY OR OTHER CONSTRUCTION. z /` L u V oO W Qor 2. IF WELL AND/OR SEPTIC SYSTEMS ARE ENCOUNTERED, THEN CONTACT DAVID FINLEY(704.283.3879) WITH \ J \ ® J Q z ENVIRONMENTAL HEALTH FOR THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT INFORMATION. W zi M Q / "EAM� /. / J o C) 3. ONCE MATERIALS HAVE BEEN APPROVED BY UNION COUNTY WATER AND AT LEAST 48 HOURS BEFORE 5'STR �' N — BEGINNING CONSTRUCTION, CONTRACTOR SHALL CONTACT UNION COUNTY WATER PERSONNEL TO \ / 3 gUFFER \ / . Q SCHEDULE A PRE-CONSTRUCTION MEETING. PLEASE CONTACT LEE DILLON AT PARCEL ID:01144034 \ / �/ L u LEE.DILLON@ UNIONCOUNTYNC.GOV TO SCHEDULE THIS MEETING \ OWNERS:TORRENCE JAN M ' 4. ANY WORK OR TEST PERFORMED WITHOUT NOTIFICATION AND CONTACT WITH FIELD INSPECTORS SHALL BE ZONE:RA-40 F INSTALLED AT THE CONTRACTOR'S RISK AND SUBJECT TO REMOVAL. _\ . ... 5. ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE REMOVED FROM THE CLEAR RECOVERY ZONE OF 12 FEET FROM THE EDGE OF FUTURE PAVEMENT. ISCO BRAN �, � N R 6. WASTEWAT R WILL BE DELIVERED TO INDIVIDUAL LOT SEPTIC TANKS. SEPTIC TANKS, FIELDS,AND FORCE CR , .{ ;+.'{ �� ,� CA O ( \ MAINS AS SHOWN ARE APPROXIMATE AND WILL BE FULLY DESIGNED, PERMITTED& INSTALLED BY THE / \ / J - � ��� I ` SEPTIC DESIGNER AND HOMEBUILDER AT A LATER DATE PARCEL ID:01144011 �/ �e TP / OWNERS:LONG KRISTIE EX. WETLANDS W/ S EAL _ 7. DUE TO VARY O APHY D O ER XISTING CONDITIONS, LOTS 11, 23,25,26, 28, 29, &30 WILL ROETHER 15'BUFFER TO REMAIN HAVE A TREATMENT SYSTEM AND PUMP ON-SITE BUT WILL PUMP THROUGH THE PROPOSED 10' ZONE:RA-40 e 30 a = 04550 = UNDISTURBED, TYP. / � ��Ta dl / ( �. .{.t. - WASTEWATER EASEMENTS TO A DESIGNATED REMOTE DRAIN FIELD ON THE CELL TOWER LOT(TO BE ASSIGNED BY THE HOMEBUILDER AND/OR SEPTIC DESIGNER). ` �i --� \ '='t' INS .• �. <a, C K 2Q ���IIIIIIl \'OJ/1312023 • x t _ ? \ _ � 11 STREAM CENTERLINE ay \• ✓, �' Q 28 SCO gRANCH ':..� 27 \ t ® \ cn Cp'I � w z STREAM � ;y , r-- --� 26 PROP. 10'PUBLIC 7 g +- / gUFFER / ay \ 25 UTILITY EASEMENT �F o U \ ` A PORTION OF j Uw TAX PIN:01144012E p p (A PORTION OF THE PROPERTY z z I 1 23 \ \ \ ® PROP. PRIVATE WELL, I DESCRIBED IN BK. 76-73) Z Q I u, �= TYP.(APPROXIMATE) o z 1p, • , a � M 20 � o o 0 18. � �--� � \ \ 17 \ PROP. PRIVATE 2"FORCEMAIN a.+� CL CL CL I TO BE DESIGNED BY OTHERS ® / (SEE NOTE##6 ABOVE) I Q� w vwj vwj vwj \ 1 ® M l ` / \ \ J� / W W W 34 36 \\\ \ ( o M 40'TREE SAVE AREA 40' ® _ N E \ \ 35 \ LA \ \ o 0 0 192,025 SF=4.41 AC / + TROT \ I m / I FOP gLIC , PARCEL ID:01114001 � / ® I I ® I I + \ \ �. \ / J OWNERS:EVERETTE AND z N M AMANDA LITTLE 14 I I I I PROP. 10'PRIVATE ZONE:RA-40 PROP. 10'PRIVATE I SEPTIC FORCEMAIN / I SEPTIC FORCEMAIN EASEMENT EASEMENT I I \ \ ASE 2 5 / 13 12 I I \\ \ PHASE I PROP. ROW , Lu / J I PROP. SEPTIC u DRAIN FIELD, TYP. I z ,z �l \ (APPROXIMATE) �LLI n ry OQ �I LLJ z � U L_ PROP. DITCH G \ { ' / �./ z I I I 1 CENTERLINE J I �e _ Q I I i CELL i I I ^�^ �LI TOWER x PARCEL ID:01144013A OWNERS:JAMES AND �f JUDYMCCLELLAN ZONE:RA-40 1 I I�( I I 5 � I m ® + PARCEL ID:01114001 3 \ I I I 3 4 , OWNERS.EVERETTE AND r 1 /�/ II 2 1 0 ' AMANDA LITTLE v Vt ZONE:RA-40 + I III PH1 10'PRIVATE PH1 10'PUBLIC ® x4 1 — c� UTILITY EASEMENT SEPTIC FORCEMAIN + 3 EASEMENT L _® ZL n PARCEL ID:01144012Y G �— _ S A �66E OWNERS:EMERALD —T-lie__ :r;?'•` t``` + _ p �R,AB POINTEREALTY& _ —FO— —Fo—__—Fo _ I _ —— MY "' R�INE1 CONSTRUCTION INC — — __T�— .` T- ---T — �:.M FRoM CEN1� PARCEL ID:01144012X ZONE:RA-40 JIG —T-UG———T-UG WIDTH OWNERS:EMERALD Y EX. HYDRANT =o — — AIN POINTE REALTY& FIELDS ONOCELL TOWER TE SEPTIC RLOT, BENCHMARK � �" EX. EOP CONSTRUCTION INC ZONE:RA-40 SEE NOTE ABOVE I 60d NAIL I I Lu N:506783.77 \ / I PARCEL ID:01144012W I p m I EX. PROPERTY LINE OWNERS:EMERALD w E:1590888.48 Y I PARCEL ID:01144012V POINTS REALTY& U z ELEV:543.49 w m NAD 8312011 I I CONSTRUCTION INC \ OWNERS:EMERALD U O NAVD 88 POINTE REALTY& ZONE:RA-40 CONSTRUCTION INC 7 3 ZONE:RA-40 L PARCEL ID:01144012U J OWNERS:EMERALD J J C7 PARCEL ID:01144020 POINTE REALTY& N OWNERS:DRYE BOBBY LANE CONSTRUCTION INC I O N ZONE:RA-40 PARCEL ID:01144012N PARCEL S:EMERALD ZONE:RA-40 OWNERS:EMERALD PARCEL ID:01144012P PARCEL ID:01144012R OWNERS:EMERALD fL� O PARCEL ID:01144012Q PARCEL ID:01144012 POINTE REALTY& >z O POINTS REALTY& OWNERS:EMERALD PARCEL ID:01144012S CONSTRUCTION INC ►.I OWNERS:EMERALD OWNERS:EMERALD OWNERS:EMERALD m CONSTRUCTION INC POINTS REALTY& POINTS REALTY& OWNERS:EMERALD � z CONSTRUCTION INC POINTE REALTY& POINTE REALTY& POINTE REALTY& ZONE:RA-40 L w ZONE:RA-40 CONSTRUCTION INC f ZONE:RA-40 CONSTRUCTION INC CONSTRUCTION INC ZONE:RA-40 CONSTRUCTION INC I I I ZONE:RA-40 ZONE:RA-40 ZONE:RA-40 I z z C) 10' 50'R/W DEDICATED TO NCDOT 10' m = UTILITY UTILITY � EASEMENT 20' EASEMENT r„ m 0 Lij 4.5' 6' 10' A 10' 6:J 4.5' i w U z DITCH SHOULDER PAVEMENT PAVEMENT SHOULDER DITCH 8/. 2% 3.1 31 S1 3A GRAPHIC SCALE 3.0'MIN. COVER 0 100' 200' T Sheet TYPICAL STREET SECTION PROP.PRIVATE 2"FORCEMAIN INTERNAL STREETS,50'PUBLIC RAN TO BE DESIGNED BY OTHERS ( IN FEET ) (NOT TO SCALE) (PARALLEL RUNS IN SAME TRENCH 1 inch = 100 ft. C-5. 0 REQUIRE 1"MIN.SEPARATION) I i i I I I I I I 20 PSDE z ec 30 w oQ � 29 w i m z � z � .= GRAPHIC SCALE m/ \g1111q/i, — II 0 40' 80' z Lu z Lu IN FEET ) w ® Q Q I I I I III\ 151 1 inch = 40 ft. J N p 27 I 23 24 I 25 I 26 I 20' I APPROX. LOCATION OF 28 PROP.2"PVC PRIVATE FM LL Lu I I PSDE CONCRETE DRIVEWAYS ENCASED WITH 4"DIP + (TO BE INSTALLED BY (SEE NOTE#6 ON C-5.0) \ l THE HOMEBUILDER) PROP.2"PVC PRIVATE FM PLACED IN I I 3 + I 20' I SAME TRENCH, 1"MIN. SEPARATION I / PSDE 3.0'MIN. COVER, TYP. (SEE NOTE#6 ON C-5.0) 3 I Q I I I I I I I �yl �� ^ , 31 ��\\��� CAR W , _ + _ — + _ — + / FM i = SEAL - •15"HPM FM FM FMB . I \\ III\� — — — —15rHP— 04550 _ — — — \\\ — — — 15"HP 15"HP —15"HP I� -15"HP— \ INE ,. a P W v o o chi N . + I C I \OJ%13/2023 Z o A m FOXTROT LANE ,r10 \\ 'I �— O (50'PUBLIC R/W) F � � — — —15„HP \q i� — _15"HP- M Q � �MFM I —< — — — FM F FM PROP. WELL, TYP. M F / FM \` \\17iq FM F FM FM FM \` \�q FM FM HP F M \` FM FM j=— + I (APPROXIMATE � \ r \ APPROXIMATE W \\� \\� h\\� 32 \ w Q I PROP.2"PVC PRIVATE FM I I PROP.2"PVC PRIVATE FM PLACED IN J PROP.(4)2"PVC PRIVATE FM I SAME TRENCH, 1"MIN.SEPARATION U ENCASED WITH 4"DIP I I.V I ENCASED WITH(2)8"DIP I PROP. UTILITY CROSSING I 3.0'MIN. COVER, TYP. (D (SEE NOTE#6 ON C 5.0) (SEE NOTE#6 ON C 5.0) I I FG ELEV.-491.50 PROP.2"PVC PRIVATE FM C-j _Q U 3 I I 30"RCP BOTTOM:488.46 ENCASED WITH 4"DIP (SEE NOTE#6 ON C 5.0) \ X� + p Ca I I I 2"PVC TOP:486.96 (SEE NOTE#6 ON C 5.0) / + z � � I (1.5"MIN.SEPARATION, 3 / + 33 SEE NOTE#6 ON C-5.0) 3 34 I + � �. 36 11 + ¢ I I I I + T + + o \ + + + + + z V + I I PROP. 10'PRIVATE I \ + ++ + + ++ ++/ W 0 I I I I SEPTIC FORCEMAIN Q/+ + + + Lu PROP.SEPTIC I I EASEMENT I i Lu p DRAIN FIELD, TYP. I \ r j co ILo (APPROXIMATE) I I I it Q III IL N I I low PROP. DITCH I I O CENTERLINE I PROP.SEPTIC 22 z M I DRAIN FIELD, TYP. I \ (APPROXIMATE) 20'PSDE 20 I I � I 10 I I APPROX. LOCATION OF 21 ' 18 I 19 I CONCRETE DRIVEWAYS ' �\\�\Il////lt��� U I 17 I (TO BE INSTALLED BY �II�� D J 37 I THE HOMEBUILDER) + I I I 1 / —j N J I � z Lu Oo I I ,� ,, z � � U � + � � FM" FP � m � � Z I i' \ �\���I Illt�/i I O I / 15 H - ~ v— 00 CL — �\\\\I /.�i\ JillA I \ _ ��/ �� — O I \\\�I I lll� O _\\�\II hI�/�� FM FM t Il �\ m I� CL N ,. \� I//�/�, _ I + H _ W ��' I \ \\�\glla% y, I �� � � FM 15„ P � z 7U k . FM 1 \FM— 15"FIP -- / M Q O O L 16.,4 \\\— No FM — U OM LLI P — 15"HP— o m FM W O PHASE 2 �> > O Ilia 'FM. � � Z W O o FM /'j� CL PHASE 1 FOXTROT LANE = �� (50'PUBLIC R/W) ' _ I. k 16 �F— — 15"HP \�Il�gii,� I Illlb\\ ' co > > T — 15"HP PROP. DITCH 15"HP — I ��\y\11I"t�G %/I\ I I CENTERLINE uj I I _ 11 I I I I I I PROP. FM EN(CASED WITH(1)8EDIP I I PROP. WELL, TYP. I I (SEE NOTE#6 ON C 5.0) i I (APPROXIMATE) 12 I \\�\Illli/� I I TRENCH, 3 � 13 I I LL II 3.OMEN. COVERR'TY N SEPARATION Y 14 I I (SEE NOTE#6 ON C-5.0) / I I I PROP. 10'PRIVATE PROP. 10'PRIVATE I > Lu / I SEPTIC FORCEMAIN I ��SEPTIC FORCEMAIN m w EASEMENT I I EASEMENT PROP.2"PVC PRIVATE FM PLACED IN I I 6 SAME TRENCH, 1"MIN.SEPARATION I 15 I I 3.0'MIN. COVER, TYP. \ I I (SEE NOTE#6 ON C-5.0) 3 /- - - - - - - - - - - - - - - - - - - - - - I I I 0 1 f_ CL I z o I u- �� I m o i i I I o i I I z o I� �i \\ \\ I II 1 Sheet I I I I I I II I FM—FM—FM—FM—FM-4—FM— FM FM—FM—FM—FM C-5. 1 I