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HomeMy WebLinkAbout20061223 Ver 3_Site Plan_20230313C� Z! :T /I / 0 w J 1 I UII �P'0P� II I xo� II • II I I ��ti ��� II I EFES3 9D 313 1 FES4 8�'34'33 E 511 g5, I NV 53.57 s �-SWALE � 0„ _ _ � I ` \ • ON610,500 SF 7- t LNIV kill GNOPS� �R EX RCP j r4l, N EROSION CONTROL NOTES: 1. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR 8. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL LAWS, REGULATIONS, AND RULES. IN ADDITION, LOCAL , CITY, AND EXPOSED SLOPES WITHIN 14 WORKING DAYS OF COMPLETION COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS ANY PHASE OF GRADING. LAND -DISTURBING ACTIVITY. APPROVAL BY THE COUNTY DOES NOT 2. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL SUPERCEDE ANY OTHER PERMIT OR APPROVAL. EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER 9, DENUDED SLOPES MUST BE PROVIDED WITH A GROUNDCOVER EACH MAJOR STORM EVENT. FAILURE TO KEEP EROSION WITHIN 21-30 CALENDAR DAYS FOLLOWING COMPLETION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN ISSUANCE OF A STOP WORK ORDER OR CIVIL PENALTIES UP TO OF ANY PLACE OF DEVELOPMENT. $500 PER DAY OF VIOLATION. SITES UTILIZING SEDIMENT TRAPS 10. RECEIVING WATER COURSE IS NEUSE RIVER BASIN. MUST ALSO SPECIFY A MAXMIUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT. 11. NO PORTION OF THE PROPERTY IS WITHIN A SPECIAL FLOOD HAZARD AREA AS PER FIRM MAP NO. 3720467500K, DATED 07/07/14. 3. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS 12. CONTRACTOR SHALL NOTIFY TOWN OF WINTERVILLE PUBLIC IMPLEMENTATION PROVE TO BE INADEQUATE. WORKS DEPARTMENT AT (252)215-2427 A MINIMUM OF 48 HOURS 4. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL PRIOR TO MAKING CONNECTIONS TO EXISTING STORM DRAIN, WATER MAINS, OR SANITARY SEWER MAINS. APPROPRIATE EROSION CONTROL MEASURES MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND 13. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO TOWN OF WINTERVILLE APPROVED BY THE COUNTY. MSDD. 5. A PRE -CONSTRUCTION CONFERENCE MUST BE SCHEDULED WITH 14. WET DETENTION BASIN, BACKYARD DRAINAGE SWALES, AND ALL COMMON THE EROSION CONTROL INSPECTOR PRIOR TO INITIATING LAND AREAS TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. DISTURBING ACTIVITIES. FOR INSPECTIONS CALL 252-946-6481. 24 HOUR NOTICE REQUIRED. 15. NCDOT ENCROACHMENT AGREEMENT REQUIRED. 6. NO PERSON MAY INITIATE A LAND -DISTURBING ACTIVITY BEFORE 16. ALL PE GASLINE LOCATIONS MUST BE FIELD VARIFIED. NOTIFYING THE DEPARTMENT OF ENVIRONMENTAL QUALITY OF THE DATE THAT THE LAND -DISTURBING ACTIVITY WILL BEGIN. 17. LANE CLOSURES ON THOROUGHFARE ROADS ARE ONLY PERMITTED BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH FRIDAY, UNLESS 7. PLEASE BE ADVISED THAT A RULE TO PROTECT AND MAINTAIN OTHERWISE PERMITTED BY THE TOWN OF WINTERVILLE. IN ADDITION, THERE EXISTING BUFFERS ALONG WATERCOURSES IN THE NEUSE RIVER BASIN BECAME EFFECTIVE ON JULY 22, 1997. A TEMPORARY WILL BE NO LANE CLOSURES ON HOLIDAYS INCLUDING THE DAY BEFORE OR RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG AFTER SAID HOLIDAY. A TRAFFIC CONTROL PLAN PREPARED IN ACCORDANCE WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFECTIVE WITH NCDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES IS REQUIRED ON JANUARY 1, 2000. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY (DWQ). DIRECT ANY QUESTIONS ABOUT FOR ALL LANE CLOSURES AND MUST BE APPROVED BY THE TOWN. THE APPLICABILITY OF THESE RULES TO YOUR PROJECT TO MR. ROGER 18. ALL STORM DRAINAGE MUST BE CAMERA'D WITH VIDEO PROVIDED THORPE, REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON TO TOWN AND APPROVED PRIOR TO ACCEPTANCE. REGIONAL OFFICE, AT (252)946-6481. 19. LOWEST ELEVATION OF ALL STREETS SHALL BE ABOVE 100 YEAR FLOOD ELEVATION. SEEDING SCHEDULE ALL ROADWAY AREAS (MARCH 1 - AUGUST 31) (SEPTEMBER 1 - FEBRUARY 28) TALL FESCUE ------------------50LBS/AC TALL FESCUE ------------------50LBS/AC CENTIPEDE --------------------1 OLBS/AC CENTIPEDE --------------------1 OLBS/AC BERMUDAGRASS (HULLED)--------25LBS/AC BERMUDAGRASS (HULLED)--------35LBS/AC APPLICATION RATES APPLICATION RATES FERTILIZER 10-20-20----------500LBS/AC FERTILIZER 10-20-20----------50OLBS/AC LIMESTONE --------------------4000LBS/AC LIMESTONE --------------------4000LBS/AC STRAW MULCH -(AFTER SEEDING)--4000LBS/AC STRAW MULCH -(AFTER SEEDING)--4000LBS/AC ASPHALT TACK-----------------200 GAL TON OF MULCH I ASPHALT TACK - - - - - - - - - - - - - - - - - 200 GAL/TON OF MULCH ALL WASTE AND BORROW AREAS (MARCH 1 - AUGUST 31) (SEPTEMBER 1 - FEBRUARY 28) TALL FESCUE ------------------75LBS/AC TALL FESCUE ------------------75LBS/AC BERMUDAGRASS (HULLED)--------25LBS/AC BERMUDAGRASS (HULLED)--------35LBS/AC APPLICATION RATES APPLICATION RATES FERTILIZER 10-20-20----------50OLBS/AC FERTILIZER 10-20-20----------50OLBS/AC LIMESTONE --------------------4000LBS/AC LIMESTONE --------------------4000LBS/AC STRAW MULCH -(AFTER SEEDING)--4000LBS/AC STRAW MULCH -(AFTER SEEDING)--4000LBS/AC ASPHALT TACK -----------------200 GAL/TON OF MULCH ASPHALT TACK-----------------200 GAL/TON OF MULCH 80 SF 2 10,5�4SEED BED PREPARATION: 8 5 SCARIFY OR OTHERWISE LOOSEN THE SOIL TO A DEPTH OF NOT LESS THAN 5" EXCEPT AS OTHERWISE PROVIDED BELOW OR �, \ Fq \ OTHERWISE DIRECTED. BREAK CLODS AND WORK THE TOP 2" TO 3" OF SOIL INTO AN ACCEPTABLE SEEDBED BY THE USE OF 10,500 SF // _ / �1\ jy S`S3 4x l 10, b0 SF \ \ SF��9jN 11,846 SF \ 00 ' I 6,194 SF �F 9 SOIL PULVERIZERS, DRAGES OR HARROWS; OR BY OTHER APPROVED METHODS. REMOVE ALL ROCK AND DEBRIS 3" OR LARGER V" \ F/1/J gC \ ON MEDIAN, SHOULDER AND DITCH CUT OR FILL SLOPES WHICH ARE 3:1 OR FLATTER, BEFORE THE APPLICATION OF SEED ` /_00 vcP O \ F O 6' _ F AND FERTILIZER. REMOVE ROCK 6" AND LARGER DISPLACED DURING SEEDING OPERATIONS. 2S \\ �0 47 43 � O 10,500 SF �p O \ ♦ I ' \ O \ 10,250 F \ �_ `�� ��1/ 0 12,000 SF ry 6 S' \ 10,5 SF © 23 3 I �- 15 ; > ♦ Q • �/l moo` \ \ 46\ P5 / I 25,4 / .91 AC ' 5� . �I i ,� l I F ° i \l �e F' �s,� ,12$ SF P3 D j - I � (/ / i /I I cpFss°�F \ � "IVA I L ��/ 8a, 04� \ ) /� I��' �p�� �S \ \1 ti \ EASEM�TACE \ WETL N C 92, \ \ \ 252 S 144b m _ \10,500 SF �� \ of / / 2 r _ 10,624 S / o % 6 11,09/ �� �, v 1A vv �� X--- <v 21 (31 10,757 SF 20 �� CHAPEL HILL FOUNDATION 5 l g I \` 25�' 11>438 SF / �' 19 REAL ESTATE HOLDINGS, INC \ 500 SF �o \ W / +� MB( g \ M DB 3448, PG 378 � � I � h `O 15,349 S o � � ZONE AR I _ "0 7 38� P1 M n 0 _// -_ 5 �� 56 \ 8 O W Q, - - L pOPI / �� 5O 102, // /,556.94 d'1*pp LL' � Q �i- - - a 1 /1,262 SF , %b Ss_ A17 6 9CID '" - 31 � \ � t �, � A� n � A� /<<� � �` , 11 / / 4 W 0.3g� �/ 5 � . 3 LO 1 \ 15,+ flN _ �35�0/ F10 44 ACi SS 1 H 6 �YT ,56 N N 8 PV \ , �� w (31 1312 9 SF- /// j ��� �i�� ) , �i / v / �► A 0 , / 68 POTENs�' L � / `\ � ,- / '� 1 \ = � � /� " � ��� 1 � � X 1 � ` � 13 \ , \ 70 WETLANDOv J �� sF ro - /// �I ` 15 l _ � 58 - \ 13,880SF 16 _N 7 _ _-_ _ _==__ 11,530 ^ 17 j 1 °3231 0 23"W .76' - - _- _ _ _ _ \ �6 _ _ '%'� °�j - `i, 5 - 29 015 SF \ \ � ' 2`�1 M , , N S SFI .��1 02I. OJ7 \ �_ s LIMITS 40 p DIS COMMON AREA - - - - \ \ \un _ AiV 53- /E/jai PN 11664 , N 65 p9' »w = _ _ _ _ _ E �17'6 AC �' AYLAND HUNSUCKER 12U.223 - ___-_ 5 - / DB 3987, PG 859 - `'�/ I✓ �I _ _„- _ % '09' ZONE AR CONSTRUCTION SEQUENCE N 67_ __- _- 5 \ 1. PRE -CONSTRUCTION MEETING. W 29�' 02}` 0-36,tw 146 54 \ O, 2. INSTALL STONE CONSTRUCTION ENTRANCE. iN 69°J�' \_�_ _ - - - _ _ - - --- _ 86 4 RPP tVON 3. INSTALL SILT FENCING WHERE SPECIFIED ON PLANS WITHIN �3� 2 ,9 "�/�/ _ _--__ = _ _ ,- n = = _ - - \ I / \= -I i j/ Rj�o�`C� 1 WITHIN AREA OF CONSTRUCTION. 46 - - - - 'N 81q*35,t04 W G Pipe Schedule 4. INSTALL DROP INLETS AND STORM DRAINAGE PIPING AND SWALES. 113.4 3.`i'6 p 5. CONSTRUCT WET DETENTION POND. 761, Inlet Schedule PROJECT NO.: P1722~001 DRAWING NO.: 011 Inlet No. Top of Hood Top of Grate Pipe Inverts North South East West DI N/A 55.8 - 51.42 51.67 51.67 DI N/A 56.50 - - 51.81 51.81 DI N/A 58.50 - - 52.41 52.41 DI N/A 56.00 - 53.17 53.17 - D15 N/A 55.50 - - 53.38 - D16 N/A 50.85 50.85 - - CB 1 55.34 - 51.21 51.21 - - CB 2 55.34 - 51.14 51.14 - - CB 3 56.94 - 53.43 53.68 - - CB 4 56.94 - 53.74 - - - CB 5 56.8 - - - 52.68 53.05 CB 6 56.80 - - - 52.37 52.62 CB 7 58.00 - - - 52.65 52.65 C138 58.88 - - - 52.96 52.721 PIPE# Q,o(CFS) PIPE SIZE (in.) Pipe Length (ft.) % SLOPE Inv.ln Inv Out 1 5.43 18 32 0.20% 53.74 53.68 2 9.57 24 130 0.20% 53.43 53.17 3 13.57 24 106 0.20% 53.17 52.96 4 17.40 30 28 0.20% 52.71 52.65 5 20.09 30 120 0.20% 52.65 52.41 6 20.54 30 300 0.20% 52.41 51.81 7 22.75 30 70 0.20% 51.81 51.67 8 4.66 15 160 0.30% 53.37 52.89 9 11.87 24 28 0.20% 52.68 52.62 10 18.54 30 116 0.20% 52.37 51.67 11 41.88 42 104 0.20% 51.42 51.21 12 48.55 42 32 0.20% 51.21 51.14 13 55.64 42 146 0,20% 51.14 50.85 14 57.81 42 24 0.20% 50.85 50.8 15 1 3.79 1 12 8 1.00% 53.57 53.49 16 0.87 1 12 8 1.00% 53.57 53.49 17 17.60 1 30 92 0.20% 1 50.18 50.00 6. ROUGH GRADE THE SITE. 7. INSTALL UNDERGROUND UTILITIES. 8. PLACE STONE BASE FOR STREET. 9. PLACE CURB AND GUTTER. 10. PAVE STREET. GRADING, DRAINAGE, AND EROSION CONTROL PLAN I 11. FINE GRADE SITE & PERIMETER SWALES TO ENSURE POSITIVE DRAINAGE. 12. PERFORM FINAL SEEDING. 13. ONCE DISTURBED AREA IS STABILIZED WITHIN THE DRAINAGE AREA (+/-80%), REMOVE ANY ACCUMULATED SEDIMENT FROM BASIN AND ALL TEMPORARY EROSION CONTROL MEASURES. �0 CAR # PE 5279 r LwV LINWOOD E. STROUD, P.E. BEFORE YOU DIG! NC ONE CALL (TOLL FREE) O I�O (OR 1-800-632-4949) ITS THE LAW! REVISIONS