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SW8051224_APPROVED PLANS_20060127
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW ro5xA.a,`'i DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD S ti N SE SIT DR��E SAP S`D� EPN OG P��'PN�1G LOCATION MAP NOT TO SCALE NOTES: 1. FINANCIALLY RESPONSIBLE PARTY: SEA SIDE INN DEVELOPMENT CORP. P.O. BOX 2294 WILMINGTON, NC 28402 2. TOTAL AREA OF PROJECT = 1.46 ACRES DISTURBED AREA = 1.05 ACRES SEA SIDE INN NORTH TOPSAIL BEACH ONS OW COUNTY, NORTH CARO INA JAN UARY 2006 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN AND ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF NCDENR—DLQ EROSION AND SEDIMENT CONTROL ORDINANCE. 4. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED WITHIN 30 DAYS OF COMPLETION. OO'CALL NC ONE CALL BEFORE YOU DIG STOP 1-800-632-4949 LAVOID UTILITY DAMAGEA PHONE# 1 (800)632-4949 VICINITY MAP I "=I 00, Nfl<Bl&CREED 4;:*0243 North Front Street Wilmington, North Carolina 28401 Phone: (910) 343-1048, Fax: (910) 251-8282 AA0002667 EB0006691 SHEET INDEX 1 G-001 COVER SHEET 2 G-002 GENERAL NOTES 3 CS-101 SITE LAYOUT 4 CG-101 DRAINAGE, GRADING, AND EROSION CONTROL PLAN 4A CG-101 A DRAINAGE AREA MAP 6 CU-501 DETAILS r1-7 i CAR rsa, �t SEAL U22514 - r '�'►t�� sob '`�� r 06 %uE N � , 155�'4 ISSUED FOR PERMITTING -, It CD 0 0 00 N www.mckimcreed.com 9C�") Q . _ �._;� •ii-�. .il,il. ,y f_ �i•�ki ui :L'.1:,' �c L'. _. ._. , ..1-�. v.. .3 _ , _. �. a:t .. ��s .'_%ri_a'i� T 1. L;.Lsl�{._ii.l:{)`Ii �._.... ]._�_.-1.. _ .. 7f CONSTRUCTION SEQUENCE 1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY. 2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR. 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH TEMPORARY DIVERSION BERMS, SEDIMENT TRAPS, AND BASINS. 4. ROUGH GRADE ROADWAY AND SITE. 5. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES. 6. CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER). 7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER. 8. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. 9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES. SEEDBED PREPARATION I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELLOW). 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED 1S PREPARED 4 TO 6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. * APPLY. AGRICULTURAL LIMESTONE - 2 TONS/ACRE FERTILIZER - 1000 LBS/ACRE (10-10-10) SUPER PHOSPHATE - 500 LBS/ACRE (207.) MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR -- ASPHALT EMULSION AT 450 GAL EROSION CONTROL NOTES 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDENR DLQ EROSION CONTROL ORDINANCE. AND IS SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = 1.05 ACRES. 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN 15 A VIOLATION OF THE NCDENER DLQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER. 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE NCDIENER DLQ ENGINEERING DEPARTMENT. 5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 7_ IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER. 8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. EROSION CONTROL MAINTENANCE PLAN 1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. THE SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 3• SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5• GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. GRADING NOTES 1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS. 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS. 3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE. 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1 SLOPES. 6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR. 7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. 8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. LEGEN D DESCRIPTION EXISTING PROPOSED TREELINE PROPERTY LINE EASEMENT - -- - CONTOUR LINE S 20.0 SPOT ELEVATION EDGE OF PAVEMENT WATER LINE ,:.-...... -.... ... ........... _....... W FORCE MAIN ..... .... ... SANITARY SEWER - SS STORM DRAIN SWALE DIRECTION • • • LIMITS OF CONSTRUCTION LOC SILT FENCE SEWER CLEAN OUT p WATER SERVICE -------- WATER VALVE Da FIRE HYDRANT ASSEMBLY POWER POLE I I SANITARY SEWER MANHOLE • SILT FENCE INLET PROTECTION TEE , +, PLUG CHECK DAM TEMPORARY SEEDING GRASS TYPE AMOUNT 1000 S.FF. TIME OF SEEDING INITIAL RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10 PERMANENT SEEDING AMOUNT TIME OF GRASS TYPE 1000 S.FF. SEEDING JULY INITIAL BERMUDA, COMMON 1-2 LBS. APRIL THRU JULY 25 LBS. 10-10-10 PENSACOLA 1-2 LBS. 25 L85. 10-10-10 BAHIA GRASS APRIL THRU JULY SERICEA 1-2 LBS. MARCH THRU APRIL 25 LBS. �0_ LESPEDEZA (SLOPES) D REVISED PER NC-DENR COMMENTS A ISSUED FOR BIDDING 09/22/DS REV.Na I DESCRIPTIONS DATE SEAL) "kill ItU1►AP(o SEAL L CAR04 4 Q� y9f y , SEAL 022574 off SITE NOTES: , 20' MIN. FRONT YARD 8' MIN. SIDE YARD 10' MIN. REAR YARD 30% MAX. LOT COVERAGE CONSTRUCTION NOTES: 1. THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE ACCURACY OR COMPLETENESS OF SAID INFORMATION, AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION PHASES. IF THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE. 2. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER. 4. THE CONTRACTOR SHALL NOTIFY ONSLOW COUNTY WATER AND SEWER AUTHORITYAND NORTH TOPSAIL UTILITIES AT LEAST TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION WITH THEM. 5. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES. 6. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.) 7. WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE BY THE ENGINEER. 8. WHEREVER SEWER OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM VERTICAL CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER PIPE AND THE TOP OF THE SEWER PIPE. 9. WHEREVER SEWER OR WATER MAINS RUN PARALLEL TO EACH OTHER, A MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE PROVIDED, OR 18" VERTICAL SEPARATION . IF NEITHER OF THESE CONDITIONS CAN BE MET, THEN THE SEWER SHALL BE CLASS 50 DIP, MINIMUM OF 50 LF CENTERED OVER THE CROSSING. 10. ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO FINISHED GRADE. 11. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY AND PERMANENT. 12. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 13. ANY PROPERTY LINE MOCUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. 14. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS. PROPOSED USE 7 ONE BEDROOM UNITS PER FLOOR (5 FLOORS) = 35 TOTAL PARKING SPACES REQUIRED 36 SPACES (35+1 FOR 2 EMPLOYEES) PARKING SPACES PROVIDED 35+1 HANDICAPPED = 36 SPACES PARKING SPACE SIZE 8.5x19=161.5sf LOT COVERAGE BUILDING = 7,906sf ASPHALT PARKING = 11,025sf DUMPSTER PAD = 144sf TOTAL 19,075sf/1.46ACRES = 29.95% NO WETLANDS EXIST ONSITE SITE REFERENCE: 1. SURVEY INFORMATION BASED ON MCE FIELD SURVEY PERFORMED IN JULY, 2005 2. BUILDING INFORMATION BASED ON LISLE ARCHITECTURE PLANS DATED AUGUST 15, 2005 3. GENERAL CONTRACTOR TO VERIFY PROPOSED GRADE MEETS THE NORTH TOPSAIL BEACH BASE FLOOD PLUS 2' CLEARANCE TO THE BOTTOM OF THE LCWEST HORIZONTAL STRUCTURAL MEMBER. v ED 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048, Fax: (910)251-8282 AA0002667 EB0006691 Sea Side Inn Development Corp. PO Box 2294 Wilmington, NC 28402 GENERAL NOTES: 1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. 2. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S). 3. EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL. 4. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. 6. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF -SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF -SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF --SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF -SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF -SITE SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID. 7. APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS MUST BE INSTALLED OVER ALL LOADED TRUCKS HAULING BORROW, EXCAVATED MATERIAL AND/OR FINE AGGREGATES TO OR FROM THE PROJECT SITES OVER STATE MAINTAINED ROADS. ANY MATERIALS DELIVERED, TRANSPORTED, OR REMOVED IN UNCOVERED TRUCKS WILL BE INCORPORATED INTO THE PROJECT OR REMOVED FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR FURNISHING, REMOVING, OR PLACING THE MATERIALS INVOLVED. &REFER TO ONSLOW COUNTY WATER AND SEWER AUTHORITY AND NORTH TOPSAIL UTILITIES FOR SPECIFICATIONS AND WATER AND SEWER EXTENSION POLICIES. 9. DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS OR WITHIN THEIR EASEMENTS. 10. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION. 11. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS, METERS WILL NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS, VALVE BOXES OR OTHER APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED SEA SIDE I N N ORTH TOPSAIL BEACH, ONSLOW COON GENERAL NOTES AND LEGEND DATE: 09/23/04 MCE PROJ. # 02781-0001 DRAWN WJC DESIGNED WJC CHECKED RMC PROJ, MGR. MAG ATUS: ISSUED F SCALE HORIZONTAL: N/A VERTICAL: N/A M&C FlLf NUMBER G- 002 DRAWING NUMBER 2 REVISION D www.mckimcreed.com _ _. � e i .i .i !_ i k. �d Fa .....� :.]-3�. r� � .. _ _ � _ _ _ : '. � . !1 .. ;•! :7 __ (� ; S .;ti _� � � �' i ' f .1,1 i��.. ] � )d 5. .. :. . N35'52'33"W rx � N 2 81.1544 E 2449 .9493 N c W 0 I LO tP LL I L� I Q 0 IL i J a a_ a 22.0 W �- C�•I l 10.0 TART LEHMON & ANNIE MAE DB 2217 PG 220 MB 31 PG 114 PIN# 424512976248 ZONED R-10 15' PUBLIC UTILITY EASEMENT N 257307.8235 E 2449542, 5405 S28'04'00"E c o z — J� L2 7&0' CN . j I t J D,0-1 °' f BUILDING AREA 7,906 sq. ft. T N I 00 :AOo I v I e n J 1 lv ' D REVISED PER NC-DENR COMMENTS 01/12/06 C ADDED 2" IRRIGATION SERVICE AND SWIMMING POOL 11/04/05 B ONWASA REVIEW COMMENTS 10/11/05 1O/14/05 A ISSUED FOR BIDDING 09/22/05 REV.NO. DESCRIPTIONS I DA ff REVISIONS -K' Z"'' LASPHALT PARKING LOT b b Z m 455. \DUMPSTER —PROPOSED WHEEL STOP (TYP.) EXIST. WOOD FENCE PAD H&MFARMS LLC DB 1962 PG 461 MB 44 PG 030 PIN# 424572975035 Z0NE0 R-15 ��``ptyl + � V 1p SEAL �i rr SEAL 022574 �Q` o. � !'�lJf If111111,, WA � 4 v NfICM & CTEED 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251-8282 AA0002667 EB0006691 www. mckim creed. corn J LINE TABLE LINE LENGTH BEARING L1 90.24 S35'38'50"E L2 38.05 S35'41'23"E L3 15.70 S00'38'32"E L4 85.33 S54'19'13"W L5 124.93 N54'21'10"E ROADWAY CURVE TABLE CURVE LENGTH RADIUS CHORD DELTA C1 15.32 25.05 15.09 35'02'53" C2 12.42 12.95 11.95 54'57'45" Sea Side Inn Development Corp. PO Box 2294 Wilmington, NC 28402 � II SEA SIDE I N N ORTH TOPSAIL BEACH, ONSLOW COON SITE LAYOUT PLAN a0 in rd■ DATE: 9 /23 /04 MCE PROJ. # 02781.0004 DRAWN wJC DESIGNED WJC CHECKED RMC PROJ. MGR. MAG SCALE HORIZONTAL: 1 "=20' VERTICAL: NA me FlLE NUMBER CS-101 DRAWING NUMBER 3 STATUS: REVISION ISSUED FOR -_PERMITTING D i '�i i r cy. r!� , r. . .. :�. I1,1;:T...',4 c:. � "' � � � � i r: 3b3, �b�:y. &T�i�► ,I�t..•3 rn-ri' I s.[t R "V'rr: r, 1 � � , j ; , � s % s q : •I S'vti r 14 j', �+ 1' � �, � (1 t �'� t 1 S � 1 , 4' ' ti 't � o •i 11 i s 1, 4 AA s, j 11 II - t, . l', _.: i. ,.r Y .'� �l ! - - -- .1 - - _ t _i a a LL a a LL a c a C a NO INFILTRATION PIPE SYSTEM STONE BED D REVISED PER NC—DENR COMMENTS 01/12/06 C ADDED T IRRIGATION SERVICE AND SWIMMING POOL 11/04/05 B ONWASA REVIEW COMMENTS 10/11/05 10/14/05 A ISSUED FOR BIDDING 09/22/05 RIMNO. DESCRIPTIONS DATE R MB 44 PG 030 CONCRETE DUMPSTER PAD PIN# 424512975035 ZONED R-15 BYPASS PIPE SYSTEM F E45 LF_ 5 LF JB #1 6" D1 C�0.0% 6 D1 U0.0% FES #1 IN19LMAI ION SYSTEM BYPASS DETAIL (PLAN VEM NOT TO SCALE i SEAL 022574 F IN��Q'�`��= SEAL 1 v v NFIM4&CREED 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251-8282 AA0002667 EBOOD6691 www.mckimcreed.com 6.50' 5.50' 4.00' 0VDACc mor INFILTRATION SYSTEM BYPASS DETAIL (PROSE) NOT TO SCALE SEA SIDE I N N VORTH TOPSAIL BEACH, ONSLOW COUN DRAINAGE, GRADING AND EROSION CONTROL PLAN TEMPORARY SEEDING GRASS TYPE AMOUNT/ 1000 S.F. TIME OF SEEDING INITIAL RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10 PERMANENT SEEDING GRASS TYPE AMOUNT 1000 S.F. TIME OF SEEDING JULY INITIAL BERMUDA, COMMON 1-2 LBS. APRIL THRU JULY 25 LBS. 10-10-10 PENSACOLA BAHIA GRASS 1-2 LBS. APRIL THRU JULY 25 LBS. 10-10-10 SERICEA LESPEDEZA (SLOPES) 1-2 LBS. MARCH THRU APRIL 25 LBS. 10-10-10 NOTE: ALL FILL TO BE FROM AN ENGINEER APPROVED BORROW SITE. NOTE: NO WETLANDS EXIST ONSITE DATE: 9 23 04 MCE PROJ- # 02781.0004 DRAWN WJC DESIGNED WJC CHECKED RMC PROJ, MGR. MAG SCALE M&C FILE NUMBER CG-101 HORIZONTAL: DRAWING NUMBER 1 "=20' VERTICAL: 4 NA STATUS: REVISION ISSUED FOR PERMITTING D � is 1�vk 1� V't Lt �.-���¢/�'}�' i���f 1'�' ii �.1i r, r di. �j''' .0 5.08 I 5.08- D REVISED PER NC—DENR COMMENTS 01/12/06 C ADDED r IRRIGATION SERVICE AND SWIMMING POOL 11/04/05 B ONWASA REVIEW COMMENTS 10/11/05 10/14/05 A ISSUED FOR BIDDING 09/22/05 REV NQ DESMPI1DNS DAIS REVISIONS SEAL) SEAL SEAL S 4?2574ID - t 1 �- - 7 r v v M & =D 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251-8282 AA0002667 EB0006691 www.mckimcreed. corn I I I I i I I I I I I i I I i 1 I I I I ! I SCALE: 1" = 20' I 0 10 20 40 _ I \ I _ 1 _p Sea Side Inn Development Corp. PO Box 2294 Wilmington, NC 28402 LEGEND PROPOSED DRAINAGE BOUNDARY SEA SIDE INN ORTH TOPSAIL BEACH, ONSLOW COUN DRAINAGE AREA MAP DATE: 9/23/04 MCE PROD. # 02781.0004 DRAWN WJC DESIGNED wJC CHECKED RMC PROD. MGR. MAG A�TL1S: w v 0 SCALE HORIZONTAL: 1 "=20' VERTICAL: NA NG M&C rILE NUMBER ,G-101 DRAWING NUMBER 4A REVISION D • � s r t . t �^ rs r. ��� ,�.. s 1 � t� �� ., f •' ,'s � � o w, ses At t}r-r.ad i .r5„ a l,ti, t � �. � ,� s . 1 a,.., r � V -r r' t .r u •iit r .T �; T' ��T Cl e. Drop inlet �11��1�1l��ls rlrrrrrrrrrrrrrrrrrrrrrrrrrr n ■.0 ...■r■■ ■uuur■.■.■.■■......r■■.■u■■uuuuu 1110 ! uu ..■■■■■■■■■■■■■■■■■■■■■■■■■■I. Kole] 11*611• Wire Fabric #57 Washed Stone 2.5 min. Metal Post VARIES AS DIRECTED BY ENGINEER 10' MAX. TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-1 /2 GUA zLa - I ... D _� ///,7\- �¢ V)T Ly D N W I -- Z CA 5' 1' min. jNX \/ •� ' min. \ /\/ BOTTOM STRAND MIN. #10 GUAGE 7 : 2' STEEL OR WOOD POST -I 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL WIRE MESH WITH 1/2—INCH OPENING OVER ALL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED BLOCK OPENING TO HOLD GRAVEL IN PLACE. AT LEAST 2 INCH BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST 3. USE CLEAN GRAVEL,3/4—TO 1/2—INCH IN THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DIAMETER, PLACED 2 INCHES BELOW THE TOP AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED ROWS BY PLACING 2x4 WOOD STUDS THROUGH STONE IS RECOMMENDED BLOCK OPENINGS. INLET PROTECTION NOT TO SCALE LO F 5 1• 4" TOP OF PAVT. CONCRETE WHEEL STOP NOT TO SCALE REBAR (2 REO'D.) SECTION 12" MIN. COVER '% ...ce� EL. 5.50 MIRAFI 14ON OR _ - APPROVED EQUIVALENT; - 2OVERLAP AT THE TOP 12" 00 - #57 WASHED STONE - 12" ADS N-12 HDPE CORRUGATED EL. 4.00 M PERFORATED PIPE, OR ENGINEER APPROVED EQUIVALENT. INSTALL WITH Z FILTER FABRIC. =L. 2.00 SEASONAL c460" AIGH WATER TABLE BOTTOM OF TRENCH SHALL BE LINED WITH 2" OF CLEAN SAND NOTE: SEE PLAN FOR LOCATION AND LENGTHS OF EXFILTRATION PIPE. TYPICAL IIFUMMON SYSTEM DETAIL NOT TO SCALE OVERFLOW STRU TUBE GRATE ELEV. = 6.50,,J 0 0 0 O O n NOTES: FILTER FABRIC 1. WIRE SHALL BE A MINIMUM OF 32" IN o WIDTH AND SHALL HAVE A MINIMUM OF 6 1 LINE WIRES W/12" STAY SPACING GROUND LINE N FILL SLOPE 2. FILTER FABRIC SHALL BE A MINIMUM OF 1 36" IN WIDTH AND SHALL BE FASTENED 6" iv ADEQUATELY TO THE WIRE AS DIRECTED / BY THE ENGINEER MIN. /\\/ 3. STEEL POSS SHALL BE 5' 0" IN HEIGHT o- / / \\//\�//\�/%\�! AND STEEL TYPE SELF FASTENER ANGLE o= ao i 4. WOOD POSTS SHALL BE A MINIMUM OF 6' o-I uj IN HEIGHT AND 3" OR MORE IN DIAMETER or'' POST WITH NT SHALL S THAN #9 EWIRE STAPLLES \ \\ 1-1/2" LONG (ANCHOR FILTER FABRIC SKIRT e\7�Nj AS DIRECTED BY THE ENGINEER GUDELIPES FOR n5PO_ RA_RY MT FENCE NOT TO SCALE cV r BITUMINOUS SURFACE COURSE 1-2 io ��� CAGG� � � A� �OURSE� � `.� _ _ Cl cv rz 1 COMPACTED SUBGRADE ASPHALT PAVEMENT SECTION NOT TO SCALE 100' MIN. 3 -- ------------ ------- .'.' a • - - - -•#4 STONE _ _ _ ............ w-- .......................... . . �rtn' .uu JLL I I VIV TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE to r: v �� } TOP OF CLEANOUT TO BE FLUSH s WITH PAVEMENT GROUT GRATE ELEVATION WILL VARY TOP OF TRENCH ELEV 5,50 a ff RR 00 1nOO 0 O0%06 - A0 1 0 00 0(5 0 0 (:8c) 0 OWE 1-Iffinomp- :::::::::: ..............•_...... '�::• ''_ i - 12" ADS N-12 HDPE CORRUGATED- '�' 'r '� ±' •-� PERFORATED PIPE OR ENGINEER " , i ` ' ''• rY': }� APPROVED EQUIVALENT. INSTALL WITH CATCH BASIN FILTER FABRIC. CATCH BASIN #57 WASHED STONE 1' SUMP BELOW INVERTS OF PIPE 1' SUMP BELOW INVERTS OF PIPE OVERFLOW STRUCTURE: TEE JOINT WITH RISER AT END OF SYSTEM TYPICAL INFILTRATION SYSTEM SECTION NOT TO SCALE D REVISED PER NC-DENR COMMENTS 04/12/06 C ADDED IRRIGAi10N RPZ 11/07/05 B ONWASA REVIEW COMMENTS 10/11/05 10/13/05 REV.Nd. DESCRIPTIONS DATE REVISIONS sEAL SEAL • A , TEAL 022574 t ; CO) �fffs1114 • INFILTRATIO FRAME & GRA DEWEY BROS. H2O LOADING REQUIRED FOOTING (T , MATERIAL STAPLED IN PLACE :1 W.11 24 STANDARD WATER VAL CONCRETE 51DEWA BOX &COVER MARKED C.O. CONCRETE CURB & GUTTER 2" WATTS SERIES BACKFLOW PREVENTER GALV, UNION (SEE SITE PLAN FOR LOCATION) 6"-9" CLEAN -OUT CLEAN-OUTSEAL W/DUCTTAPE(FIBERGLASS SEE NOTE 2) PVC OR CIP HO BOXURE; MODEL 1/8" BEND PIPE SUPPORT PVC OR CIPJ' PLUG W 4- SINGLE TEST PLUG WfWING NUT (SEE NOTE 2) 4" TAPPING SADDLE TEE OR WYE (SEE !VOTE 1). NOTES: SEWER MAIN 1-SEWER TAPS TO BE PERFORMED BY CITY CREWS EXCEPT WHEN TEES OR WYES ARE INSTALLED IN NEW MAINS LAID BY THE CONTRACTOR. 2-THESE ITEMS SHALL BE INSTALLED WHEN NO HOUSE CONNECTION IS MADE AT C.O. GUIDELINES FOR STANDARD CLEAN --OUT SANITARY SEWER HOUSE SERVICE SD 3-04 NOT TO SCALE NOTES: 1. THE MATTING SHOULD BE A MINIMUM OF 4' WIDE EXTENDING OVER THE LIP AND BURIED 6" DEEPIN A VERTICAL TRENCHON THE LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG. 2. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF. 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL) 4. CONSTRUCT A 20' TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER. ©VRILL! V MIF\. LEVEL SPREADER DFTOII NOT TO SCALE PIPE CONTINUOUS CONCRETE COPING 6" DIP BYPASS PIPE T e C n EL. = 5.50 G7 w a OUTFLOW PIPE 12" TO INFILTRATION SYSTEM CA E FOOTING L. 4.25 #4 BARS 0 12" O.C. EACH WAY SECTION NOTE: WHERE JUNCTION BOX IS SPECIFIED FRAME AND GRATE SHALL BE REPLACED BY 4" THK. 48" x 48" FLAT 3,000 PSI CONC. TOP W/#4 REBARB 0 12" O.C. BOTH WAYS. CATCH BASIN AND JUNCTION BOX NOT TO SCALE NfJOM& (MED 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 Fax: (910)251-8282 AA0002667 EB0006691 www.mckimcreed.com L c NOTE: ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO DITCH LINE IN CUT SECTIONS, 5' BEYOND THE TOE OF SLOPE IN FILL SECTIONS, AND 3' BEHIND CURB SECTIONS. AND 3' FROM THE EDGE OF PAVEMENT HDPE PROJECTION TYPE CASING SPACERS (MANUFACTURED BY RACI SPACERS INC. OR EQUAL) 4" THICK 3000 PSI CONC. SLAB ALL PIPE AND FITTINGS TO BE GALVANIZED W/ I.P.T. ACCEPT WHERE NOTED OTHERWISE 2" PVC 0 2" P VC 2" REDUCED PRESSURE BACK FLOW PREVENTER Q.I. CARRIER PIPE —� J� SLOPE TO J/ DRAIN STEEL ENCASEMENT PIPE DRAINAGE GRAVEL (10 CU.FT. STONE) NOTE: ELEVATION 1. STAINLESS STEEL SPIDERS MAY BE USED IN PLACE OF NON—METALIC HDPE SPACERS. 2. CARRIER PIPE FOR WATER LINE TO BE DI HDPE, PROJECTION-TYPE CASING SPACING (RACI OR WITH JOINTS AS DETAILED ON THE PLANS. EQUAL) 3. ENCASEMENT PIPE TO BE STEEL WITH CARRIER PIPE: CLASS 50 MINIMUM WALL THICKNESS PER NCDOT DUCTILE IRON PIPE POLICY. STEEL ENCASEMENT PIPE. SIZE PER PLAN; MINIMUM WALL 4. DRY BORING OF ALL NCDOT HIGHWAY THICKNESS (PER NCDOT POLICY). CROSSINGS TO EXTEND A MINIMUM OF 5' OFF THE EDGE OF ROADWAY PAVEMENT ON SECTION EITHER SIDE OF CROSSING. STANDARD BORE ENCASEMENT NOT TO SCALE Sea Side Inn Development Corp. PO Box 2294 Wilmington, NC 28402 NOT TO SCALE D MINIM *A3VM W80ff 40 L8:'.. PLAN 1j+ a� 0.w q � � I SECTION C SECTION D MNMPJ 1 MMV CE WEX*ff 20 LHS. METER 11 V-7 3Ar 2.26' 141.7r 6.76` H&7W r-0 s 0Z_Ar I'e SECTION A SECTION B WATER METER DETAIL NOT TO SCALE 12" Ly • • ' ~•lil 1 NOTE: EITHER BRICK MASONRY OR CONCRETE MAY BE USED. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE PERMITTED. STATE OF NORTH CAROLINA DEPT. OF DEAL TRANSPORTATION SEA SIDE INN ORTH TOPSAIL BEACH, ONSLOW COUN DETAILS CONCRETE FILL QUANTITIES PIPE SIZE CUBIC YARDS 12" 0.029 15" 0.045 18" 0.065 24 0,116 30 0.182 36" 0.262 42" 0.356 48" 0.465 54" 0.589 60" 0.727 66" I a.s8o DIVISION OF HIGHWAYS 840.71 RALEIGH, N.C. ENGUSH STANDARD DRAIMNG FOR CONCRETE AND BRICK PIPE PLUG NOT TO SCALE DATE: 9/23/O4 MCE PROJ. # 027810004 DRAWN WJC DESIGNED WJC CHECKED RMC PROD. MGR. MAG ATU S: FOR P SCALE M&C FILE NUMBER CU-501 HORIZONTAL: DRAPING NUMBER VERTICAL:6 NA RENSION TTING ° Cr i