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Home My WebLink AboutSW7030307_APPROVED PLANS_20090904STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW?f�(L�y) "7 i DOC TYPE ❑ CURRENT PERMIT OP APPROVED PLANS ❑ HISTORICAL FILE DOC DATE YYYYMMDD < - rnav � v303U box 7 m m Q j PROPOSED SIDEWALK AND CANOPY SIDEWALK jL1 Bufferyard Notes (NOT IN CONTRACT) General Notes 1. CONTACT N.C. ONE —CALL (1-800-632-4949) TO HAVE ALL 1. BUFFERYARDS J. PLANT MATERIAL- UNDERGROUND U77LI77ES LOCATED PRIOR TO EXCAVA77NG A. AN APPROVED BUFFERYARD PLAN IS REQUIRED PRIOR 70 ISSUANCE A. MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE WITH THE OR TRENCHING OF A BUILDING PERMIT. ZONING REGULATIONS AS FOLLOW 2. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED B. A DETAILED PLAN77NG PLAN IS REQUIRED PRIOR TO ISSUANCE OF PLAN71NG MATERIAL TYPE UNDERGROUND. A TEMPORARY CER77RCATE OF OCCUPANCY. J. DUMPS7ER PADS SHALL BE SCREENED. C. ALL REQUIRED VEGETA770N SHALL BE INSTALLED AND APPROVED 1. LARGE TREE — SINGLE STEM MULTI —STEM 1 112" CALIPER 6' IN HEIGHT 4. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING. PRIOR TO ISSUANCE OF FINAL CER77nCATE OF OCCUPANCY. 2. SMALL TREE J. EVERGREEN .SHRUB 4' IN HEIGHT 1' IN HEIGHT 5. PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN. 2. SITE DATA: B. ACCEPTABLE VEGETA77ON SHALL BE PROVIDED IN AR77CLE 27-69(c). 6. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE CITY A. REQUIRED STREET VEGETA77ON (BUFFERYARD A). OF WASHINGTON STANDARDS 4 ALLOWABLE SUBSRTURONS 7. THIS SURVEY 1S OF AN EXIS77NG PARCEL OR SHRUBS 94 BUFFERYARD 'A' PARCELS OF LAND. HUDAMU STREET (435 LF.7 1 SMALL TREE = 4 SHRUBS ` SHRUBS. 109 1 LARGE TREE = 4 SHRUBS (IF > 8' IS A VAILABLE) 8. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. B. REQUIRED VEGETA77ON (BUFFERYARD B): 9. PORTIONS OF THIS PROPERTY ARE LOCATED IN A FLOOD ZONE A8 (AREAS OF 100 YR. FLOOD AT ELEVATION 11 — NGVD 29) AS SHOWN ON PROPERTY LINES COMMUNITY PANEL NUMBER 370017 0007 C DATED FEBRUARY 4, 198Z NO IMPROVEMENTS WITHIN 250 FEET OF ADJOINING PROPERTY UNE� OTHER THAN 10. NCDOT DRI VEWA Y PERMITS REQUIRED. PUBLIC RIGHT—OF—WAY. THEREFORE, BUFFERYARDS ARE NOT REQUIRED (27-67(b)). 11. CONTRACTOR SHALL NOTIFY PUBLIC WnRKS� STREET MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING COIVNEC77ONS TO EXISTING C REQUIRED VEGETARON LOCATED IN EASEMENT: STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS NONE OR RIGHT —OF —WA;! y j 1 12. SOIL EROSION AND SEDIMENTA77ON CONTROL PLAN APPROVAL REQUURED PRIOR TO IN177A7701V OF' ANY LAND DISTURBING AC77W77ES _ 13. HANDICAP PARKING SPACES AND ADJACENT ACCESS AISLES SHALL NOT EXCEED j A MAXIMUM SLOPE OF 1/4" PER FOOT rDROPPED CURB FOR % RELr OCATED FENCE MAINTENANCE ACCESS 1 / VAULT EXIST. SIDEWALK AND PROP05fD CANOPY ' T�42' CEDAR GLDAR CONC PADEf0' DW 6' DW -Tmk 4p 12' CHERRY8" DW 1?12' DW OAK Exlsr. canrc, WALK . -- —. E7asr. care � 1RAFF7C PROPOSED 6' el ARM \ - PVC PRIVACY Na 1CK /" °A` PAN£ I � � 0 1 6' DW i PLUM 10' DWLu / I 1 / 4' DW L I T T T I —I -T I 1 j �� i Ie' T 8' 20' PINE am ' 4 I PROVIDE STRI ® PING ° AND SIGN FOR OAK I I ! 26' PVNj 2 HC SPACES 15' PINE 4' DW I � I 1—3- DW ! J- I I I 28' PINE 30` PINE w _� � 20PINE 8' DW I 2 DYY *20IPYNE' 26' PINE i �' PINE 2!�PIN£ 18 ' PINE 24 PWE I 2' MAPLE RD pA - -�— ` E � `13 7REFS (12' AND LARGER) I 3 7REES (4' 70 5) EXIST. SIDEWALK AND PROPOSED CANOPY 1* MAPLE G- M DI DRIVEWAY ADDED 30 26• 9' 6 ®4' SOLID WH1TE LINE a, A 1 0 I R ® PROPO.SED DRIVEWAY _ AND AD„ USTMETVT OF MANHOLE TOP _ DELETED. l MOVED CONSTRUCRON ENTRANCE NORTH. 1 Sate Data ti T. TOTAL ACREAGE IN SITE: M25 AC. Ei � �+ ACREAGE IN COMMON AREAS: NONE ACREAGE IN RECREA7701V AREA(S) AND THE LIKE- NONE SEP a 4 20U9 TOTAL NUMBER OF UNITS/BEDROOMS: N/A � // Owner/Developer= GRAPHIC SCALE 0 15 3o Bo ( IN FEET ) 1 inch = 30 & BEAUFORT COUNTY SCHOOLS clo PHILLIP BOYD 1010 PENNSYLVANIA AVENUE WASHINGTON, NC 27889 PHONE.- (252) 946-3735 References -- PROPERTY DISPOSAL MAP WAWNGTON HEIGHTS PR0„ECT NO. N.C. R-50 PARCEL NO. 2 NCDOT ROADWAY PLANS (PROEECT RVU?ENCE NO. 9 8024837) EXIS77NG GROSS FLOOR AREA: 61,876 S.F. PROPOSED GROSS FLOOR AREA: 61,876 SFf (NO EXPANSION) BUILDING LOT COVERAGE- 17Z EXIST BUILDING HEIGHT IN FEET AND STORIES. 16'f (1 STORY) ® TOTAL NO. OF PARKING SPACES 146 SPACES (INCLUDES 6 HC) TOTAL NO. OF BUS SPACES 10 SPACES TOTAL SQUARE FEET OF EXISRNG IMPERVIOUS AREA: 119,109 SF. TOTAL SQUARE FEET OF PROPOSED IMPERWOUS AREA: 200,445 S.F (68X EXPANSION) IMPERVIOUS AREA FOR PARKING AREAS: 13.E 741 S.F. CURRENT ZONING. R9S (RESIDENRAL SINGLE FAMILY) TAX MAP.- 568506 PARCEL NO. 01-027310 ® REVISED. 5-5-03 PER NCDOT REVIEW COMMENTS a� 2 �({py�� 48` 1 OAK I f C Cs i �v 2598 1p 3f.46 I I I NVV. M54 (152 ,wV. 25 68 (r8 5 = 18" RCP 15" RCP I m MP 28.96 / �\\ / " II 36OAK ; ; I, , ,�� I I 0A4r I € i �UAK co I w 36' I I . w II ; - II � 4 II ��; w; ;► ►� �� z 20' PINE I REMOVE TREE 24PINE ► II% I I t 1 14 VAL[T r (a I I 24' PINE 1 j I I ►it Mi -- 1 i REMOVE C&O AND PAVEMENT TO SAW —CUT w A � I I �, � ,� ►� + i LINE V 30 PINE �I S ; !► l co f.EDAR CONG PAD GAS SERWCE J W4 y 8` DW 1'L71 1 �j 111 I1 1 DUIfS I_—_� E " � �� 8 DW y 1! 12 DW CD 1 ' ... TOP . I 4 ► � YARDo � �� avu . IML Pml► REMOVE GUTTER \ TO VW W—CU T ►�'T ��UNE ` UNE I I I I ' ►\ DUMPSM? PADS* P1NE 1, TO REMAIN Bey i I 10" LX)GWt�OD 15' RCP 21' PINE \ I ( o PMAPJ ' ; I 6' DW I I 0HP r PLUM f0' ❑ t I W 2 .14 1 `T T- I-1-T T T 4,W, 0.1I I ! 1 1 1 1 1 1 1 1 �H� II I ��Ni ID1 I II 4'DiY I I 1 �I 1 I I 4� 7 11I I m! � V 192 II II I I 26' PIN£ 30' PINE I ^ 20' PINE 8' DW I I I 1'DW 2PINE PINE . I I = � I � I I I I 26' PINE 200 PIN£ 18' PINE I I REMOVE EXIST. — I 2' MAPLE DRIVEWAY II II I I� o.T13UFMRY 0 l I I -fly TREES (12` AND LARGER) 2 MAP 3 TREEs (4' TO 6 1 SAWcu !NV 27.69 I � � oraP ce 70P31.12 LNV. 26.79 N I dVV.26.70 OUT : 2 MAPLE10� �JFlrw—GUI LIM I I �\ // • $0. 1 / 11 11 - 11 - 11 DEMOLITION PLAN GRAPHIC SCALE 3a 60 { IN FM i inch — 80 tL TOOP 1.131 ONES T ® REVISED 5-5—OJ PER NCDOT REVIEW COMMENTS f I I 1 • �/ �/ �7J� FES (SAW CUT DVD) C&G "WALK ALLA77ON 'WAY . - - _ i � 1 . , . � ■ i •i � ■ 1 L 1 i- _ . y-J • " - �..+at `u � __ 3..r � � 4_ 1-_ � a � r _ . ..� 3�i �i � � r � � _ ._ ..s �. S_LL , ��. �' � � : _ .. ► Lei �... !L ► 1►�i r i 1P► ► i� 1= 6 SW7�� a� Erosion Control &ovZ OW PROPOSED SIDEWALK AND CANOPY EXIST. SIDEWALK AND PROPOSED CANOPY PVC FRI Na 1 FENCE J�x 10" DOGWOOD ,/ ��Q / � � , / 1 54' OAK I 21 " PINE t ` �'=1/ �COWG� 1 t. � 1 DI h k L$Z ,iQ 2 B' OW ` k 1 ` 3" PLUM 10' DW TOP .14 , ? � I % i 1 INV. 2 .7B ` ---r-`~ I it 4 i (S 1 '�'''// I I f 4" Ow I I I CUTTER pit h r r 20PINE o0 1 ®PROVIDE S77?1PA6IG AND SIGN FOB+ 60'1OAK 2eI �� ! ' Puv � 2 HC SPAS 11 � I j 15' PINE O / ,, ` / '/ NY. 1� 73 5' RCP j 7.5 W PINE; 4" DW 1 // I ; '1N✓ 1. �1B' RCPj i 1 __ I r /3- DW31 30" PINE , �� 1 ? -PINE �� f 8" DW t/ 1/ �L L k 2"aw *20PWE �l 26' PINE 26"1PINE 2O PINE" PINE /I ka �NE PINE �. r I 2' MAMLE /10' Oar Y CB �I k k '� _ / i f ` -- '/ l//- , 70P 22.37 y 13 TREES {11' AND LARGER) 1 I � INV 15.56 3 TREES (4` TO 6 JIWI ca MP 22 To . .. . ........... 49 B/B) -GRADING AND DRA INA GE PL A N BUS PA RKING A REA SLIDING PIPE C.A ASSEMBLY. PRO SLOT IN BOTTOA OF 2" DIA. PIPE FOR OPERATION 2" DIA. PIPE GATE PROWDE HOLES FOR PADLOCK BI OTHERS 4 1/2 f DIA. SLEEVE CAP (WELD) 4 112"f DIA. - GATE SLEEVE (OVER 4" DIA. POST) 4 1/27f DIA. SLEEVE 30 " The project consists of parking lot expansions to accomodate staff, faculty and bus parking. A traffic lane to fociltate student drop—off and pkk—up will also be constructed 1. Contractor must schedule a preconstruction conference with the erosion control oHker prior to Initiating land disturbing activity. 2 Demolition of Existing Facilities 3 weeks .% Construction of Storm Drainage 2 weeks A Rough Grading Skte 3 weeks 5 Installation of Curb and Gutter 3 weeks 6. Fbe Grading Parking Lot 2 weeks Z Placement of Base and Pavement 2 weeks B Construction of Bioretention Areas 2 weeks 9. Landscaping / Seeding & Mulching 1 week Several of the Items listed above may be constructed simultaneously. An anticipated time schedule of 90 days Is expected for this project SCHEMA7IC GATE CATCH 4" DIA. POST CAP (WELD) 4" DIA. STEEL POST 4" DIA. STEEL POST NOTE - PROVIDE TWO POSTS IN GRASSED AREAS TO SECURE GATE IN OPENED POS(T10N. PROWDE CATCH ASSEMBLY FOR EACH POST. NO IF.- PRIME AND PAINT ENTIRE TRAFFIC ARM ASSEMBLY. COLOR TO BE SELECTED BY OWNER. 2" DIA. PIPE GA TE I L SLIDING PIPE C# " ASSEMBL Y. PRO SLOT IN BOTTOA OF 2" DIA. PIPE FOR OPERATION 2" DIA. PIPE GA IF PROWDE HOLES FOR PADLOCK B1 07NERS ------------------- EXIST. PAVEMENT AND BASE — --------------- ' EXIST C&G EXIST C&G 24" 4" DIA. STEEL POST TRAFFIC ARM NO. I I. NO LAND DISTURBING AC77V1TY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CON7ROL MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY. 2 SCHEDULING OF A PRE —CONSTRUCTION CONFERENCE W1774 THE EROSION CQN7R01 INSPECTOR IS REQUIRED PRIOR TD INIT1A770N LAND DISTURBING ACTIVITIES FOR INSPECTION CALL (252) 946-6481. 24 HOUR NOTICE IS REQUIRED. .1 INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BAWNS 4, PROVIDE 20' X 50' X 6" STONE CONSTRUCTION ENTRANCE AT ENTRANCE TO PROPERTY FROM HUDNELL STREET. S SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUMCIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WI THIN 15 KWKING DAYS OF COMPLE77ON OF ANY PHASE OF GRADING 6 CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WY)RKING ORDER MAY RESULT IN A STOP Wt7RK ORDER OR CIVIL PENALTIES UP 70 S500. 00 PER DAY OF WOLA 770N. 7. 7HE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDInONAL ERO90N CONTROL MEASURES SHOULD 7HE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE Pa veamt Desbiy STAFF PARKING LOT ----- 6" CABC 2• BCSC (TYPE 1-2) BUS PARKING LOT ------ 8' CABC 2' SCSC (TYPE 1-2) 496- Seeding Mixture: (January 1 — December 31) Tall Fescue — 75 pounds per acre Centipede — 5 pounds per acne Common Bermudagross (unhulled) — 50 pounds per acre Fertilizer — 500 pounds per acre Limestone — 400 pounds per acre Waste and Borrow Locations: (January 1 — December.. 3i) Tall Fescue — 50 pounds per acre Pensocola Bahlograss — 75 pounds per acre Fertilizer — 500 pounds par acre Limestone — 400 pounds per acre EXIS77NG _ • ••• •a` PROPOSED x 72 D SPOT ELEVA7I001 x 72 OD ---7D---- CON70UR LINE CATCH BASIN OR DROP INLET -- •— _ _ = STORM DRAIN CURB AND GUTTER SPILL GUTTER SYMBOL q Rt ers - - --- --- �M/1 Engineers Q� �yf • 107 East Second St.' SEAS Since Greenville, N.C. 27858 F18tinners -n 37376 c 1918 (252) 752-4135 Surveyors GRAPHIC SCALE .;,-.,�i G�-•' BEAUFORT COUNTY SCHOOLS 'S 30 so 120 qRD EASTERN ELEMENTARY SCHOOL ��rrrrr u � N PARKING LOT IMPROVEMENTS ( IN I EEC j DATE 5', yz' 03 1 inch — SO & WASHINGTON BEAUFORT COUNTY, NORTH CAROLINA SURVEY CEL DRAFT 8RG SCALE DRAWING NO. SHEET DESIGN eRC CHECK FIT 1 " = 30' W-2635 3 nr 5 amp )xl .�j, sW ��30307 4 1 DIA. SLEEVE CAP (KLD) 4 1/2 f DIA. GATE SLEEVE +i (OVER 4" DIA. 0 POST) 1 4 1/27f DIA. SLEEVE 7HRU SIDEWALK N07F•. PRIME AND PAINT ENTIRE TRAFFIC ARM ASSEMBLY. COLOR TO BE SELECTED BY OWNER. 15, 14' 2' DIA. PIPE GA TE �'j SEE SCHEMA77C GA TE CA TCH 2" BCSC • 6" CABC CONC. CURB Rip — AND GUTTER 4- DIA. STEEL POST TRAFFIC ARM NO. 2 NO OTF:. SLIDING PIPE CATCH PROVIDE SIMILAR POST ASSEMBLY. PROVIDE IN SIDEWALK TO SECURE SLOT IN BOTTOM GATE IN OPENED POS171ON OF 2" DIA. PIPE FOR OPERATION 2" DIA: PIPE 4" DIA. POST GATE CAP (WELD) 4' DIA. STEEL PROVIDE HOLES POST FOR PADLOCK BY 07HERS i- CONC. MEDIAN I VV 2.129\ _ ti Qg ! 42" OAK�i EafIST. CQNCWAL1rC / 1 DW/ 9' PLUM 10' Dw i N 4' Dw / fIf //1 I { ! I ®PROVIDE STRIP .G r AND SIGN FO i� , ` !I ��-,rill i i Z 2 HC SPA,Q S �t 115 P E I! j r 0 75 � �Of 1 % 18' PINE I t NY. ! 73 5 RCP 7� INV 19.21 i1B" RCP 1 i � , I ,3Dw I { 24 ENE __cZs"wF ,lop SUFIFE�'! S4W-C4 CB LINE rOP 22.37 J� NYK 19.58 INSTALL CONC. C&G AND SIDEWALK AT CLOSED DRIVEWAY. GRADE; SEED AND MULCH OLD DRIVEWAY AREA. REPAIR PAVEWENT TO SAW -CUT r r LINE. ---- CB !� TOP 22.37 hVV 1143 (15 j ( � �1 W, 49, a/B) y R/. (so LE aw EA7SQ PR,,OPOSED x 720 SPOT ELEVA77ON X = CONTOUR LINE--70---- 0 CATCH BASIN OR DROP INLET STORM DRAIN CURB AND GUTTER SPILL GUTTER SYMBOL LLty Z1.40 (mim ZY) 4" DIA. S7FEL POST r I [ 2L3 / '' 117 r �/V,�'7�1, GRADINGAND DRAINAGE PLAN - STAFF PARKING AREA - GRAPHIC SCALE ( IN ) 1 inch = 30 ft 120 2 TONS - CLASS B RIP RAP W/ FlL7ER CLOTH UNDERLINEI (4'X3'X1.83' THICK) J / / BIORETENT7ON CELL BOTTOM DIMENSIONS: 45' WIDE X 140' LONG BOT70M EL 88 .11 SIDE SLOPES PVC DUAL 8" PVC r INV: 8.8 --- DI NO: 2---' '--7 7ZWS - CLASS B RIP RAP RELD TYPE W/ nLTERR C1 0TH UNDERLINER '10. LET EL 9.55 �- • -36' RC FES INK 5.1 ?X 0�6t�,t SEE ENLARGED x ----' ---- -_� - x_-------_-- -_ ,.,,- SILT FENCE - ALSO CONS7RUC77ON LIMITS doom �` �� - 1 �CONS7Ri1ETlON N. LIM173 WORM TEMPORARY GRAVEL C0NS7RUC770N ENTRANCE (TYPICAL) LANDSCAPE NOTES PLANT LIST: 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS IN THE AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMDWCAN ASSOCIATION OF NURSERYMEN INC, WAWNGTi7N. D.C: 2 THE PLANTING CON7RACTOR IS RESPONSIBLE FAIR VERIFYING U77LITY LOCATIONS PRIOR TO DIGGING .1 ALL PLANTS SHALL BE COMPACT UNIFORM, AND WELL GROWN SELEC77OINS SHALL NOT INCLUDE LOOSE; OPEN PLANTS t 7HE PLAN77NG CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL PLANT QUAN1171ES PROVIDED 1N THE PLANT LISTINCH WASHINGTON HAWTHORN SWEET PEPPERBUSH BOTANICAL NAME COMMON NAME SIZE T 1 BMLA RIVER BIRCH 5 6 =8' IC�RA ' CRA PHANEOP S WASHINGTON -.00, HAWTH 5 5' 3 MYRICA CERIFERA MYRTLE' 3 GAL 51 ARON15 ARBUIOLIA CANWARNRTY 1 GAL 1-1.5. COR4 N A DOGWl7OD 5- 5 =8' 7 RA SNEff PEPPER UU H ALEXINKSEMY GLABRa 1 GAL. 5' ENLARGED PLAN SCALE: 1 " = 10' �RIP RAP ENERGY DISSIPATOR (TYR.) R110F'R R/RCH Z O Z W w � 5; 4W # U ca DUAL 8' PVC INV: 88 & I SLOPE SPECIAL GUTTER 6' WIDE HAWTHORN BRILLIANT CHOKEBERRY WASHINGTON HAWTHORN WAX MYRTLE AREA PLAN77NG PLAN PLAN77NGS 7i71P EL 10.22 INLET EL 9.55 .,fr r..r...-, ...� el I crnrr `SEE DROP INLET DETAIL ON SHEET 5 BIORETEAMON AREA TYPICAL SECTION NTS U ® REVISED 9-3--09 REVISED 9IOREMV77ON PLAN77NG REQUIREMENTS ® REVISED 5-5-03 PER NCDOT REVIEW COYMEN7S• NAM -r9 i r �O�te�i Engineers 107 East Second f a SEAL ` ; = St.planners Since Greenville, N.C. 27858 +-n• 17376 1918 (252) 752-4135 Surveyors '-, OG•: ;rG� � IQ BEAUFORT COUNTY SCHOOLS -' qRD•°� EASTERN ELEMENTARY SCHOOL PARKING LOT IMPROVEMEN78 9-s f DATE WASHINGTON, UFORT COUNTY NORTH CAROUNA \ SURVEY CEO. DRAFT BRC I SCALE DRAWING NO. SHEET DESIGN- BRC CHECK FOT 1" = 30' W-2635 4 ne 5 _u._ _. 7: i.. rs•u 2. ,s��. ,..'-Yu�.��i�� '��i�i:i1 �..:-ew1. map S_ ?zXrbc 12" 1/4' WIRE MESH A o� Q a A o- �o a �- MAXIMUM POST SPACING 4 F'T. -r- IT n n SEDIMENT CONTROL / --- AVERAGE BOX FILTERED DIMENSION VARIABLE WATER SECTION A -A - MULTI -DIRECTIONAL FLOW ROCK INLET SEDIMENT TRAP z LLw O Z Ld 0_ Lo LL_ 0 mono 08o o 0 o d0 d0 Q m > > oo NOTE SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 AND SHALL BE -PAID FOR AT THE CONTRACT UNIT PRICE PER TON 'SEDIMENT CONTROL STONE.' WIRE MESH SHALL BE HARDWARE CLOTH 23 GAUGE MIN. AND SHALL HAVE 1/4 INCH MESH OPENINGS. TOP OF WIRE MESH SHALL BE A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR ANY DIVERSION POINT. STEEL POST SHALL BE 5 FT. IN HEIGHT, BE INSTALLED 1.5 FT. DEEP MINIMUM, AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. WOOD POST SHALL BE 6 FT. IN HEIGHT, BE INSTALLED TO 1.5 FT. DEEP MINIMUM, AND BE 3 INCHES IN DIAMETER. POST SPACING SHALL BE A MAXIMUM OF 4 FT. (NOT TO SCALE) 3 TIMES PIPE DIA. VARIABLE 3 TIMES PIPE DIA. TYPICAL ENERGY DISSIPATER W/RIP-RAP PIPE DIA. NOTES FLARED END PIPES GREATER THAN 36" WILL REQUIRE CONC. SLAB AND OR RIP -RAP TO PROTECT BOTH ENDS OF PIPE f� RIP -RAP DIMS. AS SHOWN ON PLAN FROM CHANNEL THUS 4" FILTER STONE BED OR FILTER CLOTH OR 10 TYPICAL CONC. fj�� fi�� was FLARED END �` SECTION O� Q O RIP -RAP PROTECTION AT OUTLETS NOTE: FOR PIPES ON MILD SLOPES TYPICAL ENERGY DIS%PATORS NTS } 2'r 3" i AGGRE6 7L=MPOR4RY GRA KSL CONSTRUCTION EAMANCE NTS VARIABLE AS DIRECTED BY ENGINEER (10' MAX) �l�iF[�1'L�C3i�!��77�i=',r��17.7f•7�F=.��:�.�•',�i STEEL POST WIRE FABRIC UV RESISTANT GE07EX77LE FABRIC TAMPED SACKFILL .rt I�DTSSURY 11 r GROUND LINE 7/57 FABRIC 6" MIN. rFMPORARYSILTAFNCE NTS ADMNNG SLOPE SHALL 12 NOT EXCEED 1,20 ====g 1 1,12 MAX SLOPE �wx CURB RAMP SLOPES FLARED SIDE PLANTING OR OTHER aC NON -WALKING SURFACE _ PAINT RAMP ' + T • y A SIGNIFICANTLY . . . . :=:::'-^ : =: . . y y =4 CONTRASTING VALUE . . • r=4,-�': + . r . - PER REQUIRED CODE • • • -_---__ _ (TYPICAL} yy yy•y-y" -- - ---- = ---------------------- .•'•'.'.yy 1' 10 (A) FLARED SIDES 10 (13) RETURNED CURB IF 'X' IS LESS THAN 48' THEN NOTES: THE SLOPE OF THE FLARED SIDE RAMPS MUST SLY WITH NATIONAL AND LOCAL CODES SHALL NOT EXCEED 1:12 ALL "ACCESSIBLE ROUTE" SIDEWALKS FROM PARK SPACE RAMP TO THE PATIO AREA OR REVROOMS SHALL COMPLY WITH AZA-A.G. STANDARDS FOR WADTK SIDE SLOPE (1:50 OR LESS), AND RUNNING SLOPE (LESS THAN 1:20) /� r y /i },( MUDS aim TACTILE SURFACING ON RAMP SURFACES: `/�/f /4� 1/Es" DEEP GROOVES 1/4• a/4' rnDE, AND a' o.c. NTS ARRANGED THAT WATET WILL NOT ACCUMULATE L 18" OR 24" I 18' OR 24' E 2" I b d - d - ' d. d 24" CURB & GUTTER - 36' VALLEY GUTTER 30" CURB & GUTTER - 48" VALLEY GUTTER SEC77ON PROVIDE EXPANSION JOINT AT MID -LENGTH PLAN CONCRETE VALLEY GUTTER NTS 1/2" RAD VARIES 3-q A Q` 1/8' RAD. 6' VARIES 6' .4 e - w e. e a ■ . a 1. _� }_ 24" CONCRETE CURB AND GUTTER SPECIAL GUTTER GENERAL NOTES: N° SCALE . Contraction Joints Shall Be Spaced At 10' Intervals, Except That a 15' Spacing- May Be Used When a Machine is Used or When Satisfactory Support For The Face Form Can Be Obtained Without The Use Of Templates at 10' Intervals. Joint Spacing May Be s' 1 Ir Altered By The Engineer To Prevent Uncontrolled Cracking. -.. i 4_ - .. !6 Contraction Joints May Be installed By The Use Of Templates Or Formed By Other Approved Method& Where Such Joints Are Not Farmed By Templates, A Minimum Depth Of 1 1/20 Shall Be Obtained All Contraction JIo►nts Shall Be Filled With Joint ` Filler. Expansion Joints Shall Be Spaced At 90' Intervals, 24" SPILL GU7TER And Adjacent To All Rigid Obfects. NO SCALE All Curb and Gutters Are To Be Poured With Gass "A' Concrete. (3000 PSI) Flexable Forms Are To Be Used When Radii Is Less Than 200: �l EXIST. l 3O" RCP resi�� NTs MANHOLE RING AND COVER V-IJ84 'STORM SEWER" GROU EAST JORDAN IRONWORKS TOP EL I t.6 I i EXIST. 30" RCP 0110010 P4 lot Pea la, a F-P BARS 6 CENTER TO CENTER EACH WAY NOTES:- MORTAR JOINTS 1/2 f 1/8" THICK CLASS 'AA" CONCRETE TO BE USED. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. METAL STEPS TO BE PROVIDED 1 -2"f CENTERS SOLID CONCRETE BLOCK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE PERMITTED. T6_ ELEVA 77ON MIS JUNCTION BOX NO, 2 JUNCTION BOX NO. 2 TO BE CONSTRUCTED y TM BOX NO. I SIMILAR THIS DETAIL Jul fv IN57DE DIMENSIONS. 4'-0" X 4 =0" SEE PLAN FOR TOP AND INVERT ELEVATIONS N. T. S FRAME AND GRATE V-5622 EAST JORDAN IRONWORKS TOP EL 10.0 ' DUAL 8' PVC 24" 8" INV B92 ' .. d ' �O - ♦. q GENERAL NOTES, CLASS 'AA' CONCRETE TO BE USED. �FORMS TO BE USED FOR CONSTRUC77ON OF BOTTOM SLABS aClop MLI7 Nr 1♦ ALL MORTAR JOINTS TO BE 1/2' PLUS OR MINUS 1/8" JUMBO BRICK WILL BE PERMITTED. N.TS PLAN TOP EL 10.22 INLET EL 9.55 BIORETEN770N CELL ALL SIDES BOTTOM EL. 8.8 4" GENERAL NOTES- MORTAR JOINTS 1/2" + 1/8" 7HICK CLASS "AA' CONCRETE TO BE USED. 8" THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED 36" RCP 36" RCP BY FORMING ALL DROP INLETS OVER 3'-6" IN DEPTH TO . BE PROVIDED W TV METAL- S7EPS ON 1 -2" CEN7FRS. INV. 5.18 CONCRETE BRICK MAY BE USED 1N UEU OF CLAY BRICK. • JUMBO BRICK WILL BE PERMITTED. SEC77ON A -'A DROP INLET NO. 2 N. R7-8 NOTE SIGN TO MEET ALL STATE LOCAL AND ADA REQUIREMENTS .HAAAXCAPPM PAAKM 69W not to 9cde 2 -O" 6' I 12" 1 6' PROPOSED PAVEMENT 1/2' X 2 =0" LONG DEFORM BARS ® 24" OC xr's NEVER CUT A LEADER THBT ONLY SECONDARY LATERAL BRANCHES BY 1/3 TO COMPENSATE FOR LOSS OF ROOTS FROM DIGGING, PLANT SHALL BE OF SUCH SIZE THAT REQ'D THINNING SHALL NOT RENDER FT LESS THAN SPECIFIED SIZE. PRUNE BACK FLUSH WITH REMAINING BRANCHES - DO NOT LEAVE STUBS NOTES - GENERAL PREPARED SOIL MIX - 1/3 SHREDDED BARK 8: 2/3 EXISTING SOIL WIDTH OF PLANTING HOLE IS DETERMINED BY SOIL TYPE - CLAY SOIL - 12' WADER THAN PLANT BALL SANDY SOIL - 24" WIDER THAN PLANT BALL CONTACT LANDSCAPE ARCHITECT BEFORE INSTAWNG PLANT MAT'L IN AREAS COMPACTED BY HEAVY EQUIPMENT. MULCH AREA 36' DIA. MIN. 4' "CH MIN. VARIES SAUCER SEE NOTE BELOW FINISHED GRADE TREE SHALL BEAR SAME RELATIONSHIP NA TO FINISHED GRADE AS TO PREVIOUS PLANTING DEPTH. PREPARED SOIL MIX - SEE NOTES BELOW LOOSEN BURLAP AT TRUW, BUT ALLOW IT TO REMAIN ON BALL VARIES - SEE NOTE BELOWMEE � A� A75 THIN ONLY SECONDARY LATERAL BRANCHES NOTES - GENERAL BY 1/3 TO COMPENSATE FOR LOSS OF PREPARED SOIL MIX - 1/3 SHREDDED BARK 4 2/3 EXISTING SOIL ROOTS FROM DIGGING. PLANT SHALL BE WIDTH OF PLANTING HOLE IS DETERMINED BY SOIL TYPE - OF SUCH SIZE THAT REQb THINNING CLAY SOIL - T2" IMDE R THAN PLANT BALL SHALL NOT RENDER IT LESS THAN SANDY SOIL - 24' WADER THAN PLANT BAIL. SPECIFIED SIZE. CONTACT LANDSCAPE ARCHITECT BEFORE INSTALLING PLANT - . MAIL IN AREAS COMPACTED BY HEAVY EQUIPMENT. NOTES - AZALEAS, CAMELLIAS, & RHODODENDRONS PLANTING SOIL MIX SHALL HAVE A pH RANGE OF 4.5 - 5.5 2/3 ORGANIC MATTER + 1/3 EXISTING SOIL PLACE 1/2 OF ROOT BALL ABOVE SOIL MIX AND COVER WATH MULCH 4' MULCH MIN WHEN PLANTING INDIV. SPECIMENS, PLACE 1/4 OF ROOT BALL ABOVE SOIL MIX AND COVER WITH MULCH SAUCER WHEN SETTING OUT MASSED PLANANGS FINISHED GRADE VARIES SHRUB SHALL BEAR SAME RELATIONSHIP SEE NOTE BELOW TO FINISHED GRADE AS 10 PREVIOUS 4• PLANTING DEPTH. PREPARED SOIL MIX - SEE NOTES BELOW VARIESSEE LOOSEN BURLAP AT STEM, BUT NOTE BELOW ALLOW IT TO REMAIN ON BALL 12' I _ VARIES - SEE NOTE BELOW _ PLAM DETAL Arcs CARol ,�pt<tls�e�ul,,p�i • . •• ••'�y Engineers �r0 '' 107 East Second St. Planners t ' Q� l Since Greenville, N.C. 27858 SEAL _ 1918 (252) 752-4135 Surveyors 17376 = • �� BEAUFORT COUNTY SCHOOLS EASTERN ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS DATE 3 WASWNGTOM BEAUFORT COUNTY, NORTH CAROLINA SURVEY CEL DRAFT BRC SCALE DRAWING NO. SHEET a"- IRC CWECK MT 1 " 30' W-2635 5 OF 5 V 0- CD C7 lV tt� 0 CV CSC? CV CCV O z w J LLI LLI Q w 3 0 0 U 0 U 0 LL Q ul m c•> OC F- L)FLLI w 0- 0 z J k DECK PROPOSED SIDEWALK AND CANOPY - r � PROPOSED SIDEWALK 1 R9X !? r),o(m l SVJ 706�0-7 ft� . General Notes- 1. CONTACT N.C. ONE —CALL (1-800-632-4949) TO HAVE ALL 1. SUFFER YARDS: J. PLANT MATERIAL: UNDERGROUND U77LI77ES LOCATED PRIOR TO EXCAVA71NG A. AN APPROVED BUFFERYARD PLAN IS REQUIRED PRIOR TO ISSUANCE A. MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE W7H THE OR TRENCHING ` A►£iv�r ZONING REGULATIONS A5 FOLLOW us OF A BUILDING PERMIT. Z ELECTRIC AND TELEPHONE U77LI77ES SHALL BE INSTALLED a $ 264 B. A DETAILED PLAN77NG PLAN IS REQUIRED PRIOR TO ISSUANCE OF PLAN77NG MATERIAL TYPE UNDERGROUND. A TEMPORARY CERTIFICATE OF OCCUPANCY. J. DUMPSTFR PADS SHALL BE SCREENED. C. ALL REQUIRED VEGETA 77ON SHALL BE INSTALLED AND APPROVED 1. LARGE TREE - SINGLE STEM 1 112" CALIPER PRIOR TO ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. MULTI -STEM 6' IN HEIGHT 4. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING. r. 2. SMALL TREE 4' IN HEIGHT 2. Sl1E DATA: J. EVERGREEN SHRUB 1' IN HEIGHT 5. PARKING LOT SHALL BE STRIPED IN ACCORDANCE WTH PLAN. � A. REQUIRED STREET VEGETATION (BUFFERYARD A): B. ACCEPTABLE VEGETATION SHALL BE PROVIDED IN ARTICLE 27-69(a). 6• ALL REQUIRED IMPROVEMENTS SHALL. COMPLY WITH THE CITY OF W49WNGTON STANDARDS ¢ ' ,OH LSMALL AVENUE W,S L(iff 261) 075 L-F.) 4. ALLOWABLE SUBSTITUTIONS,• SHRUBS; 94 7. THIS SURVEY IS OF AN EXISTING PARCEL OR BUFFERYARD 'A' PARCELS OF LAND. SHRUBS; 10g 1 SMALL TREE = 4 SHRUBS 1 LARGE TREE = 4 SHRUBS (IF > 8' IS AVAILABLE) 8. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. YL C I N I Y M A P B. REQUIRED VEGETATION (BUFFERYARD B): 9. PORTIONS OF THIS PROPERTY ARE LOCATED IN A FLOOD ZONE A 1" = 1000'f PROPERTY LINES (AREAS OF 700 YR. FLOOD AT ELEVATION 11 — NGVD 29 SHOW AS SHOON NO IMPROVEMENTS WITHIN 250 FEET OF COMMUNITY PANEL NUMBER 370017 0007 C DATED FEBRUARY 4, 198Z ADJOINING PROPERTY LINES, OTHER THAN PUBLIC RIGHT—OF—WAY THEREFORE10. NGDOT DRIVEWAY PERMITS REQUIRED. , BUFFERYARDS ARE NOT REQUIRED (27-67(b)). 11. CONTRACTOR SHALL N077FY PUBLIC WORKS, STREET MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING CONNEC77ONS TO EXISTING C. REQUIRED VEGETATION LOCATED IN EASEMENTS; STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS NONE OR RIGH T—OF— WA Y. r 12. SOIL EROSION AND SEDIMENTATION CONTROL PLAN APPROVAL REQUURED PRIOR TO INITIATION OF ANY LAND DISTURBING AC7IV777ES I� Notes- VAlK T EXIST. SIDEWALK AND PROPOSED CANOPY I CEDAR 3' CEDAR iiii I I taut. PAD PROPOSED CANOPY D EXIST SIDEWALK r� 10' DW 5' D w I j r' MAPLE; . 8" ow ll =- 12' CHERRY 747 s' ow� TRAFFIC 12' o w 42 ' OAK ARM Er1s z CONE WALK •-' EXIST. C&C TRAFFIC /ARM '\• - �_ - \ "ON 10' WOOD / OAK\ Z PINE- � I s Dw k 1 \ 3' PtUAf 10- owLw i 4 Dw I 1 III i�� T1I�� T1 II 1r7� _ IQ I t r 1d 5' 26' Y I 70' PINE 4 I ry - j x • 26' PIN 60' OAK - - - o6 J I -- 15 PrNE" h t 1 4DW 18 " . ,PINE- I 28' PINE 30' PIlYE I :I i ti%'I/: 20' PINE ,, ^01 8' ow I I �r y• { 2 Dw \ 11, 20 PINE � 26- PINE l Tt 26' PINE 20PINE %I'l\18' PINE ! , __2�4-PINE 1 �6=p1NE 111 2- A/APLE pA" J ~ " ow J r ------ TREES (12- AND LARGER) t l 3 TREES (4" TO S ) 6 (0!6 DROPPED CURB FOR RELOCA TED FENCE MAINTENANCE ACCESS 1 & A 9' 1 Site Data f//A TOTAL ACREAGE IN SITE. 38.25 AC. APPROVED EELACREAGE IN COMMON AREAS.• NONE _ _ N�TM�MENTi4L ` IrVXMEM8ff OOY�li881GN / H U 5 2 , ACREAGE IN RECREATION AREA(5) AND THE LIKE. NONE DNMM OF WAM CLK" % '/ �� / rr ■■ R TOTAL NUMBER OF UNI "EDROOMS. N/A ° ` ^ - r ' ^ -- A44Y Z 9 2CLO 49� e�B� _ �Stnrmw�ier pan Na uj ao 34.70 % gQ. W. EXISTING CROSS FLOOR AREA: 61,$76 SF PROPOSED GROSS FLOOR AREA: 61.876 SFf (NO EXPANSION) a b 9' P. q GRAPHIC SC) 30 0 15 30 w �C ( IN FEET ) i inch - 30 ft Owner/Developer BUILDING LOT COVERAGE: 3.7X EXIST BEAUFORT COUNTY SCHOOLS BUILDING HEIGHT IN FEET AND STORIES. • 16'f (1 STORY) eat CA t � A� }� clo PHILLIP BOYD l t Vtiii> to TOTAL NO. OF PARKING SPACES: 144 SPACES (INCLUDES 6 HC) �".� _ �'+ 1010 PENNSYLVAN{A AVENUE Engineers 107 Base second St. Planners PHONE: 5 NC 27889 TOTAL N0. OF BUS SPACES 10 SPACES a ,� Since Greenville, N.C. 27856 PHONE: (252) 945--3735 1918 (25a) 75x-�xSS Surveyors TOTAL SQUARE FEET OF EXISTING IMPERVIOUS AREA: 119,109 SF. I7375 References- TOTAL SQUARE FEET OF PROPOSED IMPERVIOUS AREA: 200,445 S. F (68X EXPANSION) G1 BEAUFORT COUNTY SCHOOLS 120 '8eeo�' PROPERTY DISPOSAL MAP IMPERVIOUS AREA FOR PARKING AREAS; 133, 741 S.F. f' `4 � � v EASTERN ELEMENTARY S C N O O L WASHINGTON HEIGHTS PROJECT NO. N.C. R-50 CURRENT ZONINGS R9S (RES7DENTTAL SINGLE FAMILY) PARKING L4T IMPRQVFMElV7� PARCEL NO. 2 TAX MAP: 568506 PARCEL NO. 01-027310 DATEZ ZC� 03 NCDOT ROADWAY PLANS (PRO,UCT REFERENCE NO.WASHINGTCK BEAUFORT COUNTY, NORTH CAROLINA 9.8024837) SURVEY CELL DRAFT BRC SCALE DRAWING NO. SWEET ION R CHECK FqT = 30' W-2635 , nt 5 . f • .b C. -1 - _ ■�i- • 7-`i'R+f'�f.•a.•.�wa9a .__. _'1.'�.• _�iZ� _�. __�—. Lr- k'i �� : �•-_ ••�Y E. a A ar•a-a;•�la.ca5a __ -- ! �• - -- - � � �r u:corms n .:_rz �•�_a .-r--�ar.._�� _rz.v�a�at �ae[�[��e-�-ate � y ��z.�s� - - u Iu - a Mal II - Foot .ff� ETOP TOP 31.48 rA1V. 25 9e /NV. 25.64 (157is" Rcpz= Do . ? w 2e I i9VV 2Cr.33 - - - - - -- - -- - ---- - - - -- - 1 IMAPt- x 150-R � f - �• 71Mrtl \ i�T\ I t + 1 XOAK { l a - � t � I r2' Doc�o�D 1 ; _ REMOVE TREE �► , (TYPICAL) ,� dvu 2328 ? l W I 24' PrhE y Cf, m RELOCATED FENCE DROPPED CURB FOR 00 �T MAINTENANCE ACCESS .� & fix_ I I ?,. PtW , z� , j � I REMOVE C&G \ � ;1 AND PAVEMENT- o k i 0.; It TO SAW -CUT LINE j P�fE p _ ti COAR 3" Cf7AR \\ / I IIco y i I f 1 W 1 1 - - - - --- -- - - --- - - - _ - _ i tl C� I{ � CdJG PAD � � � � - -- _ ` � t 1 GAS SERW ZVAPLE cm 18' Dwi 1 t l t r 12- CHERRr I \ F i ' , ', - 'c i _ 11ITs ; �__ _ ' e REMOVE COWS 1.1 1 i 1 vaP �- �' `i r2- ow e' ce WALKS BETWEEN �� SAW -CUT \ RELOCATE CHAIN LINK r o �17 t MP 2aar OAK SAW -CUT LINES I LINE , y z6- w.u�ur FENCE 7m PED. \ ; m �r � � �� Arl! 22.4E � EXfSF. COruC�wALrC ` \ � 1 x y 1 f\CiMOvL GUTTER'S tf EX15T. CSC r TO S CUT 1 I SAW-pJT SAW=CUT -- - t , - - - - - -- - - - — - - -_ y . fLNE \ �-------_� _ v_ - - _ __= _ REMOVE _ I \ LINE 1 LINE \� `+ 10, t - �-gP �fi x �IDw yy ` 1' BP (TYPICAL) _ IPn \\ DUMPSTER PADS - _ �, aP t'1 �eP_ - -- - - - -- _- ' TO REMAIN a' t l �� ' \ ► = ' ' ° - - — TQ- Doc -__,--_- _ - -_ - --- 15' RCP i I '! sr- p E ��' : i 1 I ( 0 54' OAK - -� �`�� T PULE TO �E - - - - _ - ---- - - s� RELOCATED BY CrTY TOP fiy Dw o 3-PcuM 1o'Dw LF WASMNCTUAI - - - -- - - - — - A'EA/0ty _ ;; 1 I I T- �� -T - F Il 1 4+�w-- �A`E7y 11 REMO C& i i - - - - -- ,� ''�E - - - - - - - --- - o I t , ► 1 rr= CQAIC. WALKS k \- x 2D' Prx� AND VEMENT- I ; I B SAi�K- •:�\ i t '� 80' OAK CUT ES 26'15' AWE .\ I k I raP 75 ! 18' PINE - \ ( HV. 19.73 J5' RCP) I �.•,,r.: • ; # I ( 1 1 1 I j MWO:E RCP. 1U AND \ E I I 4" DW Avy 19 21 (18' RCP) /y/y//�p�/� I _ ri OAKRER PLUM it I I ]i i Dw I t t 1� 1t \ T8'RC:ES --- ;: I R� 3 1 1 'r '' REMOVE C&G mm _ n.ss rr� s.�► ✓ 28" PINE j''}� �+ r� i �� ill 1 >> I \ ♦ I 1 / i I t r - \ �1 7.l1 hV I �. P1NE i ' I - a- D>r 1 , . �-;,/ I , _ AND SIDEWALK Mr . oa /(our) ->> ` 1 U �I 1 I 2�w �' PANE �, ,,,� 1 1 � � � � ; : t k FOR INSTALLA T10N _ �E ' , SAW�CUT L1NE � ' _ OF DRIVEWAY __ ° 2a` PINE zc P+NE 18" PINE 24 ----------` ` I. I REMOVE EXIST.��ROD wV.B5 I 2• APLE DRIVEWAY � 1 .A- 1 1 f rcw�1#7sr� I p ,r �RYARD 1 �,�` �nrV is.50 (is; 10 au T5.2a (?4 J sew_-_ REMOVE C&G � � r ► f r r � raw T9 st � � r � NV 1262 AND SIDEWALK I - �T3 T>?EFs (1Y IIND t.�aER) I � � 'T.� ~ rElP 22.J7 � �=_� �� -� , _ FOR INS TALLATIQN 1 2 MA 3 rREEs (* - TC} 6) !!! -- f— �+r v. rs s6 11� LINES T r Ttsa �9 OF DRI VEWA Y I$ iwv. ».3f SAW -CUT LINE `l TOP co SAW -CUT TO Fl (ADVST (BADE) T2.B2 _ NV 27.69 / \ ` �l LINES ►Nv. 5.87 / JrNTOP _ NV r2.4g rxv..�os (red I TOP 22.37 wwcy 26 7D r / ca � SAW �-CUTT -1 % T.I31 LINES2 MAPLE ` M �35 v W 49' 6//L A (80 f 3 R/ 11 DEMOLITION PLAN j En �ee rs 107 E*A second SL SEAL r f98 Greenville, N.C. Z7856 Planners 11� � 17376 - c�� -4135 Surveyors GRAPHIC SCALE ,� BEAUFORT COUNTY SCHOOLS so o ss 30 so 120 `'p �'��•� EASTERN ELEMENTARY SCHOOL ' PARKING L 0 T IMPROVEMENTS - 1� (� FEET) DATE Z 03 `I inch =30 ftWA5HINGTON, BEAUFORT COUNTY, NORM CAROLINA SURVEY CEL DRAFT BRC SCALE DRAWING NO. - SHEET . F rcN Roc rlwrrlv POT 1"= 30' W-2635 2 5 ryx 36.E , 6 MAPLE IFCK `• \ i t! J The project consists of parking lot staff, -off arty pick-up e //,• _ , t! st� faculty and bus will aiso b c t. Contractor must schedule a prec y� 4A1 QAtr ,� I ♦ erosion control officer prior to hl `f� / 2 Demolition of Existing Facilities J. Construction of Storm Drainage 4. Rough Grading Site 5. Installation of Curt and Gutter C8 TOP TOP 31.46 � \ l r / TTER NV 25.98 wV. 25.64 (152 t 1 rr \.� 6. rre Grading Parking Lot �� 25.68 (1e )1 ! ♦ PROPOSED SIDEWALK ZPlacement of Bose and Pa►bmen leRCP `� T5 .` AND CANOPY _ryY f + 8 Construction of Bioretentiorr Area it TOP 2a 4A ` IX ,id7 37 OAK fY - _ _ _ 9. Landscaping / Seeding & Mulchin 4 \\ -- Several of the items listed above m r ♦� �- • = 00 An anticipated time schedule of 90 MAP f ♦; IW R11il \\ _ > GAJC �}•+ PROPOSED `� + SIDEWALK J6' a LQ i s a Z PINE' = P "T r l ♦ F 'i I ! ♦ t. VAULT 24'FftE t ; ! ♦♦ EXIST. SIDEWALK AND i \♦t �� a PROPOSED CANOPY i r � d { rr 4j\. _ t 1 f f 1 .3i.,�z a�Q.T,`1 + l CEDAR 3' CEDAR .ID PI f i I i I Co j � tt / ; h �IL,Z �Q ♦♦` f CONrw PAD To,' DW 6' DW I II j 14k� t GAS _VRNCE i k I \ 8, DNS' f \ i ; 3 MAPL i t �`, 1 �� 12' CHERRY -- t E I '". � BENCHMARK I ` i l f + �� t L - �. � � � ° c�D o� STA TION: B 213 %ry i &W - - - ti C8 t 4Y DAK ELEV 30 22 (NOW 29) i + 4. �p + - rap 1e.r r k �2 r y'� EXtSF. C4�tG WALK EIoST. CSC TRAFFIC ^ \t - -' f �• I ARM !f I y — 1` r f r t + ! l 15• � � { `' 21. P+N£ I f, _y _ _�' ' (� \ ff i-y go. �f v�t5s" t�AKA i 11 I � t r t t E TOP 1 ,14 I j 6' D+V Or I 3' PLUM 10 DW / / I /f r + �I t 1 � 1 JHV. 2 .76 � � `1 / 1 } � T f� I t��r-7 ! T T I ! 7 I I 4' DW 5WFU 20' PINE it Z �\ � f 126' PIN '// `fr # i �iUA 1♦ r `�♦ `\ \ 1 '! } iC! % _ � 5 PINE I D1 75 cq +i 1' 1\ tt t i 4" DW 1 / 1 f I Y N►! 1i'.73 (15- RCP) Q 1NY. 19.21 (t8' RCP) r t !� I / ♦ f jf ,� , t ' I 1 O 3 MA ' . „r;, ; t ! � \\ t\` r r /3' DWO 1 N ♦4\ yrr 26- PWE n� ' 1 t` N r r + t 1 20' PINE t 21; PIN£ r 7 t i 26•fAffiE 20 PINE �r - PW tr 1 r i / r� __24 � Zy /� f t J rr, /♦ 2' MARLE t�� > l ll 1 I I }F , \ , . ,- 1 f t rr �10` BUF��YA W ' .D _1 FI LAR L�LI f +i t t r3 TREES {rz' AND c�IP%� TAP 22"37 I � � � � r Ff -_�� ,! F- + 1 3 TREES (4' 'O 8 } IN✓. 19.56 VcLq - W 22 V `- jj ca [[TOP J1.r?�� it / ! �� ' l f F- AVV. 26 79 `. r / J''i to v. 19 / T f _ - /� AVV 26 7V OUT Ly ,, �' J��_ �. �' f {vr, T. ,/ yi�F �� - C L tli �� 2 MAPLE,f •--�' G '�-Lj3 5 o \\ / _--'il~ (so R/W GRAPHIC SCALE 1� \� dr 30 a 15 30 60 120 GRA DING AND DRA I . � NA GE PLAN IN FEET 1 inch 30 it BUS PARKING -A-REA 4• -- o+sn Control Prate• Sion$ to occomodate - lone to facRitate student 1. NO LAND DISTURBING AC77WTY BEYOND THAT REWIRED TO _ ucted. INSTALL APPROPRIATE EROSION CONTROL MAY NOT PROCEED . UN77L EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY. fiction conference with the T ,and disturbing activity Z SCHEDULING OF A PRE -CONSTRUCTION CONFERENCE WITff THE 3 Wars EROSION CONTROL INSPECTOR tS REQUIRED PRIOR TO INITIA7701V LAND DISTURBING ACTIVITIES. FOR INSPEC77ON 2 weeks CALL (252). 946--6481. 24 HOUR N077CE IS REQUIRED. 3 weeks -1 INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BASIN 3 weeks 4. PROVIDE 2V X 50' X 6' STOW CONSTRUCTION ENTRANCE A r 2 weeks ENTRANCE 70 PROPERTY FROM HUDNELL .STREET. 2 weeks SEED OR OTHERWISE PROVIDE GROUND COVER DEWCES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR 2 weeks ALL EXPOSED SLOPES INTHIN 15 KWKING DAYS OF C007LE77ON OF ANY PHASE Or GRADING 1 week 6. CONTRACTOR SNALL INSPECT AND MAINTAIN AS NEEDED ALL constructed simultaneously. ER0510N CONTROL DEVICES ON A MEEKLY BA -VS AND is expected for this project. AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES 1N PROPER NORKING ORDER MA Y RESUL T IN A S70P WORK ORDER OR CI VIL PENALTIES UP TO $500. 00 PER DA Y OF WOILA 77ON 7. 7NE ENGINEER RESERVE'S THE RIGHT TO REQUIRE ADD17IONAL EROSION CONTROL MEASURES SHOULD n'IE PLAN OR 17S ►MPLEWENTA71ON PROVE TO BE INADEQUATE Pa vement Desigrn- STAFF PARKING LOT --- 6' CABC - 2' BCSC (TYPE 1-2) BUS PARKING LOT ------ 8' CABC 2" BCSC (TYPE 1-2) Seedv�q S - Seeding Mixture: (January 1 - December 31) Tall Fescue - 75 pounds per acre Centipede - 5 pounds per acre Common Bermudagross (unhulled) - 50 pounds per acre Fertilizer -- 500 pounds per acre Limestone - 400 pounds per acre Waste and Borrow Locations: (January 1 - December 31) Taff Fescue - 50 pounds per acre Pensacola Bahiagross - 75 pounds per acre Fertilizer - 500 pounds per acre Limestone - 400 pounds per acre E IS77f_L1i x 72.0 SPOT ELEVA nON X 70---- CONTOUR LINE --- 70---- [� CATCH BASIN OR DROP INLET -- - - STORM DRAIN CURB AND GUTTER SPILL GUTTER SYMBOL CAA IAL OeMteA- Engineers • 107 East second St Planners S AL since . GreenvtIIe. N.C. 27858 1�3i$ 1818 (252) 752-4135 Surveyors .� BEAUFORT COUNTY SCHOOLS ' - D �`tS)EASTERN EL EMENTA R Y SCHOOL - PARKING LOT IMPROVEMENTS DATE 43 WASHINGTON, BEAUFORT COUNTY, NORTH CAROUNA SURVEY CEG DRAFT BRC SCALE DRAWING NO. SHEET _ L IGIN qpc CMFCK M� T 1" 30' W-2635 OF 5 ► Mares ✓ i r�• h f� f r, 1c! ( `r WITH WERE MESH REINF. SPECIAL d' DM \ I I GUTTER f - � -�� f f ► r .' r r f r � B' W1 ! `u� IRAFFJC t { = Sp►iL/ '2' r L, i `r fF �f ; + f : _t Y ? T�IT7� L1f_V 2 Y EGST. 2 TONS -- CLASS B RIP RAP } W/ FIL TER CLOTH UNDERLINER (4 X3X1.83' THICK) r I 24•�,2 t 1.F� I r / r r ! - f 1 ` Jr X x_ - _ ENLARGED PLAN s' PtUU rc- DIY i 1 i t }:f f ! `, " 81ORE7EN770N CELL BOTTOM DIMENSIONS SCALE,• 1' = 1 Q' 45' WIDE X 140 LONG fr f� 4' c w �� ! i 1r r ff I f r ! r BOTTOM EL 8 8 T - T{ 11 _ r r s 2�1 f f `r 1 f 1 r! / �.' S CIAL x ? 51DE S OPES } i �r !r r f f !' !R rf RIP RAP ENERGY 3' WIDE . + rf . �} rr K 7 TONS - CLASS B RIP RAP DISSIPA TOR �TYP.� ��, RIVER BIRCH INXBERRY s f f , , ! r ?`` , 1 1� W/ F7L TER CLOTH UNDERLHVER _ I ! f --- (8XBX1.83' THICK r ti f r! r ffr t 1 r RLx/0 1 -- -- �� _ -t- - r f f f RE0451ER DOGWOOf] I'{-'P"'�£ , ` 1f f4N IPES AS RFp. FOR r DTrfl�r 1 - _ --°" -- BRILLIANT < _ / r , ✓ . \ r ,` h�f ! c sTRu UAL " P y - - x HOKEBERRY WASHINGTON HAWTHORN r 18- € -WE ;' \ r` t ; , ` r�� i �b f' AINAGE S C fI If EES , Ii1P 1 _ _D. 3 DUAL 8 P _ t! lI ►F�r r ,�: l f . y f �N B.92 - - - 1NV. 8. -- r t i �FirY. 1 73 (5` RCPj , � � f - t BRILLIANT - � NrV. 19.21 (18�RCP) ! tt ` r 1 r r< •n • 1tr' NN / A 8'dRe FESr !` DI ND ,�' — _ w aw s �r + - FIELD TYPE CHOKEBERRY 3bc RC FES 1 r.9s r TOP 10.22 • r. ,r rr ss . t `�� `•jvi 71; (N ` s t _ - IN 5. % r)� 2.05 - _ JIVL ET EZ. 9 55 Qr 7.09 ' --- &' flit r — ►- �a � t 1. . < . '� , ` ��. 2 f WASH1NG70N HAWTHORN 36 CP D D.2Z'`- r -- t + %iij may` FED. t r `� TQP t1,6 �. '--_____-----_-e___-_ fNKBERRY WASHINGTON HAWTHORN . ENLARGED xx SWEET PEPPERBUSH SWEET PEPPERBUSH SOUTHERN WAX MYRTLE WAY 15.2a (24' ' �~� �� 't V. .37 30 ~. -x- - _r_ ! �-_ (-J, r `Rf_y iNr( 5.37 3s�' - -----------____ BRILLIANT ' 1 —, , �� ` �• 1l.2 ~` Y - a x _ INKBERRY CHOKEBERRY. SWEET PEPPERBUSH -i / -- LINE wV. 1252 1 -___- SOUTHERN - -�-_ + ��lr ��`` aa�wvicr +, WAX MYRTLE t95s sOTOP 144.56 �� ,ff ,b ' � Y �� SILT -`�- Iry 9.31 Ottr ,� P 1 MISTALL 48" X 8" THK. (ADLJ[!ST TOP C9 f ----------- 4 �10 = I� CONCRETE ALLEY GUTTED To FIN GRADE) A 12.4112 H - --` �— — _ - -_ - - -�r R�NTION AREA PLANTING PLAN INSTALL CONC. C&G AND SIDEWALK REPAIR STREET PAVEMENT =�1 1 ` I =30 AT CLOSED DRIVEWAY. GRADE, SEED TO SAW -CUT LINE Arvv. s 09(1e2 ` �J` y - AND MULCH OLD DRIVEWAY AREA. _ .f --- f = 94V 551 (.303 � 12-11 REPAIR PAVEMENT 70 SAW -CUT trfv- 704 AV o LINE. Ni! 187 Ci 4 � DOUBLE SHREDDED HARDWOOD MULCH PLANTINGS T7JP EL 10.22 INLET EL 9.55 4 GE ALL SIDES BIORETENTION CELL r-4 BOTTOM EL &Y- ~ INV. 5.18 I � SEE DROP INLET DETAIL t - ON SHEET 5 - ORETENTION AREA -TYPICAL SECTION N Ts q Riy�era q0% Engineers 107 East second St. SEAT Since Greenville, N.C- 27s56 Manners 17376 1$1e (252) M-4135 Surveyors BEAUFORT COUNTY SCHOOLS �" EASTERN- ELEMENTARY SCHOOL / A r PARKING LOT IMPROVEMENTS DATE Z 2!Z-il WASHINGTON, BEAUFORT COUNTY, NORTH CAROLINA SURVEY CEL DRAFT 6RC SCALE DRAWING NO. SHEET _ t-clr;N 19'Pr CHECK rnT t =' = 30' W--2635 4 S. L _ _ •�V •.. ,�.t• __- __- • _ii .�-3_._.. •�Y .�i aivt.t �.i •�1�.r :.,a i. fAQP D _ �oX 1pi'ml VV 70o d 7 - VARIABLE AS DIRECTED BY ENGfNEERi _� 1/4' WIRE MESH (10' MAX.)---- E RESOM 0.. :. D. ' O :9 : -Q • . ' �? ' 'o • 1 GA GE 4 x 4' RE AB IC �ti <`- .. ti p d TYPE R7-8A SIGN CO - A p . a . •d. . �. • f. A-- _ L. Q " NOTE v: At n TYPE R7 8D SIGN AT ALL SIGNS o SEDIMENT CONTROL STONE �:.... _, �, ,., �. , 6' 6' ' SHALL BE NO. 5 OR NO. 57 `r j __ - _ -� STEEL POST h �. o AND SHALL BE PAID FOR AT _ t o THE CONTRACT UNIT PRICE PER TON CONTROL �1 EXIST. .'SEDIMENT I' ( 30' RCP . . �: -.• - :: a STONE. d , o•o. . WIRE MESH SHALL BE a p = HARDWARE CLOTH 23 GAUGE MIN. WIRE FABRIC AND SHALL HAVE 1V4 INCH MESH �T _ -"�: _.�; -: - .�- .:.�- __ OPENINGS. UV RESISTANT E TOP OF WIRE MESH SHALL BE i GE07EX71LE FABRIC - MAXIMUM PAST SPACING 4 FT. � A MINIMUM 13F ONE FOOT BELOW w� - � a• s APPS) PAIP24G _ - THE SHOULDER OR ANY �I �7l/�.ir DIVERSION POINT. "polo STEEL POST SHALL BE 5 FT. i �—TAMPED BACKFILL not to soda IN HEIGHT, BE INSTALLED _ 2, 1.5 FT. DEEP MINIMUM, AND GROUND LINE _ BE OF THE SELF -FASTENER ANGLE STEEL TYPE. : �.':'!i-� 'if.` `•' - ,. -;�',, ; :. ,., ::,�-; f. .. - �:.� `i--k : `� PLAN --.� sEDr�a1 N WOOD POST SHALL BE 6 FT, L� Hrs CONTROL STONE 2� IN HEIGHT, BE INSTALLED -� BURY FABRIC 6' MIN. TO 1.5 FT, DEEP MINIMUM, AND BE 3 INCHES IN DIAMETER. MANHOLE RING AND COVER 2'-0' POST SPACING SHALL BE V-1384 'STORM SEWER' - A MAXIMUM OF 4 FT. 7EMPIO Y Sj% T FAf� GROU EAST IRONWORKS - - AVERAGE BOX ■1/l I'1I / I Ili ■ f ■ - L 11.6 TOP EL 11.6 �r 12r 6r - - - DIMENSION VARIABLE NT5 FILTERED w WATER �O SECTION A -A ro NING SLOPE SHALL ,2 1 1: 12 MATE SLOPE - - - - - MKS 'J•IL'fT MULTI -DIRECTIONAL FLOW CURB RAMP SLOPES FLARED SERE PLANTING OR OTHER 47- ROCKNCN-wALKNGSRFACE INLET SEDNENT TRAP _ - - - - - , _ ' _EX15 r P�L RAsaP- 30" RCP A SIGNIFICANTLY • - = (NOT TO SCALE) 4 0 PER WG RRREEDvCODE + + - _ - ` _. 4'-p + f 4 BARS 6 CENTER TO CENTER - EACH WAY N■ x NOTES -YIr I�--MORTAR JOINTS 1/2r f 1/6' THICK CLASS "AA CONCRETE TO BE USED. 'p �:'t ` `` • . ` = 7HE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY - _ •` FORMING. METAL STEPS TO BE PROVIDED 1'--27t CENTERS SOLID CONCRETE BLOCK MA Y BE USED IN LIEU OF CLAY BRICK. PROPOSED .GUMBO BRICK WILL BE PERMITTED. PAVEMENT 1r :-_: = 1�2' X 2 =Dw LONG 1 1D (A) FLARED SIDES 10 (L3) RETURNED CURS ELEVA TION IF 11r is LESS THAN 48' THEM NOTES IF BARS O 24' OC THE SLOPE OF THE FLARED SIDE RAMPS MUST cOMPLY MITH NATIONAL AN[) LOCAL CODES K Z � - L,, 3 TIMES PIP!` Dla SHALL NOT EXCEED 1.12 JUNCTION BOX NO, 2 ALL 'ACCESSi9lE ROUTE' SibfM1ALKS FROM PARK SPACE RAMP TO THE PAM AREA OR RESTROOMS SHALL COMPLY MATH Z A.D.A A.O. STANDARDS FOR MOTH, SIDE SLOPE (1:50 OR LESSI JUNCTION BOX NO. 2 TO BE CONSTRUCTED LJ LJ 0 AND RUNNW. SLOPE (LESS 1HAN 1: 20) p ,� y� yam' . y� SIMILAR TO THIS DETAIL iriVl �V T M ■ �X I �/ INSIDE DIMENSIONS 4 =0' X 4'-O" F - = _ (/� ` PROVIDE TACTILE SURFACING ON RAMP SURFACES: U = _ - -_ _--. = -_ _ —_ _ _ CURB �PS 1/8' DEEP GROOVES 1/4' 3/4" MADE. AND Y O.C. • LLI- - --- - - = _ -- - - - - ARRANGED 54 Ti1Ar WATER MALT NOT ACCUMULATE SEE PLAN FOR TOP AND INVERT ELEVATIONS. 1L V) - --- ---- -_ - _ - _ _ _ .. = _-- . -- NTS N. r S 18' OR 24" 18" OR 24' a o 0 0 0 a ! o CO g r% a [J d p a r MAX. 1 1 /2 -1 r n O RIP --RAP a f a• VAFtWBLE s rRAME AND GRATE V�-5622 EAST JORDAN 3 -nMES PIPE DIA. TYPICAL ENERGY DISSIPATER W/RIP -RAP 24' cURa currER — 36' VALLEY GUTTER JO' CURB do GUTTER - 48' VALLEY GUTTER OP EL0.0 PIPE DIA raoT s SECI7ON VqR� ' FLARED END PIPES GREATER THAN 36.1 • - - � � • DUAL 8" PVC ` WILL REQUIRE CONC. SLAB AND OR RIP -RAP TO PROTECT BOTH ENDS OF PIPE / 24" 8' INV. 8.92 PROVIDE EXPANSION �oEl_ . A r.:A JOINT AT MID -LENGTH - a _ JJJJjJ I - -UJJJJIJI - �/ RIP -RAP DIMS. AS SHOWN ON PLAN GENERAL NOTE FROM CHANNEL THUS CUSS 'AA' CONCRETE TO BE USED. �py�p rA� FORMS TO BE USED FOR CONSTRUCAON OF BOTTOM SLABS. a UM 4' FILTER STONE BED I)/?4D I r� r W J ALL MOR B AUK WILL BE PBE 112 PLUS A4 MINUS 1/8. OR FILTER CLOTH PLAN N. T. s a. TYPICAL CONC. _ ...... �S Q� o�� V R Ln FLARED END ,�t1` !� �r1c' NTS SECTIONtn o A RIP --RAP PROTECTION AT OUTLETS 24 cn �v 6' i8w a FOR PIPES ON, MILD SLOPES 1/ 2w RAD. _ VARIES 36' RCP J, 36' RCP TYPICAL ENERGY DkWPATDRS ' , 1/8- RAD. s- yAmEs6. NTs , F w � LU + ! w w 24* CONCRETE CURB AND GUTTER PLAN TOP EL 10.22 SPECIAL GUTTER NO .SCALE INLET EL. 9.55 GENERAL NOTES.• BIORETFN7101V CELL ALL SIDES Contraction Joints Shalt Be Spaced At 10' 80rTOM EL. 8.8 4" GENERAL NOTES Intervals, Except That a 15' Spacing May Be Used MORTAR JOINTS 1/2'+ f/8" TNIG7C — cS 1+47/en a Machine Is Used or When Satisfactory Support _ 2w—J" COARSE �- For me Face Form Can Be G9btalned Without The Use 24- CLASS AA' CONCRETE To BE USED. - _ AGGREGATE Of Templates at 10' Intervala Joint Spacing May Be e- r8- 8' THE POURING OF FLOOR SLAB TO 8E ACCOMPLISHED Altered By The Engineer To Prevent Uncontrolled 36' RCP 36" RCP BY FORMING. ALL DROP INLETS' OVER .3 -6' IN DEPTH TO BE U Crocking +7' , PROVIDED WITH METAL STEPS ON s --2' CENTERS °'"�" • Cal traction Joints May Be Installed By The Use Of '° INV 5.18 a'* �% CA a - _ - CONCRETE BRICK MAY BE USED 1N LIEU DF CLAY BRICK. ! U. Templates Or Formed By Other Approved Method& Where � � - � - ; : - JUMBO BRICK WILL BE PERMITTED. _ ociates, Engineers Such Joints Are Not Fomed By Templates, A Minimum ``" - `-_ = 1 f07 EEiat Second Sk - ti Depth of 1 112" Shall Be Obtained_ .: - ..: a 1` b Planners 60 AN Contraction Joints Shall Be Filled wrth Joint , ~ # - SECTION A -A s 3T5 i9iBe (252) 7s2�4 N.C. Surveyors CC Fuser. 24" SPILL GUTTER BEAUFORT COUNTY SCHOOLS Expansion Joints sal Be spaced At 90• �Iter,�t� LU And Adjacent To All Rigid O6ject� DROP ��L.NO n EASTERN ELEMENTARY . SCHOOL z CI. P_44RKING LOT AFROWMENTS _ a All Curls and Gutters Are To Be Poured With �'► - Class 'A' Concretes ("I" PSI} Z ' DATE p _ g _ _ �� ( �� ` �r � � F/ezoWa Forms Are To Be Used When Radii Is . _ - : WAStIINGTON, BEAUFORT COUNTY, NORTH CAROLiNA 7."'f/G� (� CONS7RUCNTRAAACE Less Than 200: SURVEY CEL DRAFT BRC SCALE DRAWING 140. SHEET NTS 4 CHECK MT = `301 W-2635 5 F' 5 - . I• _.s 1t— .�.�_'si ....�� ,..-_ _: s�:_� _ :..i'... s-�ti: .—