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HomeMy WebLinkAboutSW8990546_APPROVED PLANS_20000814 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 OMC) to DOC TYPE ❑ CURRENT PERMIT © APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Z0Q d C) � } YYYYMMDD 1 2 3 4 5 6 7 8 9 10 Q n" 00 N N � U LU = N � HC C TOP 31.73 " w NLt I J - �� ` INV 26.52T-jINV 28.56 NOP $2.01 !i / II /, __ -39- -- - - ` s i V UV 26.31 AsmAiT - -4Q-. - - - E ~ A INV 28 8 d / INS! WT 28.03 / \ \' I � -� ASaKar -� -41� INLET V d O \ \\ t ` / �- �- \ I AsrFALr l ` r TOP 39.67 a o INLETTOP 31.92 / r ) I // �i� � - Ali // / i INV 35.99 cto, a INV IN 29.77 J �� / 38 - - --!(s / / ASPHALT INV OUT 29.69 / / ' / _ r` - ca+cO `�\ \ \ / INLET / z /� r, E j ' /. TOP 39.07 ."-` .-. "'-'/ / = .201 W TOP HYD. i I I // / / / - - �\\ INV IN 34.79 / I I / L) c INV OUT 33.97 �� c EL. 34.61 / / / V \ \ t2 (J _ SDMH _ \ / / CONC �' Q OP 31.81 '� I -` - \ ` I / INV 36" 26.20 INV 18"IN 28.05 INV IN 28.93 �j \ J ! ' ' Jl I \ 1 ^ , / I // /� n 00 fffl / GOAL J I ( A.ALT I JQOAL / 1 J I / I \ , , 1 J GONG 1 . I �,� I ._ NCO V El // / / / I Qj 00 vJ N O 1 1 L (V N M /' `1 \ \ \ \\ / � ',� // I rc m INLET ¢ V ^ r, / �� / ( \\ TOP 42.76 / / \ i / l INV IN 39A5 > 4' o 'Y -" BROKEN ASPHALT V a L ; m ASPHALT \ ' / / m� I I AND GRAVEL INV OUT 39.90 Y Zp C i o SSMH -fir~- '' /&1�-- - - - , / ASPHALT I �\m NOV 39.15 / 1 / Q I !- SDMH < / / I / I \� SDMH } U C � TOP 37.79 /�� - /�- = _ / I I ! TOP 4i.99SOCIOECONOMIC INV IN 34.58 ASPHALT - �,.- \ INV IN 37,54 INV OUT 30.6� SDMH � r� � / TOP 40SDMH .84 I INV OUT 35.96 , � I SDMH Z 15.OAK 12.E t\ r '- - - - // INLET TOP 40.58 INV 1 WIINV N 37.11 / L Fi TOP 42.07 Z INLET INV 36.83 i U TOP 37.28 Q z OAKS \ ` TOP NV 36.83 // - - - of -INV OUTf9.2 1'- INV 12"IN 33.7i �n e B•O -- - _ _ INV OUT 30.06 ^3 cxiNG. wAuc - INV 2 "IN 29.96 / ' SD SO SD So 24 2a s INV 24"IN 30.30. SD INLET o 5' _ - "39' _ _ _40 ' , "ss - _ _ _ _ - -�+1- ` - - - 11 TH. STREET -5s _ .-q3- - o TOP 37.6i - N ^� - - °� ` - - - - -�'� ~ - - - - -INV 34.64 0000 ` A 1 Oa m { INLET 12� Z INV 37,57 ~ ` - '_ V) f TOP 37.99 _G w axr ~w w - - w w - w i INV 33.80 \ CONC. WAtK y SD ONC. WALK or TOP W.L. 35.22 INLET E O- Y 41BENCH MAR , - �.�� I �\ TOP 37.8$ 5g/ , 4 a ' ' J 4 44.38 TOP HYD. 43_ TOP HYD. / INV 35.15 / - 3 INLET �z FLOOR EL 46.90 / ,. 3o'svOAMORE INLET, �. SDMH _39 S1ER TOP 39.84 EL�5 79 TOP 37.78 INV 3815 ASPHALT r INV 37.59 �MH TOP HYD. O INV 120INN 32.66 Tom, HYD.�� �1/ PAD ci r 141' _ TOP 40.76 EL 44.49 3 TI ,, EXISTINGINV 37.34 ANNEX / D INV OUT 31.04 EL 4220 FLOG INLET7BUILDING PDUMSTER/ vINV 12"INS 32.96 1vINV IN 31.17. I CONC. WALK FL00 SPHALT /STEPS / o TOP 43,44wCVCIV INY 41.32c \ ! \ J J / EXISTING EXISTING EXISTING �� _ �^ / ASPHALT GYMNASIUM AUDITORIUM 4z85 CAFETERIA I I GR S LINED SWALE TO BE INSTALLED 3 I z FLOOR AF R BUILDING DEMOLITION. '10 DIRECT ST RMWATER AWAY FROM BUILDING / w°, EN ANCE. SWALE SHALL OUT-ET TO LEVEL I / SDMH DEVICE TYP. SEE ' G ADE W ESTABLISHED VEGETATION. / 1 43.1D WALK TOP 42.58 SHEET C1.2 FOR DETAIL I ( I \\ - - 45- - / , TOP HYD. I c� FLOORF INV 38.08 FLOOR I \\ W 24'DAK I 3 EL 44.48 _ I I /' J SSMH :j\TOP \ 00 M - E CONC. WALK G I ��yc(STING BUILDIyG� j 7 N NV 300 5.58 // - cork. WALK G � LEr I ` TO DEMOLI ED / 3 TOP 43.53 SEE Ai?CHITE RAL / r U 'TOP 43.7p INV OUT 4 2 �JfU M 1 PLANS FOR-DETAILS \ / SDMH I CONC INV i 78 SSMH 2'MAPLE SMALL *MAPLE tt TOP 41.67 c / TOP 41.67 / �' INV 12'IN 35.44 OAKS O OUT 42.68 INV IN 36.09 \ !NV OUT 35.32 GREGORY SILT FENCE_ �T1P.) INV OUT 35.96 IN IN35.24 E MAIN BUILDING 45$3 DRAIN ® ' //° TOP 44A7 FLOOR INV 43.27 �, ..r`• /-. cc MLLISTON I MAIN BUILDING sue-sTAnON EXISTING WALKS ®` DISTURBED II l rs€Q�r IREE TO BE DEMOLISHED i ® AREA t I cc DEMOLITION i i O CONC. WALK CONC. WALK W LIMITS i ` e ASPHALT ASPHALT to +DOQG wood 12 oAK +l d FLAG 1O.7iiEE I �� ,.i I 1 I ` ( /,,V` TOP HYD. L- -- - -I L ---J L --1 v �' �'� 1 SIGN Pow �+ +•iREE e'MAPLE,Lg� ENTRANCE NOT TO BE I EXISTING BUILDING i � IACOCCA! � � •oAK < 3 < s•M s•JAP. MAPLE �''P 3 6*M a"MAPLE S1 USED DURING CONSTRUCTION TO BE DEMOLISHED 24.13 3 �1R tG�C DURING PHASE I OR II UNLESS SEE ARCHITECTURAL zz MYRr1F " USE EXISTING O �_ U O 3'MAPLE 3•MAf'lE �,j Z SDMH cr 3•MAPLE 4•MAPLE ' ; FLAG. MYRTLE Y w TEMPORARY CONSTRUCTION PLANS FOR DETAILS ASPHALT AS I ( Jo oAK TOP 45.92 cr 4 ra� MTRnE POLE PAD IS INSTALLED AS PEE# 'S TEMPORARY ' L. INV 12"IN(N) 39.71 4'7REE 3 SDMH U DETAIL ON C1.3. a -� INV OUT 39.65 �' INV i 39.BO u"MAPLE s2•OAK i a PAD. A�"`1T z INV 12 IN 20•RiEE 1 TOP HYD. ; 24`SYCAMORE CONSTRUCTION F INV IN 39.60 I tNV OUT 39.54 1124.24' EL 50.84 O CONC. WALK CONC. WALK 0 G F - E E E E E E E O G -G - G G G - - - - - - - - - - - - - -� - - - - - - 10TH. STREET - - - - - - - - SS - - - - - INLET SSMH ca .33 w W w w w w w w TOP 44.36 w w w w w w w NOV IN743.10 w w W w w W w - I -- INV O 39.98 INV OUT 42.48 --r INV OUT 39.92 TOP HYD. -- -' -- -- -- EL 47.29 43: a. GENERAL NOTES: LEGENDr•�otH'cnRo''••., Revisions 1.) INFORMATION USED TO SHOW LOCATION OF EXISTING UTILITIES PROVIDED BY ��EESS ELECTRICAL SERVICE w 0 SEWER CLEAN OUT Q N9` p w OTHER PARTIES. KIMLEY-HORN & ASSOC., INC. SHALL NOT BE RESPONSIBLE w � FIRE HYDRANT SEAL = CAROLINA POWER AND LIGHT CO. w 1- � FOR ACCURACY OF LOCATION, AS IT IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. a 20149 - G POWER OUTAGES I BOO 41q 6356 _ - E �- E - POWER POLE BUSINESS OFFICE I ql0 346 1413 '�' z 2.) CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, AND MATERIAL OF ALL SS SANITARY SEWER `T+INE �0�.�� CORPORATE HEADQUARTERS i qiq 546 Gill z i EXISTING GAS, TELEPHONE, CABLE, WATER, SEWER AND OTHER UTILITIES IN THE AREA SD STORM SEWER tyy�'Hgjg FD ® _ Z U 0 OF CONSTRUCTION PRIOR TO BEGINNING WORK. CONTRACTOR TO CONTACT NC ONE oWM WATER METER """"TELEPHONE SERVICE CALL A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. - W-N-W- WATER LINE/ VALVE � ® - $ELLSOUTI-I 13TH STREET � POWER POLE/ LIGHT U ® _- REPAIR SERVICE CALL Gil 3.) TOPOGRAPHIC DATA IS BASED ON DRAWING ENTITLED "TOPOGRAPHIC SURVEY FOR SIGN BUSINESS OFFICE 1 qIO 780 2500 SITE NEW HANOVER COUNTY BOARD OF EDUCATION" BY CENTURY/VONOLSEN AND G GAS LINE CABLE TV SERVICE STREET STREET DATED SEPTEMBER 4, 1994. FINAL DESIGN w w - UGE UNDERGROUND ELECTRICAL LINE Project Date : TIME WARNER CABLE w 4. ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY, EASEMENT OR PERMIT LIMITS. 0 CENTER STONE MONUMENT 018047.03 05.20.99 BUSINESS OFFICE I q10 763 4638 in �, ) / NOT RELEASED 11TH STREET 5.) CONTRACTOR SHALL COORDINATE ALL WORK WITH THE NEW HANOVER COUNTY SILT FENCE FOR CONSTRUCTION Drawn by : Checked by SCHOOL SYSTEM. GRASS LINED SWALE a v INLET PROTECTION 4, . RPB JCi LOTH STREET w� .„ r� EROSION H 48 HOURS BEFORE DIGGING IN LOCATION 1'`14f=' � v' o CONTROL PLAN NORTH CAROLINA TOTAL DfSTUR5ED A AREA B' PHASE CALL 1 -800-632-4949 0 20' ,� 1tam, NOCUTS UTILITY LOCATION SERVICE F'I-IA4SE f = Q�.4� A4Ci�ES Sheet number SCALE, I' . 40'-C' 'C o ci 21 SIT D V 0 M NT ANS FOR N W HANOV R COUNTY SCHOO S Wl ISTON MIDD SCHOO 401 SOUTH 10th STREET , WILMINGTON7 NORTH CAROLINA w w w F- w W 0 Ln Ln SHEET INDEX ' Ofz COVER SHEET CO Ld z GENERAL CONSTRUCTION NOTES C1 . 1 PHASE 11 EROSION CONTROL. PLAN C1 . 2 13TH STREET EROSION CONTROL DETAILS C1 . 3 OVERALL SITE PLAN C2 . 1 12TH 12TH NILLISTION SCHOOL SITE PLAN C3 . 1 STREET w SI TE w STREET w GRADING AND DRAINAGE PLAN C4 . 1 — C4 . 2 Of UTILITY PLAN ° ' C5 . 1 11TH STORM t SANITARY SEWER PROFILES C(o . 1 t STREET w STORMNATER MANAGEMENT POND DETAILS C7 . 1 z Q Q GENERAL DETAILS UTILITY DETAILS C8 . 2 10TH STREET LANDSCAPE PLANS DETAILS LI . I r` VICINITY MAP UTILITY CONTACTS GOVERNING AGENC I JS ELECTRICAL SERVICE PLANNING ONNER/CONTRACT PURCHASER CAROLINA POWER AND LIGHT CITY OF NILMINGTON DEVELOPMENT SERVICES NEW HANOVER COUNTY SCHOOLS lOgg GUM BRANCH ROAD P . O . BOX 1810 1802 SOUTH 15TH STREET JACKSONV I LLE , NORTH CAROLINA 2541 N I LM I NGTON , NORTH CAROLINA 28401 N I LM I NGTON , NORTH CAROLINA 28401 ATTN : MR . DURNOOD SHEPHERD ATTN : MRS . SUSI HAMILTON FACILITY PLANNING PHONE : (q10 ) 34( - 1442 PHONE : (q10 ) 341 — Og00 ATTN : MR . CARMEN GINTOLI , R . A . TELEPHONE SERVICE NCDOT PHONE : (q10) 254 - 4325 PARONS TELECOM (AN AGENT OF BELLSOUTH ) DIVISION OFFICE CIVIL ENGINEER 2500 N . COLLEGE ROAD 124 DIVISION DRIVE KIMLEY — HORN $ ASSOCIATES, INC . N I LM I NGTON , NORTH CAROLINA 28405 N 1 LM I NGTON , NORTH CAROLINA 28405 4(o07 FRANKL I N A`'.'ENU E RECEIVED ATTN : MR . GLENN MOORE ATTN : MR . SCOTT COOKE, P . E . NILMINGTON , NORTH CAROLINA 28403 PHONE : (g10 ) 313 - G792 PHONE : (q10 ) 251 - 573( ATTN : MR . J . CHRIS FORD, P . E . R� ° 'U°0 Maro52tioo PHONE : (g10 ) 7q2 - 1040 NATURAL GAS NCDENR— DNQ— STORM NATER BY.�� �`i �. sw Ros4� Kvp NORTH CAROLINA NATURAL GAS COMPANY FAX : (q10 ) 7q2 - 0277 �- 127 CARDINAL DRIVE EXTENSION 130q S . IOTH STREET N1LMINGTON NORTH CAROLINA 28405 ARCHITECT NILMINGTON , NORTH CAROLINA 28401 ATTN : MRS . LINDA LENIS SHARPE ARCHITECTURE P . A . `t° eARp�;�.,,, ATTN : MR . EDNARD SiKES ,. ��' ..........,. ' PHONE : (q10) 3q5 - 3g00 1131A MILITARY CUTOFF ROAD �44oEEssioN9lL PHONE : (800 ) 275 — (2(o4 NILMINGTON , NORTH CAROLINA 28405 �,. „�«�. `` `- sEn► i 2IJA' ATTN : MR RICK COLLINS = �FNGrN� o�a '' WATER SEWER SERVICE PHONE : (q10 ) 25G - 8700 ,,''�•,CyRISF, `'' FAX : g10 2(o5 - 1121 , CITY OF NILMINGTON PUBLIC UTILITIES ( ) P . O. BOX 1810 N I LM I NGTON , NORTH CAROLINA 28401 cc ATTN : MR . CHUCK DAVIS PHONE : (q10 ) 341 - 7805 N FINAL DESIGN m NOT RELEASED m FOR CONSTRUCTION 0 1 2 3 4 5 6 7 8 9 10 Q d. C4- (V • U W zNc 0 :_ A v g W �g �m N o� U O O 6 E W E Q0. I Q m GENERAL SITE NOTES UTILITY PLAN NOTES - LEGEND 1. ALL CONCRETE SHALL BE CLASS A, 3,000 PSI AT 28 DAYS 1. THE CONTRACTOR SHALL NOTIFY THE CITY OF WILMINGTON INSPECTIONS _ COMPRESSIVE STRENGTH WITH A MAXIMUM SLUMP OF 4" UNLESS NOTED DEPARTMENT 24 HOURS BEFORE THE BEGINNING OF EACH EXISTING LEGEND TO FOLLOW PROPOSED LEGEND TO OTHERWISE. ALL EXPOSED CONCRETE TO HAVE A FINE BROOM PHASE OF CONSTRUCTION. JOHN WILLIAMS (910) 341-5889. LOCAL STANDARDS. FOLLOW LOCAL STANDARDS. FINISH. �•/ 2. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL 2. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS CODES, AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED ARE AUTHORIZED BY THE OWNER AND TENANT. BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY LIGHT THE OWNER/DEVELOPER AND PROVIDED AT THE PREDEVEOPMENT CONFERENCE. w =4. PROPOSED CONCRETE SIDEWALKS 3. ALL DIMENSIONS ARE TO BACK Of CURB AND FACE OF BUILDING OR AS GPO GUY POLE - NOTED. 3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY W B PPO-:) POWER POLE/ANCHOR DISCREPANCIES OR ERRORS HE DISCOVERS IN THE PLAN. AREA TO BE 4. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER � ELECTRIC TRANSFORMER -uGe- UNDER GROUND ELECTRIC LANDSCAPED TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE 4. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR �V PROTECTION AND SAFETY OF THE PUBLIC, SHALL BE PROVIDED CONSENT OF THE OWNER OR HIS REPRESENTATIVE OR THE ENGINEER r M -oHE- OVERHEAD ELECTRIC EXISTING ASPHALT TO AND MAINTAINED THROUGHOUT THE CONSTRUCTION. MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. Cal) N 1* �HTV-- OVERHEAD TELEVISION ' BE DEMOLISHED00 -UGTV- UNDER GROUND TELEVISION 5. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED 5. PRIOR TO DIGGING ON AND OFF SITE, CONTRACTOR SHALL HAVE ALL O .-m+N g rl Of OVERHEAD TELEPHONE : NEW SIGN AS NOTED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC UTIUTIES LOCATED BY "NO-CUTS" 1-800-632-4949. DAMAGE TO ��A/� o O N -UGT- UNDER GROUND TELEPHONE VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES UTILTIEi SHALL BE FIXED TO THAT OF EXISTING CONDITIONS AT THE fV♦� 1n c � O Q TELEPHONE MANHOLE • CLEANOUT NOT INTERFERE WITH TRAFFIC. CONTRACTORS EXPENSE. V� lV CJ -FO- FIBER OPTIC ..p-._.q-per_ SILT FENCE 6. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE c U r n ❑ RISER VEHICLES AROUND AND TO ALL BUILDINGS NEAR CONSTRUCTION; I.E. LOCATICN OF ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE t�.. -a- PROPOSED 'GAS LINE IN TIMES OF RAIN OR MUD, ROADS SHALL BE ABLE TO CARRY A FIRE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION. 6 t O STREET SIGN TRUCK BY BEING PAVED OR HAVING A CRUSHED STONE BASE, ETC. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE CI v -� SIGN -w WATER LINE WITH A MINIMUM WIDTH OF 20-FEET. ACCESS TO BUILDINGS ALL EXISTING FACILITIES ON THESE PLANS; HOWEVER, THIS Z w/1A0 WATER METER THAT HAVE SPRINKLER OR STANDPIPE SYSTEMS SHALL BE WITHIN INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. c -w- WATER MAIN - SANITARY SEWER LINE 40 FEET OF THE FIRE DEPARTMENT CONNECTOR. (NFPA 1141 3-1). THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF ° 0 o X (81 WATER VALVE HAND STORM SEWER UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT c a I! e POST INDICATOR VALVE 7. "FIRE LANE NO PARKING" CAN BE STENCILED ON THE CURB EVERY THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR f�'� PROPOSED CONTOUR 1030 FT. OR IF THERE IS NO CURB, PROVIDE "NO PARKING TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY L - N WATER VALVE FIRE LANE" SIGNS THAT ARE LEGIBLE FROM BOTH DIRECTIONS OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND ALL DAMAGE O j1 FIRE HYDRANT EX15TING UTILITY TO BE DEMOLISHED AND TRAFFIC YELLOW CROSS HATCHING 20 FT WIDE, AT THE MAIN MADE TO UTIUTIES BY THE CONTRACTOR. O IRON PIPE FOUND ENTRANCES. (NFPA 1141-3.3) OR AS DIRECTED BY THE LOCAL FIRE EXISTING LIGHTPOLE TO BE DEMOLISHED DEPARTMENT. 7. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION EICMF MONUMENT FOUND 0 OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE ` O PK NAIL FOUND EXISTING DRAINAGE STRUCTURE TO 8. RAMPS SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE DISTURBANCE TO CURBING, PAVING, AND COMPACTED SUBGRADE. CROSSES A CURB OR IS PART OF AN ACCESSIBLE ROUTE THAT HAS A I CENTER LINE BE DEMOLISHED SLOPE OF 1:20 OR GREATER. THE RAMP SHALL HAVE A MINIMUM WIDTH 8. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT. � R/W RIGHT OF WAY EXISTING BUILDING AND/OR CONCRETE OF 36 INCHES CLEAR EXCLUSIVE OF FLARED SIDES AND A MAXIMUM SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF THE Coe SEWER CLEAN OUT PAD TO BE DEMOLISHED SLOPE OF 12 INCHES OF RUN FOR EVERY 1 INCH OF LIFT. IF THE RAMP CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE HAS 72 INCHES OF RUN THERE SHALL BE A HANDRAIL ON BOTH SIDES NECESSARY RELOCATION. THE CONTRACTOR WILL NOT BE PAID S SEWER MAIN O OF THE RAMP. A MAXIMUM OF 36 INCHES APART. THE MAXIMUM ADDITIONALLY FOR THIS COORDINATION. THE CONTRACTOR SHOULD PROPOSED SEALCOAT HEIGHT OF HANDRAILS FROM FINISH SURFACE TO TOP OF HANDRAIL SEEK ASSISTANCE FROM ALL UTILITY COMPANIES TO LOCATE AND -FM- SEWER FORCE MAIN SHALL NOT EXCEED 34 INCHES. PROTECT THEIR FACILITIES. m SEWER MANHOLE EXISTING TREE TO 9. FIRE HYDRANT AND WATER MAINS TO BE INSTALLED AND UNDER BE DEMOLISHED 9. THE CURRENT ACCESSIBILITY LAWS REQUIRE THAT ALL PRIMARY PRESSURE BEFORE ANY COMBUSTIBLE CONSTRUCTION IS STARTED. -D- STORM DRAIN ENTRANCES USUALLY BE CONSIDERED AS MAJOR POINTS OF PEDESTRIAN ® STORM MANHOLE FLOW SHALL BE HANDICAP ACCESSIBLE. 10. THIS SITE TO BE SERVED BY PUBLIC GRAVITY SANITARY SEWER. ❑ CATCH BASIN 10. HANDICAP ACCESSIBLE ROUTE SHALL START AT THE HANDICAP PARKING 11. MINIMUM PIPE COVER FOR SANITARY SEWER SHALL BE 3 FEET UNLESS r'YWl TREE LINE SPACE AND SHALL GO INTO THE PRIMARY ENTRANCE OF ALL NEW OR DUCTILE IRON PIPE IS USED AND LESS COVER IS SPECIFICALLY RENOVATED BUILDINGS OR TENANT SPACES. A.N.S.I. 117.1 1986 4-3, APPROVED BY THE ENGINEER. - -rl- TRAFFIC LIGHTS 4-4, 4-5, 4-6. 4-7 AND 4-8 I M.C.R. MOBILE CLASS ROOMS 11. ALL HANDICAP STANDARD PARKING SPACES SHALL BE AT LEAST 8 FT. WIDE 12. ALL MANHOLES OUTSIDE PAVED AREAS TO HAVE BOLT-INN S HALL AND BE PROVIDED WITH AN ADJACENT ACCESS AISLE OF NOT LESS COVERS, ALL MANHOLES WITHIN THE 100-YEAR FLOOD PLAIN S HAVE BOLT-DOWN COVERS WITH WATER TIGHT SEALS. THAN 5 FT. WIDE TO COMPLY WITH ANSI 4.6.2 ALSO, THE SPACE SHALL BE DESIGNATED AS RESERVED PERMIT ONLY PARKING WITH A WHITE HANDICAP 13. NEOPRENE COUPLINGS WITH STAINLESS STEEL BAND AND SHEAR SYMBOL ON A DARK BLUE REFLECTIVE 12 INCH BY 18 INCH RINGS ARE REQUIRED FOR JOINING DIFFERENT TYPES OF METAL SIGN ON A 2 INCH METAL POST SET 72 INCHES FROM THE SANITARY SEWER PIPES. BOTTOM OF THE SIGN TO THE PARKING SURFACE. - 12. HANDICAP VAN PARKING SPACE SHALL BE AT LEAST 8 FT. WIDE AND BE 14, ALL SANITARY SEWER CONSTRUCTI ON MUST CONFORM TO THE CITY OF O D PROVIDED WITH AN ADJACENT ACCESS AISLE OF NOT LESS THAN 8 FT., WILMINGTON PUBLIC WORKS SEWER REGULATIONS, STANDARDS, AND SPECS. SPACE SHALL HAVE PERMIT PARKING SIGN BUT WILL HAVE ADDED 15. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT OF SANITARY O BELOW THE 12 INCH BY 18 INCH SIGN A SIGN WITH THE WORD "VAN" IN SEWER FOR CONNECTION TO EXISTING OR PROPOSED SEWER SYSTEM. WHITE LETTERS 1 INCH ON DARK BLUE. REFLECTIVE METAL BACKGROUND. 13. SIDEWALK CONSTRUCTION SHOWN IN THESE PLANS SHALL MEET 16. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALL REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT OF ALONGNG A HORIZONTAL PLANE. JULY 1991 TITLE II, TITLE III, AND ANY STATE, COUNTY LOCAL OR OTHER APPLICABLE LAWS. 17. ALL STORM DRAINAGE PIPE SHALL BE LAID ON SMOOTH CONTINUOUSmc 14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION GRADES WITH NO VISIBLE BENDS AT JOINTS. OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS 18. AT A MINIMUM, THE LENGTH OF RIP RAP APRON SHALL BE THREE TIMES PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE THE DIAMETER OF THE STORM DRAIN PIPE. WIDTH OF RIP RAP APRON CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY AGENCY FOR SHALL BE 3 TIMES THE DIAMETER AT THE OUTLET OF THE PIPE PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. AND SC�l TAMES THE DIAMETER AT THE END OF THE APRON. 15. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF 19. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF ANY UTILITIES, CURB & GUTTER, CONCRETE PAVEMENT, ETC. THAT WILMINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS. CONTACT THE MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE WATER DEPARTMENT BEFORE TAPPING EXISTING WATER MAIN AND CONNECTING REPAIRED TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE TO SEWER UNE. WATER MAIN SHALL HAVE BEDDING CONSISTENT WITH THE CITY OF ORIGINAL ITEM. WILMINGTON PUBLIC WORKS WATER SYSTEM REQUIREMENTS AND SPECIFICATIONS. GENERAL NOTES: 16. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR 20. FIRE HYDRANTS ARE TO BE INSTALLED SO THAT THE FIRE EXACT LOCATIONS AND DIMENSIONS OF EXIT DOORS, BUILDING DIMENSIONS, DEPARTMENT CONNECTION FACES THE STREET. THE FIRE HYDRANTa) 1.) INFORMATION USED TO SHOW LOCATION OF EXISTING UTILITIES PROVIDED BY AND EXACT UTILITY ENTRANCE POINTS. CONNECTION IS TO BE NO LESS THAN 18" OR MORE THAN 36" OTHER PARTIES. KIMLEY-HORN & ASSOC., INC. SHALL NOT BE RESPONSIBLE ABOVE FINISHED GRADE. FIRE HYDRANTS SHALL BE CLEAR OF ANY O FOR ACCURACY OF LOCATION, AS IT IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. 17. ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT EDGE. OBSTRUCTIONS WITHIN 5 FT IN ANY DIRECTION PARALLEL WITH THE - 2.) CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, AND MATERIAL OF ALL APPROACH OR THE VISIBILITY OF ANY FIRE HYDRANT, OR F.D.C./ ■ E EXISTING GAS, TELEPHONE, CABLE, WATER, SEWER AND OTHER UTILITIES IN THE AREA SIAMESE. FIRE HYDRANTS LOCATED IN PARKING OF CONSTRUCTION PRIOR TO BEGINNING WORK. CONTRACTOR TO CONTACT NC ONE AREAS SHALL BE PROTECTED BY BARRIERS THAT WILL PREVENT CALL A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. GRADING & DRAINAGE NOTES PHYSICAL DAMAGE BY VEHICLES (NFPA 11413-6.5. 3-6.6). 21. THE WATER SYSTEM IN THE PUBLIC RIGHT-OF-WAY WILL BECOME THE `V 3.) TOPOGRAPHIC DATA IS BASED ON DRAWINGS ENTITLED: 1. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY PROPERTY OF THE CITY OF WILMINGTON PUBLIC WORKS UPON COMPLET ON. 'TOPOGRAPHIC SURVEY FOR NEW HANOVER COUNTY BOARD OF EDUCATION BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 22. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS WILMINGTON, NEW HANOVER COUNTY, NORTH CAROUNA" BY CENTURY / VON MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. OESEN, DATED SEPTEMBER 4, 1994. 2. COMPACTION OF THE BACK FILL OF ALL TRENCHES SHALL BE ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES AND O co "RECORD DRAWING GREGORY SCHOOL, NEW HANOVER COUNTY BOARD OF COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO EDUCATION, WILMINGTON, NORTH CAROLINA- BY W.K. DICKSON DATED, DENSITY (ASTM D698). BACK FILL MATERIAL SHALL BE FREE FROM PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO C C APRIL 16, 1999. ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL PROPERLY CONSTRUCT THE WORK. "TOPOGRAPHIC SURVEY AND SITE MAP GREGORY SCHOOL NEW HANOVER BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED 23. ALL FIRE AND PLUMBING FIXTURES MUST CONFORM TO THE CITY OF O FILL THICKNESS. A REPORT FROM A GEOTECHNICAL ENGINEER WILMINGTON PUBLIC WORKS SPECIFICATIONS AS STIPULATED BY THE FIRE (IWl 0 COUNTY BOARD OF EDUCATION, WILMINGTON, NORTH CAROLINA", BY MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR. CORRECTION MARSHALL AND THE BUILDING OFFICIAL. W.K. DICKSON, DATED AUGUST 16, 1999. OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF 24. ALL BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER OR APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. STANDPIPE SYSTEM SHALL HAVE A FIRE HYDRANT LOCATED SO THAT C 4.) ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY, EASEMENT OR PERMIT LIMITS. 3. MAXIMUM SLOPE OF EMBANKMENT SHALL BE 3.0 FEET HORIZONTAL TO THE F.D.C. OR SIAMESE CONNECTION IS WITHIN 150 FT. AND THAT THE v 5.) CONTRACTOR SHALL COORDINATE ALL WORK WITH THE NEW HANOVER COUNTY SCHOOL 1.0 FOOT VERTICAL, OR PER APPLICABLE JURISDICTIONAL REGULATIONS. FIRE TRUCK CAN DRIVE TO WITHIN 40 FT. OF THE F.D.C. SIAMESE. O SYSTEM AND THE CITY OF WILMINGTON. 4. PROPOSED CONTOUR INTERVALS ARE AS LABELED. ALL PROPOSED 25. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL ' CONTOURS ARE FINISHED GRADE. RING AND COVER FOR ACCESS. 5. THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE 26. ALL WATER AND SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE O DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT WITH THE REQUIREMENTS OF THE NORTH CAROLINA BUILDING CODE LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED DRAINAGE AND THE NEW HANOVER COUNTY INSPECTIONS DEPARTMENT. CONTRACTOR REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE SHALL COORDINATE INSPECTION OF THESE SERVICES WITH THE NEW HANOVER F STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING COUNTY INSPECTIONS DEPARTMENT. CD AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS (��/l O IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT. 6. EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE u, RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED FROM ■ THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY THE OWNER. C 7. THE CONTRACTOR SHALL PROVIDE .ANY AND ALL EXCAVATION AND MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. B. SOILS TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY Revisions : NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE _ SPECIFICATIONS. G ® - ® - Project • : Date : 015047.03 05.05.00 •``'ASH CAR0 Drawn by : Checked by �•o� ....f. �4y••., SS If s, RPB JCF SEAL z 20149 ,� , IN- EB= O �ti -Foy GENERAL NOTES _U 6 / FINAL DESIGN Sheet number : m NOT RELEASED m FOR CONSTRUCTION Cl 51 0 / Ln 1 2 CO 3 4 5 6 7 8 9 10 '� N N ,/� BATTING < / V 33.54 CONC / w LL.1 n m d // CAGE > Al3 l _ BACK cAs PUMP f 2 N e INLET . // INLET / / 20 STOP �� NLET E CL I1.2 TOP 32.0 / 3a SYGv4E / !NV IN 33.93 BACK / INV 35.31 rc / E .. 5 INV IN 3217 / INV 29.84 / INV OUT 37_11,./ INV OUT 33.79 r z'c / 3NlET // \ IINV IN 36 NV IN 12 ~ 3'`; STOP E FLOOR A�HALT TOP 39.5 x E 7'TN033S1Top 0i ` / !NV OUT V 0 �_ ---� -- - --- 36-- 1 w �o GAS PUMP ?. o •" i -- • • Y i -- • R i Y ��' 7T-� -r Y i R i • i • y • `- -•��_ • • i c�.,gH GaKa ` '• -. / / d 'Pc>, 12TH. �'�"� o oq • 12TH_ STREET i -• JJA - - - - - - - - - - - -- -- -- - - _ R r �c-�- y, . - � � � � � � � � � � �-..�--- �!J �._.._. ...--�.-r. TOP 37.47 / -3S"�P- `� F� �v�i .. s I s�IJU _ 5 - - o ��- - � 3 INV 32.82 ASPHALT e / / _ 0 ry o TOP 31.73 0 TO 31.7 I V I2 28.31 / - - -- ASPHALT \ y -/ _ _ __ __39 E .h z$W • op of SILT FENCE (TYP.) I �� _ ` /s - _ `� INV 2&56 ASPHALT -' -4D- - - --- �\��,."`- `o INV 28.48 d / iN1J QUT 28.03 / - __ \ I LT r -41- INLET <t ,!! � � \ \ ASPSlAlt J ,•'' E TOP 39.67 INLET / / P 1 / \ / % INV 35.99 M TOP 31.92 f __ _- - ` s �Q� / /' Q INV IN 29.77 r d ( ��� / ' 38 '" DEMOLITIONCON ASPHALT m INV OUT 29.69 ' 0 S a INLET / ^� / / f j LIMITS O \ / \ / / TOP 39.07 I _J / ■ TOP HYD. I I I /� I - I �l \ INV IN 34.79 N / f DETENTrgN / / INV OUT 33.97 I p'` CrN EL. 34.61 PONDCONC SDMH COW TOP 31.81 / / -- y ^ _ �11INV 36" 26.20 z , I t / / / cN CA0`INV 18"IN 28.05 `J _ . � / WINV IN 28.93 I \ .�F..MR y I I A tAIT I I GOAL ` 'f J/ /l , }-.. . -. 2 r •- C jl " I V 'J r �'I I 1/ I coKc CO 3 :s v n r fncoCD I / C* ; L (U (U cOac / I / I I / I r/ >4 o / / '� r/ �z 04 ) w CA L� w M All) INLET TOP 42.76 Q 3 \ i / / INV IN 39.95 T / I \ �'� / \ / / I I BROKEN ASPHALT INV OUT 39.90 i. ASPHALT AND GRAVEL E SSMH / TOP 42.08 i T / 1 / ASPHALT I �\ I INV 39.15 SDMH SDMH TOP _ i/ ` ` I I TOP 41.99 LWy1 I > INV 3?34. 8 /�� � 11 / I INV IN 37.54 INV IN 34.58 r A-j�-ASPHALT N 5.OAKI INV OUT 30.61�•-_- -� �„_- '�f SDMH / SDMH TOP 40.84 INV OUT 35.96 Z t5 oAK t - - ---- TOP 40.58 INV 37.01 / I - - - I INLET s SDMH Z 12"OAK \ r INLET INV 36.83 INV 1$"IN 37.11 -� L- J TOP 42.07 ' I TOP 37,28 Z 2-36•DAKS \ TOP 40.44 / e I - INV IN 39M INV 12'IN 33.71 ^� IrOAK aAK '�! INV 36.83 _� INV OUT 39.22 INV OUT 30.06 ^� cor,a. WALK - 40"OAK INV 18"IN 29.96 -- 24• __ - - - / SD SD SD SD SD 24• SD 2+• SD -� -, 2" . INV 240IN 30.30. , �� to -- 2"_ INV M o 38.r INLET TOP 37.61 - it - - - - - - - u��ET - - -----___ ,__ - - -- -LJ 11 TH. STREET - - - - _ _ _ - - - - - - INV 34.64 D0 LD - To 4e.34 m w O Z INV 37.57 DTOP37.99 INLETt • W wM - W- -w w ---- --° -- - EL - - -- - -W _ E W W j O INV 33.80 -G \ CONG WALK f - ' CONC. WALK TOP W.L. 35.22 ! I INLET E 4p-' 41- / ' - BENCH MARK 0 �\ TOP 37.88 9� ¢ 1 44.38 T9P H7D" 43 "' TOP HYD. / / INV 35.16 /3 r INLET 72• FLOOR EL 46.90 / 3o sn AuoRE INLET, - EL 45.79 SDMH TOP 39.84 ASPHALT IS w•41 Y // WC �3g STER INV 38.15 '!NV 37.59 SDMH TOP HYD. EXISTING I /` TOP 37.78 PAD 6 - TOP 40.76 EL 44.49 3 INV 12'iN N 32.66 TOP HYD. a� z •41" INV OUT 31.04 EL 42.20 41.67 / iNV 37.34 I o I ANNEX / INV 12"IN S 32.96 I v I I CONG. WALK FLOOR SPHALT I / BUILDING DUMPSIER / INV IN 3i.17. / ci INLET I PAD SILT FENCE (TYP.) / ` STEPS / o TOP 43.44 ` a/ a o INV 41.32 I I r/ 3 EXISTING EXISTING EXISTING ASPHALT GYMNASIUM AUDITORIUM CAFETERIA m 42.85 I EXISTING DUMPSTER PAD / SILT�FENCE TYP. I \OOR TO BE DEMOLISHED / / coNc ( ) \ Jr DEMOLITION / / WALK INLET PROTECTION I I I \ f LIMITS t O / 43.10 CONC. WALK • SDMH DEVICE (TYP.) SEE FLOOR TOP 42.58 SHEET C1.3 FOR DETAIL I I \ 24"cAK -�� - I • TOP HYD. I N 04 INV 38.08 44.82 \\ " / �'--- 3 E EL. 44.4$ t M10 FLOOR I I I 4w SSMH '\ r7 _ E CONC. WALK c I >�ISTING BUILDI DISTURBED NIca TOP 41.65 / Z TO�BE DEMOLI ED AREA / M \ INV 35.58 / _ CONC. WALK c 6 TOPT 53 SEE ARCHITE RAL < M ao 3 ° INLET SI) INV IN 42 41 PLANS-F / N ■ SDMH CONC. TO 143.79 if 0 T 42 2 ETAILS TSSMHOP 41.67 / ? TOP 41.67 I 2'AIAPtE SMALL 2'uAPLE t -- // O �{ INV 1 1.6 35.44 OAKS v OUT 42.68 t - `V INV IN 36.09 \ INV OUT 35.32 GREGORY INV OUT 35.96 INV IN 35.24 DRAIN r i 1 / E E MAIN BUILDING 45.83 TOP 44.17 W'�K FLOOR INV 43.27 N WILLISTON i-•- -- -= - ;. AR ' - - =- -, Cd I SUB-STATION EXISTING WALKS MAIN BUILDING TO BE DEMOLISHED I I l r I U TM A d , BU1t.ElAIG ti O I W DEMOLITION 44 = ASPHALT ASPHALT CONm C. WALK + wtDoo CONC. WALK LIMITS tzaAKBENCH MAR YRTLE 10 COOR J L TOP HYD. ~I FLAG, I I 1 aD aaK z F a a$.zz UGH L - - - - � L - - - � L _ � r o G'MAPLECn 0 4 TREE 5•MAPtE ENTRANCE NOT TO BE EXISTING BUILDING 24.t3' POE SIGN 3 e.,A,. MAPLE 3'MAPLE 6•MAPLE 5•MAPLE 5•iREEe° to'rREE t USED DURING CONSTRUCTION TO BE DEMOLISHED - DURING PHASE I OR II UNLESS SEE ARCHITECTURAL 7LE .� USE EXISTING I I ■ ci 3'MAPLE 3 MAPLE M}R I" TEMPORARY CONSTRUCTION PLANS FOR DETAILS SDMH Z U z 3'MAPLE' +•MAPLE y "�' ¢ 'iAG• MYRTLE ASPHALT AS I I TOP 45.92 o '�` 3POLE a PAD IS INSTALLED AS PE Y INV 12"IN(N) 39.11 4'TREE SDMH 3 TEMPORARY --I- I Vr ¢ 4"aREE MYRTLE U 9 I DETAIL ON C1.3. a !NV 12'iN 39.65 g 5o AK TOP 44.69 z '3 TOP HYD. 24 SYCAMORE CONSTRUCTION p () 20',REE U 24 MAPLE Z 52'OAK I JO'OAK I ASPHALT I ■ INV OUT 39.01 z INV IN 39.80 o EL 84 U PAD. , INV IN 39.60 I o a __ c:DMc. ai WALL _ caa WALL _ v INV OUT_39.54 __ 1124.24 _- � � � „t � � � � -- 12. CONC. WALK CONC. WALK N 05'37 W G rr E E E - E E E E G G G G 3: 55 - - -SSMH INLET w HIV w w w w w w TOP 44,36 w w w w w w w H I INV IN 39.98 NOV OUT342.48 W w INV IN 43.10 � w - w w w -� w - Revisions .92 CH MARKJ INV OUT .98 � _ 05.20.99 �H•CARph ® ' 05.05.00 LEGEND 4oIESSioy99 G GENERAL NOTES: = SEAL ® _ 1 .) INFORMATION USED TO SHOW LOCATION OF EXISTING UTILITIES PROVIDED BY Ql SEWER CLEAN OUT % 20149 ELECTRICAL SERVICE OTHER PARTIES. KIMLEY-HORN & ASSOC., INC. SHALL NOT BE RESPONSIBLE �'� �ryGINE�� O FOR ACCURACY OF LOCATION AS IT IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. � FIRE HYDRANT POWCARERNouTAGES IAND 800 419H6356 - E --0 - E - POWER POLE �y�'4.CyR;$�,,.0 ® - BUSINESS OFFICE 191O 346 1413 2.) CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, AND MATERIAL OF ALL SS SANITARY SEWER CORPORATE HEADQUARTERS 1 919 546 6111 EXISTING GAS, TELEPHONE, CABLE, WATER, SEWER AND OTHER UTILITIES IN THE AREA SD STORM SEWER OF CONSTRUCTION PRIOR TO BEGINNING WORK. CONTRACTOR TO CONTACT NC ONE oWM WATER METER TELEPHONE SERVICE CALL A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. W-m-_W- WATER LINE VALVE FINAL DESIGN Pr0� } ' Date : BELLSOUTH l POWER POLE/ LIGHT 018047003 05.05.00 REPAIR SERVICE CALL 611 3.) TOPOGRAPHIC DATA IS BASED ON DRAWING ENTITLED TOPOGRAPHIC SURVEY FOR SIGN NOT RELEASED BUSINESS OFFICE 191O 780 2800 NEW HANOVER COUNTY BOARD OF EDUCATION" BY CENTURY/VONOLSEN AND Drawn by = Checked by CABLE TV SERVICE DATED SEPTEMBER 4, 1994. G GAS LINE FOR CONSTRUCTION UGE - UNDERGROUND ELECTRICAL LINE RPB JCF TIME WARNER CABLE 4.) ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY, EASEMENT OR PERMIT LIMITS. Il CENTER STONE/MONUMENT ; o BUSINESS OFFICE 1 910 763 4638 5.) CONTRACTOR SHALL COORDINATE ALL WORK WITH THE NEW HANOVER COUNTY SILT FENCE SCHOOL SYSTEM. >>- GRASS LINED SWALE CS w aa� _ --_ EROSION H 48 HOURS BEFORE DIGGING IN INLET PROTECTION D, CONTROL PLAN NORTH CAROLINA '� PHASE II CALL 1 -800-632-4949 TOTAL U f STUR5ED AREA m NOCUTS UTILITY LOCATION SERVICE FHA5E ( I = 3.4'S ACRES o 20' 40' so. 160, 'A! Sheet number Q 0 0 SCALE: I' . 440'-0' iri C122 1 2 3 4 5 6 7 8 9 CO 10 N N ■ U SOIL EROSION AND w Z� SEDIMENT CONTROL NOTES PERMANENT SEEDING 6 C! STEEL POST STEEL POST 1.) EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN SEEDING MIXTURE = E ..CM CM WIRE ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH CAROLINA SEDIMENTATION SPECIES RATE (lb/acre) FILTER FABRIC POLLUTION CONTROL ACT OF 1973, THE LOCAL JURISDICTIONAL AGENCY, THE 3 TOP FABRIC APPROVED EROSION CONTROL PERMIT, AND THESE PLANS AND SPECIFICATIONS. TALL FESCUE 80 o A SEDIMENT LADEN RUNOFF 9 i4 2.) SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO PENSACOLA BAHIAGRASS 50 LU w�a RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SERICEA LESPEDEZA 30 t-- O tO SHALL BE NONEROSIVE AND STABLE WITHIN THIRTY (30) WORKING DAYS OR 120 'S Lo N iv CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER. KOBE LESPEDEZA 10 �o `v SEEDING DATES = o o+ I 4' 3.) ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED WEEKLY BEST POSSIBLE - m w FILTERED WATER (� AND AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT, BUT IN NO CASE LESS < 0 BURIED WIRE t THAN ONCE EVERY WEEK. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. EARLY SPRING FEB. 15-MAR. 20 FEB. 15-APR. 30 1 0 FILTER FABRIC 4.) THE SEDIMENT TRAPS AND ROCK DAMS SHALL BE CLEANED OUT WHEN THE STORAGE FALL SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31 Q CATCH BASIN CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SOIL AMENDMENTS I. U.V. RESISTANT (BLACK) GEOTEXTILE OR EQUIV. FABRIC CUT FROM A ROLL TO AVOID JOINTS 5.) SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 lb/acre 2. STAKES SHALL BE STEEL P05T OR EQUIV. METAL WITH A MINIMUM LENGTH OF 3 FEET. BECOMES 6-INCHES DEEP AT THE FENCE. THE FENCING WILL BE REPAIRED AS GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 V 3. STAPLES SHALL BE HEAVY DUTY WIRE AT LEAST 1/2 INCH LONG. NECESSARY TO MAINTAIN SUFFICIENT BARRIER. lb/acre 10-10-10 FERTILIZER, 4. STAKES SHALL BE PLACED AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART t MULCH SECURELY DRIVEN INTO THE GROUND (MINIMUM OF I FOOT. 5. A TRENCH SHALL BE EXCAVATED APPROX. 4' WIDE AND 4' DEEP AROUND THE OUTSIDE PERIMETER 6.) ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED �• OF THE STAKES. ACCORDING TO THE PLANS AND SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE MULCH. (o VEGETATIVE COVER. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A Va) B 6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FABRIC. MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED ■e-0 7.) ALL DRAINAGE SWALES MUST BE GRASSED AND RIP-RAP MUST BE REPLACED AS PS A MULCH ANCHORING TOOL czIn CI REQUIRED TO CONTROL EROSION. RIP-RAP WILL CONSIST OF 50 TO 125 POUND MAINTENANCE N V STONES PLACED AT ALL HEADWALLS, AND WHERE NOTED ON CONTRUCTION Cl> W N DRAWINGS. IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, 0 : o n CITY OF NILMINGTON STANDARD DETAIL SD 2-14 ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 lb/acre 10-10-10 FERTILIZER. MOW 3 vCU 8.) ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS coH C " o SHOWN AND/OR DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND L (U Lu JURISDICTIONAL INSPECTOR. MULCH DAMAGED AREAS IMMEDIATELY. C: y o 0� INLET PROTECTION DEVICE `U SEEDING NOTES j o 0 9.) WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE: ¢ L 0 Q+ NOT TO SCALE A. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY 1. FROM SEPT.1- MAR. 1, USE UNSCARIFIED SERICEA SEED. c 0 v `� BUILDING OR OTHER EXCAVATION SPOIL DIRT, 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 lb/acre. I J, CONSTRUCTION TRASH OR DEBRIS, ETC., FROM THE C DRAINAGE AREA SHOWN HEREON IN A EXPEDITIOUS 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE co C 0 0 L X MANNER AS CONSTRUCTION PROGRESSES. TO 40 lb/acre. pa B. THE CONTRACTOR HEREBY AGREES TO STOP ALL WORK AND RESTORE THESE AREAS IMMEDIATELY UPON NURSE PLANTS L CD_£ NOTIFICATION BY THE LOCAL JURISDICTIONAL 1AO %3 INSPECTOR AND/OR PROFESSIONAL ENGINEER. BETWEEN APR. 15 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR 15 lb/acre iT 10.) FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 lb/acre RYE (GRAIN). , VARIES AS DIRECTED BY ENGINEER (10' MAX.) AND STABILIZATION SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION CONTROL LAWS. C TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-I/2 GUAGE 11.) ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS ARE STABILIZED AND GROUND COVER IS ESTABLISHED. CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED TEMPORARY SEEDING = BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND LINE WIRES MIN. CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE. #112-1/2 GUAGE SEEDING MIXTURE 12.) THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED LAND DISTURBANCE SPECIES RATE (lb/acre) PLAN ON SITE WHENEVER LAND DISTURBING ACTIVITY IS IN PROGRESS. 13.) CONSTRUCT SILT FENCE ALONG THE DOWNSTREAM SIDE OF ALL PROPOSED \\\ \\ BOTTOM STRAND MIN, #10 GUAGE �i\ ice\ CUT AND FILL CONSTRUCTION. SUMMER GERMAN MILLET 40 14.) THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO - \\ BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE SEEDING DATES PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS FALL AUGUST 15- DECEMBER 30 STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION \\\ DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER SUMMER APRIL 15- AUGUST 15 IMMEDIATELY. O D STEEL POST 15.) CONTRACTOR SHALL CLEAN OUT ALL CATCH BASINS WHEN SEDIMENT SOIL AMENDMENTS ACCUMULATES TO A DEPTH OF 18 INCHES. O _ + t FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND � FILTER FABRIC 1,000 lb/acre 10-10-10 FERTILIZER. i. WIRE SHALL BE A MINIMUM OF 32 IN 16.) ALL EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL WIDTH AND SHALL HAVE A MINIMUM OF 6 EROSION IN ACCORDANCE WITH EASEMENT PLATS PRIOR TO ACCEPTANCE. MULCH LINE WIRES W/12' STAY SPACING 17.) THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, 2. FILTER FABRIC SHALL BE A MINIMUM OF Q AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE 36' IN WIDTH AND SHALL BE FASTENED GROUND LINE n iv FILL SLOPE AND SOIL EROSION. OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE ADEQUATELY TO THE WIRE AS DIRECTED USED AS A MULCH ANCHORING TOOL. BY THE ENGINEER _6 c' \\ 18.) ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS CONSTRUCTION PHASES MIN. \� PERMIT AND ALL SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE. SLOPES SHALL BE STABILIZED WITHIN 15 DAYS. OTHER DISTURBED AREAS SHALL BE MAINTENANCE 3. STEEL P05TS SFIALL BE V-0' IN HEIGHT STABILIZED WITHIN 30 DAYS OF LEASE OF ANY ACTIVITY ON THE SITE. AND BE OF SELF FASTENER ANGLE \\\ \\i�\\ \ \\\� \\��\\ FALL- REPAIR AND FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre STEEL TYPE \\�\\\\% 19.) A TEMPORARY DIVERSION STALE MAY 8E USED IN LIEU OF SILT FENCE WHERE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND RUNOFF CAN BE DIRECTED TO A TEMPORARY SEDIMENT TRAP. JUNE 15, OVERSEED WITH 50 lb/acre KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY 20.) MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) TO ONE (1). MARCH. W \\/ \\\\ \\\/\\\i\\\�i i\\i\\/\ � �\\ \� SUMMER- REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND W \\\� 21.) IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. ANCHOR FILTER FABRIC OF ALL EROSION AND SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTION O SKIRT AS DIRECTED BY AT ALL TIMES. \\\ % THE ENGINEER \i i\\ ■ 22.) CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. ■� 23.) EROSION CONTROL PERMIT SHALL BE REVISED IF THE DISTURBED LIMITS AREA c IS EXCEEDED. CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE \ CITY OF NILMINGTON STANDARD DETAIL SD 13-01 APPROVAL OF THE NEW HANOVER COUNTY SCHOOL SYSTEM. / O aj c NOT TO AETAIL C SILT FENCE D O LE C U 0 4mJ - O - z F C sc N ' Cz j Revisions Al G ® - ® - ® - ••N•.���SH Project f Date �• OFES 018047003 05.05.00 a c SEAL Drawn by : Checked by : 20149 RPB JCF IN is EROSION H CONTROL Q DETAILS N FINAL DESIGN sheet number NOT RELEASED C103 FOR CONSTRUCTION 1 2 3 4 5 6 7 8 9 10 4 Q- N CV INV luu LW.�eS i iNtE'f 1W IN 2 N� I i iNV uu1 .fl.u15 INV IN 26.76 {j 1 c = f Z INV IN 32 03 I Z ZONED •R-3' -_ ``_' ! v i°eo`4 ZONED-•R-3• - - TBENCH.OP N,v. \ ��t ( I = Ir•�v�1.43 INv our 26.66 - i INv our 30.ss -- I �o yy ♦ FY TOP 34.28 TOP SS LINE 30.25 C -- - EL 37.84 1 i o-- I C 0' T1I ,.-^r•" ""//.•�` ( N, 1 I OJ 1 - /-yam £ --- -- /INLET --- _ TOP 34.48 ~- _ -- --- --- --- ---- -- ��,-�,,-- ^--- stxLM 3 TOP 35.13 84 113TK STREET i i o 4'- -- _ NVINV IN 3z,3 f \\�� INV OUT 26..98 � W W S - - in 5 '37 €- --- - - _ - ____ '37' E -- ----t- 1 wMil1 mLETTOP 34.17 a5- , -1 1'-' N 231.94' I ry /` 462.24 ` INV DHT'3o.2o i �' INLET OPH 34 // a F �`"' I 24'C®AP�•' / �` TOP 29.86 RN 27.26 �r(Y IN 24.38 ASPHALT / r INLET TOP 34.01 ± �•' ,,/ F '" Pik / INV IN 28.18 I Q I 1 `!~ •,/�^ I ; �`ge ® i I INV OUT 28.22 ' r' - I . 37,22 I i m ASP T j ( ��•\ ASPHALT ' I 1 ` 35.47 mmmmm NEW i � m `__'•"__ r \-._____._.._..__--_.'/� \\ ` 1 35.85 •' TOP INUEr35.07 1 1 1 ( V♦m I 1 h100R �1 - ,may-• IITOP 35. e 1 /�♦ \,00 ^" ' . .1 . . . . . . . �P 8N 33.r •I j, FIELU x 52A X ffi.b j T31.0 1 HOUSE r x3aN _. 1z6NED •OAT f i I! l ,1/1 i ZONED •R-3• i -V Ng / 1 A O `n 1 � I ♦ ( 11 41 •R-3• .I f 5 { •• : : m ! 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'.� r / 39.5 39.5 I "^•3 , ��'a•.._ _ t - e m.os I L M ril i4A 37.67 37 IGOAL 5'-O'HIGH T1AX.'NRY SLREE'NMN PA$YC7 ,7ARJICWA ' L " n✓7(+�5� ARPAIR 3'-OA IIC4. X3L5 ..•„""°'•" I I ,/ y 54.` x3si Q •: 55A X95A A PAIR 3 GwIaE _ ,�, I .PROPOSED PANOVER `D I X E' E65RIro L NK :ATE. 1 r -"�_ _ SEE ARCHI ZE -URAL PLANS ( '� 1 I I O i + CO --T�° � _ �` - --' �- - 1- --- -� .�'`'� I i i /COUNTY 1 ti ItE FIELDS - r-- _�..-.,.`I..t ,,.#_,-T- �;r'- 1 I I I I I :I i-_.I 1 ib'' 1ARATE PROJ T ' l d 7 d ®, I I (T,C�BE BID,�S I'°l F ) I I f % �R-3� - 34� i , / 1�lT.K �� / GRASS if J oNc 53 PARKIN �." 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PLML4 a OETIN.S l `� INV 37J4 IL"IS FOR DETN15 I EXISTING BUILDING 31.04 115.p {{ M25 �(APLE u,� i 973M 1 i ; P MAPLE RElOG1FD DUNPSIEAS kLLET •Y I F.F.E. . ,4.38 1 11 O y. ,} NEN PAD TOP 43,44 I �pp /� CONPSIE1l5 TO I O ' �.../ E PONEEIr NNLX A9P1W.T �Y 10 a IN 41.32 I I ! CONCRETE PM TO NEw 7 CONCRETE 4' WR L I �. 4210 NEW 4ER9:E NNUNIWOON DUMPS" BE DDICUSIED. BOX h LINE----__ PM AOHMI I I A ' EXISTING BUILDIN '''� ♦----��'{, OIIIrE i I --- FpRP - O F.F.E. = 4L67 I X•Ns ,�'��T"� 7 ( - E EX15TING BUILDING BOX I �`�, -_,--,_�`P ❑ 5 • MAPS CONNUNICATION CONC. SNED ; F • (¢' ASPIMay� F.F.E. = 4'1-85 I I ti a' E ZONED •OELI• NEW `°"� °""" � C AP 42.Si I • IETERNATE) I I . - 1 DDRe --- 1 ¢ �, TAX 0 NUMBER 3127-07_7751 I ,i I I Y�E w, pig ZONED •R-3• W wux TorK PRIU(35C90.08 SF) I .,.: �---- ---- ;----� MR DETAxs ❑ I 3 I 2 -_ O Js4 ro0.a x 42.58 MMP 42M ARr ^ NOR r COErA57E � ' TAx ro NUMBER: 31n-0e-u2w I� . ,• MIALIE 5n+35D5 COUItlTARO I SID IIX SEE N - 31�1515 -----I , I.4441 1 ------- - ( : a EX15TING BUILDIN +.: 1,-.•..w . ..,• I b�""P 41.es ' F.F.E. 43.10 E (xu+c wNX ' ' - ' 'y, to l r- W VVC vI 3585 caNc. PpEx sw '42.E4 rr GRAPHIC SCALE �E --------- ------------- 25 !NIET 2'MAPU 2'MAP��II£jj 74 TOP r. , ro" W T }Sd• ---I U - y, 11 L Nov 50 0 25 50 100 N1350I t 1s1'Ea'87:5.44 onK�s „`; • m eE OUT J0.v6 0 FRAME 35,22§ DRLN < . Ot11W- TWO-BTCRY 46 ID hIDME SI , z. t E { comoesm, s { ' 86010 OF flRBT �,�, 6Q91(9P LILpID RLOLR ( IN FEET ) I $ to. AwemSwTE LDanOR W u.z7 AL ,-* ,:L FUW �� EX15TING BUILDING 'SCSN�70�L�A DITION _ E�'cs.S, *.' I Revisions 1 Inch = 50 Feet •R-3' F.F.E. = 45.83 j I COMMWMARIf -r R aeTMu I agile ARM PLANS I SASED ON FIRMLY ARMOR .LML PLAN 195Z NOT FIELD SISAILY } H I t 4^cC 1 Eki3Mq r r aL 4 ei8. r µ i} ZONED •R-3• DDND. MVIIX Cy 55 55 35 95 ' • I s I,:r• :.!''• e _ f 30'OAK TM 10 NUMBER 3127-09-7180 ® _ OP M& PUO. RTik GIMGE / "N�i. 1 Z , , : ,._.r. 1 CC c� i L 4021 I 530N �£ oStCN ♦TREE 8'MAPIE� ''. A ? •,,.'. ,-.:� N• i _ 6'MAPLE B'MAPIE S�MEEE t0'TREE - - - SITE TABULATION 522) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MYR E F� nAo � Eyx3{ �D tat°�"i ' f1i15 A ACREAGE 15.89 AC. YN YE46 t, 50'0AK 1MMe5MYRTLE •POLE wr mm7Alo TOTALn am Nv"35Ao 4'REE .� 24 MAPLE - . . JB 40 , 1 NV Off]58f 20'1REE K7' - '� ° 46'1 TAX ID NUMBER 3127-09-7781 CURRENT ZONING Offl DONEPROPOSED ZONING OBI AIRUK gm SA mNc PAa; 54�0 -- ------------ -- --- ---� EXISTING IMPERVIOUS 49.7% E E I. -- - Pro PROPOSED IMPERVIOUS 30.7% a� I _ b _ _ _ 10TH. STREET _ _ _ _5d _ - - - _ M04 f ` 05.0 Date : LANDSCAPED AREA REQUIRED 16% - - - - ^ - - - " - L-' - - - - - ` - - 018047003 05.05.00 FOR NEW PARKING LOT '"E`+L+S EXIST.GALI M 'ME `ate n*nn Drawn by ! Checked by ° 15eDrASm 57 CIVIL LANDSCAPED AREA PROVIDED I b% + x w w w w w w w M'" '495 w w x w w 0ONIVADw0R 7N co-01 mmm w ---• w w w 5'SAM ANN c7.1 _ D�3�a RPB JCF FOR NEW PARKING LOT - - - - WIND coww1D01E TD Plum AM nrj= PIDPwm tRao,clwN o EXISTING PARKING 25 SPACES TOTAL REQUIRED PARKING I SPACE/TEACHER AND STAFF - 17Ma�M AWN Romeo ZONED •OF�I• "°'I�LA�m`"°5FM""".tea PROPOSED PARKING 72 SPACES TOTAL I OVERALL PROPOSED PARKING RATIO I SPACE/TEACHER AND STAFF cc PERSON (72 TEACHERS) 1:1 +•`s. ..... u EXISTING PARKING 9 883 SF �,• ESS!b, 9 ._ SITE PLAN L H PROPOSED PARKING 27, 150 5F EXISTING BUILDINGS 107,057 SF QQO H9 20149 = 48 HOURS BEFORE DIGGING IN PROPOSED BUILDINGS 127 559 5F F NORTH CAROLINA N EXISTING REGULATED TREE5/ACRE 38 TREES @ 2.39 TREES/ACR �% NINE C FINAL DESIGN Sheet number i PROPOSED TREES/ACRE 207 NEW TREES = 15.4/ACRE ''••,�,cyRis Foy CALL 1 -800-632-4949 NOT RELEASED EXISTING LOT COVERAGE 45.7% 316 187 SF 'foots NOCUTS UTILITY LOCATION SERVICE FOR CONSTRUCTION Q PROPOSED LOT COVERAGE 23.0% 159 339 SF m ALLOWABLE LOT COVERAGE 40% C201 0 i Cri 1 2 3 4 5 6 7 8 9 10 a $N • U� L� Z N O .25- - - --X-35.26- - .,`x a6.s a- 3 .a� --- - �38.71-- � * I I I ;' � r! 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J 4l.0 --- -_=-- c� ------ (n w c�°� a n ------- lz e� owNl __-41- - ` ----- W W - - - W ` - - -- ----- &AM --- --- ----- - - --------------- -- - - W W ~` h� X 46.3q _ _ - -- ----------- -�� '-l`! --R 4.50' SD 41.56 X L64 r- -�=_ < o a a� I O 4 _ -43 -�'' - - - - - - - -- - - - - ---------- � 9E>�ilIABK: V v o 1 NLEi 1 AID NLET NEW 10' CONCRETE -__ ��- , 2 r TOP HYD9. c_ == ti TOP 39.84 TOP 40.41 . SIDEWALK SEE ----� `-- } ti• SDMH " SHEET C5.1 f` E � A INV 38.15 ASPHALt INV 59 �' NEW CANOPY :`a FdR DETAILS L O- p' TOP 40.76 TOP HYD• SEE ARCH. PLANS O 1.28 APLE 42.03 X INV 37.34 EL 44.49 FOR DETAILS I EXISTING ISTING=BUI DING • a v 4h� 9.6 MAPLE RELOCATED DUMPSTERS I 44.38 v A 4 . I ON NEW PAD OP 43.44 I TO BE DEMOLISHED DUMPSTERS TO t STREET YARD O'. BE RELOCATED. a PROJECT ` A� A ik " 41.87 INV 41.32 I I (ADD ALTERNATE) �- CONCRETE PAD TO . * LIMITS rx ■ ^' NEW 7' CONCRETE • ( , ( OMMUNICATION DUMPSTER BE DEMOLISHED. SIDEWALK SfE'- TEPS P 42•� �'j NEW SERVICE BOX & LINE PAD SHEET CSJ� y C DRIVE - - - - - - - - - - cn FOR DIALS , •�'I X 41.5 f MAPLE77 _1 Y COMMUNICATION '" 3 EXISTING BUILDING Box �. I CONC. SHED -ANEl --------PRLOINKK FENCE t wd r ASPHALT e� o F.F.E. = 42.85 R A ' A`"0 fin. z �/ p I ( 4'x104' NEW �IARD COURTS GRAVEL s a y MAAPL 42.56 8 ZONED O�I I (ADD ALTERNATE) I ' `. ', ( I ' I NEW CHILLERS 'Y TAX ID NUMBER: 3127-09-7781 L J 42.bq N TOTAL PROJECT AREA=8.38AC y; - - - - - - - - - - - - FOR DETAILS SEE ARCH. LAMS 111 E-V ^'t X 42 55 SDMH (364.906.08 SF) ART I NEW 6' CONCRETE y y' 3 ZONED TOP 42 58 TAX ID NUMBER: 3127-09-9220 LONC WALK, -- INV 38.0a COURTYARD I SHE EWALK SEE AILS x \.f N x BUILDIN > E o CONC. WALK CONC. WALK ' E.•• INLET 43.10 TOP 3.53 (!1 a D SO SD INV 42.46 8" PVC INLET 6, , INV PUT 42.42 " JN Y .. fib INLET 2"MAPLE 2°MAPLE TOP 44.18 INLET a TO 6E DEMOLSHED -- -- -- -- --- f µ c�F b !NV 42.74 cn TOP 42.52 ?OP 43.79{/ I " a 3' • r"I� D INV 41"OS INV IN 4 M REMAIN O 2. 6 SMALL _ colvc. IN a uT M 68 NEW WILLISTON OAKS4. "t-IllnW STEAM LINES ,a ; . MIDDLE SCHOOL k „UE CONCRETE ENCASED STEAM TWO-STORY 46,304 SF EXISTING STEAM AND DRAIN ELECTRICAL LINES JUNCTION BOX W 38010 SF FIRST FLOOR, 8294 5F SECOND FLOOR CONDENSATE LINES INV 43.27 STEEL FRAME APPROXIMATE LOCATION - : C.O. �usH 2q'-0" HIGH WITH GRADE FIFE 48.41 NEW 7' CONCRETE A +w EXISTING BUILDING SIDEWACKTYP.) SCHOOL ADDITION FOR DETALS 5.1 >, F.F .E. = 45.83 SEE ARCH. PLANS APPROXIMATE LOCATION OF EXISTING SANITARY SEWER FOR DETAILS' + BASED ON BONEY ARCHITECTURAL � r PLAN 1952. NOT FIELD SURVEY i xY 1 CONIC. WALK s 4 2" C.I. t J• C.I. . .J 4" C.I. . . �� �� r EXISTING 6 .1 SEWE # C SS SS � --- SS SS SS `' ;.: : .... • , ,r... •.r. '• ZONED R 3 ':•'' ' ! •:• ^� t TAX ID NUMBER 3127-09-7189 CON(. WALK :' . . .! .•: • ? *•�! ...r:� .� ! , OAK� 30" O QQFLUSH WITH GRADE 31.5'(i (, , 6"MAPLE a' a 5 R II ♦■1 4"TREE - *- "6 E 6"MAPLE SIGN 8"MAPLE �,�r� .` t .. z• ,., >', t 1< `..;SP3; .r r• "e • co - 6_TREE 10"TRE�Ey��t CT X1 $ 9PAC YH x5 �189�55"f1 3 U 1� �.TYw y.r-A�.;, iy A ..cP -!T�'A'w+ntl'r :, ; . Y MYRTLE > FLAG Y T ' 2+a `. SP)mEES085"xT3�' 0o SDMH POLE 10' STREETYARD MYRTL 1 '� ENGER LOADING �{ U 50"OAK TOP 44.69 4"TREE MYRTLE y ONE. (240"x60' paf �V 3 INV IN 39.80 }J v INV OUT 39.54 20"TREE 24"MAPLE N 4.5'R 52"OAK U ;•, _ CONC.-.WALK OrJ 37 Inv CO PAD 4 c E E E EAR A ; . E E E ELECTRICAL RELOCATEDSS SS SS- O I ♦+ 10TH. STREET � � EXIST. ELECTRICAL POLE C.O.W. STD. DRIVEWAYINLET O TOP 4.38 TO BE RELOCATED BY CP&L 5 AILVMMCE (SHE)ET C7.7 � z INV IN .36 CONTRACTOR TO CO-ORDINATE. (STING B" WATER MAIN F - W W W W INV OUT 39.92 W - W W W W W W W W W W BENCH MARK: �� ' W CIO TOP HYD. -- -- -- -- -- -- -- -- - ■ � EL 4729 CONTRACTOR TO REMOVE AND REPLACE Q, 175LF OF SIDEWALK. AREAS TO REMOVED PRAMPPOS(EYD.) SEE HAIR u, ZONED 11 O I R AND REPLACED TO BE VERIFIED IN THE FILED. DETAIL SHEET C7.1 LEGEND ■ CU 0 SEWER CLEAN OUT mc •� GENERAL NOTES: C. FIRE HYDRANT I.) INFORMATION USED TO SHOW LOCATION OF EXISTING UTILITIES PROVIDED BY - E -O- E - POWER POLE 5 OTHER PARTIES. KIMLEY-HORN 4 A550c., INC. SHALL NOT BE RESPONSIBLE SOIL TYPE: LEON SS SANITARY SEWER FOR ACCURACY OF LOCATION, AS IT IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. SD STORM SEWER oygtM WATER METER 2.) CONTRACTOR SHALL VERIFY LOCATION, DEPTH 51ZE AND MATERIAL OF ALL -W-•D4-W- WATER LINE/ VALVE Revisions : OF COING N TRUCTIONPRIOR TELEPHONE CABLE' O BEGINN NGTWORK. CONTRACTO 5ffWFR AND R TTo UTILITIES CONTACT NC ONE AREA POWER POLE/ LIGHT - CALL A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. GAS LINE UGE - UNDERGROUND ELECTRICAL LINE G 3.) TOPOGRAPHIC DATA 15 BASED ON DRAWINGS ENTITLED: - "TOPOGRAPHIC SURVEY FOR NEW HANOVER COUNTY BOARD OF EDUCATION 0 CENTER STONE/MONUMENT ® - WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA" BY CENTURY / VON SITE TABULATION SILT FENCE ® _ OE5EN, DATED SEPTEMBER 41 19g4. - :►-- �- GRASS LINED SWALE - 'RECORD DRAWING GREGORY SCHOOL, NEW HANOVER COUNTY BOARD OF TOTAL ACREAGE 15,89 AC. �a�J`O11uJ, INLET PROTECTION ® - EDUCATION, WILMINGTON, NORTH CAROLINA" BY W.K. DICKSON DATED, TAX ID NUMBER 3127-09-7781 r.•`�i�1N FARO "'• APRIL 161 19gq. CURRENT ZONING 081 ,� - ��EESS%py9�'•. '" • NEW SANITARY SEWER SERVICE "TOPOGRAPHIC SURVEY AND SITE MAP GREGORY SCHOOL, NEW HANOVER PROPOSED ZONING 041 4 9 COUNTY BOARD OF EDUCATION, WILMINGTON, NORTH CAROLINA", BY EXISTING IMPERVIOUS 49.7% SEAL = • • NEW WATER SERVICE 20149 Project f : Date W.K. DICKSON DATED AUGUST 16 Ig9q. PROPOSED IMPERVIOUS 30.7% % .Ey r NEW ASPHALT 015047003 05.05.00 LANDSCAPED AREA REQUIRED 16% %�y'�IHNE Q ' 4.) ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY, EASEMENT OR PERMIT LIMITS. FOR NEW PARKING LOT �'•,,CHgjg IF Drawn by : Checked by : LANDSCAPED AREA PROVIDED 16% + 5.) CONTRACTOR SHALL COORDINATE ALL WORK WITH THE NEW 14ANOVER COUNTY SCHOOL FOR NEW PARKING LOT �� F ' LANDSCAPED AREA RPB JGF EXISTING PARKING 25 SPACES TOTAL CURB RADIUS SYSTEM AND THE CITY OF WILMINGTON. REQUIRED PARKING I SPACE/TEACHER AND STAFF ALL CURB RADIUS ARE LABELED AS PROPOSED PARKING 72 SPACES TOTAL BACK OF CURB UNLESS OTHERWISE NOTED. SIGN LEGEND PROPOSED PARKING RATIO I SPACE/TEACHER AND STAFF PERSON (72 TEACHERS) I:1 DEED REFERENCES WILLISTON Q AO "DO NOT ENTER" SIGN (R5-I), 30" x 30" EXISTING PARKING 9 883 SF MAP BOOK � PAGE � SCHOOL PROPOSED PARKING 27150 SF MAP BOOK � PAGE 414 Y BO "RESERVED PARKING" HANDICAP SIGN EXISTING BUILDINGS 107,067 5F CURVE TABLE SITE PLAN (R7-8), 12" x IS': PROPOSED BUILDINGS 127 55q 5F 48 HOURS BEFORE DIGGING IN MAP BOOK 2302 PAGE 12g b, EXISTING REGULATED TREES/ACRE 38 TREES @ 2.39 TREES/ACRECurve Length Radius Delta Tangent Nord Diretti Chord o (51GN LOCATION AND HEIGHT SHALL CONFORM WITH POLICY ON STREET AND EXISTING LOT SCOVERAGE 45.7% E316 87ESF 15.4/ACRE C2 83.95 69Cl 27.38 I.00 69'42'23" 48.05 N8635�2"W 78.86 CALL FINAL DESIGN 7 DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS, FIGURE 26A.) Sheet number PROPOSED LOT COVERAGE 23.0% 159 339 SF : n n GO "PASSENGER LOADING ZONE" HANDICAP SIGN ALLOWABLE LOT COVERAGE 40% C3 75.23 76.00 56'42 55 41.02 N86'S5 04 E 72.20 NOCUTS UTILITY LOCATION SERVICE NOT RELEASED 12" x IS': G4 109.44 54.00 116607'24" 86.63 557'12'50"W 91.65 FOR CONSTRUCTION C32� THE SIGN SHALL COMPLY WITH 18.1.4 AND 15.2.2 OF THE NC BUILDING CODE. iri 1 2 3 4 5 6 7 8 9 10 .Q o 35 _ - I a N� If GRAPHIC SCALE O 36.33 ` / i Ly,1 0,6 lip- 30 0 15 30 60 id W PROPOSED / I 1` { o c 74LF 24" CCP 1 EMERGENCY ❑ j _ ! I a' 0 TYPE "S" O 0.25% 1 SPILLWAY LIMP ( IN FEET ) ^ x '1�77"t•7 �7-�1't•-�->t7 M�'t7'�r'ifil'-fr71 x - __�,•+( -----x - - - - - �'„-L, f�- - - - - -J i E¢ E A 1 Inch = 30 Feet 1 1 -________-- -- -'73 I I I TOP 37.47 F " I ---s c o -_ _ I INV 32.82 \ ,/ t 1r C STORM DRAINAGE INVERT CHART 1 -- -- - ___ - t- __c- _ _ _ _ { To 0 ROOF DRAINS COLLECTION SYSTEM I I __________ - STRUCTURE RIM ELEV. T CURS INVERT IN INVERT OUT "Co" DENOTES CLEAN OUT 1 37 37 I I -ALT 1 DI-1 46.78 N/A ---- 44.05 CO NO, FIN. GRD• INV, EL PIPE LEN.f @EMABLSS 1 $ 3 35 xl 1 I� I ( <a c0-1 46.70 45.50 56.50' O O.5X , 0 33.75 , 1 '' 20 DI-2 46.82 N/A 43.75 43.50 1 m m - - -I- - - - - - - - - - - i �� , CO-2 46.90 45.22 26.0' O 0.5X 75 36.5 30 DI-3 46.38 N/A 43.27 43.02 CO-3 48.30 45.09 37.5' O 0.5% i 1 ( INC 25.1 25.1 I / INLET CO-4 48.30 44.90 8.0' O O.BX 1 / , r ® DI-4 45.85 N/A 42.75 42.40 I , TOP 39.07 I CO-5 48.30 44.85 8.0' O 0.6X 1 } • I -- - - - - - - - - --- - - -- - 4NV- IAl--34.79 -��Z _L j-- - -- - - - - -- - +'- -- - - - - - - -� I � 50 DI-5 45.50 N/A 42.23 42.13 CO-6 48.30 44.80 72.5' O 0.5% 1 17Y3 5 • I j' INV OUT 33.97/1 I ( ! r ODI-6 43.75 N/A 40.31 40.21 CO-7 48.00 46.00 47.0' O 1.0% POND BAFIFlE (1) F.ES #1 CO-8 48.00 45.53 48.0' O 1.0X 75.0 I H _ " INV 36.04 1 7D MH-1 42.00 N/A 38.51 38.41 CO-9 48.30 45.05 26.0' O 1.OX TOP g� 1 CO-10 48.30 44.79 3.0' O 1.OX STORMWATER , 1 ' I II I i / I I /J 0 ' B ® DI-7 44.50 N/A N/A 40.48 MANAGEMENT n 33.75 1 I / / I I I i I I ' ' CO-11 48.20 44.76 34.5' O 1,OX POND DETAILS 33.75 , / / ca ' 90 DI-8 47.45 N/A 40.03 39.93 c0-12 47.90 44.41 38.0' O 1.0% 10 " I I ' I I // { :�� N V N o ® DI-9 44.45 N/A 39.26 39.16 CO-13 47.50 40.87 21.0' O 2.OX I I I I 11'' ' coo o n y CO-14 47.80 40.45 4.5' O 2.OX , L { ��_- / I I I ' �r'I \ �--- O o O iV ----- O DI-10 44.00 N/A 38.87 38.43 c0-15 47.80 42.30 9.0' O 2.5% I--'I' I ( � `� �� I � N= I ° CO-16 47.80 42.08 31.0' O 2.SX 1 " - I { // I { / ''r``�---- ' { I L7 y ° cm, 1 12 MH-2 42.00 N/A 38 38.07 37.97 1 �y �j,('^j{ I pt� I o CO-17 47.80 41.30 10.5' O 2.5% r I I PROPOSED N 1� Y Y, I� AN 0 �= O POND-IN N/A N/A 36.04 N/A CO-18 47.80 41.04 28.5' O 2.5x I I j I I / I / I { -_,i I I Q o 0 POND-OUT N/A N/A N/A 33.75 L I I / j' 1 I ; I , Y 1 i COUNTY PRAC II IELDSM CD CO-19 47.80 40.33 3.0' O 2.5X i ��-� -�-� �i-� �i c' �� I c Z�•• CO-20 48.30 46.30 48.5' O 2.0% , , / / c c 5i O MH-3 36.33 N/A 33.57 31.09 CO-21 47.80 45.33 47.5' O 2.Ox ; . ° r I -J 1 I (TO /BE BID A -' I P R AITE P R 0 J E C T) j' 1 / rn t o CO-22 48.30 44.38 37.5' O 2.OX I ♦ / / I / / c d tL I J ONC 53 PARKING SPACES / I I ( / I I n'� 40 CO-23 48.30 43.63 7.0' O 2.0% r ; " 1 I I ' I I i i I I i i Le„ 0 E CO-24 48.30 43.49 35.0' O 2.OX I I ♦ I I // I I I I �- I I / / CO-25 48.30 42.79 38.5' O 1.0% 5 : .is I 00 cr ZO 89LF 8 „ CCP TYPE S QeCo ♦ ��I @ 0 . 7 5 i W ;> : b I • .-' 1 1 �jzM A �.. _ _ A l l ♦ , I I I I I I ♦ I � m { I { - -- -- - - -- -- - --- - -- t i - - - -- - - - - - --- - - -- - - = - - - - - 60LF 8 W i t I ;'-- - HALT I�- _ - I i ° ' °: ' ; I I i- I - I 1 I i I SDMH ---- CCP TYPE „S „ d a , - - , _I ! ♦ o� a / L' ♦ I I TOP 41 .99 it `� I @ 0 . 7 5/o ° a I I i ♦ ♦ I t�l I II INV OUT INV IN 3Y.54 35 96 / d I I I ♦ - - INLET 1 7.11 f. HC HC HC I ; I j I TOP 42.07 i o R 0 U N D �. I - - - - - _ _ __-- ==_==------ _ - - - - - __ - VICE ` - - co WALK -_------------Lneuc-- -- 1 W ----- LF 24 CCP E S `OAK i 0 O - - - - - ---- U12 -^ --- -- 4-2" OAKS 7 44. 50 8 d Imo_ _ -r- ---- 1 h _<� 1 1i� " STREET =o N ` 1 \ ; �c0 00 _ 1 � � � � U 4. 5 7 9 d ' • S L P E •. . � . I -----49.•75---------- --- a TOP HYD. '- ----- __ _ - - _ EL 79 - -_ I °.e e e I I - 1 41.0 - ---- -------- ---------- -- -__ ------- -------- - ` ----- --- - ---- DO w w w 1- _ ------ -- 9PFt- _ U) �^1 w � x °.a d C* 45 e I_ - 1 --42-"COTJC. WALK • MIN. /' 43. r -- -- o _ n' a d- �44- Ica P U� I ° r - _ -_42 -� 4S - _ R - ,' ' r---- - - - - - - - - - - - - -'\ , 118ENCH MARK, ° ° II 45.39 .45.16 N►� fA _ 3 ~r' �\ 45 \ TOP HYD. 46.90 ° . ` d e .d ° / ' sasY r I 6' INTERFERENCE � h 4s.es - �� ■ 0- 1 r ' 39LF 8 r I MANHOLE WITH INLET _ ��'' EXISTING BUILDING (SEE C8.2, UTILITY DETAILS r< g7 '' «' q p CCP TYPE "S" ...f 1/r' J f © l tJ �. O 0.75X = ki f ' , 1 ;i:: r I I F.F.E. 44.38 SS o X-!: : / / ; t-- -- ^�" '`,• , J I TO BE DEMOLISHED SS r 1 •. (ADD ALTERNATE) cd NEW SERVICE DRIVE 1 •. ^. I 182LF 24" RCP O 1.00% / as.a ° C k \j a3.7s 5 1 _ •• , r „y- "� / ,/ �' i r r 1 ..• { I OMMUNICATION .ee 4sse i O 1 '' BOX & LINE- - --- - - - - r ■ si SEE ENLARGED DETAIL LEFT n NEW 8 WOOD EXISTING BUILDING ; , COMMUNICATION -- �,.' w c / PRIVACY FENCE 1 BOX f I CON . SHED -�. 'II` N O 1 SEE DETAIL A, U ,, 1 L F.F.E. = 42.85 B91F a 4, T' - - EXISTING I '-- - „ ' LEGEND " " CCP TYPE "s { { -WATEB SERVICE I PROPOSED CHAIN O 0.75X I { I •� 48.20 8.4 ® SEWER CLEAN OUT NOTES: ZONED & 1 _ ' § I.___ � � LINK FENCE GRAVEL ;, 46 46. .Q FIRE HYDRANT 1.) SEE SHEET C1 FOR GENERAL SiTE PROJECT TAX ID NUMBER: 3127- - 81 CCP TYPE 'S" I HARD COU TS I / / 1 I 0 - E --0-- E - POWER POLE AND SITE CONSTRUCTION NOTES. TOTAL PROJECT AREA=8.38AC O 0 75X / ''l' 45.2 s.,6 1 O (364,906.08 SF) APPROXIMATE LOCATION OF OUN - 46 Z F SS SANITARY SEWER 2.) SEE SHEETS C-7.1 THRU C-7a FOR SiTE CONDUIT CONTAINING UNDERaROUND \ _ RELATED DETAILS. ELECTRIC do 3 SD STORM SEWER /4 WATER S RACE ,,' \ •''., .zo ,. T }+00 C 0V�{yt WATER METER 3.) CONTRACTOR SHALL REFER TO ARCHITECTURAL i'' .. \ '' ' PLANS FOR DETAILS RELATED TO THE PROPOSED 4a. ;. ':. C4 r -W-{>4-W- WATER LINE VALVE 4. w` / BUILDING. ALSO REFER TO THE ELECTRUIL PLANS � _ ' •:',..: ;. ., •, •' :: . . • ' .,, \ 47 � 'r 4s.es c / � CO (' ] O POWER POLE/ LIGHT FOR TRANSFOkMER DETAILS AND TO PHOTOMETRICS 4 4 I �75 __48 , ■ tl/ PLAN FOR -a- SIGN SITE LIGHTING. C. WALK r CONC. WAL 1:, ! • f r G GAS LINE r 7r - - - - - - - 'y am 0. i _ .� a4 17 PVC • r,i f: !. ' ' 'v / ' •C • v r• '' . / 1 ■ 4.) CONTRACTOR SHALL REFER TO THE LANDSCAPE - IN Ef - .. c� sk :';v 6r 0�20-: . i, . : yq w r UGE - UNDERGROUND ELECTRICAL LINE AND IRRIGATION PLANS C-8.1 THRU C-8.3 4 70P 44.18 `/ �..✓� ;,, 1 " r r 'F ' ; ' ' / / 1 IN REQUIREMENTS. ' -FOR COMPLETE LANDSCAPING R 0 REMENTS. , '�`- INV 42.74 CENTER STONE/MONUMENT s `i 6" INV 42. 1 i -, ' . �y / % . `�` vi -- / , fU f . M '.; ;:� TO R , 4 ,,` , i.;: , "i JUlYlill♦ '�QX'. ' n SILT FENCE z 4s AF s 1 CONc. r / ' 3: 0. - PVC O 1a04X 1 � NEW WILLISTON ae. 1 0 0 0 i I / I , 'I-:; 7 'ir / !; i ,.'S.. ��/ f ` 48.86 46.6 / 1 HANDRAIL NOTE: NO WETLANDS ARE LOCATED r 1 I 1j 1 w r /.'' �Y f- '. MIDDLE SCHOOL -» »- WITHIN THE PROJECT AREA. r f''' / / , .r :i TW0-STORY 46e304 SF afi ' 4 0 i-- GRASS LINED SWALE CONDENSATE TELI AND 38010 SF hIRST FLOOR, 8294 SF SECOND FLOOR ' ;, Revisions CONDENSATE LINES ' ) r^ / r � � INLET PROTECTION ,p4ouem.eu"" APPROXIMATE LOCATION /;: ;STEEL FRAME / 4686 /' ' e.•`� SH CARD H .. 29'-0` HIGH' __ se 97 / �d Off.•........,�/ E -SS-SS- NEW SANITARY SEWER SERVICE • ti . ' ;'' FFE E OFESSjp %tif EXISTING BUILDING ;.;; F qV= Nq F.F.E. = 45.83 i " U 'AND CONC SCHOOL ADDITION' �; ;/ %. 1 1 ® - - W W NEW WATER SERVICE n IF SEAL APPROXIMATE LOCATION OF , % CA1:;,i.1 ES ;�: r G o EXISTING %' 1 LQCA W T}ti$ BOUNDI2Y'F / 4e.e 46. t 20149 SANITARY SEWER IN : L 4�+5 ��� EE ARCH. PLANS 3 t 1 4QCAKTO 6 vE1ti 1N FIELD FOR DETAILS- ; .�' 48.36 � y BASED ON BONEY ARCHITECTURAL - Y ", NEW ASPHALT f S;ry PLAN 1952. N07 FIELD SURVEY i. %/ /, J ; J e.. , "`R"�3-" CP 3C' _x_.- - °'•.,�yR1S O. V�\`,CD " , ', ". '; ` ,% i `` ,, ;' ;'O 0.25 ( - Di 'lx\" �c k ?C LANDSCAPED AREA aeena \� 4" CJ. 2 C.L. _ ; i ;, O c -7 co-e c•-� co 10 !r © - PRO,I 4 1 gg/ EXISTING 8S'.I. SEWER SS S �1 a ,! �''' .' r, r; �i e, : •r.;co•-t CO-12 �i'. a . 7 ^�`` 1 DEED REFERENCESALK W �: :.• ' ;�•... 03 •_d _ / 1 - To Designers Certification: \ USH WITH GRADE r ''' ''�F": •:' , :.r '• .:.• Pr � - Date " MAP BOOK 1191 PAGE ZZ$ I hereby certify that this plan has been prepared in accordance with the latest S�N 1t Wilmington Standards and Specifications for Stormwater Management and MAP BOOK 1861 PAGE / sue. �: -_.�� 48 a .a 1yp " 47 1 4 .2o r ` 018047003 07.19.00 Chapter 20 of the Code of Ordinances of the City of Wilmington." 1 / A 4 • 47. a LF 15 Rcp J / , P y 9 MAP BOOK 2302 PAGE I , O 0 25xCP i 4 . 4 •4 � 25X � I I r �� / Drawn b �ihCC1C9Cl b Signature: J \ 45 4 . O / "^ I r 1 AJG Y JCF y Printed Name and Title: J. Chris Ford. Project Manager r Ld \ PO ___ ,: . �� \ : , / / Dote: Registration Number: 20149 FINAL DESIGN EXISTING LA ERGROUND `� 47 e ' �/ ` 1 NOT RELEASED 54 ��� SERVIELECE TO BIC &E ELD LOCATED o R/4- WATER3 -{ "Ag r FOR CONSTRUCTION Oil, 4 `�`, o EL'�,SOHYDB4 __-, - --_% '° 47.9 { i Owners evel er s Certification: 1124.24 _ ,-__ _ , - GRADING AND I/We hereby certify that any clearing, grading, construction or development, or all - r -' - -- -- -- 48 v'. ..� 1 _, - .7.. .., , , r- ".f, 1 7:J , ,., r, _ r !" •..J ..r r' !.... . . ,. . ,� .. , _ r ' r' 47. 1' �, ,,..-, , r _ ,.� _ : ,.� ._ _ ,, r a .: : ., .., a these will be done pursuant to this Ian and that the applicable L` C ib r , , NC. _ . ., .:', ,r" , ,.r;r. '.r'.r r , r r `i r'_r .,r, , .; , .;'k , r'H of P P PP cable Stormwater r x r".r• _r.,: a DRAINAGE PLAN Management conditions and requirements of the City of Wilmington, the State of -- " North Carolina and the Federal Government and its agencies are hereby made part 48 HOURS BEFORE DIGGING IN - _ __ E ` -- {_ E of this plan." NORTH CAROLINA G - ` SS Signature: CALL 1 -800-632-4949 _ _ 10T_H. STREET ss ss - I Sheet number Printed Name and Title: Eddie Anderson. Director of Facility Planning - - - � 71'T WTMWA i fi Yi �i �Tfi - -�.r�. -rs 1� ii r� >� �i try. r�i �T��■ o ��- Date: NOCUTS UTILITY LOCATION SERVICE 1 - C401 t� '^ EXISTING 8" 92 W W W W W W W ' M� W W W WATER MAIN W 1 2 3 4 5 6 7 8 9 10 Q N- 11\Y t.V•VV , Z� INV �OU� 25.580 INLET , Z TOP 30.04 N v I -- --- -lI Il- ZONED R-3 �, INV 27.84 rs � -- -- -- -- - -- J Ex•- Q t_ STORM DRAINAGE INVERT CHART --- ------ -- -- -- - _- ---% - -- - - -- E ---__ __ _ E - - - 3 •3 /4 STRUCTURE RIM ELEV. T� INVERT IN INVERT OUT _ i gCL t DI-I 46.78 N/A ---- 44.05 N �1L- • / / -- -- - - W «g - - �< ---SS-- Zo 2O DI-2 46.82 N/A 43.82 43.47 - w 50.02, VERIFY CONNECTION '``2c� a .� voa TO EXIsnNG 48' LINE _ N� \ �0, l� ,a, C=� w 3O DI-3 46.38 N/A 43.25 42.9035- .. 15 LF 24' HDPE O 1.00x - _ ® DI-4 45.85 N/A 42.63 42.28 - - -- - --- - - --- - .- -- - - -- -- --- - - ------------_-- -�- -- ----- --- -- ------- ------- =�- -��=_ =------ -------- -- E_ _____ __ �__ .�=-� y w Q(L 5O DI-5 45.50 N/A 42.I2 42.02 45' I,TCP 3b RCP ------ -----2�l--___-- ---- __ S-05'37�E- _ - - - _- - - - ----- _ --- --- --- - _ _ - --- n ,t` -- -- -- -- -- -- -- -- -- -- -- `� _ - m © DI-6 43.75 N/A 40.24 40.14 �`� Ti I r O za.45 266 LF 240 HDPE O 1.00X .25 246 LF 24" HDPE O 1.00% " SDMH j !0 3z.ta 7O MN-I 42.00 N/A 38.52 38.42 ( i � O INLET � TOP�6.34 a . © DI-7 44.50 N/A N/A 40.38 r ' - - - - - as+oo/ - - - � -as+b'� - 30- - � 47+00 as+oo „-r''' TOP 29.S�+oo r�i1VV IN 25.48 � V / � INV 27.26 9O DI-8 47.45 N/A 39A6 3q.86 f / INV OUT 24.38 10 DI-q 44.45 N/A 39.23 3q.13 B O DI-10 44.00 N/A 38.86 38.42 211110-0 s O MN-2 42.00 N/A 38.Oq W 37.99 I !� '� � n ® POND-IN N/A N/A 37.04 N/A I - _-�,~ - - -'' Io V N g ®PONDcoo N -OUT N/A N/A N/A 33.75 j I i _ _ _ (/� rn 0 o ® MN-3 36.33 N/A 33.58 31.0q I !i p r'�. / c ^ rn ® MN-4 32.10 N/A 27.78 27.68 i I^\ I I '' ''' t o 0 O MN-5 30.25 N/A 25.22 25.12 1 I I "'~ � < o rn rn i ® MN-6 2q.45 N/A 22.46 22.36 c z r' + LU � a o c ' 1 I I-- / / ••�'� - /''/ li C'a li ® MH-6 201.00 N/A 22.21 N/A I I i m� f ' ro �jt \ I (0 l� !W t r l / \ I - I I L I " HELD SE / r HOU -_-,.ZONED I i ZONED R 3 - I ! r :n C 1 r / IM I I j M�/E`LL NOTES: EXIST INLET i. SEE SHEEP Ct FOR GENERAL SITE PROJECT SSUH -� t� ( .� TOP 32 01 * -C -*----� r " .''- / D ) AND SITE CONSTRLX110N NOTES. I N P 2 6.61� tr �t I '' x IN •' / _ �, B,4T iNG o 2.) SEE SHEETS C-7.1 THRU C-7.2 FOR SITE _ � i U 77 i !NV OUT 287rL`5 RELATED DETAILS. I t / NE V '.8" Jf� J CAGE 3.) CONTRACTOR SHALL REFER TO ARCHITECTURAL ( rt tlt j r UL'T = �[�9.00 PLANS FOR DETAILS RELATED TO THE PROPOSED j/ r f BUILDING. ALSO REFER TO THE ELECTRIAL PLANS , �, I ' N FOR TRANSFORMER DETAq.S AND To PHDTOMETRICS I r , �\ i3ATTING ( / I N i_FT PLAN FOR SITE LIGHnNG. j1 I ( / /- l+ ' CAGE ; / CP 35.8 oo ` iNV IN 33.93 / + 4.) CONTRACTOR SWILL REFER TO THE LANDSCAPE I' / I \+ �'' f INV CUi 33.7R / EXIST. 2" `* AND IRRIGATION PLANS C-&1 THRU C-8.3 I I , / IiVL.E) r s / / �- G/,S L'IIJE FOR COMPLETE LANDSCAPING REQUIREMENTS. INLET -� / rt 3o"SYr,AMORE / TOP 3a.._4 / j NEN G' CHAIN E3ACK TOP 32.0 - C ( INV IN �2.17 ,r'r _ , - - ' INV 29.84 , / LINK FE Gt� _ _ _ STOP SEE ESSHEET C4.1 OUTLET STRUCTURE I (D I f l , 1 . - 'L 41ST_f C, FENCE TO BE f / r ��r- - - / / / - c -� - fC31 `T+FAa .TEES i - - / / ---- 70LF 24' HDPE O 0.257G ® EME 19 !NV, CUT = Xy PRO 33 0� ---All ,.. I l� i i t C / - REi 9€3 {-�_ 1741 - 1 C O V +� GRAPHIC SCALE > co 30 0 15 30 60 O C ( IN FEET ) O 1 Inch = 30 Feet � � U 0 L � _ O F - Z CIO N . � Co E Revisions A - LEGEND ® _ G 0 SEWER CLEAN OUT - FIRE HYDRANT ® - - E -0- E - POWER POLE ® _ SS SANITARY SEWER Desis Certification: SD STORM SEWER ��e::es:e�h„ ® - ' hereby certify that this plan has been prepared in accordance with the latest oyyly{ WATER METER �•` jH CARp�''.,, Wilmington Standards and Specifications for Stormwater Management and -WW- WATER LINE/ VALVE Chapter 20 of the Code of Ordinances of the City of Wilmington. ( POWER POLE/ LIGHT {ate �9 Pr*d f : Date Signature: SIGN I SEA9 018047003 05.05.00 1 20149 Printed Name and Title: J. Chris Ford, Project Manager G GAS LINE DEED REFERENCES s Date: Registration Number: 20149 - UGE - UNDERGROUND ELECTRICAL LINE MAP BOOK Ilgi PAGE 778 %,� .�+,1NQpo�a Drawn by : CheCkedby : Cl CENTER STONE/MONUMENT MAP BOOK 1861 PAGE '•ayR�S�F��`'�\Y' AJG JCF o, Ouxler's/Devetocer's Certification: SILT FENCE MAP BOOK 2302 PAGE 129 OL "I/We hereby certify that any clearing, grading, construction or development, or all - - �►-- GRASS LINED SWALE of these, will be done pursuant to this plan and that the applicable Starmwater INLET PROTECTION GRADING AND Management conditions and requirements of the City of Wilmington, the State of 13 Cr North Carolina and the Federal Government and its agencies are hereby made part se a NEW SANITARY SEWER SERVICE H of this plan." 48 HOURS BEFORE DIGGING IN DRAINAGE PLAN Signature: • • NEW WATER SERVICE FINAL DESIGN NORTH CAROLINA o Printed Name and Title: Eddie Anderson, Director of Facility Planning NOT RELEASED Date: y. NEW ASPHALT CALL 1 -800-632-4949 NOCUTS UTILITY LOCATION SERVICE FOR CONSTRUCTION Sheet number t Ix,} hex N,4y�7 LANDSCAPED AREA C402 1 2 3 4 5 6 7 8 9 10 rn ""- W ZN� �T .25- -- -- X 315.26- ae�54-C :4 - -- - - �e.�l -- - -x : I a9. I �- I � SANITARY SEWER AND I I t v STORM DRAIN EASEMENT I I A x 37.9 � I I W C.I % RAPHIC SCALE 7 �o_ o 1.3 X 39.0 I I a I + I I I I I I NG SSMH = D- E X 39.4 - i I I j I TOP 42.08 I I . I, �! I -�� ! I EX INV 39.15 30 0 15 30 60 " W `� 9.5 � ( �- - - - - - : t�ALT - - - - - - - - � - - - - - - - - - - - I I I �EW1N�IlN-39B8- - - - - - - - - - - - - I 71 Ix .i j I a x 39.3 - I .i i 1 IV I �x 4�.3 j _ -� I " 41 I I �, I ffM SDt,9H AA) j ( � ) C m ONED O&, I 1 TOP 41 ,99 C I i 1 Inch = 30 Feet = I I INV IN 37.54 I I 9.79 I \ = SDM,i INV OUT 35.96 iF 40.84 S I III I I I I I 71 INV 37.0? I • I i I I INLET Z J/ TGP ao.5a I TOP 42.07 0 INV ?8"IN 37 i1� �• I .� ! J , INLET �I'. / !N•v` 36.83� �• . ! _4� h0 �'�.� "�C - - - - - - - - - - - - - - - - - -- -- -- - - - - I - - - �� s `2' - - - w 'T�`1-'-IjjI' I.. , I s + 3=?.5 q of TOF 4GCr •.;- --'� - -- - - _ems= i 1 qP -- -- -- -- 1 + pQ' 'NV 83 - a �/ 4I. 3 { ' L X 41. CON WALK CONC w•0 D SD 74" in- SID C 24" SD 1 ,'i W I 3 J T �. DQ q \ \ ----- P 4-2" OAKS `�V " ,. e 4je _ to171 '- V - _+ •' , I q'+' bq�ry I Dq� �O' O N n��_--- / _., }•.- --..� N :{}•.-... +-- ( +b -I' �i I + BENCH HARK_ r i O O N I TOP HYD. S.S. O SLOPE �/� I I 40.75 78 LF `SAD I.P. CL 5 a°g v± ( + yr - i 1n e I a 45.79 11TH. STREET y ` o hq .•;� 1b OG TOP �i 24 i b b 'v "r 4Lp (� o p rn rn 0. \. a• Q.• WV p�'L57 /� Dp tp I %P I �`;-- - -- -__--. - �.. .� W W ^^ - - - D - W W W WM W Z7 -� < 0 0 p. q, -SD 4L56 X 1.64 K -- -- -- -- Z.. 192 IF -8' D.I.P. CL 51 X 0 3 _ -- --. S.S. O 0.4OX SLOPE E04CH MAW, co o i tp, An q\ !( 4 r - - - - - - -- - -- - - - 25, �` cdli NLET 1 " hiLET •.t... x ^ a TOP 43.35 + EL 48.90 n - < 0,TOP 39.84 TOP 40.41 ( I INV IN S 40.06 8 NEW SSMH T�� C . .'•. 31 bq� INV 38.15 ASPHALT L INV 37.59 SCMH 's I :' .• INV OUT 9.96 ka-e �� TOP 45.74 O b\• TOP 40.76 TOP HYD, /N +.• I'...": I EXISTING BUILDING INV. O 40.91 �1.20 x INV 37.34 EL 44.49 I \'_- INV. OUT 40.81 0 F.F.E. = 44.3868 q"b I.6 4`' 3 TO BE DEMOLISHED 8 b �b 410 I i (ADD ALTERNATE) ri LIMITS 41.57 � DUMPSTER W EXISTING 6 :r. OMMUNICATION ologisms PAD TEPS "Gk 42.03 y TO BE DRAIN BOX & SINE- - - - - _- - - - EXISTING 8a SS LINE TO BE C � � � � � � � y 7�s '` X 41.5 DEMOLISHED COMMUNICATION 20 LF DEMOLISHED AND REPLACED WITH 97 LF 4 SCH. 40 PVC WffH ;•' PROPOSED SANITARY EXISTING BUILDING BOX i CONC. WATER SERVICED DIP H SOLVENT-WELDED JOINTS AND 20 LF DIP ❑ 25' SEWER EASEMENT 3 CONNECTION. MATCH 1 O 2.08X TO PROPOSED MANHOLE F.F.E. = 42.85 : IX. SIZE AND 1 ❑ ti ASPHALT 1j 0 - 7 �I- MATERIALS CUT EXISTING s I I GRAVEL "4 0z • WATER LINE AND � I HARD COUT I NEW 2-e' SCH , ZONED O&I APPROXIMATE LOCATION $ ❑ l �A 42.56 c� OF UNDERGROUND ELECTRIC INSTALL NEW 1 I PVC CHWS & c _A bry• TAX ID NUMBER: 3127-0-7781 & 3/4• WATER SERVICE 90 DEG BEND t... MIN BINiY 3' : . Z NED R 3 M 42.69 cv -- - - SEE PLUMBING � (384,908. SF)8 3 I '! L - - - - - - - leftPLANS FOR 3 TAX ID NUMBER: 3127-09-9220 SDMhi 3 ❑ X 42.55 TOP 42.58 TERMINATION P01 d) fT1 +` 1.ONC:,WAS•.. _ INV' 38.08BUILDIN CV as INS go 10 E CONC. WALK CONC. WALK G,'. `•; --- 43.10 . . . E S SD SD PVC Y INLET - INV OUT 42.48 -- -- -- --- • TOP 44.18 _i• ';.. a _ INLET "a INV 42,74 } TOP 42.52 $ D !NV 41.08 M A, TO REMAIN O 2. 6 z CONC. EXISTING B• SS LINE O STEAM LINES AND TO BE DEMOLISHED 315 LF .40 SDR 35 J�EE S.S. O 0.40X S PE r CONCRETE ENCASED STEAM SEE MECHANICAL ELECTRICAL DRAIN - ELECTRICAL LINES - UNCTION BOX & PIPING OF PLANS FOR EXACT EXISTING STEAM AND TOP 44.?7 �� CONNECTIONS. & SEWER CONDENSATE LINES APPROXIMATE LOCATION N`J 43.27 -�I�1. �I 3• DIA. 90 DEG. BEND C.O. FLUSH WATER VALVE BOX WITH BLOCKING WITH GRADE EXISTING BUILDING GAS RELOCATED TO wgTE-P NEW 3• DCVA ry F.F.E. = 45.83 BE RELOCATED VALVE BOX TODBEA WATER SEEKFLOW SHT. C5.2 VENTS NEW 3• PVC (SDR 21) APPROXIMATE LOCATION OF GAS LINE AND FOR DETAILS WATER SERVICE EXISTING SANITARY SEWER METER TO BE BASED ON BONEY ARCHITECTURAL RELOCATED _-� DEMOLISHED 82' 1 PLAN 1952, NOT FIELD SURVEY CONNECT NEW SEWER GAS METER NEW 3• PVC (SDR21) EXISTING 8' S.S. LINE ABANDONED TO EXISTING 8•C.I. PROVIDE 5 PSI MIN. 3' BUURY IN PLACE GROUT EACH END ^'. CONC. WALK 2- G.I. .'.. . R-3 4 C.I. EXISTING 6"S ,I. SEWER SS SSC.I. , !' ZONED - SS SS O y.: t: < r . TAX ID NUMBER 3127-09 7189 ■� LUSH WTTH GRADE GONG. WALK :.. 00 M0 Cd SIGN NEW GAS LINE I r ..".. 3 VN6' `f� I ••' z RETIRED GAS LINE �7 STORM D BOSSING , j DETAIL SH C8.2 B z 0 FLAG R' '`:' ( O cd U TDP POLE i. ,. NEW 3" OP 44.69 c? . 3 INV IN 39.80 METER • o /^!NV CUT 39.54 VAULT .� TOP HYD. O o I, d i ' EL 50 C I o a-sa - - _ - - - - - - - 7s _ _ - - - - - - - - - ` sssa -- -- -- -- --- C�{ CONC WALK 05037 W CONC. .PAD • x • r SEE SHEET C5.2 _ 1 to s�� REDUCER AI E E U E E E G G SS- RELOCATED ' \ - - - 10TH. STREET _ _ - ICu P° - - t - W TO BE REM AND O INLET EXIST. ELECTRICAL POLE REPLACED 177 LF TO BE RELOCATED BY CP&L AND 20 LF X 8• SDR-35 NEW SSMH Z - - ,` TOP 44.38 I."'. INV iP: .36 CONTRACTOR TO CO-ORDINATE S.S. W 0.40X.aSLOPE W EXISTING 8" WATER MWAIN TOP- MATCH EXISTING - W - W W W INV OUT .98 W W W W W W W ip. 20 LF DIP O 42. - INV. OUT = 42.15 Cn OPEN CUT -- 0 BENCH MARK: TOP FIYD. CONTRACTOR TO REMOVE AND REPLACE EXISTING SSMH ♦A "�� EL, 47.29 175LF OF SIDEWALK. AREAS TO REMOVED NEW 8• x E TOP 47.33 V, ZONED •O&�' AND REPLIED To BE VERIFIED IN THE FILM. IX INV O 42. (NI) TAPPING SLEEVE IX INV IN .10 AND VALVE N ■ C NEW INV OUT 43.00 ' NEW SUMP ELEV 43.00 6CONTRACTOR SHALL PLUG c!t SE ER CLEAN OUT _ GROUT MANHOLE TO RAISE ,40. FIR HYDRANT THE SUMP ELEV TO 43.00) - E -0- E - PO ER POLE SOIL TYPE: LEON SS SANITARYMSSEWER SD -- STORM SEWER OWM WATER METER -W-04-W- WATER LINE/ VALVE Revisions X;t POWER POLE/ LIGHT SIGN - gprrou���� GAS LINE ,.•`'�RjH CARO��'••, - UGE - UNDERGROUND ELECTRICAL LINE ® - a ........., /0., G �4e�ES�0;y9 ! •S I] CENTER STONE/MONUMENT ® - NOTES: SEAL SILT FENCE ® _ 1.) ALL PAVEMENT CUTS SHALL BE SAW CUT = 1 20149 - ALONG A STRAIGHT EDGE. a - ■-- �- GRASS LINED SWALE _ NE a INLET PROTECTION 2.) MATCH EXISTING MATERIALS WITH ASPHALT 'cHR;S,�pQ� e .. NEW SANITARY SEWER SERVICE ® - AND BASE REPLACEMENT WITH A MINIMUM OF 6-1/2" OF ABC AND 2-1/2" OF 1-2. tJ�w�u • • NEW WATER SERVICE project f : Date 3.) WATER MAIN INSTALLATION SHALL COMPLY 018047003 05.05.00 - WITH THE CITY OF WILMINGTON CROSS NEW ASPHALT Drawn by : Checked by CONNECTION CONTROL REQUIREMENTS. 4.) WATER AND SEWER SHALL EXTEND TO WITHIN FINAL DESIGN ` x LANDSCAPED AREA RPB JCF 5' OF THE BUILDING. NOT RELEASED 5.) PRIOR TO INSTALLATION OF UTILITIES IN THE FOR CONSTRUCTION UTILITY DEED R£FEIZ£NCES VINIGINITY OF THE SCHOOL FLASHER, THE MAP BOOK 1191 PAGE � PLAN CONTRACTOR SHALL CONTACT THE CITY OF N H WILMINGTON TRAFFIC ENGINEERING DEPT. MAP BOOK � PAGE 129 14 L. 48 HOURS BEFORE DIGGING IN MAP BOOK 2302 PAGE NORTH CAROLINA Sheet number : CALL 1 -800-632-4949 NOCUTS UTILITY LOCATION SERVICE 0 C51 m 0 1 2 3 4 5 6 7 8 9 10 a C4N F-- 3 ti 3 A w 4•� N `4 C4 — vo•o 6 E W V W Of WM a 5-n g �n mn oa n Q 0_ NY gg gn Q Ln — a n g + o +gZo **_� +��o +ei - so V 48 MENWATER'SERVICE CD 4 8 IN. AIR B 42 0.4000 1c g �. .� PM 40 O N C4 +u'N 38 � n y N CO EXISIMNO AIER CO, Co 5 38 E 0 N N DATUM d2A'7 RELOCA C 00 n 3100 rz o rn rn CZ� 'v 10+00 11+00 1244M1 13+00 14+00 15+00 18+00 17+00 C C O C U+O+ O X L` C 0- U- SANITARY SEWER QD C E ylf NY NON nm r Ind "GIG + dW 2d° + + zo +l?o od_dd + R �_ D50 N d� GIN O 48 90.3LF 0.2500 % 18 IN. 68.9LF 0.2 42 `000 1G 0.35001< 24 IN. _ .. 42 24 1N. 38 . .. . 38 LINE BEBE Kr a34 C1 32 DATUM AZBV O 30.00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 STORM SEWER ( TO DETENTI ❑ N POND ) O co O C U p s 4wd = z° F O= O INN � •� 42 -- N HW NN (VV� MC 40 + -O f � HN _ C-- J �. 3 z _ 3 32 Revisions : 30 28 1.0000 26 - G24 >< A = 22 20 18 `i4NgtNiliiiyZ 18 � ��jA fiAR0��4ps �T am ,r•' �FEssloy'.�9�,•, Project f : Date 018047.03 05.05,00 : SEAL 20149 - Drawn by : Checked by : 43+00 • �'�` E� RPB JCF 40+00 41+00 42+00 44+ao 4s+ao 46+00 47+00 46+ao 49+00 iy '..• 1 NE •�0�. yR STORM SEWER ( FROM DETENTI ❑ N POND ) rANITARY TORM AND 3 N SEWER w H a 48 HOURS BEFORE DIGGING IN PROFILES NORTH CAROLINA FINAL DESIGN sheet number : CALL 1 -800-632-4949 NOT RELEASED QC601 NOCUTS UTILITY LOCATION SERVICE FOR CONSTRUCTION o 1 2 3 4 5 6 7 8 9 10 a rn N- _N • V LL.� Z N c Ea E A w �N .. V 6,6 ��lL E Q� IN MDDLE OF BERM 10' LANDSCAPE ZONE POND AND OUTLET STRUCTURE DESIGNATION Q in ALL ITHE WAY AROUND ELEVATIONS A B C D SEE LANDSCAPING PLAN SHEETS THE POND FOR PLANTING & SEEDING CONTRACTOR TO STRAP METAL HARDWARE TOP BERM EL. 40.00 X X X DETAILS. CLOTH & SILT FENCE FABRIC AROUND ENTIRE Q50 EL 39.58 X X X V RISER EMOVESTRUCTURE CLOTH& FFENCINGCFOOLLOWINGO 38.96 X X X THE COMPACTED SELECT NSTRUCTIN. Q10 EL COMPLETION OF CONSTRUCTION. BACKFILL TO BE PLACED TOP OF STRUCTURE EL. 38.00 X X X IN 6"-8" LAYERS AND 1" RUNOFF STORAGE EL 38.00 X X X COMPACTED TO 957 STANDARD PERMANENT POOL EL 37.25 X X X CIS B PROCTOR MAXIMUM DRY DENSITY. 0. ORIFICE EL 37.25 X X X � METAL GRATE BOTTOM EL. POND 33.75 X X X Y TOP OF BERM c " Q50 WSEL Y TOP OF BERM TOP EL FORE BAY 37.25 X X X \ \ \ \ \ \ \ \ \ \ \ \ nr.T \ \\ \\ \\ \\ \\ \ y Q10 WSEL Y 10 WSEL //\\ \/ $�/\\ \ BOTTOM EL. FORE BAY 34.00 X X X C.� N g \ INVERT EL OUT 33.75 X X X Q _c°pV n Y TEMPORARY POOL 3 TEMPORARY POOL o o N \\ \\C\/\\/\\/\\/\\/\\ \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \ 3 CONCRETE STRUCTURE v n /—TOP OF FOREBAY 3 PERMANENT POOL / Y PERMANENT POOL //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/i 0 %/%/% " MIN //\/ \ \//C/\//\/\//\//C/\//C/\//\//\//\//\'C//\//\ •� a ° °%°; \ \\ WITH E ORIFICE VC PIPE 6:1 / //\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\�i /\\//\\//\ �{ Y Z 8 A 1.5" DIAMETER OPENING \ \\/\\/\\/\\/\\/\\/\\C\/\\/\\/\\\\\/\\/\\/\\/\\\\\ \\\\\ \\\\\ \\\\\\\\ \\��\\\/\\\\\/\\ \ / `V v 0 a .. IN CENTER OF ENDCAP. \ \/\ \ \ \ \ \ \ \ \ \// //\//\//\//\// // // // // // // ///// ///% //\// //\//\//\\/\\/\\/\\/\\/\\/\\ r c \\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\ ! S \\/\\/\\/\/\\/\\/\\/\\/\\\\\\\\/\\/\\/\\C\/\\/\\ \\/\\\\\ \\\\\ \\ \\ \\�\\\\\ \\\\�r\\/\\/\\/\\/\\/\ /\//\//\// r a � \/ \ \ \ \ \ \ \ \ \ \ NOTE. // //\//\//\ \//\//\//\//\// // //\//\//\//\//\//\// //\// // // // // /j/ // / // %\//\//\//\//\/n\�\\/\\/\\/\\/\\ o E \\/\\/\\/\\/\\/\\ CONTRACTOR TO STRAP METAL HARDWARE /\ /\\/\\/\\/\\/\\/\\/ \/\/\/\/\/\ CLOTH & SILT FENCE FABRIC OVER /\//\// /\ // // // // // // // / // // // // // //\//\ END OF ORIFlCE DURING CONSTRUCTIOP,. /\//\//\//\//\// /\//\//\//\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\/\/\/\//\//\//\//\//\//\//\//\//\.�\/\\ \\ \\ \\ EXTEND PIPE TO EXISTING O C/\ \/C/C/\//\//\/\\1//\// /%\/ /%\ REMOVE EETCL of FOLLOWING OLLOCONSTRUCTION. \\ \ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/�/\//\//\// STORMDRAIN MANHOLE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SEE SHEET C4.1 HP SLIDE GATE \\/\\ \\/\\/\\/\\/\ SEE DETAIL 34.8 12 RCP ^^+ C BOTTOM OF FOR EBAY \C�C\C\C\C\C\C\.\\\C\. /\\/\\/\\/\\/\\/\\C BOTTOM OF POND 34.3 C\C/ _/,,/i,// \ANTI , SEEP \\ \\ \\ \\ \\ /\\j/\\j/\\j/\\j/ // /\/\/\/ � X� ,\ \X\ \\//\\//\\//\\//��/�\' \r\\ 4" 6.4"f 4" DETENTION POND DETAIL NOT TO SCALE D 4-#4 BARS CONT. I #3 OPEN STIRRUPS O 0 22"o.c. I 0 ID I • I • i I I SPZ13 STEEL SHEET PILE COAT WITH COAL TAR EPDXY _ 2'-0' ♦ /� TOP OF GRATE l■ !( 1 DRIVE TO A MINIMUM EMBEDMENT 3/4' CHAMFER ALL g TEMP. POOL WS El. 38.0 �/ ♦J I DEPTH OF 6 FEET GRATE EL EXPOSED EDGES (TYP.) I E GRATE 0.1 • P DRAW DO'AN r O EYE BOLT ORIFICE 70 }0 2" CL • '• SEE INDEX 201 (� �Z PERM. POOL WS EL 37.3 POND BAFFLES SECTION �; c\d co NOT TO SCALE / IC .; #4 BARS m 12' CENTERS O OR AS RECOMMENDED BY O 6. MANUFACTURER FOR PRECAST r STRUCTURES C cd 2" CL' P POURED INVERT TO O V PREVENT STANDING WATERLl Li m " i•i. 00 P •• OVERALL—�•{ • . . . �. 'P. v . .' ''.. . ,' •..• I C S % 2.074 .r � ` P 49 RISING STEM - O Z F SECTION SHAFT COLLAR (8435K38) W HANDKHEEL z (� O ENCLOSED BEARING PADS TOF/FRAME N C _ 5/8" ANCHOR (TYP.) 90• • coV+ R '» . �3 8" /�{ ACME THREADED ROD • I •.' + s" .:v ;. : .. P( :, / Z ■ ca " POSTON)SHOVM IN CLOSED SPECIFICATIONS _-P' m (^ ANCHOR STUD -T i TOP VALL THE SLIDE GATE ASSEMBLIES SHALL BE AS MANUFACTURED BY HALUDAY PRODUCTS, INC. SERIES GB • - • w ` .', ' 2" T +/z'• OR AN APPROVED EQUAL THE SLIDE GATE SHALL HAVE A DUAL SLOT FRAME WHICH SHALL BE A ONE-PIECE P' a v ` TOP/GATE 1/4" THICK 6061-T6 ALUMINUM EXTRUSION WEIGHING 4 LBS. PER FOOT AND WITH A CONTINUOUS / EMBED OR MOUNTING FLANGE AS REQUIRED. THE ALUMINUM FRAME SHALL INCORPORATE / FRAME o N , HpGHTT I ALL I A. ONE-PIECE EXTRUDED POLYMER CHANNEL LINER. THE HANDWHEEL SHALL BE 16" DIA. I I CAST ALUMINUM AND WORK IN CONJUNCTION WITH A BRASS LIFTING NUT AND 1 1/2" o m A STEEL FRAME DETAIL STEEL GRATE USF6615 TOP BRACE DIA. STAINLESS STEEL ACME ROD. ALL HARDWARE SHALL BE STAINLESS STEEL '� APPLY ASPHALT PAINT Revisions : ANGLE THE OF"TNG NUT SHALL BE PROVIDED WITH A GREASE FITTING FOR EASE OF c o (ALL FOUR SIDES WELDED TOGETHER) GATE HEIGHT .1 P' rn P APPLY ASPHALT PAINT LUBRICATION. POLYMER BEARING PADS SHALL BE INCORPORATED ABOVE AND BELOW z z THE BRASS NUT. THE GATE SHALL BE 1/4" THICK 6061-T6 ALUMUNIM AND REINFORCED INSIDE Box 2'-0" - TMM TO DEFLECT NO MORE THAN 1/360th OF THE SPAN. THE SLIDE GATE SHALL HAVE A ® - �Bo FLUSH BOTTOM CLOSURE AND BOTTOM SEAL THE HANDWHEEL, GATE, AND STEM SHALL ' • INSIDE EDGE OF FRAME NOTES: ® - 4 BE REMOVABLE. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND/OR _= *_ r ' --. ® _ IS 2 5 Z� �- WORKMANSHIP FOR A PERIOD OF 3 YEARS. . 1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 P.S.I. ® 28 DAYS. SECTION ✓..• " .. P I.D. BOTTOM ANGLE �.�. . v ' a !' " �. �.: ; '.i 2. ALL STEEL TO HAVE A MINIMUM 2" CLEARANCE UNLESS OTHERWISE NOTED. © _ ELEVATION WELD AT ALL J 3. STEEL REINFORCEMENT SHALL MEET ASTM SPECIFICATIONS (A-615), CORNERS (TIP.) PLAN DEFORMED BARS. ® _ 4. ALL INLETS TO HAVE FIELD POURED INVERTS TO ELIMINATE STANDING WATER. ",3ppUlgbr� p�1N.CAROI�>'� Project i Date : �FESS%d;'%T'�'s 015047003 07.I q.00 SEAL Drawn by : Che&ed by : SLIDE GATE 20149 GRATED FLOW CONTROL STRUCTURE e�y RPB JCF NOT TO SCALE C NOT TO SCALE t Y *Soo .�QO . RIS F Maur sit STORMWATER H MANAGEMENT POND DETAILS FINAL DESIGN Sheet number : NOT RELEASED FOR CONSTRUCTION C70 1 2 3 4 5 6 7 8 9 10 a �� z W cr CS CPU: _ c GENERAL NOTES FOR WHEELCHAIR RAMP INSTALLATION K� r- 3 u.•3 A► (CITY OF WILMINGTON STANDARD SD 0-01B) w 18 A. LOCATION OF WHEELCHAIR RAMPS �Ln t- oI& w �lv,= 1. In accordance with the ratified House Bill 1926, all street curbs in North Carolina being constructed or = E reconstructed for maintenance procedures, traffic operations, repairs, correction of utilities or altered -- 2'-0" i for any reason after September 1, 1973 shall provide wheelchair ramps for the physically handicapped " 0'-1" 0'-.1 0 -1 1/2" R C� w -1 -4.5 0'-4.5 a- at all intersections where both curb and gutters and sidewalks are provided and at other major points tAL Qn of pedestrian flow. 1„ R EXPANSION JOINT Q cri 2. Wheelchair ramps shall be located as indicated in detail drawings, however existing light poles, fire hydrants Q drop inlets, etc. may affect placement. Z_ 24" /A� AL A. B. CONSTRUCTION NOTES 1 1/4" R TOP OF CURB 1. No slope shall exceed 1"=1" (12:1) on the ramp or sidewalk. 1 ' s •1. 2. In no case shall the width of the wheelchair ramp be less than 48" (4'-0"). Widths may exceed 48" if necessary. o I °• ' ' a l Acl 3. Use Class "A" concrete with the surface having a rough, nonskid type finish. - _ I •a ., f •`'f .+ 4. 1/2" expansion joint will be required where the concrete wheelchair ramp joins any rigid pavement or structure. " --z1 d 1 a. �.4 ��. . y 5. Construction methods shall conform with those of the governing body which has jurisdiction of the particular street. ^ d a4' ' 1 �� B C. ADDITIONAL NOTES co 1 4 `o L •.a' •. . ' •. i.' `'A ' ' ! ' t t L " a . ... . 1. The inside pedestrian crosswalk lines shall be established by bisecting the intersection radii where marked , �'. .. .. .;: e V. .r N g (See note 6). L a • 1" SCORE TIP 10 N 4 n 2. The wheelchair ramp shall be located so that the beginning of the wheelchair ramp will be two feet from I GUTTER 111 in c c o the inside pedestrian crosswalk line. _ - - - - Z I I I 3. The width of the pedestrian crosswalk shall be 10 feet unless a greater width is required to accommodate the .75" 1Acl o pedestrian traffic. * •L Q 'c Q n 4. Stop bars shall be used where it is important to indicate the point behind which vehicles are required to stop WHERE CENTER MEDIAN CURB NOTE: IS REQUIRED GUTTER SHALL WHEN CURB AND GUTTER IS TO END AT PROPERTY LINE, TAPER THE END OF THE CURB <r O in compliance with a traffic signal, stop sign, or other legal requirements. SLOPE AWAY AS SHOWN TO THE GUTTER AS SHOWN ABOVE. l :lcl 5. Parking shall be eliminated a minimum of 20 feet back of a pedestrian crosswalk. �- cz °% 6. All pavement markings shall be in accordance with the latest edition of the Manual of Uniform Traffic Control .L_t 2 S Devices, published by the Federal Highway Administration. This is available from the superintendent of documents, o 0 C � o US Printing Office, Washington, D.C. 20402. 0=CURB & GUTTER - END TAPER ` a NOT TO SCALE 4" ` o STANDARD CURB SECTION C.O.W. STD. 7-01 NOT TO SCALE STANDARD SIDEWALK C.O.W. STD. 8-15 QD CNOT TO SCALE A .E PRIVATE DRIVE SIDEWALK OR PIPE DIA SIDEWALK AREA SIDEWALK SECTION I VARlge�e �0 � EXPANSION JOINT 1/2" � I PLAZA JJJ'�-�JJJ.UJJ .✓� PLAZA DRIVEWAY APRON ` I //� RIPRAP 2-1/2" ASPHALT \r TYPE "1-2" 3• CURB RETURN EXISTING PAVEMENT N.C.D.O.T. SPEC. EXISTING PAVEMENT \�'� EXPANSION JOINT 1/2" 0'-6" �JQ� I tiTTG CURB TYPICAL CONC. v O D �\\j\\j\ 6-1/2" COMPACTED ABC \\j\\%\� 1'-6" RIG / A 3� FLARED END �� SECTION O ,_ " `\ 5' (1.5m) MIN. RESIDENTIAL 2'-0" T-0" CONCRETE ' / -1'-0" 1 0 /\\\ PSI EXPANSION JOINT 1/2" A 13' (4.0m) MIN. OTHER MIN ISOMETRIC VIEW PLAN 1' 2'-s" 2'-s" 10:5" EXPANSION JOINT 1/2" CHAMFER BITUMINOUS A A SURFACE \�_� �_\\\ FINISH PLAZA GRADE COMPACTED W / 1/2"0 STEEL RODS (#4 REBAR) BASE COURSE 1 4 PER 1'-0` A Lr7 �° W '- \�zPIPE m� �m�/\� VARIABLE 2'-0" MINIMUM LENGTH / \%�i 1'-6" 3'_0^ o -2 5'-0" ELEVATION 0-6" 1/4 PER 1'-0` do = PIPE DIA EXPANSION JOINT Lo = APRON LENGTH W = APRON WIDTH O SECTION A-A d 3 X PIPE 0 MIN I>l = APRON DEPTH PLAN E 0 • BACKFlLL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED 9` P RKING AREA co BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99 SEAL HOLES W/ 12'-0" MIN ASPHALT CEMENT La • CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING 0'-6" 1'-6" VARIABLE 6" SLOPE 0 X FLOW AND COMPACTION -2" BITUMINOUS _ 0'-6. SURFACE co ' 6" CONCRETE I �I I (-� -L� C "C: STANDARD SHOWING METHOD MAKING PAVEMENT REPAIRS WHERE PIPE INSTALLED SECTION B-B 1/2"0 STEEL RODS (#4 REBAR) COMPACTED O 2'-0` MINIMUM LENGTH BASE COURSE d V/ A-A NOTES: SECTION A-A ((d, SEE APPROPRIATE SCHEDULE FOR DIMENSIONS Filter blanket v STANDARD PAVEMENT REPAIR STANDARD DRIVEWAY ENTRANCE CONCRETE WHEEL STOP DETAIL (C.O.W. SD 1-05) NOT TO SCALE 1. La is the length of the riprap apron. O I .,... (C.O.W. SD 8-02) L 2. d = 1 .5 times the maximum stone diameter but O not less than 6" z F 3. A filter blanket or filter fabric should be installed between the riprap and soil foundation. O F.E.S. PIPE DIA.1 La I W #1 24" 10' 10, "E 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT CLASS B STONE3: n NOTE: SIDEWALK 1" MINIMUM-, 1. REFLECTIVE BLUE BACKGROUND WHITE -�- PERMIT PARKING ONLY LETTERING AND SYMBOL LETTERING RIP-RAP OUTLET PAD DETAIL 4'-0" 4'-0" 4'-0" MINIMUM 1` HEIGHT TOW-AWAY ZONE 2. SIGN TO BE MOUNTED ON 2" METAL NOT TO SCALE VAR SCORE POST Revisions 12:1 MAX VAR VAR 3. ONE SIGN PER HANDICAPPED SPACE SLOPE GRASS STRIP 1S" 4. VAN ACCESSIBLE SIGN TO BE MOUNTED A - BACK _ OF CURB BELOW STANDARD HC SIGN WHERE SPECIFIED ON PLANS. COLORING AND DEPRESSEDLETTERING TO MATCH HC SIGN URR G FACE OF CURB MAXIMUM FINE s500 VERTICAL BREAK SLOPE NOT TO �. SEE NOTE 2 '-0" 10'-0"IN CURB EXCEED 12MIN :1 ��y.4$O�tH / s PED-X-ING 1 HANDICAP = SEAL PLAN VIEW WHEELCHAIR RAMP SIGN 20149 - SIDEWALK 1/4" PER 1' STANDARD 2' CURB & GUTTER 0'-4" O'-2^ 1 1/4" R VAN-ACCESSIBLE Q" yC VlNEM- O a' y FO Project # : Date : / 0'-6" 018047003 05.05.00 1 2" EXPANSION JOINT � RIS 6 FEEr � 1� SECTION A-A 0-6 1 -6 ACCESSIBLE 9" MINIMUM GSLOPE PER RADES ON \ Drawn by : Checked by : 4-0- 4'-0- 4-0 TOP OF CURB SHEET C4 1/4' PER FT. RPB JCF BACK OF SIDEWALK VAR SLOPS NOT TO EXCEED 12:1 12" �- 6" :;: :. .,;.. T 12:1 GUTTER UNE FINISH GRADE CONCRETE i DEPRESSED CURB SDEWAUK UMITS OF WHEELCHAIR RAMP GENERAL SECTION a-$ FINAL DESIGN cliH DETAILS STANDARD WHEELCHAIR RAMP TYPICAL SECTION AT HANDICAP PARKING NOT RELEASED C.O.W. STD. 8-10 STANDARD HANDICAPPED SIGN Nor To SCALE FOR CONSTRUCTION NOT TO SCALENO T TO SCTEE- Sh"t number 0 i m 0 v 0 mC8 0 i 1 2 3 4 5 6 7 8 9 10 u W z ctDy 8' 2' 8" 6 C = C C y N CONTINUOUS Q E SUP RESISTANT CLEATS X' t'— 3�•3 ETE COPING O 2-1" LLi DEWEY BROS. NO. CH-BN-3A � V-0" o� o A o OUTLET PIPE A 8» 2'-0" MIN. 8. 12• "'• 0.875" 1.5" = UO_'o I , --A ELEVATION < T.I 3/4" CEMENT MANUFACTURED BY: q 3.812' uJ PLASTER TYP. 13 OR N REBAR M. A. INDUSTRIES =TUL ALL SIDES P.O. BOX 105546 v Q 0_ > LSTEPS ATLANTA, GA 3OW-5546 (aD+) 467-ns1 SECTION "A-A" _ o Q m N CORROSION RESISTANT MATERIAL A 5 I MINIMUM AVERAGE WEIGHT T.C. PLUG a (RUBBER,PLASTIC) FRAME 145 LBS. GRATE 145 LBS. =0= = 5.25" 1'-1 1/2" 5.25" :.:a.:: INLET OUTLET A tn B e" 0' SIDE s" C 4• PIPE PIPET ELEVATION "' H PLAN ',t .i: ... .:. ...:..: PLAN 0,_6" �.... SECTION A-A NOTES: r..,. . . . 1.) FRAME AND GRATE TO BE STANDARD CITY m N •A w OF WILMINGTON CAST IRON FRAME AND GRATE o I c - B SECTION "A-A" - m DEWEY BROS. CH-BTU-3A STANDARD SLIP RESISTANT STANDARD PRECAST MANHOLE DROP PRECAST MANHOLE -111110011 c 2.) APPROVED EQUAL PRE-CAST CATCH 3.75" N M a 0-4' u BASINS WILL BE ACCEPTED IN LIEU OF MANHOLE STEP BRICK CATCH BASINS. (C ) A A.I I TAP MAISIHOUE C> ,�,N (C.O.W. SD 14-10 w I 21-00-BREAK T A NT OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW fn C O NO STANDARD GRILL CATCH BASIN —� ' o NEW PIPE TO ENTER. r♦ O N N .- 3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE. IF I I o ._6• POSSIBLE ai `0 0 rn (C.O.W. SD 2-02) - N 4-PLACE COLLAR AROUND NEW PIPE COLLAR TO BE BUILT CJ ^ n vj RESTING UNDISTURBED SOIL C _ 0.5" ad 5-REPAIR CONCRETE WITH NON-SHRINK CEMENT. t 00 B-SEE SO 14-11 FOR PRE-CAST MANHOLE DETAIL a 0 0) .- B 7-THE ENTIRE DROP CONNECTION SHALL BE ENCASED IN CONCRETE. C v� 8.25" r-4 1/e• 6.25• SECTION B—B A Y o INSULATED FIBERGLASS ENCLOSURE c c c BY "HOT BOX' OR APPROVED EQUAL w O z 2'-B 5/B" STANDARD TAPPING n Cdti NOTES: DETAIL - PRECAST p OE THREADED END CAP CONCRETE COLLAR 1.) THE BACKFLOW PREVENTER SHALL BE THE 3" DCVA BACKFLOW PREVENTER PLAN VIEW DOUBLE CHECK VALVE TYPE, IN ACCORDANCE MANHOLE _ WITH AWWA C510 DESIGNED FOR 150 PSI (C.O.W. SD 3-08) \\ \\ \\\ WORKING PRESSURE COMPLETE WITH 3" DI, CL.51 (TYPICAL) ISOLATION VALVES. THE UNIT SHALL MEET MEET THE 3"-90' FLANGED BEND RISER- T / APPROVAL OF THE U.S.C. CROSS CONNECTION (TYPICAL) _ // // // _ CONTROL LAB, AWWA, AND ASSE AS \\ \� \\ \\�\ MANUFACTURED BY WATTS, HERSEY, NEPTUNE, GRILL BASIN CASTINGS ' MINIMUM CLEARANCE TYP. BADGER, TORE FEBCO, OR APPROVED EQUAL. ^ z 24 3 PIPE STANDS (C.O.W. SD 14-04) �E DRAIN PIPE 2.) MAXIMUM PRESSURE LOSS SHALL BE 5 PSIG THROUGH THE MIDDLE THIRD OF FLOW RANGE. 4" THICK CONCRETE SLAB WITH WWF SANITARY ELBOW ky,��✓ 3" -90' MJ BEND (TYPICAL) MARKED: SANITARY SEWER STORM DRAIN AS REQUIRED STANDARD CLEANOUT BACKFLOW PREVENTER - NOT TO SCALE NOT TO SCALE STD. MANHOLE COVER, SEE SO 14-01 Si� Q TOP OF COVER O o MANHOLE STEPS Y SENSUS CM-970-RI METER WITH TOUCHREAD, I D OR APPROVED EQUAL. IZ N AS SPECIFIED 1/2" K ° Oa BOTTOM OF COVER RAM-NEK JOINT MAIL CITY OF WILMINGTON OR APPROVED EQUAL z METER STANDARD GRILL CASTING. e (TYPICAL) PRECAST MANHOLE SECTION, PLAN NOTE: Mc A.S.T.M. C 478 RING & COVER CONTACT � � SURFACES SHALL BE ® _ FLOW ti MNSURIEEEVEN BEARING 0 { N DI (CL.51) GATE VALVES ' Of COVER ON RING MATCH SIZE OF WATERMAIN 5" MIN. AS SPECIFIED r - - - - - - - - - - -. ..- -- - - - I I n 0'-6" 2'-1 1/4" °v1 6'-O" MIN * I w MIN. V-11 3/4" > o'-s" 4 MONOLITHIC CONCRETE BASE. 1 -11 1 (2" �iI { MINIMUM WEIGHTS: MIN. ": 3000 PSI CONCRETE n RING 190 LBS. PLAN I I ..<. .' + .'.:'. 6" MIN. 2.75" 0.5" BILCO TYPE "J" H-20 VAULT DOOR I I COVER 120 LBS. O OR APPROVED EQUAL A I I A 12" MIN' I I 1,t0 1l4" c5 PRECAST CONCRETE BROUGHT TO GRADE BY CONTRACTOR ---- ---- CRUSHED STONE I��„ �- / E METER VAULT TO EXTEND BEYOND VALVES. {6" 8" 6'-0" 8" 6"{ 2-91/4" M DEWEY BROS. NO. MH-RCR-2001 NOTE: co METER BLOCKING CARRIER PIPE { I EXTENDED BASE MAY NOT BE REQUIRED SECTION "A—A" T INV. = L I I WHERE MANHOLES ARE GREATER THAN . — ' .T FLOW EFFLUENTINFLUENT I I 4 FEET INSIDE DIAMETER O - - - LINE LINE I I cd L #57 STONE INV. OUT= 40.08 INV. IN= 40.18 I I STANDARD MANHOLE RING AND COVER .r *DIMENSIONS AS REQUIRED I I PRECAST MANHOLE //���� FOR PROPER INSTALLATION INV. = 39.33 SHAPED INVERT L - -- - - - - - _ J (C.O.W. s0 ,a-ot) V� TYPICAL SECTION (C.o.W. SD 14-11) cd , .:•,. :..,Ar� �.?•�.: i.• •: , .., . . . • CARRIER PIPE THRU M.H. TO BE CENTERED, 4 CL.51 DIP SECTION "A—A" U - 1.) METER FACE TO BE INSTALLED O I MAX. 2' BELOW FINISH GRADE. 2.) METER AS PURCHASED FROM O THE CITY OF WILMINGTON, INTERFERENCE STORM DRAIN MANHOLE z F 3.) METER SIZE TO MATCH SIZE OF MAIN. CITY OF WILMINGTON SD 2-05 � C NOT TO SCALE O METER VAULT (n .6.0 NOT TO SCALE EXISTING GROUND COMPACTED BACKFILL TO MORTAR COLLAR "q 95% MODIFIED PROCTOR IF UNDER PAVEMENT IN 'L VARIES PVMT. PVMT. VARIES 4 am 3ro ARIE 5HLDR. 5HLDR VARIES A c B �� a d COMPACTED BACKFILL TO O i I Revisions 90% MODIFIED PROCTOR �C e' DIA. 6' SLOPE WALLS TO ANGLE OF 6 _G I I _ I I II I II I I I III I I REPOSE OF SOIL OR AS PROVED BY THE ENGINE ER aAa ® - 0 / TH © _ CONCRETE BLOCKING RUST COLLAR W NEW LmE� � COMPACTED PIPE EMBEDMENT W TO 90% MODIFIED PROCTOR 0'-6 V-6" ® - _ Z Q 3/4. 11NEADED RWS C U O O O (BITUMASTK:COATED) 1Y 6'-4' V-6" Z Z / 43•900 ..;,:.: 4W BQA PIPE SIZE VARIES COMPACTED GRANULAR MATERIAL PLAN Pr # ' Date : END SECTION (TYP.) IF REWIRED BY THE 018047003 05.05.00 � ENCASEMENT PIPE N CARRIER PIPE ENGINEER RETAINER GLAND OR USE D.I.P. FITTINGS Drawn by : Checked by COMMON BRICK RESTRAINED JOINT DIP RPB JCF (SEE PLAN FOR DIA. & LENGTH) PIPE WIDTH +24" STANDARD SANITARY SEWER NOTE RESTRAINED JOINT DIP MAY BE USED IN MANHOLE 5' S END SEC110N DETAIL LIEU OF RETAINER GLANDS AND Roos TRENCH BOTTOM WITH ENGINEER'S APPROVAL ,44.411.....4... o �,�°���Es"s 0 t'y9'•-., (C.O.W. SD 3-01) STORM DRAIN CROSSING DETAIL a4ao UTILITY H NOT TO SCALE STANDARD PIPE TRENCH DETAIL SEAL DETAILS TYPICAL BORE CROSSING (C.O.W. s0 1-07) 3� v6Ng NEE� O,,.•' ��CISF� NOT TO SCALE � FINAL DESIGN • F„11 Sheet number NOT RELEASED FOR CONSTRUCTION C85 4 0 • • r;Z�w Am al-rg tar ♦ # —$ �.R f,S t 7T,s # l # #1 I #aL� t 1 �Y#yr #��/1- # #��\�.AIL .l�f-Tl r~ll Y1F 2 410 • t