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L" \ I , 5 R, !, �', , i -I"_ 1i I " .1 SHOULD a , , ,�ll,,J' ; /, � // I I � f -,-�-, ____ - - �4t� � , ­_ 4r_r l -, ____ "I, -- � t INFORMATION SHOWN HEREIN �_ t, :\ � ,�:� , � I - - � I -1p<_ 11 11Z I- /1, f �_, � /,/, / �, ' 't �_" - ��, - " 1� _ _ �, " \ � 4" I , / 1 1( � - /_ I - V I BE VERIFIED BY USER. / I , 5Y ------ , - f:?, _____��,, I I I , ", , 11 , _ r". . �, _: , '_", ­ ,­' / - - _,�, �\ , - . , I ­_ , I - - , / I / I _,_ - - �-__ �j \ �f ------, / I - CN NO, 1602 . - i " / I I �P.__ --­,� , ­�r-­ I _:;_ . - __ - �__ I 711 " I I __ ��­ - '\ , I I I I'll/ / ir I , I - _�7 --"_ ­$1 - , I ._____1 - - - 29 JULY 2015 _ _____.___,_____ . ..... _.,_____ i / / I-- __ - ! DATE: --------­----- ­ - -------- ---- � ­­_ ---,--- __ � � , - -, � __ ____ I I I " 49 ,::�-_ _ I ,____� i I/ �;'� 1 7 _`­- __ , \ 1(�, ___ �V, - - I � 11111 ! "'Y / I I , 1 I? I I , , I I , , "I ll 0 ;Rr,p ,-� \ - � " : , �./ \ I /, � r ! t-�, 8 2- " - 1��,\ _� " --- i REVISIONS _�__ __ 7 - I - - - - _.) No. Date ------- Description I " l il " � fl � I j - . �, \ 4- A�- I I / � " 1 " � AD , 1 i ! 1 / I ; I 1 Ab /�� I z 50� I N � i v \\Ik I 1\ : - 4 ��-j i - 3� 1 12/11/14 , i ------_ ; , ! 2 04/10/15 AS PER DENR STORMWATER VE PERMIT SET , i / ; \\ I � 1, t I �-5/ ill ; I I , I / I � I COMMUNICATION DUCT BANK - I f , , \ f� 'r, \,I\\ I \N_ i - - __ ---_, ; _. j4 i 3 07/01/15 - l . ?_ __ � 1 -3 ­�___ 4 07/29/15 AS PER DENR STORMWATER CONFORMED PERMIT SET AW SEE DETAILED PLANS BY OTHERS (TYP.)/ \ \ II '�' / - /'/ 211\5 // 1� ,0 \\ //--- ---.-_ _--_-_-��_�I 1j ,I! � 11 \ l � I I /I I i OQ 1`�\ � 11 14 - -- i I t 1, / / -j 1 1, / I l / 1, I I D,es4we Plan Certificat : ! i / .1 hereby If I � Hanover Y that this plan has been prepared In accordance with the latest i 'n.rf i , ` I " I New County Ordinances and Storm Water Design Manual." � EROSION // I ! i / Signature: i I "/ ,,, I 15 �.'- Printed Name and Title: ! �, I 1-1 - ; I / / , Date: I I / / 'I" P # � L) ,,:� I ill _� Registration Humber- ,0ZTr)PRA1A1AT1=P P1 AKI ECEIVI= li J �� Q .�, / ,,, / 0 'I 1-t � , . ,,, 1, I I / I ! 1 30 0 30 60 '� fs " ,,, / 1 ����� fi- �1_1, I. __ i SCALE: I INCIT - '10 FEFT � f, !, i !11) 1, 1L I i , � /Ir , III# I 11 1 I& ; I ��: . � 'j f ! I/ ­ I ,--,r- � �­ I � I ... : r" �� D 24 Property Ownees Certification: : - -1 ��. ­ i . P.j � , � ._� "I (We) hereby certify thotAt,n am 'I he current owner of the property � I A06 0 3 2015 l ,/- on that upon receipt of * h ,.t(are) -T.)-'C.nstruct* any cleorin% grading, � I � construction or development will be preformed in accordance with Is pion and ; � A4WAV& 'donah, that the applicable ordinances and rules of New Hanover County, the State ofBY. North Carolina and the Fedreal Government and its agencies which are hereby l mode part of this plan. As the owner, I (we) accept full r onsibility for the i e : construction and operation and maintenance of the propos:facilities. I (we) � will not attempt to transfer this responsibility U U U _ without the written I authorization of New Hanover County. ..i ! Signature- I SHEET: 2 OF 13 � I Printed Name and Title: . ! f : . / Date I . i I 12-1/2 GA. RMEDI ATE S W STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES 1)STONE SHALL BE #4 WASHED STONE (6" THICK) 2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER -COURSE. 4,) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. TEMPORARY CONSTRUCTION ENTRANCE SCALE: N.T.S. SAMPLING CHAMBER (SEE DETAIL) SSCO (SEE PLAN) ELEV. 35.0' PAVEMENT (MIN.) 4e ° r 4 i GRAVITY SS W GRAVITY SS -STEEL POST -WIRE FENCE -FILTER MEDIA EXXON GTF 100E OR APPROVED EQUAL METAL POSTS 2'-0" IN GROUND -GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX -#57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX 0 0 }� 0 INLET_ SEDIMENT CONTROL DETAIL. SCALE. N.T.S. VENT- DUCTILE IRON 180 DEGREE BEND WITH 1/8" 316 S.S. BUG SCREEN WATERTIGHT COVER REQ'D - SOLID CAST IRON LID & FRAME - AVEMENT H2O REQUIRED (SEE DETAIL) 41 GRAVITY SS (SEE PLAN FOR SIZE) -TuI FLOW FLOW FLOW i� �m Jw ICr W w I � F•ZQ Clw 3' X 3' I.D. PRECAST-/ Z oai I ib Q4 cv k M SRO Uj z - (A i - NOTE STEEL POST I I 8" �BACKFILL & COMPACT U 1� L MIN. 8" TRENCH AFTER u PLACING FABRIC # INDICATED ON PLAN AS i^_riis NOTES: 1.) WIRE FENCE SHALL BE A MIN. OF 32- IN WIDTH AND SHALL HAVE A MIN. OF SIX LINES OF WIRES WITH 12" STAY SPACING. 2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263) AND 70 ON COE E.O.S. TEST. 3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE SELF -FASTENER TYPE. 4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN 8' APA T O.C. WITH WIRE BACKING. 5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL SURFACE EROSION. TEMPORARY SILT FENCE DETAIL SCALE: N.T.S. VENT- DUCTILE IRON 180 DEGREE BEND WITH 1/8" 316 S.S. BUG SCREEN -WATERTIGHT COVER REQ'D - SOLID CAST IRON LIDS & FRAMES ELEV. 35.0' (MIN.) ON ACCESSWAYS - H2O REQUIRED /-CONTINUOUS GRAVITY FLOW LINE SLOPE GRAVITY SS THROUGH ALL PRE-TREATMENT DEVICES W FLOW - EXIST. TREE CONSTRUCTION SEQUENCE: 1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR INSPECTOR. 2. REQUEST PRE -CONSTRUCTION CONFERENCE WITH PROGRESS ENERGY. 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. DRIPLINE 4. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER POND. NOTE: USE POND EXCAVATION AS TEMPORARY SEDIMENT TRAP DURING ',-3' MIN. STAKE GRADING OPERATIONS. i HEIGHT ABOVE: 5. SET INVERT OF SEDIMENTATION TRAP ONE FOOT HIGHER THAN PERMANENT GRADE INVERT FOR POND. -PROTECTIVE 6. TOWARDS COMPLETION OF GRADING OPERATIONS, REMOVE ACCUMULATED BARRIER SEDIMENT FROM SEDIMENT TRAP. t 7. EXCAVATE TO PERMANENT POND INVERT ELEVATION AND SET POND. W 8. INSTALL STORM DRAIN LINES AND INLET PROTECTION IN THE SAME EFFORT ri f1_j TO MINIMIZE SEDIMENT FROM ENTERING POND. . ^ - 9. COMMENCE GRADING OPERATIONS FOR PARKING AND NOTES: CURB AND GUTTERS. TREES TO 5 BE CLEARLY MARKED PRIOR TO CONSTRUCTION BE SAVED WILL R R 10. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ES ARE ESTABLISHED. AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. 11. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE VEGETATIVE COVER IS ESTABLISHED. EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. GRADING NOTES: 2. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED ON SITE UNTIL ALL TREE 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. OPERATIONS. 3. TREE PROTECTIVE FENCING TO BE MAINTAINED THROUGHOUT THE DURATION 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION OF THE PROJECT. BEYOND GRADING LIMITS. 4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. FROM SITE. TREE PROTECTION 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO STEEPER DURING CONSTRUCTION THAN 3:1 SLOPES. SCALE: N.T.S. 6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE, TOP OF GRATE RECESSED 1/4 INCH BELOW FINISHED GRADE - CONCRETE/ASPHALT CORNERS ALONG THE EDGE OF GRATE ROUNDED i PROPOSED ASPHALT PAVEMEN SLOPE PER PLAN SECTION - SLOPE PER PLAN •a n' . ti < 3000 PSI NIGH SLUMP �' -ROUGH SHAPED CONC. 1 TRENCH BED f; 3" MIN. .. 1,000 GAL. OIL/ WATER SEPARATOR CONC. GRIT REMOVAL OLD CASTLE 5410272-OWS, NOTE: CHAMBER GENERAL INDUSTRIES AQUASWEEP GI1KAQ0WS, THE OIL/ WATER SEPARATOR AND GRIT REMOVAL UNIT MUST RESIST BUOYANCY FORCES ASSOCIATED WITH ELEVATED GROUND WATER OR PRIOR APPROVED EQUIVALENT DUE TO FLOODING. A DESIGN CHECK MUST BE CHECKED WITH THE WATER AT ELEVATION 33' MSL THE DESIGN CHECK MUST BE PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. CONTRACTOR TO SUBMIT FOR APPROVAL. SANITARY SEWER PRE-TREATMENT SLOTTED DRAIN INSTALLATION DETAIL _. ...: _ SCALE. N.T.S. ______ ._--___._. ---. _._ _. __ _. --- _ - _-__-_ ...._ .._ _ .. __ _..._.__... ____.. __ _. SCALE: N.T.S. BAFFLE (TYP.) ABRIC CUT AND FOLDED EARTH BERM Q OVER THE HORIZONTAL �� \,V/ % `� Fj' La FENCE POST SKIMMER 30 _ OUTLET STRUCTURE "- OR BYPASS BOX AS APPLICABLE y < r > ,j F AY s PIPE OUTLET r �� \INLET ZONE J Q v y y- 35% OF SURFACE AREA � INV. +21.0' i "HOG WIRE" t-HORIZONTAL METAL \j / \% FIRST CHAMBER 1 ATTACHED T4 POST WIRED SECURELY r{ POSTS WITH TO VERTICAL POSTS 25% OF SURFACE AREA rn ai LENGTHS OF WIRE SECOND CHAMBER �j CLASS #1 RIP RAP / 25% OF SURFACE AREA p, �p� 1 / OUTLET ZONE - - - - - - - - \\ @gFFLE INSTALLATION -STEP 1 `, 15% OF SURFACE AREA NQIESI 30 f 7P.3' 1. DRIVE 5' STEEL FENCE POST AT LEAST n� � RcpMEW 24" INTO SOLID GROUND. 6 ; 2. USE STAPLES 1' APART HORIZONTALLY FENCE AND FABRIC AND VERTICALLY TO `ATTACH THE FABRIC BURIED IN TRENCH I / TO THE HOG WIRE. _. AIN POND � --_ I_ 6"x6" TRENCH ri_....__F_ SKIMMER 3. SPACE THE BAFFLES ACCORDING TO t \ d E 'OOL ELEVATION +30.0' THE APPROVED PLAN. BACKF(LLEO AND I �. TOP OF BAFFLE SHOULD BE AT JV. +21.0' +! 4. THE FLOOR OF THE BASIN IN THE COMPACTED cv} `' f LEAST 2" BELOW THE TOP OF OUTLET ZONE AND BERMS SHOULD BE ° THE BERM & AT LEAST 6" ABOVE THE INVERT OF THE SPILLWAY SEEDED IMMEDIATELY AFTER THE BASIN SECTION AT OPENING N I5 CONSTRUCTED. \ I CLEAN OUT WHEN SEDIMENT -,REACHES THIS LEVEL 30 CUT 6" SLITS IN FENCE 242.6' ; WITH A KNIFE ALONG THEBOTTOM WIRE IN EVERY OTHER SQUARE OF THE HOG WIRE, VERTICALLY AND HORIZONTALLY BAFFLE INSTALLATION - STEP 2 POND LAYOUT DETAIL SILT BAFFLED SEDIMENT (BASIN SCALE. 1" - 30'-0" SCALE: N.T.S...__. _... --- .----- .._ __ VEG. SHELF AREA WETLAND PLANTS REQ'D (SF) ON VEG. SHELF (50/200 SF) 5710 1428 PLANT AQUATIC VEGETATION ON 10:1 VEGETATIVE SHELF - ARROWHEAD/DUCK POTATO OR PICKERELWEED - QUANTITY PER TABLE ABOVE OUTLET STRUCTURE - TOP OF BERM-� 10' GRADE 33.0' (TYP.) EMERGENCY- 5' S' WEIR EL. 32,2' } TEMPORARY( 4 I( P 4 POOL V E EL=31.5' _ t - - --" OUTLET 10 PjPE FLOATING SKIMMER 2 INV 21 - - CONNECT TO PERMANENT OUTLET STRUCTURE 0 ORIFICE FIN. GRADE VARIES - 5' 10' SEED AS PER SEE PLAN 5' 5' SEEDING SCHEDULE EMERGENCY WEIR _NT SHWT 30.5' 1 EL=32.2' 1l_ EL=30.0 3 1 _ -- 1 - - - - - ---- = 10 10 1 h= _"- -- ==J 1 2 _11 2 SEDIMENT CLEAN -OUT EL. 22.0' -- 2 INV -21.0' STORMWATER POND DETAIL SCALE: N.T.S. FLOW d (DEPTH) 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED EROSION GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. CONTROL: 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. 2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND f MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT AREAS ARE TO BE SEEDED AND MULCHED WITHIN 21 WORKING DAYS. 3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR, ENGINEER, AND OWNER. 4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21 CALENDAR DAYS OR 21 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL INSPECTOR. 5. IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING OPERATIONS AND WHILE TEMPORARY DIVERSION DITCHES ARE REQUIRED, ALL DISTURBED AREAS, INCLUDING THE DITCHES MUST BE SEEDED, MULCHED, & TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL MAINTENANCE, INSPECTOR. PLAN: 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 3. SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN THEY ARE HALF FULL 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE SITE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH. NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH FIELD CONSTRUCTION CONDITIONS. 2. BORROW MATERIAL: ALL BORROWED MATERIAL MUST COME FROM A LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE. 3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS. SEEDING SPECIFICATIONS: LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET SEED (NON-NCDOT RIGHT OF WAY): PER ACRE NOVEMBER-MARCH BERMUDA (UNHULLED) 20 LBS. WINTER RYE (GRAIN) 50 LBS. FESCUE 80 LBS. MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS. FESCUE 80 LBS. MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL) ON ALL SEEDED AREAS. TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE. �Ic AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING. OR EQUAL ON ALL DISTURBED AREAS. *MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED AND/OR FOR CONTRACT TIME. RIP RAP DIMENSIONS OUTLET LOCATION I PIPE W1 W2; La Average i d Size i(ft) (ft)! (ft) I Rip Rap i(Depth) (in) Size (in) ,(ft) POND INLETS 36 9 9 14 6 12 POND OUTLET 30 8 8 12 6 12 - RIP RAP APRON DETAIL SCALE. N.T.S. PROVIDE ACCESS GRATING, HINGED ON TOP SIDE B", GRATING NOTE: GRATINGS SHALL HAVE OPENINGS EL. 33.5' t 4- AND BE ABLE TO HANDLE 3,000 PSI CONC. 300 PSF LOADING. GRATING (TYP.) SHALL BE GALVANIZED STEEL -"`�- OR ALUMINUM 2" SCH- 40 PVC 1'_0" TOP 31.5' 3 FLOW CAP 1" GALV. STRAPPING ; i COBS CLEANING NG ACCESS 'z'• 6' X 2I.D. i 2" PVC i '. 2" SCH. 40 PVC TEE - ------------------------ ----------- -- INV. 30.0' BOTTOM OF 2" TEE TO - ---------------------------------------------- W REMAIN OPEN j o 1 aj 3 S.S. PIPE CLAMPS 10 3" CLR. #4 0 6" O.C. 4" SCH 40 PVC FILLED #4 0 12. O.C. E.W. W/ 3,000 PSI CONC. ..I 1 TO SUPPORT ORIFICE 2 NOTES: 1. CONTINUOUS RUBBER WATER STOP AT ALL CONSTRUCTION JOINTS 2. FOR EMERGENCY MAINTENANCE, USE PORTABLE PUMP TO DRAIN POND - EL 25' (MIN.) PUMP WATER OUT THROUGH OUTLET STRUCTURE. OUTLET STRUCTURE DETAIL SCALE: N.T.S. RCP INV. 30.0' GROUND STABILIZATION REQUIREMENTS Site Area Description Stabilization Timefrome Exceptions Perimeter dikes, swales, ditches, and slopes 7 days None High Quality Water HQW Zones 7 days None Slopes steeper than 3:1 7 days If slopes ore 10' or less in length & are not steeper than 2:1, 14 days are allowed. Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length. - All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. fi AND/OR FOR CONTRACT TIME. DIAMETER IN. N0. OF DAYS TO DRAIN VENDOR - 2° - FAIRGILOTH Ems= CA lass M AML >u o I e- Je neft- m- t & Stone L POND SKIMMER SIZE IN. SKIMMER- ORIFICE NOTE 1. SKIMMER SHALL BE CONNECTED TO THE PERMANENT LOW FLOW CONTROL PIPE. 2. BASIN OUTLET STRUCTURES MUST BE ON -SITE BEFORE GRADING OPERATIONS BEGIN. 3. EXCEPT DURING EXTREME STORM EVENTS WHEN WATER WILL FLOW OVER THE EMERGENCY WEIRS, THE ONLY OUTLET FROM THE SEDIMENT BASINS (PRIOR TO FULL SITE STABILIZATION) SHALL BE THE SKIMMER. NO WATER SHALL LEAVE SEDIMENT BASINS IN ANY OTHER MANNER DURING NORMAL RAIN EVENTS. F"AIRCLOTH SKIMMER DETAIL SCALE: N.T.S. 333 FAYETTEVILLE STREET SUITE 1000 RALElGH, NC 27601 919.828-1876 FAX 919.828.1877 WUWV.0 LARKN E:XSEN:COM CONFOR ED PERMIT SET ,,t�t�risutrotatnp�� ` s 24418 ��Mr+Ttspu tt a" Shaping the Environment Realizing the Possibilities I CRISE TROUT AN TANNER TROUTMAN TANNER CONSULTING ENGINEERS 309 Peachtree Ave., Suite 102 Wilmington, NC 284Q3 910.397.2929 Ph. 910.397.2971 Fax CTT Job #6729.00 Firm License Number: F-0113 I LL W I i rW�� V Vl W 0 0 tti V W O WO 00 ..e z Q W O Z W `_" 00 U W Q y- W 0 0 = Z Lij r U_ �M� 0 Z ® D0� W U o-QZ Q t N Z U.J UQ OD �_j Ito Q O o c, <00 UZM'((0)z CN NO: 1602 DATE: 291ULY 2025 REVISIONS No. Date Description 1 09/05/14 ADD STABILIZATION TABLE 2 12/11/14 AS PER DENR STORMWATER 3 04/10/15 VIE PERMIT SET 4 07/29/15 CONFORMED PERMIT SET EROSION CONTROL AND STORMWATER DETAILS 1 (3 5 0 1 B: SHEET: 6 OF 13 POND SKIMMER SIZE IN. SKIMMER- ORIFICE NOTE 1. SKIMMER SHALL BE CONNECTED TO THE PERMANENT LOW FLOW CONTROL PIPE. 2. BASIN OUTLET STRUCTURES MUST BE ON -SITE BEFORE GRADING OPERATIONS BEGIN. 3. EXCEPT DURING EXTREME STORM EVENTS WHEN WATER WILL FLOW OVER THE EMERGENCY WEIRS, THE ONLY OUTLET FROM THE SEDIMENT BASINS (PRIOR TO FULL SITE STABILIZATION) SHALL BE THE SKIMMER. NO WATER SHALL LEAVE SEDIMENT BASINS IN ANY OTHER MANNER DURING NORMAL RAIN EVENTS. F"AIRCLOTH SKIMMER DETAIL SCALE: N.T.S. 333 FAYETTEVILLE STREET SUITE 1000 RALElGH, NC 27601 919.828-1876 FAX 919.828.1877 WUWV.0 LARKN E:XSEN:COM CONFOR ED PERMIT SET ,,t�t�risutrotatnp�� ` s 24418 ��Mr+Ttspu tt a" Shaping the Environment Realizing the Possibilities I CRISE TROUT AN TANNER TROUTMAN TANNER CONSULTING ENGINEERS 309 Peachtree Ave., Suite 102 Wilmington, NC 284Q3 910.397.2929 Ph. 910.397.2971 Fax CTT Job #6729.00 Firm License Number: F-0113 I LL W I i rW�� V Vl W 0 0 tti V W O WO 00 ..e z Q W O Z W `_" 00 U W Q y- W 0 0 = Z Lij r U_ �M� 0 Z ® D0� W U o-QZ Q t N Z U.J UQ OD �_j Ito Q O o c, <00 UZM'((0)z CN NO: 1602 DATE: 291ULY 2025 REVISIONS No. Date Description 1 09/05/14 ADD STABILIZATION TABLE 2 12/11/14 AS PER DENR STORMWATER 3 04/10/15 VIE PERMIT SET 4 07/29/15 CONFORMED PERMIT SET EROSION CONTROL AND STORMWATER DETAILS 1 (3 5 0 1 B: SHEET: 6 OF 13 61f AL1 fin 6" fW' $" z 11/2rr CLR. TYP. a iL 4 #4 REBARS ;o of to' .• � `o t „ ,: 3ir t a' j�� 3r1 #5 REBARS 12" o I CENTERS (TYP.) . zj SECTION 'A -A' ( ! . + A ! A I #4 R BARS v � O B OPENING SHALL BE L OR Wr + 1 -o GENERAL NOTES . o LOCATED AS REQUIRED z * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING f4 KEBABS - #4 REBARS - o °'' - x S" CENTERS STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11, — - - - - — ro N V a.. , a 840.12, 840.14, 840.16, 840.17, 840.18, 840.19, r '. ; i •. J � THE PATTERN: OF THE ':°:'o• ... '....- . 840.2$, 840.27, 840.28, 840.31, 840.32 AND 840.41. i I ,- #5 BARS * USE 4000 PSI CONCRETE. KNOCK -OUT o t # OPENING • � io o _ .°, •o t STEPS t r PROVIDE ALL REINFORCING STEEL WHICH MEETS .ASTM A615 .FOR PANELS ARE SHOWN I SECTION C - C i3" is c °' o•':. a t GRADE $0 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185. FOR ILLUSTRATIVE v.': :. °' ' o.: #5 BARS : LIMIT MAX IMU�4 DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL t t ? PURPOSES ONLY. a o', 4 .. o ..° .... n C t I (, 3t1� s v'•'4"v. '. v'. v t I OPENING o. o. o. o STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE #5 REBARS Q' • 0•. o •'....'•'.o ° . r " I n -� '_'.p' •.° •.G•��• - •.o :.D v': •• q, TO 15-a . 12 CENTERS! :. • o '::. •.. • o ':.. p ..' ...:. o . o. -_ - - - ° v ° : ; 'Q °• ° _ _ -,- - - - - - - - - - ° ° • ° * PLACE LIFT HOLES 0R PINS IN ACCORDANCE WITH ' v °,• .'4 0' v .•4. •• O• Q ••4 ,°..• n •.Q O I •' a •'�-.;0 .'•°• 6" MIN.. ° t :• �' :. °' ;'D' :. o' o :. 0' ':: p.. - ,. o: a. OSHA STANDARD 1926.704. a ; o n .'. o a ' o _ o ' : o ; o m ° _'o ; o •.:'p * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE SECTION B-B D o a v 'v p n 6„ REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES o . o SO THAT PIPES ENTER THROUGH THE C 1" MIN. CLR. (TYP) ',.. ` 0 4x4 W4xW4 WWF (LAP ` Q. WWF 6" ON- o -- TO REBARS) ' •31 T � • •O v v v v• PLAN TOP SLAB :. o•� :a. o o ' : KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH 1" MIN. ;°:'9• '. , a.:°'' °o:.o°•';''. s; Q°, =° THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF $" OF CLR. (TYP) WALL IS PROVIDED ABOVE THE HOLE. C WAFFLE WALL ISOMETRIC VIEW '- CORNER CUT DETAIL * ALL ELEMENTS PRECAST TO MEET ASTM C913. o , At FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE #5 KEBABS @ 12" —'' ' SOLID WALL BOX) OR BRICK IN ACCORDANCE WITH STANDARD 840.25. CENTERS (HORIZ. 0' ,Lt OR W * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH 8, VERT. ) Err �" STEPS AS DIRECTED BY THE ENGINEER. (USE WITH &LARGER #4 REBARS j I a * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG 4 X 4 DRAINAGE STRUCTURES " 1 CLR 0' 6" CENTERS : �, ry,. AS THE SAME AREA OF STEEL IS PROVIDED.It „ f r rr TYPICAL) T;. #4 REBARS :; - * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER 6 L $ D °.. 6" CENTERS cocc WAFFLE WALL PLAN VIEW SOLID WALL- PLAN VIEW - aR `' BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, ° °o ° AASHTO M-198, TYPE B BUTYL RUBBER. $" `L' 6r' 6" fW' $" '0" D•'v ' : o:: o.'v D .v .: °'.' p• * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR o °: o .°' ':: o :°:'° '::.: PRECAST RISER PLAN PRECAST RISER DETAIL DIMENSIONS OF 5'-0" X W-0". r1 1". MIN. CLR.. °. °'••••a .� :°': ° •v ::°': * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING 1 MIN. CLR. o ', p' b 1717, o REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE ° •, 4X4 W4XW4 WWF (LAP `•, ut p .o '•n:.' o. ,o •'o' o.'c • 0 4. 0 .'o ::�. o . o'. p ::o °:?'b:p' :.?',:. SIZE WHICHEVER IS GREATER. 4x4 W4xW4 'F $" ON_ 4= -j q ° '° °' '' USE FRAME AND COVER AS INDICATED ON THE PLANS. WWF LAP WWF TO KEBABS) v .q . ° . o • ° . ( io a ; • D' ,• 0 D o p ° , : n o' . REINFORCE OPENING AS SHOWN ON THIS SHEET. 6" ONTO REBARS) o a� o• o ' 'Q ' ' ' ' ', .. •• b > #5 REBARS > #5 REBARS 12"12" CENTERS ~ . o •: o CENTERS (TYP.) TYPICAL} SECTION VIEW SECTION VIEW A' SECTION 'C-C` SECTION `D-D` (0 SOLID WALL ISOMETRIC VIEW CATCH BASIN AND DROP INLET DETAILS OPTIONAL JOINT DETAILS STRUCTURES: 1. PRECAST STRUCTURES SHALL MEET NCDOT 840.45 OR PRIOR APPROVED EQUIVALENT. 2. BRICK BUILT CATCH BASINS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.01, OR PRIOR APPROVED EQUIVALENT. 3. CONCRETE CATCH BASINS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.02, OR PRIOR APPROVED EQUIVALENT. 4. CONCRETE DROP INLETS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.14, OR PRIOR APPROVED EQUIVALENT. 5. BRICK BUILT DROP INLETS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.15, OR PRIOR APPROVED EQUIVALENT. CASTINGS: 1. CATCH BASIN CASTINGS SHALL BE NCDOT 840.03, OR PRIOR APPROVED EQUIVALENT. 2. DROP INLET CASTINGS SHALL BE NCDOT 840.16, OR PRIOR APPROVED EQUIVALENT. 3. STORM DRAIN MANHOLE CASTINGS SHALL BE NCDOT 840.54, OR PRIOR APPROVED EQUIVALENT. OTHER: 1. ORIENTATION OF STORM DRAIN INLETS ON PLAN ARE FOR THE GRATE AND/OR CASTINGS. MINIMUM STRUCTURE SIZE IS 2' X 2' PLAN DIMENSION. CONTRACTOR SHALL PROVIDE BOXES LARGER THAN MINIMUM SIZE, AND/OR ORIENT THE BOX/STRUCTURE, AND/OR PROVIDE TRANSITION' TOPS AS NECESSARY TO ACCEPT THE PIPE SIZES AND TO ACHIEVE THE PIPE ALIGNMENTS AS SHOWN ON THE PLAN, PIPES SHALL NOT CONNECT AT BOX CORNERS WITHOUT PRIOR APPROVAL FROM THE ENGINEER. 2. SUMPS SHALL BE ZERO INCHES UNLESS OTHERWISE SHOWN. 3. THERE SHALL BE NO MAN STEPS UNLESS OTHERWISE SHOWN. PRECAST DRAINAGE STRUCTURES (SOLID AND BAFFLE WALL) FOR CATCH BASINS AND DROP INLETS [NC DOT STANDARD DETAIL 840.45] --_._____.___-_ ________.__..______._____.-_______._____...______.._.___.._.__-___�___._.__._..__�__--_,_______ SCALE: N.T.S. r :I` to 43" NOTE: USE TYPE "E", t1F" AND "G" GRATE - DETAIL SHOWING TYPES OF GRATES 2'-114471 44 UNLESS OTHERWISE NOTED. � p� � ¢t USE ACCORDING TO WATER FLOW. — 1hII f B il TYPE "G" TYPE "E" TYPE "F" A An IA „� „ � 1 j 9%8 rr N-.-a N 9}� SECTION - LL SECTION - I T �r __ - WATER FLOW - - = SAG _ WATER FLOW ■ j 9 co A A ALIGN FRAME WITH INSIDE =1 ----------------------------------- EDGE OF WALL TO ALLOW i FOR VERTICAL ADJUSTMENT WALL SECTION------. 5� `;SECTION - 08 � 1 -- 11 B SECTION - PP SECTION - NN 1 II SECTION B-B 4---------------------------------- 1.r 21rr PLAN FRAME,GRATE, .& HOOD ASS'Y NI u rrcm —*- WATER FLOW - SAG WATER FLOW -�- 1 'n I SECTION A -A 6„ i 21 _ 0" 611 -- ` 3'-ON PE "F'1 TYPE "Elf TYPE "Grr TYPE - E ° RAISED FLOW ARROW K —K iv o 1" r _ P f1g" HIGH 2 ,r L. N N �- RAISED FLOW ARROW 234'1 112 .1_ SECTION - AA /fir, HIGH —� D 7" J FRAME PLAN SECTION - JJ •f ,�,r � tf 1/8" rp !+_.i I 3{g- I,•—'i R S" R :1 Q, 1�rr 1�,1 11�uR 1 1 ,tt i �$rr z: �iL_ ___ll____� 21-11 rr 2'- 11" „ r n " " „ srr 1 � +,+,,� ...-5-*•-I•+— `_,—O.. 6 � rr :- *�• _-'I � rr � 1 � rr n ?/8 of 1--y,c—u 331-01f �3W A ,r,r r 1—�r,yZ �4 r 1 L2 SECTION KK 21-1i1t71 Ir��r, 1rr SECTION A-A-rit-` 7/8" R I+- TYFE - F SECTION A -A HOOD ELEVATION SECTION - RR TYPE G - r CATCH BASIN FRAME, GRATES, AND HOOD [NC DOT STANDARD DETAIL 840.03] _ __..._----------- ------ __ SCALE: N.T.S. r1It" 31_g" _, I,�if i �" �rr /8rr `m 1 . j 1§8rr 1 u _ �1tSrr 1" 1 n " `2'-31/41' T\ r� F—i-1 3'-3-'kf, ' 2'-3 'r 1 DEPRESSION 11-73'8" V-7-`'8" M N t � �s 3 _J ! N I 3r-2n d 2r-2n e} O rr 21,t -C', 1 1 j t 31 _ 1 % r, 04 � 2' -1 rr i4 Cm K 1'-41t'I 1'.41�" F .�* SECTION G - G SECTION H - H r �.S m„1 PLAN OF FRAME 31-671 21-6" 11-7§/8'r-11_7%11 CAST IRON Gco A tE _N PLAN OF GRATING CAST IRON DROP INLET FRAME AND GRATES (12" THRU 30" PIPE) ._.._.__---- -._._.. SCALE:. N.T.S.. SECTION F-F [NC DOT STANDARD DETAIL 840.16 - 1 OF 1 ] 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828.1876 FAX 919.828'1877 VVWW.CLARKNEXSEN.COM CONFORMED PERMIT SET 01%, gfunfe»retry sSSiO� . « AL 24419 aan'�' Go eS & Stone nnv 1 h `nvi'ro% 3P a iz tfte '.v�G,irt;n CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.397.2929 Ph. 910.397.2971 Fax CTT Job #6729.00 Firm License Number: F-=3 LL L>.i z fW V tii ) tj J CL 0 0 o6 LLI d o0 .�..,. 0 W zQ W ...I � z w o <o Li.1 Ella >- 0(-) 0= z Uj _ e D Q L.L 5 w M 0 ®z O =OZ Wr U QZ < `� UoO-co LO co a V•- ZMZ o� LU CL �o2 Q p _ _o l U ZM rUnz SEE CONTROL PANEL DETAIL PRECAST LIFT STATION VALVE BOX =E= ACCESS HATCH VENT if Lcc�k k rr _T1_ ik 1 3 k° kk Ik PUMP STATION - PLAN NOT TO SCALE CLAM SHELL ACCESS HATCH WITH UPPER CABLE HOLDER HEAVY DUTY CLAM GUIDE VENT- BRACKETS, CHAIN HOOKS AND (REFER DUCTILE IRON TO DETAIL FOR SAFETY NET). SEE 'CONTROL —..,]I WATER -TIGHT HATCH REQUIRED. PANEL DETAIL 180 DEGREE BEND WITH 1/8" 316 S.S. 27"v PRECAST BUG SCREEN 6 CONCRETE COLLAR FINISH ELEV. 35.0' GRADE (MIN.) _L_ T.E. _ CLAM SHELL ACCESS HATCH SEE SAFETY NET DETAIL ;�y' `'' 2.0" 90' y/ S-0" INTERIOR SURFACE SHOULD BEND BE COATED WITH KOPPERS 300M COAL TAR XPDXY MIN. 2" S.S. GUIDE RAILS `\` ` OR BIGGER AS NEEDED:\ (FLYGT COMPATIABLE) I I HIGH LEVEL ALARM''' X LAG PUMP ON — LEAD PUMP ON ' PRECAST LIFT STATION 2" SCH. 80 DISCHARGE PIPE S.S. LIFT CHAIN S.S. BOLTS SEE NOTES PUMPS OFF o } !. B.W. _ BRICK AND/ MORTAR FILLET I 6, 6" PUMP STATION - SECTION NOT TO SCALE PUMP STATION INFORMATION WET WELL PLAN DEMINSIONS. (INSIDE) 6 FT. DIA. MIN: ELEV. FOR CONTROL PANELS 35.0 i FEMA FLOOD ZONE 33.0 I TOP OF WET WELL 31.5 OUTSIDE GROUND 31.0 INVERT OUT F.M. 27.5 INVERT (SOUTH) FROM SSMH3 16.01 INVERT (NORTH) FROM SSMH1 22.90 HIGH WATER ALARM 16.5 LAG PUMP ON 15.5 LEAD PUMP ON 14.5 PUMPS OFF 13.5 INVERT ELEVATION 13.0 DISCHARGE PIPING SIZE 2.0 IN PUMP DESIGN CONDITIONS 27 GPM @ 39 FT TDH PUMP OPERATING CONDITIONS 39 GPM © 59 FT TDH HORSEPOWER 2 HP VOLTAGE/ PHASE 230 V - 3 PH MAX. OPERATING SPEED 3450 RPM PUMP ( OR APPROVED EQUAL) MYERS WG20-23-35 IMPELLER 4.125 IN - VALVE BOX WITH LID - GATE VALVE MECH, JOINT LOCKABLE SERVICE — ENTRANCE DISCONNEC WITH LOCK LOCK LOCKABLE LOCKABLE DUPLEX PUMP RTU PANEL PANEL WITH WTH LOCK LOCK WEATHERPROOF SIGN ` i I I ' EMERGENCY IN CASE OF `+_ -� EMERGENCY CALL xxx-xxx-xxxx (OBTAIN PHONE NUMBER I I if i l I. II FROM OWNER) USE SEAL -OFFS FROM WETWELL EACH CONDUIT FROM OR VAULT TO DUPLEX PUMP WETWELL MUST HAVE CONTROL PANEL A JUNCTION BOX (USE NON HARDING SEALING MATERIAL) BELOW SEAL OFF C❑_NTR❑L. PANEL ELEVATION NOT TO SCALE � �"--•-__..____. ____ ITEM MANUFACTURER / MODEL 1 SERVICE DISCONNECT SQUARE D 2 TRANSFER SWITCH * * * THOMPSON TECHNOLOGY 3 DUPLEX PUMP CONTROL PANEL�k 4 RTU PANEL WITH AUTOMATIC TELEPHONE DIALER ?k�K 5 ANTENNA TOWER 45ft. ROHN 25G 6 YAGI ANTENNA SINCLAIR SY406—SF4SNM 7 3 4" PVC SHEET US PLASTICS PART# 45023 8 COAX CABLE TIMES LMR 600 9 COAX CABLE N—FEMALE EZ-600—NMH 10 POLYPHASER 67184 11 LMR 600 GROUNDING KIT GK—S600T 12 'k FOR THOMPSON TECHNOLOGY REP CONTACT SUR—GEN (910-253-0484) ACCEPTED MANUFACTURES (THOMPSON TECHNOLOGY, ENERCON, RUSSELL ELECTRIC) *�k FOR DUPLEX PUMP CONTROL PANEL AND RTU PANEL STANDARD DESIGN CONTACT REVERE CONTROLS SYSTEM (1-866-897-3915) LORD & COMPANY INC. CURRY CONTROLS TO BE USED WITH PORTABLE GENERATOR IN EMERGENCIES; SAID GENERATOR NOT IN CONTRACT. NOTES: ® CONDUIT 1-1/4" RIGGED CONDUIT © ELECTRIC POWER FOR THE ALARM SHALL BE SUPPLIED THROUGH A SEPARATE BRANCH CIRCUIT FROM THE ONE THAT IS SUPPLYING THE PUMP MOTOR IN ACCORDANCE WITH NC PLUMBING CODE 712.3.4.1 UNPAVED AREA PAVED AREA REMOVABLE SERVICE PLUG STANDARD CAST IRON WATER VALVE BOX WITH COVER MARKED "C. 0." -BED CASTING ON A STONE BASE, 4" MIN. Q ywQ'W5LP:COMPACTED SOIL w RISER PIPE Q SERVICE PIPE REMOVABLE PLUG — COMBINATION TEE-WYE CLEAN ❑ UT NOT TO SCALE PUMP STAIN DETAILS 11/16" - POLYPROPYLENE PLASTIC W/ NO. 3 DEFORMED STEEL ROD 8 3 4 1 1/4 1,. = 1/4 5/8 M 144 STEPS SHALL BE PLACED INTO WET CONCRETE lO 12 a -�WALL DURING MANUFACTURE, OR HAND DRIVEN �— I INTO PREFORMED HOLES AFTER CONCRETE HAS CURED r \ \ 1 /2 .. 1/8 MANHOLE STEPS SHALL BE M.A. IND., INC. MODEL NO. PS1 OR AN APPROVED EQUAL 1/4 " h �1 ��k •I �i! J I i k B Z J j Z X TI w o o STAINLESS STEEL!— v o POSITIVE LOCKING k k ARM (COVER SHOWN IN A OPENING OPEN POSITION) 3.75= 3.75"°STAINLESS STEEL PLAN 1/4" THK. EXTRUDED CONT. CONCRETE HINGES W/TAMPER RAINPlPE BY OTHERS ALUM. FRAME ANCHOR PROOF FASTENERS 1/4 " ACCESS COVER TO HAVE LOCKABLE HASP SECTION C-C A OPENING 1 1/2" ALUM. COUPLING '' SECTION A -A SECTION 8-8 -- - 1/4 "THICK DIAMOND PAT, ALUM. COVER PLATE �I t> UPPER GUIDE BRACKETS (TYP) z a CABLE HOLDER MUST BE -3 a B B ; 2� AS PER CBU SPECIFICATION o A O STAINLESS STEEL U ( o POSITIVE LOCKING ARM HINGED SIDE •• • • • NOTES: FOR LOCATION OF ACCESSORIES _ (COVER SHOWN IN SEE PUMP OUTLINE DIMENSIONS OPEN POSITION) 3 — B OVERALL `3~ s STAINLESS STEEL CONT. CONCRETE HINGES W/TAMPER ANCHOR \ PROOF FASTENERS ACCESS COVER TO HAVE �I ==� LOCKABLE HASP "I AA OPENING121"1 SECTION 8-6 } 1/4 "THICK EXTRUDED ALUM. FRAME SECTION A -A SECTION C•C WETWELL ._ ACCESS . HATCH NOT TO SCALE WETWELL DIAMETER HATCH MODEL # DIMENSION LIFT WT' SHIP: WI A B C D 6 A3048TB 30 36 48 54 24 LBS. 91 LBS. 8 - 10 A3648TB 36 42 46 54 26 LBS. 105 LBS, WHAT E F TIGHT .- O 51,�...�.__._D_ 0;R ACCESS FRAME AND COVER NOT TO SCALE s & � 9d 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828.187+3 FAX 919.828.1877 WWW.CLARKNEXSEN:COM PERMIT SET ,t�s�sssstiueuE>tgr�+ - z` At 24419- Coolew'enes-At Shaping the Environment Realizing the Possibilities ^__ LrRISER Irk- - TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3849 Peachtree Ave., Suite 202 Wilmington, NC 28403 910.397.2929 Ph. 910.397:2971 Fax CTT lob #6729.00 Firm License Number. F-0113 W V VJ i.i.J W t � V O 6 W W �- Q U ZZ Lu <�oF-"'� � U_ _�z aCO < m U Z � ©z_ f CN NO: 1602. DATE: 29 JULY 2015 REVISIONS No. Date Description t 04/10/15 VE PERMIT .SET 2 07/1/15 AS PER NCDENR STORMWATE 3 07/29/15 CONFORMED PERMIT SET UTILITY DETAILS AUG BY: SHEET: 8 OF 13 t xa 333 FAYETTEVILLE STREET \ \ SUITE 1000 RALEIGH, NC 27601 919.828.1876 FAX 919-828.1877 \\ WWW.CLARKNEXSEN.COM CONFORMED PERMIT SET o ti rnrea / VICINITY , MAP N.T.S. 5�� ��� ,.�`��oF N���N,�;�., qA \ \ � . •........••. O L t ; F P R o Ds SURVEY DISCLAIMER °��` qr� .'L� _ �Q SEAL AS : to : w No. 1414 c> = TOPOGRAPHIC OR "ALTA/ASCM LAND_ TITLE SURVEY" SURVEY im O ' G�to3 ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M. � ••........� �\ '. �'•. 1•; ,.. \\ \•'� \\ `�.-- ,�. \\ JONES. 513 CHESTNUT ST. WILMINGTON, NC 28401, � '}�� 'i � ••�f• •••• � 910-763-1941 �9/yJ// 07/29/15 LEGEND SYMBOL RETAIL PROPOSED SIDEWALK 4AS501Colej & Stone \ \ Shaping the Environment PROPOSED ACCESSIBLE RAMP 5 LS501 Realizing the Possibilities PROPOSED ACCESSIBLE VAN SPACE 16.20/LS501 1., CHEAVY D TY CONCRETE 2AS 501 1211 HEAVY DUTY BITUMINOUS CONCRETE 22/LS501 WETLAND LIMITS I \ \\ k \ SEE ARMY CORP OF ��\ 1 :; '�� 3 GRAVEL PARKING LOT - - � ENGINEERS DETERMINATION \ LETTER (SAW-2012-02036) t \ \ \ AND ASSOCIATED SURVEY PROPOSED 1'-6" CURB & GUTTER 1/LS501 r� 1 TRUCK WASHING v i \ / i 5 SPECIAL HIGHWAY >;.* ------- \ I STATION, SEE \ " OVERLAY DISTRICT BUFFER \\ \ / I /---- \ i ARCHITECTURAL °'°"' PLANS \ `.% CHAIN LINK FENCE 9/LS502 tD AEr- SHOD BUFFER - - A \';.� t/ 1 / -.�,.,. UTILITY ENCIOiyREt- s PPE:34.sd I I - �` EXISTING BUILDING TO V � i..i` � ' % i"1'�1 v REMAIN \\Al SITE LIGHT SEE MEP PLANS , / . / \ , , % r. BEARINGFOR ` COL MN I A� , PLANTING AREA 00 'TO COLUMN LLJ W J .:.. , -, .. €.•.. . .. PLANT G. : AREA C) J , / O : ;. � x £ � .�.. _ , STAKING AND , , , ::: . � �� � ,� _ � � � � - ,_ b , :r � , r � _.. G MATERIALS PLAN SIGHT TRIANGLE TYP. r/, � ,<< ,... s;,�,, �� ,. �' .: _�-�,>. z w...x,. � ,, ,,.,. GLUM..,, 10 1 f. 8 �3 , , . #, ..-, � -� r �. .,,2 f ,flr ,'S. . 6 ..yam Q / u. .... ... ,..0 x -. e .. fix... .. ... .. -. _ . ,. .... ..... / , \ -�N NOTES _Lu - , N �. t: ALL DIMENSIONS ARE AT 90 DEGREES EE5 UNLESS OTHERWISE r. ,/' , ,, •. _, NOT LIMIT OF EXISTING // . !, , ,. � _ .z_ .. �- . .. _. _ ., _ , �`•.,� WETLANDS - �a / r ; f ,,.. , r r // / / / , / J GRI v5 r y- .� �, r � '�', .€. / �`/ // ) 2. CONTRACTOR SHALL ESTABLISH AND VERIFY. POINT OF / , / , /f: , ` _;_ .-.:,-. _.: n �,,. , / , / `-.._,._ .,�-- . -- % /� ' / - ; f � ' f/ / � % i . f f j / / f /, � •. �• BEGINNING. (P.0.8.) AND STAKE SITE AS INDICATED ON F /� r dui, ,.-,,,; .`f: /,// '/ !,//f t f fr f., ; /! ..�. \, Unn >�a FUTURE GRAVEL TRUCK f. � ,, r . , , , i, . , f -,t.:. f., , ...,j ;, , , t .., - .f . h ,4 _ .� ., }. ..,_. f,r !/ fi / % f �; � , ,!f / 4 1 4� 6%W f/l ✓ , / � / /,1 /r, /f, � `\�_\ .\ ti., CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF , _ I _.. , , , / J, f` %i /'/r/ �i ! // , / / ,f / \ \ Z PARKING LOT NOT $ ;� 1N .EO /f / r� r � `,, � PA E,R G � „ ,/ !� �. % �\ \ `. ^. CONSTRUCTION. NOTIFY COLEJENES7 &..STONE P:A:..IMMEDIATELY r!/;//. ffri / F, ti..\� �V` O INCLUDED IN SCOPE. OF ,, _ f, , , J/, ; , ._., , //, r / / �,COL,U RiD�, f 1J; , r ,,/ /f ; ,f , / i // t ,%, \`\`�. \• � `�. \ �.� • OF ANY DISCREPANCIES. Z -r v: /// ,/,'/ f .� r t_. , // i f , ,1,,, ! t / //'/ r ,i;`,F . i;.r. ,. r y� ,,��' f. t F %k 1 ` / // f '�\ tQ 1 € <' \/,f 14,, ..p.. t , /% /,: r %/ % %% f %. %/ li7'lj! '� /r' /t r/ /% t!/ f //', `� \ \ \ \ \� \\ \ WORK f�/ / , /F / : ;. � /. ,! f ; , / fi f f; , / t.� f ; ,%/; f,'// f, / , //� / : /rfj'/ ,' ' ii , : �.. � e . . Z i ! , . /fr . r r,/ f // / ,i - //' r : i;%:i.' r;'! %i%. \`e'.. ',` //// f/f/%f �i. ,; r , 3. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR � cV x`i t,%/,' "f/ %f, ��\"� ` ci f' ,.; -�.' �\�. \ . • CENTERLINE UNLESS OTHERWISE NOTED. „fl., t,,, ,,;; ,.;:: Q L,n to r��// O LL / ASPHALT TABLE ; / r, . / r , .. , , , , , ,,' , ,' _ ;r R ;.. r, ,.,. ,�_� is /;; `~ ,�� ti` ,*m` �� � �.,. � / 4 A BACK F C R RA II AR 4 N T LL 0 U 8 D E U H RWI N T TOP; SEE DETAIL , , ; /`, 5' LESS 0 E SE 0 ,. f; ED. to f / / 2 LS5o1 AND-:O , , . . ,. / . / , r.- , , r,: ./r . , ,. ,/, r f �,...\_, �\\ � r y ,, .,, ,/,,: ,.. /;. ,, �ti't�\ � AKIN A DIMENSIONS I t CO r, . ,. , , , . , , :. , : ; ; , , : , ; , ; : ,' , r r i % 5. PARKING SPACE D E SONS ARE 18.0' TO FACE OF .CURB X M 520.00 / ' ' i WI NOTHERWISE 9.0 OE UNLESS NOTE .- ,.., ., 5 -- , .- i ', /-,,', '„ ',', „ ,• ;:„/":r,"; -/, / \ \ .ice W 1 f6. ALLDETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE Q —� OUUOWITH SPECIFICATIONS AND CONSTRUCTION DOCUMENTS? ou 7: STOP SIGNS .SHALL BE R1-1 36"x36" ON PUBLIC STREETS AND Ik PROPOSED 5' 24"X24" ON PRIVATE STREETS. \ i f 96 SIDEWALK 8. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 1 € 9. NO DEMOLITION LANDFILLS ALLOWED ON SITE. SCALE: 1"=40' PROPOSED STORMWATER i \ � x 1 �; �, \ \ h` POND > -. , \\ 0. APPROVAL OFTHISPLAN IS NOT AN AUTHORIZATION TO GRADE _ 0 20 r3\ ADJACENT PROPERTIES. WHEN CONDITIONS WARRANT OFF SITE 40 80 GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED EXISTING STORM 1 EASEMENTPROPERTY OWNERS: \\ j #I { \ \ \ �\ \t41a z \------------------------------------------------------------------------------------- \-------------------------------------------------- — - —— — — — — — — — ------------------------------- � ` 0�SEWER PUMP. SEE � � i° � /+-^u, �\ # CIVIL PLANS FOR \ DETAILS g - \ \ _. .. _--`-- \ DATE: 07.29.2015 REVISIONS �__ _ �.__ T — _ _ \ No Date Description f. \ aka \ ,4 OVERALL SITE MATERIALS AND FURNISHINGS SCHEDULE _ SYMBOL PRODUCT SPECIFICATIONS QUANTITY PLAN V 1.AUG DUMOR 400-36 SERIES (ARGENTO - DARK GREY) Ii STEEL PIPE tl I BY: O BOLLARDS DUMOR SITE FURNISHINGS 30 I! P.O. BOX 142 ! MIFFLINTOWN, PENNSYLVANIA $ ADDITION AL MANUFACTURERS: PAiRWEATHER H-2 a`, COL.UMBIA CASCADE COMPANY TOTAL OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED f `.Ar 2190 DOM TOP METAL BOLLARD I TOTAL $% LOT OR PARKING REGULAR WITH 5' VAN SPACES WITH 8' ACCESSIBLE �' I ILLUMINATED SEE ELECTRICAL PLANS .O BOLLARDS 11 AREA REQUIRED PROVIDED ACCESS AISLE ACCESS AISLE PROVIDED AE&T 119 123 _ 4 1 S la HEATT 26 22 1 1 2 I GRANDTOTAL 145 145 5 2 7 ¢j v`JI ,� �� ,- , - �, " 1, 1, , , \ .I,,- 1:` "-- -1� I " , , �':' -,- "- I � , , - I I I- ,, - ,�', `- -- I 1'� - I - ",'. "-, ��,- , "-,��- `�_ '1- " �1, ... 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I I --- - SCALE: V=20' 0 10 20 40 (D CN NO: 1602 DATE: 07.29.2015 REVISIONS No. Date Description ' Ir I ------ -- - -- - SITE PLAN � �g - , ,0 , � �V -1 �3,IS I V F- L AUG 4 3 2015 11 �1 u BY: L"w 111 ff Is Z` :&i 1 Uff", IAO-` � � IIIIIIIIIIIIIIIIIIII 0 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27609 919.828.1876 FAX 919.828-1877 WWW.CLARKNEXSEN.COM CONFORMED PERMIT SET "NOR Ty''' Wulfia�'4c o•��oF ... cq o�#DSCQo� �O Cl/ ! w` No. 7474 c70i °tea J C-103 �c : if tYP Z W V / W f�� V O O Z �L. V V 00 Z ® W O00 _i W N Z' Q N J Oz W �— —i _ Q -i U °� W ov w Z z o_ LL2 2 co csC} cz p _®z W rn v �Qz Zz QQo®�o ULo V- Z c Z 9 co > ® Q m W Q U o O J z c� S� * c) z SCALE: 1 "=20' 0 10 20 40 ASPHALT EDGE OF PAVEMENT „+ `-PLUS FACE OF 6'-0" 12 ADJA ENW/T WALK CURB CONSTRUCTION JOINT W/ SEALANT PER DETAIL 13/LS501 ASPHALT PAVING SLOPE CONC. POINT OF RAMP 1" PER FT. FLUSH CURB (TABLETOP) TOP OF CURB 5' -0" J _ �00 -I - CONC. PAVING W/ J WWF 6X6 W1.4 x Wi.4 ASPHALT PAVING V AI V SIGNAGE_". 0 E) 0 0 2' x6" SEF SITE PLAN ONLY REQ'D 0 VAN ACCESSIBLE R; UT= CONDITION 1: PEDESTRIAN PATH ACCESSIBLE ACCESSIBLE SPACES FCP IdiDTH DOES NOT PASS UNDER OR AROUND SIGN JIOa ACCESSIBLE RAMP FACE OF CURB c (�\� � 4"PAINTED LINES(TYP) CONDITION 2: PEDESTRIAN PATH I�EV�I ! U ED SEE STAKING PLAN GOES BY, UNDER, Q�,( \�(� 6'- 0" PARKING 111 V1�4 FOR LOCATION OF OR AROUND ALL ACCESSIBLE EDGE OF PAVEMENT SIGN PARKING SPACES 1 1/2" 5'_g' 1 1/2" FACE OF CURB LIGHT BROOM FINISH MUTCD R7-8 8 8 8 5 8 A 0"+ 0"+ 0"+ 0"+ 12%27" VAN ACCESSIBLE N SPACE - PARKING SPACE PAVEMENT MARKINGS A N MAXIMUM 4'-0" Z Z 6" V-0" CONCRETE WWF6XSW1.4XW1.4 6"+ 6 + COMPACTED SUBGRADE (TOP 12" COMPACTED TO Vi vv �A T 100% STD. PROCTOR DENSITY) SIDEWALK PENALTY , , 11 3/4" DIA. x 2-6" 0 o VAN- RESERVED REINFORCING BAR ACCESSIBLE PARKING TOP OF CURB MOUNTABLE CURB TOP OF 0 0 sus ��0 t.4UTC D GRADE CURB U v RESERVED R7-8 co PARKING M nlUlrp f EDGE OF v r SLOPE CURB ro coo R7-8 a v \ a t" PER FL PAVEMENT NOTES FINISH GRADE ` t CONCRETE i1 r v 1. ALL CRET TO BE 4,000 PSI. R7-80 •--- .. I+-i 4J. s-_11 ..� :.:... .� r M.-ff ,..1..%. \ T„, i4 , :�� ;� ' .•-<< S 250 ` 2. REFER TO DETAIL 13/LS501 FOR TYPICAL JOINT CONSTRUCTION. MAXIMUM PENALTY R7-81) of $ Zso SECTION A -A' SEE OTL. 20 LS501 FOR NOTES: I ss Et I:YEIJE�NIS "i FINISHED GRADE 1. SEE DETAIL 1AS501 FOR MOUNTABLE CURB DETAIL 24 ACCESIBLE SIGN N.T.S. n2O ADA PARKING SPACE DETAIL N.T.S. n16 CONCRETE WHEEL STOP N.T.S. n12 I TRANSITION AT MOUNTABLE CURB AND GUTTER N.T.S. (81 CONCRETE SIDEWALK SCALE: 1"=1/4° 4 6" SCH 40 GALVANIZED STEEL PIPE FILLED W/ CONCRETE - ROUNDED CONCRETE TOP BACK OF CURB LINE SIDEWALK SURFACE 1/2" LIP BOTH SIDE OF RAMP 5'-4" MIN. 8" MIN. STREET SURFACE (8 33 % CROSS LSL))OPESMAX. EE 8_2 COMPACTED EARTH (TYP.) o FINISH GRADE 3„ a REBAR \ `\ `# _ 5 m . . ,. _ 8 v CONC. CURB & GUTTER I#3 REBAR x 12' DOWELS 6" OC. FIBER REINFORCED CONC. 0 FOR SEPARATE POURS OF CURB & GUTTER AND RAMP FOOTINGS 7 (3000 PSI) 4" FIBER REINFORCED CONCRETE SIDE FLARE. CONCRETE : 12" - 7„ NOTES: 1. SEE PLAN FOR NUMBER OF POSTS TO BE USED. 2. THE STEEL PIPE ABOVE GROUND SHALL BE PAINTED A COMPACTED ABC MINIMUM OF TWO FIELD COATS OF ZINC CHROMATE PRIMER. 3. PAINT BOLLARD BRONZE PER CFCC STANDARD TRANSITION AT TABLETOP N.T.S. 23 ACCESSIBLE RAMP DETAIL (SECTION) N.T.S. 15 STEEL PIPE BOLLARD - N.T.S. 11 2.35" N L"6�+ ° 6"+ 6" + L3'-O-, MOUNTABLE CURB WIDTH VARIES '-O" TACK COAT 1" LIFT BITUMINOUS CONCRETE SURFACE _ COURSE TYPE SF9.5A n 1.5" LIFT BITUMINOUS CONCRETE SURFACE COURSE TYPE SF9.5A COMPACTED ABC � � f COMPACTED SUBGRADE v CONTRACTOR TO CONFIRM CROSS SECTION WITH GEOTECH PRIOR TO CONSTRUCTION. ONSITE GEOTECHNICAL SUBGRADE INSPECTION SHALL BE BASED ON SEASONAL HIGH WATER TABLE ELEVATIONS. HEAVY DUTY ASPHALT PAVING N.T.S. 22 HEAVY DUTY BITUMINOUS CONCRETE VEHICULAR PAVERS EXPANSION JOINT 7 CONCRETE BAND, BROOM FINISH i ! , 1. INS' 4 N.T.S. 2111 REM ,07(r1 ,/e WL bR 11 1�t' OA 1 1 >a• L t xi i{n• . 1/1! TW� SB LOOV?' �YGE tX Y 3- SSL M I m er Den F snsrx Mc mrsu vx "n• ai/1-x 57 Vq•M SLIMe. , I _ a sa Su rc a ' •4 u•sz ---i I-- �r:a 09AIL OF BOLLARD MTH SLEEVE DETAIL OF CAP WN %-ME NOTES 1.) SfL NEMBERS COAIED W/ ZK RICH EPDX'f THEN FNSIfD W/ POLYESTER POR'DER CGATING. i.) LOrMNG ONCE P4WDEO FT CTfiER TALL PER MANUFACTURERS INSTRUCTIONS. OVABLE BOLLARD DETAIL 0 0 PAVER SETTING ` COURSE i COMPACTED / w : BASECOURSE 0. (V SUBGRADE r - " 1 0 " t i LIGHT BROOM FINISH O O O " , I= - 3/8" x 10 111a� �!i STEEL SPIKE - - - ° CONCRETE '�$ v�1 a 9.5mm x 25.4cm ( } 4'-0" MIN. (VARIES WITH WIDTH OF RAMP) 0 �1 0 - COMPACTED ABC (COMPACTED TO ` t } 'c' t) Cj 100% STD. PROCTOR DENSITY) (} TRUNCATED DOME PLAN VIEW 0;ti r \ ` COMPACTED SUBGRADE NOTES: v ! (TOP 12" COMPACTED TO v , 100% STD. PROCTOR DENSITY) 1, CONNECTION BETWEEN SECTIONS TO UTILIZE MANUFACTURERS' INTERLOCKING SNAPDOWN 0.9 SPLICING SYSTEM. TRUNCATED DOME SECTION 2. CORNERS - NOTCH BASE ONLY AND FORMA NOTES: CONTINUOUS CORNER NOTES: 1. DETECTABLE WARNINGS SHALL BE OF THE PRE -CAST PAVER TYPE. 2. WIDTH OF DETECTABLE WARNING AREA SHALL EQUAL TO THE WIDTH OF THE RAMP. 1. ALL CONCRETE TO BE 4,000 PSI. 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH. 2. REFER TO DETAIL 13AS501 FOR TYPICAL JOINT CONSTRUCTION. 4. DETECABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. 5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. 6. PAVERS SHALL BE 2" THICK, CAST FROM 5000 PSI CONCRETE AND MORTAR -SET ON A MINIMUM 4-INCH THICK CONCRETE BASE. PAVER EDGE N.T.S. 10 DETECTABLE WARNING N.T.S. 6 HEAVY DUTY CONCRETE N.T.S.(2' JOINT SEALER 3'-0' MIN. 6„ 1,_O„ VS. 6 12" 1/8" RADIUS CONTINUOUS FLUSH CURB PASSAGE �X BACK OF WALK CONC. SIDEWALK 3" RADIUS RADIUS 3/4" RADIUS 1 8" PER PLAN 1/8" TO 1/4" Cal �` 1 �� EXP. NOTE: l 1 JOINT Nm N RADIUS • 5' ,,z PROVIDE DETECTABLE WARNING `F BACK OF CURS EXP. JOINT A A SURFACE; SEE DETAIL 6AS501 m N ,. 1. 3/4" RADIUS 1 _6" i� FLUSH CURB JOINT " k \ 6'-0" 4'-0" 6'- FACE OF CURB7i 1 - PAGE OF CURB 2'r0^ STANDARD CURB &GUTTER - - 1' 6„ ,. FILLER PLAN -PARALLEL RAMP NOTE: "`• PROVIDE DETECTABLE WARNING JOINT SEALER �I \ V-6" MOUNTABLE CURB 5' TRANSITION FROM 12:1SLOPE 12:1SLOPE SURFACE; SEE DETAIL 6AS501 4 WALK TO 5' WALK.-1 I"----� 6 4 6 ALL WALKS MUST BE A MIN. 5' WIDTH AT SURFACE OF GUTTER GROOVE JOINT EXPANSION JOINT RAMP. ELEVATION PLAN 1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) 12:ir SLOPE1 12:1 SLOP ' SIDEWALK 3'-0" MIN. BACK OF WALK "''" '' EXP. JOINT CONTINUOUS , /8" RADIUS (TYPICAL) MIN. 1/4" PER FT. PASSAGE FLUSH ELEVATION DEPRESS CURB AT WALK JOINT FILLER _ _ -' X CURB BACK OF CURB r NOTES: TRANSVERSE EXPANSION JOINT FACE OF CURB PERPENDICULAR RAMP 5' co C BI 0 �m ? WITH CONTINUOUS WALK PERPENDICULAR TO CURB A-- -A 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED PROPOSED 4" CONCRETE I SLOPE "A" 121 X EXP. JOINT GENERAL NOTES CRACKING. 6'-0" 6'-0" NOTE: 1. AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND SLOPE "B" 1/4"/FT DIMENSIONS AT EDGE OF PAVEUEHT PROVIDE DETECTABLE WARNING CONSTRUCTION SHALL CONFORM TO CITY OF RALEIGH STANDARDS. 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED GENERAL NOTES SLOPE "C" 1/2"/FT SURFACE; SEE DETAIL 6/LS501 DUAL RAMPS SHALL BE REQUIRED AT LOCATIONS SHOWN ON PLAN. BY OTHER METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, PLAN -DIAGONAL RAMP A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED, 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE 2. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE STRENGTH. 3. ALL EXPANSION JOINTS SHALL. BE SPACED AT 90-FOOT INTERVALS, AND CONCRETE SIDEWALK AT 5' INTERVALS -0R AS INDICATED ON PLANS. A ADJACENT WALK ®1/a^ PER FDor ! 3-3/4^ BACK OF CURB 3. RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WITH ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS 2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK SEALED t Q / FACE of CURB ADJACENT WALKWAY. IN ABUTTING SIDEWALK. JOINS ANY RIGID STRUCTURE. 3-3/a' I 4^ PER FOpT L� �1 � 4. GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE RAMP 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 P.S.I. IN 28 DAYS. 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI, IN 28 DAYS. AREA. 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE 3. BROOM FINISH CONCRETE. - 3'-0' -- z'-o" ---� 5. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE ACCESSIBLE RAMPS. SECTION X-X GUTTER FLOW LINE. 4. SEE PLAN FOR SIDEWALK WIDTH. PARALLEL RAMP 6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED WITH CONTINUOUS WALK PARALLEL TO CURB TO 100% STANDARD PROCTOR DENSITY. N.T.S. C17 EXPANSION JOINT DETAIL N.T.S. 13 ACCESSIBLE RAMP N.T.S. 5 STANDARD CURB AND GUTTER N.T.S. 1 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828.1876 FAX 919.828.1877 WWW.CLARKNEXSEN.COM CONFORMED PERMIT SET '.NORTI�'cIDS qq,, *, -r��c cf C-�14' Wr'SEAL ; Ws� No. 414_9A Z*D -=-136Z; (0) C-103 07/29/15C Co1elenest Stone Shaping the Environment Realizing the Possibilities w rL.�a V v V O O t� 0' w (D Oo �.. W O O w z Q W� z W �- 0 v 0 2 U 0� w u () fl = z W= G I Z)�F_ v/ O ®Z O = az W V O- Z U O 04 00 LL =.�Mz o� > C� °-�o� Qm 0°c� z CN NO: 1602 DATE: 07.29.2015 REVISIONS No. Date Description DETAIL SHEET PEChEIVE AU �Y: SET ROOT COLLAR AT SLOPE LINE EXISTING SLOPE 2„ NOTE: � SHRUB SHALL BEAR SAME RELATIO VARIES TO FINISHED GRADE AS IT BORE SEE PLAN TO PREVIOUS GRADE EXCEPT IN f AREAS OF COMPACETD FILL 4" MULCH THROUGHOUT SHRUB TO BE PLANTED 4" PLANTING BED m ABOVE FINISHED GRADE. ! t r f a ADJACENT PLANTING m H ® THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3 AREA OR PAVING RETAINING NORMAL PLANT THINNINGNOT ir1� > SLOPES iA r�,�f REQUIRED N EVERGREENS ! �, ...� PLANTING MIXTURE 4" MULCH THROUGHOUT PLANTING BED AS SPECIFIED - %AA% \\;\\ $„ - 10" DEPTH tiff\ A tiVi x/���\ REMOVE BURLAP FROM TOP 1/3 OF BALL. REMOVE CONTAINERIZED PLANTS FROM THEIR CONTAINERS MOUND TOPSOIL 4" 12 TO FORM SAUCER �r .�� :.r,, KEEP SAUCER LEVEL PLANTING MIXTURE AS SPECIFIED SCARIFY TO 12" DEPTH LEVEL GROUND' ..: j GROUNDCOVER PLANTING DETAIL N.T.S.(8' SHRUB PLANTING DETAIL N.T.S. 4 NOTES: 25% BEAKED PANICGRASS, SC ECOTYPE (PANICUM ANCEPS, SC ECOTYPE) SOAK ROOT BALL AND PLANT PIT 19.5% LITTLE BLUESTEM, PIEDMONT NC ECOTYPE (SCHIZACHYRIUM SCOPARIUM, PIEDMONT NC WITH WATER WHEN BACKFILL IS ECOTYPE) HALF COMPLETE AND IMMEDIATELY 15% VIRGINIA WILDRYE, 'SUTHER'-NC ECOTYPE (ELYMUS VIRGINICUS, 'SUTHER'-NC ECOTYPE) AFTER INSTALLATION. 10% INDIANGRASS, NC ECOTYPE (SORGHASTRUM NUTANS, NC ECOTYPE) SEE ATTACHED LANDSCAPE SPECIFICATIONS FOR OTHER 3% BLACKEYED SUSAN (RUDBECKIA HIRTA) 3% BIGTOP LOVEGRASS, VA ECOTYPE (ERAGROSTIS HIRSUTA, VA ECOTYPE) PLANTING REQUIREMENTS STAKING REQUIRED FOR 3% PURPLETOP, 'SUTHER'-PIEDMONT NC ECOTYPE (TRIDENS FLAVUS, 'SUTHER'-PIEDMONT NC LEANING TREES OR AS ECOTYPE)6"" 3% APPALACHIAN BEARDTONGUE, SC ECOTYPE (PENSTEMON LAEVIGATUS, SC ECOTYPE) REQUIRED BY SPECIFICATIONS. SLIP KNOT WITH STOP KNOT 6` LARGER THAN TREE DIAMETER 2% SENSITIVE PEA, NC ECOTYPE (CHAMAECRISTA NICTITANS, NC ECOTYPE) 2% WILD QUININE, NC ECOTYPE (PARTHENIUM INTEGRIFOLIUM, NC ECOTYPE) .+ + -I- KEEP MULCH AWAY FROM TRUNK 1' TO Y (ROOT FLARE SHOULD BE VISIBLE)` 2% MISTFLOWER, VA ECOTYPE (EUPATORIUM COELESTINUM (CONOCLINIUM C.), VA ECOTYPE) Q 2' MAXIMUM LAYER of MULCH; 2% LANCELEAF COREOPSIS, COASTAL PLAIN NC ECOTYPE (COREOPSIS LANCEOLATA, 3/4` NYLON STRAP MULCH OVER RO THAN 1. SHALL BE No DEEPER THAN 1G - 2'. COASTAL PLAIN NC ECOTYPE ) R007 CROWN TO EXCAVATE PLANTING HOLE '. 2% PARTRIDGE PEA, FL ECOTYPE (CHAMAECRISTA FASCICULATA (CASSIA F.), FL ECOTYPE) BE AT FINISH GRADE ti" AT LEAST TWO TIMES THE DIAMETER OF AND 2" 2% WINTER BENTGRASS, PIEDMONT NC ECOTYPE (AGROSTIS HYEMALIS, PIEDMONT NC ECOTYPE) 2% SLENDER BUSHCLOVER, VA ECOTYPE LESPEDEZA VIRGINICA, VA ECOTYPE ( ) _t + + D + + i"x2'x18' WOOD STAKE SHALLOWER THAN THE WITH CENTERED 3/8" HOLE ROOTBALL. DRIVEN IN LINE WITH STRAP FINISH GRADE WATMERwBER�+HI� 1% GRASSLEAF BLAZING STAR, NC ECOTYPE (LIATRIS GRAMINIFOLIA (L PILOSA), NC OUTSIDE OF BACKFILL ECOTYPE) 1% SPOTTED BEEBALM, COASTAL PLAIN SC ECOTYPE (MONARDA PUNCTATA, COASTAL PLAIN SC ECOTYPE) UNDISTURBED SOIL- 1% EUSTIS LAKE BEARDTONGUE, 'SUTHER'-NC ECOTYPE (PENSTEMON AUSTRALIS, D = DIMENSION OF PLANT SPACING (SHRUB OR 'SUTHER'-NC ECOTYPE) GROUND COVER) AS INDICATED ON PLAN 0.5% GRAY GOLDENROD, VA ECOTYPE (SOLIOAGO NEMORALIS, VA ECOTYPE) REMOVE TOP 1/3 BURLAP, 0.5% ANISE GOLDENROD, GA ECOTYPE SOLIDAGO ODORA, GA ECOTYPE ( ) IX TWINE, AND ANY NAILS/PINS. Erc, PLANTING IE � (AS SPECIFIED) 0.5% SWAMP (NARROWLEAF) SUNFLOWER, COASTAL PLAIN NC ECOTYPE (HELIANTHUS REMOVE TOP 1/3 OF WIRE - BASKET WHERE PRESENT $ 6„ ROOT BALL 6" $" BACKFILL: ANGUSTIFOLIUS, COASTAL PLAIN NC ECOTYPE) pIAMETER THOROUGHLY SATURATE PLACE ROOT BALL AT A LEVEL WHERE TOTAL: 1 00% WITH WATER THE TRUNK FLARE WILL BE 2` ABOVE - VARIES TO AID SURROUNDING FINISHED GRADE AFTER REMOVAL OF SETTLING. FIRM SOIL UNDER ROOT BALL. AIR. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) HYDROSEED MIX N.T.S. 11 PLANT SPACING DETAIL N.T.S. 7 TREE PLANTING DETAIL N.T.S. 3 TURF, SEE SPECIFICATIONS SPECIFIED PLANTING MIX JIL � I 1 /4" POLY ROPE OR . 3/4" NYLON STRAP STAYS UBB HOSE — RUBBER E TREE SUPPORT STAKES p 4 LAYER OF MULCH (NO - SPECIFICATIONS " MORE THAN " N 4 TOUCHING TOPOFROOT BAR TO BE TRUNK) 2" ABOVE FINISH GRADE TRUNK) SCARIFY SUBGRADE TO 4" HIGH WATER BERM FINISH GRADE-�\ 8" DEPTH COMPACT FILL TO BE BENCHED IN REMOVE TOP 1/3 OF `� BURLAP, AND ANY NAILS/PINS, ETC. UNDISTURBED EXISTING 2 REMOVE TOP 2/3 OF WIRE MAX SLOPE SUBGRADE BASKET WHERE PRESENT UNDISTURBED SOIL LINE (IF SOIL 1 1 f PLANTING MIX HAS BEEN PREVIOUSLY DISTURBED, I ; I z PER SPECIFICATIONS FIRM SOIL UNDER ROOT BALL) r AN TINGti C C �-F AETAIL SCALE: 1n-1� A„ �O ��� PLAN j PERMANENT POOL EDGE LITTORAL SHELF TYP. 100' SECTION I � SF TS 20 _} II 6= $_ _ -�� TOTAL LENGTH. 840 SS � , s � _ _ 4$_ — --- —�� BF-_- TS - .�::...:: = 0� -- _ _ " _ .' r, 4_ r RI DRIVE STAKE TO 18" �. \ W T 1 BE BOTTOM 0 TREE LT .__ SR AA LT .. ....... . . SR PW LITTORAL SHELF EDGE �2x2\9 ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK 1990, PART 1, "SHADE AND FLOWERING TREES-) .... SF GA, g.r 2 C•A. TIE. ,.1..RF 14, o% R.�,r (ANSI, Bf' i ,.k;v -f1 `} '`L FOR HEIGHT MAX, MIN. ROOT MIN. ROOT BALL 2.27 aes i F . EXAMPLE: CALIPER (RANGE) HEIGHT BALL OIA. DEPTH -- x 2" 12'-14' 16' 24" 16" = 0 DP 0 0 PW �43r 3�aa 2" TP S v; A:% eaAC Z 2A: AT ! )RNERS w POS' 3E\95 T R4:i;. p PDS 1c t At, r,_a. 2CO' o/c 3" 14'-16' 18' 32„ 21„ NOTES :.:.. 7 n. ' C a I .0 "4G C .i-rC-r-:e�S i8 n/c TREE PLANTING INSTRUCTIONS: PLACE ROOT BALL AT A LEVEL WHERE THE TRUNK 1: RUBBER HOSE MAY BE DELETED IF 3/4" NYLON STRAP IS PLANT SCHEDULE/WATER QUALITY BASIN FLARE WILL BE 2" ABOVE SURROUNDING FINISHED GRADE AFTER SETTLING. USED (G"NG of TREES NOT REQUIRED UNLESS SPECIFIED). SY AA TOTAL# PER COMMON NAME BOTANICAL NAME SIZE ROOT SPACG MAINTAIN THE TREE IN A STRAIGHT AND PLUMB POSITION WHILE BACKFILLING TO 2: REMOVE WIRE OR NYLON TWINE FROM BALL I un 1. �I SS 00 LF NO MORE THAN 1/2 THE DEPTH OF THE ROOT BALL. SATURATE THE PLANTING 3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE (ADJACENT UPHILL GROUE�fDCOVER%N�DFLOWER - HOLE WITH WATER AFTER BACKFILL IS 1/2 COMPLETE TO AID REMOVAL OF AIR GRADE). FROM THE BACKFILL AFTER INITIAL BACKFILL, WATERING AND THE TREE 1S PLUMB, AA 260 31 ARROW ARUM PELTANDRA VIRGINICA SPi 24" OC ° ; ' tl 4_ SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER COMPLETE BACKFILL, SATURATE -PLANTING HOLE AND ADJUST ROOT BALL (IF INSTALLATION: BF it)1 12 BLUE FLAG IRIS IRISVIRgNICA SPt 24" OC DP 143 17 DUCK POTATO SAGITTARIA LATIFOUA SPt 24" OC ;ten NECESSARY TO MAKE TREE STRAIGHT AND PLUMB, THEN REMOVE THE SYNTHETIC 5. 'LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF —L ., —� STRAP, ANY CARDBOARD PACKAGING, THE TOP PORTION OF THE WIRE BASKET TREE. DOWN TO AND INCLUDING THE FIRST HORIZONTAL RING AND THE. BURLAP FROM s. PLACE Two(2) WOOD sraKEs PARALLEL. To ADJACENT PAVEMENT. LT 218 26 LIZARD'S TAIL SAURURUS CERNUUS SPt 2e OC PW s72 8o PiCKERELWEEo PONTEDERIa coRDATA spt 24" oc ,z.. THE TOP PORTION OF THE ROOT BALL 7, 4" SAUCER WILL BE OUTSIDE OF BACKFILL. SF 126 is VARIEGATED ACORUS CLAMUS SPi 24' OC SWEETFLAG 'VARIEGATUS' 8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. SR 218 26 BLUNT SPIKERUSH ELEOCHARIS OBTUSA SPi 24" OC 9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND MULTI -STEM SS 168 20 SALLOW SEDGE CARER LURIDA SPi 24" OC TREES. TS 462 55 TUSSOCK CAREX STRICTA SPi 24" OC SEDGE 'BOWLES GOLDEN- 10. SET TREE IN VERTICAL POSITION PRIOR TO STAKING 100' LITTORAL SHELF TYPICAL PLANTING N.T.S.(13) CHAIN -LINK FENCE N.T.S. 9 TREE PLANTING ON SLOPE N.T.S. 1 i 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828-1876 FAX 919.828.1877 WWW.CLARKNEXSEN.COM CONFORMED PERMIT SET �10nn1111", r DSC4; - -- 1�. t3 t•O o SE W Cn :cr No. 1414 D pGato3 0/29(/ 1-5 Col es Stone Shaping the Environment Realizing the Possibilities �iii.� 1..{.1 Z w W Cr) W V O ®. T� i) Ci) ' (i..i�.1 1 � Oo Z w CD (DZ Q J O Z W 0 Q0 w W ®U O _ z t Z � r LL Z 0, M o Z)O Z t3 � < Z tW ! Q O 04 < Lo L-0 wvo0M^o I DO W E- 0 O C� g pv Qm U Z M -cU) z ACCESSIBLE J RAMP, SEE DETAIL 5/LS501 RAMP, 'L 501 HEATT TABLETOP PAVING r / PROPOSED CONCRETE SIDEWALK. SEE DETAIL 4/LS501 ACCESSIBLE PARKING SIGNAGE, SEE DETAILS 16 20/LS501 TC 33*46 BC 39.96 TIE CURB TRANSITIONPEDESTRIAN CROSSWALK SIGN,T. INTO EXISTING CURB. MATCH LOCATION AND ELEVATION, TYP. 32. 33.4-4 2' WId.E TRURRNCATED DOMEPAVEBAD, HEAVY DUTY CONCRETE TABLETOP RAMP HEAVY DUTY ASPHALT TABLETOP TRANSITION; 4SEE DETAIL 22/LS501 33.4 ILLUMINATED BOLLARD, Bo BOLLARD, ISIS FOR SEE MEP PLANS FOR DETAILS S LT HEAVY DUTY ASPHALT TABLETOP THERMOPLASTIC HIGH VISIBILITY PAINT AT P CROSSWALK, TYP. TIE CURB TRANSITION INTO EXISTING CURB. MATCH LOCATION AND ELEVATION, TYP. EXISTING CURB AND GUTTER SCALE: 1"=10' 71'/� 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828-1876 FAX 919-828-1877 WWW.CLARKNEXSEN.COM CONFORMED PERMIT SET ,p\' �AORT& .. ......... DSCZ '. NO- f SEALw No 1414 C 07/29/15 ColeJenest & Stone Shaping the Environment Realizing the Possibilities w 1-- Z w U) w (D 0 —j 0 Z w CL Lr) 0 6 Z a(N (D (D z < w OZ w 0 Q0 w®'ti W w 0 a: C:, -17 ZI V- 1-- u- '- ctf Cr) 0 Z 0::) Z W C) a- Z - :E<Z< 0 CN L.i Q 9 Z Lo LO Z w 0 0 0 C'O 00 LL M 9 Z 1 > w C> 0 CL O 0 < Z T(Y—) wo Z' E KT� CN NO: 1602 DATE: 07.29.2015 REVISIONS No. Date Description "-".'7CE1VE SITE PLAN BLOW AUG 0 3 2015 UPS Elf" L "3 Apse z VICINITY MAP N.T.S. SURVEY DISCLAIMER TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY \ \ \ \ ISSUE DATE FE8RUARY 11, 2013. PROVIDED BY BOB M. / \ \ , 1941 CHESTNUT SL WILMINGTON, NC 28401, 910-763 , LEGEND VD \ \ SYMBOL DETAIL EXISTING CONTOUR -/- / 00 EXISTING INDEX CONTOUR -/- PROPOSED SPOT ELEVATION / PROPOSED CONTOUR -/- h� WETLAND LIMITS tea' \ SEE ARMY CORP OF / �a l �00 PROPOSED INDEX CONTOUR -/- ENGINEERS DETERMINATION f LETTER (SAW-2012-02036) / AND ASSOCIATED SURVEY PROPOSED gTORM pRAIN INLET \ ' SEE CIVIL DRAWINGS -/- \ NOTES: - - , TRANSITION TO 1. ON -SITE BURIAL PITS REQUIRE A PERMIT. / I EXISTING GRADE ( ✓ — — \ AT 3:1 MAX SLOPE 4 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. \ \ / 2 _. \ ` 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A V. � � � Iij3 FINE. L-------- '`, /- 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE a +� COORDINATED WITH INSPECTOR. FFE .34.° 4 �7 — �•• `- 5. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED_ T�•6. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN \e�\N" �AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD ak ,� t CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE `34� OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY a \ 32 o TRANSITION TO 3 34 EXISTING OWNERS. GRADE 1 a ti AT 3.1 MAX SLOPE 7. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL \\`. MAINTAIN 'A MINIMUM OF 0.5% SLOPE ON THE CURB. y \ 8. THE CONTRACTOR .SHALL MAINTAIN EACH STREAM, CREEK, OR 4 y \ \ \., „r •,. n o i', Pr I ` SHALL FROM DEBRIS, LOGS, TRASH, UNwANDOTHER ACCUMULATIONS. CHANNEL IN AN UNOBSTRUCTED CONDITION AND o .,;_o \ .., w 9. ANY CONSTRUCTION OR USE WITHIN. THE AREAS DELINEATED AS 1gr 4 � ='-i! a .,, 4�,,;;. ,'� , .: `\l`• FLOODWAY DISTRICT FRINGE BOUNDARY. LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY IN I T T 7H D S ELINE S SUBJECT 0 E ,.* . s RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS. .,`� 5 , � ..w.. t„�£. .^x i:, 2 .,ic...: "~kS _.: �`�Qi"Q��� p�,J����N±�j,. r. _ _ ,� �r� � 10. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS _ <-'-, ,(}�SHALL SLOPE AWAY FROM BUILDING(S) AT 2.0% MAXIMUM. r : FFE 35 �. . #: ... 20 !0 1L CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS .BEFORE .., _- yam.. ,•'¢ .,..?;`E. x zS „, e.a? -.:. r�'_=�€ -, , ,. n.. ^s.'.t k �''"', ► _ <i ONSTRUCTO I N �_:.�'. „ r t�� •. , .-.- . t :,.., N 12. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR WETLAND LIMITS SHALL COORDINATE WITH A GEOTEHNI AL ENGINEER ON THE e'S SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER. o FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED / _ I _.. ,_ = -- - r • 1 TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN 1 _ "s, 0 2/0 2% {Y `` •� S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S / :1\'x 1� 1 F , RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE 1 ` ; ' �cSQ INSTALLED IN A BENCHED PATTERN. 13. THE USE OF ON -SITE SOILS, USE OF IMPORTED OFF -SITE SOILS, WASTING OF ON -SITE SOILS, AND QUANTITIES REQUIRED ARE TO }} CS 4 � � ,_. , — — --•,—. = — — — — — ,� tRO ACHIEVE THE PROJECT DESIGN GRADES AND ARE SUBJECT TO PROPOSED STORMWATER BASIN ,;, - CIA `;;�� � THE CONTRACTOR'S MEANS AND METHODS. THESE ISSUES SHALL SHOWN FOR REFERENCE REFER TO I 31 ' � �, ;.� � � c: � - _ .��: -' `" - o : x-' BE ACCOUNTED FOR BY THE CONTRACTORS .BIDDING THE SHEET CG102 AND CG105 FOR — - REPLACE / � n �'1 ,'.��.;` ; ". -` -" �� �''' � y'%" PROJECT. THE USE OF IMPORTED OFF SITE SOILS TO CE CONSTRUCTION AND GRADING / N � OTHERWISE _SUITABLE ON SITE SOILS WHICH MAY BE M x I 2% / 2% EXCESSIVELY DRY OR EXCESSIVELY WET AT THE TIME OF m �a z i, ! F \ 1 t z?' CONSTRUCTION IS ACCEPTABLE, BUT IF ELECTED BY THE PROPOSED TELECOM1 -.-��3 , -!- 'ta � - �'K��- „!�,� CONTRACTOR, SHALL BE INCLUDED IN THE CONTRACTOR'S BID' { ^� i'; ? CONDUIT, SEE MEP AND SHALL BE PERFORMED AT NO ADDITIONAL EXPENSE TO THE $ c ? iiti . PLANS FOR _ L- OWNER. DETAILS �r 14. PROJECT SITE FALLS WITHIN THE LIMITS OF A ZONE A FLOODWAY AS DEFINED BY FEMA. FLOODWAY ELEVATION OF 33 PER FIRM MAP NUMBER 3720323100J (CID#370168, PANEL 3231, �Y _1 { 1:10 SLOPE ".; y SUFFIX J _ na. ) `` st 22 Tc•.v .GCE .�. �R<.•• ��c >. r o, D SEA I „r i w _ 34355 _ 32 — --- A' !Nti 32 —30 y, 31 TRANSITION DOWN .� t+ s r-._ 7 <..s i _ -, v.S ;:: ! 30' STORMWATER PROFESSIONAL ENGIN R A 4REFERS1ONLY TO -, ', - __ ---- �-;- -':� _ _. _ � __. _ _ _ ._ _ _ � ,} } :, ,,.; .:;-; TO EXISTING GRADE r j �_ �"e��ENGINEER SEAL 03 355 as EASEMENT ,,� 5 SLOPE MAX FL CERTIFY 23 \ "yy ! U AT 1: x EAS ENT { FLOODWAY ELEVATION ONLY AND DOES NOT _,. U . H _ r_d' z �. _ <�?. -__-, .__ ._. __ - :. _ •.-- rn �. -_ _:L.�_._ r___ �.— ----"'.__ , ,h� wus :� t �- � TYP.'GRADING OR UTILITY INFORMATION. Jf' ..,-., :... ' .-.._..____ _.__...._ ____-_ -_____ _-.__.�. ______ _._..._._. _ tee., _.,.._.-,., - r _,:,- �:r,.t -3s' �' _.. _, ., _ �, _, - - . 3; FILL DEPRESSION AS x f c --31_ z,r , 7. "' ` _. .._ �. ", ,�, 3nNEEDED TO CORRECT >. - -. _._.__,.. ..-._..__._._. _...-_----- ___ .,-�-,_ , , ,.:: _. „ _ _�. ...__, _-�... _ - --___-_..._ __ .. --- ~>-� �___.. DRAINAGE r C? _.. z ' _ _ 1 3 Id ,� "., _ ?��t< "'� 1 �:,,•''�� PROPOSED GRADES FOR FUTURE BUILDING PADS I x TYp ., r , Q 0Ag 11 - P 1 ;� vI NOTES SEE SHEETS CG101 AND CG501 FOR DRAINAGE AND DETENTION � (F H sc rg § r [{ d 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828.1876 FAX 919,828.1877 WWW.CLARKNEXSEN.COM CONFORMED PERMIT SET NOR ik ON & S� r'�pT1DSCAgF or `W. VSEAL_(n w No. 1414 c�> y= 07/29/15 StoneColeJenest Shaping the Environment Realizing the Possibilities W Z W U Cn w V Ott J '�! (W� C� 0 0 O ® 00 LLI CV (D (D z Q W O, W J J _0 Q U W_ 1J U W Z O Z 1 c r G r C4e). cc 0 G Q=C] z W Q Z U �O Z <C -titto �- UL _cam � z o =_ ...,._ W C) 6- ry Q coU ZciS oz SCALE: I n=4Yr 0 _ 20 40 80 CN NO: 1602 DATE: 07.29.2015 REVISIONS No. Date Description OVE©LL I \,-%M ,f 15 AUG 0 3 20155 ` GRADING PLANri €3Y. N ()R VICINITY MAP N.T.S. SURVEY DISCLAIMER TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M. JONES , 513 CHESTNUT ST. WILMINGTON, NC 28401, 910-763-1941 c� WETLAND LIMITS .ARMY CORP OF LEGEND ENGINEER DETERMINATION 7 LETTER (SAW-2012-02036) SYMBOL DETAIL AND ASSOCIATED SURVEY SEE SEE ARCHITECTURAL PLANS FOR SPRAY EXISTING CONTOUR WASHING STATION DETAILS. ... ....... 34.50 34. 100- EXISTING INDEX CONTOUR TRANSITION TO EXISTING GRADE L AT 3:1 MAX SLOPE PROPOSED SPOT ELEVATION 34.50 340 _24-50t PROPOSED CONTOUR .00 00 PROPOSED INDEX CONTOUR 34A 0 133.80 Aj 2%� 34.36, -- 0 112% 1 3 a-- 33.29 A,� -34.-3ts 34.38 PROPOSED STORM DRAIN INLET CG502 TIE PROPOSED CURB -32- vAN' AND GUTTER INTO 2 3 x 74� PROPOSED TRENCH DRAIN CG502 EXISTING ELEVATION 3 .02 4 AND LOCATION TIE PROPOSED CURB AND GUTTER INTO 33.95 33.45 34.10 EXISTING ELEVATION TRANSITION TO EXISTING NOTES: ON AND LOCATI GRADE AT 3:1 MAX SLOPE 33.85 SEE SHEET LG101 FOR GRADING C 3 0 34.40 /11 FLUSH CURB AT NOTES 34.60 34.50 34.50 34.4d`k\ BUILDING FACE 34.4 0 4 40 SEE SHEETS CG102 AND CG105 34.40 ;4.40 �`34.40 ..v STOP BAR, TYP. 34. 0 0 r 4.60 3�.17 I'- I --- FOR DRAINAGE AND DETENTION 4.8 34 98 341? 34.98 rl\ [34.9' 3 34�83 34,83 34.83 0c; 'o,', < 34.83 33.8 'n. N!" A- 7 u 5 34.60 �140 Z,_ p, �34.83 k J� 4V sr 0,1"i"ST K K'Z� 34-.30 3 . 4�98 15% 34.40 EOP 34. 2 ,L4 q -34.29 440 N�K 41 ng N�<- jAi. '34.83 '34.98 34.5; 2% EDP 34. 34.20 33- REM' A, R, HIP 34.48 TC 34.90 BC 34.40 3.4 2% 2-1 3425 M ";'50F 0F\,CRAIN AND 51M 5k 34 98 TION NF RK LOCA R Mq IT EqJIPhIENT NTH 33.4:4 CVIL .53 L ENGINEER 4. 7 '3 �i OP 3' 6 34.53 'A vs� !34.00 rC 34.90 G 0 BC 34.40 --------- -3116 2 TC 34.7": BC 34.77 % f -4 32 TC 34.8Z BC 34.33 �2% 2 33.5 2% ROOF/DRAIN, SEE 4N 34.43 34.52 CIVIL PLANS FOR DETAILS, TYP. TAPER CURB TO TC 34.71 BC 34.22 FLUSH IN 11 3338 5�, C 32.88 X: �113 -- - ------- v CONFIRM FINAL 200 LF TRENCH GRADES IN THIS ho, x DRAIN RIM AREA WITH GATE INSTALLER AND n- ELEVATION=34.00' SEE CIVIL DRAWINGS LANDSCAPE J) j ARCHITECT. 1", v EXISTING CATCH BASIN FOR DETAIL t2 t2% ELEV 32.64 % IN 0, j 33.4 -'35.00- 0 35.00 35.0 x X - X X k x I -S 10" 7�, SLOPE DOWN TO 3-4�O Ll 1:10 C0 C�) k 3 PROPOSED GRADES FOR TIE INTO EXISTING FUTURE BUILDING PADS CONDITIONS TYP. 9- HI -V J g-, ---------- > V -0 2-9 30' STORMWATER ,b EASEMENT 33 A u c) -28 T < -7 . ........ . 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919,828-1876 FAX 919-828-1877 WVVW.CLARKNEXSEN.COM CONFORMED PERMIT SET I�Ao ro 0 ci Sm No. 1414 0 103 CA A. % In I IWO 07/29/15 ColeJenest & Stone Shaping the Environment Realizing the Possibilities z C) 0 -j 0 z a: C) w Lo (D 0 c) z 0 "t _j 00 w (D 0 z Of w 0 Z Lu 0 0 :2 13� w D < w 0(-) U.1 z < LL co 0 Vj z Z 0 W EL Z z 4` 0C<4 9 Z F- to z Lr) C) w CD (D 00 < E 00 LL Z 9 �03 C.. > W it CL U) 0 00 c) z cy) (1j)) Z(-) SCALE: I"=20' "MENVI��� 0 10 20 40 CN NO: 1602 DATE: 07.29.2015 REVISIONS No. Date Desciiption --"'�CEIVE GRADING PLAN AUG 0 3 20fi 'IS ff 's ff of / ` @ _ 1 0' x y \` VICINITY MAP N.T.S. 1 1\ SURVEY DISCLAIMER TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M. l / JONES, 513 CHESTNUT'ST. WILMINGTON, NC 28401, "F 910-763-1941 v0. \ 4 TIE PROPOSED CURB _- ___ -._ ...._____ ------ LEGEND \ AND GUTTER INTO SYMBOL DETAIL \ ` EXISTING ELEVATION AND LOCATION 1- r \&� EXISTING CONTOUR -/- -' - - nfth \ - - \ EXISTING INDEX CONTOUR - - i PROPOSED SPOT ELEVATION71 - • l x�' g� ` \0� r1 k PROPOSED CONTOUR -/- rl mg PROPOSED INDEX CONTOUR -/- s � EXISTING STORM v MANHOLE ' p 33.04z f ELEV = 33.33 i g I RQf �SED DJILLJ WQ r i ® PROPOSED STORM DRAIN INLET C0502 E 3J Q-A / -- �- 33.36 < t _--�� 33.04 RIM WETLAND UMITS NOTES SEE CIVIL/STORM \ , ka 6" TRANSITION TO PLANS FOR SEE SHEET LG101 FOR GRADING \ FLUSH CURB, TYP. N RM LOCATION ROADWAY DRAINAGE TC 3.48� OF F`•. AIN ANDS NOTES IT APMEN WITH 8C 32.96� a, } TC 33.88 �. VIL ENGINEER 4 r i� BC 33.38 34.04 HP 33.48` - ` SEE SHEETS CG102 AND CG105 _ FOR DRAINAGE AND DENTENTION 0 .. TC 33:50 TC 33.82 , TC C.3300 BC 33.32: 3 .34Ld u... a _ 11, 3 �� _D TC PROPOSED STORMWATER / - ; , BASIN FOR REFERENCE, f x 032.72 23 51 , SEE SHEETS CG102 ANO C 3 .3 {t CC105 FOR CONSTRUCTION / l XISTING CATCH BASIN ELEV = 32.57 M N7 SEE SHEET CG102 AND w.1 ' f ! t N CG105 FOR CONSTRUCTION - I _ r I q r i I SLOPE SIDEWALK TOWARDS CURB AT 2% MAX, TYP - _ t' _ X i X Pi 14 --r a BC 34.64- / 34.42 � 34.10 a 4.1 SLOPE, TYP. n 1 r Ll y w �;'> •t - ._.; SLOPE PLANTED AREA, AT 2% TOWARDS CURB C„ PROPOSED STORMWATER jl FOR DRAINAGE, TYP. i BASIN 111 E N1 ./� u 22 23 Ka i 24 25 26 p pl F 1 i -7 p � y r, 28 PROPOSED SEWER PUMP. 1, <Y 32. H SEE CIVIL PLANS. 30e t '�I 6" TRANSITION TO 0. FLUSH CURB, TYP. 1 BC 33.47 32 TC 33.97 «-,, : J :> „�:=;ems L2,'x-=. � • f'"_ a .. 30 STORMWATER EASEMENT ,_, 33 33.32 C 33.3 TC 3 .82-_TC_=81hl­ - 1�- __ ---------- -� EXISTING 30" RCP ' �� INV = 27.04 } EXISTING 30" RCP r .. _.. ! - INV = 27.12 rj - _..._._ LLJ _. - - r -{ _._ n -y n •-...,re»r.:e.z_.-.,.-� .. c^..e_...rc ®.__v.Yva-gym.-...-vxu`a'<mxruaws%wsssz.---.v�_.® ��_.-_._._,a_- n / V J y t - W I {. t �}} EXISTINGvCH BASIN 0 LA G _.. L EXISTING CATCH BASIN j i ELEV = 31.28 .S j 1 , I . rit� _ ,.,.___._..__._...._ � _q, .��, `--._...,, ''`gym ~�'"`� ,./ .: ""� 1� 1 '� T ry 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828-1876 FAX 919.828.1877 WWW.CLARKNEXSEN.COM IIIIIIIIIIIIIIIIMI CONFORMED PERMIT SET W o 'cn ® w No. 1414 D `o-toa �Q ' yt `O CARC;: '� �� ��'• i9� y`J O 07/29/15 _ ColeJenest Stone Shaping the Environment Realizing the Possibilities w: - tW V V _j Z t3: W (D -O o O � LLI N (D w z J-Z O < Q Q W F- �C) - W 0 z = o Z t e-- < L.L 2 c Q ® Z ®._ � W U CL Z Q U(LGlri� ® W +- o. fl= �Oo.,_o0 <k U Zc�S �z SCALE: 1.1=20' 0 10 20 40 ' CN NO: 1602 DATE: 07.29.2015 REVISIONS No. Date Description PIECEIVE 7 GRADING AND 3 ,y DRAINAGE PLAN 5 ULVE 11 LF PROPOSED C RT -29 SEE DRAINAGE PLANS 125 LF PROPOSED CULVERT SEE CIVIL PLANS FOR ROAD IMPROVEMENTS FOR DETAILS "'4 r�f�'jv Pe SEE DRAINAGE PLANS GRAM FOR DETAILS LOW . ..... HQ_ __H HO Fail .......... 7 SIDB UR Y R I A N S; AT&T jth,� P4' A TolleT FDOS7' A mw j;?- 4 -0 fn: t MINIMUM IX7 711-1-- CLEARANCE FROM A . ...... _498- 27-= zzL 577Z�55,- _77 -2- 77"' OR ANCHOR GUYS '4"' A E)OISTING POWER POLES -X-X-X- X X I X x X CUP "up x I I I "I t I / * E � j)R HO FIELD VERIFY NO GRADING WTHIN,,,, 25' OF TOWERS 'xj c] 140 P )r AD R9 —4t N 2% 2% A- X SLOPE VICINffY MAP N.T.S. t2% MAINTAIN EXISTING FINISHED GRADES WITHIN UTILITY > SLISNEY DISCLAIMER 13 __4 I � i - 'A I 1 1, EASEMENT TYP. 1111"IZZ "I Z ... 1. /A�^Ll I AKIM �f lMt�� _1Z> 0 IN. 4a> IN, %44% IN, +2 , lv� \V X/ w0m I f, 0 0 r IJ 11, 2 0%/c m /1.5% _1­ _L_ I I � LEGEND SYMBOL DETAIL LIMIT OF TRANSITION LINE EXISTING CONTOUR 27,65, E3 0 EASEMENT it CONTRACTOR TO TIE INTO E QSTING GRADE VA INV WETLAND LIMITS 2Z9g, 2% OF 4:1 OR LESS SEE ARMY CORP OF 2% ENGINEERS DETERMINATION 100 EXISTING INDEX CONTOUR - LETTER (SAW-2012-02036) AND ASSOCIATED SURVEY L i? 10D.00. It PROPOSED SPOT ELEVATION JA . ... . ..... PROPOSED CONTOUR Li J, Tj 0 PROPOSED INDEX CONTOUR i4 %i T TT- I I 0- -1 Ll PROPOSED STORM INLET CG502 CON+ACTO TO lit 1 10 tAl TING GRACE 11111111 A &Opt" 11f 11 wo POSED STORM PIPE CG502 PRO Z70, f OF 4 1 CIN I SS 4-131me I P", 0'0�� 10 PROPOSED 4" PVC UNDERDRAIN ASSUMED CELL f0WEk PROPERTY LINE, TYP. i KII C5 0- 3: 1 1 w I I—_ a N� 13 _2­7 1 ON -SITE BURIAL PITS REQUIRE A PERMIT. FINISH GRADE AT ------ 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE /��SIDEWALK TO MATCH T.O.C., TYP. CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL /A PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. _29 1110VIER 'jv Dy CONC 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR. 1:3 M M I I AIIUNZ:) SHOWN AT CURBLINE ARE BOT1 M OF CURB ELEVATIONS. To W" TOWER r__ CON AC TO 6. ALL ROAD IMPROVEMENTS AT SIDBURY ROAD SHALL BE COORDINATED WITH 1. EG f -'%, j 11E NTO IS VO SEE ARCHITECTS 0 3� 1 THE LOCAL ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. GRA E VA A SL�P, i PLANS FOR ChWJV FENCE OF 1 OR LESS FOUNDATION WALL! r-T-7 � % 7. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. 0 L1_6L_0_c__j A MAINTAIN POSITIVE I 8. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO DRAINAGE AWAY =jj GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE FROM TOWER LEGS GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE '5 CELL TOWER, T T AFFECTED PROPERTY OWNERS. 1r1qr - - ___1" J� N., IC2 0 cl 9. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A 29 bmv, MAINTAIN POSITIVE 4- DRAINAGE AWAY 1 0 C3 MINIMUM OF 0.5% SLOPE ON THE CURB. FROM PAD OF CELL -3 TOWER, TYP. 10. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. N. 7 A 'Nt� 11. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH IN, VEGETATER�AJIREA, CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE MINIMIZE GRADING IN -28- TYP. AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. 4�1 30' STORMWATER' ff EASEMENT \< CENTER1 OF 12. ANY CONSTRUC71ON OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY _2!5 TRANS171ON LINE DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT SLOPE SID� 0 0 /DITCK AT 27% m c) EASEMENT BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY m REGULATIONS, 03: C3 A7 C�� ft6 13. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE I c� P, -OF-WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT 2: RIGHT i M 0 t�6 PRIOR TO INSTALLATION. Af OD 14. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM BUILDING(S) AT 2.0% MAXIMUM. 15. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION. lj� N 16. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS % oc) c W lie PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDA11ONS SET FORTH BY (A 1,63 rm C3 THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S C3 RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN 4V A BENCHED PATTERN. 17. CRANES AND SCAFFOLDING ARE NOT ALLOWED WITHIN THE U11LITY EASEMENT. 4� 5, 18. STRUCTURES, BUILDINGS, MANUFACTURED/MOBILE HOMES, SATELLITE SYSTEMS, SWIMMING POOLS (AND ANY ASSOCIATED EQUIPMENT AND DECKING), GRAVES, BILLBOARDS, DUMPSTERS, SIGNS, WELLS, DEER STANDS, RETAINING WALLS, Ilk, SEPTIC SYSTEMS OR TANKS (WHETHER ABOVE OR BELOW GROUND), DEBRIS OF ANY TYPE, FLAMMABLE MATERIAL, BUILDING MATERIAL, WRECKED OR DISABLED VEHICLES AND ALL OTHER OBJECTS NOT ALLOWED WITHIN THE r TRANSMISSION LINE EASEMENT RIGHT-OF-WAY LIMITS. TRANSFORMERS, f 41f -E TELEPHONE/CABI F PEDESTALS (AND ASSOCIAl D EQUIPMENT), AND FIRE HYDRANTS ARE NOT ALLOWED. MANHOLES, WATER VALVES, WATER METERS, Mo >-;, "I 1� � ­', I 2,� 5 7' BACKFLOW PREVENTERS AND IRRIGATION HEADS ARE NOT PERMITTED. 71 Pop -'0 ATTACHMENTS TO DUKE ENERGY PROGRESS STRUCTURES ARE PROHIBITED. 47 41161 19. AN AS -BUILT SURVEY IS REQUIRED TO DOCUMENT THAT FINAL COND11IONS 11�' 9 /0. czi� ARE THE SAME AS INITIALLY APPROVED AND THAT DUKE ENERGY PROGRESS LINE RATING HAS NOT BEEN ADVERSELY IMPACTED. THE AS -BUILT SURVEY SHALL BE COMPLETED BY A LICENSED SURVEY FIRM THAT HAS BEEN N "A PRE -APPROVED TO PERFORM SURVEY WORK ON THE DUKE ENERGY X PROGRESS TRANSMISSION SYSTEM. THIS WILL ENSURE THAT DUKE ENERGY 'k, E3 PROGRESS RECEIVES CONSISTENT SURVEY DATA THAT DOES NOT REQUIRE SIGNIFICANT EFFORT TO CONVERT INTO PLS CADD FORMAT. THE AS -BUILT N, x SURVEY SHALL EXTEND TO THE DUKE ENERGY PROGRESS TRANSMISSION \' \ I STRUCTURE ON EACH SIDE OF THE ENCROACHMENT. THE AS -BUILT SURVEY /X 31 MUST INCLUDE TRANSMISSION STRUCTURE LOCATIONS AND ALL RE X ;> A TTACHMENT POINTS. 20. THE SURVEYING, STAKING AND AS -BUILT SURVEY OF AET SITE IS TO BE PROVIDED BY A LICENSED SURVEYOR THAT HAS BEEN PRE-APPORVED TO PERFORM WORK ON THE DUKE ENERGY PROGRESS TRANSMISSION SYSTEM. 21. GRADING (CUTS AND FILL) SHALL BE NO CLOSER THAN 25 FEET FROM POLES, TOWERS, GUYS AND ANCHORS (EXCEPT FOR PARKING AREAS, SEE PARAGRAPH 23 AND 24) AND THE SLOPE SHALL NOT EXCEED 4:1. GRADING OR FILLING NEAR DUKE ENERGY FACILITIES, WHICH WILL PREVENT FREE EQUIPMENT ACCESS, OR CREATES GROUND TO CONDUCTOR CLEARANCE �51 $ VIOLATIONS, WILL NOT BE PERMITTED. STORAGE OR STOCKPILING OF DIRT OR ANY OTHER MATERIAL IS PROHIBITED. SEDIMENTATION CONTROL, INCLUDING RE -VEGETATION, IS REQUIRED PER STATE REGULATIONS. # 22. DURING CONSTRUCTION, GRADING SHALL BE NO CLOSER THAN 25 FEET TO ANY DUKE ENERGY FACILITY. W 23. AFTER GRADING/PAVING ACTIVITY IS COMPLETE, DUKE ENERGY APPROVED BARRIER, SUFFICIENT TO WITHSTAND A 15 MPH VEHICULAR IMPACT, SHALL BE ERECTED 9 FT,. FROM ANY DUKE ENERGY FACILITY. 24. THE USE OF ON -SITE SOILS, USE OF IMPORTED OFF -SITE SOILS, WASTING OF ON -SITE SOILS, AND QUANTITIES REQUIRED ARE SUBJECT TO THE PROJECT DESIGN GRADES AND THE CONTRACTOR'S MEANS AND METHODS. THESE ISSUES SHALL BE ACCOUNTED FOR BY THE CONTRACTORS BIDDING THE PROJECT. THE USE OF IMPORTED OFF -SITE SOILS TO REPLACE ON -SITE SOILS WHICH MAY BE EXCESSIVELY DRY OR EXCESSIVELY WET AT THE TIME OF CONSTRUCTION IS ACCEPTABLE, BUT IF CHOSEN BY THE CONTRACTOR, SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND SHALL BE PERFORMED AT NO A\ ADDI-nONAL EXPENSE TO THE OWNER. 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 VW*V.CLARKNEXSEN.COM RECORD SET d w s u 11w 11;�" C-Im V) No�. 1414 q. 0 1A 0 13r, 07/29/15 ColeJenest & Stone Shaping the En ' nment mr Realizing the Possibilities t70923 Melb APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 5��f 9- //-/ 5�- D 16/0 (_ �f - I' Id- w w Z 0 U) w (D 0 .j 0 Z w c:) 111 Z w 00 N (D 0 < ry w Z _j w _j _j 0 C) 0 c) < m W W >- 0 < + F- 0 < Z Z , < W U C) Z 0 C) Z w 0 W Z < 0 (D O� > (=) 0 C'4 Z < cy-) U'.) Z u LLI j 00 C) 9 CO LL 06 Z C1 UJ :2 T- CL c:) i� 0 < 0 0 00 < co c) Z 'c' tI) SCALE: 1"=40' rf""N 0 20 40 80 1 ST ��` O�,p,NDSC,gAC�AO,,,� o-13Bt �•f� W�: v SEAL �Nw No. 1414l� CARa ' '�lP k_ �',L9•�� .fin �..• ! /' �� 07/29/15 C01eJenest & Stone 4(i Shaping the Environment Realizing the Possibilities SCALE: 1 "=20' 0 10 20 40 CN NO: 1602 DATE: 29 JULY 2015 REVISIONS No. Date Description 6 07.01.15 VE REVISIONS SHEET 02 OF 03 EXISTING CONDUCTOR 82 -Z -SEr-cl) ICIPLANS-T- . ...... CONDU .. . ....... EXISTING GROUND ELEVATION 29.6 :2 EXISTING CONDUCTOR = 83.39 ROAD I APROVEMEN 75 EXISTING GROUND-ELEVATI - N� 148. /A/1/ P EXISTING CONDUCTOR .63 EXISTING GROLND-ELEVATION 29.4 EXISTING GROUND E ATION = 2f .1 r.AlaI111W EXIS71NG CONDUCTOR = 78.63 / T, 11 (�� CONDUCTOR 83" 2�, EXISTING ROUND ELEVkTION 29 EXISTING ONDUCTOR 78.63 -, �41'11111 , 2 ' MINIMUM C1 EARANCE M' C/, E ISTING OVER EAD POWER OLES E STING GROUN ELEVATION = 29.3 Z E "STING CONDU TOR = 77.52 o ! i ( EXISTI GROUND) ELEVATION 7 EXISTIN CONDUCTOR = i77 .55 EXITIEXITING GROUND IEL VATIOW= 2S(/O NG CONDUCTOR I 77.60 -77MAINTAIN EXISTING FINISHED GRA4-S`, i SLPE MAX. WITHIN UTILIT'r EASEMENT TYP. igg ir ponomm PHIVrPT SEE DRAINAGE PLANS FOR DETAILS j Nil i 1J9 UNDERDRAIN INV. IN. FIELD VERIFY IV i I i I =NO GRADING WITHIN if 25.85; SEE CIVIL PLANS 25' OF TOWERS FOR CONNECTION OF 29. D 27, UNDERDRAINS TO STORM U DERDR N UNDERDRAIN 5l\ 'T SYSTEM, TYP. I IN. 26 3 INV. IN. 215.94, UNDERDRAIN N� .56 INV. N. 28.25 10% CONTRACTOR TO SLOPE C OJ SUBGRADE BENEATH i PERVIOUS PAVERS AND ASPHALT TO UNDERDRAIN SYSTEM. TI SEE CIVIL PLANS FOR DETAILS, TYP. UNDERDRAIN INV. IN. 26.00 SEE CIVIL PLANS FOR UNDERDRAIN CONNECTION TO STORM INV IN 25.90 SYSTEM RIM 30.67 30.831 ff�II RIM 30.1 0 V :501P. i�.64f -d- A . 1 1 1-7. 30.60 30.60 2% 30.90 30.60 30.20 1% 30.72 3D.42 I .92 30.79 UNDER IN INV. IN. .33 30.48 V % 1 2 III nn 1 69 28.; 8 DIS Ell A U ERDRAIN INV. N. 26.84 23.501 30.0. i 30.�2. 2 2Z� I 30.32 • 30. i "Jif 30.64 # 30 64• 1 30.32 30,39' 29.1 UND E RDRAIN INV. N. 28.15 UNDDRAIN UNDERDRAIN 6.50 i 11`VV RC' 98.26 HP INV. IN. 2 INV. IN. 28.11 2 7, El 0 ID CONTRACTOR TO SLOPE SUBGRADE BENEATH PEROUS PAVERS ND ASP F ALT TO UND E RDRAIN SYSTEM. SEE INIVIL PLANS FDR DETA LS, TYP., 90' 21141 UN E ERDRAIN INV. IN. 27.96 I29.62 LIMIT OF TRANSITION LINE EASEMENT UNDER 9.09 INV. 9'IiA51 %0 WETLAND LIMITS SEE ARMY CORP OF UNDER[ RAIN ENGINEERS DETERMINATION INV. IN, 25.80 LETTER (SAW-2012-02036) 27.98 i AND ASSOCIATED SURVEY 29.28 It UNDERDRAIN 2 INV ,3jN. 27.74 2 2&22 7 00o r UND RDRAIN 27.14 HP INV. IN. 27.96 29.62 g 7a4Z 4NDE RDRAIN V. IN 26.33 rn 29M UND E-RDRAIN I OT INV. IN. 27.96 � k l l 28. &42 29.62 2 .46 a0 .� � l ' Ej I ! "A - UN ERDRAIN CON C IN IN. 25.80 PAD UND -RDRAIN INV. IN. 27.96 �ND RDRAIN INV. IN. 26.34 HP UNDERDR� IN UNDERDRAIN INV. IN. 5I 29.50 HP. .91 I INV. IN. 27.96 0 2&50 29.621 �28.-'D 28.43 11 29.26 A- 0 UNDERDRAIN INV. IN. 25.80; SEE 1 29.4 27. CIVIL PLANS FOR N3 CHOKiNnNroEnCpAOwN cOFn STORM SYSTEM, -44P TYP. . ... . ..... 2&38' 10 UND ---RDRAIN I INV. IN. 27.96 28 30 28.44 € /i # e / Jjjj ( i HP 0 UND -RDRAIN E3I INV. IN. 27.96 iii 26.30 28.44 CON ACTOR TO OPE SUB RADE BENEATH if PER OUS PAVERS AND ! f ASP ALT TO 27s UNDERDRAIN INV. IN. UND RDRAIN SYSTEM. jl 25.80; SEE CIVIL PLANS SEE CIVIL PLANS OR FOR CONNECTION OF J DET kILS, TYP. WUNDERDRAINS TO STORM SYSTEM, TYP. 29.62 29.26 1 (# UNDERDRAIN INV. IN. 27.60 � I .22 E:1 if 1 4:1 SLOPE MAX. ,TATE 4U IN N VICINITY MAP N.T.S. SURVEY DISCLAIMER TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY- SURVEY ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M. JONES, 513 CHESTNUT ST. WILMINGTON, NC 28401, 910-763-1941 1 LEGEND SYMBOL DETAIL EXISTING CONTOUR --100,-, EXISTING INDEX CONTOUR 100.00- PROPOSED SPOT ELEVATION PROPOSED CONTOUR tOp PROPOSED INDEX CONTOUR N PROPOSED STORM INLET PROPOSED STORM PIPE CG502 PROPOSED 4" PVC UNDERDRAIN PROPOSED V-6" CURB & GUTTER 1/LS501 PROPOSED V-6" FLUSH CURB 21AS501 NOTES: SEE SHEET LG101 FOR GRADING NOTES SEE SHEETS CG102 AND CG105 FOR DRAINAGE AND DETENTION 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 WWW.CLARKNEXSEN.COM RECORD SET N.................. & 0 LSEA 0 0-1361 I Or Lu Z V) Lu NO. 1414 "rill. ►%%%t 07/29/15 Ad=� lwmh. ColeJenest & Stone Shaping the Environment Realizing the Possibilities ^100 LL. w Z w 0 U) w t r% k.I 0 .j Z 3: 0 w t r% L0 c:) 4---r Z w 00 0. 0 :.) r% N k(D < f%.40 w Z LL. w 0 C) 0 u < Or- LI W o < + C) 0 Z Z w 0 (/) a) 0 C) Z 0 OZ 2 Z < 0 Z < < cv) c? LO 0 w LL - 2,? Z C:) Lcr,)) 00c) 0 T- 06 c) 0 CN * < 0 . 00 00 c) Z qt C,/)) (Z-) SCALE: 1"=20' KT� 0 10 20 40 N75636'06"E 168.73' TIE TO COLUMW�-­_ GRID C-1 COJVC FOUAQAO?�'V4W ADJACENT N, PROPERTY LINE 26' WIDE FIRE ACCESS ROUTE INN, . .... vyr-ILMINIV Limilla A SEE ARMY CORP OF ENGINEERS DETERMINATION 1%b LETTER (SAW-2012-02036) �171 AND ASSOCIATED SURVEY IJ Li 17=7 7 7- S64- 28' 25.32"E Aa 77-�7,� PINK Ilk% ADJACENI PROPERTY LINE Pr S, LIMIT OF IfV10 TRANSMISSION LINE EASEMENT �zl T PROPOSED I ASSUMED Ti SIDEWALK CELL TOWER PROPERTY LINE 7- -7-7 % J4 =41' EXISTING CELL TOWER 82.25' AND ACCESSORY BUILDINGS LOCATED ON INTERSE� ON OF Al AND 21 CFCC OWNED PARCEL LL TOWER 16. ASSUMED CEI NCE- PRO -%fX CHAIN UNK PF PERTYLINE r_7x Q GENERATOR/CHII I ER G I BL-21-1-j E� ENCLOSURE, SEE CrYwo 4 /A ARCHITECTURAL PLANS Z�� FOR DETAILS. -------- . .. ....... DRIVEWAY WIDENING TAPER RADIUS PROPOSED ROAD EXISTING GRAVEL DRIVE IMPROVEMENTS AT SIDBURY ROAD. SEE CIVIL PLANS FOR CPA VEL DETAILS DRW I M4 a SM�IJRY ROAD S.R. 1336 (60' RIW) TIE TO COLUMN GRID H-1 N750,32'42"E 532.44' INq SYMBOL PRODUCT SPECIFICATIONS QUANTITY 6"X12" PRIEST BRICK PAVERS TRADITIONAL CONCRETE PEDESTRIAN COLOR: CREAM; FINISH: TUDOR 132 SF PAVERS HANOVER ARCHITECTURAL PRODUCTS 5000 HANOVER ROAD HANOVER, PA 17331 ADDITIONAL MANUFACTURERS: UNILOCK-SERIES 3000, PAVESTONE-HOLLAND STONE 3" THICK 4"X 8" PRIEST BRICK PAVERS TRADITIONAL CONCRETE COLOR: CREAM; FINISH: TUDOR 748 VEHICULAR SF PAVERS HANOVER ARCHITECTURAL PRODUCTS 5000 HANOVER ROAD HANOVER, PA 17331 ADDITIONAL MANUFACTURERS: UNILOCK-SERIES 3000, PAVESTONE-HOLLAND STONE 4"X9" PERMEABLE PAVERS PERVIOUS VEHICULAR COLOR: CREAM; FINISH: TUDOR 18,960 SF PAVERS HANOVER ARCHITECTURAL PRODUCTS 5000 HANOVER ROAD HANOVER, PA 17331 ADDITIONAL MANUFACTURERS: BELGARD-AQUA BRICK 4, PAVESTON- FRIORA 1" to 3" PENNSYLVANIA RIVER ROCKS RIVER COBBLE MIKE'S STONE AND MULCH 3,038 SF 6512 CAROLINA BEACH ROAD WILMINGTON, NC 28412 ADDITIONAL MANUFACTURERS: BIANCHI BRICKYARD, SCOTT STONE ILLUMINATED SEE MEP PLANS BOLLARDS 14 DUMOR 400-36 SERIES (ARGENTO - DARK GREY) REMOVABLE BOLLARDS DUMOR SITE FURNISHINGS 19 P.O. BOX 142 MIFFLINTOWN, PENNSYLVANIA ADDITIONAL MANUFACTURERS: FAIRWEATHER B-2 4% COLUMBIA CASCADE COMPANY 2190 DOM TOP METAL BOLLARD DUMOR 400-36 SERIES (ARGENTO - DARK GREY) PERMANENT 0 BOLLARDS DUMOR SITE FURNISHINGS 8 P.O. BOX 142 MIFFLINTOWN, PENNSYLVANIA ADDITIONAL MANUFACTURERS: FAIRWEATHER B-2 W', COLUMBIA CASCADE COMPANY 2190 DOM TOP METAL BOLLARD ACCENT SEE MEP PLANS SITE LIGHT 12 POLES NEOLIVIANO 69" BENCH VOTH BACK BENCH 7 LANDSCAPE FORMS 431 LAWNDALE AVE KALAMAZOO, Ml 49048 ADDITIONAL MANUFACTURERS: DUMOR-BENCH 98, EQUIPARC-EP 1650 IPE-A CHASE PARK 36 GAL. SIDE OPENING TRASH TRASH/ RECEPTACLE BY LANDSCAPE FORMS. 3 RECYCLE RECEPTACLE ADDITIONAL MANUFACTURERSMUMOR INC.-RECEPTACLE 158, vICTOR STANLEY PAIRS STEELSITES SERIES, NSDC-36 LOT OR PARKING AREA TOTAL# OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL# ACCESSIBLE PROVIDED REQUIRED PROVIDED REGULAR WITH 5' ACCESS AISLE VAN SPACES WITH 8' ACCESS AISLE AE&T 119 123 4 1 5 HEATT 26 22 1 1 2 GRAND TOTAL 145 145 5 2 7 Point Table Point # Raw Description Northing Easting 1 LIGHT POLE 211386.7409 2338406.8064 9 LIGHT POLE 211311.8173 2338833.1956 2 LIGHT POLE 211358.5751 2338488.3411 3 LIGHT POLE 211353.6737 2338529.3682 4 LIGHT POLE 211397.2455 2338518.1211 5 LIGHT POLE 211162.4524 2338282.9313 6 LIGHT POLE 211202.0022 2338302.2119 7 LIGHT POLE 211241.5520 2338321.4924 8 LIGHT POLE 211255.4392 2338846.9137 10 LIGHT POLE 211421.4716 2338805.3209 V, Point Table Point # Raw Description Northing Easting 11 LIGHT POLE 211490.4266 2338789.3246 12 LIGHT POLE 211 W.4875 2338772.9165 13 LIGHT POLE 211615.5154 2338756.2835 14 LIGHT POLE 211601.5045 2338833.9841 15 LIGHT POLE 211541.3213 2338849.5153 16 LIGHT POLE 211480.0444 2338864.6378 17 LIGHT POLE 211366.5114 2338893.5297 18 LIGHT POLE 211293.5276 2338912,1027 19 LIGHT POLE 211241.0221 2338925.4643 20 L I G H T :P:0:L::Ej 211187.6434 2338938.94 Point Table Point# Raw Description Northing Easting 21 LIGHT POLE 211220.4434 2339003.9909 22 LIGHT POLE 211277.7503 2338989.0077 23 LIGHT POLE 211335-9130 2338973.9979 24 LIGHT POLE 211386.1645 2338961.0298 25 LIGHT POLE 211445.6637 2338945.6652 26 LIGHT POLE 211548.4344 2338919.1536 27 LIGHT POLE 211609.0208 2338903.5183 28 LIGHT POLE 211369.2159 2338684.4041 29 LIGHT POLE 211380.2131 2338727.0076 0 LIGHT POLE 211391.2103 1 2338769.6112 SiC,130 N "YC,L () R VICINITY MAP N.T.s. TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY- SURVEY ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M. JONES, 513 CHESTNUT ST. WILMINGTON, NC 28401, 910-763-1941 LEGEND SYMBOL DEJAIL 4/LS501 4, PROPOSED SIDEWALK PR ]/7' N OPOSED ACCESSIBLE RAMP 5/LS501 & PROPOSED ACCESSIBLE VAN SPACE 16/LS501 VAN HEAVY DUTY CONCRETE 2/LS501 HEAVY DUTY BITUMINOUS CONCRETE 22/LS501 VEHICULAR REINFORCED TURF 13AS502 PEDESTRIAN PAVERS 3/LS501 "'X VEHICULAR PAVERS 3/LS501 PERVIOUS VEHICULAR PAVERS 14/LS502 GRAVEL DRIVE 23AS501 RIVER COBBLE 14/LS501 I PROPOSED V-6" CURB & GUTTER 1AS501 0 TRASH RECEPTACLES (D PARKING COUNT BENCH 7/LS501 STAKING AND MATERIALS PLAN NOTES 1 . ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.O.B.) AND STAKE SITE AS INDICATED ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. N01IFY COLEJENEST & STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES. 3. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR CENTERLINE UNLESS OTHERWISE NOTED. 4. ALL BACK OF CURB RADII ARE 4.5' UNLESS OTHERWISE NOTED. 5. PARKING SPACE DIMENSIONS ARE 18.5' (TO BACK OF CURB) X 9.0' WIDE UNLESS OTHERWISE NOTED. 6. ALL DETAILS SHALL BE CONSTRUCTED IN SMCT COMPLIANCE NTH SPECIFICATIONS AND CONSTRUCTION DOCUMENTS. 7. STOP SIGNS SHALL BE R1-1 36"x36" ON PUBLIC STREETS AND 24"X24" ON PRIVATE STREETS. 8. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 9. NO OBSTRUCTION OF PUBLIC R/W OR SIDEWALK WILL BE ALLOWED. NO PARKING IS ALLOWED OVER PUBLIC SIDEWALKS. ANY FENCE OR WALL CONSTRUCTED ALONG OR ADJACENT TO ANY SIDEWALK OR STREET RIGHT-OF-WAY WILL REQUIRE APPROVAL FROM NEW HANOVER COUNTY. 10. COORDINATE ALL CURB AND STREET GRADES IN INTERSEC11ON NTH INSPECTOR. 11. NO DEMOLITION LANDFILLS ALLOWED ON SITE. 12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 13. CRANES AND SCAFFOLDING ARE NOT ALLOWED WITHIN THE UTILITY EASEMENT. 14. STRUCTURES, BUILDINGS, MANUFACTURED/MOBILE HOMES, SATELLITE SYSTEMS, SWIMMING POOLS (AND ANY ASSOCIATED EQUIPMENT AND DECKING), GRAVES, BILLBOARDS, DUMPSTERS, SIGNS, WELLS, DEER STANDS, RETAINING WALLS, SEPTIC SYSTEMS OR TANKS (WHETHER ABOVE OR BELOW GROUND), DEBRIS OF ANY TYPE, FLAMMABLE MATERIAL, BUILDING MATERIAL, WRECKED OR DISABLED VEHICLES AND AH OTHER OBJECTS NOT ALLOWED WITHIN THE RIGHT-OF-WAY LIMITS. TRANSFORMERS, TELEPHONE/CABLE PEDESTALS (AND ASSOCIATED EQUIPMENT), AND FIRE HYDRANTS ARE NOT ALLOWED. MANHOLES, WATER VALVES, WATER METERS, BACKFLOW PREVENTERS AND IRRIGATION HEADS ARE NOT PERMITTED WITHIN THE UTILITY EASEMENT. ATTACHMENTS TO DUKE ENERGY PROGRESS STRUCTURES ARE PROHIBITED. 15. THE AS -BUILT SURVEY IS REQUIRED TO DOCUMENT THAT FINAL CONDITIONS ARE THE SAME AS INITIALLY APPROVED AND THAT DUKE ENERGY PROGRESS LINE RATING HAS NOT BEEN ADVERSELY IMPACTED. THE AS -BUILT SURVEY SHALL BE COMPLETED BY A LICENSED SURVEY FIRM THAT HAS BEEN PRE -APPROVED TO PERFORM SURVEY WORK ON THE DUKE ENERGY PROGRESS TRANSMISSION. THIS WILL ENSURE THAT DUKE ENERGY PROGRESS RECEIVES CONSISTENT SURVEY DATA THAT DOES NOT REQUIRE SIGNIFICANT EFFORT TO CONVERT INTO PLS CADD FORMAT. THE AS -BUILT SURVEY SHALL EXTEND TO THE DUKE ENERGY PROGRESS TRANSMISSION STRUCTURE ON EACH SIDE OF THE ENCROACHMENT. THE AS -BUILT SURVEY MUST INCLUDE TRANSMISSION STRUCTURE LOCATIONS AND ALL WIRE ATTACHMENT POINTS. 16. THE SURVEYING, STAKING AND AS -BUILT SURVEY OF THE A&ET SITE IS TO BE PROVIDED BY A SURVEYOR LICENSED IN NORTH CAROLINA THAT HAS BEEN PRE-APPORVED TO PERFORM WORK ON THE DUKE ENERGY PROGRESS TRANSMISSION SYSTEM. y ,v 01111111111".. �AOR -fly & .......... 0SC SEAL No. 1414 C-1361 0-103 4e X Wo 13� W z W 0 0 ^ vi W 0 .j 0 z W 44 r% U') k:j C:) 14t z W 00 t r% 0 N W < z _j W 0 C) 0 :2 u < W UJ W 0 < .,% + 0 Lj z m z < W :2 (j) a3 0 Z 0 C) z W Z Cr 2(=)o (D C\j zC) < < (y) 6 uj 00 CC) z L0 00 U- z goo 06 8- UJ C) 0- C) 06 00 D < 0 CN < Lao c) z qt Cc/)) Z) SCALE: 1"=40' 0 20 40 80 CN NO: 1602 DATE: 29 JULY 2015 REVISIONS No. Date Description 6 07.01.15 VE REVISIONS ECEIVE AUG 0 3 2015 BY: ipf N NI 7 1� 0 -� R.n P, " P- 1 cz, R 7 --� 2 SIDBI,JRY ROAD S. R. 1336 N75032'42"E 532.44 9 R51.0' ponpnecon OnAn 1kAC30nVrUrMM AT SIDBURY ROAD. SEE CIVIL PLANS 2' WIDE PAVED ROADWAY FOR DETAILS. SHOULDER, TYP. R49.5' 60' RIW) 0 M N SIT GL0 TATE TefRS VICINITY MAP N.T.S. SURVEY DISCLAIMER TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY- SURVEY ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M. JONES, 513 CHESTNUT ST. \NILMINGTON, NC 28401, 910-763-1941 R29.5' LEGEND S75* 31' 34.158"W SYMBOL DETAIL 2.833 4 1 &�/' PROPOSED S DEWALK 4AS501 '0 ....... ..... WC6 PROPO 5AS501 VEHICULAR SED ACCESSIBLE RAMP REINFORCED TURF FOR FIRE ACCESS. TYP. S25' 31' 37.76"W R4.5' 3.218 PROPOSED ACCESSIBLE VAN SPACE 16AS501 VAN TRANSITION TO MOUNTABLE CURB, _771 I SEE DETAIL 8AS501 R40' HEAVY DUTY CONCRETE 2AS501 ............. ------ =3 I . .. ... . .. .... MOUNTABLE CURB AT R28' . . ..... FIRE ACCESS LANE HEAVY DUTY BITUMINOUS CONCRETE 22AS501 1=—M I i 1=71 p=1 REMOVABLE BOLLARDS AT 5' O.0 FOR FIRE AND SERVICE ACCESS. COORDINATE AND PROVIDE LOCKS APPROVED VEHICULAR REINFORCED TURF 13AS501 ------ BY CFCC AND NEW HANOVER COUNTRY FIRE SERVICES. SEE DETAIL 17/LS501 S TRANSITION TO TRANSITION FLUSH CURB, TYP. MOUNTABLE CURB, PLAN ENLARGEMENT, F_ RIVER COBBLE 14/LS501 SEE DETAIL BAS501 N25* 31 36.68*E SEE DETAIL IAS503 PLAN ENLARGEMENT, SEE DETAIL 3/LS503 FLUSH CURB M PROPOSED 1'-6" CURB & GUTTER 1 AS501 S64* 28' 23.32"E Ed I 22.639 R9.5' 2' FLUSH CURB 21AS501 CONCRETE 1� SIDEWALK, TYP. PA 11T R28' R5.5' 1.5' CONCRETE __T— --EJ— EXPANSION JOINT 13/LS501 R20' FIRE MARKER, SEE DETAIL 12/LS502 0 + L 0 TRASH RECEPTACLES 10 PA 1=i 1 17— PA r BENCH 7 S501 A PA Z' 7' "k, PIE SITE LIGHT POLE u _x 7 PA tA ILLUMINATED BOLLARD 2 -, PA 7UG 4T, Lg PA 1 71N,' 1 PA PLANTER AREA T PA NOTES: -F- TL_14_1 1. FOR LIGHT POLE POINT TABLE SEE SHEET LS101. -Tr �1 Inull "'&fij 'c. 77 6 C' 50 7-, r T_11 PA 52 2�"'*,'� PA PA_ co PA HEAVY DUTY SCORED :11 j==j 1 CONCRETE AT 400 FIRE LANE 7 d HEI 111 . . . . . . IN, 4 LIGHT POLE Ikk It PROPOSED SITE 11--NP I 1=1 1 1=1 1 LIGHT, TYP. SEE ELECTRICAL PLANS FOR DETAILS. 1144 PEDESTRIAN SCORED CONCRETE GHT POLE,,, 1:t=i 1_. woo too PROPOSED BLUE LINE Oro PEDESTAL, SEE ELECTRICAL PLANS, TYP i =1 I X PROPOSED / / ACCESSIBLE RAMP 0o, REMOVE AND REPLACE EXISTING LIGHT POLE CURB FOR RAMP INSTALLATION. "T POSED !=.."j F-I 1 'ZI PRO SIDEWALK,. Tr`P.,' I=-[ 1 7=1 I I _ _ �j � A . 11 - I A I A'i 4-577 04 N75* 31' 3*.68"E Ilk IN, 0 0' E)(ISTING CURB AND C'4 4 Y GUTTER �4 CONFIRM EYJSTING POLE y LOCATIONS IN FIELD AND 5' PROPOSED ZIC COORDINATE FINAL SIDEWALK SIDEWALK LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO POURING CONCRETE. MAINTAIN EQUAL SPAC1NG BETWEEN BACK OF 4*111 HEAVY DUTY PAVING CURB AND POLES. ADJUSTMENTS . . . . . . . ..... X\ IN FIELD MAY BE REQUIRED, TYP. 'I* "t1k X\ Ilk, LX CHAIN LINK FENcE A' Aft 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 VWM.CLARKNEXSE1N.00M RECORD SET ,P", �ORT/-/ -*��DSC 0 �*r, ��_ I No. 1414 C-1361 0'. C-103 L) 007/29/15 uoleJenest Stone Shaping the Environment Realizing the Possibilities 0%'.00 LL. w Z w U) w 0 r% k:j 0 Z 3: w Z w 00 0 r% (D N vowir w < Iry Z LA� _j w _j _j 2 0 0 w W C) < Q_r >_ 0 49:L + C) < Z Z <LL w 0 Z 0 noz W o CL U) Z_ ;� (:) 0 Z <f <:L Cf) L6 (.) 00 00 w Lc) 14 CO U- Z 9 00 06 - c) Uj F- b_ ()� 0 < 0 0 < 00 0 SCALE: 1"=20' L M 0 10 20 40 SITE LIGHTING NOT I � ALLOWED WITH 15' OF OVERHEAD POWER LINE, LIMIT OF UTILITY I EASEMENT EXISTING OVERHEAD POWER LINE TO BE PLACED UNDERGROUND. COORDINATE WITH M.E.P AND DUKE ENERGY PROGRESS PROPOSED 1'-�6" 2.60° CURB AND GUTTER I 2 f PROPOSED GHT POLE::* SIDEWALK, TYP. 6' TRANSITION TO MOUNTABLE CURB; SEE DETAIL 8/1 S501 MOUNTABLE CURB AT SERVICE VEHICLE ALIGN SIDEWALK ACCESS WITH FACE OF WALL (0A U 'HT POLO f +i P ff, "F Y f kY 4 S1 '�l+' ,� �'' 'w s5 .' 3�, a.,'�`,r ,'r• °"'•x.:''�`:k`;�" ' k x'�'•� gC ey,.✓,y ,`abZ',.�'., ,E � ,r, �`�'da �l? � 11 }r { -.7t"A�r���� €r 4 �:."����< ` „8�����s�`Nf, `t", ^i,.; ��' S ° r, .v��s'�'a„ .`•� lx . ,,�M 1 k � � • drx rz a";.,S53hsf $.. , ,.. -Fv a>?,. ^,, �c° `>7 ... -p... 3 ,„:-.,.,.xr,> a,";e' «. ,5 ,•?k. ^f�' ., . ,� C � sa DIAGONAL STRIPING FOR SERVICE 3,. VEHICLE ACCESS ' !-'c^x ,•>x: 'f!�; a✓fz � & �c� r �P,t�..«z,�,,e,�Tb.�' �' �,'� '.'��L' �a( �� . r .� yam.. a. -n��% � t1`, r'' ""� j•} `�� 6' TRANSITION TO FLUSH CURB r fi � � � a "rc �������'�� € . ��'f'`y "�. >�'"' ;s` S , rye t�s',.��•' haw � �� `� ,, - , l t tz EY Q i 5 A 3 .- PROPOSED BLUE LINE , x >,,,,e»', i,:..: "'M .,.,,,,., �, .. .. Mww.wr.. N ;., r.;..: v ,fW!^.".w:""". .rz .:'', •�}5� 4,• i `� SEE ELECTRICAL PLANS,TYP (3) ILLUMINATED :' BOLLARDS, SEE . ELECTRICAL PLANS FOR DETAILS, TYP. w PA PA N PA PA ( B PA, .50 Gt 50 6 `: 12.75. 7 —7-77 ca w _.., :50 28 2B UG 'f_ P LE . LIG T LE. . LIHl' 0 cc A A �A1 �� A PA N_ ri �Y CONFIRM LIMITS OF CONIC E, COBBLE IN FIELD WITH LANDSCAPE PADS' t >' ARCHITECT, TYP. f ACCENT SITE LIGHT / POLES CENTERED IN RIVER COBBLE BANDS, TYP. , ASSUMED CELL TOWER PROPERTY LINE, TYP. t` 6' TRANSITION TO I / FLUSH CURB , ASSUMED CELL TOWER PROPERTY LINE, TYP. I REMOVABLE BOLLARDS AT 5' O.C. FOR "� FIRE AND SERVICE ACCESS. I 9 ��. COORDINATE AND PROVIDE LOCKS LIGHT POLE APPROVED BY CFCC AND NEW I Ay .. .. HANOVER COUNTRY FIRE SERVICES. SEE R10.0 DETAIL 17/LS501 a ` . L 14.4 4, R�=12C. 00 . I „ .. S75' 13 , 3"W 5.� Lii 14.4 4,/R=120.00; N S • 38 IZ .279 W £I STING OVERHEAD POWER k • LINE TO BE PLACED UNDERGROUND. COORDINATE I WITH M.E.P AND DUKE ENERGY PROGRESS I 6' TRANSITION TO FLUSH CURB AL STRIPING X CONS,FOR FOR SERVICE s PAD VEHICLE ACCESS GHT POj"' HEAVY DUTY CONCRETE COORDINATE REMOVAL OF POLE' WITH DUKE ENERGY PROGRESS ACCESS TO CELL TOWER ENCLOSURE t•— HEAVY DUTY " 41 GRAVEL DRIVE I i.. � E � Y , TRASH ENCLOSURE,.•; SEE DETAIL 1OAS503 ; X, ' s 0 11 i U� � rk(10�f N S Tr DR VICINITY MAP suRVEY DISCLMMER TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M. JONES, 513 CHESTNUT ST. WILMINGTON, NC 28401, 910-763-1941 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 VWWV.CLARKNEXSEN.COM RECORD SET oeee+F �1 RTy Lcf � No. 1414 Z t Gp fit^ '; Cn : � � •: D 2 ; SEAL = (n • w z ' e 07/29/15 LGNC> SYMBOL DETAIL PROPOSED SIDEWALK 4/LS501 Colejenest Stone _ Shaping the Environment i PROPOSED ACCESSIBLE RAMP 5/LS501 Realizing the Possibilities 66 PROPOSED ACCESSIBLE VAN SPACE 16/LS501 VAN HEAVY DUTY CONCRETE 2AS501 LL HEAVY DUTY BITUMINOUS CONCRETE 22/LS501 ui I—' €} 3 a l} I VEHICULAR REINFORCED TURF 13/LS501 LS501 A PEDESTRIAN PAVERS 3 / Vj 0 n 3LS501 ~�- HEAVY DUTY GRAVEL DRIVE / 4./ �N PERVIOUS VEHICULAR PAVERS 14/LS502 RIVER COBBLE 14/LS501 1 ui " /LS501 - PROPOSED 1 6 CURB & GUTTER 1 / � V C) Z W 00 PROPOSED 1'-6" FLUSH CURB 21 /LS501 f r% r n N W Q PROPOSED V-0" CONCRETE BAND 21 /LS501 uj 'J -j O p0 ui �- ® r , ® TRASH RECEPTACLES -/ + (— �•-� 1 C� BENCH 7AS501 uj G 2 m � 0 C) Z i� SITE LIGHT -% c) � O O N < H o _ LL V ,I-Z o °° ® ILLUMINATED BOLLARD -/ e H Z Q co �.1 W C) 0 .• • ,0.'Zr 1 10 20 'i SIGNAGE--------- ® CU CU ONLY REQ'D ® VAN SEE SITE PLAN ( ACCESSIBLE ROUTE ACCESSIBLE SPACES FOR WIDTH ACCESSIBLE RAMP FACE OF CURB 4"PAINTED LINES(TYP) SEE STAKING PLAN FOR LOCATION OF ALL ACCESSIBLE PARKING SPACES MUTCD R7-8 8' 8' 8' 5' 8' 12"x27" VAN ACCESSIBLE SPACE PARKING SPACE PAVEMENT MARKINGS 0 0 0 ACESERVED C SS B E PARKING RPARKING MUTCD f SERVED DISABLED R7-8 ARKING PASSENGER MUTCD MUTCD LOADING R7-1 R7-8 ONLY Y-- FINISH GRADE ,.' �, REQUIRED ACCESSIBLE FMs RESER� ED PARKING SIGN PENALTY R7-8D JACCESIBLE SIGN MAXIMUM $ 250 \ ° %j PENALTY R7-8D $ 250 CONDITION #1 % 60" CONDITION #2 SEE DTL, DETAIL FOR 84" MOUNTING REQUIREMENTS SECTION A -A' x 2'-6"- JG BAR JAVEMENT FACE OF CURB 0"+ 0"+ N LIGHT BROOM FINISH CONCRETE WWF6X6 W1.4XW1.4 COMPACTED SUBGRADE \ �\ (TOP 12 COMPACTED TO EDGE OF PAVEMENT r ,`%" \�' \% \` ' 100% STD. PROCTOR DENSITY) 0"+ 0"+ x N n n 6"+ co MOUNTABLE CURB WIDTH VARIES '-O" TOP OF CURB SLOPE CURB 1" PER FT. 6" + 6" + SIDEWALK NOTES: 1. ALL CONCRETE TO BE 4,000 PSI. MOUNTABLE CURB TOP OF CURB 2. REFER TO DETAIL 13AS501 FOR TYPICAL JOINT CONSTRUCTION. EDGE OF `- PAVEMENT 1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) MIN. 1/4" PER FT. NOTES: 1 FINISHED GRADE 1. SEE DETAIL 1AS501 FOR MOUNTABLE CURB DETAIL PROPOSED 4" CONCRETE N.T.S. 20 ADA PARKING SPACE DETAIL N.T.S. *CONCRETE WHEEL. STOP N.T.S. *TRANSITION AT MOUNTABLE CURB AND GUTTER N.T.S. CONCRETE SIDEWALK NOTE: 2-1/4" 1. CONTRACTOR TO PROVIDE AND. INSTALL BENCH 6. 6" SCH 40 GALVANIZED STEEL ANCHOR AND INSTALL BENCH; BENCH PROVIDED BY PIPE FILLED W/ CONCRETE EQ. EQ. NCSU. LO ROUNDED CONCRETE TOP 2. UTILIZE ANCHOR BOLTS TO INSTALL BENCHES PLUMB BACK OF CURB LINE SIDEWALK SURFACE /4" DIA. N 2-1/4" LOT IN 1/2" LIP BOTH SIDE OF RAMP 5'-4" MIN. 8" MIN. AR N EQ. EQ. 2-1/4" x 2-1/4" BENCH LEG STREET SURFACE (8.3 2% CROSSES SLOPE)-SEE 8-2 COMPACTED EARTH (TYP.) F.G. F COMPACTED ABC STONE t° FINISH GRADE VEDGES OF BAR 3n co x AND EDGES OFF CUT 1/4" SLOT THRU LEGS �._ -- _ #5 REBAR BENCH LEG TO ti„ AFTER LEG HAS BEEN CUT ALIGN UPON 1 /4 TO CONFORM TO GRADE. 4r \,,`' 1� � INSTALLATION. ' .•,`?, `: � .a 3/$n z k, CONC. CURB &GUTTER r �Y # WASHER AND SQ. NUT AT 3 REBAR x 12" DOWELS C 6" OC. FIBER REINFORCED CONC. 1 . 11�.� . FOR SEPARATE POURS OF CURB &GUTTER i BACK OF LEG. �f AND RAMP FOOTINGS r /lj�:�ri 1 \a .,/ //��,r j % / SEE ENLARGEMENT FINISHED GRADE UPPER LEFT. (3000 PSI) 4 FIBER REINFORCED CONCRETE SIDE FLARE. coNCRETE x � S 4 COMPACT SUBGRADE TO 12" 95% STD. PROCTOR SAND SETTING' BED FILTER FABRIC 1 /4" ) 1-1 /2"' xr,11 -1 /2" ---------------�_ _ GALVANIZED STEEL BAR. ..- 7�� NOTES:COMPACTED SUBGRADE 1. SEE PLAN FOR NUMBER OF POSTS TO BE USED. r. 2. THE STEEL PIPE ABOVE GROUND SHALL BE PAINTED A CORE 3" DIA. THRU CONCRETE 6" DIA. x 9" CONCRETE FOOTING SLAB TO ACCEPT BAR AND >`" FOOTING TO ACCEPT BAR. MINIMUM OF TWO FIELD COATS OF ZINC CHROMATE PRIMER. 1/2 GROUT IN PLACE. INSTALL INSTALL BARS BEFORE PAVING. 3., ,PAINT BOLLARD BRONZE PER CFCC STANDARD BARS BEFORE PAVING. GRAVEL DRIVEWAY N.T.S. 23 ACCESSIBLE RAMP DETAIL (SECTION) N.T.-S. 15 STEEL PIPE BOLLARD N.T.S. 11 BENCH ANCHOR DETAIL N.T.S. 7 3 2.35" o- o PAVER M to SETTING N TACK COAT COURSE BITUMINOUS CONCRETE TAPER HEAVY DUTY SURFACE COURSE CONCRETE AT COMPACTED � 1 _E,; l _ TYPE SF9.5A TRANSITION BASECOURSE o in BITUMINOUS CONCRETE GRAVEL DRIVEWAY; tt v i . . , HEAVY -DUTY C� � � . �" l iv `:< 5 .: SEE DETAIL 23/LS501 CONCRETED t � BINDER COURSE SUBGRADE �.} 0 0 � TYPE S9.5A~» �r1 C. ,1 {4 * 0 COMPACTED ABC " / �^'`�, °0 f ` -' k"_ LIGHT BROOM FINISH _ j WRAP #57 STONE INS..^.: a c I 0 0 � ) NONWOVEN GEOTEX11LE � e M 0, 9 FABRIC...,, s d ' { 'I y,II IiIitE t l `n �� WWF6X6 W1.4X W1.4 3 8 x 10 57 STONE PEE O O O O O O O " " ( CONCRETE STEEL SPIKE I _ _ ; 4 PERFORATED PVC PIPE \/�' \/�' 9.5mm x 25.4cm) 11 / \i� �i/ / / i O O O O O O ( III- , _ " , • _ 1. AT BASE OF #57 STONE \ �\ \ / 4 -0 MIN. (VARIES WITH WIDTH OF RAMP) t } 0 0 COMPACTED ABC (COMPACTED TO z 0 _, 5 0 - 100% STD. PROCTOR DENSITY) 50 O.C. / \ \ \ \� \ \/ \ \/\ j \ \ \ \/\ \ o ' � COMPACTED SUBGRADE COMPACTED SUBGRADE, / / / / / / \ / / / \ TRUNCATED DOME PLAN VIEW%,/ /,i(TOP 12" COMPACTED TO `\ SLOPE TO UNDERDRAIN \ ,a ��� \ \ \\ \\�\ \\\\\ \ \ \ \ \\ \\ \ NOTES: ,�,�` j�' �'\. 100% STD. PROCTOR DENSITY) 1. CONNECTION BETWEEN SECTIONS TO UTILIZE MANUFACTURERS' INTERLOCKING SNAPDOWN COMPACT SUBGRADE SPLICING SYSTEM. TO 90% COMPACTION TRUNCATED DOME SECTION CONTRACTOR TO CONFIRM CROSS SECTION TO CORNERS -NOTCH BASE ONLY AND FORMA NOTES: WITH GEOTECH PRIOR TO CONSTRUCTION AND CONTINUOUS CORNER COORDINATE ANY ADJUSTMENTS WITH 1. DETECTABLE WARNINGS SHALL BE OF THE PRE -CAST PAVER TYPE. NOTES: LANDSCAPE ARCHITECT. ONSITE 2. WIDTH OF DETECTABLE WARNING AREA SHALL EQUAL TO THE WIDTH OF THE RAMP. GEOTECHNICAL SUBGRADE INSPECTION SHALL 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION 1. ALL CONCRETE TO BE 4,000 PSI. EBE LEVATIONS. BASED ON SEASONAL HIGH WATER TABLE ELWIDTH. 2. REFER TO DETAIL 13AS501 FOR TYPICAL JOINT CONSTRUCTION. 4. DETECABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. 5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN ;DOMES. 6. PAVERS SHALL BE 2" THICK, CAST FROM 5000 PSI CONCRETE AND MORTAR -SET ON A MINIMUM 4-INCH THICK CONCRETE BASE. HEAVY DUTY ASPHALT PAVING N.T.S. 22 GRAVEL DRIVE TO CONCRETE TRANSITION N.T.S. 14 (14� PAVER EDGE N.T.S. 10 DETECTABLE WARNING N.T.S. 6 HEAVY DUTY CONCRETE N.T.S. C2 3'-0" MIN. 6" V-0" 9"sm 21" CONTINUOUS HEAVY DUTY BITUMINOUS 1/8" 1/4" PASSAGE X FLUSH CURB BACK OF WALK CONC. SIDEWALK 3" RADIUS RADIUS RADIUS CONCRETE PER PLAN m( ^'� VEHICULAR PAVERS ion/s - m 1 EXP NOTE: iv ---: 5. 5�,. y `� °� JOINT ;� PROVIDE DETECTABLE WARNING. a x RADIUS EXPANSION JOINT ti` ACK OF CURB cO r T �. 4. . VeIVN � �:°,� � EXP. JOINT A-•- *� A _ SURFACE; SEE DETAIL 6AS501 1 3/4" RADIUS 1'-O" OR V-6" `� , SH SEE SITE PLAN X CURB 6'-0" 4'-0" 6'- " FACE OF CURB _ 1'-6" STANDARD CURB & GUIMR CONCRETE BAND, BROOM -- �.. � FACE OF CURB 2'-6" FINISH I, I, PLAN - PARALLEL RAMP NOTE: JOINT SEALER z PROVIDE DETECTABLE WARNING _0� 2'-6" MOUNTABLE CURB ° sce 4D n M " a/s SQ stt e�x MINOR GROOVE JOINT MAJOR GROOVE JOINT 5' TRANSITIONS FROM 12:1 SLOPE 12:1 SLOPE SURFACE; SEE DETAIL 6AS501 1 s ilz on f -- 4' WALK WALK MUSTABE K.�'� r--�1 6� 4, 6' SURFACE OF GUTTER . ae w�/B r JOINT SEALER RAMP. 5' WIDTH AT :: •: • ELEVATION iLf�N b. 1/8" RADIUS 12:1 SLOPE 12:1 SLOP , . µ C> {. c q .4 I/rTw rTmcc r xrssn ens 1/2" EXPANSION JOINT (SEAL "4. ' sawv� { Imom ,� TO MAKE WATERTIGHT) 1/8 TO 1/4 SIDEWALK 3'-0" MIN. "' " r _ _s , ' EXP. JOINT N11 UOUS ACK OF WALK 1/8 RADIUS (TYPICAL) 0 i0 � i 0 s f p ELEVATION . ) 's _, J r Fao ( e ° ° n+w x MIN, 1/4" PER FT. tt PASS�GE FLUSH DEPRESS CURB AT WALK JOINT FILLER - 0 ) r � > 0 0 f._ c � .. R WSW y4 X CURB BACK OF CURB 1 u smx A• a° °, a s / - - h TRANSVERSE EXPANSION JOINT \\\� t -� r` n„` _ , FACE OF CURB �PENDICULAR RAMP NOTES: \ \ \ \4 1 ��\ \^-6 /``'. \ "`.'^ FTA.9E8£ 0_ .. a• •. 6 DO X J/18't. .w :. .r'f/ r;.;c rY'.-:s�. m B fb 2 `\,% suar�, ,r �,�.... ,� � C � C � WITH CONTINUOUS WALK PE,-RPENDICULAR TO CURB �/ w Rns, ,�q 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY �f •�\ \r `b �` . PROPOSED 4" CONCRETE N JOINT q, q GUTTER A 10-FOOT SPACING MAY BE USED WHEN A MACHINE S I \ r'�\, FILLER CH NE I USED. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED COMPACTED ABC - " 1 4" " " X XP. JOINT GENERAL NOTES a a / SLOPE A 12:1 6,- " " CRACKING. 4 ° EXPANSION SLOPE "B" 1 4" FT oIM O 4'-0" 6 -0 NOTE: 1. AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND COMPACTED SUBGRADE %- e �- GENERAL NOTES E NSION JOINT / / ENSiONS Ai EDGE F PAYMENT PROVIDE DETECTABLE WARNING CONSTRUCTION SHALL CONFORM TO CITY OF RALEIGH STANDARDS. 2• CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED SLOPE "C" 1/2"/FT _ O SURFACE; SEE DETAIL 6/LS501 DUAL RAMPS SHALL BE REQUIRED AT LOCATIONS SHOWN ON 'PLAN. BY OTHER METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A GROOVE JOINT 1" DEEP WITH 1/$" RADII SHALL BE REQUIRED PLAN DIAGONAL RAMP A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. IN THE CONCRETE SIDEWALK AT 5' INTERVALS OR AS INDICATED 2. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE STRENGTH. ON PLANS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' ADJACENT WALK ® 1/4" PER .FOOT 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND DUAL or BOLLA n jgTH si.t>:vE gran OF W WITH SLEM INTERVALS NOT TO EXCEED 50 AND MATCHING EXPANSION/CONSTRUCTION 3--3/4" BACK OF CURB 3. RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WITH ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS JOINT IN ADJACENT CURB. A SEALED 1/2 EXPANSION JOINT WILL BE 3-3/4" 1 4" PER FOOT 12 FACE of CURB ADJACENT WALKWAY. IN ABUTTING SIDEWALK. REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.IL HD1E5 .:.., r:>t*'=...... 4 GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE �•'- RAMP 4 CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 PSI IN 28 DAYS FLUSH CONCRETE BAND 1.) STL MEMBERS MATEO W/ ZNC RICH EPDXY THEN O ��mER FNM w/ Po� z) toclpRc t>EVICE PRotnoEo BY 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI, IN 28 DAYS. i •: •.y:'`. s�'»`.:�:,' AREA. �----- 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE 3. BROOM FINISH CONCRETE. a'-o" -----� 2'-0" --� 5. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE ACCESSIBLE RAMPS. 4. SEE PLAN FOR SIDEWALK WIDTH. SECTION x-x GUTTER FLOW LINE. 1. 8d3TALL PER MANUFACTURERS IN3TAl1G710N3. 5. EXPANSION JOINT AT 30' MAX. SPACING. PARALLEL RAMP WITH CONTINUOUS WALK PARALLEL TO CURB 6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. N.T.S. 21 REMOVABLE BOLLARD DETAIL N.T.S. 17 EXPANSION JOINT DETAIL N.T.S. 13 ACCESSIBLE RAMP N.T.S. 5 STANDARD CURB AND GUTTER N.T.S. Cl 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 •eseeeeweeeseesa a e ooeeoeeeeeseeeeee. VVM.CLARKNEXSEN.COM RECORD SET NORTy C011 .� _ C-136i = , r No. 1414 z : D CN NO: 1602 DATE: 29 JULY 2015 REVISIONS No. Date Description 6 07.01.15 VE REVISIONS AUGECEIVE 201 ;I BY: DETAIL SHEET POURED IN PLACE CONCRETE MARKER, 3000 PSI, BROOM FINISH ADJACENT FINISH GRADE TURF 6" SQ. STRUCTURAL SOIL PAVING VARIES _ UNITS. SEE CIVIL SEE PLAN DRAWINGS 4" MULCH THROUGHOUT PLANTING BED a ADJACENT PLANTING � SET ROOT COLLAR AT SLOPE LINE EXISTING SLOPE 2" NOTE: SHRUB SHALL BEAR SAME RELATIO ' TO FINISHED GRADE AS IT BORE TO PREVIOUS GRADE EXCEPT IN �. AREAS OF COMPACETD FILL \\1 SHRUB TO BE PLANTED 4 - 6"y r�\\\� ABOVE FINISHED GRADE. f\� THIN BRANCHES AND FOLIAGE I j } 13 r AREA OR PAVING (NOT ALL END TIPS) BY 1/3 r j / RETAINING NORMAL PLANT �% SHAPE. THINNING NOT /i,"r SLOPES/� -- %�• REQUIRED ON EVERGREENS .°ate'!�% , 4" MULCH THROUGHOUT PLANTING MIXTURE */ ,rC�/ jjC `% vji.`r//C r �? PLANTING BED AS SPECIFIED 8 — 10 DEPTH ,/\\ `�,°., �\\\� �„ \�\!�\ �.,/�, A�`� \ �\\\\\ REMOVE BURLAP FROM TOP 1/3 OF BALL. REMO:::: i ' VE CONTAINERIZED PLANTS FROM THEIR CONTAINERS 2 I MOUND TOPSOIL 4" " TO FORM SAUCER _ 1 f l 1 s f __ I ~• KEEP SAUCER LEVEL jai/Y/ 4-#4 REBAR (TYP.) PLANTING MIXTURE EQUALLY SPACED AS SPECIFIED 4-#4 REBAR (TYP.) SCARIFY TO 12" DEPTH ��f t:a i�' / EQUALLY SPACED \V' � fI, -,- `' LEVEL GROUND/f.,X 6"�� CONCRETE FIRE MARKER N.T.S. 12 RUNDCOVER PLANTING DETAIL N.T.S. SHRUB PLANTING DETAIL N.T.S. 4 NOTES 25% BEAKED PANICGRASS, SC ECOTYPE (PANICUM ANCEPS, SC ECOTYPE) SOAK ROOT BALL AND PLANT PIT 19.5% LITTLE BLUESTEM, PIEDMONT NC ECOTYPE (SCHIZACHYRIUM SCOPARIUM, PIEDMONT NC WITH WATER WHEN BACKFILL IS ECOTYPE) HALF COMPLETE AND IMMEDIATELY 15% VIRGINIA WILDRYE, 'SUTHER'-NC ECOTYPE (ELYMUS VIRGINICUS, 'SUTHER'-NC ECOTYPE) AFTER INSTALLATION. 10% INDIANGRASS, NC ECOTYPE (SORGHASTRUM NUTANS, NC ECOTYPE) SEE ATTACHED LANDSCAPE SPECIFICATIONS FOR OTHER 3% BLACKEYED SUSAN (RUDBECKIA HIRTA) PLANTING REQUIREMENTS 3% BIGTOP LOVEGRASS, VA ECOTYPE (ERAGROSTIS HIRSUTA, VA ECOTYPE) STAKING REQUIRED FOR 3% PURPLETOP, 'SUTHER'-PIEDMONT NC ECOTYPE (TRIDENS FLAVUS, 'SUTHER'-PIEDMONT NC LEANING TREES OR AS ECOTYPE) REQUIRED BY SPECIFICATIONS. 6"" SLIP KNOT WITH STOP KNOT 3% APPALACHIAN BEARDTONGUE, SC ECOTYPE (PENSTEMON LAEVIGATUS, SC ECOTYPE) 6" LARGER THAN TREE DIAMETER 2% SENSITIVE PEA, NC ECOTYPE (CHAMAECRISTA NICTITANS, NC ECOTYPE) + + + KEEP MULCH AWAY FROM TRUNK 1' To 2" 2% WILD QUININE, NC ECOTYPE (PARTHENIUM INTEGRIFOLIUM, NC ECOTYPE) (ROOT FLARE SHOULD BE M&ME) 2% MISTFLOWER, VA ECOTYPE (EUPATORIUM COELES11NUM (CONOCLINIUM C.), VA ECOTYPE) Q 2" MAXIMUM LAYER OF MULCH; 3/4" NYLON STRAP-- MULCH OVER ROOTBALL SHALL 2% LANCELEAF COREOPSIS, COASTAL PLAIN NC ECOTYPE (COREOPSIS LANCEOLATA, BE NO DEEPER THAN 1.5" - 2". COASTAL PLAIN NC ECOTYPE) ROOT CROWN To EXCAVATE PLANTING HOLE 2% PARTRIDGE PEA, FL ECOTYPE (CHAMAECRISTA FASCICULATA CASSIA F.), FL ECOTYPE BE AT FINISH GRADE t1" AT LEAST TWO TIMES THE ( ) DIAMETER OF AND 2" 2% WINTER BENTGRASS, PIEDMONT NC ECOTYPE (AGROSTIS HYEMALIS, PIEDMONT NC + `� D + + 1"x2"x16" WOOD STAKE SHALLOWER THAN THE ECOTYPE) RIVEN IWITH N WITH" HOLE STRAP ROOTBALL 2% SLENDER BUSHCLOVER, VA ECOTYPE (LESPEDEZA VIRGINICA, VA ECOTYPE) FINISH GRADE 4"MAXIMUMIB RM HIGH 1% GRASSLEAF BLAZING STAR, NC ECOTYPE (LIATRIS GRAMINIFOLIA (L. PILOSA), NC OUTSIDE OF BACKFILL ECOTYPE) UNDISTURBED 1% SPOTTED BEEBALM, COASTAL PLAIN SC ECOTYPE (MONARDA PUNCTATA, COASTAL PLAIN SC ECOTYPE) ' D = DIMENSION OF PLANT SPACING SHRUB OR 1% EUSTIS LAKE BEARDTONGUE, SLITHER -NC ECOTYPE (PENSTEMON AUSTRALIS, ( 'SUTHER'-NC ECOTYPE) GROUND COVER) AS INDICATED ON PLAN �f. 0.5% GRAY GOLDENROD, VA ECOTYPE (SOLIDAGO NEMORALIS, VA ECOTYPE) REMOVE TOP 1/3 BURLAP,{ _ 0.5% ANISE GOLDENROD, GA ECOTYPE (SOLIDAGO ODORA, GA ECOTYPE) TWINE, AND ANY NAILS/PINS, ETC. ° (.- # PLANTING MIX ' (AS SPECIFIED) 0.5% SWAMP (NARROWLEAF) SUNFLOWER, COASTAL PLAIN NC ECOTYPE (HELIANTHUS REMOVE TOP E P OF WIRE $" 6" ROOT BALL 6" 8" BACKFILL; BASKET WHERE PRESENT DIAMETER THOROUGHLY ANGUSTIFOLIUS, COASTAL PLAIN NC ECOTYPE)Id e SATURATE PLACE ROOT BALL AT A LEVEL WHERE NTH WAS TOTAL: 100% THE TRUNK FLARE WILL BE 2" ABOVE VARIES TO AID SURROUNDING FINISHED GRADE AF1ER REMOVAL OF SETTLING. FIRM SOIL UNDER ROOT BALL AIR. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) H ROSEED MIX N.T.S. 11 PLANTSPACING DETAIL N.T.S. 7 TREE PLANTING DETAIL N.T.S. 3 ASPHALT PAVEMENT TURF, SEE SPECIFICATIONS 12" CONCRETE EDGE RESTRAINT; 3000 PSI; FLUSH WITH TOP OF PAVER; BROOM FINISH SPECIFIED PLANTING MIX 3 1/8" MIN THICKNESS CONCRETE PAVER WITH NO. 8 STONE IN OPENINGS 2" NO. 8 STONE NO. 8 STONE FOR PERVIOUS PAVER FILL 4" NO. 57 STONE 6" NO. 2 RAILROAD d BALLAST STONE 3 1 8" MIN. . C• i ( ....,.� � •� 3 � N .... E I _..._... ry t F � �w .... [I »�.,,..... }j 1 �T f I i 111 NONWOVEN " .L _.... 1 1 - 1 _._ S Im,_.. I ,_.._._ 1/4 POLY ROPE OR _ram_ ?! F✓ GEOTEXIILE FABRIC " 3/4 NYLON STRAP STAYS RUBBER HOSE _ I TREE SUPPORT STAKES ,.^.....,� � wf+-.......�w.•+. � � S' /-. i �� .,.�.,.."'^^^.......... I � 9 �i ....,,,�.I m' 1 ; ......�._ I I � ,. } ..._... `I ",..__......... I f , 3 f � i ! �....,a �».....#,...a " -3 PER TREE, PER SPECIFICATIONS 4 LAYER OF MULCH (NO I[; MORE THAN 4 TOUCHING I TOP OF ROOT BALL TO BE ----- 77COMPACTED " TRUNK) 2 ABOVE FINISH GRADE SUBGRADE, SLOPE 4" HIGH WATER BERM TO UNDERDRAIN SCARIFY SUBGRADE TO 8" DEPTH FINISH GRADE -4 �� COMPACT FILL TO BE BENCHED IN REMOVE TOP 1/3 OF BURLAP, AND ANY NAILS/PINS, ETC. r CONTRACTOR TO CONFIRM CROSS SECTION WITH GEOTECH PRIOR TO CONSTRUCTION. UNDISTURBED EXISTING SUBGRADE 1 ��,, r� 2 ONSITE GEOTECHNICAL SUBGRADE INSPECTION SHALL BE BASED ON SEASONAL HIGH REMOVE TOP 2/3 OF WIRE r`/ MAX SLOPE WATER TABLE ELEVATIONS. BASKET WHERE PRESENT UNDISTURBED SOIL LINE (IF SOIL /rr\�^/ „ I\/ PLANTING MIX ®U VEHICULAR „_ a HAS BEEN PREVIOUSLY DISTURBED PER SPECIFICATIONS PERVIOUS H LAR PAVERS N.T.S. 14 TURF PLANTING DETAIL SCALE: 1=1/4 10 FIRM SOIL UNDER ROOT BALL) WIDTH PER PLAN 9 ; ��/ \.: ....• .:. �� % ..: f' ti//�/°� PLANTED TURF PER STRUCTURAL SOIL,• COMPACT NOTES: IN PLACE BY VIBRATORY LANDSCAPE PLAN 1. THE STRUCTURAL SOIL MIX SHALL BE A SPECIAL �' -'�. , =� • PLATE OR STEEL ROLLER TO PRE -MIXED BLEND OF 75% �s" GRADED EXPANDED SLATE �\ \ / USGA ROOT 95% MODIFIED PROCTOR AGGREGATE AND 25% APPROVED SAND -COMPOST BLEND \/:\//\ ZONE SAND MIX DENSITY COMPACTED TO A MINIMUM DEPTH OF EIGHT INCHES: \ ���j�r �`/ \j�%\�%r��/r�/��/ DRIVE STAKE TO 18" \ rf\/�,!� wf a �_ a � E � 'm "-, " BELOW BOTTOM OF TREE S \ ,� A • \ V in SEE A & Bs EXPANDED SLATE 75% BELOW FOR USGA ROOT ZONE MIX 20% TYP. PITEDGE _�� CERTIFIED COMPOST 5% TYP. °° ~=� CONDITION „ 2. MECHANICALLY MIX THE SAND AND COMPOST THOROUGHLY 3. SATURATE THE 946" EXPANDED SLATE AGGREGATE WITH WATER AND MECHANICALLY MIX 3:1 WITH THE DRY I ICI ; .. I I SAND -COMPOST UNTIL THE SLATE PARTICLES ARE ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SHADE AND FLOWERING TREES") COMPLETELY COATED 4. WHEN STOCKPILING THE FINISHED MIX, COVER THE PILE WITH A PLASTIC TARP TO PREVENT DRYING OUT OR SOIL FOR HEIGHT MAX. MIN. ROOT MIN. ROOT BALL SEPARATION FROM RAIN EXAMPLE: CALIPER (RANGE) HEIGHT BALL DIA. DEPTH 5. INSTALL THE MIX WITHIN 48 HOURS AFTER MIXING 2" 12'-14' 16' 24" 16" 6. NO VEHICLES OR HEAVY EQUIPMENT SHALL BE ALLOWED 3" 14'-16' 18' 32" 21" COMPACTED SUBGRADE; ON THE ROOT ZONE LAYER COURSE UNTIL THE TURF IS TOP 10" COMPACTED TO COMPLETELY ESTABLISHED. 95% MODIFIED PROCTOR NOTES DENSITY USGS ROOT ZONE SAND MIX TREE PLANTING INSTRUCTIONS: PLACE ROOT BALL AT A LEVEL WHERE THE TRUNK 1. RUBBER HOSE MAY BE DELETED IF 3/4" NYLON STRAP IS SIEVE SIZE % RETAINED FLARE WILL BE 2" ABOVE SURROUNDING FINISHED GRADE AFTER SETTLING. USED (GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED). MAINTAIN THE TREE IN A STRAIGHT AND PLUMB POSITION WHILE BACKFILLING TO HEAW DUTY HEAVY DUTY 2mm <3% 2. REMOVE WIRE OR NYLON TWINE FROM BALL. PAVER 1-2mm 10% MAX NO MORE THAN 1 2 THE DEPTH OF THE ROOT BALL. SATURATE THE PLANTING CONCRETE 0.5-1mm 45% MAX � 3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE (ADJACENT UPHILL 0.5-1m mm 35% MAX HOLE WITH WATER AFTER BACKFILL IS 1/2 COMPLETE TO AID REMOVAL OF AIR GRADE). $fy:f�y �,: 0.15-0.25mm 15% MAX FROM THE BACKFILL. AFTER INITIAL BACKFILL, WATERING AND THE TREE IS PLUMB, 4. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER 0.05-0.15mm 5%-10% COMPLETE BACKFILL, SATURATE PLANTING HOLE AND ADJUST ROOT BALL (IF INSTALLATION. NECESSARY) TO MAKE TREE STRAIGHT AND PLUMB, THEN REMOVE THE SYNTHETIC 5. LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF STRAP, ANY CARDBOARD PACKAGING, THE TOP PORTION OF THE WIRE BASKET TREE. DOWN TO AND INCLUDING THE FIRST HORIZONTAL RING AND THE BURLAP FROM 6. PLACE TWO(2) WOOD STAKES PARALLEL TO ADJACENT PAVEMENT. " _ THE TOP PORTION OF THE ROOT BALL. 7. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. 8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. 9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND MULTI -STEM A. HEAVY DUTY CONCRETE EDGE B. HEAVY DUTY PAVER EDGE TREES, 10. SET TREE IN VERTICAL POSITION PRIOR TO STAKING FIRE APPARATUS ACCESS DRIVE N.T.S. 13 TREE PLANTING ON SLOPE N.T.S. Ll 333 FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 • e• w e e w• e s ee•�w •• ••sew • o w••• e e e e e. VVM.CLARKNEXSEN.COM RECORD SET 0`i11111111111j� ..r ,e�iO� �iV� f N C�Q�I�00 i 1/1�1 & ems` ' D$ ••. "!"'i S S e G' W SEAL= t/) • w No. 1414 nit s J G-1381 : Vn 'v Cr103 � • � LL I^ 0 vi d® w Cr% lt .� W N V Z W O Q U z �°- II :D `2 (nmo V O:®z U 0-®z a CD W 0 0"' z 00 00 RY® Q 0 0c) 00 U Zd' (nz " :1 I I TREE I i DESCRIPTION ! i I 2584 - ! ­­:::� 1 MACA10LA TREE L____2585 I CRAPE ,11WRTLE I 2586 _1 � 12" MAPLE CLUSTER (3) I 1 2598 1 10" GUM CLUSTER (2) ---I I 1 2599 OAK . ----'---' It �" Ch'ERRY TREE . 2601 ----------I T- " ,5 ". OAK I - I_____2fQ-:,___..___L1_.___6 " GUM --.----- � " � 260,1 %��..__ ' 4 OAK I __ � 2604 �­��_�.,_'T'ERRY TREI'-_ '---'--' I r___ -____.__­_._.__I_____.__11 1 2605 - - ­­f�� _________1'1- s � 1 2 " ��WQ� ET . . '_ ------------ i 2606 " ­­�­-; -.-w­-------------------___i , L , ,5A i . - � ­, --�---r,--,;5ii�f.-----------------------i ! 2607 " t --I- i 4 -.I------ _____1. � i 2608 1 72 " PINE I 2609 �__ ,____,___i _`___T��U'w t I . ! 26,10 - ---., I 1 4" CNERRY ff�F_T__ ;. ; I______________t___7",6r" 26,11 & 41" OAK CLUSEC 1 ----t,-- : 2612 1 4 " 001 D TREE _­­____._ I 2613 � --I i 8 " GUM 2614 ­_­ ' I,__,______­­__,_i 1 14 " PINC I .._1­.__1_11.__­ -------- -4 l ; 26t5 � 4 " OAK I i ;�_____ _ , ---,-------! 14-" PIM7 I : i 2617 ; --'---- ­__11 ' 5 " ��ff . i._______r_ I 1____,LFL�_�___ _­____,_____1 j 10 " PINE -1--j-T-OAK _______i 261-9 2621 I 4 - TREE I 1 It 2622 � 4 " TREE _____i 1 2623 I 7" OAK _______________�i , - 2624 72" i INE' __..._1­­_. 1 I ­­-.�F2��­_­ ­­� -­��_­;j5w�.-� --- ____ i 2626 1 12 " CUM 2627 1 4 " CHERRY TREE i 2628 12 " PINE - 11 __� 2629 - 14 " PINE -7 2864 __j 1 8 " PINE � 2855 1 1 " PINE 2866 13 " PINE 2867 ___ 47 �WE i 2868 12 " PINE i 1?869 -.-�.1.1-�-....'�711.11,�.111.�T.�,-�.��.-I� .- , '. , , , � � 11 I 1111111-:­ 2871 - i 11�" PINF -;--;�� -�_-;* ­ ­_­,_,__ -"", ­­__­_, I � ; �­�,'!"` I I - I " '' - ' ' "'' ' '' ' "''' - ; 4 " OAK - ' 2872 -..--- 4 " CHERRY TREE 2873 - 4 " CHERRY TREE 2874 - 4 " CHERRY TREE 2875 - 4 " OAK 2876 - 4 " CHERRY TREE 2877 4 " CHERRY TREE 2878 1 J " PINE - 2879 4 " OAK 2880 12" PINE 2681 15 " PINE � 2882 12 " PINE 288J ____ " 12'r PINE i 2884 - 12" PINE I 2956 ___ 12 "71NE I TREE OESCRIPTION i 2957 12" PINE I 1 2958 - 12 " PINE i 2959 1 J " PINE 2960 1 J " PINE 2967 8 " OAK 2962 ---147'-PINE 3ji 7 4 " PLANTED TREE 33,32 ___ - 3-r-PLANTED TREE j3jj - 10" HICKORY - 33,34 4 " CEDAR - ,33J5 _ __ ��_WILLOW 3,356 __�7­PLANTED TREE i 1 7 33,37 __ - _'__T - 6 "' ��EDXI? . � ___ 4 " � L �AN �7E IRE7__� :_ �Q ___,3.,3J'8__ JJJ9 _ I 2 " CRAPE MYRTLE _­� - T34o C I 2,7--cRAPE I,,f YI? TL I","- - --." � 7 J,34 7 2 " r,'RAPE JW)'r?7LE 3J42 I : 3 " IVAGWOLIA __ ,334.3 -1- I " HOLL Y 1 1 � .3J44 __-, I " HOL 11 Y J,345 __ ! ! I " HOLL Y ___� 3,346 __J_ ___­___.____� J " MA -,NOL 1A --A ___��_ " 3347 ___ 1 __ . CRAPE !V YRTL E 7748 � 4 " PLANTED TREE ----_---- �,., .___._4 - I 3538 ; 4 " PLANTED 7,RFE i ; q 1 i -3699 _.___--_j��__­­_;7___._7 1 7" C EDA R _­___­� OAK _,___.__.___._._____ __­� � : : 3701 _._ l: 8 " CEDAR _ _., --f 3702 8" CEDAR 13703 _.- 1 10" CEDAR .---I.--- 4-304 -----.--. ! 12 " PINE' _­ .' ______.________._. � 72" PINE 4305 � .-7-1.4 " 4,306 I 12 PINE 4,307 --'- 1---7j �P/',!E ----'-- - 4,308 __ - ! 1 13 " PINE ­.-I.- ,Fjd-_� ---- 1-1-1 ­.­__.__. 1 12 " PINE __ _737 " PINE _­_.._­_.._ 4 _3 , I I ; 14 " PINE .­._._ __________ 12 " PINE --4-zl.12 4JIJ -.----.. L. __________ j " pi,N'E- _____� __._______ 4J14 t 1 13 " PINE 43 1 "-5 -­- I 12 " PINE __ .- 4,516 1 ____ I 17" PINE 4,317 - 1 '2 " ,�WAPLE 4,318 _�_ 12 " PINE 4,319 1 12 " PINE 4,320 1 14 " PINE ._ 4,321 � 1 73" PINE 4,322 ; -.--- I 15 " PIN ____._4j2,? ___ 1 15- PINE 4.3T4 � 12 " PINE __L_ 4_32� - ��___L__L, ___._____._ � O" - ,0AK _. __ 4J26 1 19 " PINE 4505 ---I ______ ___ 1��­P/NLI* _____ " - 4 506 , I 12 " PINE __ _____7 4507 j 72" PINE ____.____.___.. 45018 - ------- l 12 " PINE ___ __ _� ____4509 12 " P I N E I _.1.­­1­­___ ­_______­____­_­___ - SU'RVEY LEGEIVD: 0 IPF IRON PIPE FOUND .t, V RIGHT OF WAY AVON, UMENT (S) D,O�T RIGHT OF WAY DISK ­__ BOUNDARY LUNE - NOT SURVEYED -- - - -- RIGHT OF WAY LINE ---- - - ---CENTER L INE ------------ WEILAND LINE ------------- EASEMENT LINE _ X - SIL T FENCE -)'�' AREA LIGHT WITH 2' CONC BASE 4 POWER PO"f- �-- POWER POLE' GUY WIRE 4:;� FIRE HYDRANT IS WA TER VA L VE 19. 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TREE TO BE ^ REMOVED i - D R A W I N G I N D E X SHT. T1 TLE -_ --- CD1 01 -1 EXISTING COND11IONS AND DEMOLITION PLAN CG1 01 EROSION CONTROL AND STORMWATER PLAN CG1 02 DRAINAGE AREA PLAN CP1 01 ROADWAY IMPROVEMENTS 01 UTILITY PLAN __CU1 CUl 02 UTILITY PLAN CG501 EROSION CONTROL AND STORMWATER DETAILS CG502-- STORMWATER DETAILS WSD-1 WATER STANDARD DETAILS SSD-1 CFPUA SANITARY SEWER STANDARD DETAILS SSD-2 CFPUA SANITARY SEWER STANDARD DETAILS SSD-3 CFPUA SANITARY SEWER STANDARD DETAILS - . . �>, '�F " ,, I 11 1�_ __ - I tl 11 � t 1, - " '� "I , � \ DATED OCTOBER, 2007 AND SIGNED AND SEALED " , , , �p 1� I 11 - - I I \ I 11�_, , '4> � , . �, 1� 11 1;�_, - ­ __ _ - �� - _ __�D_- I i ! I / ,� C�, "I �, � \ \ \ -, ,� �_ \ \ -- I 4oft 11� ­ U - - BY MARK A SMITH, PLS. / 0 , ;0 ,:�� -, '_ 1� /44, I ') I. I � '�p LOD 001ft 1\ \ \_ ,31-- -_ _1\ � _y I ;, LODIIIIIIIIIIIIIIIIII wo v � I DEED BOOK 2894, PA GE 124 '*1 11 -,- -0 - \ \ \ �, 007 ,,/ " , 29 \ -\ " 0 1 \ i, � " ( 'to I ! / " 11 �1� 196- , ��> ) BEGIN- "I'll \ 11 C)& ,� \ DEED BOOK 2362, PAGE 658 3,348, _��' . 11 \ \ -1 e4l / I I� , -11 -1 ; I 1 , � '1�11 1'�� 11?C110 / \ i =I J R I . DEED BOOK 2362, PACE 667 ,�,9�>, \ ,-- - " ,� - ,� � , I f I / \ 1\ 11 1� __ / � SILT L _�� ,-- -,�- '1� '� 2 + \ \ . 0 i I 0 I I , 0 01 t, I x - �, 1� �8__ �, ' - 11 \ + I - I I DEED BOOK 2360, PA GE 100 I / \ - ,\ �O \ - 11 I .,�?� .0", / - 1� I \ 1-n I\ I I 1 2 - _-_z FENCE -, / - -',-, -, I \ I I � I L_" I I I I � ! 6 / \ - ,�\ - - " - : / - " 1\ 1�1 11 I I i � f \ . I ! I I I I � - - -_ �, , " I ,/� 11 � - - -<', -� ,Q& �, DEED BOOK 2,923, PA GE 805 (NOT PLOTrABLE EASEMENT) \ �x 11 11 - - ` "I I ! I \ I - -1 - 1, - 1\ , k, . ; I I DEED BOOK 2456, PA GE J82 � / \ _<n� - " 11 / I*K - I � -1 I i � 77 (NOT PLorrABLE EASEMENT) \ "x 1\ - _ - "I " // / / -, ­- "- '\ " '� I � I \ i I 1 1 ! � "I \ �-- N, A \ � \\, -, I ,� , \ I T \\ \ I \ 1 ",3 , ',�, -� �, i I * I 6 I \ ,_ I 'k /I \ 28+ . �! I ; 6 DEED BOOK 4216, PAGE 8; \ 1, \ \ I I � \ >.,-\, , / /,& / "I '� , 4_'L 1 4 ' TO I � I '*1 i 1 0 1 DEED BOOK 2016, PAGE 740 ,IPLOTrED EASEAVENT 7-1) BELL SOUTH) \ C�, � -, ", I .jA I / 1AP, - - � �, -� - !e.�> -, 1� \ � - 1� 1 � I - � 3: \ � - .��'_ - ,� - -, '*1 /_0, I \ I I - ; i I M 1� 1�1 ,,,, I � / - __ - -zk*,_ - - _/ -_ ,__��,,, ,\ "\ \ \ z -1 -I 126+�2 27+T0 - I - 28+0 ! M I 11 ,'\ 1\ � -1 - jq�_ � � X i . I � - 00 / * I 2 � < ! I % _.�� _,\1 -1 "I I / , " 7C,5� \ \ / I \_�- -, , , 11 ,::�o " \ I 1_/ / ­1 I \ SURVEYOR'S NOTES. ��' Cl</ 1 � I/ ,�s - - I- ,� " , -� - - ,; , , \,\,- , \ A111kh.- 7+91 - ," t I \ \ , __ _ _129 - � '� 1, '� A q I I I \ , - - - /, I/ 11 - \ \ Akht, � !I I I_ � i I I , I 1. FEVA FLOOD 44AP INFORMATION: I � -., % I //I�� "",/ '27 , \ "/ - -- -- _- - - ­ ­_ ,,�-, -, -, 1� \ \ , , lzz� \ -qqqw \N 11 I � 1- I it, ,- -, �') \-D � I I i I I - I A PORTION OF THIS PROPERTY DOES OE WITHIN 1\ \ I \ I 1\ ,� /_/ - _. ----__._26 1 �� _­ 11-1 . I -, 1� \ \ ­ �. 1� 1D_ \ \ \ I I\ \ I 11 , *- i I ,- , 1 �� ! 1 r­, i 1 A I 41 i I i \ .__ - - - - __ _N ZWLI --,,,:>: -1 \ / 0 1 � i I 11 ! � I 1-1 'I,/ , A \ - I -4e F�U � \\? ­ 4_1�p___ -_ - - \\ / � I I 1-1 / , i I -13 Q " I SPECIAL FLOOD HAZARD AREA. \ _<zl�l - - Q�,� Y��, , -:�, -� 11 / \ . r C; I - - ­ "I 1-1 I \ M I , = '\,,�, \"" VV,5> 1 - -21 I/ z \,, -m, . -­­ -, -, '- -'- , ,� \ I (�' � I - / / - 11 11 '� - I I I I w � f� 11� It , MAP PANEL No.: J720323100d - EFFECTIVE DATE: APRIL 3, 2006 \ - A - - - - r r- �, _:Z,--, � , , -, \ / - \ i� '. R-1 I I - _ --,�11" 7� -� ,%, / ­�, 1 j I EFFECTIVE DATE.- APRIL J, 2006 .�c 1�1 - 00 , 41 , 11 ,,I- / '� � \ QD I i - MAP PANEL No.: ,3720324100J - 1� \ I ), I- / ,370 ,----- 5 11 1, ,� 1��\ � I I \ I I � tt i ) �_ �, I I I - EFFEC TIVE DA TE I - - /-I I I I I No.: , , -, ,- ,,/-> -1 - -­��- '� - _'_ - I - 1p 11 "I-, �, j 1 28- , k , 1 1 1� '11�_, 11 I " � 4- 6 50 t,v I I ( � BASE FLOOD ELEVATION. JJ' (NAVD 88) / I - �� ��,:- I � I 1 1 MAP PANEL ,372OJ23000i APRIL J, 2006 \ \ "�� A-1/ / // / �) - � t�, \ -A I ,�� // 11 / -_ I-,- \ U I - \1 A 1� 15W', q0 Ill 45 r I I - , 11 -_ -�, -:1"' \ 1, t�_�_ I I � � I ! - . BY W. K. DICKSON AND SEALED BY MARK A. SMITH, PLS. \\, - __ " � " , . I , / r N - - __ __ - _ - __ __ ��_ � �.� ��<', " -"b- ,�? -- , 30 '-,, �7_ ,�� \ \ '*'� _ 0 1 I t , I I I I '\ /7��, , -, �S_ 1 2. BOUNDARIES PLOTTED FROM UNRECORDED MAP PREPARED \1 1�\, I / I/ - �, 1 4 - ___ _� �_ 1�1 i '. - - - �x zz==___;0zr__:::_ 2�-�� 11 - -- - - �) S _ f \ I , ,,,, -�; , ", ,,, / " , ,� ,� \ _/ 1, � I i� I I I i I - \\ `\ 1\ / _ - 37-J I Y� t,> -,�,-, <*16- -, - ,,,- I - -_7- - i I ' i 274,03 0 v� I � I I I 1 J. ALL N. C. GRID NORTH - MAD 83 \ ,- '� - h-1 , I , \" / I � - 71, [ zl!� � 1 ! ��, BEARINGS ARE , . _17_� . I \ 1 2�- 16 ", 4. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS. \ , \ 1\ \\ '\ z I 4f -�_-� -, -� '� 1\ -1 __ __-� I _�_ �_ � 24+ I Q:�) 11 �,,, �� " - 29- �11 . -,� 11 , I I " /\ 1 1/1- 7-7 _� - - _�11 - , , �1� --, -11, 0.3 \ �_ 29��+ 2V � fl, I 1 5. ALL ELEVATIONS ARE BASED ON NAVO 88 DATA. \1%, \ �, "I \ ,, / 7 1� - ,,-,�_5,� ,-, 11 " " _1�1__ ,�,9 1�'&, -5, -_ z;?8- = � . I I 1� I \ A\ \ 1\ 1\ \ � " / ___ - "I -13EGIN SILT ;?, ",� ­� 1� 11 I ­ \ .2;+1\_1 1 0 a_ rly-1 I I' I I I I - 6. UNDERGROUND UTILITIES S14OVIN ON THIS PLAT WERE D IN, TED \ "I // \ \, �, \ 1\ �, � ,- _j x � '� ��19_�,_, "I 11 11 11 '1� I -� \ \ ,:�� -, � 11 . I I I - � FENCE i , " " '� " - -_ - - 11 I �Irl I 11 -I ,?. By ECS CAROLINAS OR BY CALLING THE N. C. 811 SYSTEM. /, "\ \ �q \ '� 1\ \. I- - * " " � I 11\, I i il V I '% 1�_\ 1� __7:��__;;;��,� �1`111 11 11 I \ ­�-\ I -,1 -1 10,� I ` ­D -�k -//- -,,- / � __ __ ___�__ ,,-�,, " " , � , . \ "I .1 !�, Q '\� : I I , �_ __ _�, : -,- , <�-/ \, \ 1��_ I . - I t I 7. 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I i I I � '� __ i J, I , I i ! � � i i I � i- I . , , 1� T I T if '1.%�, \ " I ­_ � �; I . � ---,, i li '6 '�, 11� I I I ­ ,� I , ,, , _< - I � I � Jl �L t 7- . - - 0 ,--: i r - fl; _01 I 1 ? . 1! __ , __1' �-,:i� �� 1, III _, , - SI -- __ E i I ,__� - , Z, I I f , I � _�,_ I 11 lz�l " Ill/ I "\- '-, , 50) I 11)x . 11 - , / � i I / ,�� '� -'V ) �,, a , ,�-_END - __ TO " �_ , �_ i . .,�_ --,--,--,*, , . ,f I'& - \x� n, \ i,, 2a " i I __Z_ 'i I 11 ,� /,-\ 11 I Cdl-z- -- -1 1�5 (--�i , ; '�!! 1 Z. / 1 1 , , 15i. \ I 0, , ** -,O, -,I­E.NCE- " -­_ ::�t_ 4P W 9 - l,�,;, � I / >< f �,--I , �' 11 I I 11! 1 I ill it �, l� " -_ . I I � , t I �_L I . ki .- 1 I I PZ . - \ I I � '� � : . I I -RA,/E T \ ./ i i I' _____ I , . .- -�_�, " - �, 11 I- i ! . 11 il Zi 1�4A 0 1\ -� \ 1Z ,-/"-I ahh� 11� 11 "I � 111) " _22=:�;i=_\,.&L....... . ...... — — ; I r, C', i7- iL 11 I � I .. :� 1 4 70 1 � j;U I I CO I I i i 1� � � 11 . �_ x I i t I - ZZ _ __ - - I LWALL * 8" PVC STORM DRAIN LINE IS SCH 40. — - I —SD — STORM DRAIN (SO) --W-- WATER MAIN --PW------- POTABLE WATER LINE _IW --- IRRIGATION WATER — FW— FIRE WATER LINE —SS--- SANITARY SEWER (SS) C B 110-1 CATCH BASIN D I FE-11 DROP INLET _.__*SDMH# PROPOSED SO MANHOLE 0 SDCO ____&SSMH# PROPOSED SS MANHOLE � 0 SSW EXIST. EXISTING INV. INVERT RCP E PIPE � = MLODM M LIMIT OF DISTURBANCE � - - - - - EASEMENT LINE 1 -0------O— TEMPORARY SILT FENCE 0-----<>- TEMPORARY TREE PROTECTION FENCING � El I TEMPORARY INLET PROTEC11ON I f.OINEER NQTES: ___] I 1. HIGH VOLTAGE ELECTRICAL POWER LINES EXIST ON SITE. CONTACT BILL WILDER AT DUKE ENERGY PROGRESS PRIOR TO � PERFORMING WORK. 910-383-4042 OR 910-520-3911. 12. TO MAINTAIN DUKE ENERGY PROGRESS'S REQUIRED REGULATORY COMPLIANCE, ALL MATERIAL LAYDOWN AND SOIL STOCKPILE, AND ALL OTHER STORAGE SHALL BE LOCATED OUTSIDE THE ESS TRANSMISSION RIGHT-OF-WAY AS SHOWN. 3. CONTRACTOR M PROVIDE AS -BUILT SURVEY WITHIN ESS RIGHT-OF-WAY. SEE SPECIFICATIONS. 4. PRE -CONSTRUCTION MEETING REQUIRED WITH DUKE ENERGY RADING IN DUKE ENERGY PROGRESS RIGHT-OF-WAY. CALL BILL WILDER 910-383-4042. 5. CONTRACTOR TO COMPLY WITH ALL OSHA AND NESC CODES REGARDING EQUIPMENT CLEARANCES AND APPROACH DISTANCES FROM 230 KV OVERHEAD ELECTRIC LINES. 6. DISTURBED AREA MEASUREMENT INCLUDES LEFT TURN LANE DBURY ROAD-S.R. 1336. 7. ONLY NEW HANOVER COUNTY REGULATED TREES ARE SHOWN, AS REQUIRED. ADDITIONAL TREES EXIST ON SITE, BUT ARE NOT REGULATED, AND THEREFORE, NOT SHOWN. THESE ADDITIONAL TREES WITHIN LIMIT OF DISTURBANCE SHALL BE REMOVED AS NECESSARY TO FACILITATE CONSTRUCTION. I I \ `t �, 11 A A ::I- i V) 01 TO VV r- N 2%04 - i /': I i I 11 1.17� I - ,�, � I - I , I I I \ / I . ,,�� I I 1� N �� � 111;N,11�� In lu- i � __Ael Q: I �� I / I - - % I,- lon)k­ Q �� I - � \ \ \ 11 " 11 I I / ill 41�' I- i / I I I �) \ 1 1 I I ___ \ I 1 29-50 1 � / \ ; 1 1-00 r� . - _/ I I I I - '10. - - - I . . � , 1. - \ - - 11 -*00- -2,;� , , ; I (0 - -- - -__+-=�____=,_ - / / I I \ '7 - 0,-/ " OUTFALL _�-- , - ,' - ' _­�­ x - I t7 .1 - ­ - I ----= , ! , I \ \ \ _� '_ 1, �, I- ------- - ,\ EX CHAIN 11ro. I I � ,ny _r1X .1 - - ____ V1 1111'1/ I / I 11. \ i I I I � ! " \ ; � \ I � I I C, \ \ / 'C�<� 24- FES � ��_� ----- -� \,, 9NK F-EN(, L U i ; k I Tj � - 3 + ?�:i 1 ( \ ) I , --I i ;1; I - '1� ) / - �, ___ ,� ,_ \ -� I I � r---E'Xlt z k I "I + , 1� 5 i I �i I I l 11 I , 19 / --i I - - , 22.50 INV I'-- ' F/rle/ ;?- - , I I I I I I 1 28+ i I ___ I 1 g- ( i \ \ `1 -] \�, . \ I ___r I I- \ . 11) �,P& `t I I � 1�/ 2y I ­� 6 � - 7� '_1 \ \ �, i __- <, ; I 1610, - - - mi I � 10 i 1 1 1 i r, I \ 'I/ 1'�,9 ,_ I- - __ - � 'I, \ -� , / I + i I son I x 'It_f LDG __' " / _;11 , .1 o I J \N 0 (5" - - \ \ ,�� _�> I - I . - EXIST. -1 ,.,.,\ *127 Ill I I / / '\ __�_, -11, _­ I l,11 ', -0­ . �RATE I I j K26 =1 I 1 6- -,\ \ %-�, \ ffl 1�' � I SDMH1 I./ A I I I i 25. INV i i I \ ,- � - t r(-, 11 �, - ! - I I I � � I I I I - - %, \ I- 1�_ -� \ 1�\, I- A\ 27+56 / \ 28� 86, / - , I . - . --- . i I I I I \ I STORM � 28. 8, -QP � � I - - ,-, \ 1� " 11 " �,::�', e- \\ ' i 4 T� - ii� - �\ I . - \ '04��'(8 4&, ', \�' "I k \_ I �\ 0 11� \ � 2 �+ I I 0 I 11 I., 1\ 1\ ,� -, ,� �, ___--­E­.--tNV. 24.39 � , I I ! i I / I 19 !I 11 - / " I , I , , , / 11 " ��, � �� -, \ \ '\ Ill-, ,_ *, ,_ " 11 , 11 / \ �,� 4N 2.9+ ­23-4 1 J" I ., I k 41, ! i * 1 1 � I � POND 61 27+ 78,_, i \ - "I ,� ", 1� o I I � I I I '\ \ '\ , . \ �W. INV. 23.14 1 1 1 1 , ,�� _1§W I I � I,/ \ A -F '78 'I -_ _1 A6, ,-, , ll '1� / � / 'y Ill ! I I ... / - - . \ \ \ ,.�, -� '� � " -, 11 / C� \ I a I� I I I I 2Z.87 Lil— — "_ I _� - — I / I � I I ��. l, 1� � I � - _ --`;� I I C, I ��� 1\ ,_ � I,*,) 36" RCP I I I 1�1 ,-.A 4,�c - - \ \ , / - I i9� -d Q -4 � ­ - - 1 1 ; . \ ) ,/, ,��,>, \ � '11��. i 11 \ M 2S+ � , \ 11 ,4:� ,I,- <,- 11 " c;, 1� �,,� / SD I 11 11 ­4 - ! I= I ",',, ­ � ,�� //4/ /-,/ <� _,� � - !I i � 1\ . 57 : \ It I \ ,\ ,- 1XI ) I / I 1:� * \ 1 29-- 39� � I 0 "I �, ill - '\ " '� ou - I I I I I 1 9 � , , ._1 ,--*' � ,� " TFALLj __ I a '. * It ���i) 1 9 / \ 11 /& �� ­ \ -1 1-1 "I 11 - . 28 74 1 ool Z±__� I _. - 28+ 16 '� I I I \ ,,, " '� / '\ O& _ 11�1 - "I 1� ,-, ", f -11 I / 'END SILT 11 - - \ Qv . I I t I i -_ \ . i 1 1 ,i"", ,�_ "I �Pcl "I I � , , 'O .,_� I - "I "I INV. 22.50 ` ,,­ Ii ',' \ FENCE,, I '1� \ - -- ­ ­ . I I \1 I / _�) /Po I -1 1� - ,'- --V I , _____ N I I I 11 _", V 0 ,� I 11, I -;�,�_ _, �- , ,; I V 11 il � I / -Ipo_ '� '�, I --�= I OD 31 0� _lti I ��w .I � . . "I - � ., / 1� I . "�' \ \ \ 11 0(/"- / x I -,�� 11111W _11111111111111111111111111111" 29 Abb- \ -- -2-9- - - - -- - . 6 1 \ K I NO -1 " - �� ,/a, Z "I I , 1� " �� \ - \ I ,i T NOTES PEE !QEOIECHNICAL REPORT: ',��, ,�, I I 7:� / �, � -:- \ �BEGIII� x � P 0 \ I I I I,- -� \ � I '11111111111, \ \ \. I ,'?C',o , / "I , I- \ \ \ - I I- rT1 . � ,I � - �0 S-� 1-1 '*1 I \ ,>, N \ - -, ,,, / - SILT t� ;��-� __1 29+ i I , I I I I / UNSATISFACTORY SOILS EXCAVATED FROM THE STORMWATER \ I- , \ -,� ,�'*,-� -��_�,,,, / 1� " -," -1 ,,,, 1�' \ � I I ill I , A W I I- -1 I \ - - I - - 1, 11 -� I / " 11 " FENCE -, / �. ,�� " `1 \ \ +5 . i I I i I 1 6 POND AREA TO ACHIEVE DESIGN GRADES SHALL BE HAULED - I - - " -� / Z - -_ 110& ", ,�', -� % - 1-1\ _-,'�S:> I I � k 11 I 1, \ / \ "I _<1:9� �, -� �, \ ,� 1, - " - \ I I 11 A 0 T \ ", OFF SITE AND DISPOSED OF PROPERLY. UNSATISFACTORY \ � - � ____ -� �, � - � /// / -, �, ,\ `,�� -�\ _� �� \ 4 SS - I i �, 1\ i i CLAY (CH, CL) AND CLAYEY SAND (SC) ARE ANTICIPATED � \, ;�) T '. \ X�,�, / X / I- ,\ ,�k -,,�, , ,- I /111�_ I - . � 25 + ?O i I I 1\ I 1, I - �,>> , -, 1� '� , , \ \ \ , �\, ��,_ \ N /�i ), -v� 1 / I - - 11 /151111 � 29-4-,5 f 0yen � 11 26+ O? I I 0 ') -:16 - - � ,-, -,�- \- 28 + 42! 2 7 +1 110 I BELOW AN AVERAGE DEPTH OF 4 FEET. THESE SOILS ARE 1) Y, \ \ ft� ___ � I / �__ � I I I I 1�� " 44- -- - _/ / I / -� <� \ \ 4 1 - -i � I ��_, I \ I � , ', -1--'5 / -'�- -,:� , N ,\I - /I \� r " '� �, % \ () I \ Fin ( I Z/-- &-I __ - t- J, SSIVELY WET. THEY SHALL NOT BE PLACED \� _� - N '\ 1\ `�� ,`/ <�_ \ , - ---, "-,/ , ,_ -, ,\ -, \ \\ 11 �, /1�01'11 \ ,0/ 11 . < i , 1\ //, - - �,,� \ \�, r �1_ I I I I 'j, - V --/,S, \ I � _/_ - - - / — ,;j,:`>" " '\ �', \ \ lz�_ \ 1�,�, I I � I , - f', ,, �) I I '\ I- U I _ 26 - - 1, \ '� 11 \ \ 11 I t, I "\ - - ? � . � � \ ON SITE, EVEN IN NON-STRUCTURAL (LANDSCAPE AREAS), F-,. 1 t __ q, ,�q " //� \ '00 " /, I - - ,c?,S, PS \ \ \ I A) - 11\ I " , - , , 1\ I 1\ V,5_ -_ - -_ -_ - - - /I , - - _QN!D SILT ',- �:��,, ,"_ �� \ , ­ _ - 1� �� - .-I;_:, . \ � AS STRUCTURAL FILL OR NON-STRUCTURAL FILL. 1\ "I I , 31le �', , __ \ \ ) � I I LIA ,,& ""'C"o \ -- _---o"." ,,, -&� "-,_,� '� 1\ -11 / - . \ F9 i ,,� ,��,-� -_ " \ , ,�>> ,� 11 " - \\ -\"\ , �) "I, - , 0 FENC ,,�,, �_� -, ,PC 1 11 . - - \ \ \ A � / � � '-" , -Z '0 \%­ - - - - �, 1\ -1 11 11 , 11 ',`!,� - / ,,�� - I \ l::D _� � / 'T, i�l UNSATISFACTORY SOILS EXCAVATED TO INSTALL THE STORMWATER � �, , z, , / " ,:� lk' I \ \ // I I t� \ 00 / / / �k-, " I- 1� 11 \'�� -, \ / � � , � I 1!�- 1\ 1� / - --'- f1tta 1�1, 11� 1� 11�� 11 4 1 1 PIPE AND STORMWATER STRUCTURES SHALL BE SEGREGATED - / � �� z, �� P. `1 �1� \ \ i , 26+6 (NJ \ � "I / /1P I / ___ �, _-�_ 1� 11 �_ \ . I i I - 0 . I -i:� I FROM SATISFACTORY SOILS. UNSATISFACTORY CLAY (CH, CL) , / ( !�. 11 I / - - . I "� '8� (PI \ A / \ - _' _'_ - .,�� � / �, " '_� \ 0 0--.- S T 11 4t - - __�� � � / 1�_, .. C - 19_/ # - - - �, 1� -1 -,'-,- _��, I- 1-5- 1��\ I / I - � -k ; ,ij 1 '\\ - � ­7 TICIPATED BELOW AN AVERAGE / I/ - ­� _-, -1 - ,� ,�:� - , , .?,) 1\1 I I . ", _/ - ,,Z,� " '? ,�', \ _/_ I I AND CLAYEY SAND (SC) ARE AN \\ 1� N \ __ - '- ,� -�- -� - �, / ­3� l " ,,-**2 t JI �� . - -�__ *�, & _30_ \ 4- / ,-- 27-, 03 0 - I \ ,-, . - , , - 1�' . I, 2 5 , It, - I DEPTH OF 4 FEET. THESE SOILS ARE PLASTIC AND EXCESSIVELY \\,,,\ /\ "I \ \ \\ \ I/ " ) Ill ��,, -� ,,, .1, �, 1� - -'�_� 29+ 0,3 \ I- ' 13, �, 271+ A I Q) -1;11 1*1 "I I 11 i I - I �_ __11 ��,<,-� " ",> '� - �, \ '��'� ' k - __� I \ �, 1\ 1\ - , 1� - 29 \ , (I 12�+\f V _441 Ff_ A, I - WET. THEY SHALL ONLY BE USED AS BACKFILL IN PIPE TRENCHES I / __ ,,r , n iL: - _< I I I -� A\ \ 1\ 1\ � �_ - ,,r BEGIN SILT '1�i� 1� 1� 11'� '�, N " 11� \ - -�,�, � 1� \ \ , -, �_ � _` 1 �41 A, 1� " � 'I, ­11_1 \ I I 1 __ �1_ I I �_ // \ \ 1\ /�, � , MORE THAN 5 FEET BELOW FINISH SUBGRADE ELEVATION IN �, \ 1Z FENCE ___ � ,,,-�-, I- ,- , I / � l I � �Izl . � - 41 11:\, I 11 I --- I . 11 "I __ __ -, " '� \ - \ �, I I __ - '- " �, -� - " - I t" ,_ ,& "*\ Ir \ \ -, I I- - _/ -.Z - I --�,,, -� , , . 11 11 PAVEMENT AREAS OR MORE THAN 3 FEET BELOW FINISH GRADE — I W // C . , 1� 1� 1<\ �_ \ 0c) � i W� \ " "XI - -1 -. 1-�,, �- 11 -T/�� , --, \ - --� ,� I - 40 1 I , IN NON-STRUCTURAL AREAS. THE UPPER 5 FEET OF BACKFILL 11 1 ,�4,�, � - -14- i i ICAL SURVEY BY \ R \ -\,, END SILT - (11 I-:- ,,,,�, 1�1 I C-) I 1� \ j N 1.14% " I ,�t - , �, _�, - I 11 I _ - __ - 11 - - I 1b, ,E- -_ - j \ \ - -- FENCE I_ - - ,_ - /nl�l 1 '3,> �__, -, , , ­��&, ///�, -\_1_1 1� , �, 7 �1_1 I 1 1 ; IN PAVEMENT AREAS SHALL BE SATISFACTORY SOIL PLACED AND ROBERT H. GOSLEE & ASSOCIATES, 11 1< "V 1� ,_-Q-1 -,- _�, -1 111� ,,_ - - I 'N% 11 , -,0. � � '%- / 77 � I ') , Z - � " ,� --:�,�, I I 11 PA, DATED MARCH 27, 2013. " ---/ ) - �"1//, /,I/ ,') , N - - '�p '- 1_�, Z, -_ � '112t � COMPACTED PER THE PROJECT SPECIFICATIONS FOR STRUCTURAL , I (_1 , ISO __, -1 I - " - � 11 'pt, " - ,-,., -, , 11� - I :1 +76 1 3 1 1 ALL EXISTING INFORMATION SHOWN ,/,,�, ,�, �_ I , ,�� / 1� ,,_� I 0 01-11/1-51, ,� 11 " , �, � *_ -� \ 0, 1� :_ 1 29 8+59 BACKFILL. THE UPPER 3 FEET OF BACKFILL IN NON-STRUCTURAL /4�_ 411 _�, 11 I �_ ______ --,/ / I __ 1-1 � �,- - --" --, � - -� ­, , " �_ ,� -, ,_ 1-1,� 11 , 111 � I ,> � \ , , /�,, " .,:,�� / , �'6 1�� - 1_�4L,_-��,Z -�­, -�, " I . \ It _ ,_ I I I = I 1 HEREIN SHOULD BE VERIFIED BY //4��_ /n- -,,o , 6: � � 11�� \ � 1<, ,;�, � -� -,, -, , �- ,,, " - 11 \ 6 1 M, I �, � AREAS SHALL BE SATISFACTORY SOIL PLACED IN MAXIMUM LOOSE USER. C>& 4:? , "P r, / \ ,*�C'_-, ,�, __ , '� iZ- -�- , I '--;, ,S�- 1 I % \ LIFTS OF 12 INCHES COMPACTED TO AT LEAST 90 PERCENT OF �, , \ -_ - � " -, f_1 \ '_/��, I/ / '� `-', - - �� ,,_ -, -, ­ip, -_ , -� � �, 7� �, �, m?6 - - I � / - \ 1� li, _> - , I - - ,�. 4 1 1 / c_,�4 � 'x THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY. I V­ /1�1_' - / I- ;Z1 I I- -1 - Ab_ I - / J 1, � -I.Y \ Z-- I " -, '_ .�,,, -� 11 �, 1� 11 - , I - I - _/ ,�- -, "D - i I I 11 ) -- - � �, __�� � -­-� -,, ,-Z- - -_ ,� 'J'�- _�-�,\,6 1 ---�j /,,,, / / \ I I \ ,�o " �� / 41 \, _/ '0 .;Z� .,> - C� I,,, �-, , 1/�,/ 4 , � 1 1-11-1 / " " � - - -C<9-, - - ,-,, I Designers Plan Certification: 1�1 . __�__ 1��, 3A- - 7 / 0 � - � \ I - ��,� -, -- -,-I , � I- I . \ i I � 11 -1�,� ,- - \ __� �,," I 11 1 6Z, _��,Z��-�,_11, I 'I hereby certify that this plan has been prepared In accordance with the latest 1�� + \3 \I- C-,��, 11 � " A - -,-- -- "� "\ \ - , I /I / / - , " , . � 0 'i I <', , "� - - T �_ ',R �/y - --, -� -� - -- -, S �, ,� - .'� 1 , �, -� ,- �4 1� , / � r __Z___ / - ,j #4 13�� - , ��,, �, ­� 11\1 F, -, -, -� / I 1� I I - G1 , , , I � I Y_ //J� ­/,�- ��,S/, � I "I N , - 11, / *Z() I "I Signature: - �,�� , __ 1-Z. ,`7� - -� I l,;;rl 1\ *� 11 --�y -, 1\ , I _ , I I �t - ��, �, k 94-2 , I I 1� 16, 1 - 11 '/ !. �, � . �, � � , I , " N, , - I - I J _,_�� ill: 11'11�j ,� ///,/� //t/ �_ , " - 1� I New Hanover County Ordinances and Storm Water Design Manual." I/ I I - \ I "I, - , , , " I 0 / I - q., ,,� �,/ r - � _� ,Z i , I—, . ! // � \/I, , (3 1 1 , I ill Printed Name and rite: 11 y � 0. /S, �� \�' , ,� � ( i L� � �, lu, " �! I / I �1� -/' ­'119 _�� � �� I ��,- � , 1 - -1 --�- �­ .1 - , I ,� I - 1� ��,� I ,\ " I Date. / ft,/__ . 6,>1 - " � '\ "', --,'� � 11 '_ ] , I", 1� " " I I '11_" - - � ­ , % -_ � I;: / I r\ . 11 __ I I ��) 4$7 �1� - -, 1-1 �Iy 1;� 111� I \ I ,-" -�!'- 11 "'�-,,,, I . �, -, 11, , 11 i I /V-i- 1?1� , . , ; A ; i � tq�)� . - , , I , - ; � � : , I �,� , I " � I � ,; I Registration Number / ��\.) /F�k, ,�, / . 1__/ <� ,_ ,��'�_�. " " " ,� -, " " � - i , i i . � __I,,,) --j i� I I -, -, �, , " i _� I I I ; .1 1z:Z1 q,��>, fif (�, , I :?/IV 1�1 .'� � "I 11 -1 - � p, " \ . - �, ,, -, "I 11�� 1\ "i, I- 1\ I le. 'Z� 1191 - 1,\4��,v . ,2,� ,� '�'6' - C,"/ _Z11 1 I �_ , " " , I , P Property Owner's Certification: ��, jy �� ��-Y"�\ <,� %..,; /1_11 ; , " """ I 1 , ­ I I 1� I till - /,J,�, � `l` _� � , I., . I , - �, � / - 11, '1�11 I " .�,,� 11 ­ ��, f � _,� ,I , i � , ^%1. � 1\ .�,,� ., >1 :1 A 1\ ,� , , �' 1'*,� " �' '' V�'­" '."I "I I We) hereby certify that I (we) am (are) the current owner of e property _Ar�, I T - I : , , 11 ,�­�., ,..,!!:��­_� , .< -, , ". I I , ii � - , that upon receipt of 'Authorizotion-To-Construct* any dearin gracing, 11; / ri�'-,�� �T' 7" 11�� I I i 11 11 11 ", , , I I I I , �, . on� .___�Z 1* - I 1� ,t,�,-�_'*,, V 11 -1 11 I I "I ) 1� � . 1. \ �� Ili I . . I � construction or development will be preformed In accordance with is plan and /�,_ I �� _Oiz I `1 ,\ -, ,e , I I I 1\ - 1� -1 �. 1� 11-: 1� .1 I � �,, �/�,, 1, / i 4q I I I . \,,, �_) T - "I 1 \, I ,�, �� �� 11 1� I 1.\ i - x ly� �_11 �, , ,�� I 30+ 06, . that the 1plicable ordinances and rules of New Hanover County-, e State of ,� r 01. � --, - " '� - -, I I - , t , ��- ,q - I hia wid line Fedreal Government and its agencies which re hereby /PC 19 I -,4- -,,- ,- �-, X - >�� I 'Ali \ North Cui 1 -Z� " , I � � , -, -, /�, N 1, � � I J \ made part of this plan. As the owner, I (we) accept full responsibillity for the t `�, 11, 1 ,, �� ill 11 _IQ I " '41, �, � " i ,0 _Zp - I '<�, I 0, 1� / . ,� I I I i�� I 01 I 1 , " , ", I 1, I I I � ry \ I � _�:61 4 C, I/ 1� - 1 , I ,�... �. Z1011 I : � / \ \ - .6,01 1_?11 , � 1,� I " )a, � 1,� 11 _ . I , �" �' / '\ 14,�,, /�' " : I , , �� , -;� , -- t I , - , I ";q zz� �� " , , . i : \ construction and operation and maintenance of the proposed facilities. I (we) (1:1�� � - _�_ . i, I >, will not attempt to transfer this responsibility without the written � - - ,\ - �� , (:;,��, , , , � ��, \ I , � Z, , I � I 1. ,,, authorization of New Hanover County." I" <: 2� ; 11 �/,_, I., �� � Z�, � , \ , Nl - , \ 411 I __ � , , . .1 1, I - �. : . � , I `, , , 13 0 60 � ��/,_ , , //I 1_ //z�, �,//­, , � ,�� ',�" " I -1 ", � � 0 30 ­ -il-, ; - I �', \, �, " .11 11 11,� "� � kp �30 - 1\ N , 1­1­11­1 ­1 — I ­­ � � I < <,-, - , , �, ,�,. I I / � &� � 7 �� . I ; � I ,��-;,- t--/ _1� -�-� � " - I - _'_,�` I `�. � I , _ \ , I I ,, �,- � 1"� ! 11 \ , .. `��,­ ­11 i - : ,,, � \ � .�� - � � - - * I" . 14 Signature: ; , '�� !; ­ � I., ') i, / �,, : , 1, - \ - � I I " � . I ­------­'--'­­-­ rr 11-1111- ...... 1-11111-1-1-111-1-1 ­­­­'­* ­­­t 1Z., ,� --Y,�,, ,5_� ", � , �-�, - �� ­ /,�; .,::�_ " I " , -. 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I I - - � tw 7 --- -�, i , ,,- I I , � � -� ­- ,,;, .,:: _,_ ; � , - � I . � ,,.,, , ­,, �, " " ., ; 41 1, �­_ �'�_ �� ,.� . .,:, ­,&_ ; -:::." _'�._ 1­­ "_,�,,� .., " % i _1 �-..�,�-11�-�l-.---,��-�,----�--.--�l-----.,------�-11�--I --------------- __1.____._­___. ---�-�-,-�--,---�-.----.-----..-�---,- ----�---------�--�-----��-.---,-----.�-�-,��"--..--- _______.____ ---------- _____ - - ------- _ ------ �.,-,��-.--�-.---.,--,..--.-..�,--�----------. __ , - ,.,/// , I , , III I< /J�>_ ;'i, --,--,.,, , I - - ___ � - ��, i, � �, - It, I . � I- " � .. \ / ; " ; I 1�1 � ­1_1­1 ...... .... �: : �� ; _ C�/_ "I I- ______ I ,-.l--. , ­­ I _ _"'�­ - - 11 �I - IT ___ ______________ I . L�� --)---'- __��_ I, , � --E-2-�-�-t,2-"--,Qlll,:�----,JL � � \ � " DRAINAGE AREAS Inlet Structure Imp. (SF) Total Area (SF) Total Area (AC) C Imp. % SDIV1H1 ul 0 0.00, - - SDMH2 0 0 0.00 - - SDMH3 0 w U.ww - -11 SDMH4 15,009 14,986 0.34 0.95 100% D11 1,850 1,850 0.04 0.95 1007. D12 8,171 8,171 0.19 0.95 100% D13 769) 1,426 0.03 0.60 54% D14 687 1,862 0.04 0.48 37% DIS 003 .L,ZD7 0.03 0.011.11 54% I, 7 D16 487 855 0.02 0.63 57% � D17 10,880 15,886 0.36 0.71 68% D18 11,311, 17,380 - 10, _.__ 65% D19 9,237 12,849 0.29 0.74- 72% DI 10 18,476 26,065 0.60 0.73 71% Dill 1U,99b 14,427 0.33 0.77 76% DI 12 1,385 1,557 0.04 0.87 89%1 D130 326 1,156 0.03 0.41 1 28% � RD1 2,469 2,469 0.06 0.95 , 100% i i I RD2 . RD3 2,373 2,373 0.05 0.95 100% RD4 2,232 2,232 0.05 0.95 100% RDS 2,136, 2,136 0.05 0.95 100% RD6 1,783 1,783 0.04 0.95 100% RD7 2,972 2,972 0.07 0.95 100% Kv?5 2,375 _3 - - ____ RD9 2,340 2,340 0.05 0.95 100%1 Trench Drain 1 0 978 0.02, 0.20 0%, Subtotal 110,277 140,723 3.23 0.79 I 78%1 � SDMH5 01 - - SDMH6 0 0 0.001 - - I i I SDlVIH7 1,50 � 3,758 0.091 0.50 - 40% i SDIVIH8 1,364 - 4,045 0.09 , 0.45 Z)Wo I I D113 1 -833 0.11 0.78 77% - DI 14 1,990 2,242 0.05 0.87 89% - DI 15 2,657 2,958 0.07 0.87 90% DI 16 3,364, 5,946 0.14 0.62 57% - DI 17 0 10,628 0.24 0.20 1 D118 2,891 3,477 0.08, 0.82 DI 19 - - - - I . - D120 944 1,305 0.03 0.74 72% I D121 3,944 3,944 0.09 0.95 100% I D122 752 751 0.02 0.95 100% D123 849 850 0.02 0.95 100% -, D124 573, 692 0.02 0.82 I 83%j . D125 803 876 0.02 0.89 I 92% . . D127 - - I - - I . D128 1,392 1,665 0.04 0.83 84% i D129 469 16,599 0.38 0.22 3% D131 2,742 6,507 0.15 0.52 42% RD10 1,131 1,131 0.03 0.95 - i RD11 1,559 1,559 0.04 0.95 I 100% I RD12 1,453 1,453 0.03 0.95 i00% 1 RD13 1,517 1,517 0.03 0.95. 100% RD14 1,597 1,597 0.04 0.95 100% RD15 1,550 1,550 0.04 0.95 100% RD16 1,968 1,968 0.05 0.95 100% RD17 - 1,710 1,710, 0.04 0.95 100% I RD18 2,302 2,302 0.05 0.95 I 100%1, RD19 3,433 3,433 0.08 0.95 100% I I RD20 1,358 1,358 0.03 0.95 - 100%, I RD21 2,050. 2,050 0.05 0.95 I 100%I - RD22 1,938 1,938 0.04 0.95 100%1 RD23 3,053 3,053 0.07 0.95 100%1 RD24 RD25 2,111 2,013 2,111 2,013 0.05 0.05 0.95 0.95 I i 100%11 100% ,! RD26 1,799 1,799 0.04 0.95 i 100% I - - RD27 3,378 3,378 0.08 0.95 100%1 RD28 2,861 2,861 0.07 0.95 100% RD29 848 848 0.02 0.95 100% RD30 938 938 0.021 0.95 100% RD31 2,139 2,139 0.05 0.95 100% RD32 1,972 1,972 0.05 0.95 100% � Trench Drain 2 0 2,420 0.06 0.20 0% � Subtotal 75,301 118,852, 2.73 0.68 63% I I I I � I! Total 185,578, 59,575 5.96, 0.741 71% I ENGINEER NQIE5: 1. HIGH VOLTAGE ELECTRICAL POWER LINES EXIST ON SITE. CONTACT BILL WILDER AT ESS PRIOR TO PERFORMING WORK. 910-383-4042 OR 910-520-3911. 2. TO MAINTAIN DUKE ENERGY PROGRESS'S REQUIRED REGULATORY COMPLIANCE, ALL MATERIAL LAYDOWN AND SOIL STOCKPILE, AND ALL OTHER STORAGE SHALL BE LOCATED OUTSIDE THE DUKE ENERGY PROGRESS TRANSMISSION RIGHT-OF-WAY AS SHOWN. 3. CONTRACTOR TO PROVIDE AS -BUILT SURVEY WITHIN DUKE ENERGY PROGRESS RIGHT-OF-WAY, SEE SPECIFICATIONS. 4. CONTACT PIEDMONT NATURAL GAS FOR GAS LINE RE-ROU71NG AND GAS SERVICE INSTALLATION. CARL PAQUET 910-251-2818. 1 5. CONTRACTOR TO COMPLY WITH ALL OSHA ARDING EQUIPMENT ROACH DISTANCES D ELECTRIC LINES. � 6. ONLY NEW HANOVER COUNTY REGULATED � 1 , TREES ARE SHOWN, AS REQUIRED. i ADDITIONAL TREES EXIST ON SITE, BUT ARE NOT REGULATED, AND THEREFORE, NOT SHOWN. THESE ADDITIONAL TREES WITHIN LIMIT OF DISTURBANCE SHALL BE REMOVED AS NECESSARY TO FACILITATE CONSTRUCTION CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 809 Peachtree Ave., Suite iO2 Wilmington, NC 28403 9iO.397.2929 Ph. 90.397.297i Fax CTT Job #6729.00 Firm License Number: F-0113 0111111�01110` LL Lij F_ z w () AO ^ Vill w 0 r% k�j 0 .j 0 z M .0 46L U all LLJ F_ .0 r% kl�j U') C) z Nt 00 Or% w (N kil 0 < w Uj z j Uj _j _j � illil- 0 0 w Uj (.) w + >­ < C) < �- () z Z: ,e.-,' I =) 0 �_ < Uj 2 < w 00 0 z 2 Ujxz 0 D LLJ (.9 L) .,;I-- - CL it Z (.) z w dz-- -.% 0 .9 < < F 41111111111111111111111111, n �_ Us z tr) 0 Uj C.) 0 (D , - 00 0 U_ X - Z E5 '_ .j vi - C5 LLJ �- C) :>: "- g 0 5 CL x -w 0 0 04 -J < (X) - 00 0 () < Lmok (-) z .I- �: C/) z 'i . STONE PAD AT SITE EXITS 70 REMOVE MUD FROM TIRES NOS 1.) STONE SHALL BE #4 WASHED STONE (6" THICK) 2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER -COURSE. 4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. TEMPORARY CONSTRUCTION ENTRANCE SCALE: N.T.S. La a •Tw�•w•►� .trT �i�.sf-#,. r % % W!""ti! ti! rrii,•i�,�i FLOW d (DEPTH) RIP RAP DIMENSIONS OUTLET LOCATION 1 PIPE 1 W1 Size j(ft)l(ft)j (in) i W2' Lai Average Id (ft) j Rip Rap I(Depth) I !Size (in) (ft) E RIP RAP APRON DETAI SCALE. N.T.S. 1291 9.25" 4" MIN. STEEL POST CONSIBU TION SEQUENCE: CTOR. 1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR INSPE WIRE FENCE. 2. REQUEST PRE -CONSTRUCTION CONFERENCE WITH PROGRESS ENERGY. FILTER MEDIA EXXON 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. GTF 100E OR 4. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER POND. APPROVED EQUAL NOTE: USE POND EXCAVATION AS TEMPORARY SEDIMENT TRAP DURING IIN. 12-1/2 GA. STANDARD GRADING OPERATIONS. JTERMEDIATE METAL POSTS 5. SET INVERT OF SEDIMENTATION TRAP ONE FOOT NIGHER THAN PERMANENT ARES w 2'-0" IN GROUND INVERT FOR POND. GALVANIZED HARDWARE QF. 6. TOWARDS COMPLETION OF GRADING OPERATIONS, REMOVE ACCUMULATED NUj WIRE EXTENDS TO TOP SEDIMENT FROM SEDIMENT TRAP. �,. OF BOX 7. EXCAVATE TO PERMANENT POND INVERT ELEVATION AND SET POND. ---- -- #57 WASHED STONE 8. INSTALL STORM DRAIN LINES AND INLET PROTECTION IN THE SAME EFFORT LACED TO A HEIGHT TO MINIMIZE SEDIMENT FROM ENTERING POND. NM I I _ _ _ OF 12"-18" MIN. 9. " :� COMMENCE GRADING OPERATIONS FOR PARKING AND } 5 -0 STEEL POST } } BACKFILL & COMPACT _ ABOVE TOP OF BOX U 8" 8" TRENCH .AFTER ----------.--___.__- CURB AND GUTTERS. MIN. PLACING FABRIC 00 --- �--• ° 10. STABILIZE ALL DISTURBED AREAS AS SOON AS I FINAL GRADES ARE ESTABLISHED. - - -- ` 11. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT INDICATED ON PLAN AS _ _ VEGETATIVE COVER IS ESTABLISHED. NQIU. p p GRADING MOTES: 1.) WIRE FENCE SHALL BE A MIN, OF 32" IN WIDTH AND SHALL o o OPERATIONS. ° - 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING ' ° _..-, __._..- HAVE A MIN. OF SIX LINES OF WIRES WITH 12" STAY SPACING. o 2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB Q ao o Oo -- 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263) BEYOND GRADING LIMITS. AND 70 ON COE E.O.S. TEST. ° oO°Q' cfJo:)o-o%&,& o°° _ 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE 3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE -- -- --- FROM SITE. SELF -FASTENER TYPE. 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. 4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO STEEPER 8' APART O.C. NTH WIRE BACKING. THAN 3:1 SLOPES. 5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL 6, PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. SURFACE EROSION. 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. TEMPORARY I LT FENCE DETAIL INLET SEDIMENT T L DETAIL EROSION -CONTROL: 1 ED SCALE: N.T.S. SCALE: N.T.S. VIOLATION GRADING AND IS SUBJECT TO ADLIMITS SHOWN ON THE PLAN IS A FlNE.- IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING TRENCH I SCALE: N.T.S. 8.2' 8' 2. STABILIZATION IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT AREAS ARE TO BE SEEDED AND MULCHED WITHIN 21 WORKING DAYS. 3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR, ENGINEER, AND OWNER. 4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21 CALENDAR DAYS OR 21 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL iS EXIST. TREE GRANTED BY THE EROSION CONTROL INSPECTOR. ./' 5. IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING + OPERATIONS AND WHILE TEMPORARY DIVERSION DITCHES ARE REQUIRED, ALL DISTURBED AREAS, INCLUDING THE DITCHES MUST BE SEEDED, MULCHED, & Y=C-I i DRIPLINE TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL INSPECTOR. + 3' MIN, STAKE MAINTENANCE PLAN: + + HEIGHT ABOVE 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR GRADE STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL + + BUT IN NO CASE LESS THAN ONCEEVERY WEEK. ANY NEEDED REPAIRS T -F --- `� ''' ,r PROTECTIVE BARRIER WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER, =�- ��--__=_-=�-� �,^-�''" ^" -"+ `^ � �-•..��-- ( 3. SEDIMENT TRAPS SHALL BE .CLEANED OUT WHEN THEY ARE HALF FULL. __'"""'••----- 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND NOTES: MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN 1 TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION A VIGOROUS, DENSE VEGETATIVE COVER. AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. 5. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS DRIP LINE -THE AREA OF SOIL DIRECTLY BENEATH THE TREE ARE VISIBLE OR SEDIMENT 1S DEPOSITED ON THE ASPHALT AND STONE WILL BE EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH. 2 NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED ON SITE UNTIL ALL TREE SITE NOTES: PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. 1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES -i ---- I 3. TREE PROTECTIVE FENCING TO BE MAINTAINED THROUGHOUT THE DURATION WITH FIELD CONSTRUCTION CONDITIONS. IF OF THE PROJECT. 2. BORROW MATERIAL: ALL BORROWED MATERIAL MUST COME FROM A LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE. 4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE 3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS. TREE PROTECTION DURINGT U TI SEEDLNG SPECIFICAT}ONS: LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET SCALE: N.T.S. SEED (NON-NCDOT RIGHT OF WAY): PER ACRE NOVEMBER-MARCH BERMUDA (UNHULLED) 20 LBS. WINTER RYE (GRAIN) 50 LBS. FESCUE 80 LBS. MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS. FESCUE 80 LBS. MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL) ON ALL SEEDED AREAS. TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE. �Ic AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING. OR EQUAL ON ALL DISTURBED AREAS. * MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED AND/OR FOR CONTRACT TIME. GROUND STABILIZATION REQUIREMENTS Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches, and slopes 7 days None High Quality Water HQW) Zones 7 days- None Slopes steeper than 3:1 7 days If slopes are 10' or less in length & are not steeper than 2:1, 14 days are allowed. Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length. All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HOW Zones. 333 FAYETTEVI LLE STREET SUITE 1000 RALEIGH, NC'27601 919 828 1876 FAX 919.828.1877 VtMMI.CLAR KNEXSEN.COM RECORD SET CA �"wu»�eoNr w 24411; uoleJenest Stone Shaping the Environment Realizing the Possibilities CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.397.2929 Ph. 910.397.2971 Fax CTT Job #6729.00 Firm License Number: F-0113 Uj Uj Uj 0 LLJ 0 r% Ili") -- W 00 W � Z J 0U 0 Q Z = 0 V a >- Z Q N W mm0 21 W co 9Uj co ' C1. W pCNI � � <-, cn v00 Z 000- 6" °L` 6" gr► %W' 6" OPENING SHALL BE 'L` OR + �'-0" GENERAL NOTES: LOCATED AS RECIUIRED 1" CLR. �� * THIS PRECAST BOX Y BE USED FOR THE FOLLOWING TYP . a> ,�� 4 REI3ARS Q #4 REBAARS #4 REBARS .,, d ° E" CENTERS STANDARDS: 840.01, 840.029 840.04, 840.050 840.119 A; c __ _ - _ _ _ ° 840.12, 840.14, 840 15, 840.179 840.18, 840.199 j �: p 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41. J ® I � ® THE PATTERN OF THE n ; °. ' r - 115 BARS * USE 4000 PSI CONCRETE. KNOCK -OUT o. '' 8 OPENING M ►r o', STEPS e t PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR ,► i a 3 PANELS E S ° ;,. P i SECTIONC -C GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185. 3 i c• '°fir FOR ILLUSTRATIVE a '::'� ►► '' PURPOSES ONLY. o ' o ". ° ''o • o v o '. ° �`o ' BOP OPENING C * LIMIT MAXIMUMDEPTH TO TOP OF BOTTOMSLAB FOR WAFFLE WALL 3►► #5 KEBABS 12" J °' 3 #5 KEBABS j :° P' '.o' : d• ` n a: ° ':r; P ' o STRUCTURE TO 10 -0 ; LIMIT SOLID WALL STRUCTURE CENTERS tTYP.� i2"CENTER ° ° ° ° ° p TO 15 -0 . v Q :o - _ _ _ _ - - - _ _ _ „p ° * PLACE LIFT �HOLES j ORryPINS IN ACCORDANCE WITH •'Y;P-,' �•!";'; p ' A • ' ij P' .0' P' . Q .0• P' '.Ct P A^.o© 6A M'•�'N O OSHA Tl'U�D/VlO �726 s J ®4 •. '-' SECTION 'A -A' co SECTION B-B io ° .o 0 4v o o• o o• v. '�' o o eo ° 4�'°u b� A°N.o * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE QC ® P" P• `•' .. � " .4, ',L7' �' •' P 61, tL, En .• a. ° 4' :� REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES r rL1 ,� 1r-Orr �. �,. o.'. .- to w' d 4 Q • p : o� °', °o °QDo: SO THAT PIPES ENTER THROUGH THE a �,o PLAN TOP SLAB KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH 4 1 r► MIN. e. •o. : o �: THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF • z CLR.(TYP)cc c A p #4h R BARS - A CC1" MIN.% (; ° " �' WALL IS PROVIDED ABOVE THE HOLE. ;r- CLI;e(TYP) �-v WAFFLE WALL ISOMETRIC VIE CORNER CUT DETAIL * FRRAMELAND NGRATE EIGHTPRECASTOMAYEBEASTM ADJUSTED'WITH CONCRETE + P 4X4 W4 WP4 #5 KEBABS @ 12" -"- .( SOLID WAL OR BRICK IN ACCORDANCE WITH STANDARD 840.25» WWF 6" ON- CENTERS (HORIZ. ►, , , PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH TO KEBABS) & VERT.) e L 0R► a STEPS AS DIRECTED BY THE ENGINEER. � USE WITH v 4' X 4' 4 REBARS � ; * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG n n v 8i LARGER ,► 0' 6" CENTERS L I PROVIDED. • P• DRAINAGE STRUCTURES i CLR �,. �,.. � AS THE SAFE AREA OF STEEL S RO rr S r ►ram - * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER 6 L 6 TYPICAL} _°. #4 KEBABS i" `'� 6" CENTERS �'' BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, WAFFLE WALL PLAN VI SOLID WALL P VIEW p' cLR g' Q o o Q AASHTO M-198, TYPE B _ BUTYL RUBBER. Err �Lr 6rr 6a 1Wr 61' v•' ;o o b: P o P °, o Q .R.. * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR a D v : o a o : p• PRECAST RISER PLAN PRECAST RISER !DETAIL DIMENSIONS OF 5'-0" X 51-0" 1" MIN. CLR. 1" MIN. CLR. :v• :a• a•; , :a• :v• THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING •. n p V .. c• o` a• P' ;o °' .9: °' ;o °' :o P' :o: ° :o: :o• REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE 4X4 W4xW4 W LAP p LU ® o.: n p '...Q. o '. a .o : p v o o SIZE WHICHEVER IS GREATER. �4x4 W4XW4 ® o ( ..� , v. ;°. ;c�. o. ;°. WWF (LAP WWF !� ipWWF 6 io :a °' °' d' ° USE FRAME AND COVER AS INDICATED ON THE PLANS. TO KEBABS) v' • P' o o' a' o' o' o' 6„ ONTO REBARS) o �+ .Q , c A o• A' o 'o� 0 4 REINFORCE OPENING AS SHOWN ON THIS SHEET. 6" 6" Q' , 5 KEBABS #5 KEBABS 12' o r+ ?' Q c• o ; o CENTERS (TYP ) 0 12 CENTERS •� o' • '. o , TYPICAL °°' °' SECTION VIEW SECTION VIEW O' n SECTION 'C-C' SECTION D-Cfm SOLID WALL ISOMETRIC VIEW CATCH BASIN AND DROP INLET DETAILS OPTIONAL JOINT DETAILS PRECAST DRAINAGE STRUCTURES (SOLID FF'L ) FOR CATCH BASINSINLETS r SCALE: N.T.S. of 43 NOTE: USE TYPE "E". "F" AND "Go' GRATE UNLESS OTHERWISE NOTED. t� �-- SECTION - LL ALIGN FRAME WITH INSIDE EDGE OF WALL TO ALLOW FOR VERTICAL ADJUSTMENT ° o• WALL SECTION °. o r� - SECTION BB T 1 T SECTIQN - PP PLAN J� FRAME,GRATE, , A HOOD ASS'Y cat srr 2,��►, &,► 3►_011 a L a SECTION - AA L co J FRAME PLAN If hot 31-Olt �3W :E4;4 —4" SECTION - tac HOOD ELEVATION CATCH BASIN FRAME, GRATES, AND HOOD SCALE: N.T.S. It 31-611 1� 4 " a� 1�8rr �1r�8r► v .�. G E � E CID M — — N 1— tV ® t ® I C H PLAN OF FRAME 1' - 7%" 1► - 7% CAST IRON PLAN OF GRATING CAST IRON DROP INLET FRAME AND GRATES (12" THRU 30" PIPE) SCALE: N.T.S. DETAIL SHOWING TYPES OF GRATES P� P USE ACCORDING TO WATER FLOW. T� TYPE "G" TYPE "E" TYPE "F„ N N SECTION - WATER FLOW SAG WATER FLOW -•�--- 1�$" }•+-- --- -- ------------------------- T *- I ----------------_._.._.._...__._..--_.._-. SECTION - NN ----_.---_—__ _ _——— — — — ——_ _.---- --- _----. �4 r► —�- WATER FLAW SAG WATER FLOW-4— i.%,r PE ►rF►► TYPE " E" TYPE "Oil SECTION - JJ 311 R IF r 4�'► SECTION - RR P RAISED FLOW ARROW 2" 16 ►► HIGH ----I a 7/8 1" SECTION A -A TYPE - F 2% it 1 ►► --i_ _L. I 97/'81e 1 w r SECTION B-S 1 r► 21/4 " SECTION A -A TYPE - E RAISED FLOW ARROW 2 ►r /— ems►, HIGH01 o O or es n 1� r r 1�►R rl 1_ TYPE G SECTION A•A [NC DOT STANDARD DETAIL 840.03] I 21-11 !.e` !1 i r 1 trr am. on 411 4114tr 31-3 rr 21-3 to i It 1 DEPRESSI®N rt It 1,-7•%11 1l-7,r�8n j „ i ,8! 1/8 of _'•1,e if % it C4 �4 �`4 94 31-2" 2►- ►r � 2+r 3' if � � 4 3'-101 N N 2►-1r► cV N SECTION G—G SECTION H-H 3'-6" 2'-6" SECTION E-E SECTION F- [NC DOT STANDARD DETAIL 840.16 1 OF 1 ] STRUCTURES: 1. PRECAST STRUCTURES SHALL MEET NCDOT 840.45 OR PRIOR APPROVED EQUIVALENT. 2. BRICK BUILT CATCH BASINS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.01, OR PRIOR APPROVED EQUIVALENT. 3. CONCRETE CATCH BASINS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.02, OR PRIOR APPROVED EQUIVALENT. 4. CONCRETE DROP INLETS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.14, OR PRIOR APPROVED EQUIVALENT. 5. BRICK BUILT DROP INLETS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.15, OR PRIOR APPROVED EQUIVALENT. CASTINGS: 1. CATCH BASIN CASTINGS SHALL BE NCDOT 840.03, OR PRIOR APPROVED EQUIVALENT. 2. DROP INLET CASTINGS SHALL BE NCDOT 840.16, OR PRIOR APPROVED EQUIVALENT. 3. STORM DRAIN MANHOLE CASTINGS SHALL BE NCDOT 840.54, OR PRIOR APPROVED EQUIVALENT. OTHER: 1. ORIENTATION OF STORM DRAIN INLETS ON PLAN ARE FOR THE GRATE AND/OR CASTINGS. MINIMUM STRUCTURE SIZE IS 2' X 2' PLAN DIMENSION. CONTRACTOR SHALL PROVIDE BOXES LARGER THAN MINIMUM SIZE, AND/OR ORIENT THE BOX/STRUCTURE, AND/OR PROVIDE TRANSITION TOPS AS NECESSARY TO ACCEPT THE PIPE SIZES AND TO ACHIEVE THE PIPE ALIGNMENTS AS SHOWN ON THE PLAN. PIPES SHALL NOT CONNECT AT BOX CORNERS WITHOUT PRIOR APPROVAL FROM THE ENGINEER. 2. SUMPS SHALL BE ZERO INCHES UNLESS OTHERWISE SHOWN. 3. THERE SHALL BE NO MAN STEPS UNLESS OTHERWISE SHOWN. [NC DOT STANDARD DETAIL 840.45] 333FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828.1876 FAX 919.828.1877 VV MN.CLARKNEXSEN.COM RECORD SET ColeJenest & Stone tr v,,ror rnent Reolizing the Possibilities CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.397.2929 Ph. 910.397.2971. Fax CTT .lob #6729.00 Firm License Number: 17-0113 LjL F_ .v .J W 00 �i „ W z w J j OU 0 Q V 1 ® F_ Q ®0 O w U 0- Z W 2 ® 04 W C) C o > .�..w Cr o ©C®o(y0 t°0 Z ' t cn z CN NO: 1602 DATE: 291ULY 2025 REVISIONS No. Date Description 6 07/01 /15 VE REVISIONS AUGril ' jll__CEIVE 0 3 201 BY: T ATE TA L. SCALE: N.T.S. of 43 NOTE: USE TYPE "E". "F" AND "Go' GRATE UNLESS OTHERWISE NOTED. t� �-- SECTION - LL ALIGN FRAME WITH INSIDE EDGE OF WALL TO ALLOW FOR VERTICAL ADJUSTMENT ° o• WALL SECTION °. o r� - SECTION BB T 1 T SECTIQN - PP PLAN J� FRAME,GRATE, , A HOOD ASS'Y cat srr 2,��►, &,► 3►_011 a L a SECTION - AA L co J FRAME PLAN If hot 31-Olt �3W :E4;4 —4" SECTION - tac HOOD ELEVATION CATCH BASIN FRAME, GRATES, AND HOOD SCALE: N.T.S. It 31-611 1� 4 " a� 1�8rr �1r�8r► v .�. G E � E CID M — — N 1— tV ® t ® I C H PLAN OF FRAME 1' - 7%" 1► - 7% CAST IRON PLAN OF GRATING CAST IRON DROP INLET FRAME AND GRATES (12" THRU 30" PIPE) SCALE: N.T.S. DETAIL SHOWING TYPES OF GRATES P� P USE ACCORDING TO WATER FLOW. T� TYPE "G" TYPE "E" TYPE "F„ N N SECTION - WATER FLOW SAG WATER FLOW -•�--- 1�$" }•+-- --- -- ------------------------- T *- I ----------------_._.._.._...__._..--_.._-. SECTION - NN ----_.---_—__ _ _——— — — — ——_ _.---- --- _----. �4 r► —�- WATER FLAW SAG WATER FLOW-4— i.%,r PE ►rF►► TYPE " E" TYPE "Oil SECTION - JJ 311 R IF r 4�'► SECTION - RR P RAISED FLOW ARROW 2" 16 ►► HIGH ----I a 7/8 1" SECTION A -A TYPE - F 2% it 1 ►► --i_ _L. I 97/'81e 1 w r SECTION B-S 1 r► 21/4 " SECTION A -A TYPE - E RAISED FLOW ARROW 2 ►r /— ems►, HIGH01 o O or es n 1� r r 1�►R rl 1_ TYPE G SECTION A•A [NC DOT STANDARD DETAIL 840.03] I 21-11 !.e` !1 i r 1 trr am. on 411 4114tr 31-3 rr 21-3 to i It 1 DEPRESSI®N rt It 1,-7•%11 1l-7,r�8n j „ i ,8! 1/8 of _'•1,e if % it C4 �4 �`4 94 31-2" 2►- ►r � 2+r 3' if � � 4 3'-101 N N 2►-1r► cV N SECTION G—G SECTION H-H 3'-6" 2'-6" SECTION E-E SECTION F- [NC DOT STANDARD DETAIL 840.16 1 OF 1 ] STRUCTURES: 1. PRECAST STRUCTURES SHALL MEET NCDOT 840.45 OR PRIOR APPROVED EQUIVALENT. 2. BRICK BUILT CATCH BASINS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.01, OR PRIOR APPROVED EQUIVALENT. 3. CONCRETE CATCH BASINS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.02, OR PRIOR APPROVED EQUIVALENT. 4. CONCRETE DROP INLETS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.14, OR PRIOR APPROVED EQUIVALENT. 5. BRICK BUILT DROP INLETS CAN ALTERNATIVELY BE USED, AND SHALL MEET NCDOT 840.15, OR PRIOR APPROVED EQUIVALENT. CASTINGS: 1. CATCH BASIN CASTINGS SHALL BE NCDOT 840.03, OR PRIOR APPROVED EQUIVALENT. 2. DROP INLET CASTINGS SHALL BE NCDOT 840.16, OR PRIOR APPROVED EQUIVALENT. 3. STORM DRAIN MANHOLE CASTINGS SHALL BE NCDOT 840.54, OR PRIOR APPROVED EQUIVALENT. OTHER: 1. ORIENTATION OF STORM DRAIN INLETS ON PLAN ARE FOR THE GRATE AND/OR CASTINGS. MINIMUM STRUCTURE SIZE IS 2' X 2' PLAN DIMENSION. CONTRACTOR SHALL PROVIDE BOXES LARGER THAN MINIMUM SIZE, AND/OR ORIENT THE BOX/STRUCTURE, AND/OR PROVIDE TRANSITION TOPS AS NECESSARY TO ACCEPT THE PIPE SIZES AND TO ACHIEVE THE PIPE ALIGNMENTS AS SHOWN ON THE PLAN. PIPES SHALL NOT CONNECT AT BOX CORNERS WITHOUT PRIOR APPROVAL FROM THE ENGINEER. 2. SUMPS SHALL BE ZERO INCHES UNLESS OTHERWISE SHOWN. 3. THERE SHALL BE NO MAN STEPS UNLESS OTHERWISE SHOWN. [NC DOT STANDARD DETAIL 840.45] 333FAYETTEVILLE STREET SUITE 1000 RALEIGH, NC 27601 919.828.1876 FAX 919.828.1877 VV MN.CLARKNEXSEN.COM RECORD SET ColeJenest & Stone tr v,,ror rnent Reolizing the Possibilities CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.397.2929 Ph. 910.397.2971. Fax CTT .lob #6729.00 Firm License Number: 17-0113 LjL F_ .v .J W 00 �i „ W z w J j OU 0 Q V 1 ® F_ Q ®0 O w U 0- Z W 2 ® 04 W C) C o > .�..w Cr o ©C®o(y0 t°0 Z ' t cn z CN NO: 1602 DATE: 291ULY 2025 REVISIONS No. Date Description 6 07/01 /15 VE REVISIONS AUGril ' jll__CEIVE 0 3 201 BY: T ATE TA L. fi 6 3 ® x EXIST.�FiY PAEDGE OF VEMENT O �_A \\� \�\\ `\\ i-TIE-IN DITCH F.E. 30.0' } �r \' 25.8 INV. E.O. GRAVEL APPROX. 29.6' E.O. GRAVEL APPROX. 29.7' �\� \ 4" .WIDE ♦ -` \\\��\ ,'� \ �` ` \•\\ \ \ \ \yyF, X ' �O �• -- � .1 { ! i � . i i j I_.__ i � __. a 1 �BSOLID WHITE 4A \ \ \\` \ \ \ ♦ cs©I "� 113.1 t --, E.O.T. e �, \ \ \, \ \ \ . \ 28.5 TOP OF PIPE _, . ! . !.;1 !_.. , , -_ _ = 28.6 TOP OF PIPE {EDGE OF �o `Old\\ \' ��~ \ \ \ ♦� GAF PROPOSED DITCH INVERT -, ;-:--. -; ,- ;-_ TRAVEL LANE) ° c �� \\'\\\ \ \\ \ \ 24" RCP \ \\\ \ Ny \ Q/o `S� ���'';c\\ �\ ' �\ : \ \ , ♦ DITCH INV. 26.0 i_NV. _ _ 26.1 INV. DITCH INV. E.O.P. (EDGE OF PAVEMENT) EI STI N G D R IVEWAY C: ��, o �. LOD NTS OPEN CUT & RESTORE EXIST. DRIVEWAY 10'x7Q' SIGHT TRIANGLE 30 R s930 \ c o- 24.5 PROPOSED DRIVEWAY WIDTH 0 PROPOSED RIGHT-OF-WAY 'Q ?s •\\` S \' p\ S� �/' � � \\ =; coax ♦ ,j• 1O'x70' SIGHT `• \�\�'� e \� ?�'a` / TRIANGLE F.E. APPROX. 30.4' �G S/ ' E.O.P. APPROX. 30.0 /<<O c� E.O.P. APPROX. 30.0 '�� A e� _ PROPOSED DITCH INVERT 27.70 TOP OF PIPE =I I=I I=I I (=I i,I I -=I (I=I ,. 1.2 -I I --- - - - - - - - - - - - - - - - - - - - - 27.90 TOP OF PIPE 24" RCP O \\ O DITCH INV. 25.20_INV. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25.40 INV. DITCH INV. 1 O x7O' SIGHT TRIANGLE 1,. PROPOSED DRIVEWAY ►tAtt ��� p NTS � .� �, �� , op �,� \ \� \ ' �•/ ` pF,�p 10" GENERAL NOTES: TOP VIEW 1- MARKERS ARE GENERALLY NOT REQUIRED ALONG EDGE LINES EXCEPT `Q n� IF DESIGNATED IN THE PLANS OR DIRECTED BY THE ENGINEER. WHEN THEY ARE REQUIRED, SPACE THEM ON 20 FT. CENTERS, AND OFFSET 2 INCHES FROM THE EDGE LINE ON THE TRAFFIC SIDE. ;W4E183 2- PLACE CRYSTAL/RED MARKERS AT INTERSECTIONS AND INTERCHANGES MOUNTED To CASTING wlrH ADHESIVE WHERE WRONG -WAY MOVEMENTS ARE POSSIBLE. POSITION THE RED SIDE N REFLECTOR AND METHODS RECOMMENDED BY THE MANUFACTURE OF THE MARKERS AND OF THE MARKER TO FACE "WRONG -WAY" TRAFFIC. WHEN USED, PLACE APPROVED BY THE ENGINEER. CRYSTAL/RED MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT. 3- DO NOT PLACE PAVEMENT MARKERS CLOSER THAN 3 INCHES TO A 1 I` CASTING MOUNTED IN SAWCU7 GROOVE PAVEMENT CONSTRUCTION JOINT (AS FEASIBLE), EXCEPT WHEN PLACED WITH EPDXY ADHESIVE BETWEEN DOUBLE YELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES ON TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING IS LEVELING LUG ALLOWED IN BOTH DIRECTIONS. 4- DO NOT PLACE PAVEMENT MARKERS DIRECTLY ON PAVEMENT 0 MARKING LINES. 0`J� TIN WITH DOUBLE YELLOW 333, FAYETTEVI LLE STREET Y° SUITE 1000 RALEIGH, NC 27601 919.828.1876 FAX 919,828.1877 Coll, VVWIN.CLARKNEXSEN.COM �R RECORD SET 51t" MAX. 5- PLACE PAVEMENT MARKERS USED IN CONJUNC CENTER LINES MID -WAY BETWEEN THE LINES. PROVIDE A GAP FRONT VIEW SIDE VIEW BETWEEN THE LINES AND THE MARKER TO REDUCE OVERSPRAYING THE \ REFLECTOR MARKER DURING REPAINTING OPERATIONS. Ev, N I TY MAP N.T.S. CASTING %" MAX. PROJECTION - - ABOVE PAVEMENT S- MARKERS ARE NOT REQUIRED ALONG MINI -SKIP LINES IN TAPERS. SURFACE SURVEY DISCLAIMER WEB TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY' KEEL WEB KEEL BYRVEY 808 M. ISSUE JONES 5 3�CH CHESTRUARY NUT ST..13. PROVIDED WILM NGTON, PAVEMENT MARKER SPACING CHART NC 28401, 910-763-1941 TYPICAL PAVEMENT MARKER TOP VIEW LENS "A" LENS "B" TYPE OF PAVEMENT MARKING TYPICAL SPACING (FT) LENS B E� -�..'--- SIC YELLOW *YELLOW RED CRYSTAL SKIP LINES AND CENTER LINES --- LE"s A ALONG THRU LANES - CONTACT NCDOT FIELD REPRESENTATIVE ALONG TANGENT SECTIONS AND 80 FOR COLOR COMBINATION REQUIRED. HORIZONTAL CURVES LESS THAN 6° HORIZONTAL CURVES ?:60 40 FRONT VIEW SIDE VIEW LEGEND TURN LANES - DIRECTION OF TRAFFIC FLOW MINI -SKIP LINES 24 SKIP LINES 40 REFLECTOR PAVEMENT MARKER NOTES: SOLID LINES 20 1. USE A MINIMUM OF 1.44+/- SQ. INCH AREA FOR EACH REFLECTIVE LENS. CENTER LINES 40 2. SAWCUT GROOVES TO DIMENSIONS PROVIDED BY THE MANUFACTURER. MINI -SKIP LINES AT 24 3. CONTACT ALL LEVELING LUGS TO THE PAVEMENT SURFACE. LANE DROP APPROACHES 4. REFLECTOR DIMENSIONS CAN VARY, BUT DESIGNED TO FIT IN THE CASTING 'TWO-WAY RAMP CENTER LINES 40 AND PROVIDE THE REQUIRED REFLECTIVITY. SNOW -PLOWABLE PAVEMENT MARKERS GORE LINES 20 NTS NC DOT STANDARD DETAIL 1253.01 PAINTED ISLANDS- 20 27.5' PROPOSED DRIVEWAY WIDTH 0 PROPOSED RIGHT-OF-WAY�� FFF �L 10 421 �Oo /�, i � , • • �J . �\ \\`\'�/ \ ,\ \ \ \ \\ %• 'mil ® /� �� ,I ��' � �\\, ,�� \\ � e �\\\\\•` \ \�\ /fie \T°���T / i F.E. APPROX. 30.2' i O i E.O.P. APPROX. 30.0' E.O.P. APPROX. 30.0' 10'x70' SIGHT TRIANGLE %/ ll \ `\. \` ` \� \� \ e �� ?pp' �.1/� NcL �� °ip� • .. \ ��� � \ � • TqA � ! 02�, tic sqr PROPOSED DITCH INVERT ),� hod ; \ \t "\ \ , ram\ ` F,P �• /� L '9 rF ©�L -- i ! ; 28.70 TOP OF PIPE / 28.30 TOP OF PIPE .��, ,__, : ,_.-• ._..;�E ,� --, t E---� ; -� � �- , ;__ �__ - ROAD • � \ � . O c�` WIDEN D \ \ \ \ \ �` . h` 00 e / OAT°�'S, 24" RCPARE\F!i�, DITCH NV 25.80 INV. 26.20 INV. DITCH INV.c'y�, 1 "� ♦ \ \ v� p\�' WHITE YELLOW 40 RAISED MEDIAN ISLANDS 40 WRONG WAY RAMP ARROW 5 TAPERS 40 NARROW BRIDGES - EDGE LINE 20 CENTER LINE 40 ONE LANE BRIDGES - EDGE LINE 20 WORK ZONE APPLICATIONS 2-LANE, 2-WAY ON -SITE DIVERSION 20 FT. FOR CENTER LINE ALL OTHER DIVERSIONS �42 NORMAL SPACING PAVEMENTRAISED SPACINGINSTALLATION L E G E N D RTL RIGHT TURN LANE LTL LEFT TURN LANE E.O.P. EDGE OF PAVEMENT E.O.T. EDGE OF TRAVEL ROAD WIDENED AREA - FO -_._-•- FO t`i&ER OPTIC LINE. - OH OH OVERHEAD TELEPHONE / ELECTRIC LINES -- T T UNDERGROUND TELEPHONE LINES -G-G- GAS LINES --SS SANITARY SEWER LINES SS -- W WATER LINES WjWi 11111101 =LOD= M LIMIT OF DISTURBANCE .---Ls ----0- TEMPORARY SILT FENCE 0 IPF IRON PIPE FOUND RIGHT OF WAY MONUMENT ® D.O.T. RIGHT OF WAY DISK - - BOUNDARY LINE - NOT SURVEYED - - RIGHT OF WAY LINE - CENTER LINE ------------ WETLAND LINE - - - - - - - - EASEMENT LINE X SILT FENCE AREA LIGHT WITH 2' CONC BASE �{ POWER POLE C--- POWER POLE GUY WIRE +Q FIRE HYDRANT WATER VALVE 0 WATER METER IRRIGATION VALVE 9 TELEPHONE PEDESTAL W/ GAS VALVE ". STREET SIGN STORM DRAIN MANHOLE CATCH BASIN 0 TREE XX a- XX SPOT ELEVATION ENGINEER NOTES 1. HIGH VOLTAGE ELECTRICAL POWER LINES EXIST ON SITE. CONTACT BILL WILDER AT DUKE ENERGY PROGRESS PRIOR TO / + ♦ \ NOTE• OWNER TO` CONVEY PERFORMING .WORK. 91fl-383-4042 0 , 910-520-3911. R.O.W. EXTENSION AREA I PROPOSED DRIVEWAY B ° �� \\°y F� •Sy OF 0.514 AC TO NCDOT 2. TO MAINTAIN DUKE ENERGY PROGRESS'S o� '� / r\ �` e . \ \ \ REQUIRED REGULATORY COMPLIANCE, ALL NTS s _ - - TER LAYDOWN AND SOIL STOCKPfLE 0 DIRECT TAPER TURN LANE TURN LANE BAYS < 125 FT © M WHITE 3'-9'/SP MINI -SKIP LINE WHITE 3'-9'/SP MINI -SKIP LINE " WHITE LANE - . ��',' Z END OF TAPER LINE - TAPER > " = G� - TAPER M Z --� _ 10' TURN LANE ARROW CENTERED IN Z Q = � BAY TURN LANE BAY Z,=, u -n TURN LANE BAYS 125 - 250 FT. WHITE LANE LINE %� WHITE 3'-9'/SP MINI -SKIP LINE G7 F-•� P . 0==D " �► TAPER O TURN LANE BAY Z 9 D. TURN LANE BAYS 250 FT. OR GREATER WHITE LANE LINE CENTER BETWEEN FIRST AND LAST ARROWS /-- WHITE 3'-9'/SP MINI -SKIP LINE Bob m m -�� TURN LANE BAY _I r- LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE < m .� _ � LINE, WHITE LENGTH 1� LENGTH OF SAY CENTER BETWEEN FIRST AND LAST ARROWS WHITE 3' 9`/SP MINI -SKIP LINE -1 m 4 - - TWO-WAY LEFT TURN LANE - C: Z. Z - - - - - - - - Z © 3> 60' > A TURN LANE BAY 160' Cl) > SAME PAVEMENT MARKING LINES, NUMBER OF ARROWS, H AND ARROW SPACING APPLY AS FOR THE VARIOUS DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE ZZ WHITE SKIP LANE LINE WHITE 3' 9'/SP MINI -SKIP LINE 0 WHITE LANE LINE, 1t LENGHT OF SAY WHITE LANE LINE, LENGHT OF BAY -n UP TO 125 MAX. UP TO 250' MAX. - - - - - - - - - - . - - s '.. WHITE 2'-6'/SP MINI -SKIP � r TAPER LINE �• 60' CENTER BETWEEN FIRST J TURN LANE BAY AND LAST ARROWS GENERAL NOTES: LEGEND SHEET 1 OF 1 1- USE THE GUIDANCE SHOWN ABOVE IN CONJUNCTION WITH THE INTERSECTION GUIDANCE SHOWN ON ROADWAY STANDARD DRAWING 1205.04. PAVEMENT MARKING SHEET 1 OF 1 .r SYMBOL 1 205.01 1205.OV 2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENGINEER. I VARIES I V I I TIE TO EXIST. I GRADE I � I ! 1� I. MAX VARI RIGHT-OF-WAY WIDTH VARIES 2' PAVED SHOULDER WIDTH VARIES SEE PLANS 2' PAVED SHOULDER TRAVEL AND TURN LANES WIDENING 6' GRASS SHOULDER �� no SS SHOUL.DE WIDENING _- A F ROAD WIDTH. A5 WIDTH AS PER PLAN 2" NCDOT SURFACE COARSE S9.5B PER PLAN PROJECT 3" NCDOT FINDER COURSE 1 19.08 PROJECT EXISTING I EXISTING j EXISTING I EXISTING V/FT. SLOPE SLOPE I SLOPE SLOPE ;Y4"/FT. 17-­ 3 ? i- I i i-_..._..; ! 1--=-\5 NCDOT BASE COARSE B25.OB _-- MAX EXIST. PAVEMENT SECTION. PROPOSED GRADE COMPACTED EXISTING SUBGRADE OR TYPE & DEPTH UNKNOWN SUITABLE COMPACTED FILL. FOR DITCH SECTION SUBJECT TO SATISFACTORY PROOF ROLL VARIES 11_� 3 MAX PROPOSED GRADE -/ FOR DITCH SECTION MA IAL AND ALL OTHER STORAGE SHALL BE I LOCATED OUTSIDE THE DUKE ENERGY PROGRESS TRANSMISSION RIGHT -OF --WAY AS SHOWN. 3. CONTRACTOR TO PROVIDE AS -BUILT SURVEY WITHIN DUKE ENERGY PROGRESS RIGHT--OF-WAY. SEE SPECIFICATIONS. 4. CONTACT PIEDMONT NATURAL GAS FOR i GAS LINE RE-ROUTING AND GAS SERVICE l INSTALLATION. CARL PAQUET 910-251-2818. 5. CONTRACTOR TO COMPLY WITH ALL OSHA AND NESC CODES REGARDING EQUIPMENT CLEARANCES AND APPROACH DISTANCES FROM 230 KV OVERHEAD ELECTRIC LINES. 6. ONLY NEW HANOVER COUNTY REGULATED TREES ARE SHOWN, AS REQUIRED. ADDITIONAL TREES EXIST ON SITE, BUT ARE j NOT REGULATED, AND THEREFORE, NOT SHOWN. THESE ADDITIONAL TREES WITHIN LIMIT OF DISTURBANCE SHALL BE REMOVED AS NECESSARY TO FACILITATE CONSTRUCTION. 10'x70' SIGHT TRIANGLE 8 �,oc�`OtiG I ��y, -I-\ COMPOSITE MAP PROVIDED BY CAPE y` - v -Tc�' �' FEAR COMMUNITY COLLEGE & BASED REMOVE EXIST. CURB & ,1' \ \ lkcF \ GUTTER AS NECESSARY I,l ' , \ `oGT \ \ \ \ `\ T o \ tiS 9'/iji, \ ON DRAWINGS BY WK DICKSON & (TYP.) �'` i o° rF - <, •�, `�,1\� \ \ \ \ \ \ \ \ \ \\k/AS'o \ OTHERS, DATED 3/10/10 & SHOULD ,� ` ": \ �\ \� `SBE USED FOR VISUAL PURPOSES ONLY. 25.5 PROPOSED DRIVEWAY F / ti, °� / / / \ a` ` \\ \ ; �. `\\ � `T WIDTH @ PROPOSED Q` - / e \ �F \ \ ♦ ` `. \ \ RIGHT--OF--WAY 0.Q °<< q 4J® "vI,�\ \ ♦ \ 10'x70' SIGHT sFyF s \ F.�S \\ \ \\\ TRIANGLE °�'s ~ \ S V MOVE EXIST. STOP, STREET, 6'S. O,0 \ \ 1,\k\ \ \ \ \ ♦ \ �\ \ `\ \ \ \\\ \ \ & CFCC SIGNAGE IF/AS NEEDED IN THIS AREA \ �'\` \ \ `\` \ \ \ • \ ` \ \ ` CFCC PLANTER TO REMAIN F.E. APPROX. 33.1' / \ \� `\ \ \\` E.O.P. APPROX. 32.5 E.O.P. APPROX. 32.8' \\\ \ \ \ ♦ \ �� \ O i \ \ \ \ \ \ (NGVD29) ;� - 29.74 TOP OF PIPE - ? ; ! (, ; �! , 5' -1 1 - 29.95 TOP OF PIPE '� ! \ (NGVD29) _ - (NGVD29) 24 RCP I F+ \ F� \ \\\ \\ \ \ \ \,� \ - ` \ \\ \ O� � \ \ \ _ _ _ _ _ _ 27.45 INV. DITCH INV. - DITCH INV. 27_24 INV _ - - - \\ (NGVD29) - - (NGVD29) PROPOSED DRIVEWAY AT EDUCATION LOOP NTS VARIES I VARIES I i TIE TO EXIST. I GRADE I j1 MAX RIP RAP DIMENSIONS OUTLET LOCATION PIPE Size (in) W1 (ft) W2 (ft) La (ft) Average Rip Rap Size (in) d (Depth) (in) DRIVEWAY "A" 24 6 14 12 6 9 DRIVEWAY "B" 24 6 14 12 1 6 9 DRIVEWAY "C" 24 6 14 12 6 9 EDUCATION LOOP 24 6 14 12 6 9 FROM DI29 1 15 1 1 14 12 6 9 \+ It NEW GUARD RAIL\ La TO MATCH EXIST. REMOVE \ \ \\\ EXIST. GUARD N RAIL E.O.P. \ \\\ RIPRAP PAVEMENT \ FLOW EDGE OF PAVEMENT PLAN FOR ) -' -- - - - WORK IN NCDOT RIGHT OF WAY SCALE: C=40' c� tJP d (DEPTH) 40 0 q0 80 ,. SILL FEN (TYI RIP RAP APRON DETAIL _.___ .._.....__...._............._-.._._._., �a�" - 4" WIDE SOLID WHITE J., _... _ .. _...._ _... __......-.__..... _...._...__...__.....__ .. . _ _..... E.O.T. {EDGE OF NTS TRAVEL LANE) CaleJenest &one �rto v `fie t nVlronment' Realizing the Possibilities CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.397.2929 Ph. 910.397.2971 Fax CTT Job #6729.00 Firm License Number: F-0113 Uj Uj Uj U Uj C) ..... 00 o LLJ N Q LL W Z LU Q 0 Q � U 1 z ® � W 00 dZ U D_ Cr MZ G� w C =) v�y N� .�. Q Qm~ UU U_ U ®Z o00 ..� 00 -11- J CO - < O 0400 J 00 < UZ (W-)Z CN NO: 1602 DATE: 29 JULY 2015 REVISIONS No. Date Description 1 3/26/15 PER NCDOT 6 07/01 /1-6, ;= 1 BY: ROADWAY IMPROVEMENTS � FINAL DESIGN.- NOT RELEASED FOR CONSTRUCTION SOLUTIONS THROUGH LISTENING 4 5 6 2 3 A. 1-40 1. VERTICAL DATUM IS NGVD 27. 4CAPE FEAR COMM. LEQENQ 2. HORIZONTAL DATUM IS NAD83(86). 4COLLEGE COSMO. 3- ALL AREAS CALCULATED BY COORDINATES. SIGN FIRE HYDRANT 4. THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN A FEMA BUILDING DESIGNATED 1,00 YEAR FLOOD HAZARD AREA. AS INDICATED ON FEMA FIRM MAP -NUMBERS: WATER VALVE 3720323100J, EFFECTIVE DATE APRIL 3, 2006 FILE# 3720323000J. EFFECTIVE DATE APRIL 3, 2006 W_ WATER LINE DCC# 1455 TELEPHONE RISER SIT 5. LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE BASED UPON LIGHT POLE LOCATION OF VISIBLE ABOVE GROUND IMPROVEMENTS, RECORD DRAWINGS PROVIDED BY UTILITIES AND LOCATION OF PAINT MARKINGS BY ACLS. ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON MAY EXIST. SS-(S)-Ss SEWER LINE MANHOI F TION AND/OR PRESENCE OF UTILITIES NTH 0 CONTRACTOR MUST CONFIRM LOCA APPROPRIATE UTILITY COMPANIES BEFORE ANY LAND DISTURBING ACTIVITIES SIGN TAKE PLACE. 1-40 E PROPERTY LINE 0 6. SURVEY COMPLETED JUNE 05, 2007. wK I KS N - community infrastructure consultan ts MURR LLE RD SSMH TOP 30.40 DENISE FREUND INV - CONTACT, 24.40 DFREUNDOVVI<DICKSON COM AV N KERR 909 MARKET STREET WILMINGTON, NC 28401 (910) 762-4200 LOCATION MAP N.T.S.. Office Locations: Georgia North Carolina W- W South Carolina Florida W W W W W W W W W W W W W_ . . . . . . . . . . . . . . . . . . . . . . . ASPHALT CONC CURB. GUTTER CONC CURB. GUTTER CONC CURB. & GUTTER I CONC CURB. & GUTTER VA INLET ASPHALT ASPHALT TOP CURB 30.15 INLET- ASPHALT TOP CURB 33.19 _34- ..... . . ..... CONC CUR INLET INV 26.24 a. & GU TOP CURB 31.72 &? INV 26.52 -32- INV 27.41 CONC CURB. & GUTTER. 3: IRRIGAIRON IN - - - W W W ------ 7 z r w .14triv= W_ "ZI w OAK W w w W_ W IRRIGATION E IRRylAffo -uNE ZZ -32 - - - - - - pp_ 4"OAK _ft_4*OAK 4"OAK 4"OAK 4*OAK 0 , - ��- - - _� - w 4*0 a _.;_.!jj0AK -0 - - - - - - -29- - - - - - - - - -- - - - - - - M30-� - - - - - - - - - - - - - - - - - ____3O - - - - - - - - - - - - (0 ft - - - - - - - 29- - - -� - - - - - - - - -- - - - - - - - - - - -29 % - - - - - - - - 28 - - - - - - - - - - - - - - - - - - - - - - - - - -28 - - - - - - - - - - - - - - - - - - - - - - - - - - - 28 - - - - - - - - - - - -- % _27- -27- _27- s" -26 - - - - - ---- - - - Iq-v- 26.39 I INV 27.27 DITCH DITCH _27- 00. - - - - - - - 27 - - - - -- - - - - - - - - - - - - -28- - - - - - - - --- - - - - - - - 28 - - - - - - - - - - - - - - - - _29- D- -2,9- - - - - - - 30----- 05 - - - - - - - - - - - - KV 27.73 A'25,90 . - - - 31 - - - - - - - - - - -32- - - - - - - - 32- - - - - - - - - - - -33 - - - - - - - - - - - - - - - - - -33 - - - - - - - - - - - - - - - - - - '�r'MAPLE - -34 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 34- _35 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 35 - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- 36 - - - - - - - - - Ix _36- - _ X . - - - - - - - - - - - - - 2; - - - - - - - - - - --- - - - - - - - - - - - - - - ---- - - 37 - - - - - - - - -- - - - - ___ -\ 2 7 -38 - - - - - - - - - -- --- - - - - - - - - - - - - - - - -- (6(A < C5 _j (L )fill BO E Y FOREBAY LLJ L6 MAPLE M if LS3P ASSOCIATES, LTD. 4'MAPLE If 2528 INDEPENDENCE BLVD. SUITE 200 WILMINGrON, NORTH CAROUNA 28412 I 10\ It 7".9901 , FAX 910.790.3111 TEL 910. WWWLS3P.COM If 4"MAPLE if VAULT TOP 31.69 INV OUT 26.79 I WOAK CURB INLET INV IN NE 27.11 RIM 31.17 INV IN W'26-94 INV IN=26.77 INV IN E_ 26.94 -40 - - - - - - - - - - - - - - - IN V OUT=26.72 _37- - - - - - - - - - - - - - - - -39 - - - --- - - - - - - - - - - -- 10*OAK -36- - - - - - - - - - - - 38 _35- - - - - - --- - - - - - - - - - - - - - - - - - - -34 - - -- ---- - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - ____35 - - - - - - - - - - - - - - - - - -- -- ___j5 RCP 34- - - - -33- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INLET aq RIM 31.16 *MAPLE 10"GUM 12 lj)�* INV OUT=29.32, C 10"MAPLE SSMH Im23 50 SS _SS 1-24.06 J-24.18 SS ss 10"PVC TOP 32.38 N SSMH Ss 10*PVC TOP 30.58 ss -24. 1-24.97 SS SSMH TOP 29.97 3*CYPRESS W_ w 12* W -wV W_ M W W W 10"GUM t 3'CYPRESS WOODS ASPHALT /r�\3`CYPRESS CIS _30- 911vok M 10'GUM STORM WATER M-f DETENTION I \ 'k SSMH POND 2 \ % '-01' \ � \ \ \_ �_ TOP 30.50 WOODS MEMBERS OF THE AMERICAN INSTITM OF ARCHITECTS COPYRIGHT 2006 ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS AND CURB INLET MAY NOT BE REPRODUCED RIM 31.75 DOCUMENTATION WOODS INV IN=27.56 ITTEN PERMISSION INV OUT-27.56 IN ANY FORM WITHOUT WR FROM LS3P ASSOCIATES LTD. WOODS TOP-31.12 CURB INLET INV IN-27.62 WOODS RIM 3117 INV IN-* 28.06 REVISIONS: V OUT�-27.58 C3 0 0 B -28, INV=27.63 GATE CONTROL- -29- 0 z 0 0 WOODS 0 Al"PROVED 10, 0, 0 NORTH CAROLINA ENVIRONMENTAL Y MANAGEMENT COMMISSION < r DIVISION OF WATER QUALITY 0 �Z 3 /410,0 z . . ........ 0 . . .. ........ a. x 1. 0 x OR PROJECT: 0 0 DATE: 4 June 2007 DRAWNBY: JRM 41, 0 r tl/ i 1%9.3 T A2\) CHECKED BY: MAS z '90 7 '0 lav, ro, a'- SSMH a. TOP 29.81 WOODS 07 0 kpl w CI). A - z 0 00 �' 0- 0 //z// SEWER PUMP STATION C) OR A i 2. ALL WORK. IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY" AND .THE STATE- OF NORTH . 1.: CONTRACTOR TO NOTIFY NEW HANOVER COUNTY ENGINEERING DEPARTMENT PRIOR T CAROLINA. B GINNING C E ONSTRUCTION AND HAVE A PRECONSTRUCTI4N MEETING ON SITE BEFORE WORK BEGINS C910--798-7139) 2 ANY. DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ,� . OWNER PRIOR TO START "OF CONSTRUCTION. GENERAL .CONTRACTOR SHALL BE RESPONSIBLE 1 THE CONTRACTORAS IS T4 ESTABLISH AND CHECK ALL HORIZONTAL AND. 'VERTICAL: CONTROLS .T0 FOR VERIFICATION OF ..ALL SETBACKS EASEMENTS AND DIMENSIONS SHOWN .HEREON BEFORE BE USED WITH `THE PROD ECT. tN ADDITION, THE CONTRACTOR IS TQ COMP,UTE :THE LAYQUT..OF 2. PRIOR TO ANY CLEARING G , GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING . BEGINNING CONSTRUCTION. THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING. ANY WORK ASSOCIATED' . WI S WITH" THE SUBJECT WILB L E INSTALLED AROUND: PROTECTED (? G TED TREES, R ROVES OF -:TREES AND .NO CONSTRUCTION PLANS: CONTRACTOR SMALL EMPLOY A: PROFESSIONAL SURVEYOR TO PERFORM : €. - _S TE TO OLS,'. OOLS MATERIALS OR VEHICLES ARE _PERMITTED WITHIN THE TREE PROTECTION 3. .THE GENERAL CONTRACTOR SHALL. CONTACT ALL 'OWNERS OF EASEMENTS UTILITIES AND. IMPROVEMENT: STAKEOUT S' .... . C . ). FENCING: R.O.W. S PUBLIC 0 P R R}V ATE; PRIOR TO WORKING IN .AREAS::. .THESE 4., AN YTIME WORK. IS PERFORMED OFF --SITE OR . WITHIN. AN EXISTING EASEMENT" THE CONTRACTOR . > .. 3. CONSTRUCT P TEMPORARY CONSTRUCTION ENTRANCE. 4. . CONTRACTOR SHALL MAINTAIN THE SITE tN A MANNER° SO THAT WORKMEN AND PUBLIC IS TO NOTIFY. `THE HOLDER. OF SAID 'EASEMENT AS TO THE NATO F PROPO SED OSED'WQRK ,:AND 'SHALL .BE. PROTECTED FROM INJURY, AND ADJOINING PROPERTY. PROTECTED FROM DAMAGE TO FOLLOW ANY GUID GUIDELINESOR STANDARDS WHICH ARE .ASSOCIATED WITH OR REFERENCED IN, 4: INSTALL ANY . EROSION,, CONTROL .MEASURES INCLUDING THOSE AT STAGING AREA .S . C ) : THE RECORDED EASEMENT. EMENT. 5. CLEAR AND R MO O M SlTE ALL TR EES, ROUT MAT, ETC. FROM THE 1M"THIN 5, ° ACCESS TO UiILI TIES, FIRE HYDRANTS; STREET LIGHTING, ETC.; .SHAta REMAIN - :: ,ROOTS, .AREA DESIGNATED. CLEARING .LIMITS. UNDISTURBED, BED,'. UNLESS'` COORDINATED WITH THE "RESPECTIVE UTILITY. RALGENENOTE S 6. INSTALL SEDIMENT AND .EROSION/TURBIDITY :. MEASURES : AS SHOWN, ' AS .CONSTRUCTION. : .:`D0 to NOT SCALE THIS D T DRAWING -:'AS € IS,'A REPRODUCTION, AND SUBJECT TO DISTORTION. 1. EXISTING CONDITIONS WERE TAKEN FROM -.-SURVEY URVEY COMPLETED BYWK DICKSONDICKSON&CO., .INC. PROGRESSES.'. AT THE, .OF EACH DAY EROSIQ NCONTROLDEV{CES MUST'BE EIN PLACE, AS 7, THE GENERAL CONTRACTOR ,.SHALL REMOVE ALL DEBRIS FROM THE SITE UPON OF TITLED EXISTING :CONDITIQNS, DATED JUKE. 5, . 2007 .. . DEPICTED ON "THE PLANS, UP TO THE CURRENT END . QF DISTURBED AREA. .COMPLETION E PROJECT AND. AT LEAST ONCE AWEEK-DURING.: CONSTRUCTION: 2. CONTRACTOR SHALL COMPLY WITH',ALL: THE LATEST REVISIONS AND INTERPRETATIONS OF THE 7:' IMMEDIATELY M A UPON 'COMPLETION- TELYOE WORK ' . DISTURBED `.AREAS` :ARE TO 8E LEVELED OUT 8. ;, THE, GENERAL CONTRACTOR' SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION L#M TS r DEPARTMENT 'OF. LABOR SAFETY . AND.. HEALTH .REGULATIONS FOR- CONSTRUCTION PROMULGATED SEEDED, , AND : MULCHED .,"DISTURBED AREAS. " ARE NOT: TO LAY EXPOSED -LONGER THAN . 21- DAYS. . CLEAN AT AH: TIMES. ... .UNDER THE OCCUPATIONAL OVAL SAFETY AND. HEALTH ACT. , -. 8. - DURING' GRADING ADtNG AND: AFTER, GRADING .HAS, .BEEN'.. COMPLETED,: CONTRACTOR SHALL CONTINUE 9. THE SIGN CONTRACTOR WILL ERECT AND''ILLUMINATE E A HATE. SITE IDENTIFICATION StGNAGE PER 3. CONTRACTOR SHALL PLAN .AND. CONSTRUCT WQRK . SO AS, TO CAUSE MINIMUM INCONVENIENCE . TO..MAINTAtN PE N RMANE T AND TEMPORARY. CONTROL MEASURES UNTIL FINAL , ..ILEUM .: -,; ,. OWNERS SPECIE€CATIONS SEE PLANS: TO THE. OWNER, .AND THE PUBLIC. . -THE CONTRACTOR SHALL PROVIDE ERECT AND.. MAINTAIN. AT INSPECTION AND APPROVAL _ BY THE. NEW HANOVER COUNTY ENGINEERING . DEPARTMENT... .- ... .ARCHITECTURAL ALL;11ME ' DU S ING R THE PROG RE SS. OR -TEMPORARY. SUS K ., PENSION OF WOR S T UI BLE .BAR # _ A R ERS F SSHALL. FENCES,' ENCE ,SIGNS OR OTHER ADEQUATE : PROTECTION . INCLUDING FLAGMEN :AND WATCHMEN AS ­ 9. ; _ ... CONTRACTOR.: CLEAN AND :RESTORE TQ PRE --CONSTRUCTION 'CONDITIONS NY A . AREAS 10. ALL 'UTILITIES "TO` SERVICE BUILDING, SH G AI_L BE UNDER. ROUND -ON .,SIT .E NECESSARY- ..." . TO .€NSURE THE SAFETY OF THE .PUBLIC. AS WELL. AS THOSE .ENGAGED iN TH _ OUTSIDE TH E PROJ CT AGED DUE T0: THE.: FAILURE OF: THE. EROSION... E LIMITS .THAT MAY BE DAM - 11. , ALL STREET ES, `. DRIVEWAYS, CULVERTS, :CURB AND GUTTERS,, ROADSIDE. DRAINAGE .. CON STRUCTION::.WORK. CONSTRUCTION.'SIGNING .: , : NG '.SHALL .BE _iN. ACCORDANCE :WITH THE LATEST" :CON TR4L MEASURES. , ,SURFAC DITCHES AND :OTHER STRUCTURES THAT ARE DISTURBED, OR"' DAMAGED IN ANY MANNER: AS A . E TIO F N 0 CONSTRUCTION . AND. MAIN TENANCE OPERATIONS SUPPLEMENT T4 THE 'M ANUAL ON UNIFORM TRAFFIC CONTROL: DEVICES'. BY THE 10._WATER, _. - FERTILIZE, MOW AND :MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL 'FINAL . RESULT OF CONSTRUCTION SHALL BE 'REPLACED: OR REPAIR D .IN :. CCO D E A R ANCE :WITH THE .DOT.._ .. ". -. ,. ...., APPROVAL. BY NEW HANOVER COUNTY.. SPECIFICATIONS' N ANY MISSING OR ,BROKEN SIDEWALK . PANELS. OR CURBING WILL BE REP�.ACEO .. , . ,. !N :ACCORDANCE: WITH THE SPECIFICATIONS.. .. ALL MATERIAL LCLA -CLEARED: OR DEMO LI SHED .BY THE CONTRACTOR. IN,ORDER- DER TO - R CONSTRUCT THE WORK. SHALL BECOME, THE PROPERTY Off' THE ON B E .G CONTRACTOR AND SHALL,'BE E PROPERLY 11. , ,: , VE E EMAIN N, # G TEMP;. REMOVE. THE R1.MEASURES:,. ORARY EROSION CONTROL,. UPON: APPROVAL BY NEW, , .. 12. . ' , . . , , »,. . CONTRACTOR SHALL MAINTAIN AS —BUILT".,: DRAWINGS TO :RECORD THE EXACT - DIP S OSED OF OFF —SITE. A VER COUNTY. , -AN . ,OF LOCATION; OF ALL PIPING PRIOR TO .CONCEALMENT. DRAWINGS 'SHALL BE- GIVEN: TO -THE OWNER ' . M ANCE. P(„AN_ UPON COMPLETION OF THE PROJECT: WITH A'. COPY OF THE TRANSMITTAL. LETTER TO THE 5.. ALL WORK B TH Y E CONTRACTOR' .SHALL .BE WARRANTED B AC Y THE CON -TRACTOR TOR- FOR A PERIOD �IN.i�N . . ENGINEER.. :.:.. N . 0 E YEARTHE-OWNER AFTER, OFAC CEPTS THE WORK. : 1.. .. .. ALL , EROSION N AND SEDIMENT'CONTROL C NTROL P AC S R T#CE 1MLL BE CHECKED. .S TABtUTY:AND . . :. OPE A ON -- R T} FOLLOWING.. EVERY RUNOFF PRODUCING ..RAINFALL .BUT NO CASE LESS THAW. 13:' :!F DEPAARTURES FROM THE SPECIFICATIONS OR DRAWINGS AR _ BY. THE ' D DEMOLITION .. TION NOTES . "!N ONCE EVERY . E ANY -NEEDED REPAIRS WELL BE MADE IMMEDIATELY TO :MAINTA{N L AL CONTRACTOR, DETAILS OF ,SUCH .DEPARTURES.. AND' REASONS THEREOF SHALL BE. GIVEN -TOTHE ' ..:: RRACTIGES AS DESIGNED.'- .. VIEW;' NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE _.._ WITHOUT THE PERMISSION. OF THE OWNER: " . 1. CONTRACTOR TO COORDINATE WITH. THE OWNER TO.PROPE L MAINTAIN O R Y MA N A. R RELOCATE EXISTING. ,., . .. UT1LI S TY SERVICE:CONNECTIONS WHEN. NECESSARY..:. 2: ALL CONSTRUCTION TlON ENTRANCES WILL,BE PERIODICALLY TOP .DRESSED WITH. AN . ADDITIONAL 'STATE 2. { CHES N OF #4 .STONE TO .MAINTAIN PROPER. DEPTH.':,,ANY. SEDIMENT THAT. IS TRACKED., 14:" ALL CONSTRUCTION TO BE !N ACCORDANCE WITH PERMITS ISSUED`. AND''APPL#CABLE , .. 2. . _ CONTRACTOR 1S TO WALK THE SI'iE' ANt� RFrn�At= t=A�Itt taR. wt'��.t .`ruF ��npt= -n� n�a�rn� t�nN - INTO, THE STREET: W!!.L BE MM D€ >..: I E ATELY REMOVED, . ,. , .. _ :" COUNTY, NTY,:"AND LOCAL CO DES: , r ..............:............................. • 'i , n O TA ,pp t0 A rp GRAPHIC SCALE ct� _ 20 0 10 20' 40 ai. IN FEE SCALE. 1 . 20 IL mQ 0� ;y a x � GRAPHIC SCALE .- t ...� _ 20 0 10 20 40 m ` ah (IN FEET) a% SCALE: 1" = 2V 1 ASPHALT =� PROPOSED R!P ,RAP APRON =� PROPOSED R!P ,RAP APRON M ROOFDRAtN OUTF ALL � 6 o I' _ 3 INV. 2 Q w W i. Yi -33 - -- -�^ -- - - - ---36- j t D. AREA LIMITS OF DISTURBED. t 92 AC D ,.' y i OOF) .' .. M i \ 4.1 \\\ r (1) 6" 90' BEND o -- - ---,- ---... _.._.... _ - - - - .....,.__. - - --- - -. .�. ... - - CONNECT TO: DRAINLINE FROM -COND. BASIN . ,Q CLEANOUTANV. 33.44 TREEPRQTECi1ON C 1-23 50 SSP, H TOP '29.97 DEEM .3 INV IN=28.06 T >o: \. p Lu \t\ 1. MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS . COPYRIGHT YEAR ALL, RIGHTS RESERVED' PRINTED:OR, ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION.' FROM LS3P ASSOCIATESLTD. REVISIONS: APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT CO MMISSION DIVISION OF WATER QUALITY GRADING, DRAINAGE91, AND CONTROLP.LAN. SOLUTIONS THROUGH LISTENING .100% CONSTRUCTION DOCUMENTS, 2 3 4 5 .6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . War %1`%XS"`N,: community. Infrastructure. consultants INV 27-27 -VlcrmTy -------- CONTACT. DENISE FREUND - ------- 27 DFREUNDOWKDICKSON.COM =500$ 909 MARKET -STREET F---------- L (910) 762-4200 INV; 2 8 ­­30" Office Locations: it Noeth Carolina Ge'orgio It VW MINGTON, NC.28401 OFDRAIN OU"FALL I WLET South Carolino TOP 32.05 Florida It INV 27.75 . . . . . . ........................ ....... It - - - - -- - - - - - 7- ­71 --- I - - . . . 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PROPOSED ONEY V I La 33 44, �"­CURB-'INLET ONFIGURAMON I/ EC 11 33.97 ADJUST RIM70, 33.5 .31.69 I G .34.14 1 TC34 31 -1 TOP LOVASSOCIATESITD G 33481 1 CURB INLET INV.OUT 26.79 3 .22 66.86 INV iN'NE 27.11 2528 INDEP.ENIDENCE BLVD., SUffE'200' --------------- -4 1 TC33.801 RIM 31.17 1 INV IN W� 26.�4 WILMINGTON. N ------------- -3 ORTH CIAROUNA. 28412 - - - - - - - - - - - - - - - - - - - - /Cj INV OUT"26. INV IN E 2.6.94 TEL 910.790.9"1 , FAX910. 790.3111 ----------------------- ------ G 3 .36 IG 33. INV IN=26.77 LEANOUT .72� ------- ----------------- ------ - -------------- -------- INV.,/:33.4A WWW153P.COM -------------------- G_/33.0, ------------ -------------------------------- I I ----------------- ------ ------------- ------------- AFT - - - - - - - - - - v, 00 CP------------ ----------------------------------- --------- ------ G 3.346 .46 -------------------------- --------------- L D �10"GUM PORARY CONSTRUCTION P6 LIMITS OF DISTURBED AREA C - N . I I ENTRANCE (SEE AC DETAI ITC32. SSMH 1=2 1=23.50 4.18 'IG (`V _LlN 4-01 32.30 TOP 32.38 -4- 1 O"PVr. 3,31AH D LODAW, LOD SSMH -24�8ZX 1 O"PVC 1 2497 TOP 29.97 9 31101 ---------------- --------------- ------------- 12" 0 (Y� X" 7 '�O"Gljm WOODS 33 32 001 GOl A (10 00 ASPHALT L -------------- TC33.1 0 G 3 .60 I TC33.751 TC34. ZOI IG 3 IG 34.20 2 G U ttvi MEMBERS OF THE AMERICAN INSTITLITE OF ARCHI TECTS -Ile 0, COPYRIGHT YEAR ALL RIGHTS RESERVED PRINTED OR ELECTRONIC,DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED WOODS IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD., Is, 6' --------- It REVISIONS: B C R8 INLET RIM 31.75 t WOODS INV !N=27.56 INV OUT=27.56 DI WOODS CURB INLET INV !N=27,62 A RIM 31.17 J-) INV IN=28.06 )�NV OUT=27.58 0\ A PROVED 0 NORTH CAROLINA E GATE CON­?rROL NVIRONMENTAL 0, 1l4V=27.63 MANAGEMENT COMMISSION 0' N OF WATER QUA LITY 0 z PROJECT.�)- FCC COSMETOLOGY BUILDING 0 DATE: 12 OCTOBER 2007 z NOTE: DRAWN BY: MC 1. CONTRACTOR TO VERIFY THE LOCATION OF SILT FENCE CHECKED BY: DLF Wl)prk, T NTH GRADING PLAN. 2 4 5 6 LANDSCAPE SPECS INLET ASPHALT �TOP CURB 33.19 PLANI MATERIALS, INV 27.41 CONC CURB. & GUTTER GENMAL ELANJINQ IREE5 AND 5EECIMEN SHRUOS "AMERICAN STANDARD PROVIDE PLANTS TRUE TO SPECIES AND VARIElYCOMPLYING NTH RECOMMENDATIONS OF ANSI Z60.1 SET BALLED AND BURLAPPED (B&B) STOCKON LAYER, OF COMPACTED PLANTING'SOIL MIXTURE,, PLUMB ANDIN CENTER.OF FOR NURSERY STOCK" PIT OR TRENCH WITH: TOP OF BALL 2" -3* ABOVE FINISH GRADE AND ALSO e 3' ABOVE THE GRADE -THEY BORE TO 4"oAk, V.- 4, I NATURAL GRADE BEFORE TRANSPLANTING. REMOVt ALL'STRAPS AND ROPES, MADE OF MAN-MADE FIBERS COMPLETELY FROM q, 1P 'A/ 1$1 ---tV,�,y4l�&AK ­- , ­­ `V __�_ . `V '- SPECIFIC REQUIREMENTS -CONCERNING PLANT MATERIAL AND THE MANNER IN WHICH IT IS TO BE SUPPLIED ARE SHOWN ON OVE BURLAPAND BIODEGRADABLE ROPES FORM TOP HALF OF* ROOTBALL CUTAND REMOVE 'JG " ., I -P 4 ROOTBALL.. LOOSEN AND REM GAS GAS 7. Gl)� I - NAS 2. THE DRAWINGS AND PLANT LIST. -SIDES'OF 'BALL, AND WORK EACH LAYER M SETTLE. BACKFILL,AND PLACE ADDITIONAL, BACKFILL AROUND BASE'AND \Ik -APB - ALL WIRE. BASKETS BEFORE BACKFILLING.' USE PLANTING SOIL. MIXTURE TO BACKFILL PLANT PITS. WHEN PLANTS ARE SEV APR ALN,,sV,, V V 3. ACCLIMATIZATION: PLANTS MUST.HAVE GROWN UNDER CUMA11C CONDITIONS SIMILAR TO THOSE -OF. THE LOCALITY OF THE WHEN EXCAVATION IS .2/3 ELIMINATE, VOIDS AND AIR POCKETS. APPROXIMATELY FULL, WATER' THOROUGHLY PLACING PROJECT SITE FOR A'MINIMUM OFjW0 YEARS IMMEDIATELY PRIOR TO BEING PLANTED ON THE PROJECT. :4 REMAINDER: OF BACKFILL. REPEAT WATERING. UNTIL NO MORE' IS ABSORBED. -WATER AGAIN AFTER. PLACING FINAL LAYER 6F* 14' �IN _27/2F A a Q SIZE 4� __N QUWTY A 0\ 4 [4: f1t*1MTPAr%T nP 4ZW Al I OPUAW Al I A I 1. FURNISH NURSERY GROWN. PLANTS, FRESHLY DUG, NORMALLY SHAPED AND WELL BRANCHED,, FULLY FOLIAGED MEN IN -LEAF MAM UAnr nP ILID970 n1IQ LIAT1701AI Tur', onr)TpAti Akin Toiihiv OrrnOr L -4, 4- ! '4,. 1 -ROOT SYS MS. -OF ..THEIR EGG& AND WITH HEALTHY WELL DEVELOPED TE PLANTS TO'BE FREE OF INSECT INFESTATIONS. OF TREES AND SPECIMEN SHRUBS.. INSTALLA11ON - - - - - - - - - - - + ....... . . . . . . . . . . . . . . ITO. H FURNISH, PLANTS TO MATC AS CLOSELY AS POSSIBLE WHENEVER SYMMETRY IS+ CAI I ED FOR. SPECIFIED FOR BALLED AND BURLAPPED, STOCK, EXCEPT REMOVE CONTAINERS, WITHOUT DAMAGING ROOTBA 'PRIOR TO BCKFILLING. 2 AJ & %_ 1 3. SET GROWN STOCK w AG CONTAINER WK 3. PROVIDE TREESANO SHRUBS OF SIZES'SHOWN OR SPECIFIED. TREES AND SHRUBS OF LARGER SIZE,MAY BE USED IF LIA C ACCEPTABLE TO THE.LANDSCAPE ARCHITECT, AND IF SIZES OF ROOTS OR ROOTB ' ALLS ARE INCREASED' PROPORTIONATELY. r"ACKSdOwN THE INCREASED SIZE WILL NOT RESULT IN ADDITIONAL COST TO THE OWNER.'., consultant - ANTI -DESICCANT USING POWER SPRAY TO PROVIDE AN ADEQUATE FILM OVER TRUNKS, BRANCHES, STEMS, TWIGS, AND community. infrastructure 4. APPLY FOLIAGE. IF DECIDUOUS TREES,OR SHRUBS ARE MOVED IN FUH LEAF, SPRAY'ANTI. DESICCANT AT NURSERY BEFORE MOVING D .4. STOCK SPECIFIED IN A SIZE RANGE: WITHIN EACH, SIZE RAN E OF THE PLANTS -MUST BE OF THE Ti /MF\ AND AGAIN'. AFTER PLANTINO PER MANUFACTURERS RECOMMENDA ONS, DENISE -FREUND CONTACT. MAXIMUM IZE SPECIFIED. Z 11, 14, L .4 DFREUNDOWKDICKSON.COM AFTER PLAN11NG WORK HAS BEEN COMPLETED, MULCH. PITS,�, TRENCHES, AND PLAN NG BEDS. IMMEDIATELY "BW ARE -TO HAVE FIRM, NATURAL BALLS,OF SOIL 'CORRESPONDING - - '409-, MARKET STREET '4 TI 5. MULCHING. PTH OF 2 �B D 4 x] _+ 5. BALLED, AND + BURLAPPED PLANTS. PLANTS DESIGNATED, PROVIDE A MINIMUM ARK. FINISH EDGES ACCORDING, TO DETAIL. STOCK BALLS, TO BE'FIRM ECIFIED IN ANSI Z60.1 "AMERICAN' STANDARD+ OR NURSERY 4 WRAPPED IN 2, 5 .4 V \j, (910) 762 3 3' BIODEGRADABLE BURLAP AND SECURELY TIED WITH +BIODEGRADABLE HEAVY TWINEj ROPE AND/OR,WIRE BASKETS. LANTS 6. WATER: SOAK PLANTS IMMEDIATELY AFTER,, PLANTING,,CONTINUE WATERING THEREAFTER AS NECESSARY UNTIL, - C Office Locations: OMPLETION. WITH.LOOSE, BROKEWOR MANUFAC11JRED ROOTBALLS WILL OOTBALLSIL SHALL BE LIFTED FROM. THE BOTTOM BE REJECTED'. R SUBSTANTIAL ;North Carolina ONLY, NOT BY STEMS OR TRUNKS Georgia 177 South Carolina'- q, Florida 7. SMOOTH PLANTING AREAS TO CONFORM. TO �9PWFIM 'GRADES'AFTER FULL SETTLEMENT HAS OCCURRED.AND MULCH HAS .................... ILI C N PLANTS IN CANS OR PLASTIC CONTAINERS WILL BE. ACCE?TABLE IN LIEU OF'BALLED AND BURLAPPE6 BEEN APPLIED., 6. QNTAINER GROW Ld *+ THE CONTAINER MUST BE. REMOVED PRIOR TO PLANTING, WITH 10 TY. THEY ARE OF SPECIFIM:QUALI 4 CARE - BEING - EXERCISED AS --TO NOT INJURE 'THE PLANT. tfHR' QUYING AND* ERUNING ++*+ G -1� TREES BY ANSI Z60.1 PROVIDE TRES OF HEIGHTAND CALIPER LISTED ORSHOWN AND NTH BRACING CONFIGURATION RECOMMENDED STAKING OR GUYING.' MAINTAIN CAPE FEAR STAKE AND GUY*TREES IMMEDIATELY. BE PLUMB: AFTER FOR TYPE AND SPECIES REQUIRED -PROVIDE SINGLE STEM1REES; EXCEPT WHERE SPECIAL FORMS ARE SPECIFIED IN THE TY COLLEGE, STAKES, WIRES AND..GUYS.UN71L ACCEPTANCE.OF THE WORK N TOTAL COMMUNI CONTRACT DOCUMENTS. a3 AFTER PLANTING. PLANTS SHALL /IV 5 .7 INGLE STAKE WITH RUBBER HOSEANDIARE LOOP 2., STAKING TREES OF 1 INCH CALIPER AND -UNDER 4 FEET� HEIGHT: USES 0 2. 'PROVIDE SELF SUPPORTING TREES WITH STRAIGHT -TRUNKS AND - LEADER& INTACT. MERE REQUIRED JN'CONTRACT- V11,0 �­ T. -CHARA -DESCRIBED. AROUND'TRUNK. USE ONLY WOODED STAKES S SPECIFIE+ D.� 411 N. FRONTZ DOCUMENTS PROVIDE TREES WITH' CTER. AS. A LIPER�L'., RIVE STAKES SECURELY INTO'GROUND AND'FASTEN TO TREE WITH VARE AND 28401. WILMINGTON', NC 3. STAKING TREES +OF 1 *,TO, 2 3/4� CA -BE MEA ER, HE GHT AND SPREAD. CALIPER SHALL UND 3. DETERMINING DIMENSIONS -FOR TREES: ARE CALIP SURED 6"'ABOVE GRO TIE -,USE HOSE AROUND WIRE SO WIRE IS NOT IN CONTACT WITH'PLANT. OR. USE CINCH -TIE, OF APPROPRIATE SIZE.. ADHERE -47,cAuPER. TREES OVER 4* CALIPER SHALL BE MEASURED 12" ABOVE GROUND. UL.ILDING, HHP\ VFOR�TREES UP TO�AND WCWDING TO STAKING DETAILS. UNLESS ALTERNATE DETAIL'HAS. BEN APPROVED BY,LANDSCAPE ARCHITECT PRIOR TO'BEGINNING OF' . F.F. � EL. 35.00 SPECIFIED,�HEIGHT AND SPREAD DIMENSIONS REFERJO THE MAIN BODY'OF THE PLANTAND NOT BRANCH TIP TO TIP. TAKE� __ a - ;v+, . + T. .. . I . PLANTING OPERATION. PROPOSED BUILDING HEIGHT 30'A- .j ANCHES IN NATURAL POSITION. LDING AREA =� 15,30 + GUY TREES ACCORDING TO DETAIL POSITION GUYS AROUND TRUNK Ar D 4. GUYING TREES OF YCALIPER OR LARGER (SEE. ARCHITECTURA REE F_0_RMS: APPROXIMATELY TWO -FIFTHS THE HEIGHT OF THE -TREE. �ANCHOR GUYS IN GROUND EITHER TO NOTCHED STAKES OR STEEL DO. NOT+ LIMB- UP 1TREE FORMS -MORE 2 FEET BEFORE PLANTING PRUNE TO DESIRED SHAPE+AS DIRECTED BY OL,C) 2 ..DRAWINGS FOR DIMENSI HHR -TOP END 3" BELOW FINISH GRADE. RODS DRIVEN SECURELY INTO GROUND WITH LANDSCAPE ARCHITECT. _,W E -A R: PRUNING: UNLESS OTHERWISE DIR CTED BY ANDSCAPE ARCHITECT DO NOT CUT. TREE I EADERS, AND REMOVE ONLY INJURED 5. OM TRES, IF ANY. PRUNE SHRUBS AT� THE DIRECTION'OF THE LANDSCAPE ARCHITECT. LZP1 AL, PEAT OTS, HAVING. NOT LESS PROVIDE ESTABLISHED, AND WELL -ROOTED PLANTS, IN, REMOVABLE CONTAINERS 'OR: INTEGR GROUND'COVE ULT THAN MINIMUM NUMBER AND LENGTH' OF RUNNERS BY ANSI Z60.1 FOR THE POT.'SIZE SPECIFIED. REMOVE'AND,REPLACE PROMPTLY ANY PLANTS PRUNED OR,',MIS-FORMED RESULTING FROM. IMPROPERPRUNING. 6. /A7-!5\ GRASS INSPECT TREE TRUNKS FOR ANJURY,-:IMPROPER PRUNING 'AND: INSECT INFESTATION AND TAKE CORRECTIVE'MEASURES. :y MAIERIALS. 7. /AS SOD: PROVIDE, TRONGLY ROOTED SODj NOT LESS 114AN 2YEARS,OLD AND FREE OF WEEDS'AND UNDESIRABLE NATIVE 'OF OROWTH'AND DEVELOPMEN TED (viAB'I F NOT DORMANT) PROVIDE, MEN PLAN ------ ----- M GRASSES.*:, ONLY'PROVIDE SOD tAPABLEL Top :GROWTHL -5/ PLUS:jHICKNESS OF MACHINE CUT'SOD, OF A'UNIFORM MINIMUM, SOIL THICKNESS� OF 8 JNCHj AN THATCH. SHRUB 'AND: GROUND�,COVEUEDS tOD' PIECES TO BE CONSISTENT IN SIZE +AND SHAPE. ALL SOD MUST BE A., TRUE CERTIFIED TURF GRASS. W CbNTAINER"-GROWN PLANTS. + ----------- E,XCAVATE LARGE ENOUGHAREA UNL66SENED SOIL TOANSTALL SPECIFIED tl SET, IN 0 -REMOVE -WITHOUT DAMAGING.THE RO TBALL AND EXCAVATED HOLE. -WAR -YEAR FOLLOWING �'DATE+ OF SUBSTAN71AL COMPILE 0 ALL- TRES. SHRUBS..'GROUND 2. CONTAINERS FA RANTY FOR: A PERIOD OF ONE 'AND: 1GRASS AGAINST -'ANY DEFECTS DING: DEATH -AND UNSATISFACTORY- G DETERMINED THE N BUSE L:OR:r DAMAGE .8 OTHERS OR UNUSUAL 3 PLACE CONTAINER PLANT IN EXCAVATED, HOLE WITH. TOP OF ROOTBALL: EVE WITH FINAL SHRUB BED ELEVATION. ------ LANDSCAPE ARCHITECT. DEFECTS RESULTING FROM NEGLECT BY HE OWNER, A Y I C"'RCpr 'COVER �(INCLU kowm) As. B� 5 PHENOMENON' OR INCIDENTS+ BEYOND THE.CONTRACTORS CONTROL ARE EXCEPTED SHOULD QUESTIONS' ARISE, CONCERNING THE, RESPONSIBILITY - OF'REPLACEMENTS, 'THE- LANDSCAPE -ARCHITECT WILL 4. OM - THE BED:� AND. LIGHTLY COMPACT +SOIL AROUND -PLANT TO - ELIMINATE OIDS AW S -ES PIM- 3116 AIR'L IV Z) -BE AVAILABLE - FOR ARBITRATION PROVIDED: THE OWNER 'ACkhLL RO,OTBALL,,WTH AMENDED SOIL FIR LS3P AS OCIAT I INLE-11111 LTD 7 AND CONTRAIC TOR MUTUALLY DESIRE'. OCKETS. 2528 INDEKNDENCE BLVD. SUffE 2oo. INV OUT-- 1 O"GUM WILMINGTON, NORIM. CAROUNA '2"IZ., MULCHING: ]MMEDIATELY AFTER PLANTING, MULCH PLANTING BEDS WITH A S� REMOVE AND REPLACE TREEj SHRUBS, GROUND COVERS AND LAWN, OR OTHER PLANTS*FOUNDJO BE DEAD OR IN +UNHEALTHY +" AXIMUM DEPTH OF 2� BARK., FINISH EDGE 3 2.: 5. TEL 91110.790.9901 FM 910.790. 11.1, E ACCORDING TO DETAIL REMOVE ALL MULCH FROM FOLIAGE- OF PLANTS. 'DURING WARRANTY'PERIOD AS DETERMINED, BY -LANDSCAPE ARCHITECT'OR 0 ER. MAK CONDITION,,. WN REPLACEMENTS. AS SOON -WWWAS3P.COM As WEATHER tONDITIONS PERMIT. M I 0"PVC 6. WATERING4+ SOAK, ENTIREAREA IMMEDIATELY AFTER: PLANTING. CONTINUE WATERIN THEREAFTER: As NECESSARY UNILL, H 3. REPLACEMENTS: -MATCH ADJACENT SPECIMENS�OF SUBSTAN11AL COMPLETION. SAME SPECIES., 'REPLACEMENTS ARE SUBJECT TO ALL REQUIREMENTS 7 STATED IN THE CONTRACTDOCUMENTS AND ARE- SUBJECT TO INSPECTION - BY -LANDSCAPE ARCHITECT PRIORL OT DIGGING. -33 .4. REPAIR'GRADES, LAWN AREAS, PAVING AND. ANYL OTHER - DAMAGE - RESULTING FROM REPLACEMENTS. -PLAN-nNG.OPERATIONS, v 12" LAWNS ry INSIALLIN _,y_,_y_y-y-y-ry-y­ry NO ADDITIONAL COST TO THE OWNER. ATURATED. WATER SOIL PRIOR TO RECEIVING SOD. AT'THE TIME OFSOD PLACEMENT SOIL -MUST BE MOIST BUT NOT ACEMENTS MADE DURING THE WARRANTY PERIOD. OR FOLLOWING INSPECTION FOR FINAL ACCEPTANCE WILL CARRY ON 5. REPL 2. LAY SOD WITHIN 24 HOURS FROM TIME OF STRIPPING IF NOT POSSIBLE, SOD MAY �BE STORM ON SITE UP TO 36'HOURS WOODS ADDITIONAL - ONE YEAR WARRANTY BEGINNING At THE TIME OF REPLACEMENT. -UNROLL AND PLACE INS SHADE AND KEEP UNTIL C AFTER, STRIPPING PROVIDED SOD IS+ PROPERLY PROTEOTED!''UNSTACK, INSTALLATION. MAINTENANCE BEGIN, MAINTENANCE IMMEDIATELY.AFTER PLANTING. �3. DONOT PLANT DORMANT'SOD. v - -TOTAL 4. DO- NO -PLANT SOD ON -FROZM GROUND. A 2. MAINTAIN, TRE D ER PLANTS. UNTIL DATE -OF SUBSTAN11AL COMPLETION OF. THE, WORK IN ILI S FITTEDL 2 3. MAINTAIN TREES, SHRUBS AND OTHER'PLANTS BY WATERING PRUNING;'CULTIVATING, WEEDING, AND RE -MULCHING 5. LAY SOD TO FORM A SOLID MASS, NTH TIGHTLY JOINTS. SNUGLY Fir ENDS AND'SIDES OF SOD STRIPS, DO'NOT, A OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.'' WORK FORk BOARDS TO AVOID DAMAGE TO REQUIRED. FOR HEALTHY GROWTH. RESTORE PLANTING'SAUCERS. TIGHTEN AND REPAIR STAKE AND, GUY SUPPORI AND ES 7 RESET TRE AND SHRUBS TO PROPER GRADES OR'VERTICAL POSITION AS REQUIRED. RESTOREOR REPLACE DAMAGED E CONTACT NTH � SUBGRADE. WORK SIFTED. SOIL INTO MINOR. CRACKS WRAPPINGS. SPRAY+ AS REQUIRED TO � KEEP TRES AND SHRUBS FREE Or INSECTS AND DISEASE. BETWEEN: PIECES'OF SOD; REMOVE EXCESS, TO AVOID SMOTHERING AF 'ADJACENT �GRAS9 A G MAINTAIN LAWNS UNTIL DATE OF SUBSTANTIAL COMPLE11ON OF THE WORK IN TOTAL .4. 6. ANCHOR SOD MTH WOOD PEGS TO PREVENT SLIPPAGE OF SLOPES EQUAL TO OR, GREATER THAN 3-1 AND WHEREVER EROSION P CAN BE ANTICIPATED. LAY SOD PERPENDICULAR JO SLOPE DIRECTION, WITH STAGGERED JOINTS. A 1z, 11, MF 5. MAINTAINING LAWNS BY WATERINGj WEEDING, MOWING, REPAIR OF ERODED AREAS AND RESEEDING OR RE -SODDING AS NECESSARY TO ESTABLISH A UNIFORM STAND OF THE spEcinED GRASSES. 7. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY 'AFTER PLAN71NG UNTIL SOIL ISL DAMP, TO A DEPTH OF 4". WOODS 2 A INSPEc*nON AND ACQEPTANCE D GENERAL NOTES PROGRESS OF THE WORK. WORK FOUND TO BE UNACCEPTABLE. MUST BE CORRECTED WITHIN CALENDAR'DAYS. REMOVE A 0 REJECTED PLANTS AND MATERIALS PROMPTLY FROM PROJECTED SITE. 'PERIODIC INSPEC11ONS WILL BE MADE FROM TIME 10'11ME,BY THE, LANDSCAPE ARCHITECT TO�REVIEW THE QUALITY AN AAP /M F 6 1. THE'QUANTITIES INDICATED ON THE MATERIAL SCHEDULE ARE PROVIDED FOR AREA T PE INQ _RMATIObj: 0 B E SC0 'SHOULD NOT BE �ASSUIMED To ALWAYS 2 THE CONTRACTOR, BUT ------ THE BENEFIT OF INSTITUTE OF ARCHITECTS PLANTINGS: -NOTIFY, 'SL REPRESENTATIVE AND, THE OWNER. AT LEAST IN THE EVENT OFA DISCREPANCY, THE PLANTING LAN WILL 1. FOONDA11ON 2. UPON COMPLETION, OF WORK,, THE CONTRACTOR SHALL HEOWNER coPYRIGHT YEAR ALL RIGHTS RESERVED, TEN (10) DAYS -PRIOR TO REQUESTED DATE -OF, INSPECTION OR' SUBSTAN11AL COMPI FlION OF ALL OF POR11ONS OP THE N�hl'H',,LSIDE BUILDING. AREA-7 ----,Z9,97 SF TAKEPRECEDENCE OVER THE MATERIAL SCHEDULE.,* THE'CONTRACTOR SHALL WORK-,, LANDSCAPEARCHITECt WILL. ISSUE �A PUNCH', LIST FOR WORK TO BE -CORRECTED; LL MORK'IN THE PUNCH, LIST PRINTED OR ELECTRONIC DRAWINGS AND (48�8! x,�30,. 33) BE RESPONSIBLE FOR HISOWN QUANTITY CALCULATIONS AND THE LIABILITY P G,-AREA'REQUIRED,�- �2 Gal �.$Fx 360, SF -4 1 - (5)'WORKING DAYS FROM DA WHERE INSPECTED WORK. DOES NOT DOCUMENTATION MAY NOT BE REPRODUCED PLANTIN' AREA PROVIDED 61FSF MUSTBE COMPLETED.WITH IN FIVE TE OF INSPECTION PERTAINING To QUANTITIES AND ANY OTHER RELATED CONTRACT AND CONTINUE MAINTENANCE UNTIL RE-iNSPE AREA. TO BE '_E,'1EE DEE) A ED N �D,/ COMPLY WITH REQUIREMENTS, REPLkt REJECTED WORK IN ANY FORM WITHOUT WRITTEN PERMISSION EAST S �lILDING AREA (158.8A,30:�3,3),F 4, 16SC--, LANDSCAPE ARCHITECT AND. FOUND TO� BE ACCEPTABLE. DOCUMENTS AND.j OR PRICE QUOTATIONS., ;IDE PLANTING' Akt�,, REQUIRED. - (4,816 SFkj274,=-,5,78- 2. THE CONTRACTOR . SHALL . NOT C I HANGE OR SUBSTITUTE, PLANT VARIETIES FROMLS3P ASSOCIATES LTD. .1 11-1 � "'� " 11 3., CERTIFICATE OF SUBSTANTIAL COMPLETION WILL. BE ISSUED FOR'ACCEPTED WORK. IF PUNCH LIST ITEMS ARE ISSUED WITH PLANTING AREA ��ROVIDED 739 SF' 40 (5) THE CERTIFICATE, THEY MUST BE CORRECTED WITHIN FIVE WORKING DAYS.. H WRITTEN PERMISSION OF THE LANDSCAPE WOODS 11 t, 9,9 7 'S R ARCHITECT. SOUTH� SIDE BUILDIN AREA,,, x 30.33*1 �*, REVISIONS: __ - 4. ONE YEAR WARRANTY COMMENCES 'ON' THE HE DATE OF ISSUANCE OF THE CERTIFICATE OF -SUBSTANTIAL COMPLETION. PLAN11NG AREA -R [RED x EQ SF). (127*) ALL LANDSCAPE MATERIAL'INsTALLA*,nON SHALL CONFORM T0,LTHE CURRENT PLANTING. AREA PROVIDitl�14v4522$Fu' 5. FI T OF SUBSTANTIAL COMPLETION OF THE WORK IN TOTAL THE LANDSCAPE STANDARDS'OF THE AMERICAN NURSERYMAN'S ASSOCIATION (ANA) AND IS INV, OUT=27.58 ARCHITECT AND THE OWNER INSPECT THE. WORK, FOR FINAL ACCEPTANCE. , �UPON SATISFACTORY COMPLETION OF REPAIRS SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT. 17 TIFIES, W-WRITING, THE FINAL ACCEPTANCE 0 THE AND/IOR REPLACEMENTS THE LANDSCAPE ARCHITECT CER F THE WORK. FINAL ACCEPT-ANCE'.CERnFicAliON ISSUED BY LANDSCAPE ARCHITECT WILL SERVE AS EVIDENCE THAT CONTRACTORS CONTRACTOR IS RESPONSIBLE FOR. THE LOCATION OF ALL UNDERGROUND THE 'REPAIR OF� ANY DAMAGE 4. THE tNV=27.63 ONE LITIONS HAVE kEN'MET. UTILITIES PRIOR TO CONSTRUCTION, AND INCURRED DURING.THE EXEC UTION:OF THE WORK. \0,\ 5. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, PLANTIN.G NOTES: AND FEDERAL CONSTRUCTION. CODES AND SECURING ALL NECESSARY PERMITS. 6. THE CONTRACTOR SHALL MAKE PERIODIC INSPEC11ONS F THEPROJECT 1. PRIOR TO ANY. CLEARING,. GRADING, R CONSTRUCTION, IMSELF I ESTABLISHMENT APPROVED n\ INSTALLED DURING THE GUARANTEE PERIODS TO SATISFY H AC ATY, TREE �_PROTECTION FENCING, W11 I � BE AROUND PROTECTEDL ORI:GROVES OF TREES. .'.AND ADEQUATE. NORTH CAROLINA ENVIRONMENTAL WORKERS. TOOLS. -MATERIALS. OR MANAGEMENT CoMmi.q.qinhi NOT NORMAL OR ARE, DETRIMENTAL TO GOOD. PLANT GROWTH SHALL +BE � /000 TREES ANY M ETH ODS OR PRODUCTS DEEMED PLANT Ll ST- TREE SCHED ULE f-*% A K 1 "7- 1 -r' e-% I 1 1-'% 1. 1 r­% eN e% a I r- r1% a A I r- NO CONSTRUC11ON Uj co 0 Z 1-- KEY 'QUANiTITY ..BOTANICAL NAME COMMON 'APB 4 Acer Palmaturn Bloodg Japanese AR 4 Acer Rubrurn Red Sunset I CD 1 Cedrus Deodara Deodaro IAP _LN 3 I'lex. Aquipern� "Dragon Lady" Dragon La4 L 10, Lagerstroernia -Natchez" Natchez Cral r M L + IN _I mkin r A I I 10C Tf% I 11jL1nr^r ')t%l e)C IA/ATr L 1',D 1 01771 rr\ U 0 C_U U Lr VEHI LES ARE PERMITTED'WITHIN THE TREE PR TE 11 N im uni IVI-ql( KEY�. QUANTITY BOTANICAL NAME -Com�,46N NAME ROOT SIZE_ :REMARKS AC 22 Abelia 'Confetti'.' Confetti Abelia 3-Gal container 12"-14" AS 28 A + belia "Sherwoodii" Sherwood Abelic 3-Gal container IVS. 12 Hex Vornitoria "Shillings", Shillings Youpon 2"- 14" Holly I I container fENCING. K t9UMLI I Y 2. PLANTING SCHEDULE: ALL PLANT MATERIALS TO BE AND� REPORT, WILL BE, INTERPRETED AS. APPROVAL AND 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND A" REPLACEMENTS. 9119 INSTALLED WITHIN 21 DAYS OF COMPLETION OF PAVING/ REFER TO THE GRADING PLAN FOR ROUGH GRADESOF PLANTING'BEDS. FINAL PROJECT: CFCC COS UILDING METOLOGY B INFRASTRUCTURE. r GRADES ARE SUBJECT TO APPROVAL BY OWNER'S - REPRESENTATIVE. DATE: 12 OCTOBER 2007 LEGEND 8. PLANT MATERIAL TO BEPLACM AS.SHOWN ON PLANTING PLANS, ALL PLANT 'THE DRAWN BY: MC MATERIAL SHALL BE PLACED IN POSITION AND SUBJECTED TO APPROVAL OF THE OWNER'S, REPRESENTATIVE. PRIOR TO BACKFILLING 'AND MULCHING. CHECKED BY: DLF 42 �EXISTING TREE 9. DO NOT SCALE FROM DRAWING. 10. IF DIMENSIONS ON DRAWINGS VARY 1/2,,,OR MOREi CONTACT THE+LANDSCAPE PROPOSED SHRUB ARCHITECT FOR REVIEW AND CONFIRMATION PRIOR TO � CONSTRUCTION. 11. NEW SHRUB. PLANTING. ISJO BE A MINIMUM OF 36": AWAY FROM - EXISTING TREES. PROPOSED ORNAMENTAL TREE 12. PLANTING PLAN IS FOR. THE LOCATION AND IDENTIFICATION OF �VEGETATION 0 ONLY. NO OTHER WORK IS TO BE PERFORMED. BASED ON THIS'PLAN. PROPOSED: EVERGREEN TREE PROPOSED DECIDUOUS TREE GRAPHIC SCALE 20 0 10 20 40 + PROPOSED'GROUND COVER., 6m m-- 6moni A (IN FEETI SCALE: 1"'= 20' ci �a z KEY QUANTITY BOTANICAL. NAME COMMON NAME - R00T I S ZE - REMARKS CJ 1 Cr` - yptorneria Japonica Yoshino " Cryptomeria Cnt./B&B ;` 4 --5, ht. QV 2 Quercus Vir iniana 9 i Live. :.Oak 8&B . "_ 3 3.5" cal. TI) 4 Taxodium Distichum Bald Cypress B&B $'-10' ht. f WVr\'fr f l 9 .. :. , .: .. .. .. v r\vLr, V i LI V i llllJl M7Yii..f a i!-1e. I N L/ i LI T S R SH U SCH B EDU LE nnet�tsr�Anl_Atr r`nanAs�cefni�i KEY QUANTITY BOTANICAL. NAME COMMON. NAME ROOT .: SIZE REMARKS AC " 13 Abelia "Confetti" Confetti' Abelia 3-Gal 12"-14" container AS 5 Abelia „ r Sherwoodii, Sherwood " Abelia 3 Gdl, container .> 12 "14" IG 19 Ilex glabra "Compacts" Inlcberry 3—.GaI container 12"-14" MF 6 Michella F'igo Stubb s' Purple 5—Gal " 18„ —24 container: RE 3 Rhododendron Autumn Embers 5-Gal 8"-24"" "Encore" Encore Azoleo container RIS 8 Raphiolepis Indica Springtime India 5—Gal 16"' 18" container GROUND', COVER,ETC. NMR 8 Hemerocallis "interplant " " Happy ReturnsStar Happy Returns,'.1-'Gal.: 12"-14" w/ Jasmine JG 34 Juniperus Conferta Blue Pacific 1--qt. 4 —6 Two Runner Shore Juniper Minimum i I. � I I I . I I . . � .- � . . . . . . I I I I . � . , . I . . � I I � . I 1. I . 1 � I I . � . 1 2 . I I . I 3 . 1 4 ' I I . 5 1 1 1 1 . I � 6 - . � I I a . . I I a I . a I I . I 11 . I I I I a . . I . - 2 . � - . I � I . . I . . I . I . I . . . � . I . I I I . . I . . I I I . . . I . I . I I .. . I . . : I � � � I . I . I . . I . I I I I I I . � I � I I I I � . I . � I I . .1 I � I I I � i ' I 1. I ­ . . � . . I . I I � I I . 11 I I I . I I I I . I . GENESAL NOTES: . , ' � � . . . . � � . .. . I I I . I I � . . . � ­ I I ,� I . I . . I � 11 . � . . � I .� . - I I � ­ � . . . I . A. GROOVE JOINT I" DEEP'WITH 1/8- RADII SHALL BE REQUIRED - I . . I 11 I � � . � � .1 � I I . . . . I . I � � I . . . I I I . � I � . i - I . . . I . I I . . I .. � I . ' - I .� I I . I I . I . � . � I I , I I I I . CAPE FEAR COMM. IN THE CONCRETE SIDEWALK AT 6' INTERVALS. - ONE 1/2" EXPANSION I I I I . . I . I I . . � / E /PANSION JOINT I . I I � . I I . � I I � � I . I " C I I . I . . � JOINT. WILL BE REQUIRED AT 4W INTERVALS- A 1/2- EXPANSION JOINT I I I I I . I . , I . Z' I � � I I . I . I . I I � . I 1. . I . , I . I I I , . .. WILL BE REQUIRED'WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER .. . . . I I .. I � � � . I -AT 30' INTERVALS(TYP) - . I . I . . � . . I I � . . . . I . I . I . -COSMO. . I I � 1. . I .1.1 I .. I I � ... � 11 I � ,� � I I . I . . . � � 1. I �� � . COLLEGE I i I AND ANY RIGID STRUCTURES. - - ' ' . I . . . 1. � I . � I I � . I � . . I I I : . I . � I I I I I � � � . I . I I � I �' . I . I . - � . . . � . . � : � . 11 : - � �� I : � I E � � � . I I I � . IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED ' I . . � � . . I I I I � I � . . . I I � I � . I I . I I . . . � I I . I . A "I'll, I .... A . I BUILD ING .. i TER THAN i 3V INTERVALS � I I . I . . . . I . � . � I I . . I I I � I I � . . I . . I . I . . � . . I I . I . � I I .. � ' ,� I . CONCRETE SHALL BE. 3600 PSI. IN 28 DAYS. I . I . I � I I . I I . � I � 11 I I . 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I � I � 1. . 11 I I I I I I N.T.'S. . .. . . . I � . . .1 � I I I I 10, � ., I . I I � I .. . . ­ . I � - . I . � � . . . � . , . � I . :: , 10' � . � 7 � � � � � � I I . � I I Ir I - I ,t* � . . � . I . � . � . I � � . � . � . � I I , �. I � � . I � I . � I I I . I I . �, 11 I I - � I � 0 147 1 30aw - . � I I - � I � . � . I I I . I I � I � I I I . � I . � . . . - 160 1 . r , ! / I,/ I 7�t, 10, I I � . i I � . I IT "Is Ir i . � � . :1 . . . � . . I I I - 110 � I . v1_%2z,M �/,- 77/7z= L4�� - , � � I � I . I � � . 0*",%, h� - � I . I � I . . � . I � � . I � . . � . . � . � I .1 - I __ . I . . I . I I I � . I . I . I - � I 11 . . I YELLOW . I I � 1 1 40' �, - I �, UN Y . I � I I I I . I I . : I .. I .. .. I � � I .11 . � � � I � I I ­ � . � I I I .1 ., . 44" � 14" , . 1 56"� � 24 =Z I � , . . I I .� . .. � . I . � I I I . . � . � . I i18 O" 1 � � . I I _0z .1 I 1 2" PIPE -\*., .1 E I I I I . I 1, q I � . I I I 1. . . . I � I I � I . � . I I . I 11 , , I I 11 . I I � I � . _T _�] � I I I I . I � I . . . � . I � I � I . . I .1 � . I . - I I I I � � I . I I � . I I I I ,� I I � I � I .. I I I I � � 11 . 1. I . r . I I . � I I . I . I . 11 I . I I I � . . I . I . . I . ­ I . . I I I ­ . .. � . . : � . I . I .1 . I . I � . � . . I � I . � . I I I I � ­ � � . . I I I I � ......... I � I.. I I . I . . � 1�1 . . I � . I � . . .. I . I . I � .1 . � I � . . � . I .. " � 00 . ' . . 1 44" . I . . I � I � � I I . I I � I I � I . " * I . � . ... .� - . . . I 11 � . I . � I I �. . . � �. I . 11 � I I . 32 I 24" �. � � . I . 2W ,r . � I . I '. , I . GORE LIbI I .. . . ' I . . ­ I I � ''I'll, I - I-- ----I . . I I I . � I I � � � � . I CONTRACTION � JOINTS � SHALL BE SPACED ATIMAX. 1 O' . INTERVALS, EXCEPT , I 01 . . � � I . I . I . I . � � . , . ! . I � I . � � . I � � I . . �� I I . . � I I - I I I ' I . .. �_ � I I I I � . . ." . I I � � � I I I I I . 1. I . .. I I.. � I �. � . " . I "I __L *,4 2' MIW-SK *1 . . I I = 11 . . . I 1. I � -1 I . . . 1. I I'll . I I I �, .� - - ASPHALT RAMP I I I I . . . ,. I I I f.� , � . . � . I I <, - YELLOW OR WHITE.'. � . -1-1___________j . I � I . �� I � . � . ' "' * I I � . � � 11 . THAT. A 15 FOOT SPACING MAY BE USED mEN.. A MACHINE IS USED OR, MEN - 1.1* .� . I'll . . , � I I : ,�_ , '� I . . - I I . I ___-I I-- 1� . I I _T 2 , I I 11 I ���� .11 . . L I I I . 11 � , . N I � I I I . � , . � I I . . I I . I � I I :, � .,. , I � . 11 . . u. .. I I � ­ . I . I . . . , � 00 . I . I � I . I I WHITE , , . I . "'�' ;�'I' I . . I " - . SA71SFACTORY SUPPORT � FOR THE � FACE FORM CAN' BE OBTAINED WITHOUT THE � . . ... �, . I I � , I . � � I SIDESLOPE 10:1 SLOPE I , .1 � I . � .� . I . 10" I I ,2e.' � . . . I I LS3P ASSOCIATESr LTD* I . * � . . ­ I . � , . I . I I I � . � , . . I . . I . . � � � , , . . I � I . I � I . I , . 1. . ­ I , I . . � I . I ' . � � . . � USE�- OF TEMPLATES AT I 0 FOOTINTERVALS. *JOINT SPACING MAY -BE ALTERED , � � I . �_ . . .1, . 11. .� . '. 11 . � , I , R=28* . I 1. � I . I . I , I . . .1 NTH SLOPE -FACE CURB, ��_)". --A . I � � . I I . � . . . � . . . . I � . . r . . - . I I . � I . .1. .11 � - I � I � .11 . I . . I . I �­ 11 . . I I I I.. I � � I . ­ - I . �.. I , T_ - - QOM . BINATIOWLE � I . . I I .. I I - I . � . _.�.2' 1 . . .. . I . . I I . . I . I r . . I . I I � � . � 11 .1� I I . . 1. � � I . I I ". ,� I . I . . I . . � I . . I .r I . 2S28 INDEPENDENCE -BLVD. surrE.2oo . BYTHE ENGINEER TO, PREVENT', UNCONTROLLED CRACKING, - . . 1� I I I I I I �. I . > 4m � %" . . ' I -I - . I � I _ � � * I � I - 1­0 I . � I . � .Piv* I I � I , I � � � � 1. I . . � � . I . I � I Im I . " : = � , � iP . � . I I � -WILMiNGTON, NORTH CAROUNA 28412 , �. CONTRACTION "'JOINTS. MAY BE INSTALLED, BY T14E `USE OF TEMPLATES OR I . .1 - I I . I 1. f! -3 2--. ; - , : . I I . . 03" . / I . � . . . . L I � � � . I I � � , : � . . � . ANO RIGHT TURN ARRQ � I .11 = v//m/za � I I . I I I 11 I I FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARENOT FORMED � - � I . � I -1 . . � ... � .1 . I �. I : , . .1 . .1 I QQMBIbIAT1!Qbj LEFT AN ' .' 1 12" -­- . I I . � -j- a I L � ''I .1 .� I ' I : 'TEL - 910.790.9901 FAX 916.790.31 11 I � I . � I I I � . I � I . .1 � I I I � I I , SIEAIPgHT AND � EIGEII JURM ARRM I .. ' I � . , 00 15" � I . I I . .- STANDARD IN SIGN '. .1 . � I I � I 11.1 . � I . � . BY . I . - ''I � I . � . I � I .. , � . 11 I . . . . I .1 - � I I . � -- -76- ----I �. I - � � � . I - I � � � . � I � I � .. . � .. I I . . . I . TEMPLATES, A �MINIMUM DEPTH OF 1-1/2" 'SHALL BE OBTAINED.- . . . . ANSION JOINT & * I I � I I I . - 1. . - I I- . . I 11 . � . I I I I . . WWW.LS3P.COM ALL CONTRACTION JOINTS EXCEPT IN'87 X 6" MEDIAN CURB SHALL BE FILLED. � � � .� ; %�f) lb I I . I I I I . . I I .. , I I I I - . 11. .1� I � � 'YELLOW OR WHITE -A I I � . I . 1. I � I . 1. . I . . I " I I I . - I I ,ii , I . . . I �. I WITH JOINT I SEALER. �- , ' � . -- . .� � .11 4 . � . . � . I I I . I I ROADWAY PAVING, I I I . .. . I I � � I . . I I . � & . I � - I . . . . .. � I . I . I ''I .1 I . I . 1 � .. � I . I � 11 I �. 1, � I I � � I . . I I . . I . I � . :. . I . . I � I .1 . . I I ...: - �, I . I I I . . I . �, .. . I I 1. 11 .1 . I I � I � � I . 11 . I � I . I .1 � . I I � I � � . NOTES: � 11 '' . I I � I . I I � I � . . I I I EXPANSION 'JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT ' - ­ . .1. I . . . 11 . � 1.00, � I �. I � . : �� . I � I � I � I � I . I . I *NOTE: WHERE TWO WIDTHS - : . . ­� I I .. I I . I I . I . - I � * � I ALL'REFLECTIVE SIGNS SHALL'BE MADE OF '' I . � I . . � . . I . I . I I � . . I � I � I I . . I I I I I a I . I I I . . TO ALL RIGID OBJECTS. ' I I . EA-YEIVIENT MAEKINO I . 1* ARE INDICATED, THE FIRST . . 1'. I . I I . . . . .., . 1. I : I . I I 2' CURB - & GUTTER, - � � I . I � . .. .. I . � � � . . � . I . . - . I � .. I . " ENGINEERING GRADE ,OR HIGH INTENSITY GRADE I .. . � I 11 ­ I - . � . . . I � I I I � I I � . I 11 % .... . 1� . ­ 1. � I . I N.T.S. ' �. . . . - 1 .Ssl WIDTH APPLIES, FOR A 1, I � - SHEE71NG OR'APPROVED EQUIVALENT. ' . I I , I � . 1. . I . . . 16' 1 . I . I I . I - - **� I ' REFI ECTIVE � I I . I . I I I . . . .1 TEEWNATION DEIAIL . . , � . � . I � � I . I I � I � . . . .1 I . . . I I - ', "NORMAL" WIDTH LINE. THE I I � � -OF-4AY' WILL BE � � I � .1 11 � . I . I � . I . - . � � I I . I . . ,.Z- . I I . I I . �. I I I - I I � � . ­ � ,. co . 2. ALL SIGNS PLACED IN RIGHT I I . I I �� I . 8w I I I . I , I I I I � I SECOND WIDTH'APPLIES FOR APPROVED BY TRAFFIC ENGINEERING DIVISION. � I I . . I � . � . . I � 1 1/2- R I - - 11' � I � . I . I 11 . I . '*�� I . . I 1. I 1. I I ! . . � I .1 � I I . I . . . � . 6` . � I - I � 1/2** R . � .. . � 11 . I . I I I I I I . I � . I . . 1. � . I I I . .1 I . SIDE!, OR. TRAMER.$E BAR A "WIDE" LINE. '"DE' 1 3. ALL F001INGS TYPICAL FOR ALL SIGNS, WHICH - � I ­ 11 I . I I . I � 1 :180 . � . � I . I . I - � � I � I . � . . I I . � I I � -1 I - I � I - I I � I � I .1 � � LINES ARE REQUIRED WHEN . NEED TO BE ANCHORED IN CONCRETE. . I I . I � I I - 1 � - a R ­ 1/81*'R , 6#! - , I . I - I I I I I I I . 11 � � . I I . . I I I I . 1� I ' . I � I I I . . I.. I . - 0+ I . � . . . ­ � . . � . I . I I I I QENERAL NOIES � � i ' DESIGNATED IN 'THE PLANS,� I 11 . I �. I I I I I I + I . � I . I I . I I I . (O . . � � . . . -R .1 I . . � I I I ,� . '* OR. WHEN DIRECTED � BY' 11 I . . � A �, i a I A+ � I I � . I I 1 3t# R 1 1/8 � ­ . . � . _. � I � I 11 I . I -ALL PAVEMENT MARIONG SYMBOLS SHALL BE.WHITE IN OXOR C14 1 . I. �, � � - I � : 0, I I ++ I . //_I I 11 i - . , I I . � . � I . I . I . I � I . I I . . -PAVEMENT MARIONG SYMBOLS SHALL NOT BE LOCATED. AS TO � ................. I I I I T`10 � � . . � � , � f I :i�. . I I . + � v I � � . . . . . . . I I I STANDARD 510 INSTALLA � V_ + /--i I I . I - � � I , I , � THE ENGINEER. LOCAITION , . � � . ++' + . 0+ � I � + � � I I . 11 " � I , � I I %, 11 � . . ENCROACH INTO INTERSECTION AREAS. , � ''I . I � wlim� I . . I I I I I I I � . I . . I . � I � I . I +++* +,.+,+ + -T-111" I 1. + " � � . - CONCRETE PAVEMENTS. PAVEMENT MARKtNG i ­ I I + . I T + ._+ . I . I . . I I � 1. I I I I -ON PORTLAND CEMENT � . I . I � � � . � . + + 4. + + +- *.+ + ++ + . . . . . � . . I I � . . I I I . . I I � . . � N + 4,+ + + +�, + . + A . . . I .1 � I � I IV- + 60 to' 11 I . � I , - 9, . . I 11, � I .. I I I SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION . 11 . I I � � � 11 . I � ­ N.T.S. I . . . � I - 111111�111111 ... ....'', I'll 1111".. ". ___� . .1 I . � 1 6#. 1 . I I . JOINTS, UNLESS APPROVED BY THE ENGINEER. + I " . I I . . I . 1. � - I . . I 11 . I 1(11i�tq_,, I � . *�� + + + to� + . PAVEMENT MASKINGS i . � . rf I . + " + +4 +, 121 �� I + + /_ . � � I + - ++ A ++0 + + +.,, 04 + + 0+ P 111� __+ . + + + 1, . . : 11 _ I I ... . . I +_ . � + 4++4- +4- . __7 , V_ I + .�'+ +�O++ A I I I SIDEWALK � I I � , I � I . I � I I "",� � � I LEVEL . � I �'. I A + . + + + . I I ++_ -..!:F.V+ . I I . . . I I . I I I I -<k-A C t. - ,,, - I . L + + ++ ++ + I +t � ,/� I I . " + - ++ + +0 + I 7"-1/8t$ R I I I +I. + , 1� . . I . I � � . I I I T.S. . � I � . . I .. /.1 . I . . CO + + + + +' A + ++ I , '��� . I I N. � � I I . . � + i. I . . I I � 4-. . t+++ 1 +4 . . I I I I I I I + I I � ­ I + I I I I , I . 2e- . - I � + + + + I + ++44 + +,++ .P' � � I I * I � + + � + ++ + +,* + + ++ + . f +� + �4+ , . I . � . I I � � I I � - . I . I + +*4+* _j � �� I . 1. . I I � � , I - " I -+. I I I I : I - + + 4+ +++ + +. , - - - 5 7x �,\,-\N;N, 5 ��\-, � , . I I I I - 1 - . . - I * , .�\� � �K\\7,\Y7, - \ - Wa ,,, I ,�e,,75 . , I I . - ,\-, - I I . � . � I I . ...�_ +. + \ \, ,�, - , I I . I . �. - ­1 � � I + + l�, , ,\Ie .1� . + � . ,� . - . " I , + . 5. ,\ 11%; . >,�\ I -'. . . I I -, \ _ N _\ �� - " I I �� . . A_:�_�\S� I I I I I I 1. � . - . I ­ I I . . I I . . I I I . I I . I , I SFAL . - � f , 24" t . I � . I . . I . I � . I I I I . I I �: _. . - I I I I I I . _w, . I (TO,BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND � � I we . - I � � I "I � � 2: 1. MAX., I THE TOP AND BOTTOM WOOD I I I I � I . . . 0,181 " � I � I 1/4' : 1*-O* SLOPE OR AS SHOWN ON PLANS) . I I � . I I + � . . � ." * , � , . � . . % I CURB � . I I I . CROSS BRACES SHALL BE PLACED 6"" - . � . I I . . I . I I I , -- �11416� , 6� I . I I � FROM THE END OF THE WOOD I . - . . I � I I I MENT . -, - I I.. I I � I I . I ATTACH EACH 2 X'.6 . . � I . .1 -, " 1�� ,6 - - N I . I I . I . I � � ., ", . ,,/ -, , - - . I I I I I I I I I I I v �_ , , � I . I I � - PICKETS. THE MIDDLE BRACE SHALL � I + 11 I � I ,� , N I � : CROSS BRACE TO THE . 1. 11,�"-' P!S 1�n-� I - * -, I I . I � I I -On POST FACE TO FACE (MAX.) . OL I I I I . I I I I , ", 'Q - - �e\:'-' I I I I I .�: , '* I . I � 1 2' CURB AND QUITER I I I I I 11 +, , I I I I I I I I � I . I BE CENTERED WITHIN THE FENCE. 8' I I I I 1 4 x 4 'TREATED ,WOOD 1. I I . . 11, ) , j_?\C I I I � I I I I I � 5ECTION A -A .. " I OST NTH 2-3 x 1/4* . � I . "Oil:wv11111\ , . 11 . I I . � . � . (REVERSE--SLOEE) I + 1 2' CURB A.NQ GUTTER � � . I ' � I I I . I . . I I I I r Typ. I ­ I . . I GALVANIZED LAG BOLTS . I SEE GRADING PLAN . I I I I I I � I � I I . I 11 I 1. � I � I � I 11 . I � I . I . WHEELICHAUR-RALAP (DROP CURB) . . \ �, I I , , , � I I I , .. I-- . I I I I . WITH WASHERS (TYP.) + I I . , I I I I I I I I - I I . , , , / I I I FOR, PAVEMENT SLOPE I I I . I . � I . I . I . I I � I . . . � I I I I I I � � . I . I . . - - - - - - - - � I . . " . � 11 � . I I I . + I 11 I I I _ - . - , �_ - . 2 ,x 6 TREATED WOOD I I I � . t(_ 2" S-9.5B SUIRFACE.COURSE I . I- . CURB AND GUTTER I I I I . . I WHEELQHAIR RALAP 1 I . I I I - - I'l - - - - - -, - I .1 I CROSS BRACE, (TYP.) . � I .. ''I I - I I � I I I I I . I I I , . I I . . �, . I . . I I N.T.S. I I � � I I I I I . . . �, I I I . I . , . ...... � ///////////, . . I I . . I � � � I . 4 x 4 TREATED - . I 11 - "' + � � . � . I I � � I . . � . I I I � I I � �+ I N.T.S. . . I . . . � � I I . WOOD 'POST (TYIP.) - . I . . .1 I- - �-4 /- 6" AGGREGATE BASE . I I . ., . I . I . + . . I I 11 . I � I I � � I � + . . 1. I . � . I � � 11 I I . . I I I . I . I . I I I � I I + � I � . � � I ATTACH EACH 1. x 6 . � � COURSE I I . � . I . . . I � . + . . I . . � I WOOD PICKET TO � THE _; ­14.? a .,... �. . 7-4 1 . I I I I . . , . I . . � I I . I I I . � . � . I . . . . I . . I I , � � � � . � . . 2 x 6 CROSS BRACE NTH - �zl' I i .1-I!, �� \1 �', I . 1. /\.,.,� ". 1:-". 1\ �. 11 I MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS . , , I I I � I I I � I I + I I . . I � . . . � � . ­ . I 1� . - - I I I � , N, v� � \' , , COMPACTED S 1. I I . I . I . . I I . . . I I . I I � I I 0) 1 3 GALVANIZED NAILS (TYP.) � " �_ .. I? ,."/ . I I . I I I � � � 011_� � , I- I I . I I I � � . I I I I I L I . ­ . I . I - � �� I I I . I 1\..1'. I ,"I .. 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LIGHT DUIY PAVEMENT DEIA-IL � IN ANY FORM WITHOUT WRITTEN.PERMISSION � � I ­ I 6X6-2.9X2*.9 WWM I MIN. OR ' - I I I . � . I . I I I . � I I + - I I I � . � I in -7 . I I � I .. I . AS SPECIFIED IN. I . . I � I � " I I I � � I I 1. FROM LS3P ASSOCIATES LTD. � � , I I , I I � NTS . I I . � I I � � � . I . I . � I . I � I I GRADE I I . ri. I + � H- -H H H H H -1/2- SLOPE '4% - - T . - I I . I I I I I I . I I I - - , � I + . I . I I 1 6" THK. CONCRETE : I . I . . . . \ . '*%� .. I I . I. 11 � -1 I L I +1 I 1 4000 PSI MIN. OR � � I I . I � I. I I ... ". .. , 4, I , V, � . . ! .p .. .T. ;? " ... . .. i�. , I I I . - .... .. .�- - I I . I . .�v .. .. .1 � . I - . I .. . CONCRETE . . - . "l, * *' , * , , I!: I'. � . I . I � REVISION& ' I . . I I I + . I . . * . . AS SPECIFIED IN � . .?� , � :v. .P. , I . I � I + . 1. . I . .x - - � . . * I . I I � FOUNDATION . ..; � I I � 1� .. . .. *. I � I � I . + . - 11 . . I . . . I . . I I . 11 . . 11.1 I - I a : . . . .. � THE GEOTECH ­ . .. I I I I 1. '. �p .. '.. .1 I �. .. I � I �, - I IL I I 11 . . I � � 1 C14 1 .A � I � . . . . � I (Typ'.) � .. . I go I I .. *.V' , . .� I . . . .11 . I I : I ,. . - .1 . � . 1, < ­ I I , , . I . � I I � I . I I I I \ I . � cit ... 1 w , I I � . ­ I . I . 11 1. I - I I . � 4 o ' 4­ . < � � I . � I 7 I I 1w � , .. I .1 I � I 1/2- EXPN. 0 ' � . � � . V! I IN i -1 x 6 BOARDS � V. I � � I I I I . I , I I I I I . 4.-.. - ., ."6 � .121 - . . I � � I � I � . I I *. r I VERT., '2 x 6's MAY *01.. ;.I, . 0, . .. . I SEE GRADING PLAN I . I � I � . . . . . I . I I .. "I �If_ . I ­ . � . . I � I I I O�'. I SLOPE -OR- BE HORIZ. I I I I FOR PAVEMENT SLOPE I . . I '! Ei I I � I - . I .1B I I . .� � . . 4 -. - ' I I I ... . F 1­ " li�z: I , I -21 T . I 1. � J � INT I I � � : ,e I TALL -! ; *'� TOP OF CONCRETE . � 2.5" S-9.5B SURFACE COURSE . I I . I < ' I , 11 T lr=- " . . � .. a C_ .0 .. .:� q- + I I 1, � . ACCOUNT FOR GRADE TO , * . . FOUNDATION TO. BE . I � � . I I � El i i 11F 6 JHK MIN. . . I 1 ,4- . .1 < � I I " . + .. I .. . I W� . ­:-L,X-:��.x . .. � I I � . A RECTANGULARSHAPE ' . I . I . . . . *' CRUSHED STONE ., + ­ + �. - 6" GRAVEL BASE- . � CHANGES..' SPACE 1 x 6 � , I I , , I ­ � I I . . I 1 12" 6 � I . :. -A il E- I . . I f , � I � I � . I . 4 ' . I � - . I . - . . . / , / " I ,� ,� I . . ­ - . . .4 . . . � . a / I ___ I .. . . I I I . I , / " I � . 41y I 11 *1 , . I I . - .- .. ,� OARDS'EQUALLY ' I .. / , .11 /, I I . I � , . 1. I �. � I I .. _/ I � . . � I I � . . -1 , I I . x . - :�X_ - I � . I . I I B . I I I + . � .� 11 . � I . I - � jk, -1 -AGGREGATE BASE . I � I . I . � I Ar. ' � � I . 8" 1 1 � I � I . + . I . I I _ I I . � . SPECIFIED'IN I I A L' I 11 I I � ] I , e 11 ­ f , / . I I . I . � - .1 . . f , . 4- . 7 -4.!* 1 �� _4 COURSE I . � 11 . I . 1 4 1 � I., . V m .0. , X C4 1 1 1 1 11 I .1,11 � � � . .0. I � I I . I CONCRETE DUMPSTER PAD - . I I I THE GEOTECH � . -4 ..- . . I I I . ECTION 1�� � . . � I . '< I . I I + I . . � - 11 1 '4 ,-- I I I I . . . . ., in I 11 I I . � . � ELEVA110N � . � I . I I I " � .All, 11 I I . I � . lq* � . I I . : I . . I I � � , \ , 1. %, ,,`� � \ I I , , I � + . I � � .1 . I . . *_ I + I I �4 , + I . .1 , I I � � I � I 11 I /, �., I - 1� ,.� . I ,�, , " ,L " 1, COMPACTED SUBGRADE . � I I � . I � I � � " , , _ . . , , ' . �� I .. . , �,­��, , i - I + 4 (AM PIPE SOLLARDS TO.SE SET I 1.� SECTION 113) I . � I I . � � + . .1 � 11 . I I I �� �. X I I A, .� ,�" I 1,-EE SPECIFICATIONS FOR I I I I + . I . 1. I . I 1� I I , I � I ., ,� _/ , I / I � . . � I I I . . . - . I . *1 " \ ..:/ I , � �, 0 � . 6- INSIDE CONCRETE) I I . I I . MECHANICAL UNIT SIDE . I ,� ., / "N I/ "/ / COMPACTION OF SUBGRADE) I I I I . . . . L . I I I < I . I I . I . I I . . I I I . I I .1 � I I I I ATM WOW I POST (TYP.) 1 4 x 1 4 TREATED WOOD POST (TYP.) � I . I ,w\ .,/ . I ,\ . /�� , ,,, I I . I 1+ - I I I � I . � I � � � k 4 x. 4. TRE ­ . I I I . 11 ,� .1 I . I � ­ . � I I 11 * .. . � .< I I . I � . I I I I 1, I I I I - " 1 12" ,6 0 1 1 1 1. _ r_-� r..." � - - r.-" � � , ,zaf -'EL--INSTALL I x 6 BOARD I + I � I I . APPROVED I I � I I . 41 ------- 4­1 AT END OF FENCE IF I I 1 .1____71 1 � %--...& � &---A C4= P2, �i I . I � I ' � . . I . I I .1 . � I I I 11 . I I . 1. LAWN AND STREET, SIDE"'� -�' . � � � SIDE IS .VISIBLE I � NORTH CAROLINA , I I . I I � I I I � I . + . . � ,�_ I HEAVY -DUTY PAVEMENT DETA _ I I . ­ . I . . . � I I ,r\�,� � - � x 6 TREATED WOOD CROSS BRACE'(TYP.) I MANAGEMENT COMMISSION I I . I I . ENVIRONMENTAL I . 4,j, - - . I I � . I � L � . . . . � . I I . .1 *6 TREATED WOOD PICKET�(TYP.) I . 11 I � I . I I . I I I I I +01 1 14. - - < - 0 , � . . I I I I I . I � � $C1 . I 1, . 1� .1 . I � . I I I . � ­. . I I . I 11 I NOTTO SCALE, I I 1+ � 1. I I . � . I , 11�. � I . . I . � I I . I . . . � � � I I . I I . � I I . . I . I . I I I . TER QUALITY I , I . I . I . � I + I I I I � I I I I I . . . +11 I . I I � I,&/,*- I i 1) I -) I . � I � �� . I I � I I � � #5 BAR CONTINUOUS . . -SECTION . . � I . � I I I � � I � DIVISION OF WA . 1 -4- . , - � . , . I I � I I � I I � . I PLAN MEW I I I I I I I . 1. I , A 3 /y k , . p . . . , (TYP) . . . (SEE SECTION 'B' FOR SIMILAR NOTES) I I - I 1 4 1 . I I I � I I I I I I I I . ­ 1 3//;� 5�'/Oq . a 114 V_ 1: � I � I . I -_ . 7 * - I I I - . za I , IV I . mummomw- I I I I 6X6-2.9X2.9 WWM I . I 1. I � � � I I I I I . . ' I � I I I I I I . PROJECT: (�FCC COSMETOLOGY BUILDING I � I I � . . . � 4 . I -A +-1d. IV. 7 4. - '. 11. - : I I � I AT MIDSLA , . - I . I ST* I . I . I � I I .1 I I . I I SHADOW BOX FENCE . DETAIL I I 1� I . 1, I 9 . � ., . . . I . . I . . . I . A - . . 4 1. a . . I I � I . . . I I I I I I . I . I . . q I I - � . . I I I .. X,. . �.. �. I (0 - I I I I � N.T.S. I I � . + I . � I I , . I � . I I . . '. . . . .. .1 . I I < � . I I I �. . .. ..e .11 . .0 0., ,4 1. I . . + I � I � I . . . I I I I . + . I . � . I -1 I . I I I - I I . I � IL DRAWN BY: . � � . I � � . . . . I . . I . � � � I . . ­ . . . � . � � I + I . 4 N I I . . I I . I I I : . . CHECKED BY: DLF I . � I . 4-4 ' . I I I I q*, . I � I I I I . � . � 0 � . . . 11 -11 - - .. 1. I - I I I I I . I I � I I � .. � I I � I � I 4 I I . DotiliE SIMNQ W0406 G IM I I - : ,� � + . . I I . I I I � I I I I ­ I I I V_ . I � . A I I .1 .1 . � . .1 I . . .. - . ­ ­ ­_ � 7 - __ I I I I I I I � I I I � I I . . I . I 0 1 + . I . I I - � 7� . I . I I I � I I I , I I � I . � . I & � . � . 1. . , 1 .4, . +� 1. � I 1 6" THK. MIN. =1 ... .4 : --I + I � � � .1 I . I . I I � I I I I � I . I C> . . I .1 . < .. .. . . . I B ioxe I 1, � �� I I I . I I � I I � I I I 11 � I . I I 11 . I 1. 0" I . I 1. -APRdN - < . . . CRUSHED+ STONE I I � . ", 1� . - *_ 2� � . I . I I . I I I . � I I I . I I � � I �. . . � . . I � I � I � I C> I . CONCREfE . I � I I I I � I I I 1. : . I m . � I � . . . I I , I I I , . m I � . I I I I I I . I . I . .� I I . I 01 . .1 I I I I � I . - I I I < * 4 � I I I " , I I I I 1 4 . < I SPECIFIED IN I I &* a I I I I I I � . . . . I I I . I I . I . 1 *4 . I I I I � 12 t 00 . � I I � 11 I - I � I I . . I I . I I I I I . . . I I I I I I I .. . � 1. � . 4- 1 1 1 1 - V_ I . 11 . I � + I I � I . IL � . I � I . I . . . I . .. . . � . . I . . . . . I THE GEOTECH I -+-Y . 1- I I I . I I I . . . I . I � I 11 . I � I IL SHEET � . � . 4 < . � . � . REPORT, � I I . I I I I � DETA 11 � 1. I < I . : I I � � I . � I I . I . I I I I I � I I . � � _j . . I . � V . I I � . I I I I I . in I � � 4M.7 1 SECTIO.N' � I I . I I I I � ca - . . . 6# i C 14 . I , I I . I 0) � . I .1 . I . . � � 4 1 1 � I . I ­ �, - 11_11 if 6' SHADOW'BOX FENCE I I I I . I I 11 I I I +1 � I I I I - I . 11 . . . 4 . . I I I � I I � � I . OA- .. . S, - "a . I I 1. SEE DETAIL . . I � I . I . I . 01 � I . . . < I . I I I I I I � a I I I - . - . - . I � . . I I . . � I I � I I . 11 . 11 � 11 � I � I I I . , . . . I . I � � . I I I . I I � . I . � . + � . . I � I . � I . � I . . - � � .. . I . I � I ­ I 11 . . I I . I - . - � I I I 11 I . I � � I 11 I � I I I I I I 11 I I I I I I � I I . I � . . I I I. -I . . I I . I . � . . 1 61 . I -1 . _. 14.36" . I I I I . I I 1� . I I I + � I , I . ' . � . I . � � I I I . � I I � 10 , I � . -I 11 . � + I I . I . I � � . . I I I � . .1 I � 1 8 1 1 1 � . .L � I I .1 + � TE .1 . 1. I I 1, I I � I I � ­ �' I . I . . 2- � I I � I � I . .� I I I i I - � � . i , I . � . I � . . . I � I I � . I ., I 1� I I I I I I I I I � � . +1 I I .1� _+ 1OP MEW' ' . I . I � I I - - - - ­ -!. ­ ­_ -_ _. _. I .1 � . . � .11 I I . I . I � I I I I .. I . . I I I 9 II I . I . � I . I I I I . . 1. .- - __ _ _. _. __ __ I.. - ­. I ,F � __ I � I I I � I I � I I I I I I I I � . � I I I I . . �., - ': I. -1.k. .­ - PAVEMENT � � . . Av%k A"%k . .. , I �1',., * '� ___�*4�� 1 . . I I � I I I I . I - I I I � 11 I .... ­­;' -!%j I I 00 % � I i � i . 't..�. . ; . � � I I . I 0 % Ar ff a � I I . I . I I . . . . ..,: :,: ., +�'---; , ` � � . . . . I I a IN a A, � I I I I � . - . . + � . I " .1 , -1-1:1 . ", ...'' I . . I I . I . I I I a m 1%,m �0 - : . . :'. A .-., .,.,. I . . I =1 . 1, . I . I I I � L_ - - .. ,,I .. " .I ., ". .... . a !V­.",­` . I .. . ''i," - � I I I . . I I � � CI I . � I � I I . I . � � I I � + I . , . . , , � I I . I I I I I . . uv%�j t10 I I I � . � I . � �� . .1 I . DUMPSTER PAD w.z SCREEN � I � I , I . . � . I � I � . I I I . . I I . . I � I I I � I � I I . I I I I . . . I I . I., ALL BOLLARDS SHALL BE SETAN CONCRETE. I I . . . I I I . 1 113,33" � � 1'. 101 , I 'I ­ + I I I I .1 � I � I I I � I --...j IV> I � � - I I I 11 I 1. I � I - . I . -_ - -_ to + I I . . � . � N.T.S.. I 1. I � I I I I . I I I 11 I � � I � I � I . I . 1. I I I 11 . - . I I I . I I I I I . I A . I . I � I . I I . . . I I I I � . � - . I I 11 I I I + I . I � I I . � . I I � . ' � I � I . I . I I I � I I � I I � . I , I . I . . I . . � - I fd * I I I . I �. . I . 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I . � .� 1� , Ili., �__ -0 ".. -, . 1 21, IN _- - ,,�_ I—, I I I � I I . �18 r .2 . 1, 11 �ELEVATION . Ill . . � 4VS . 1 2 '011 __�� I - I'll � I I (A . . : I COMPOSITE . I � I PLAN . I � . . . I I . . I I .. . . � . � . I I . I . I. I , . I I . I � I . . C1 I "I, I 11 I � I . � . 1��*, I . I MINIM I I . I I V_ ��l I - I I I I . - . -0 I . - I . 1-1/ , \ . I . .L . L . I I �1_ n � I 1. I . I � � I � � . , . 2p -� 9�/4 11 � ' ' / Ir-= � I I FRAME r 180 1 ., . I . I . L I I . - I - I I . . � . . I . � L . I . � � I I . .1 I . I I , I 11, COVE � I " I I T W IF 1 It _v___1 I � . I . . I . � ��� �i ' . I � ''I , I . I I � 1. L I . . I � - . . . � � . .� � I I . . I I � . . I . . � . � I . . I I . - I I I I I I , . I '.,,' TOTAL - 300 . I I . � . I I I - . . � I I � . � RE I \ __L I , -21 � � I '� - I L . ­ �� I I I . ­ � . � I I L I I . I I I STANDARD- REINFORCED LCONCRETE FLARED END , SECTION ' I . . I 1� L ­ L I I I I � \ ramzmmz= / I I I . L . . . . .. ELEVATION ' . . I . I L NOTE: ' , I I � I I . I I . � I . . I I . I ., I N.T.S. I I . � . � . I I OF I .. I I \ 'I- . 1� / . . G L' I _ , I . . #3 DEFORMED. I I I � L _ 12" I -1 DO NOT USE IN - I . I . . I I L I . I I - I � � . ., . I ISHEET I �l OF I I I STE D I . SANITARY SEWER MANHOLES. I � . . . I . . . .1 I I I � . . .54 - . � � . I . I I tYPEL #2 1 ASTM A-48 . � . . � . L ELEVATION - � I I I L . . . . . N 1 1 . I SEClION'A-A I I 11 � I � . . - L . I . .1 . ___ 1840.54 840.66 . I - I I I I I � I . . 1 840866 � I I I I . , - I I . . I . . � - I I I . . I . I I I a I I I I . I I . I I . I � . I . I I I I I � I I I I I . m I � L I I L I L _Z . � � 1. . I.. I . � L � I . I I � I I I I I I I I I I 00 � I I . . I . I - � . � I I I I I . I I . I I I I I 1-4 _q . I I I I I . I I . I I 0 � . L I � . . � I � I I I . I I I I I I I < I . I � 12". . I L ' I I .1 I I I . I t-4 0 1 1 . 1 .1.4., .�, , I L NM- I � I __ 12" - I , . � I L �_�> I11 �� . I I I L . . � . I L I-:" = 6 1 1 I . . I I I I - I -I . � < . I . � .... - A 11 T I I I I I I . � I I . �� I I � I CDOO I . . �_ - I I 9 . � I 11 I . I . I . a ..... A - 1 04 v I L #4 BARS "U" � I I I . 1 3! 0 In --i - . I z X f -1 . . I I I = 1 8" - ... 8" , � 1 23--� I- �_3- 1 1 . . � I I I - LENGTH I m Z _q X . 4 � I I I I I I . 1-4 0 CO . I 1. . T I . - ,w-.v 9 � - 7 . I - - I V I I I . I I . . . ­, . . . . I " i: I I . BRICK � I . P. . . .Q�. . LL. _j I " z . I I I m . - . . I . � I I * . . oow=: I - , . . P. . � I I I - . � 1. I . . 0030 . I I . .* I .v. d L ' r > 0 --i ? ? .4.1 ,.. ....­6 r � I I a L v,e�v­.V. � m= = MASONRY . I -) I I : , I - . , , , I I L . � I I I I � I � . I . �_ 4r- = - I . 11 . I . ., Q� �- ___� W!�54'LL- 3� 1 (O -0 '" " , . . . . X -n > m I . - . _� <i I � I � . w - at S . I L - � I I I - I I . I . . I . I . . . I T_ + to (O I I I � . I I � I � . I . � i I = %g 0 ..., . ,- ... ­ . I . I .: L %., = %.w CD , . F . I I � I -,�;. - 0 .,:�.. . v % . " . . � I I I � I I I � I I I X, . + E . r . � . . . . I L I r 1. I I z "'a I- ­n . ( - - . 11 �� . I I . . I.- " D ,­ � �q , . . I �= ZUJ , I I x � D V_ I . I I . . . . . I . 0;_j I o I - - _� . � r1^ � - � - . � I I .to 13: 1 1 . � I I L I 0 .. . . . \.�, . . 0 r- w , I I I ' I L _SEQj1ON S-S . I I STORM DRAIN PIPE RIP�RAP' I X . P.= ZO z . "'. I _. .... .- - .... ��. (�; . .1 * , LL _j , I . 11 I � I I I � . � � 5 � � . L .. .. 11 , a � . * I ; I I � I I I . � -7 . . . 1�1 . I . .1160""< . � I I � I I I � I I . 5#. . 1 . � - APRON > > � . I . 1, 11 . I � . I I . , . 0 tow� � L I I � it - I - I I . . . I I L I . . . . � I * 5; 1 1 - . I .0 . I . I I - .. 2-*, I I . . .. I 11 I I I . . I L I � . . � ..< -4 I I . . ,"U"! L . I . . . . - Q;> . I 1­1 I � . � I 1, I I .1 � I - � � � 11 . I %_") I > I . I . I . I . I I . � � Cn 1w4 'A I I . L I I ?I *0 . .. �,�; ,��, I 9 I L . . . I 'TION GENERAL NOTES: I I I I 9= r,� . .. L .. . I I I L 0 0 1 � . 0.1-4 : . .T . L . . T - ­ I � . I I I I I L L 'A . . ) I - . - ELEVATION I .--END ELEVA . I I � I I � \1 � r_�_ I .1 I I . - , . . I L L ------- . Uj 0 1 , Z hm . I . I . � . w - SIDE I � r.-.-"- �__ I � � I . I I Flow I . I � . . � a � � I 1. . I I . I VVHERE 4r'TO 54" PIPE IS USED. . WHERE'13Ow TO, 367 PIPE IS USED - MORTAR -'JOINTS' 1 /2".. 1/8r. THICK.. . . I � . : r--"r--ft , . ,,--' 11 I ­ I . I � � . I I ,� L I I . . . L I I . � I 1� r 1 C3 1 1 . . 1. . SECTION M-M 1, . ECTION J-J � I - CLASS� "B" CONCRETE TO BE USED. L . I I I L., . --- I I I I I I � . LELAN . I I . I . . �. I I I . . . . . .. . I � I . � I I I I I I I I . � I " I I I . I . I � I . . . . I I - 5' 1 . 1, I - I .. � . I I . I I I SECTION I � I � I � I I I I I E I L . I - THE POURING.'OF FLOOR SLAB TO BE I I ___� � � - . I � I I I - , OF MASONRY . . . , I I I I I ACCOMPLISHED BY, FORMING. .. . � I . . I CURB -AND GUTTER I . . 1. I I . .� � �� � �� ?�� ��� z��! E- = Ox � TAILWATER � I I I I I I � � � . I I . I . � '' . I L . . I . I . � � �� _�,,,V,�,Iew,N', _ .- , . ; � I . I . i I I'll I I I H___� I I L - - - USE TYPE "E" GRATE* �' . g, � %/, �: � . PIPE PLUG , I . . - .- I 4=� - I I It PER STD.. NO. 840.03 WITH CATCH BASIN ON STEEP GRADES . I , . . - - ___ . I , ,< �Z, , - 1= - JUMBO BRICK' W.LL . � � . I , �� � ­1. 0 1 1 � -.r BE PERMITTED. CONCRETE, XN)�,//111' __a0_w_1-_ I I I 'If 1. 9. 1. 'i 111 L� - a" I __ A"Iz, Lv __ . 0 � I . . I . � � I I I 1. � � I I I I M - . .1 11 L - SOLID -CONCRETE BLOCKS MAY BE I I . I . I . ,� I , _F___1 M . j I F_ HCM IKI "C" AC' t'%"v DOI . � S --- - . � . : IL q A I 17' BRICK OR 4 RM DRAIN PIpjrL - __ z . I U_ L I n A I I - J w , I . -n-s --.t - i I ' %.-r%. , � . a .. I I � E ' m I I I ­v. -1-1 � I I � I � . I . I � 0 m . , . , I � , . - IF REINFORCED CONCRETE Pl�!E IS SET IN (0 . . 4 .1, ..... I - , . 00 Z I � I I � --- , . I � , _T_____f - . .% I I � Lq I I I I I ;1/1 ;pw m�/,/\svm//6-/�� 0 1 lug . BASE SLAB.OF BOX,� MIN. OF 6 CONCRETE . I ., . I � . I I I I _____ p � . - � - I I � �� - _+1 I ill I - ! -i -, I SHAH BE PROVIDED .UNDER PIPE , . � I I I I 't _L , I . I � M r � I ;� 11 . I I . I I - I . I �q 1-4 . I I . I L I B - .1 I . L 1 71mogg - FOR 8'.Zp! IN HEIGHT OR LESS USE 8" WALL, 4, . I - I L (0 ' . I � ,� � I . � N � I m Co �. � I I I . I I OVER " v I ______ � � . r, . . I FILTER FABRIC NCDOT CLASS 8 , - + = . ��� I ,. 8'-0 'IN+ HEIGHT USE 12 L WALL TO I 11 . I I I I . I - I . I V_,>_,� - 6'-O FROM TOP OF LWALL, 'AND'8" WALL FOR L THP' L___Z� #4 BARS I . I . RIPRAP, MINIMUM , I , . I I I . #8 BARS. "Vr I SEOON I I I . � - I I I I . L I . . 18*'THICK, TYPICAL I + > 0 I .. I . . .� . +_ PL,AN . L . PLAN REMAINI I NG 6' 07_� � .1 I . I ,� VIEW YMEN 8*x 6" CURB ­ #4 BARS "U" I . I � � . I � �. I � . Z V L . � . , � . � I . IS USED IN PLACE OF HOOD SEQTION R-R I I I . + I . . I cy z I I I . I I . I � 1. to . I BACK I ..!- y I . RIM ELEVATION I � � 11 I . I . � I I .. I I � I - - , I � . . I � I . , SEE SHEET C-5.1 . I I L . � I I I . L I I � I I I I I .1 - A I . I I L I .. __ - __ -V------ . + I � � I . a FL BARS "V" "I I . __ I I . rF I � I . � . . I &I - - `� � , 1. � : 8x CO I # 9 I Y � - . " , I � E ALLY SPACED . I � . . (0 : I � Y - ___ #___4 .. - I B , I J + AND I UNDER 1 31* �-_ � 11 In . 1 8"_ -1 - I U 8" 1 1 . I 0 , I V_ I ,� - . - ", I I � I A , I p co I nfl:" ) I X S , . �� I m: � . , I I . a I U - gL � + b I I 1 _-4- 1 , I - i . I- nl , I - J_ INVERT I", F I . . ll I � ?#1 � . I + �� SEE SHEET C-5.1 I I GUTTER LINE � � I to a W I I I I ­ I . I m I . OUTLET . I . I I I ' I R it . . I X T . I . F SECTInN Y_y � 0 1 . I ELEVATION I I 'A I � . � I I � I . I ISISIONS � I END SECTIONS,� DIME _DIA. I A B C � E; F , 12'! 4" � - . �-O �_ .j - 2' 0* W-718m 15'! -f8-'r- 6" .2'-3" 13 - 3 -10" 2'-6" � 6-1 , 9- 2# _3" 1 0!� 3@-Ow 6#_1" 1 i4-w' -To',- 9 1/2- 3'" 7 - I le-1 _2T-_6 I - 1 ,4'�Ow 6'-1 1'-O" _1 4'-6w - -Y---3w-- 6-1 36-w- -42' I-- �3 8'- 3 l'-10r- 5'-3w �� 8- - ­48'!j 2'-11" .6'-O" .6*-S' r-O' - 1 8'-2" . � .L I ''I I I � � I . . � I I I . . I I RIP -RAP SCHEDULE I I I L � - I . I I . 0 � PIPE DIA. I . I I LENGTH ( . FT.) L . I AM . I I I I (I N.) I . I � WI D TH (FT.) I � L I � WIDTH (FT.) . I . 11 I I - I I I I � 30. I . � I 1 1 .9 . - � -1, I 1 4.5 ' --- ­.- 10.5 I 1� J . . . CU 5- I :0 L = ' M. 0 � I I � 0, 0 . . ;K+ pa . I L � I mu , �.4 H Z 11 L OU a) . + I m 11 I -n . . I � I 16OLI I ___-2Lsdjjs2[2 6_2s NORMAL CURB XND GUTTER + LIGHT GRADES IA_ L_ Is w(n I . � I � I I . I . . + 1+ 0 � . I . . I . I . I I I I I .. If <>- ­ . WO w . I I I I � I . . I CO-i . . I . row I . I I - L s I q !2 . 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CAPE FEAR. ­'� - . . . , ­ . COMMUNITY COLLEGE. ­ L , . I . - . I I . 411 N. FRONT ST. , i I . WILMINGTONs NC 28401 I." � . . , - : I I � I . . I I � . I . � . � I . . . �'-. .. I I I , . + . I � I . . � I � I � . � � � � I . . . I . . .. I I . . . . I L , + I . + � � . . 11.1 � I L I . 11 I - . . . I . . + , : I �_..= 1. . ­ � I I . I I � I . . I . , , , : � . I I I . , - I � , Immi . � � . I + I I � I I I I I � . . , L . : . . . , . . I . . I .. I I . � � I . " I a .10 . + . � �, . %.j + L * I I . � RA NEY" L r I r I . I I � . . . I . . � . � I 11 . , I . � . , I I I . . . . I I I 1. . . I I . . . . � . . . . .1 . I I I I ­ 1. . + I . I I . ­ ... . - L , L + � 1, I I �. ­_ .1..1.. �, I �,I_.... '.�. ­. "'..' � �. I ' . . -ASSOCIATES.'IT LS3P . M � . � : I I �: 2528, INDEPE14DENCE BLVD. - SUITE *4 �00 - -' L.' . : 1. - � . . �WIILMIINGTON,. NORTH CAROUNIA'28411. 11'' I I . TEL- 910.790.1.*Al , FAX 910.790.31 11 -, ., . I i* - . I. � I I . I � -WWW.,LS3P.COM - , . I ­ - I � I � 1. 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I I I L I REVISIONS:, . I I I I I � I I � I I I I I I I . I . . I � I I . . I I I I I I . I , � � I I r L I � I I I . L � I � - APP"ROVED NORTH CAROLINA ENVIRONMENTAL ' . I L MANAGEMENT COMMISSION I I I I + DMSION OF WATER QUALITy . I 1. . � L . L . . .. 5kl,f.g � 0 f As /'-/v -12 - I L _5024/ 1� �� e?/f0__x_ I PROJECT: CFCC COSMETOLOGY BUILDING I I I I � � . . I I I DRAWN BY: MC I I . CHECKED BY,: DLF . L I . . L . � . I . I � . I I I I L I L � I � DETAIL SHEET , I . I I � . I I I . I I I I I � I I . I . � I L I I � L � I I . . I I � I ; L I I I I I � I . L I . Pw% 1 . L I + I L .1: G 1 A �, I I I I . I � . I I . m 1 � � L I � . , - I L . . I ' ' )LUTIONS. THROUGH LISTEN . ING ,� � )% CONSTRUCTION DOCUMENTS I I L I � , I I I . � I : � I . . I I I I I � I I . smp� 1 t EAOM/IJ L v toll"INV 29.08 31s7 ` N conca�,E� t crwvec \ 2oa tl }L� QG HEADWALL. rdt.6 AxtA INv 28.aa •51�JD , ` 31.72us , O Y 1 1-40 ' /--'-�' I UP .49 1IKV o! / - " �'••^"`.""..'- , 4,P Ir UP 29.48. 1.82 3,}/ S .82 _ 400pI It - _..._ o l \\ate-/ z ® • ! ! �' /` !~ ~'! -'�' -� ,. , ` ` , v Cel.53o.42 _'..37. `t \ , 1 ! .0000 O ago cr yyM `t doo t` \ ,CL v e ly. \\\ \ , goo 112 < z CLEARING/GRADING Z LIMITS j („� O 1 VICINITY MAPcc , NOT TO SCALE ,�'� 1 , � ' 1 \\ � � ' � -- Z ? , Uo t y POND 3 sa 1 ! EXISTING " l PARKING R ,1 R. A R J :t POND 2 R. >7 100, evol 1 29-69 1� ae ? a a ,w 1 / y ; 1 ° % j J� J•�Q J h \Aft 40 51 \ 1 \ a a ,,tt. 3019 5 DROP 1 �• C Ip 32.58 ,iTOP . $ ^^��` { \ T /. 84,� 97 f. 3 OROP. iNl,Ef .�„` ,/-, •{ .iOP 30R. 4 3238. 'f� 31.92 / IF EXISTING Sols 45 As - 25.2a 32.Sa / 31,,8 ter-' ✓`� i{t Q /' /!! '�\\� \ 44 7 3252 //3t.94 1� �i/ 1 22a MET .79 K 3257 // . .5ii \\ \\ i-- 40 2 34 i 03 _. •.� 34,33 60 3239 3283 32.43 CLEAR/�� �,� p �ING/G LNG �+ / i� £J ! �, r \ - -' -• Q� ; �, LIMITS \ 33.65 ` 320594 �Ii 33.57 / 321.77 ! If .! 22'24\"\�\\ `\�\\ 3227 ' 42 n I!l1�11� sry z4.47 ESQ �\ \\�� I/ 32.1 \ ,\ \ � �\ �3 \3zog // / 32.154 , 31703125 27.65 2p2.09 \ \\ 32se \ \ \ 3 eta 31A2 31.79 \ \\�\ � \ I \ \� \\13>(i� // 1Gj 91 sz Wu. 94 3\\\\v , utv. 2245 1l l+t ! � � R�N:-�,.��-• 04 . ,�,.•• ` , /' 47. 32.12 k \' \, \'` \ ! I I) 3258 3284 .t3 / 11j (Ilt\/(( 32+\ ! ) /. r, .,, \ \� \ - a2zt \\ W \ i / I \\\ = `- j t t + 5ilb 3212 \\\�i\.\+�..•i�{4y8.93\ \ 23 S \ \ \ �ll 3242" 3237 IIII'� "'.k�.50 3293 \� - '�. �\\\\\\\ \\\ 50.88�j1 3248 1 /---\ ,"Z]� ��,\\\\ 50.55 \ - \ 3260 32.56 + \\\ �\\+�1�\so.,9 \ d// j /JI 32.24 09 Sa \ \\ J �,- 3224 IIII 32:84711 284 /�-3,--... i`l0\\\ \+ ,Y//r 3289 3itT/l/tjJ/ 7 s 13 32.66 3298 IIII"t 2ea.ztsi�\,\\ \\\\\\3241 ! 1tl po 4aa7 it \\ \\ \ \KI\ t \ yy s.a 52.121 � \ 1 \ \ \ \ \ , 3230 *87 / Y140.38 If T \ \ \ \*\\\\ \\ 1 3285!/ 31 3 t `.� ��• -- \, 1a 20.13dt+l+\�/ ! t \ \\\ 4s3////�" ! �\ .21 316 1 ' t 1 {tt>' 11 �l ! 1 SS122t1 "� __ p�/g(Jl�� r pllt ',1+�117)1 / I try \"\\\ •,t r/ '�f• �, "� j , ) +\ll'ltlll l 1;11,1f111 (133.39. / t\\\\\pl\-,l� 3327 )�; +ll�{Iltlil Ag0.1 1\, \ \3�.�_ \ { 11+11111111 11i11111�2.3saq 33.38 t ) A \..>�-,/ 35.82 3226(34.00 /-s-----�\- - itf�; \ 3a 93- 35 06 ` \ 3 1tJ1 \\` ff 1 111 t\ \+ttt\ \ 34,86 /// T/�21.3�•,3�/ 1 1� \ It 1 \J,yyy_ 3\2.81 / !/1,�/i!/i zt.02 1 �1 i i\;� z ` 3eJ ` _ 34.71 15 /,,+tit )+ t) t \ 34.83 1 t 111111t1 t / ! POND 1 \+t 1 32.s3 /�/,/i +iillttl+ll 1 i I 411w _ x •c► _ ak tnn48:9T •• �" 33 5 , ! / / a f 1 31,36 / t � 32.5 7 \ r t. t 1 .7 8 / t ! 3 p 31.05 - / P P / <. 1 30.77 g , 33.24 ! Y 1 i L ! a I � ' P J ! 31. 2 ! t / 1 W 7 33. 3 t U�M Sz.o a,.3s 30.�3 / ,. - O O / 3 / Stsi� ,r 50 t_ 31.31 /14 / / r 55 Q t , 3 / 1 W 38 ! F5 3tfl r � 3 9 / ! O / c\t / / ! � 16.82 O - T q32.69 3 r `p ` p , �` ' `� + ! / ! ! - 33• \ " -a'i / 32.35 00 3256'CLEARING/GRADING 36.39 1 , 13 s437.92 33.47 1`!-J3ls \ WV. \ ' `• 212 !�•�,NAA `A`'�T7t 45! ! •"-'\ .g87 f/39__-. 1 43 W. 2 1 = 3292 /Il�J! j! 33:33 1 3 2 1 ` ,1 152,�p'33.24 /.98 //37.03LLI //\/j ! {` / p�3174 `{'� ` p 33, / 89 \� 2 . TaS C� * 3277� 'i �;..77 03 �•4�34 ///(j f/'. it W �. It \3297 32 7 �f'' 36.80 4 Z 0 36.70/ / V 3157 ! 3242 37.35 30. i "REu`E I v ED �;7�v' 37:73 _�'` 7I�IItI �IIII�I 3242 74 // 1 , __ to , }� €,• Ii� III li / 33.45 / !� '/' 38.�20 J4✓'`f © ��'� 3114 / 5ro(L PRL I! , .i "`i�� \?g j 37.33 DYYQ I / 36 /! 34.40 _ ;a.69 , .21� 34.32 94 62 \ '�+' r� l ''� ve PROJECT .a�04008 f �/\ 7.93 37.28, �l✓' t..J � � • �•- ROAP ., 3 .r 9 41 ! ` E VI„"XIM�:t1TAl NORTH CAROLINA M.1I AG ;3VNT Ct�,.,..1:;41ON ('- 36.3a 1 3� , 363, ® DIVISION OF VdATEi� QUALITY I des. JPN r a 3b.53 ctm: JPI+i 3/ 3 / 3 b ate ro DRWN: BLR - re+J 37.82 r g �,� p Ci' DATE: 06-17-04 L' ,�rater Perm Ida. SKI�- 37.56 Storr ` t OZ 37.41 �.� 100, � Qa o � a oa 200 30 � C R 36.48 36.39 7617. - [ A Ilk1 SCALE: 1100 CONSTRUCi"ION r _ C LIMITS DOCUMENTS , ` �,• DOCUMENTS SHEET i a m 1-40 W O cn Y � cal o � n vs o 04 Z .J O ..... cL LL KERR AV N 1-- " J F— cr LL �z VICINITY MAP �®. � cc t- NOT TO SCALE F— Z �71— CC doom LL CA04 — , U .17 i .05 d000pd000p --- .04 .04 .08 doopp CONCRETE HEADWALL INV 29.09 CONCRETE GRAVEL PARKING / HEADWALL 4 AREA \ f,.•- .- ' - '�' INV 28.86 AAA —'`� ELECTRONIC, SECURITY GATE '- —15' RCP TRIPLE MP 5POILPILE TRIP s" MP ) W - ` r V 29.46 0- ro�' t5 Rt�' INLP* // \\ O W o , i /t h W w 000, TEMPORARYGRAVEL 5 \ CON PER W:IDICK50N LP \ 1 5URVEY I \ \ \\ IV RCP W W 3Y' \ Z W �+ Z 0 Z C) ¢ fi ` fi t 15'RCP t ,.\\\ o y s \ \ \ L0 O 0 Z fi fi \ (0 (0 4G � Y `/' \ " t a )00 ©��� Q 0 Ld � Z p \ — Z o Tf1 < L t - 1 i1 r a , 1 c t � 15r RCP W \\ \ r VIA - U fi F •� `\ \�� \ \ l i r RCP t r06 z J \ \. m♦ m cU7 S Itf- IN FA LAJ INV. 31.3 � �o fi az � � Z N \ • \ DRIVEWAY 70 Z a 1 \ 2 -- � 1 � � \ IIIII IIII � r a \ 4 RCP,} •• .• � % 18' ReP ELECTRONIC, sae • ,�/^REMOTE CONTROL `X j i \\ oIs fi` SECURITY GATE ` •/' J 42 PROJECT 04008 56 8. 1.69 ` _ 1\ 6 ` 3Q RCP / 7 7 RCP 1.84 32.1 . , �o �`� � l l / tl DES. JPN 32.2 CKD: JPN t 2. 3 IN 27.21 DRWN: BLR. ° , .. "�L, . Y }: / "37 ` ``1"u.rr•'��� / ls• J / + 3W RCPDATE- 06-17-04 2.51 .30 RCP _..- —3 , �. • �.� / t.s4 -- PERMANENT POOL 32.03 �- — / � �� ``" i 1 JJI INv. ELEV-27.50 ,ertirarr EXISTING ` ` / INV.'27.6" / �p-- �" �`fi 24"� P %j M 27.96 \ TEMPORARY POOL e,°-A EXISTING S G / // 27.7 '.. — _31- — —_� — — \ ELEY=28.50 E 0 f PARKING PARKING —_ fi 32.8o �. �/ / / // ✓ Sf` J RETENTION // �/// rpi %>�.�,.lf 4 f �,. R � M //! / rr� DO •.... , POND ¢4 MA ts / / / RCiP /1' J / �� �` a SHEET S\OBUR`t ?,lD MWURRA LLE RD .56 \ ` 32.Al-33.06 rr. , 18r FES #1 /... _..... ..._... ... ..._ .. r .. \ \46 3 7 �^ • • .. , , j RIP RAP EN£RGY DISSIPATER •`�•• 3 } r 98r RCP \is* �'r�-2Z75. / ELECTRONIC, \ c,ATCH BASIN4293. / t \ ` .05 REMOTE CONTROL 4 CATCH OF GRGRANTE Z31.7 SECURITY GATE ® 1 lNW-3300.55RAt3b5 WX INV-� CATCH BASIN 127 ` l Jn ' '''� �•• ` } 7OP OF GRATE=31.72 \ 11 2 3 . i 4 Y a�T 32.06 •� .........i r 4231.69 19 s]Z s01NV.=28.75 a? 000, • ' r 2 � �nr _zzz13g` \ 32.54 / .. = 56 \1 29.25 \ 1 1 CATCH BASIN #12 CATCH BASIN #30 / - / rtr f ♦�....• � � � TOP OF GRATE-32M TOP of GRATE=33.5�a '� 1.94 J - . 3� _ 28 f �Ns3tl.0O W I@fys�??�3 j 2 RCP s 1\92+. = 1.st' ^ CATCH /113 RCP ,8Q 6 -t+ .:. _ TOP OF GRATE 24' FE5 #1 %3 31.82 tV 32.1 1. :.»."� '►."+ 3 `'� �3f� INY.+29.2'3 / 1S"X13'Xt" R�' tom` , }► q f 32.2 x •.i.r `'�`' r3) �dp -- S1 �®� DMPATER / i` ' 731:79 31.92 32.69 �•-_ S"x18"x1' 91V.=28.25 / /t �. 31. 7 - RIP IN 27.2 CATCH BI N 6 l i1 4 3W RCP 31.32 ow IE , . / ATER OF GRA 2.28 r / .9 I'• 31.20 INV. 25.92 .9 2.51 31, INV.-289 32.54 _ / / r 3i.46 IN #11 30 .24 i POOL =32:50 32. 3 . ��,,,• I PERMANENT POOL / F 30" FES $.50 ,' ) 3 "yt�el�`'�. r ., RV. 2 INV-27.15 " \ ELEV=27.30 3 } / INV. 47.6 /� tG- W/15 xis x1 \ TEMPORARY POW. \ / a p DGS51PAT0R \ Et.!EV-28.50 1.28 INV. 25.92'25' � 1 [ J EXISTING 31. / _ Lj.,1 EXISTING PARKING �, 1 1 ti A f 27.71 = = _ 24 �� k1312� _ PARKING •� t / - �- -3 - _ _ fi 3 8 3 \-• \ // / // 3i= _ - - -29E-: � _ 0.85 3� - - may... 0.65 150 RCP 1 / �. / ' / / ! ' `.. , t 0. 9 2 66 ,30 ,� \ ,. / / / / / / / // $. 31. �- �''.- • . ,� ' /� 10! RIP �' / ram" 6 / s j \ 7 / / % / ✓ fi "^ RETENTION % / 30.72 Y 10' VEGFiD -" ! #10 / 1.6 3 j / / j f7Q ®. • POND #4 SHELF 31.51 LL 32.50 / f J 2 QI 2 � 3r. x r O i 32 23 00 • • BOTTOMa 31. , 5$ 4 / z LA- >� / 1/ '� / js / 7 .-• / •/ / / / / M� 157tii f '2 8�y-���,31�.3�6 RCp / / / " a 75 , 23 32.57 fD 31.05 / \ / > / / /9 / 31.30 u STRUCTURE . / , o / 1 d / / 30.77 50 } j 61 ,FOREBA�Y 1.10 J 33.24 , / ` . - � � ,' . v ss •--_•_,� '� •n. a s cxi CAT�f .27 f / // j j �31$.2 `"- / P OF GRATE Z. / / // f/ 9 / // �j// / /„' / E36 / 3 . - /ry/ / / / 33.73 INN.® d�15% j /j j j / / 1.07 �? A33.66 I � -\ ` / � *•� s y ` • � t a / 1 / i (/ 3 9 / „�/f / % / TCH •s t.59 .a0 � / -'`�.0 off�3a-- n. .i vy ;��.. � ...•;, a,...< o , ) � .,,• ,,,._.,: 2,9 3 ,,. INY.=29.0D / } 3 31.35 / '�•31. \ / >r `•: f j �/ :43 3 6 1. 7 // Q 93124/ -3 /22 / 2� 31.3 3� 1 / �2 / / / i 5.55 . RCP .48 / 32.j ��7 gg3 .38 % / / .45 n. v t 31 4 / / / 3 U53 l 32.42 / r 33.3 / / 36.82 36.39 \ •. vv �% /r„� o t o s / � ; j � j j % � 31.36 a 7 .10 / � 32 / / \ 4.22. s� a i 1 /6 / 4 .i 32.69 / fn '" ` 1 j i 3 0 j /jj// 31.26 f l / f / \ V j34.00 37.71 NV / {35 / / `•�/ a , l �29.60 ��s313 31.7js PLUG LINE FO �, ^.,�� / M / / FUTU E SION 32.55 3 71` / �%8.00 xi 36.84' W fn \ CATCH BASIN #16 �j j j j / / -- ' 1g* RCP 32.80TOP OF l l I �\ \3e INV.=30.00 TE=32.50 3i.73Y / /� / 32.38 _ �� ( / I \\ \ \ W / , // 6 / / r \ (r :�► / t o / 1 �/ 32.? t i \ \ W w v _! v \ n � �^ ( // 32.58 -� 36.39 � \ \ Q ~ y /�r CLEARING%GRADING o �--. � 37.54 \ � / / / 1 CATCH BASIN #21A / f } I 3'8.\5 \\ pL f 1.99 / / / / / / /. �, TOP OF GRATE=33.t LI M ITS ,, 1 } w W 32.10 1 dry/ j/ / � _ #21 IW 3O.75 / / 33.47 / / , \ \ 1 Z Lao � O � 33.50 a, 00 3 x 37.82 \ 3YA ?NV. 2 .2 / t 1.77/ A /'S g / / / L _ _ \ 3 .87 / 38.39 � "7.3�'• - � �3�2" - / // / 32.45 / / r .a' / / / `3?\ 32.62/ / j/ 1.43 j �3.9� \✓ /�" /sy �� V j ! 32 69 Z3.9? / INV. 2-y.3 - (/� LCo \ / $ / \$9� \hY�• Y 0i " V-31.25 3580 / , �.. -,.. `?�� 30. + -sue _ - '���8 , j ,• 32.82 j f / 33.33 2. t v`' �`::'`.�-.y . s S2.7 / �2 / $ RCP 31. 2 ''} � � r37.03 3.41 J / .53 MATCi�`$igSTiNG S1idEET �,,. N yv f8� 05 M -s ��'sa i. \ /> s5.24 / J / 3, / AND Ct7R� GRADES , 2: 732�7��i;`' 2�� sa 2J7 v r / �..`\` t - 2 gip• .6 �3.13 ( 34.98 30.18 ' :a ss �> Y v ,y \ h 31.35 / o32.38 32. 3.12 \\yj 31.74_ _ J , a �, ( 33A6 CATCH BASIN # / 4 t 2�.69 \ s8 2.40'5 ° f �/% 32 M \ / / TGIF GRATE4 j „ \ \\ 32.83�fi- 2.1t = \^>5 / 1 322.4 ss \ vp } 33.St INV.=31.75 / / \r 54 S % f \\ 2 �� \ 2. .83 32.77 3�.77 �� 6 34 3 / �Id 32.4432.25 .40 ' \ f s v \ s t 32.72 / / �� 32.83 4.45 RE OTE C 1 s y" by /' ��\ \\\\ 33�60 / / URI s 32.61 /% 1 \ 33- -132.9 , ` �y2, 81 ,/ / /36 24 I' / t , 32.97 V. 27.82�� sa rti Si 32.56 DROP IN 32.1 GPP ti4 �Y �% \ i , s / / �K / / 5. / CA N #1 TOP 3tff:'f8 DROP INLET w :'r` / \� \ 33.3� / NV. 3 i1.04 .�\v \ 133 ` �^32. / �{OP 30.8 '; /� \\ \ EXISTING 2.4TNV. 25. vs ? 32.38 , % 9. \\5 / / 6 pJ' � �,� � / 4807 \ , / /// •sue / TOP OF GRA 1.N90 / 4 Cpp K / y� \ \�\ •9 32 \ + I .93 !/ �� //^�'' / / 36.10 INV.= / y / 3 / r":$ 4.31 \\ \\ s 1 / / 1 343. i7j / BASIN#2 cs 31.92 / / / _�,s-} , 0 /3_4.A3 / // 36.80 i 3 .99 3 70 / OVER / / // /�/ \ \ 99 / // 42 / / 10a \ D INLET , / / f�✓ / + ( \ \32.� \\a 83t , / a �9 3�3� /T•� , / / / • / 3 GRA 1. C EXISTING 30.86 / / // \ lB${ s \ 6 / / f 9. S I \ 73\ ^ 0 a `/ 26 85 ` PARKING NV. 25.26 // \ 32 \\J rn = f /!•/ �1 ,6' 36.70 / Z .66 32.56 ry,/ 31.16 // / SPOSLrPiLE ��i 32. 2 \ \ \ . ^� / \ / // ( \� \ \� 1911E \36/ 73 ...... -. \ \ f /6i 36.50 / 3t. % DROP IN' 70 / / \ '2 % ///l yti 3�` \ / 1 /., TOP 30. , / \ / / ,//// \\ ;)J7,S° /� / / �/ 37.67 Q� \ 44 7 / 31.99 / //( /' 32.57 / \ \� \ �\ } 14/¢' '� / /�y / 37- / W 1.7? \ 32Lij 32.52 , �/ % / ,- . 32- -.� / // / / f \�\\ ?�/%// 6 g 1 / r \ 2.26 Ps / /� o%/ / \\\ a ` \\ '� \4�� j //// / \ \� / 37.35 y \ / / / \\ t / s \ 30.fi / \ --r. t32.42 os / , / /, ' ` $D , ti / } 36ry�/' / 3 \\\ g \ gv.32 ` / �\ 37.73 /Ld 00 P INLET 32.57 % / / / \ / //�Zr 32.42 33- - - -84 /gyp �` 3�t 34.95 74 31.05 yry/ \\ \\ \ `8 / / ✓ )/ 4.48 19 / w fr IN . 24.86 / / / / i Z / / / 34.5IY ,ram\s T - // \ / J `!° / / / % / p4 1 33.45 /�' �35. 9 - t / a / 36.120 ` H 1 32.46 /� -�, / 7 �\ ( 4. n o CATCH BASIN 13 / 3, 8 \ \ CATCH BASIN #3 ( 31.95 ,,� / \ '4 \ / / �4/� j1! ( P GRATE= 85 , / / .4 gq //i// �s'• y(' 1 ti 0 BUILD 0�5 ) / jJ / / \ , \��\ @6 / 33.14 / (+'i�"` }� 35.ctD I�=$ .B `"\\\\'"�/ \/ ,� V) \ 32. 66' a EXISTING 36 RCP / // % /%/ / / , ` \ \vn \� / 33.�3 \yk `-1`\\ � - - -�' o �� 37.33 ♦ ` Z .03 I �, TCW' GRATE'3i.7S , % // / / / 34.33 , \� j �, 0 6.i 1 \ .✓, �/n 3C7.23 / o J INV. EXISTING / / / ` \�\\ / / SPOIL PILE / t // .60 \ ( r -. / / / \ \ / w \^ 6 / / io 3Y16 \'`�` 3 t CATCH BASIN 14 lr3 \ \ 32.39 32.63 "' / / /f / M / 3z� ` - - q / 33.71/ / tM \\\` \` %i 3 .43 / pTOP OF W. 2.85 =3,3' & / C / § � ` 37.67 \ 32.43 CLEARING GR4I'ING / // 33.68 \ N r\\\ 34.40 .69 t .27\ .35 \ 3 1.45 LI M I LIMITS / / 4e /� / \, \( �i , / _ ✓ ` / / i t �, 32.34t 42r RCP // 33.68 �` \ �h /� // \ 6g ♦ 31.84 / _ \ \ ��7 / \ / / o r / I 3 '�` 1 / 32;77 / \ / 34.32 / �6.80 t f 32.55 g / / i \`\e o / 57 ` \ NING 7 / / } 33.57 / 2 /.94 ` J�••``'' s (i� \ AILL I (� 22-'L9 \\\\ \ ` \�.\ \ 32.2 6 \ �,/ / / / I ��\ / / �`'/ / S 37. 42 (I \ /i,/ 42* YE§ #1 r •, L\ , / / / /""' , . 2 ` 1 n TOP=31.1 I INV. 24.47 \ \ \ / IW:=27.5Q .. , a \ 32.09 32.84 33.70 33. 34 J �) 32.15N BASIN 4 � \ / / /r -_ -_ = a ( � � / 34.6.62 a �:I \ \ \ a Q V. 27.65 / / //�/ `_ \ \� .Ol $ , \ 1.75 \ \ \ Q -. 33.28 / // . // ~ , t i \ \ I \�w •�� \ \ \ \ \ \ �� ,/ CATCH BASIN °�,i�i 3i � � 3t8�'• � a\ \ \ \ \ o / 33 p�,• / •��� 3� �2.�� � 7 2.3 / TOP TF=32:75 / \ \ \\�\ 1� ) M^i/��//fir 7.63 1 7.97 \ a \ y�{\ \ c \ INv. '2 ENV. L8.8,8 - ys/ 3�.s3 /r /ir/// /� \ \ `r \ \ s 37.28 �2 \ 3t.�"\\ \\\ �v �, / _ 33 r /i / 1 \ 1 \\\\\ / \ j / T ss w \ 2.09 \ \ \ .S0 \ 3 / /, ///rr /� 45.66\\. N \\ \\` `'41.85 , 3z. /,, 2.96 .aa,� p� � \ , ' PROJECT �31.96 \\\\\� ? \ }/ / /fir%ii%'�' \ \ , `-. 1 99 i \-135.97 31.82 31.79 1 \ \ \\ \\\ as 04008 I / _ .�/ \ III 1 \ 71 INV.-2 \\ i / 0 42r RCP / 33 ` �� /ii/ ` \ } / w/15"x15"%' II w / -%, �� /i/r.- 47.59 \ \ 4�2$ \p1 1 (. - / ,/4 s x \ \\ \\ \ i 1 �//i \ (41}I I1 ((� '��,} l 43E�i 3 43 t a 3 .83 \ 21g$SIFATER ) II 1 ?I 2 32.s7/ / / �/� -/-/ k� _ - \ \ \ 31k, \ \ \\ 3 y / �s '� - } (�� _, } } / ^ 36.30 j / _ ` \ 94 \ ?a\ \ \ 22.2t 01 / �Y, /�l` ... \ �a \ 22.12 �(� ( 4 / � i a� r �-'if 46! 'i \ \ \ } i0_ 111 36.53 (( DEs. JPN cKD: JPN "? Q,• � INV. 22.45 w } (( / / i%/�3� �2r�a ��!% ••f -." 48.47, ^ _.- \ sr)\ �. \ } } � 54 32.04 30 F PFP • 461<3 w / 33.9L$\ > \ \ \ \\, r �/ 946 \ 15./ lfy`s/ / 83 DRMN:: BLR 82 I7.23 s 37.8240 32.12 52µ \ DAT06-17-04 325$ If 51 4646 s v\?O 32.21 7.a " \3 a�'ZZ 32.12 p\\\ / �39� ` �`�� }48.9 , \ T \ ii // \ �y r1 - ` 3 \ 7. t p L 35 a =����, `-!, /// L�g322.23 \ 4�� �� `,�.`��� ti�� A\ \ 1 I 49�44 \//jjjj/,/ji'34.7 \ �1> `3 56 Z-\ 70 \ \7 2:56 3 CATCH BASIN �- 38 `� ���� \\e \ \ SPOIL PILE \ �d / f J J \� 3 "-'� -37.06 r� t w \� 32.42 TSF GRATE=33.95 " �\ \ \\ \ \ \ /l/// l f (/ J \y \ 32.37 M 3 50 32.93,. • INV.=31.00 �3?'\� \\\� \\ \ 50.86 \ % �'/ l l l f l' l I \ 37.41 32.48 - �\ 3� \ \ \\� \\ 50.55 / % / _ - ` „ . �` ` C / l 1 ! - \ \3 \ °\\� .� SO.t9 \\ /fl� s 18' �tt\'P _ 37 { t ® �w / 32.56 \ * �>A�� 2.09 32.60 I ' \ �\ \� \\ ` ) a / //j/f •- 37. 3V`­ 12.56a 32.24 \t �� / /lf 3� \ \ a a 32.24 4 o32.69 o-TI32.64 3 n % - a�- - t\\ \ \ / / ll J f ! 36.532. Q Q 1 32.69 n \\\ \\\\ \\St�t6` t- J/ ep 2- / %�` / 36.25 3 -�\5\ \ \ f / 3 3 c� / -� , \ � �jt -o \ �\ \� .,�\ %/i (f fJ / j 36.39 33.65 l ^33.t // ^ � \°\` `� ii�, 4 32.75 CATCH BASIN #7 / / i - \a\\ \ \\\ ��/ //// j _ z 77 a 58 TOP OF GRATE=33.95f 33. 0 \\\ \\�\ \ \\\\�� / I�// / �'\ \ ^ 2 1 , ®• �Q �� r \ \\ . \ \ / � \� - - 4 37 55 \\ \ \ \ A 2.13 \ � 3� � ( \\\ \ 32.9832.12\ 32.66 CATCH EASa 11 / �`i 1 / \ \\ \2s�\\\\\\ 32.41 // / }}�l}ti �` 9. 1�79 /�/`' ITOP OF NV. 33.85 ftr 36.85 CONSTRUCTION 1 101 V s`}�};� -1k 2 era: 21.8� \\ \\\\\\\\ o \ / l 4o.s� \\\ \1J/1/ / '�=-='"- �5 _ `t 'Vig\\\�� .� \3.0? , >>� �� \ \\ILL�II/JJdIJ���^ 4=3. ( ` ` M , DOCUMENTS ,\ d ,/%�J3:�Y 3-5 1 ` a % / ®®!/dlMf.�f , R V i i INV. 29. o \ \ \ / / `� 11�\ �\ \ / SDMH 1 }} } it �, \\ \\ \ \� J \'�. \' ` 3 . / 35.88 TOP 373 / SHEET /��� { 32.123 i""l\ \ \ \ \ \\ \ 32.30 5POIL PILE .1 t �\\\\\\`'\� / 3p. 7 fl i } } }\ 40.36 (fJ \ INY. 31.65 III \ 24r RCP r Q6 / s� , $ a ---•" , ` a 60 0 6 120 180 CATCH BASIN #18 , t,.. s \\ \ 32.85 /t.93 } \ / / I/ �- 18 RCP TOP OF GRATE 36.85 s o�d' \ \ �\\ } 1 I3�.4 \ \ /i"'//,�+�'' Jjj�/e��8� \ SD,�/ --t 1PN.=31.90 �^ g, .�s40 2 g� q3 1 { , I \ \ \ /, / ;^//� // L; z 6. o \ "41.33 / //an / / j ..•, , o ''tom ` i�_ 31.654I W } ►1 I, IN} f ► _ 5~,2� I �., ' ! / � ` y SCALE. 1 00 1 ul l I 1 \ '�� / f �/ // /j 1_ 24 r�cP �^ / /' I 1411111+� ` I III (Nl lTit ��� , / I II it III 33.39 (O (LT U t- rn rn ai Ljj M rM 0 FN-UMI.) W: 003 y0O0)0� Z Z p NOX 3 0) 3 z oo6 6Q Q 6Q 120 1$0 0 0 �'' ROW V „�. °'"� � xx w .RCP ...•. , �5 17 $" .05 upo"' tV f� s .04 ,34.5 SCALE: - V '21 .6 0 -' o- 3240.16 .�' - 3 51 Lu 31.24 .mot' - b 31.01 31.34 `~L FENCE ZONCRETE Lu .J \ HEADWALL ''- ` „�► .v°' INV 29.09 31.57 O CONCRETE I GRAVA� NG \32.04 cr Y " ` HEADWALL 6 Q INV 28.86 8 31. \ CATCH BASIN =31175 _ _ _ _ v I s ELECTRONIC, o \\ Y TOP _ AAt}1 �"' _ REMOTE CONTROL 68 t5 RCP < SECURITY GATE t CATCH BASIN 136 5POIL PILE (r,% TRIPLE 9 �!P i.87 < O TOP OF GRATE=31.75 INV 2 .49 \� \ iNV.-29.15 TRIP 8" MP 31.82 LL 150 RCP IN 29.46 LP 3 3� / 3 482 " Z .3 / 4 \ 31.39 CATCH BASIN #33 CO N5 TOP OF GTiATE�33.75 e ® � `� c, O TEMPORARY GRAVEL. � \ ®" '^ i (\l .. PER W.K. DICK50N / 31.+ \� SURVEY 1-P�)-5�30.42 41 •�t \ ® � z 15 \ ° RCP 30.43 3Y \ BASIN JU \ 71 \ U/L� TOP OF GRATE-33.75 \ V o , W.=30.75 \ \ \ \ 0 is" i p \\\C . will os91\ \ \C \ 5 34. 3 to Cy s A� o t , F. w In 3.V CLEARING/GRADING EARING GRADING LIMITS l 11 o \ \ � LEGEND �t s �^ j` 1 �, i \ 1 1 LLI . PROPERTY UNE fit} `! `,\,pg O t w�CL J 23 - QOSTiNG CONTOUR .Y• o ` �� � � � W o t" a s r+ r� 32.09 EXISTING SPOT ELEVATION sn t �r ? W OHE EXISTING OVERHEAD ELECTRIC ;� \ p Q SD EXISTING STORMDRAIN 75� w SS EXISTING SANITARY SEWER , ° \ t � 1 W 5 RCP �S w W W EXISTING WATER , o � �, Z t.a cc z SD PROPOSED STORMDRAIN '�` ` ti •, ` j ®_ .V. .1d• PROPOSED WATER O •L c� a _. WETLAND LINE \m` •. 3�3. a,f CATCH IN #31 o o� -- -- , - BAS � o w TOP OF GRATE=33.75 O Z x \ oll CATCH BASIN ¢32 _�? •. \ .+, �r TOP OF GRATE-33.75 \• n INK=30.T5 �� o � �ln�•i� c . �Nr• �. fir. In A 36 \ \`• 54 t l \ 7 \ \ 3 sH • • w... x s INV. 31.3 o s �t o r� , ,.. 1. 1 s o s � . \ \ �.,�, 3 ,36 1 \ t 1 \1 .70 . , x o x 2E \ \ 25 O 4� 4. \ �; r � 1 32 21\ o \ 32.76 70 1. 32.21 \\ 43\ �.. _...,..� \ SDMH x /1 . A - \ \ \ INV.=27.78 ` t •, .9 \ \ 1 / t •' . ` L33.06 3.56 ®...� 32.i� 48° FES �1 i ....... ® ..... ®..r. �'� 3 .4i 3 7 18° RCP r •' �' • • J 18° RCP 2a.75..�' DISSIPATER ELECTRONIC, 1 `X CATCH BASIN 29 l . REMOTE CONTROL CATCH #28 TOP OF GRATE=33.55 4 TOP OF GRATE-31.7 SECURITY GATE 1 r� INV .=30.55 •,%•• CATCH BASIN a7 ` ^ '� �,, o x ` / 4 1 - r TOP OF 31.72 • 1 �2 v .7N 2i�1 w 32.06 23 .69 ` INV.=28.75 : m� \ 32.54CATCH BASIN #12 CATCH ®• gym` a 56 69 �2 5 " = TOP OF GRATE-32.50 RCP TOP OF GRATE! 33 �ti'/ 1 a tl N , • . , • �'' RCP a _ INV. s INV.= $5 3. 1\ 92 ` 1 '� _161, 61-' CATCH BASIN #25 i 1 g" PCP / 33. - -32--, 32.1 t.7 ''� TOP OF GRAB 22.M 24° 5' W , S 3 31.82 w/ 15 xis x1 RIP RAP/ q / 1 t 32. •. } r `�• 61 30' FES ENERGY DISSIPATER 731.79 31.92 s ` 32.69 `5'x15'x1' INV.-28.25RIP CATCH BASI 31. 7 / /f 3G.. '+ 27.2 TOP GRAT 32.2� % 3��9��/ /14 30° RCP 31.32 p. 31.20 t COi�i'i1T 2.51 "`�• f � � / ,�..•"•• � 31. INV.=2 �t f ( �+ o s r 32.54 � .. `'-`� 1 / ( t 3`3 k46 11 30O -3 - .``' 24 X w 0 0 32. 3 .'\.` ' ",� I f :.� ' o: ; -• / ( i 30° FES � � ENT P001. s � •�-- �� 1 IMI=2Z15 =27.50 / 3 . INV. 27.6 ofCP' ► .19 r., �� V. 2 IW-2715'xt' \ TEMPORARY POOL. EXISTING o y� 3i. ( / 3\ P pfSSIPA \ EIiY=28.50 EXISTING PARKING xd �Y1 wry% Q •` 27.7\ PARKING- i m l T & 15° RCP 6j / /� / `"\�..'► t"�yr 0. 9 29r4" . I \// •�.� � f \ n. � i�t0 / 6t. �/ j/ \ ,� 7 �/ / / jj/ ✓ � •� • • � • ' � ` • � / // 3C ` t \n .� , �.\ � 28.00 / t / i /��/ \ � g � 2•�J. '? 9 �3\. k otp �� � 92 (/, /� $ 4 / ""'•Q� �� J i RCP 75 ( 2 1 5 / ;;-� / ( / 31- / // r ¢:50 31.05 / � �. /�� ,�� // jr� r � � ( � 30.77 / 31.30 t.Ot / FOREBAY / 0 l / OF GRATE 2. INV.= �CATCH 1.2 15/AtCP 1.07 y `\\ / / _ •:!-,..r•', ` t o / r �. ' 3 .9 / d/� j / f 4 '� 'S 1.59 •r' LTOP OF 82.75 / •�. '� ;'�b �� �,?� � .r•,c. � , i / / / // S / INK=29.00 3 :43 31...,.,� /,�,�/�/ �� �31.50 `=• \. `� l / b" o i , r i / /32.2T 3� 31.31 3638 z \. , y i� ` ` /// / j / /✓ / / 31. 32.45 / / j � .3 / 53 �j t r+ 31.11 79 / � 3 h 14 f y� f / ' , /� / /3136 b F ' • ` `2 / 31 3 ti / / 32.69 31.26 ( / S / t / 1 / /34.00 / b ` gU j 55ggk . �Q /T.3N$�3 31.7i9 LUG E FO y , / "`+.. 32.55 3 7{ ✓ �rt ss sS f 5h 4,J o ofi t CATCH BASIN #16 / rF/ / / j / / / i 15* RCP 32.80 TOP OF GRATE=32.50 31.7$ / ice/ 32.38 32.13 / f-••}`7 • 1 CATCH BASIN 21A 32.58 / / 36.35 .� CLEARING/GRADING 1.99 / / ,ry / / / / / / 145121 V1 TOP OF GRATE-33.P LIMITS 1 INK-30.75 / 33.47 / CONSTRUCTION 32.10 �/ � ��� / / / f n "� -34.00 a / DOCUMENTS y. >/ \. sS INV. 224 c1.77/ , y0 CO c0 U 0) 0)6 W to M M Z �0 Q� 7";z -O N:2OX 3 p-=Q 3 0) 'S• CL u-06 3 vi Z vi 0Y W W 0 W J cV) Z U IIIIIiILIA I II IIiIIII IIIIIII i�I���i III II q� PROJECT 04008 DEs. JPN cm JPN DRWN: BLR DATE: 06-17-04 r s SHEET uis2 LOM 8 s a NCDOT EROSION CONTROL STONE 0 cn x � I;S 0 0 a VARIES 25' VARIES A Aol o S SLOPES= 3:1 1/2" PER FT ,� Ile PER FT 1/4" PER FT SLOPES= 3:1 j 0 MIN. MIN. � w •- - CURB (SEE DETAIL} _ �• CURBcn (SEE DETAIL) W 0 PAVEMENT z (SEE DETAIL) J MIN. O STREET CROSS SECTION cc 2" - 3" NTS ARSE AGGREGATE SEE SITE PLAN STONE SHALL NOT IMPEDE PIPE J FLOR OW L MIRAFI 60OX FILTER FABRIC ci SECTION A - A OR APPROVED EQUAL H Z_ END SECTION � V I { { NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED J NOTE: PAVEMENT SECTION MAY NOTE: PAVEMENT SECTION MAY 0V VARY DEPENDING UPON FIELD VARY DEPENDING UPON FIELD NOTES: CONDITIONS. CONTRACTOR SHALL CONDITIONS. CONTRACTOR SHALL ENERGY DISSIPATOR 1. SIDEWALK THICKNESS L BE 4" UNLESS NOTED OTHERWISE. COORDINATE w/OWNER & COORDINATE w/OWNER & NTS 2. CONTRACTION JOINTS �8!4)mSPACE SAME AS SIDEWALK WIDTH. GEOTECHNICAL ENGINEER TO GEOTECHNICAL ENGINEER TO 3. THICKEN SIDEWALK TO 6 AT DRIVEWPYS. 4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT DETERMINE ACTUAL PAVEMENT DETERMINE ACTUAL PAVEMENT WITH NO CURB. SECTION. SECTION. 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, AT STRUCTURES AND AS NOTED ON SITE PLAN. 1/8"R TOOLED PAVEMENT SECTION- HEAVY DUTY PAVEMENT SECTION 6. PROVIDE A LAYER OF 15 6LDG. FELT BETWEEN WALK AND ADJACENT JOINT PARALLELING CURB OR RUCTURE. Nis NTS 7. REINFORCE w/6x6-10/10 W.W.M. ; 30' MAX. SPACING JOINTEXPANSION MATERIAL EXPANSION JOINT (E.�.� WIRE SCREEN CONC. BLOCK CURB INLET �, ; . .; ;.... • 1/4"x1" DEEP w/AN �? 1 /8"R TOOLED JOINT i' o CONTRACTION JOINT O -777777 (� r BLDG.-STRUCTURE GRAVEL FILTER----E� WIRE SCREEN CONC. BLOCK ELAN SIDEWALK JOINT DETAILS GRAVEL FILTER NTS WIRE SCREEN FILTERED WATER FILTERED WATEROVERFLOW OVERFLOW-- RUNOFF WATER RUNOFF WATER w/SEDIMENT w/sEOIMENTME ME BE MA GENERAL NOTES: ..:MORTAR JOINTS 1/2" TO 1/8" Tf9CK. ° ,, " " _ SEDIMENT DROP_ INLET w/GRATE SEDIMENT CLASSB CONCRETE TO BE USED. THROUGHOUT. �.,..� a, WIRE SCt�.t-_I� CURB INLET THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. \-2x4 WD STUD DEDUCT FOR PIPE(S) FROM TOTA!, CU. YDS. OF BRICK MASONRY. SPECIFIC APPLICATION SPECIFIC APPLICATION ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD. NO. 840.66. THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE: APPLICABLE AT CURB INLETS WHERE AN USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK' OR 4" SOLID CONCRETE CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDiNG IN FRONT BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. EXCESSIVE PONDING AROUND STRUCTURE OF STRUCTURE IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON STD. NO. 840.00 EROSION CONTROL AROUND INLETS FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE NTS 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR rwc! REMAINING W-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. WITH COPING REMOVED FRAME, GRATE AND HOOD - W&t STD. NU. 840.03 SECTION Y--Y DIMENSIONS AND QUANTITIES DIMENSIONS OF BOX do PIPE CONC. IN BASE TOTAL BRICK MASONRY DEDUCTIONS FOR ONE PIPE PIPE SPAN I WIDTH HEIGHT PER FT. HEIGHT BRICK COPING MIN. H D A B H MIN CU. YDS. C.M. R.C. 12" 3'-0" 2'-2" 2'-4" 0.281 0.313 0.037 0.748 0.020 0.032 15" 3'-0" 2'-2" 2'-6" 0.281 0.313 0.037 1 0.802 0.031 0.047 18" 3'-O" 2'-2" 2'-10" 0.281 0.313 0.037 0.909 0.044 0.065 24" 3'-0" 2'-2" 3'-2" 0.281 0.313 0.037 1.070 0.078 0.113 30" 3'--0" 2'-2" 3'-4" 0.281 0.313 0.037 1.305 1 0.122 0.170 NCDOT CURB INLET DETAIL NTS NCDOT STD. NO. 840.01 1'-0" 6" 1 1 /2"R CLASS A CONC. • v e4 2»R' 3"R a a. o 4" ABC STONE ABC STONE SHALL COMPACTED SUBGRADE/%�%�%���%��� XTEND 6" BEYOND CURB & GUTTER CURB SECTION NTS NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON GRADING PLAN. GRADES INDICATING FALL AWAY FROM CURB SHALL BE SPILL OFF TYPE CURB. GRADES INDICATING CURB ACCEPTING FLOW SHALL BE FLOW LINE TYPE. POND DIMENSIONS @ PERMANENTL. NTS DETENTION POND NOTES: 1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE. 2. SEED FOR SLOPES SHALL BE 20X CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF. 3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS. 1. CATTAIL 10' 2. COONTAIL 3. SPATTER DOCK VEGETATED SHELF 0 6:1 SLOPE I j-- 3 NORMAL POOL = 27.50 -lit ' ELEV. = 25.83 3 11 IF BOTTOM 23.0 =111-1 1 ►=111 - ` FOREBAY 3 MAX BOTTOM = 23.0 POND SECTION TOP OF BANK 1 _7777- t3 W/ WIKt MtzjH _..------ STEEL OR WOOD POST z WIRE MESH FOR STANDARD FABRIC I STANDARD OR EXTRA STRENGTH MIN. 14 GA. 6x6 MESH o w FOR STANDARD FABRIC 1 . w FILTER FABRIC N �ww F- co DIRECTION OF WATER FLOW ANCHOR FABRIC SKIRT g MIN. 8" DEEP & 4" WIDE. z P NOTES: 1. SYN. FENCE FABRIC SHALL BE M'iJ OF 30" IN WIDTH WITH 30 LB/IN TENSILE STRENGTH FOP STANDARD FABRIC AND 50 LB/IN FOR EXTRA STRENGTH. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO POST. 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND 4" IN DIAMETER. FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE 1" LONG OR TIE WIRES. TEMPORARY SILT FENCE r NTS NOTE 1. .E MAY _ NONESSENTIALY IN DIMENSIONS. W X 4' PRECAST CONC. BASIN W/ KNOCKOUT PANES r s #4 STEEL REBAR _(GALV. OR ASPHALT TACKWELDED AT 6 O.C. EACH WAY LAID Ir LJ i I IN TOP OF BASIN ATTACH SCREEN GALV. LAG do WE ANCHORS ,,--1/2 OPNG. GAL' 2-•24' DIA OUTLET ALUMINUM EXPAN INV. = 27.50 METAL SCREEN 3' I.D. INLET PIP GROUT IN PLACE IW. = 27.50 CRUS SECTION ELEVATION RETENTION POND OUTLET STRUCTURE N.T.S. TOP 30.20 W X 0.33' H SQ. ORIFICE WO SIDES ELEVATION 28.50 TEMPORARY POOL 27.50 PERMANENT POOL OM 27.00 e. Ix W d O J W a � f� w 3 ® W <tJa to g E to Q U Wnr4)V) w 14-It:3 �UMr7� z c f- 000 W z r r 3: v <ZZc v O 0x 3 0) t� 3 AN :3 U z 06 W W z U W Lm U 017 w z U III II DES. JPN cm JPN DRm: BLR DATE;. 06-17-04 1-4fl • ° ,.i'r a AND .3 s ,.d MURRA LLE RD Q KM AY I1 ° µ� Q VICINITY MAP NOT TO SCALE;,a Q/ .73 \ 1", ao / AlD ` \A PUND #2 DRAINAGE AREA W N ------------------- i r r Q �t p ' ------------------- ow- —E�mq --w W GLEN EDEN DRIVE A !44,d i ' a 0 24s cyp f. ---�---._ P 32 56 22a a5.zo Jy$g i t m 1 > .9 4o / r \ r J7,18 RT i J2 JIB • a4ss rJ7ss /i ,[ so 31 JLs4 3 43 J2tJ J9 /! Age / r w` ♦�-! \\\ � o •� r ---- '----------__ 42 1r�\� / \� \ \\ JasJ // �./ w✓ !l irltl — 4:\•\ \ U i1NG/Csp��.4'8 r. �9 rJ '/ 7�/ Js.3a `\ 4.'� G \�z09 1.82 44 _ 1 J/.7g \\\t\k, •4s I \ \\ \ \\\ 0 it J. \\\ \`` / \\\\ ( r. � a �i/ !27.g3 J2& i 33gJ i \\ zla v ax9� v v ' \22 24 a, 496 R\`y 22.4sl�r1771i�/!— :� � 'yl�rl 04 F 1 °iJ237 ^� \ 72 J2 / ^•'F3 _— _ /i''�,x✓ 1 t 1 l g /' 2 JJ"Y 7 i J' s _•'��s=sL::�-=,� _— _ �='d�'�—\'��t i `� \ �. /� g�r 32 \ \ i ( { (c ! _47 — V A t i \\\\\\\ jr \\\ \\ \ 2st� ��� �\ liag \ / mtA\ 9, }1( \\ z\ _ 1 i I�i�rl! IIz n4 ��\\\\ \\��\'�\\1�\\\1\\�N\ so°Bme I '�'4 \ G+✓ii \\\\ s �\�k\\ tT kv \\\\\ J24� \\ J2B / ! \ / _i \\\\\\\\\4\ 9 3LI \ \ i ! \\l\\\i\\\\\\ t � _--_---- IIIIIIII111i ♦ \\\\\ \\ ' JJr \ \ \\ 20 4 \\\\1\1�\\ -.\/ �J�/�/'JJ �! �..•-.� �--=r— Iqa r , 1 40 \ \\� \\\\\\ rr , IIII \\\\\\\\\\\ AJJ/rrr \ at i) ♦ ! i \ f 1\ i ' / t II \\ \\\\\0 }�'// r r � 1 1!lrllll 1 I���d�aN r\ /� •�e7 J \ siiii �\ lI 11 I \ \♦ JJ / 33 Jk. ,/ tl \\ ' \\ \\ /�ri/�� ,7s.� Je.J .r� \ / �1 \ 9 *e Je s� JaaJ 11Ipti1III I / �^ \ i ltl !1 t 1 t!Iflull t1 lIlll'0Ja u \L\I J/ J// / \ ` Ilil it{\ l( l�t���j 11 J2J9 �J 93 ifill �//,P/ r 1 Il I II ( J.x3J / 33u} 41. �•'/ / aJ// l — � / _-------- , /iir IIIA IIltI l l fl r 1 lt! it I 1 32s3 / �ii i�i' eer.34If �9 _ .� Jar _ l \ \ J / i Ill=-�J''w J4•sa \ \.,ar / f ._ r i/'' PO j' i f I� l lil // 1a N� 1 I llllJs�,43s.ru �trf�/iri ri 27.oa tI i II r1I I `11! IIIllt11, \ IA! Il1111j1$�iG'`ntJ� r Jzsa�l it lrlfa 1111 N l '�i'ii'ii,Zrq /',/ % ff 141fldpl \ C Jr.9> J1.9-t / / �,r/ ! - — — — — _. — —_ _ r —'-9e -30 w.•!- \JLTOI i7t' t\ —._-- /a'� lll�lYrf!!/!!1!P! RCA 77ry 27, 'x'JO• _�` '?r'�*- �z=— .'-�iT` .�"' t27p3wv � \. ao, 2aes t°. oaf 4 gas 66 3 Y v. -4 0 1 I 1 I J297 I I I �'t77 34..87 9a 41/ ♦/ r/J)p3 PUN � S? 4, D' RAI N A G E Je.so k� -36.50 37.67 ao I I�4 II � s2 Qy aa fi�r' Jjj�� 3782 1op / ;I;,' III , 1 J7a9 � S�/ 7 J 1 I I I ,77.47 Iil III soor IpI � III Ill III l l l III I «ail III � III I!I III I I I I I I I III ICI ��� \ i CONSTRUCTION DOCUMENTS z J 0�+ Ld� .J F— u— t� �e Z 00 �z 10 u— =} U W CL 0 W 0 aW- w 3: W G O O iC3a to 0 t0 t0 U CA fn N W r7 M d q- V) z /—.c, 0 0 W z 3 of 2) Q � W � 7— z v —z N 0 3:X D7�Sa-2 3 Z 06 z LrL! W 0 Ld Z i cn Z �II) IIIIIII Ilj�l�f U 00i (IIIIII III II II� II fI PROJECT # 04008 DES. JPN cm JPN DRWN: BLR DATE: 06--17-04 ..:GENERAL NOTES- CONSRUCTION SEQUENCE STANDARD SYMBOLS' 1. . DEMOLITION INCLUDES EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, 1. NOTIFY NCDENR DIVISION OF LAND RESOURCES AND HOLD A PRE --CONSTRUCTION MEETING ON - SITE PRIOR TO BEGINNINGCONSTRUCTION. { 91©-395-3900 i PROPERTY LINEAOT LINE CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, STRUCTURES, ABANDONED UTILITIES, .. 0 IRON PIPE FOUND BUILDINGS, PAVEMENTS, AND OTHER MATERIAL OF WHATEVER NATURE ENCOUNTERED DURING 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES. n CONCRETE MONUMENT CLEARING AND EXCAVATION NECESSARY FOR INSTALLATION OF IMPROVEMENTS. 0EC ELECTRICAL SERVICE STUBUP 2. THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWINGS ARE BASED ON AVAILABLE 3. INSTALL SILT FENCE AROUND ENTIRE SITE, INSTALL CHECK DAM AT EXISTING DITCH, AND Q ELECTRICAL TRANSFORMER FIRE HYDRANT INFORMATION. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE INSTALL CURB: INLET PROTECTION ON THE EXISTING INLETS IN THE LOOP ROAD. UTILITY OWNERS AND BY OTHER MEANS PRIOR TO START OF CONSTRUCTION. 4. CONSTRUCT TEMPORARY SEDIMENT TRAP. WATER .LINE VALVE WATER METERS 3. REPORT ANY DISCREPANCY IN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO OWNER 5. CLEAR SITE, BEGIN GRADING OPERATIONS. MINIMIZE AREA OF DISTURBANCE. ---- WATER LINE PRIOR TO START OF CONSTRUCTION. VERIFY ALL SETBACKS, EASEMENTS AND DIMENSIONS SS- SANITARY SEWER LINE BEFORE START OF CONSTRUCTION. 6. PLACE TEMPORARY SEEDING AND MULCH ON DISTURBED -AREAS AS CONSTRUCTION PROCEEDS, Q SANITARY SEWER MANHOLE CONTACT OWNERS OF EASEMENTS, UTILITIES AND ROWS PUBLIC OR PRIVATE, PRIOR .TO BUT NO MORE THAN 21 CALENDAR DAYS AFTER COMPLETION OF A GRADING PHASE. oC.o. SANITARY SEWER CLEANOUT 4. KING IN THESE AREAS.. WORKING 7. PLACE SILT FENCE AND `TEMPORARY SEEDING AROUND AND ON STOCKPILES THAT WILL �D STORM SEWER MANHOLE STORM SEWER LINE 5. DO NOT SCALE THIS DRAWNG AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. REMAIN MORE THAN 21 CALENDAR DAYS. ENSURE THAT RUNOFF FROM STOCKPILES WILL SILT FENCE BEFORE EXITING PROJECT LIMITS. FLOW THROUGH S M TS - - -- -31-- -- - EXISTING CONTOUR LINE _ EXISTING CULVERT OR STORM DRAIN 6. A BECOME FAMILIAR WITH -THE SCOPE OF DEMOLITION AND CONSTRUCTION VISIT SITE AND 8. INSTALL STORM SEWER BEGINNING AT OUTLET WITH PERMANENT RIP RAP APRON. SEED AND SILT FENCE REQUIRED. MULCH DISTURBED BANK OF POND. CONSTRUCT TEMPORARY RIP RAP APRONS IN SEDIMENT 0 INLET PROTECTION 7. COORDINATE WITH OWNER TO MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN POND. SILT FENCE.. NECESSARY. 9. INSTALL INLET PROTECTION IMMEDIATELY UPON COMPLETION OF INLETS. INSTALL CLOSED LIDS LOD LIMITS OF DISTURBANCE 8. PROTECT ADJACENT PROPERTY AND STRUCTURES AND UTILITIES ON SITE TO REMAIN. REPAIR OR ON MANHOLES IMMEDIATELY UPON COMPLETION. '� TREE PROTECTION FENCING REPLACE DAMAGE IN KIND. 10. INSTALL REMAINING UTILITIES, PAVING AND FACILITIES. RIRAP 9. MAINTAIN ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT 11. MONITOR AND MAINTAIN EROSION CONTROL MEASURES CONTINUALLY. REFER TO MAINTENANCE EXISTING TREE TO BE REMOVED.. SERVICE OFF -SITE PROPERTIES DURING CONSTRUCTION. MAINTAIN EXISTING FIRE HYDRANTS PLAN IN DETAIL .SHEETS. IN SERVICE. 12. MONITOR DISCHARGE INTO EXIST FOREBAY AND REMOVE SEDIMENT WHEN IT REACHES 75 X OF 10. COORDINATE RELOCATION OF EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CAPACITY. CABLE, GAS, TELEPHONE AND ELECTRIC AND OTHER UTILITIES WITH UTILITY COMPANIES. 11. MAINTAIN EXISTING CURB AND- GUTTER, LIGHTS, SIDEWALK, AND UTILITIES TO REMAIN. 13. CLEAN AND RESTORE AREAS OUTSIDE PROJECT LIMITS THAT ARE DAMAGED DUE TO FAILURE OF EROSION CONTROL MEASURES. RESTORE EROSION CONTROL MEASURES. SEE INDIVIDUAL CIVIL DRAWINGS FOR ADDITIONAL SYMBOLS AND 12. PREPARE. PHOTOGRAPHIC RECORD OF CONSTRUCTION COMMENCING WITH A RECORD OF THE 14. AFTER ALL DISTURBED AREAS ARE STABILIZED WITH SEEDING OR PAVEMENT, .CLEAN EXISTING LEGENDS RS BEFORE START OF CONSTRUCTION. CONTINUE WITH WEEKLY RECORD UNTIL SITE AS IT APPEARS FOREBAY OF SEDIMENT TO ORIGINAL DESIGN ELEVATION. COMPLETION. SUBMIT RECORD TO OWNER. 15: 0 EROSION CONTROL MEASURES AND SEED DISTURBED UPON APPROVAL BY NCDENR, REMOVE 13. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO A OPERATIONS. AREAS CAUSED BY REMOVAL BE REMOVED. 14. PERFORM WORK IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. 15. CONSTRUCT WORK TO CAUSE MINIMUM INCONVENIENCE TO OWNER AND PUBLIC. PROVIDE, ERECT . AND MAINTAIN AT ALL TIMES DURING CONSTRUCTION OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS AND OTHER <WORK ZONE PROTECTION, INCLUDING WN , FLAGGERS AND INSPECTORS AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. NOTICE REQUIRED 16. WORK :ZONE PROTECTION SHALL CONFORM TO THE LATEST EDITION OF "CONSTRUCTION AND ATE EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION LOCATE MAINTENANCE OPERATIONS `SUPPLEMENT`TO THE MANUAL ON UNIFORM TRAFFIC CONTROL IN THE VCINITY OF SAID UTILITIES. S» BY NCDOT DEVICE NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN .THE AREA 17. MATERIAL CLEARED; DEMOLISHED, AND EXCAVATED BY CONTRACTOR SHALL BECOME THE OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE PROPERTY OF CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF SITE. THAN TEN WORKING DAYS PRIOR TO EXCAVATION OR DEMOLITION. t-ao A. rr SITE AT `LEAST ONCE A WEEK DURING CONSTRUCTIONAND AT CONTACT. CAROLINA ONE CALL 18. REMOVE ALL DEBRIS FROM THE . _ y ON. .. _ COMPLETION. Sao 632 4949 AT 1 R � u 6 0 51 _» CONTACT THESE. UTILITIES » a , 19. KEEP THE AREA OUTSIDE ; THE CONSTRUCTION LIMITS BROOM CLEAN AT ALL TIMES. NEW HANOVER COUNTY (INSPECTIONS) CITY OF WICMINGTON WATER/SEWER} C MAINTAIN AS --BUILT» DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO . 20, MAIN ATTN. BILL. JUSTICE ATTIC KEN FOWLER P T. SUBMIT DRAWINGS TO OWNER AND ENGINEER UPON COMPLETION OF PROJECT. W _ - _ SITE CONCEALMENT. PH. 910 341 7884 PH. 910 798 7206 F S PERMITS RELATIVE TO PROJECT PRIOR TO START 0 CONSTRUCTION. LI A POWER AND LIGHT BELLSOUTH 21. OBTAIN ALL CARD N PH. 800 632 4949 ATTIC RICK MANRIQUEZ , 22. FOR BUILDING DIMENSIONS SEE -ARCHITECTURAL DRAWINGS. PH. 910 341 1627 �. PIEDMONT NATURAL GAS x , ao N CONSTRUCTION ME . ` TIME 'WARNER CABLE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IMEANS AND METHODS ATTN. CARE PAQUET ATTN. ROBERT JOHN 23. THE / _ .� NTH THE PROJECT AS SET; FORTH IN THESE DRAINS, 0--350--2242 PH: 910-772--5757 ® `A ASSOCIATED YV{ PH. 91 c RD OVER DEPTH OF 3 -0 , RRA .E z4. ALL WATER LINES SHAH HAVE FINAL MINIMUM C P EMERGENCY DIAL 911 POLICE FIRE RESCUE MUu h 25. ALL .SEWtUER LINES SHALL HAVE A FINAL MINIMUM COVER DEPTH OF 3 0 UNLESS DIP IS USED. ctw KSRR AV N • VICINIT Y MAP NOT TO SCALE NORTH A ENVIRONMENT I�TH CAR®LIN L A COMMISSION MANAGEMENT CO ION S DIVISION OF WATER QUALITY NOVRECEIVEii 14 2006 rt, - DWQ gc(oq23 Ham: s� 031261 _ _ 909 MARKET STREET sK3yGr WILMINGTON, NC 28401 INEE4 (910) 762-4200 ®. "hw WL0)1k.A1%1%RUN Office Locations: ie+tnrura+l community infrastructure consultants North Carolina Georgia South Carolina Florida -G ELEV 36.29 SANITARY SEWER LINE G ELEV. 33. i EXISTING STORM 1 `'- UNDER CONSTRUCTION �� ''-- w --- .''�--�-- �•- SEWER LINE I ' ss G ELEV. 36.23 G ELEV. 34.62 G ELEV. 33.78 30 RCP o $3 G ELEV. 35.59 I p,G� i REM CURB / G ELEV. 5------- ss G ELEV. 34.37 G ELEV. 33.64 Y. 3 I Q Ss G ELE . 34.05 G ELEV. 32.71 I // INV �7. G ELEV. 36.39-�_____ ss G ELEV. 33.37 I ��O fZ h 7 6 15 RCP � 24 RCP I L c� / w 15" RCP G ELEV. 34.27 G ELEV. 33.6115" RCP G ELEV. 33.79 / / j / REMOVE CURB LOOP ROAD G ELEV. 34.05 G ELEV 33.76 ( /j / i/ ` `_-�yy } 15 RCP G ELEV. 32.59 G ELEV. 34.62 24"4P 1 11 ,s� , �c '�` EEC/$ I ' EXIST HYD - �4c EXIST�IG LIGHT POLES (AP) FISTING ENTRANCE a� �� ���\ �., WATER LINE UNDERCON8TRU-CTION v 2 11 t( I III W F,O ,! �Il, ` ��S\ \`�'- "`. \�� tt �I 1 �31 / / jT! INV=27.15 ` W/15 x15 x1 ( \� BILE •~"`•w.`� �... r -.� / ��'` ! \ \♦ \� \ \\ J/ DISSiPATOR 38 --_� ` 100 YEA FLOODPLAIN PER FIR APRIL 3, 2000 I ' ;� t � EXISTING FOREBAY ti l VOLUME = 29,250 j �\ 1\ `\ ! � � CUBIC FT.� 11 I 111 �> I / 11 I LEGEND �' REMOVE CONCRETE PAD EXSITING RETENTION POND �- WETLANDS WATER LEVEL 2$.19 j I air. ait atx ' ,u , •, ��\ 1 I ON 12-27-05 POWER POLE ANCHOR OVERHEAD ELECTRIC --- ors---e--ot--- _SS_ SANITARY SEWER LINE UNDER CONSTRUCTION --w-= WATER LINE UNER CONSTRUCTION �\ >> / \ \ \ t\` /1\\ ti j''•-- .� i DOT MON (F) N.C.D.O.T. MARKER FOUND \ \\l !�i11 ! \\ \ �� a \\\ TOP OF BANK IPF IRON PIPE FOUND \ 3$ Ill(! IIiIr� / \ ` , tt 1 R/W RIGHT OF WAY \ / •- Ifflf 11111 \ IJ \ \ tt \ \\ j 1 \ 1 -- RIGHT OF WAY LINE DITCH LINE wa TES 5& 6 r I f1 ll \ \ t \ �• 3 t Il j 1 1/ WETLANDS {SEE NO ) �„ � � lfl(I II(If 1 ..,\ t t \ \� tit ft/It / G ELEV. GUTTER: FLOW LINE ELEVATIONkI -29 ljjlf fllf \\ �� cir I 2-24 FES I Ijt t� I NOTES: ,� ` INV=27.19- I i 1 t { INV 7. jlll flf ENTIRE SITE IS COVERED. WTH THICK BRUS AND SMALL DIAMETER TR S � fit; , 24 01 I I III 1 � � \ ., ` i � 1 1. CALL CAROLINA ONE BEFORE EXCAVATING OR BORING. UNDERGROUND UTILITIES SHOWN ARE LOCATED 1N PART FROM VISIBLE INFORMATION, OLD RECORDS AND AS MARKED BY CAROLINA ONE. THERE MAYBE OTHER UTILITIES NOT WETLANDS�\ SHOWN. ((III I((f / / ( \ � SEE NOTE 5 / �. I I 2. HORIZONTAL DATUM IS NAD83 IIl(I II(I / 1 I \ \ \ ! INV 2.3 (Il(I If(( f I I N \ �• VERTICAL DATUM IS NGVD29 I (1 1 -- 3. 2-EXISTING I �, I G/ I ZONE AE . � IIIII IIII. � I `� \ � ' `- \ � y/// . 24" RCP I 4. A PORTION OF THIS SITE IS LOCATED IN N J fl (I \ \ '� \/// % 1 ACCORDING TO FIRM MAP NO. 3720323100J, APRIL 3, 2006. 100 YEAR FLOODPLAIN ELEVATION: 33• NGVD88 33.95 1 1 I (( ll I \138�. IIf1 l I if NGVD29. t aic i 5. WETLANDS FROM MAP ENTITLED- WETLANDS' DELINEATION, II I �`- „ (I fI \ 1 I 3S, J! ! ! t „ \ I CURRIN TRACT, LANDMARK DEVELOPERS, INC. BY GREEN 1(I l (I{ 1 ., !„\ 1 / f (f l IIIII \ - 1 ENGINEERING, LAST REVISED 10%9/98 AND FILED WITH THE ,,� I I 1 t , US ARMY CORPS OF ENGINEERS.IIIII WETLA { (SEE NOTE 6) } 6. WETLANDS AS DELINEATED FOR ORIGINAL TOPOGRAPHIC .1 IIII ( I((il - ... . 36 / \ 1 l SURVEY BY WK DICKSON ON FEBRUARY 26, 1999.OU ET S CTURE 7. THIS SURVEY IS PART OF A TOPOGRAPHIC SURVEY RED FOR CFCC ON FEB 29, 1999. IT WAS III (f I \ r r - PREPARED SUPPLEMENTED WITH A- LIMITED SURVEY OF THE STORMWATER POND AND LOOP ROAD ON JAN 29, 2006 I 111I l IIII \ \ t _\AA 1 �\ WETLANDS '�,'°` a. IIIII f II(il -taw; I IIIII f f l((l( I OIPF a � ,� \ '�•,. I(11 I i III f _ ,, .._. � _. ` 1 1 NcN oN \ ,,�-$2 Az At � CIS 7 ll ii1111� I t - S ems.► - I I I .& \ �� ;.---`~` \ ► "` ./� +"T / . I -,. I '". j ✓j ''•,I ' I� `' J /' '• / „W 159.07 j j l t f l ii`.- - - `� �� / "-- - S06•p413 DOT N10N l t j / �� �� S �. D0} 02 .�..- N �,� ���., �.; 53 T MON{F} 8 S _ 3 T t�ION 4.3 f t . - \ �� �,�. W � DO - 492.7 -- ..- _ _ _ F E 234016 1I1t1;t`!r. ��. �,�� 2P�33� ® Iy g210137.27 3 8 N 02097gp \ 12 R 3 -- 35 ` -- E 234 9) / l l j (/ 28 `�� ��: ��� �., E 2340273. .....- A C- 14.84 .- 34 =- 36 _ -+ 0147. 55 1 t; j 1 j \ -.� ���\ _ _ 63 t \ -- -.,.. _.-..-.� -- -- -- - 37 - - . -- -- -_ ,� 3g -- t� jj \ N �,_ 35 1 33 .._. - - -. � �,.i.._„ �/i' � t ` \ 1 .,,� � �,,, = = ..... 31- - - •.•... ... r � -"" ✓..."r.,-•..•"''".""•'f ,.- \ 1 �' /' ' ,/ '••' 1 --• -.. _ _ 1iA'� INV IN 2$6. `' - _ - _ 28 -- - -- _.. \ .. INV 26.85 �, `- �. -� _ _ _ - - _ f rI•N V o U T 28.4 •, ..,` _ _ - . -! ... _ , ., -- - r _... - - ._ - -- - --- -- 5 �... .,. -..-........ _ -,,, ...,.. --- •••� - `- 29 GRAPHIC SCALE a �... -.. 3q r _ _ r = 4 s -- -- - -' SEAL 1 8 0 `'• ... 1$ RCP �` "� .... " `.^- ."' ._...,.,....._ ,,..._ `.' 31 -- - .._..._.._._ ._.. _......._ - .r .._.. = Q31�5Y � 909 MARKET STREET „� 32-.....,,... ,,,_,.....- -- ..._...._ ._. , .r._ --� r WiLMINGTON, NC 28401 SCALE: 1"^40e34 J 1,40 RCP ,_ - - - _ .. _ ._ . _ ._ __ _ _ _ "' '" " e IN (910) 762-4200 �s �! a 3Noah 3 'an.,,, put�office Locations: %0 N community infrastructure consultants North Carolina Georgia INLET TOP 31.03 South Carolina Florida INV IN 33.94 / EXIST CATCH BASIN -.,....o EXIS ATCH S EXIST. CATCH BASIN TOP OF GRATE=32.75 / OP F GRA =35.8 TOP OF GRATE=34.75 INV.=29.75 / 1 '`- 1 NV.=3 5 ss INV.=31.25 EXIST. CATCH BASIN . TOP OF GRATE=33.50 30" RCP I NPPG�� -SS ss --____ INV.=30.00 3 i ._ SS - ss I o� �A `"" - INV 7.9 0 g 15 RCP v�ti �Z�G ! 37.0 24 RCP Ge ,��5 / CSC w / �, 15 RCP 34.00 15" RCP 34.75 35.50 35.00 »RCP 34.50 24"C P w �--- w w w w `r wAA AL EXIST HYD 1 ""'✓ o \\ LEC. GAT , �_ P_q ,� ,� ,,� RIM ELEVA 0 -- w p w � �rn A SD D JJ- g -� F S RiM ELE 4.75 / 3 1 1 RIM ELEV .,3 RIM SD 34.F7-52 �' JJ J INV 2 !1Q i j OG� /"`� / 35. 8 ..1s SD _ INV. 25.00 WETLAND // / ` Q \ \ 11� p3( , 3s `�:p -- q �'� -- \ ) 0 \ ' Q t l Z30" FE �RD v\ ` \ 36 0 INV=27.1 �3 O 1 % MINIMUM \ �, ' p to / W/15'x15 1' I \ z'Q- � -D ...�I DISSIPATO �� Jt RIM V 0 A4 � 35.94 S7 38 -- i l W � `3G � GA -s �2-'f3iP �i' \ \ \ ' j •O .- 1 % MINIMU EXISTING FOREBAY� ! \ 3 .0>. RD l � I/ 1 VOLUME = 29,250 \ 3 •5 0-r-�-=o• CUBIC FT. 1 1 --,� ELEV 35.40 Sg �, RD \ \ \ \ 1 E , GRAPHIC SCALE `\ 1 \ \ \ �%� �o82 Ile SCAB:: 1"=40` \ WETLANDS 36.5 �/ / {\ < 1 �` ` . \\`cn ij EXSITING RETENTION POND �- p \ \ \�,� WATER LEVEL 28.19 r 37. 3 -, ` \��\ON 12-27-05 1 \ \ ?S `�1 j l / \ ' 8.0 / j \ l CG LEGEND \ i III / \ \�� TOP OF BANK EXISTING STORM DRAIN RD ROOF DRAIN \ A/C AIR CONDITIONER CONDENSATE DRAIN 1III1RIMIlILEV j37. ,. -SD- -- PROPOSED STORM DRAIN � _ ,� _ . o !!II I) � �, ,, ` ,� \ 1 \ car ,. Ij j! ({) S9 38.0 ca \ o p )} {_,1 I 29 / ! IIljl I 5 1 1 \ \ 1 1! INV 7.1 3g• # , \ �` \ 11 INV=27.1 24 0) it „ $ S ! { STORM DRAIN / j \ 1 I POND \ j SHUT OF VALVE \ D DESIGN DATA. II1 # --� / \ S13 P-12 3 S12 1 BOT POND = 23.00 / t ,� 39.0 / # SD SD SD 3 � t l - _ _ . _ { \ '- \ , J _1 OVERFLOW = 29.50 STORM DRAIN STRUCTURE SCHEDULE III =� I{ D , � II II � /r - / .. !M ELEV 37.50 ~ � _ � 1 HWL -- 2$.50 STR. N0. TYPE REMARKS NORTHING FASTING WETLANDS # ► \ �' T10N 10 629.39 39,738.29 12" DIP { {#{ `J { \ . J J/ NWL = 27.50 J l S1 F.E.S. FLARED END SEC , A{I { / / ELEV 37.5t3 1� MIN1MUj�l I#{I / / �. \ \ \ J J/ INLET NCDOT STD. 840.14 10,548.60 39,715.93 � '� INV 2 .3 S2 DROP _ # {I III{ a / 1 \ \ '�\ / J/ / ! I 840.16 {IIII {{ / / �.` I v' \ / /! / �- 2-EXISTING I T NCDOT _STD. 840.14 4 4,15 39 675.17 I I ; cP .�.. S3 DROP INLET � 10, O � !jl � \ \ .o---..... \ /// I 840.16 . I! Ij I I Ij "_ -` \ J 24 RCP r I RD I! j I! � \ I S4 MANHOLE NCDOT STD. 840 52, 10,208.03 3,9601.72 111 840.54 840.66 ' � 1 ! jl III cn `• ,. \ \ _ L I 1 _ % � E �. S5 DROP INLET NCDOT STD. 840.14, 10,208.03 39,601.72 ! I I 1 C3 840.16 �„ ! i l 01 S6 MANHOLE NCDOT STD. 840.52, 9,969.20 40,157.71 30, jllll 3 / I 840.54, 840.66 /III 1 { { S10 38 l ( 5 \ \ S7 CATCH BASIN NCDOT STD. 840.02, 10,001.28 39,634.34 i l / WETLANDS \ '" RIM ELEV .60 S8 DROP INLET NCDOT STD. 840.14, 10 057.54 39,684.86 1 #{{{{ I11 38•fl 36 s t II 1#I ,� Ou ET 840.16 '� . \ S CTURE 59 DROP INLET NCDOT STD. 840.14, 840.16 10,054.58 39,843.89 00 (! ' - S10 DROP INLET NCDOT STD. 840.02, 840.03, 840.66 10, 018.05 39, 985.66 AL _ .-�3b S11 CATCH BASIN NCDOT STD. 840.02, 840.03 9,966.81 40,157.88 31` S12 DROP INLET NCDOT STD. 840.14 , Nu I { I 840.16 10,466.92 40,004.71 S a S13 DROP INLET NCDOT STD. 840.14, WETLANDS ji! I IIII i 840.16 10,322.67 39,964.15 � ,� l II j Ij{I #II # I# \ q0 _ tN. AL STORM DRAIN SCHEDULE PIPE DATA III{ � III 39.0 '-\ �.-�-. --� •.•� = � � � \\ '� DOWN UP DOWN UP 38.5 FROM TO PIP- PIPE LENGTH SLOPE STREAM STREAM STREAM STREAM LINE SIZE. STRUCT. STRUCT. TYPE NUMBER % {FT) {%) _RIM RIM INVERT INVERT / •..' NO. NO. CLASS (IN.) (FT) (FT) (FT) (FT) # ,, ( i . �- { 37.72 .-- 34.75 25 00 25.43 P--1 S1 S2 RCP III 42 106.1 .5 - S3 RCP 111 36 148.9 P 2 S2 .5 ' 34.75 34.75 25.53 26.28 - S3 54 RCP III 36 62.88 .5 34.75 35.48 26.38 _ 26.69 I! If1 r \�\\\.- P--4 S4 S5 RCP III 36 14T.7 .5 35.48 35.20 26.79 27.53 (ill 1( 28 \ \\ \\\ \.,\ ,,.,.„ .+."""__ _ �. •. r- S5 S6 RCP III 30 119.8 _.5 35.2 36.70 27.63 28.23 ��= -= = �= _� - I \ •. _ _ _ _�_ _ _ 'Ji \'.. ...^.. '++.�1"+r.`-•-r' `•` -•�""+~ „"' „- ,� ""� ` \ \ ••r .` '+••.•".�•' .•` "- `..w. 1 ."w ..•,- •".'.'. � - - - 35 ..- - - _..m. �.� ..,..�� ..r �r r.+ .r• ..-.+ ..+ a• _ ...+' "..• a•• ....�. -,,,-. I+r ��� .,,... w�_ ��. �' IP .•.+. -. �. 36.70 35.94 28.33 28.90 ~ = .�'Fzz- -- - - -�8'!! f / -r = -�' = DIA P 6 S6 6 S7 RCP 111 18 113.4 .5 - = _ _ =7 S6 S8 RCP III 24 121.2 .5 36.70" 35.40 28.33 28.94 �� ~ -__. j /,, \ ,�1 - 29 == ^=Co =-. S9 RCP 111 24 159.1 .5 35.40 37.45 2904 29.84 "--INV OUT 28.45 '- `' - -- ,� -.. ► 1 INV 26.85 ` `� -.. -. 28 ._. - - - - NV IN 2 CA P-8 S8 - P-9 S9 S10 RCP Ill 24 149.4 .5 37.45 37.60 29.94 30.69 18"RCP -` -- - ,, -- ... _ _ '' -- 31 -- .�.. - _...._.. - - - ......,........ - .......,. - - � f 1 ...- ,,.. » .. -- -- 32 �, NOTE. r ,- .. 03 25 909 MARKET STREET t 34 . �40 RCP '� - _.. - - - _... - _ � WILMINGTON, NC 28401 - S11 RCP 111 24 186.3 .5 37.60' 37.72 30.79 31.72 j -- -• -- ---BUILDING A IS NOT IN CONTRACT, I (910) 762-4200 P 10 s BUT SITE WORK UP TO 10 FEET •,,.,,, ����'`�� 11 24 300 .5 34.75 37.50 25.53 27.03 ' 33 " -- - _.... P 11 S2 S12 RCP I `` "" �" OF BUILDING PAD IS INCLUDED IN '+°" Office Locations: P--12 S12 S13 RCP 111 18 149.9 .5 37.50 37.50 27.13 27.8$ INLET TOP 31.03 THE BASE BID. 11,1' community infrastructure consultants North Carolina Georgia South Carolina Florida INV IN 33.94 APPROXIMATE EXISTING GROUND 24' ASPHAIL 50 WETLAND BOUNDARY 40 �E* K#7 0 M Od M 10' MEDIAN 24' ASPHALT 24" CURB & GUTTER PAVEMENT APPROXIMATE F ENCELlNE APPROXIMA FENCELINE 50.0 50. ' 81.34' 50.77' 2 3' DRIVER TRA114ING PAD 2' EXTRICATION j C MMERCIAL PIT 1 B R 'a ` - ,.. #1:r, i" u. ,., • r _ «.h s .. .. a a , cn, .rest—•.z 5 S9� i .,t h y v' '.,x i. , ,r�-....rW,: ,S.a ' M`.yr'a'":-.+YdEwx:� r. � �n ��° .A)t3: 3 mil" �` ;:.>x�y , <'<S.•a y zs,.7:. , •30 39. 0' 39.50' 39.55' 38:3�' ' ---` 38.81 `_.. S01 SC • 37.8 8 39.74' �.WATER - 35.8 „� LINE SOIL SP--SC ... / SOILS SC 8.46' 37.82' 36.82' SOIL SC SO L SC --., 15" STORM. SEWER B-5 SOIL Cl-B-2 SOIL CH SOIL CH SOIL CH Ul B_ 8 B-16 B�-15 d e^ M N p (0 h h t0 M 04 (0 CV 0) 00 M 00 M 00 M 00 M 00 M 00 M M M M M M M t6 M tti M -4 M 0+00 1+00 2+00 3+00 4+00 5+00 SECTION A- A SCALE H: 1 t� -40', V 1,. 8' 10' MEDIAN 24' APPROXIMATE ASPHALT 24' ASPHALT 24" CURB & GUTTER FENCELINE 24" CURB & GUTTER PAVEMENT PAVEMENT --7 //f 50 ,WETLAND BOUND - 40 30 I —10 —20 O 00 M av 40 30 20 10 0 —10 —20 y w 4�SSi t�j►�4•, 0 S ` Q 031251 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ®>.,��► Oi®ieo�`' 909 MARKET" STREET �!#�®� WII.,MINGTON, NC 28401 SECTION, B-•B (910) 762-4200 SCALE - ci LJKft;m* UN office Locations: H: 1" -- 40', V: 1" -= 8' community infrastructure consultants North Carolina Georgia South Carolina Florida APPROX MATE RY 94.0' 21.0' S6 2' 32. ' 56.4' FENCELI E 280' DRIVER TRAINING PAD APPARATUS DRI C 2' MAINTENANCLJ 0 T R ROW _.. WW 11 ° SHELE • ; - •%C.•s 'nil\.:,. ,'+ f C .. ..,.... _ � .�0 SOIL SC 39.20 - SOIL SC h , SOIL _ ..- ,�...----=-• ""' -- --.-.-- 37.75 ::::7— � _ �� J27 .. ,�,OI WATER 39.35 _ • SOIL SC 37.65' SOIL SP SOIL SOIL SP—SC ` ---- SOIL SP—SC �� �, 28.19 N SANITARY SOIL SC- ;BOLL SC `— -"` 12-•27 05 SEWER SOIL SC '��� ` ` $" ��t3LP ND STORM 2 •o SOIL CH EWER B 4 S IL CH SOIL CH �.-• ' B-13 B 12 SOIL SC B--1$ OD N M OQ M N 0p T7 00 M T h M 00 tLi CV (6 d ui O Ui d 00 "i t7 t3 OV M try M M M M M try M tq 15' MEDIAN 24' 20' TEAR 24' ASPHALT CONCRETE 24" CURB &GUTTER 50 BUILDING GAS ASPHALT PAVEMENT DUMPSTER WETLAND BOUNDARY 40 30 20 10 20 10 0 -10 APPROXIMATE FENCELI E FENCEL NE , ' ' ' DRIVER MNING PAD Of R SIDENTIAL r�''i 3 rs`sk't^•�'?b f;.,'yl �% : 'k..'s..r' _.:,- rc£ ; `;:..`xs€�ri' '.i�'di..c,# p 1 , 38 4 —"�7 38 2i 7152 38 70' 38.483916 _7: :r--,.... IS� c T/BAN — SOIL P--SC`"' 38.66 SOIL SC 38.70' r 6" 38.20' $ -V,r 28.19 ON 12- WATER SOIL SC _ ...._. _ _' 27.50 PEF LINE ---- LINE --- 8" 4" ��TORM 24" B POND SANITARY STORM SEWER 8--10 ,� SEWER SOIL CH SEWER B--11 co to rn o0 cD r• N N w• 00 tV O u? 00 00 ri M M M h M r: M �p M c0 M Ui M M M M M N cq d -20 OR CD t7 2+00 3+00 4+00 SECTION C--C SCALE H:'1"=40',V: 1"=8' 22' SPHALT 18.5' ASPHALT PAVEMENT nA%IM Ar—AIT—. - .t4, 30.00+ 30 7-05 JANENT POOL 24" CURB &GUTTER 24" CURB & GUTTER 24" CURB & GUTTER 4 24" CURB & GUTTER 20.0' 2 .2' 175. DRIVER AINING PAD 2A, 65.00' FUTURE CLASSROOM BUILDING 1.0% —,_... 0.77. 1.0% 2. 5% 2.0 1.757. 1.2 9. 5% 22—. 38.0QME .. . M� — " 36.70 ,7��� 36.33 t. ;,.,:v .51a 3 , .25 35.3759 SOiL SC 6 — — _ --- '-� 36 00 . x : -- ;' w35 w . _ 33 isiiN T/BANK re 28.19 C SO L SP N 12-27- SANI TWARY SOIL SC 27.50 PERMAIN SOIL CH SEWER " STORM 24" WATER --__. 24" `,/ D EWER STORM LINE SOIL CH `— STORM — 0 SEWER SEWER SOIL !CH B 1 `--. `SOIL :SP—SC SOIL SC B-9 0 00 O CD M h N N !) M M M M !� M M M InM M M to M InM terry 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SECTION D--D SCALE H: 1"=40',V:1"-8' 0 -10 -20 • ,os,, SS z' ¢ SEAL � s }' 7+00 8+00 ���se�' ®• 4�,lsy`,? 909 MARKET STREET WILMINGTON, NC 28401 (910) 762--4200 U1(vwwr;'hXS0N1Lw Office Locations: . community infrastructure consultants North Carolina Georgia South Carolina Florida m o SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE pm O fiENERftI NOTES: 1-1 yam, o -v IF SPECIFIED. 1.1 +-a -ta S a } N +-e ?- -( 1 EXPANSION JOI C ^-i 2" WEEP HOLES }- " i E - ¢ x Y "--� USE CLASS "0' CONCRETE THROUGHOUT. ¢.�"� ,¢.+• Z STATE USE OF SYSTEM ON COVER Q¢ 8n E 4J-s" a' s" ¢�t� h {q p (I.E.: SEWER, STORM DRAIN, ELECTRICAL) E- N o xr`x . Q C7 Q PROVIDE ALL DROP INLETS OVER 3'-8' IN DEPTH WITH STEPS t2" fir, o O C 'n _q Co ON CENTER. USE STEPS MICH COMPLY WITH STD. DRAWING 040.66. � ..) p M ( Q `11..j G) �'' Lt. � p M �' i' Q `�1 � Q » r $" $" 11 _.)z x -4 A7II, OPTIONAL. CONSTRUCTION - Y(XMITHIC POUR 2" KEYWAY OR #4 BAR DCWELS AT o O co x , M x .. � x � ,� TOP OF COVER O O � � � W � ..) x ,�" �. #4 EQUAL SPAC BARS V'ES S 840. 03 FRAME i2 CENTERS AS DIRECTED BY THE ENGINEER. ^ iri 1f�i" 12�" GRATE &HOOD Lif OG "� U_ p O � Ci " i X X LL1 Lt L) o C1 � a uj u_:t x Q n � 3rr ¢ x - y USE fORtt3 FOR THE CONSTRUCTION OF THE 807TOR SLAB. Q S p 1 U Ci r .. ! r U = O {n JQ - IF REINFORCED CONCRETE PIPE IS SET IN 603TOH SLAB 4F BOX, ADD TO SLAB (.» 1Q-1 ~ Q A 0 A p B < E' =OOQ Fd- h:� Q t AS SHOWN ON STD. NO 840.00. N'O ix- C LLI "'- ' •1i O h O tohi, Q G)Qr,LL.1 d Qom, arts CONSTRUCT WITH PIPE CROWNS NATCHINO. O O Vj 0 w Z o 1O-t :T+ e w �- 8'•D" Co Cr 5S" -" ; INSTALL 2" WEEPROLES AS DIRECTED BY THE ENGINEER. . i-i �„ ' �► Ir -A^! q R ¢ oq PLAN �..' 4 INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A E " 1 "4 � L _ _ _ r _ J _ _ � -_ _ _� L _ _ � � � � � i i , W y � 13. t-t 0 t t POROUS FABRIC BA4 OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r Uj p 90 • ' w o t!1 z � m u J � � u CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r G o CHAMFER ALL EXPOSER CORNERS 1". o. t � a Y^( DRAWING NOT TO SCALE. R. � � TOP „ BOTTOM OF COVERC� „ °? USE O FLAT UNDER ExPANsxoN JOI NT PLAN 1++ H. WITH GRATE & FRAME REMOVED DEPRESSED GUTTER LINE PLAN OF COVER EXPANSION JOINT' «, r �-g--° •# BRICK COPING(INCIDENTAL) j}C � TOP ELEVATION p x o � Z PLAN OF TOP SLAB SECTION S-S o i- rn PLAN OF FRAME m ELEVATION OC tL !r7 ij-1ii�"-- 1^ 840.1$ FRAME a ! ' l4, ®ro• NOAktAL CURB AND !#U TER ON LIGHT GRADES D- H 'a,' H & GRATE !3 ..� S ti t9 J/ y _a fn ®o vv +ri fn HOWL GUTTER LINE Q LLJ -�� #4 8ARrw x 2'_j „ N ",� '�'" EXPANSION JOINT n iL rM $" A $" iral 8" iv '�' 1-•L , ii -Q Q S m Q $" E #8 "W" BARS N4 BAR " TOP $ Q "•1 --I ' IL A i r i 1 'r rr =10 �po Q -! "'� » n -«{j[ » a USE ON GRADES VER 251s __ELEV� Li .� D _ �. z @ EO PA E ^� t o M l� C1 x ( !�win {ori 0 ,Ll ci yv �- DEPRESSEn GUTTER LINE p co:::/ a 8' 0 M ® � � � tfi � � `+ EXPANSION JOINT � �-0 Q cc lud - (� ,i / ._. ••,. \ �Mw A tr n ' rr DOWEL �¢., h D TYPE #1 3r tt -W}^+- j�rr P if. i=r D DOWEL ELEVATION i-- �~ to / •. "� ice-- W SECTION R-R NORM CURB AND GUTTER ON STEEP GRADES co UA H m SEE NOTE DQWEL(SEE NOTE) MAX. PIPE THIS SIDE N ® 1'Lrr (r _ � " x "it fro x N m Z SECTION X-X c er1 '' c� � z r v, 0 SECTION Y-Y ; ® o G) �' �� �, t�i ca �C: 'rl ALTERNATE 1 -10'$ o SHEET 1 OF 1 �z W SHEET 1 OF 1 SHEET 1 OF 1 ` _ SHEET 1 OF 1 SHEET 2 OF 2 SHEET 2 OF 2 1840.14 841840 84 TYPE #2 ASTM A-48 g� * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT t} a 4 a 54 ti a 54 0*#v a V2 Olt a Liz m n p O tpn NOTES: ,r q 0 a M o 0 C7 1 DEPRESSION n : n H r.t'D INSTALL ALL STEPS PROTRUDING 4 FROM INSIDE FACE OF STRUCTURE WALL. w N 'v S as .�.! N rr 3 -g h� .� STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED f-� .�-f EXPANSION JOINT p. %' p�„t • � 1' , 7§'8tr 1►• 7h"' 1 Q THE ENGINEER WITH DETAILS OF � tiE PROPOSED ST&S AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ¢ }" . . �p CA z g» E n r n ¢ "� It rr }" to Q z ca �a0op 4'B 4'O z~ ep-a ¢ 07t7 to i �$ -r..� .-- 1 'g ,-t c= e'3 c� ro o �a we e " i 1 n » 1-4 c Q, e� %� tL...i a -c C -i O{ LL. J Q t"1 Z 6 Q _4 � -O•i #4 BARS "V" 8 8 La J 0. r-1 m a - r rM H t O Q y x H x •=1 x ?+ �9' O Q co r-e --t yUFAU" . 840.03 bFAAME Q Q ca= H --f N t { to " L7 Q zi `# LLL ! xx LL 00 n 1 i L" 1 j r2" GRATE &NOD w ¢ U. " ��nm G G E , E �QTn 1" ¢"A�"QCD "np s \ ¢oc',�o., .. - t alit:=0000 � T' '� 't3 t 1 co 1­ y 0lmq tL ZHptQ"pT1 1u thAso ix- GILJ ��� 'tL \ fJ}x•U z H ' n m IQt -,f M y m a v F---- B=•D" 0 WCC " A 1 �`� i"'r?-s -< a, w ,r r� a 1-4 { w r � � r��n R � to P� Ah f a" o o r ` O m :L ++ CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES q o 0 SECTION G-G ttt a M'- H tE Is - - TOP N„ ro 1`-41" 1r-aye„ F-•'i-1 ' :! i. PLAN SIDE r "v, 07 m USE ON FLAT ELEV. EXPANSION JOI r t tr a tt PLAN OF FRAME ELEVATION GRADES. 28s AND uNOEA i -7%8 1 -73�8 PLAN SIDE - aa _ S 3 G l r CAST IRON ELEVATION j _ , » u DEPRESSED GUTTER LINE - EXPANSION J0IN7 w m ow PLAN OF GRATING d' Vf PLAN OF TOP SLAB SECTION S-S ti :g CC wo 2'-81/4 CAST IRON � � � � � � � � � ELEVATION ow !- 141*i" �""' ® r" NORMAL CURB AND GUTTER ON LIGHT GRADES t'-n ' '8----------= CAST IRON , Co CAST IRON z _. C tC-'n Z L w � � ELEVATION ELEVATION �`�'[[' la �Q EXPANs10N DINT twatou QvrrER LINE ja N ja M Q to '� m .f L�` •') --} n rr 8» E� #8 nW» BARS a #4 BAR " TO,EV. g» d iI. » USE ON GRADES VER 2% - D �u- �grr et t, o� �p tini>ri PCE -•.-_ Gi�V _ "i v �$/8 a #b BAR DR C C'� ?+ ! -- -„ ( REPRESSED GUTTER LINE Doc dS {Zr 1►f 1 rr rr a sE " #8 BAR csi y Y 8 -0 t <_ r�tt t n 1 L3 i iu B7<rr c i ° r o t7 ,r EXPANSION JOINT _' ® Q 0 18 3 -3 „ E4. o C� QALV D. i"- 2•-3 - '� t7 lt, 1�je 4/ Q t7 » n 1 ° B 1 +� M Q i7� �C3p Dp j/8l! �8ft �8ii �81J L� f . i0 U rJ k o t-t co {� .' D 7 -o DOWEL ELEVATION t- t- ' p A r .3 -0 SECTION R - R NORMAL CURB AND GUTTER ON STEEP GRADES L1C N SECTION H N Z tor - ,!3 31-2'r r- rr _ M 1. u! Lii POLYPROPYLENE a `� *'� PLAN_ fri O. 1�t4 O yr2» SIDE PLASTIC SIDE M Z O w 0 LU 60 D! �» r--- �, e ELEVATON PLAN $$ Jrto (� COMPOSITEELEVATION LLI Q CO O 3+_ 1 " iv CM 13/4 r, tV tit a " ih REINFORCING STEEL (37 , t! 3 -6 r !r g ELEVATION #3 DEFORMED 12" NOTNUSE IN TEFL DEFORMED SANITARY SEWER MANHOLES. SHEET 1 OF i SHEET 2 OF 2 DIMENSIONS AND QUANTITIES FOR DROP INLET{BASED ON N. HEIGHT, H DIMENSIONS OF BOX & PIPE CUBIC YARDS COMO. IN BOX DEDUCTIONS FOR ONE PIPE PIPE1 SPAN IWIDTH MIN. HEIGHT D A B H BOTTOM SLAB WALL PER FT. HT. " =., C.M. A.C. 12" 3'-O" 2'-0' 2 -0' 0.222 0.222 0.692 0.015 150 2-3 0.848 0.02318'r 2 -$ 0.7fl3 fl.039z4" !20*02j4g 3 -O 0.014 0.059F.0" 2'-0' 3.8 0.222 0.222 0.92b 0.092 \ SECTION 8-B Lu .- 4%u 2r-0�rr,__,�' \ / \ MINIMUM WEIGHTS - LBS. FRAME - 180 + COVER _ 120 SECTION A -A i TOTAL 300 \ / SPECIFICATION \ / CLASS 30 IRON MEETING MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN SASED ON MIN. HEIGHT, H, WITH NO RISER) • DIMENSIONS OF SOX AND PIPE COMER DIMENSION CU. YDS. CONC. IN BOX DEDUCTIONS* ONE PIPE PIPE $PAN IWIDTH WIDTH SPAR IMIN. HEIGHT BARS-U NO. LENGTH BARS-V NO. ILENOTH BARS-W ND. LENGTH TOTAL L.BS. TOP SLAB 801TOM 8 • M v D A B C 0 I R E F C.M. I R.C. 12" W+-Oo 2'-2" 2'-8" - - 0.936 0.772 0.016 0.026 16" 3'-O" 2'-2" W.O. 0.985 0.829 0.023 O.OSS is" 3'-0" 2'-2" 3'•3" 0.235 0.887 0.033 0.045 24' 3'-0" 2'-2" S -9' 0.236 1.001 0.059 0.085 30" W-O" 2r-2" I S'-40 4'-3" i7-2" 4'-OP 4 1'-6' 2 W-9' 3 3'-9" I 39 0.123 0.921 1.433 0.092 0.07 36' W-O' 1 2'-2' 13,•10' 4 -8" 1'-8° 4'-0' 1 4 1'-11" 3 W-9' 3 3,-0" 43 0.161 0.358 1.714 0.132 0.178 49" W-O" 2r-2" 4=-6" 5 -3 1'-6" 2" 4 1'-B" 2 2'-i1' 3 2'-11" 32 0.i12 0.318 1.TS6 0.180 O.= 48" 3'-0" 2'-2" 6'-Orr 6 -8 2 =0' 2° t31-2" 4 2`-3" 3 2'-11' 3 2,-11' 3b 0:f46 0.362 2.D52 0.235 0.317 64' W-0' 2'-2". W-7" 6,-3" 2'-7° 4 2'-i0" 5 2'-tt" 3 2'-11' 41 A.180 0.388 2.38T '0,28T 0.40i C3 � Lu SHEET 1 OF 1 SECTXON -E - E SHEET 1 OF 1 SHEET 1 OF 1 SHEET 2 OF 2 840.16 SECTION F - F ELEVATTflN /•� 1840.16 844 a 66 SECTION A -A 840 a 66 F846.62 *RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840 . n; GENERAL NOTES - '' -y - 0 C7 � » » "Co p -p _ *-1 CA "Si r~ f INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL 1-?. t"+-1 i2 12 t-C�1 u"E",.y USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. CENTRIC + L T B ¢ Q d [-I• `� 43 CON DIAMETER WAL OP/ OTTOM AREA OF STEE4 e[)Q„ H :2r NOTE; USE TYPE „Frr AND r+Gn GRATE z SA it Q ¢ �pppo� 1QGCj Hpt� UNLESS OTHERWISE NOTED; o� GGj 1OL O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS CONE SECTION {F T.) THICKNESS SLAB 'THICKNESS PER VERTICAL FT. t-t p C} r . o � �t7 � - C "1i CA ACCORDANCE WITH AASHTO M199. LL _J t-t 1-s to LL J CL t--t p'1! .� -Q-! i _j a. o S } n (IN.} {IN.} (SC. YN.} ogco= '" �-} y BRICK o'•�.' :.vC`9� oQpx !-! � m h OOca= t-i ") „3'L ASSEMBLE RISER AND OWE RINGS WITH THE STEPS SPACED 12 %•, t)i p Cy --t MASONRY M to � LL � 0 p n m � ���cc Q C) FROM THE 70A TO THE BOTTOM OF THE MANHOLE. 4 4 8 OA2 hto Q Z YYd "Ti Z► .o . oqc • oo CONCRETE fILL QuQM� 2" max W x Q WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT x Q b 5 8 -0.16 E,, x . t•i x CA Q C3 x LD "O 'T! THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM Z D-t r. » ' g 8 12t 2:""O '11 _ - „ !^- x ~ z 1-4 # N h T f` � u�{ t:7 o y OF $ ABOVE THE GROUND AT OTHER LOCATIONS. 8 0.18 O O C Q H __ • . • fJ� Ls. tQ-4 o _ _ p )"" U- O ••I ill �g � SECTION cc M �• a z _ + _ SECTION LL CTIO MM q <L LIMIT DEPTH OF FILL TO 301-0" FROM FINSH OWE TO TOP OF t = rl Z "y in - , d': otoo +} 3> �" A >a �'+'- BOTTOM SLAB. D t-s-s -G G' o , od Fe «� C�-__ _� A ALIGN FRAME WITH INSIDE a f..N a_ Q O ° THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE CA ' rr o p tdJ C1 Q O r -� E� EDGE OF WALL TO ALLOW - r Lt! p 2 THINNEST PORTION OF THE `TOPISOTTOM SLAB. ALTERNATE CONE SECTION GRADE RING ' 2 ' o z ��--� FOR VERTICAL ADJUSTMENT •o: 1" t CI • TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB RAS o o. MIN. AREA OF STEEL C"� WALL SECTION :a:' c �� 111 A DISTINGUISHABLE TOP AND BOTTOM. ECCENTRIC CONE _• IS fl.07 in.'t G� L •-:: r SECTION - BB � SECTION OF MASONRY SECTION OF CONCRETE m 'a 2 'W' $" Max. SPACING PIPE PLUG FIFE PLUG, �.} SECTION - PP srcrloN - NN ,, ADDITIONAL LOCATE WALL REINFORCEMENT ® » . �° T MIN. CLR. #4 REBAR IN MIDDLE THIRD OF WALL o PLAN = 4 �, QUANTITIES00 CO Q = x FRAME, GRATE, & H000 A5S`Y N'rt� iv H '� 1..92 oil.- OC �} IT1cc f-i ' L� « "'� rt± PIPE CUBIC LL. C-7 '!7 - -- ' S, tL 0 p 1" MIN. USE MIN. AREA OF STEEL IN TOP STEP STD. SIZE YARDS 0 ia+ m ti „ yy {g CA IT, CLR. SLAB"OF #4'S 0 8" CTS. NO. 840,86 N . ° EACHWAY/EACH FACE *. AS H Q Off. x 12" 0.029 t»1 p v x FLAT TOP SLAB {{CIRCUMFERENTIAL y-.IL a REINFORCEMENT} +Z U? u NOTE: NOTE: x Q Cp RAM � OA,>a 81t.. ,�. a 15 0.045 o� to Gi -4 EITHER BRICK MASONRY OR USE PAY LIMITS {C.Y.) FOR PIPE PLUGS D ADDITIONAL #4 EACH rn1O tFaRt,xi NO'� ® - Q D 12" IN THICKNESS ONLY. = �' •-i �' SIDE OF OPENING {1" xRAMO DE t,�wtxaa NO.37 ADDITIONAL #4 EACH LQNGITUnINAL "00 2' 1B" 0.065 CONCRETE MAY BE USED. I► C a BOTTOM FADE aw.0 SIDE OF OPENING (1" REINFORCEMENT {MIN. Q ':Q C7 0 ~ '-I C7 K y CLEAR OF No.4o FADE RISER As = 0.12 19.2 FT.} tt; .►� &0 T► CONCRETE K. JUMBO MAY BE USED IN LIEU 4F tr.gj : v CLEAR OF BOTTOM } + 24" 0.116 CLAY BRICK. JUMBO BRICK WILL BE Q y �c7 A PLACE BRAS •DIAGONAL 00.E Q v r =) l!*'� Q PERMITTED. o �, w v SECTION AA N TO CORNERS (TYPA It ;4 oft Q MINIMUM DIMEti8IONS AND OUAMTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H. WITti.NO RISER) * DIMENSIONS OF BDX AND PIPE COVER DIMENSION CU. YOS. CONC. IN BOX DEDUCTIONS ONE C.M. PIPE R.O. PIPE I SPAN I WIDTH WIDTH I SPAN IMIN. HEIGHT BARS-U NO. i LENGH BARS-V NO. LENGTH BARS-W NO. ILENOTH TOTAL LSS. TOP SLAB SOTTtMd SLAB M"M' M tt T 0 A 1 B C G H ' E F 12' W-O" W-2" .. .. W-9" 0.236 0.772 0,015 0.028 is" W-O" 21-2" S'-0° 0.235 Q.829 0.02$ 0.038 18" W-O" W-2" 3'-3" 0.236 0.887 0.033 0.049 24° 3'-0" 2'-2" 3,•8 0.235 1.001 0.059 0.085 00" 3'-0" 2'-2" W-4" a-30 1'-29 4'-0" 4 V--8" 1 2 W-9" 3 W-9" 39 0.123 0.321 1.433 0.092 0,127 se" W-0" 2'-2" W-10" W-9" I1'-8" W-0" 4 1'-11" 3 3r-9" 3 3'•9" 43 1 0.161 0.358 11.714 1 0.132 0.178 42" 3'-0" 2'-2"Je 4 32 O.H2 O.318 1.T38 0.i84 0.243 48" 3'•D' 2'-2" 6'•0" 5 -8 2'•0" S,-2" 4 2,-3" 3 2,-21^ 3 2'-11^ SS 0.145 0.362 2.052 D.235 0.317 64" 3r-0' 2r-2n 5'-7" 0 -3 2'-7" 3'-2" 4 2'-i0" S V-11- 3 2`-11- 41 10.18010.380 12.387 1 0.297 10.401 0 = �3 i it rev _ T rn Cf o K +N N ill _ G N w a NO.ss 1 r r < Ci C3 , SD 0.182 'Q'.'D CJ3 SB" 0.262 O Q L M v A7- > to z m z ��/ .`, FRAME &GRATE !�, �� ��1 = = r! 42" 0.958 txI) W n ® SECTION - JJ x n Ci FRAME PLAN a =W{!1 _ _ SEE STD. 840.b4 G! u „ 3r-OT/ n 53' r+ 1•4 Lu G3+ Q 1 q 1 a a trS O ---- �i1tt tt ! . T a FOR MANHOLE BASE .2 M C?t 48" 0.466 ij= = tit r t ! r�i'3� +� RING ANO COVER. o . .�' �", Q a T� -'11" i R 3" R v REINFORCED GONG. x fi4" 0.889 iu 0 N ®7D - 1' - FTO. SEE STO, ~ i' Z "irt O j^-- ' RIL EQUF{� IF C 60" 0.727 u 2 •0" t,�" USE MIN. AREA OF STEEL t REQUIRED) �'ii brr sn i rr r '� r i , IN BASE SLAB OF " .3rr 3r_0" 3 n "rr ' �______0,12in�PERLINEAA______, W �. �' .' FOOT EACH WAY SECTION - KK ;- t ,r SHEET 1 OF 1 MAN flLE OPTION TYPICAL MANHOLE SEC_ TIQiV sREET I OF 1 SHEET 1 OF 1 SECTION RR 2 GRATED INL9 OPTION [J 84tD a 5iz 84� a 7�1840.71 SHEET 1 OF i HEET 1 OF 2 R 4� @ SHEET 1 OF 2 8 84Q a 7`t 840 a ®3 HOOD ELEVATION 1840.03 11 1K)!�I q PRELIMINARY DRAWINGS T RELEASED FOR CONSTRUCTION a' SEAL -? 031251 909 MARKET STREET VALMINGTON, NC 289.01 vv.m (910) 762--4200 ffAll rr131n/i11tL`! Office Locations: community infrastructure consultants North Carolina Georgia South Carolina Florida PIN I� I I I I I cr/;__ _��- X Project No. 1 1 1 I . 1 -1106 I i i i i i i-i i iFn_1 I I I I I 1_1 I I I I I M I 11 ... 6.� I - I Date F/C P ".--- I PPIL )) 1 12/19/06 c P2 Drawn IV, I.,.*. 9 - /'�,N�At t> .....-1.. .. Di�Y . , C .. ... .'--... R25.5' LOOP ROAD LOOP ROAD �, .r R25 I Checked .'"`.` � 21:5i*, .. , ... .'. F/C P17 F/C Pig , . F/C P79F C P , Sd�.. . . . . . . . .,.,'.`.`.`.'.".'. . . , . . _ . . . . , , - WET 10..... ....... .. .. .. .... , . ....,�..�...�.�. - Revisions .... ... , ....... .......... . . . ... ....`.•.`.`.".`.•.`.`.`.�..`.•.`.".`3�.'.'.`-'-'`- �GUR€-"�E•RA7faiV�ATI.0�1•'-'-`-'-�' _- ..... ............... ..........,......... ,.,. ... .... . I • . • . •lr•i ` V,y�y .q .y,,,r ,.s,,,�•ys• .r . . c 81 A11 G A T E EC. GAT y � I .�.�. ... " .. R1 P7%�� R .5 R11.5'F/C P18 + � F/C R12 0 P82 . � . ` / \ I oo.`.`.`.`,`.".`.�.`.`.`.`.`` o R 5 6 5 t 0 AL AL Is t Az .�'� O R5.7 g'� 41, R6 5 151 R 5 cJT •,�. '! t9� �- - v .�' I -P � - - N -,- `! +y 4 S7EWART -COOPER-NEWELL F F F C P 4 LF `- """ ARCHITECTS PA ,a� F/C ` �► P8� .j �. P27 ,'.". TT�s MWING Is THE PROPEW OF :•'P' `.:: - . = • j sTEwARr-COOPER-NEWEti MCFITtECTS PA ► «err ' ? x AND . SUBJECT N FEDERAL NCF COPYRIGHT ,:.m.:= .,*+.. + ...."..... .�.�.�'..,.....'.."�..,...���..,..*."......-, I ..... ­ 22.5 LAWS. THIS DRAWING MAY NOT � m REPRODUCED, MUSHM OR USED IN ANY M f � WAY A R -CO THE WRITTEN PERYtS CTS, OF "J d• PA CTS - ARGHfTE ART -COOPER NEWS!!. ST£W 0 111 U i�6.5' , . Pi � A `f` "." eq ' 1 i 4:5 . .....:.."'......"..- .`; I ... IC GA..... F--.*** * . '. -�.."_._._ `f.2 . ` •F ` `E/�. 22.5 ,f..Ne � .. Cl. `•D. . 2s- • P�2p /C P12 ' -F . `P25 F C ,C P / zi ." .."% .. F31', f .y........ R .5 COORDINATE DATA POINT NORTHING EASTING 1 9809.99 39406.58 2 9877,58 39440.13 3 9827.31 39468.15 4 9855.17 3947296 5 NOT USED NOT USED 6 9803.26 39532.06 7 9844.09 39496.27 8 9853.42 39506.26 9 9794.54 39560.42 10 9890.04 39662.79 11 9948.92 39608.63 12 10025.73 39655.78 13 10042.62 39634.06 14 10057.07 39638.13 15 10067.06 39547.44 16 10081.46 39511.50 17 10072.72 39522.02 18 10119.01 39562.09 19 I 10137.14 39540.21 20 10105.56 39604.01 21 1 075.35 0 39680.13 22 10096.07 39717.18 23 10200.10 39746.53 24 10191.59 39733.74 25 10194.30 39724.12 26 10217.52 39715.46 27 10306.41 39660.68 28 10242.23 39722.43 29 1 10268.66 39739.23 30 10 254.00 39791.20 31 10249.94 39805.69 32 10241.79 39834.57 33 10192.18 39628.45 34 10211.43 39633.88 35 10292.29 39656.69 36 10183.96 39766.92 37 10204.72 39803.82 38 10196.54 39832.81 39 10159.52 39853.54 40 10065.12 0 39826.90 4i 10044.39 39789.88 42 10052.54 39761.01 43 10089.56 39740.28 44 10026.97 3969230 45 9988.76 39707.18 COORDINATE DAB%_ POINT NORTHING EASTIN 46 9971.38 39768.77 47 10017.04 39781.65' 48 9967.90 39799.31 49 9932.63 ` 39820.48 50 9922.10 39857.83 51 9972.19 39872.02 52 9905.15 39917.88 53 9955.26 39932.01 54 9896.99 139946.76` 55 9917.73 39983.77 56 10035.70 39960.95 57 10058.24 39881.07 58 10095.26 39860.34 59 10177.15 39883.45 60 10197.79 39920.44 61 10175.22 40000.41' 62 10138.24 40021.05 63 10056.44 39997.98 64 1 10131.72 40044.15 65 10013.26 40010.73 66 9976.24 40031.45 67 9954.25 40017.26 68 9915.85 40006.10 69 9893.91 40083.85 70 9933.43 40094.55 71 9889.66 40121.62 72 9925.90 40132.97 73 9955.49 40105.00 74 9964.60 40127.79 75 10093.71 40178.89 76 10130.18 40160.09 77 10152.45 40081.17 78 10461.10 40160.57 79 10364.20 39,604.25' 80 0 67.74 1 3 39 , 632.26 81 10435.42 39624.34 - 82 10417.41 139646.28 83 10600.32 39697.83. 84 10431.21 40304.76 85 10306.41 40304.76' 86 10194.80 40037.00 87 10188.27 40060.11 88 10086.74 40126.70 89 10019.68` 40064.83 90 10120.50 39963.62 91 10106.81 39915.77 92 10144.53 39818.14 93 10104.55 39775.68 94 NOT USED NOT USED 95 10275.01 39667.28 96 10014.13 39735.11 97 9996.06 39754.95 98 1 10013.67 39873.33 99 9991.49 39951.93 100 9944.66 39533.49 101 9967.28 39534.27 F C P24R6.5' P29 g'.' 'P.f:Q.:' ` 6.5' . " • •,", F/C P22 F/C P23 ` ` Jr�_ • 22.5' .-,'��-� P43 P36 R6.5' P. -�-, �.'....�, :p' 9s.'' �.***:".".��.:_:.�...--:....:,_...-..:�.%.�.� :.--,�:�.*-... •• .-�.:�., �.' ;'. .�.'­ .:o• 3: ..',.'*.. .�,...:'.*...,�.-.� .' a'. -,, 3 ....:J-. ,-.... :':''. :'R'•,'' 93•.:• N . ,. R c G .. P4 2 :�'�':'. :' R6.5 :78.5 , -� 1= .. :�V I " o ` 4v ' EWEQ 9 ' -`-:i Q � 0 y ` �1 i o �c F c'� ..`� N oa UC,NO. •.. �� ~ w : 51313 P83B ,. .+ � . . 3t, -.� R211.31' I I . `� I - G . ' �.:1 oia qST � " � 1 I i • .a I w N o ..1.EXISTING STORMWATER POND I 00000 . 4) 0 .4 `P .83C. . N 1 d viN' I .r� s m E. + �•- css a> o O . " F'- s :=o®3Z -. ,X.t.*�\N Zo o .lc v R6 .5 N U ` a' to ,� C) 8 30 7'• r .® P` Cr+ . ..,., 1.. %� *. I I *.*1. �'..,.,_,..I1., -..-'*.�.�-I'.-..-"...'.,..'...',.�1.. '.�....-%. .._"---,,'....-...I 2 .5 3 '' 2 ii `.� f '. rn .. C P 4? P .4i :'•.'•'. .:.'. '.::'' ::: 8 -4 o C �. : so .:: '� m I CURB " N P D I �1 0 R P RIVER TRAINI G P 0 OSED D ` t 1 �.lJ U o� wr• TERMINATION 40 ` 1 �,�, F/C pgg P39 111.5 ��W 4 . k W I Q� -N 24' F- R• 5 1 o I I U U 42 1 j I U P59 R6 5 x . I F C P85 P$4C -a-+ F C P / 49 ', R100. I ,� � 76 At A m .> R �` 5 I.,C 1 :'# 0 ' ` . "6. I "? • 0,. . 5: P60 �.' . `. ALTERNATIVE CONCRETE ,l 1 I CL3 3 1 3 .- ... NTRAG m1 l { T AT CO TOR S. C : � " PAVEMEN ``• � 3 / P51 . . :,...:•..•.•... ............::... ••...•. .; t � ..�. y l 4 " F c P5o - ::.,•,.... : . • .: •... •.,: •......: '•'. OPTION. . / .: •.::••.:, ..•. ..•,P.�1_.. ..:...;•..,•........... •` , ` w I C a;::: f tb •.5$ 1,6. 32.6i 6'.16. ti ,! I C •i ! 22.5 22.5 c� -/ C .3 42 34le� ! 62 4 ' ✓t I a Ut _ ai `7 r co , ! d' . . * .*.I*'."."'.%%_..*.%, -t 1 `I o �D ! co F 5 I •C7 1�9 �' ' :':' ' `�- . �.._ -v 60 u7 ./ -t G N ,;�� tfi F C P53 I cs5 -i• o cta / �. Gi U I •ao ` i" U .o ai d- F C P5 2 �Q - I c 0 d= `� o '5 .... q `i C7 ;: - 1�_*_' .' a Q� 32:3 a� a PROPOSED LEG ND o E I Z1 O? to O I X F C P 54 r- F c Ps6 R85.35 r- vin.•... 1 /4I ".. . .. Ps3 R6. L1J Ps4B ,`� .. 24' SEEDING AND MULCHING / I I Ps5 P 4 R6.5 "`" �' �'� � I I \ I F/ C 87 I s I .� ,� I{ I / ONCR NT •.r I C ET PAVEME - R31. E 13 '•f23 s P 8 4A F .0 •• C _ P6 7 \ _Z/ <b 6 3. . 3& AL-� P 6�. 'S 3 . 77 P \ '• ,_. '- '1 I �- •�''� �•• P11 ' I AVY LT PAVEMENT HE DUTY ASPHA � �'' I O I '� .o I .., ••. I 41: 34 ••` �. . �-- IDEWA CORE 22.5% S LK 5 X5 SCORE) •�. I Q A. %% AL NT 81. 4 N v ISO N ME x I 3 -1 E 1 �. A RO l.lNA �- HC T . N R :...% _ r"T�""•'�", " .. . - �5�10� ® '`. ante and Settin s cwih M Uoeuments 12 15- CURB RAMP TCOMM 9� �Y w MEN 7•. M A N A G E `, I .f io 0 TE RQ WA 7 N F � '•.: DIV ISION 5 .... . ...... Is DIV �3 V - N E . - E FE C P �E- .. ti '•R • •'0 • � � •1. 2 e- •r- � 9 3 P r S: 3.. Ar :'4 3 t� N �2 G r N N 8 GATE 0 0 0 0 M 0 1 S O 6- 'I 0 3 r ) .5 P7 4 0 CONTROL CO POINT P75 OL 01 � 5 : P P72 E\. �0 . P7i 7iA `I OZ P74A• • N � s' � . • 75 74e ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS NOTE .I �:-�''� i� .'.'.'.`..'.`.".`.` 8' _� _­_ ............. .... R POINTS ARE T ..... ............ ."....-.' '' CONTROL P MARKED F f C 0 FACE OF CURB. z .. .. . ... 10�rl '�. 14 F/C P78 PUJ W --w U J, � .. .........-.- ... ... , P75A MAR d 2 2�� � ® GL =-;, ".:r 50' '`~` . .. CURB TERMINATION - - 6' ¢ 7- ;e 4,13„W 19.0� �F) `+ .. ... �- 3� a a ��t„v 3�ta�Z 1�1� Sp8 0 pOT MON 10 S�0-0. - * . . �.�.�. ` °3g 01 W Ro F W 0209949.S3„ `- `• MON E) . .' -'S05 z .. 1111111� N0� MON (F) E 2340164.35 W 2�� 3; ` �`:. . . . `.+ DOT ..�.-. . .`.' _ 74.84, R 1492.78 909 MARKET STREET � O C) WILMINGTON, NC 28401 Z W 209790 91 "'".' .2340Z73.34... . . . . . ARC-3 (910) 7s2=42oo C. E 2340147, 55 COORDINATE DATA POINT NORTHING EASTING 71 A 9916.23 40129.11 74A 10012.39 40155.30 74B 10016.97 40157.24 75A 10075.53 40217.77 83A 10584.75 39753.15 83B 10540.38 39811.16 83C 10541.29 39884.19 84A 10461.10 1 40160.57 84B 10445.61 40110.78 8 4C 10548.44 40002.72 84D 1 10545.71 1 39957.42 NOTE: BUILDING A IS NOT IN CONTRACT BUT SITE WORK UP TO 10 FEET OF BUILDING PAD IS INCLUDED IN THE BASE BID. Cry Office Locations: TV) C•-> a � community infrastructure consultants North Carolina Georgia U = _ _< South .Carolina Florida = W C� COTE112- w C- C.3 z� 0 ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY .< OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CON- TRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES. s ! I it I � I '� t��--�k,\ ,— %% , 11 � i I ff :�Z.;_Lli I I 1 1 1 i I 1 1 ! I 1 1 1 1 1 i �, I I I 1 ! %\ it \� Ill I i I It I I 1 1 �\ I I i I i I 1 1 ! I I 1 1 1 1 %� \ \% lli_�._L;z__,__��__ --JA --- i_ __ 1 1 I � I I � I - I i �11 \ — �_ �\ v)6 1�' I %, `��\ 11 I I I I I I I I I I I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \1., —1 -1 �, � , 'Ilk N=210788.55 1% 35' %, �Z-. "' i I // 10— I L:!� "� L "I , -------, " 4:: *�11 - E=2338521.98. 1�, -, C_ \ 1�11 a I A. � = I & I � �p 1-40 ------------------------- f -- - - - - - --- - - - - � - - - - - - - - - -- - - - - I .1-1-11 -- ---- I - - - 11 -1- --- , - . . - It \ � *\ - I I I - SIDEWALK. 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" _11, '1� " 4�iR� � . - � - / � - , , 14� - , "" , "I". ­ !, -IN"' — 11 �_, '. i , / ,,, / 'iW1*,` " I / / , / 101 % Ill 'p, ""'N- "P "�', �Q� '. / / / ,. - ­'�.',�,��L� ��',,� ,��N , 11,.',�,�,L� , A� i ... . ...... �.,�,L� . . - ,kit , ­­,", w � _ - I / - '11P�', � ", , , r;, , - . WR / I LLLL " .�, �­�, �', / /// / // I ��_11 ., I �'Iwl­l e 0 , 1. ,� - I I - 11 olt'i'% % I i 11 ��-'Ri"��*,O-, I , , 1: , D 12' GENERAL NOTES , a -0 — ��%; � ill ,"�:"1*0(,,*,­ IUAIN151� 0) I " ,_,1,1� L L - ­­' � I Pi. I'll , Li 71 1 . ? .1 . i.,11".. .." .//// ///// - — CURRENT ZONING: 1. ��,:,- , 0 , 1. " ­ 0) 111-,R�,�,., : - I '60", � 1 ,4 __ W I O&I (OFFICE AND INSTITUTIONAL) 11 I ,,,, " ,'� (O N cj 1111KIIC��, ,,-,,� :, . I if-. , / / / / / / - PR�PC'ED RVEY , � % I �l .t -1 I 11 Ill � I � ­ /I , / / / / CONCRETE - 2 V� "' , - ,','� �m I i 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SU I I ,". , "I , , _";iM,11 / / / , /. / // /11 - � - -1 % . ,T".r.� , / / - JAI. ,_ - V) N -) .*,�.�,�, , P�.11'1 A I I I I I/ I '. I SIDEWALK. SEE -_ MAXIMUM BUILDING HEIGHT: 40 FT. I 11 ,(D'v ud 1-1 ;_ ,;;i­R, HE VY DUTY I I - _ , --ffl -, I / " ///." / / / / . I I % I I , " . , , '. " "'; // PERFORMED BY WK DICKSON & CO., INC. DATED JUNE 11, 2002 & OCTOBER 2, 2000. I%% - ," Ila V) " - " ,I " 4�,�' ,� "I I ''I k I t, 0 `�illi` , . . I -_ I I ill'li,� I -_ � " / /// SHEET C7.2 SPHA .T. SEE MINIMUM INTERIOR LANDSCAPE ISLAND: 50 SO. FT. I . , 10 i ill J 1*1 I/ / / 11', I I '/ / FOR DETAILS (TYP) __ ' ­11 " Ill -1 %%I 11 - " �, .. ,- ,"P'll N'�,, 0 � A, 2. / / / / I / /, //// I MEft C7.2 t f 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA I ,,�,�`�,�§�, � - - I / / ,- I __ '11; ,,��,.-.,��,-,�!,,'� �� ,- 'i',"ji,;� , / / LOCATION OF ALL EXISTING UTIL111ES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE ` I _,j 1 / / / I IFOR D TAILS (T ).) PARKING: I ".111 '' ­ , , 11 / // / / *n 'n I I — ,", L, � - �, - // I '6 It 11 10 I e_____ I - L�, -". I # / ! OXIMATE. THE CONTRACTOR SHALL ON HIS INI A VE AND AT NO ` 11 , I'll - ........ �� �, il­, , / /., I I is, i1,f`.,-,." 11­� S 3 11 I / / - PLUS 1 SPACE FOR EACH CLASSROOM '. I 16 1�111jll 11 11 I -0 - - , - - . 2w . I -its, - 61 / // " M I i TED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. I I I I �',,,��tl,�O-';`,,g` �',--,,,, 1, . � I - -7,-,-­,�,-, ��` I I �1� / / / ////d I AND ADMIN. ROOM ,�,�tI ,g . _ � - ,,;:,'%" / / / / I � , ,,, 'R �, .. / .1 / - " -::m �_ 01 1, � ItIt � % I 11 ! I �� ,�,, �, �/�/' 1 ,4 & - N-21 7.02 NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR % I I I ,� ,�, y 0111z"! / / / , / ///", / rv, . � E=2 129.48 F SUCH OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR I I -1 t % I I I li, � �� / /1 / .-I .... I .... 1-- --- -1 r, r"m -, , t I I Ill , �' �11! F4 /I , I / " / / I //// THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY I 11 14 / / / / I 1 7 , % k I,,, .I t Ill �' '11'.1"'I"111171, " -�31g`,��,,, - ,M.111- / //// / / � ,:�,. I ' .� _­`­_:"' 111.1�1 "I SITE INFORMATION �,,'.,'4,,',' 311 " ,%�", SEQUIRED 213014DED1 �� !,Jx_'�' '1�1'11111�. / / / I'll � �;;;,, f"I"? � I � I I I -1 i I I I I �� �; `_11 �.. lzn'�','Iil'1511. 11 "" / ,_ / ;;;" , "%�`;;Al_ 1 6,168,967 SF (141.62 AC) I I `�,' y 1. ",­ / /x /// 1?1`Q`1`1�111i,12�1`�,' �1111 �,i--,, 11'14`�4,�'�'11 � `_ / - , "' """"' ­",�,­�­�­r -�, - I ,. ' .� �, - - Az'NLLL' i i ., A- ', 10 , I­M­ : � � �, , ,� �g'_ il'1§118 0 " " � �,R,�5,1',�Z. ,. / // / , / / 5R`_`v""" fgwg- ", , 15,0+1 � 1,15 TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE I �_ I �� // ,. I x 1-l"'I"', , . , �j�� , "I" / // - //, I 1 Z� � � �,�, a K " 1, �e �t ­ I I I m ­:� / / /=/ / / / / ,"It, �El?"I"... CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. � MINIM ,� A I I I i , � LIM LOT WIDTH 90 FT 6 k % I'% I I I X 0 1`111 � , �, "..'; ,,-,,;,.,,w-� "'......., I , �i, "I / // .,W "e��,� UND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL % �."""',_ " - ",,� , ./ " a mm ,% , " 1.11 _� I MINIMUM LOT SIZE 15,000 SF j%11,11 � // � I 46Yi I i I '3'R - - ", ".1',"I", I / - / , /' ,,,�,i, �.',' o __,_ ILE- � %, I I ',','I % DUMPSTER PAD I a , . 11 0".., "',�3'e,7,,' ,', = 2338 1 ­­ " " .""' I I �-,.,, " X _111 "i3O- �', , �1!i, I'll, - , I - '$,R,�', , , I �11 1 _,7�, - _1` 11�% �1.fl��, -�`?",�'-,,,",�;�� -_ " _ /// / a , ,�.� 40 FT MAX. 30.67 FT (HIGHEST POINT) - ,.,. /// 11 I / C�m /a/ /Z-/ ,/ ", BUILDING HEIGHT , m � U/ // I/ ,,,q�g­ ....... j, I I 1'j'% % V I .,% x,,� Pl,"I" / 11 'N" 1"' I "!,.,I ,,Z,� ...... __ , I ., 11, 1�1,�'R"1�211, 11�10 in / / / � "Lt v", / I I ,�o_,.� - i,i 1, 12.5'R I ", I �'�`,,,'�,,I. `�,4� �� ;L"", �;� ,w / )_ I 424P,!,"� ", � I / 1 2 -- ��,,, ..11�111'1111��1�11, / / �� J_ , ,�'­' 3. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE L - 1�1'1 `�,;!`�,'��V_ , ", ,. L�,�"," ­.��,,` ,,,�, I'll 1o,1t01'!1111"% I It', I I I 'I ,�.,-.�,��"?"���,���z,������l, ,,,,,,, �,�--.',<i�l.,'�,'� M1, ,�, t-,� I - �", �& , .�, y / � /. " / �z o,"* " i'R - - ! I I , I ��",�,-,'Mlm 1'-�1'11 ;�.%Nk""�, !^ , � ?�Ril I�P'11_1 - - I . / / / — 4 , �,,� ,-"z",", ­� `� , 4,A , _,N-1� " -_-1; �M,,,,�,,,--..'...�, zk !� , ,,�,,t i��, , , " � "I I - I , / / I TI �,glz,�� �� � , @, � � I I I 'I ", ,.? ",////- // I I I I I I , A , , // �­,� �� I � 1­,", ", � - AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCA ON,OF , �t 1, / 7 1 11 �9_ � I / / , , 581.68 1 41" �-", " . :,��s I , I.. I,- �,�' �Z / uj � / / / / I 1i It 1% 'I, 11 It Ix 'It ! I I 11 ( , ­, ­'�'LL, " � ,� ��,' / I/ I/ / , t , / I I I 't , .1, - I'll, I / , � . t-1 817&81 SETBACK STANDARDS � , ,, / - 1, 1. RIM` ;: / / 11 I I , I . , 11, , """ z �11g',_. I / 7� ,/// // , 11 �� % I ; I - 'N; "I'l 9 - "' , ­­N­ I I i I /,/� /,/, / I / / UTILITIES NTH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.', 1; - I �,;IiS,11'811 VEN", _�, _"�'-,_ I,i-,�,_,,- � 11 I 01 It It I Ill R 1%,"'k," 1� 11.,;'IiV-�_��,'� ,�,,,�;�,,�,!,-',!�,l ti'l 11 11 ,0/ / // / I I MINIMUM FRONT YARD: 25 FT. 25 FT. i _ 10111 - "I ,// , / WJ", 1; - /�011_.'Y / "' Ill'i 1,0A // ��/ /(-,,/ / / / I , 11­­­11, "I'll I - '11* I % - I Hil `� 1111`�� / � /// 0/ m - - 11� 4. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE MINIMUM SIDE YARD: 0 FT. N/A I . / 0 z "� "I !, ml, 'I I I 11', j I ; 11, - I I I I I ul?"_�,., // / // '14 /</ 11� " - -..-� L, . ,/ I ,�'11 ., ....... Lj � "I" -, L, "' ". ­ ­ �111 ­ - : .1 'N - 1�-,,Wlll 1, � / / / /I / 1, �, "., -1-1111 11 � I Ir -*,I "Ill 1/1 / L - , 7 z// , / 6i , I ''011 %. ".j " / ///,/�-// //- x1'Qp'! __Y�10��! ANDLOCALCODES. 0 FT. N/A C.1'�,,;,, �,,�,�uq�,', 'S ,;T�,,,; 1--.1,1�'S, / " / ",q� / / , 1� "i 1;31��P za I � g. , , , � ­1� '� I i i �4 ,", ,g , MINIMUM REAR YARD: I I "," " " I I I I i I I ­ I 4;-A " // / . . �%, _" ______ �lWllz " / I / ,/ // � 4, I, V6 % It It It / \I �, 11 — 104 I I'll", D, "/ 11111,�, - %it Ill '' I � 11,�5 / / " / / I I . r / % % I j 1411, "T'jL' 41 ,-,,I,,- , / /, / / ;'-I'-`- 111­1­11 N 11 I I I I I , "", � 1z -( / � �, ­ gm // /11v)'i . / / // ,,,, / , 5. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED I I .........w 11 V�,� / / // " x / . ­g­�,­­; " I I �,���-���",��;,�4��-�-���'.,",,"�,,�'�, 5g,�§,q,�',"- , ., / 11.1111. : . ��', — ,,,� "', �, - , / ',', �!m , " I 'n , , ` \ 1* Iii ; ���, �s �, _', .1.1, li__1'1!�, ON. GENERAL CONTRACTOR SHALL BE REQUIRED PARKING: . I // / , �_ � ,,�, I I I Iii: " " / / / / -/ , / , , / ///// z","01 , I , I "? 10-�/ I �, ��1,11��'�� � / , � �"' � , - �"Fll. ",-, / / / I/ r, / I t � P---'�,jok 11 / // Z�// I 1 �.14-1'11�1 ,,,, , 11; I �i"'., " . / I v \1 Ill 0 RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS r SHOWN TOTAL BUILDING AREA I . / — I 11 �116L-_.11._,;,, ", WIA11""I", ;§11,;R1, / /x , / V � - , __ \ � '� �, ,`�, 1�i"11 , , I j i­, ��110,P,5;-- 1 , , / / / t , . . I __ ­�1.111 - //,. I , L - o I '�'j I I 'I't j I I I ,�' , � I ...... / 1 , I � 1 "', INT_"�'�,11 �! 1111�1�',�'�114�1", "","."'�i'-"-,��",��,11.1�,.r.,.-,������-,� �z . , - 11-- -1 I H N .,, ,� ffl� , , ill "IlM ": � , / / / / / I - � . - "'illit I ,�',�V�Q­ �','.T�,- ��'. " , ., // I I - // /,/ "I 1", � , %,: 'i',,,l,'i I / / / I , / /, - "N4 I g,,,,� T��­ , I , < ,/ I ��'121` '1111 " , ,f////, / // /�,/ /, -Z /X .1 EXISTING I i I I I , - // X \ �_, / / / / / / ,/ / / , I I I I I , , 1'1,'I�nll`,,��,, . I I __ -- � sq,,'-.�,", r� I X/�, ��'; ... , .,V it - ' ­ ", � % % t - %, 'I I % I _ , '' �, ", 7,, 0� I I I I / ,-,---."",� I'— /11 / , __ TOTAL STUDENTS 900 ____ --- __7%; 1'1� Y 1 77 � . . ___ ," - / . ,&-,`,'-'�� L 18, , - ",� A �',_'�'�*"11�11 il I t, � ., " � / , , / / /- / / / / TI '179, �� 1�1� // , ., , ,g _!�� . ; 1- - , / / -V / I I I ,,,, " � , 5�',, Lp /�Mx/ / /�� I I % I I I , ,��,'1777L ... ,; , .�";,""n / // / / / I/ // �pql . � ­ I I 1 6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILI ES .., I I - I'll �? , _� � / � 11�1� i - � "'M "I '/ / - /LU/ / .y. ­ I I � I �_� , %­ �1­1; / , . / ,�/ TOTAL ADMIN. OFFICES 46 12 ---,.,I It It', 11 It ,%'I 111111 -�'gg, I "I'll, I / ,Z/ / / / / I . g�,�, �;�,�, I I . I tl / 11 I / i ­'v �,,�pg,�,' // I ­ __ I 1�,, ., I � , � I '��, " �11, 4"" -,mg,"', 1". / ,/ /</ I AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. � i ,,�,� 1, - Jim / // _,,,!,�, " ., ,, , _ 11 /' ".. /// /.//,/,/ / I '11,1�, I."��,, .. ",�_ - �� 22.W- , ,., 60000, i I I I I � ,, . � I I I / / ////// / //0 / , . 11 '%Ill I I �,,g *e :��4,1%1, . I u I I , , ­­�r,'��'� 1-11. ­ / I I ��/ �/ - h - i 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC % % �-,,?R,'�,ffip, 2 / / / /,///, , :P"/ / / / ,,, - I I , TOTAL REQUIRED SPACES 142 t I k / / / // / "I I I � �. IN g, I It I" - " �,, I ­�` ­ X ��Z��/ ////_/�// // 0 �� , SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. IN 11 1;,� �,,'���,R, 1// I 101j,L/-C.y11 , � -----/ _j`311� �, 11 / // , ". , / ,/ / // ��­­ . 'T 'T\ \ )1111 I ", I -C V, � // // , 11,11 I I %, 'k ') I // 121�1­,R - ��,o.g ------ ) I ,", ,,'�'��, ��11'� #// , '. , I / i / / / 11, 11 I �'.%'�,�"­'��,�K _, �R / / / / / O/ ­,�'pq " �' / U , � , "I , ` - , - -, ,; ,�g,� . , / ,", - 11 I I 11 I 1- - '. s�,z­�'j - , / / ,,- / / / _"_1 ;�­ ,. '. , � , ", / �/ / / I - ��. "�" '�4� � ­'�, . / I __ .. , ,;"­, ' ' �` -� .��`_11 // 11 -_ �,",,46'? ,`�,� k�,,',,'�"r,�0��,,� I's " �g,', , # P,­ - I ..:� // I ".'' " ,_ " � I - - / ,,, � //// f, 11" / XX i i � I I I I'll , �'w 17,71 � -,, ,7 1 1 I-1, _ , ,`,, , , , , , , , , , . . . . . " , - ___ . . . . . . . . . .., I.- 1. I "I _ 2-anall I I . . . .. �)V.z",3 IRM, / . ­`r?',A,q,,25 426=1', . , , , , I , I I - � / / ,/ , / i __ - - "" ��Z==,, / // , ,,��/r.r/ . , Z/ i i 8. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN PROMDED PARKING: , -, I � , 17,11 �� '_ / ////, m 35.88 . � t'�j"' �0',;'O� � 0 , , �,� -, / " / , /I - - '""' - 'r z C / / / / / / / " , IR /L / / a I'�,���i'!�'k"�2,i-,�,i�."�,�I'l""Il""I'��I ��",C,z`t.�,",�, , � ;,'�;��,,�,,��-��'."��"",.!"�,,,.'.���,�'-,,',��""�', '� ,�,-'�,,,',-,'�,i�-,',g, "I�,,�'ll"��'ll'-�","!,-"*"�'� / / �"-� '' 25#11 -- UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 292 SPACES PROVIDED (ENG. BLDG. ONLY) , - �, ", �!",& *,�-,.'p- "", ­�' I ��` � �`� -;I, ,- " , ,i*, " ,;��,,� ,",�O,,-,`,�,"' ,"',:�,',­ 020.30 TOTAL PARKING: - , L, ��--, � "'I",- ,'.' -,,ij, , // /, if -,,',;�],v""',� "; -,"', N, � , ,,, �,� / / 1// , V,,,'g, - '� I m" i, , , bd! - , ,,, - ,t �, , i) 0/ t: -'­ "', — ,,, .-,, .� i "'; - �, , 7TTTj,;/////// , ,,',.,�, 5,0 , ,_ ,!,� � .�_­ _.". L ... L' , / - " — , _�� 17, _ �j.., _ ­71 _­�.'­_ A-0 / , , w ,</ " �,,, ,_�, �,,�­, / , / / /// I/ , , / 1, - " "' � �;, ", " ,; "g , " 2 PROOOSED 24" 1 Z'� , � / //// , x ', / / / I I _ - I -1 . I i i I , / / q - I p", , , I I � - '' x 7 9� ". ­_", . / / / , / / ­ ", , - � , - 7 �,_. - . , "I'll, ", j �A , �_,. �p",�""i�,.�. ,, -, �Li,�� , ,�;i�A,111:� � r -11 -1 - , - L�L -111� ��, ��,., ­�� -�'­ r', W,�­__ "'' .4. L ' -, ­ I 'Ip,e7 ­ " ' ' "'L� - _.�', ` ­­'Z , "N­ - " I �', _-, , "J­ ;, �� , ,�', '�� -I - 115111 �"�,�'i ,, �.',��**--A§ .1, .1 _ _. "' '­­'W� � ;� // / "In", 1, I , i �, * .��, , / I - - �3 I , � �� , `N�N`, 1R jr , 0�, " _ CONq. CURB & I .., 019�� " `11111�` / , ,6" 2� �,,--_� � RATIO:(ENG. BLDGS.) 3.6/1,000 SQ FT I , ��.._;` // X /I / , / / / / 0 "", �, ,�,­ , " ��,�_,,; "I // " // / , �t , -.�",.",.,_ - "' 11 _� , , %,_ , I I // NXII, I 111`11�1'1,'� -��,, ', - ­­."­­,.'� 1� ,_� ,,,,,,.-,, ,,,", LIJ _oim�� , " - xi A I / , , .� PARKING - � I.z I _,��, , ...� .,�,,,, ", L', - . �_',7,� " / GUTTER. SEE '�'�� �"" L- 'Q'��­ �R 'Ono I // / / /// / / . / / I I ,'�if�`11, " w� 9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND / OR MATERIAL " -- I - �­ , i ""`�­"� J'R 3R a K / / / / / 4111i"', ""­' ', ,,'�'���'� - I ",�J�,, ��,", �'. ,,'�' // / - .,I 1��, ��"' �", g �, All �' �;,;���!,,���".��.;���-�;;,���,.,., � " V. " " ` ,,, " I _ I Ill "I _� " NDICAPED SPACES: , _ , ,��"" ,�", � �� �� . � , _�, _� , - , .,_ '' / / , / , / // / / " / =2106dil� , 11 HA I SHffT C7.2 I �, -.1 - - I ­­_ " ��,� / /, //,/ / / /tl/ / ///// 1 : I'll � DUE TO CONSTRUCTION OPERATIONS. 1 7 PROVIDED, 7 REQUIRED ­4�,,,zt.�';,_-a-", ",", ,� � / "'m -, " ,,� / i i 11.1 ,,, ot I I "a z ,� - // /. Z///, '// / / / I ___� "' R-I O'l "­`� =233 � // ;Z, ", � /. / / ­­", , , , , , , 7LL 4 1 / / 1z, "Z��,,: / // , , "' , . 1. / // 0,--,I� �� i�T,�,I.i.,,�,, ,-, � � - / // - - , 1`01`� DETAILS /// - / / I I ;WRI �., " , -4? . .1111�� I /xz// /I I I ,, - , i � 'A_ ,", 'm L". , .�", � . � � 11';­1-4,,!�,M, �_� ,�N 2,k C'Saloel / / / � I'g, __ ,� TION. � , , , � L ... "I , ,,, � �,_ I I'll, w - , , ��, - I � ,, . ,­`,:'�` ,,, 1, OR "'. , , ,, �, , , , �, , �, " - _.,!, _ _ _. I I I . I / / / / , / ,- // / - ",""""', 11 / : ,-�, — // / /// /' , J/ / / // � / / /// .,-, 10. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DIST' I .1 , - / / //" �' , m �,,-,,-g I I ,�l_,,;"�-���l".���ll,��,�,�ll", 1, e g, i I I - 11 , / / // / / ./ - i I -_ �_ _7 li 1, I / I ", // / '= / / I ,�,, I 'I, 'I'M ..,­�f� -t,j / / I I ,��pp­, ., .� I / I , %­­­ "I �,�­­­-­ LLLLLLL " //1 /' // / " //,. , I � I I ��/ _,� �,� SURVEY NOTES: � I __,,� '� / ///// ,, , I i 30R lv,�'11�? "I ',�1'11",�",� :1� I I / X////, , / , I/ / 1. - _-w I I I I - 25'R , ' 58.68 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION ___ I �� / / / I 'i // / /N ______,� , t, � ", 11_ R fl. ,i4////X /' - �'� I ,,V " -111.1 / / / " A - 1�.�,�,�',', �m / - N-2 _'�_,_, i / " � �, ,� ,1,.1-!�'1" , / -/// / / URING CONSTRUCTION. I I I 1. _QALL "CENTRAL LOCATING SERVICE" BEFORE EXCAVATING ,� ", �- // / *_ *�!:-, � "" I r E-2 7974.69 `,"t_".�L,f",�,,� _ I � `2"' _ -�f"�� - .., 'L�,_�'�L�',��44,� L __ �_t".�L. 11 ­ , I / I I � .,�, .,�, .,�, .,�, .,�, .,�, .,�, '' P I ,., -,\% \ """, �,,� — 1 4-, / ,,/�/ , / �/ / ' � , /1" � .; I ." I / " / \\\ \ I � — ,,, "', /// /// / --- /Z / � /// / / / / - � I /,,.',,-�-:: � ,� �� " t( " \ i I , x / I DR BDRM. UNDERGROUND UTILITIES SHOWN ARE LOCATED IN ��� / .- 11.�11, / ///1 �,z ". � 1 $ 1/ \\\J ""'J"'t W, ?- / 1, /, / -, I / / " / / / / "/,, // - // I S 12. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE -CONSTRUCTION PMITS PART FROM ACTUAL FIELD LOCATIONS, OLD RECORDS AND AS I 11-P �11 �'-.. " I 11 / I / / /�// ,/ // / I I I I I I It i 1�'q��'111 e-l 11 // / / / I e PROPOSED'"12' I . ; , `&I" . 18' I 11 , , � I THERE MAYBE � ", I I )IH, is' � 1".... L /// / / / , � / // / I I I I I I I I - EV, 1", 7TO-7 - 19 24# 0 is' 18, Ir",_ � .... � 76,1,11 / / // ,./ ////' / BROOM CLEAN AT ALL TIMES. MARKED BY "NOCUTS, INC." IN JANUARY, 1999. , -_ 1 �"­�"­L," ' / / // / I / ,, , , " � "_, L," 1-1; .1111111� _�­­'_ _�­­'_ "_�`­L,'_ " I I I I 11111 r , I — -,�2',,�',", "," Cw / / , / � , : , _ep�'� � " "" �"',, `�` - � , I ; ,��,,� ,,�, 7" , C ."All ��; I 1�14'_.1'1,1,iGN '/ 06, / / / OTHER U11LITIES NOT SHOWN. I ,�,,,� , " / � , � a, __ , I I .111; / 46. I/ // / I CONCRETE 15".", " / Ill ­,�','�,,M / / , 1'1� I ,", �, - — L ,, ,� � , I __ 13. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE ,� El , "111" ii,511' '? ,,.,,,,,­_,p �� Rii, " & -5, /// // / �//./// / /, 11 It I I I .'-�i!� — �'11��,i , . 10 /' / 1111, -------- �,igg� , � � / ,�//// / / SIDEWALK. SE uI I __1 ­"'(aL­�.' I I / // 11 11111 W.�,-R_,' "'. ri, / , / - /,//// / I I I � . ... ... z 1;1 / / , -/ SHEET C7.2 I � IIIII ­1_1­1�1 11.110. I- / - / " -_ UNLESS NOTED DIFFERENT ON PLAN. . 1 2. NO WATERCOURSE OR 100-YEAR FLOOD PLAIN AS MAPPED �, ,,,,-,�,,,�,���,�,�,,,,,��,-'��,i""",.,�,","�'I.Il, 11 / / X , FOR DETAILS (TYP) -_ I I � ,,� , 1'* .11 / / �.,,,,E "'9-If ._-"�� ", �' / I // I � . 11 11111 I � r,` / / I i ,I ,_� _� 1�4 1 1 / , , , VIP"I"', BY F.E.M.A. OR AS DEFINED BY ANY FEDERAL OR STATE OR '.1",%,", 1'�', 611 "I" � , I �1 / 1, I ////' //, ­1 �,��, �; ".. ­1 / / / ... I 11111 , " I'll, - .1 fi ,??1?1�11� �11 // / I ill "I", !`��,,�,,, - ' It I , ",�',; 11 "11 I'll 1. ;!,�,,,��; __ ` t', ,,, * ' I I ,; � / "/ ��,, I , -- �, Ill -, � ,�,K .� I IR - / / /Z / ,� �,,,,­, 'L, ­ .. I I 11111 I ���!� " �� �� "2ZOO'/// / / // , ///1363" 1 STATEMENT IS BASED UPON EXAMINATION OF FIRM MAP NO.S � �� , / LOCAL AUTHORITY IS LOCATED ON THIS PROPERTY. THIS 'i, Hill i i ­7 � cM� ��, . _,� � / z / / 1 14. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE. _11b. I I ill �. ��_,�� �j 1/1 � " , "'i,", IM ,�_ - , _ - - , "I I - - / - 15. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE F WHICH WERE 7­­ 0 _. , � ') 0 11��, 11 - / I'll ,� i�,// / / /'/' / I I i It I I I ,,­L , ' I I u! � -, "I - - 6 w // / . (a - - I I ill 11�112 - I 'Cr, . LLLI� ­�, e / / �g ,53. 1. I DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER LAST REVISED APRIL 15, 1986. ."'ZI �, ,�.,, I I I i I I I L" ''LL. , - N - , ., 11 / -!/' - r , L of "', - __ . ,��,,_ "�, r*1 I ,�, - -, I I 11111 �,�.� �,,.,i,,'i, I �", I I i , , to N - 9 11 - .. � _, " 'I" �, / I 11 �,.� 'L. TRUCTION SHALL BE REPLACED OR REPAIRED BY CONTRACTOR IN 11111 �,�, """ I- - , 4.67' 22.67' __ , , I ill, _ (O , , I 11, . 157 I/ I _T F" -1 I I ­­1111 11 V) I ��rl' ..,.. �,*Ii� NY I .;� 'r,. OA '. , , " -_ 11 11111 N�) 1'21� - I 111� ACCORDANCE WITH THE SPECIFICATIONS. 3. THIS TRACT IS IN ZONE C ACCORDING TO F.E.M.A. I I i 11 It ,,'.1"i:, , �g,;'�,� �'-;',h,�,", I , � �,,, I ,��', _i� � 11111 - - _,-Xi ,K� ,­X;r-,1,` � 0 ,i . " ... I " _.�' I �11 . FIRM MAP COMMUNITY -PANEL NUMBER 370168 0030 C, I I 11111 1'1_1,� "'-'t"'It-'�i',.,",�� —7 �!�'�`,`��','�'.,'-", 7-.----- L I ' ' Ill �� , ���V,i - -- - - Ill 1: * I ,,�,,� ',j��,�-,,,��'�� REVISED APRIL 15, 1986. � , ��,.`�_'.,�, r ��vl�',!, ___L1 __ - 17 - I I I I._J .... ... L.. I I I I I I I I I I I I I I Z I I I [= I I I I I I I Z�7 0) p I KINGS AND i I I i i I -- � - Ill 11 I I 1 16. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW REFLECTIVE MAR [lilt 11111 , A I CDOT. ,� I 11 11 11111 " .; ��,�,��,,.,!",--�,,�,,����r��,,,,,� ,)',"1'1'1 - um _= _= I I I I Ill III I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I i -, , - - � - � �-y�,',' �', ", L�, ­ ", 4111 jj��, - 2!M � ". ­­­ -- ' I I — ". ,,�­ ",'�, I 11111 ,1`1�1'1'�,",11'1 1.­,.,,j;,_ I I �,, , - , 4. FIELD SUR Y AU U " . -l"', - . C­14 Z� tl�`wl,mi�� I I � E*�,�, 77�_ .... ;-, Ill 11111 .1 ?", I I ,�_, � ,'I'R� IN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE-,' ��­ "I", , �� 17. CONTRACTOR SHALL MAINTA _� � " 'v!.. 2"11" -.,�,� ,�'�,' _��',' 11111 1.11, .11", \" I � — I I , , � ��, �;;,, �­��,', . I , - .. ', 1:1 � I �"_` ` 2; ,�, " I'., � .. i�, 1.1'� %"�,�,�ILILIL",�.�,,�--�.,4�-� -10, ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE 1.,�;I_��', , � 'T 0'!�-z � I I 11: EXISTING 1: 1 11 ��, , � I �. ELEVATIONS BASED ON NCGS MONUMENT. ,_�,'_­4'�� - �, - I'P,11�1 "�,',_�* :' , �,,��, �R",�* o,p ��, , i'd . _K GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT NTH A COPY OF THE CULVERT 2" (ELEV. 30.32) NGVD 29. , :'�-�,', S - _� � " � ­ �' � 7 I—, ��, � :�, ­ 'M 1 �02 , 10'R 1�.' 11 I ,", STORMWATER! 1 1 1 1 ,,�,�,'," I . ,D.,, � - � � "�i �,,, �,, ." " " "N �VA � 3k i ;;" 1, . 11 ­'��5c�,� _21!1 , _� - -6$ i I TRANSMITTAL LETTER TO THE ENGINEER. I ,, , , ,� - I I ' , - " . , 3'R - - - - ;��N�,� " -�, �W '� ' '30"E - I- I .,L", . � f I I 11-1 I I Ill MANAGEMENT1 I I I I lv, I', _�"'E- , 26-30 13#-4" - , , �Q, 1� �­, ,:! � �, I .. , . z " Z,L%&`�, �' 1]13�1,�11` ... � x . ,,. . , , Ill l, -, �`,'R." �� .. __ =--A — - � , , .1 � � 1, �;'111, __','�� "'It" . 4-0,_v­ 2�,:::i . -I 1. 50' - �3 ,,, 0,1pl- I I ill POND i i 11 i 11 ,:glag ,w-g I 90 ��__ 18. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY Y THE \ I 11111 . _��'!.�W­zl " , a ,�, � 111�� Ce ill' � ­",­ ",r"��-�""..'���,,'t"��',�,�, k";",�.-��,�.,-�4"r,�.�-"-",T I - *. I I 11111 "g- .4 ,,.�, - , g,'�'..��`,-�': to ,�*��l',�,�,�i�������'11*�,�!�l', 4 , I I 11111 . , - , .� , -, , - = -I j OgR', , , Mtg -� I �p_­­ I N 10' CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE I -Lb\ I I I 11111 �,�,g ,,,, ,­U ��, 1. 11 % 'I'll � 1 1�% ­,%�'-- - - . -,'m �� It -j , 11, "�', � — — ,�,�.,� . I "", - I "' " " """", "'��!"��,�,�,-- ,�'.,i,- , g-, I I I I I I I I , �, ,,,,, ,, _, ;6! GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL -, ,,�,,"7K�-,- , , 1-'0' <S� I i"'r-"r"� �� , 0 , ,i,,� � I I I I I '. I I - , � ,,,, �,�� 'e, - ,� I — - \ I I I I I � � ,,� "','4, I *.� '� - n 0 in ;d "O . I j __ ,�� �,.',t ,, IV -, , , , nN ,fi I �,%% BE MADE WITHOUT THE PERMISSION OF THE OWNER. 1��, -,.-,6,, 1 1 �, I �0,1_,`n* �',O,JR 11111 ,,� " ZL " n- I i , ,, I .'�:�... - " " * I I ­­w"�,v"'; 1�"11'11'_�", - " 0�_-, 0) 1:� - , , - I—— 11 11111 -, r,", --A, ,��,�:��r, _" 1!?tl 1 3 - N-2 ' 1740!39 " -1 , " - I - - , ,", , ;�".,., ,,,,, _;A , �;,� ,'-�" t�11"'I"I'll I �Ij 0 0 1 1 1 [lilt , ��,klr�, I , , , I . 6 - 25'R & E-2 7810.89 , "I `­� tn co R I I 1,11"M I I 11 0", I 1� Go � 11 � 11'_`� "', *11,11`il`�"` 'i 1�1`� (A I , 19. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION , I I I I I I I t, )�, v- HC - 1\ a K S'R 3y ` I - I I I ill . . . . . . . �� -,�,,�� I I .�� ­ w " � " , .'� 1 5.5 . I I I I . 1­.�.:. 1,1""., , , ',.,�:�; ",", '""', � � 4� (n ,g) 11 ��=', "i I _" I I I I I I , "�g �/ ", i 3o 3'R L I I I I I I I I I I J, I I I ',"', i � _�_, .-'?' " - � A��,�,; "I",1--'111.1 L, �. I..,- ��* i'mw _ -, lv��,�m�,:,,_,�P�",� I , ­:n __, I y I I ,j - - �N �,,,', ,�, __-, � I I I �:��-,� I 1: _-, ',�_ � - I -, " ` �, lu�� 1�.` rl,�� I ....... 1--­­ ­­�j ... �"_, - - �"-gg �-g �g I 1.1� I � , , �,� �' , i',@� � - '. 11 , ,-, ., �,t-,,--'�,'11, A � I I , - 5! - �4`_, ,P�Q &. �, � , - , �, 'L ­�, 20. FOR EXACT BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. - "� ,`� , 'I'll ;L, " �� I �. . , �, . " !-1 _,�_R_:,, � ,,Z� ",� .,'@',,,� I .." _11, 1�1.117_ ", `1�1 _�* 01N `Ill-", - ., _­ , � � " ", .�, - I - ", --,�, ­,_­`� `­1 " ,,,� - _04 0, __,� �. .2 � 11 ,7,,�,, ,,�'� "I", ", IV I", �,11`1 "",,'�Y AB!mN.; ,,,�g , 009 0 jt�m'�� v 11111 , , " 2!i�, �1, z. 2 1 ; ­'�,� �m_, _�' ��, �,A'� - ,�, '..."I"I", - . , - � � ,"". "m , _ _______--­­ � N� -N..." """, - A_g I v .. �`142W-20=� I - � � , ,�'tNl ­,._ L �, , , I I I I , , L, " � - .:_ ) i " ,�'�"I't'�ll-�,'�I'l,""",���",�,� 9 ;, ;,"'! I - �' �, -1 1, �,.,,�,,,,,,,� ""., ,�. - - _, , ,,,, ,", , i", �; 1� `1�,"�`,,�,�',5��,�� L ­­.­ 11.1111­­�� _ .� � � . 4­'�-':-;�W,S­11111 _-_ "I _,..__..­11­­ "'I I , �­ �­ 1_ ­ I ­111. ­­ - '71 0 , 11,11111, :,','� ­ "I'll, ... �' 11.11111­­ _­ "I - �� ­­ 11 11 li,� , , �­,'�f,,22 i�,-,; _0"," �0_�' N" ­,,­���p �-� :.g_ 11­1 �_.5 , I � I I I , , , A I *­.111111.1", - �.. �' ­� � ��Q I ., �11­ �� I � " = , , , I 1-11�1_;­ -, ", ! - _,;., "' ,A'�`�,� . ,P ;, " I ­ I , m "Ill . LL , % I I 11 11", , ­-;dbo , � -, I . , � �,��11. '� W _�,".�� ,,;,"i",-""�"--."�-1","'I '�_Iffl_ I " " -.1 ��-�,x�-'�,,�.""";"-,-,,�,�l- ,Ni�M�1�11 i,rw11'@.1 I 1�'111"�`�;i�g_" - ­ . -1, 0 .- 7��-,e2,�i.�5&--,��i,,�-,�,.".�l�,�,��� - L� .., �," ., , I I I'll % tl�,�­12�1-': " ,a , """', - , I'll, ��_ ___ 7- �4�, I ­ i , - L., _,� ,.,� , �Z,�,_,_ . _m _�.!, ,�'�,­�,�-,',,,'�, � �11z�,`. _ 6 w, _ " S 4- �il, _." - ,01 , -"� 1;.: .� I I I "I I I I � I 11-11.", "", ­,"­­,,,m, ; ri=m" ,,'___,,_'_ 21. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB. M., I 61:1 11 " _ . , _ ,�, �11 11 ,� �� ! " , , )"71 1 1 1 Ir - - � -.11-1-1-11 11, I I ,t�",`,W' , ',',',�,�,�r�,�".".,,��,��'.�','-',�*,",,,��--""- - - I I �� , 1� 1�1 ` - 1, : =�-', ;�,�. �1` 0 E=23 w , I , e, I L., P I I I 00% �;.,.­ 11 �, _;I, �_ � i , , - � _2, -'� K ", ,�",�el"_ ", ��' R,� -1-1- __ ­_ - - , , ­,"-', "" � , �,�, ___ ,�, " - , �s�-;�-.,�.-w",`,K ," ", ., Z,­�,_ , _�, 'I , ". , jg" , � , . I I �"' � ,J�`,-,,-`R,�`, -7 -,�,�, �,,*, �1*11` ,�. , ""o, L � , ,,,, - � "� , v.a. �-_ ?"', "I", I , I I % I \ k \ 3'R -,,�,,�,�,,,,r�.��,'���,,,,��,���,,';,, 1,*1*`*1 � I - I ­_ , - '. - ,- - � "" , - , , , . , " z�7',4 �Z��� .,N.", "", I. -"",-. ,-� -'� ,, ,k, ,1 __ -_ ',g ,,' 1.i , , , , I �, , , I I - �,� ,e I , � . R , , I 'Y",1 �', 1� I I I I , t I I \ \ \ % \ I " 'r � � ,i� � , � ',O,�,R�, ­-, - , - 1% , " 't �_�� .�I'l�'-"S,"-,��ll,���',�,��",,)'r I" *Ii�*�',, , , v v's , .." -7 "i- , ',`� '. - - "" , I I .\ �� t4 � �� , , � . , ? I I \ \ \ \ \ mw , '. , � .;� %, R '�. ,,�,�A�,?..'�- §`&4' 3'R - � 11A \ I I 1.11, I .1 .N."a . . 9# 11, t�ll 22. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED 'SO AS I I I I \\\\k ��,,,`A `- ,0�1- Ni ­��,`, "`,,­­�`­ 'o". 1. - -,g� \ i, . N, z".-, -� "" L ", . w � " r 'I,' ���111 I 1� "_ , .- � ;� " 71,11, Tw =,L , , I ­,­­;� � '_'9,in,, �, " 1-��, .. 1. , I - " \ I I \\\\\ "-'�1111X 1 1.�gM�l - 11 I ­ "[­,,� � 11� ��o,-A";, � t , ,,�,,P, I i \ \ \ \ \ \ SR I I I 'I 8 I.........!- I I I I I I 'm . NOT TO INTERFERE NTH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND I I \ \ \ \ \ I N-2 767161 I \% \\ i ju R "i E=22 756.30 AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS. I till, \\�\\ \ \ I I \\ \\ \ \ I I I I \\\\\ 2--. 1 PROPOSED 24" I \ \ 11 11 \\\\\ �� - � I q� I I 11 "\"","\",'1, , CONC. CURB & CONCRETE - 23. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES. , " -, -, � HEAVYDUTY I � \ 11 it N "', GUTTER. SEE ' SIDEWALK. SEE ! I I \ '. -,-,, - \ it it 11 \""N -,�-�- -, 24. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE \ I I I I 11"', .�--__ __-::�� SHEET C7.2 I I � � I I I I , --:�-�,-,, \ - SHEET C7.2 \ lilt, -,,, � �_:,::-: .- FOR DETAILS FOR DETAILS - ERWISE NOTED. I �-::�:::�::��--'-::-z::-.�-,-��,,-- \ \ Jill, I =:�_::::- - --,�-,-,'-�,'-, FOR DETAILS -------- I lilt, , - LEGEND /// k 11111 I .1 N"11, 11 I", ,_:�: -------- :::Z__�__ \ I , -,,- �, -. I' - I �, , " - -::: " - " 25. ALL CONSTRUCTION TO BE IN ACCORDANCE NTH PERMITS ISSUED AND e - \\ \ \ z C�, 11111 ,N,-,-,-�"�', ,--::.-:! --_� '.01 -�-,-7�� -------- ��,-�,,� " �, - . APPLICABLE STATE, COUNTY, AND LOCAL CODES. ci_�Ei POWER POLE/ANCHOR , 11111 - -,,, ,,�-, ,��o:��::::.7��-,:,-,-, _-�,-,"-,- -- -,��,,­"""-\ ,J>,;�p I 11 I *1" ',�'�, �,.�'___ .___ , ------ -,�,-,-' *, , 0, 1\1%x � I , ____� - :�� ___-��_-,-,,,-,__ _��', 11 -, ,�,,�,,�\ I I \ \ \ p \\\\\ I ,,,,� � ,� " �_ - __ ., ,-, 11 " , ." - -------- "/ HE , --- � - �, - , " \ \\ \ \ ­01 ----$---0hE— OVERHEAD ELECTRIC '1�1 k\\\k I ,� 1�:_��_:_ - . -, \\,\ \ : \\k\\ - - - __�� - �� -::: ", " \\ . 26. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, I ,;, . Z��_.::� 11 \ \\\\\ - - :��_:_:___:____:,___��_� \ \\ \ , \\\\\ ''I \\ EQUIPMENT, ETC., THAT MAY BE REQUIRED. UT — ITY \ \ \ I \\� \ \ " I \ \\\\ -, I 1\ \ \. 1%, I , \ \ \\ \\ _'11 � I I . I \ " � _// I . — �-�i — WATER LINE \ �\\\\ . EXISTING \,�\\-""-"__ 11 Ti �:vV,1" J I *1 � - _______�:._ 1 27. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUC ON MEANS �' ' � I , \ \ \ \ "\ 1, ! . I ) ,Z�,� _,,:� ------- :�.�_ - - -,, -, I I ( I I 11 —S--- SANITARY SEWER LINE \ \ \ i STORMWATER ,� � I ------ .::--=- I \\ AS SET FORTH IN THESE PLANS. I I -,,�,:�\ \ � � I f __ - � \ \ � T*� _______��:�---_-%,\ \\ I , \ \\ \ \ \ \\\\\ :, 1/1 _-, \\\\ \ \ IPF IRON PIPE FOUND \ \ \\\\\ POND I \\.,\\\ I \ R/W RIGHT OF WAY \ \ \\ \ \ \,:, \ \ If \\\\ I .1 \ \ \\,\\\,,\\ I /it I \it\% I I ------- FORMER PROPERTY LINE 0 p \ \\\\\\ 11 lm\ i \ \ \ I I EXISTING lilt% � I I -, _ __ — , .. - \\\\\, ; I// I t I I I DITCH LINE x \ \\ ,,,�,,,,� \%\\\\ I 1111 I I \ \ 1,,:��\ \ I ------- � if / I ^_o_11v1_v1y1e1#_e11_ey1._1?� WOODS LINE \ \ \ \\ .I-- ,Jill : ,�;,­ --_-._-_---':�-, I kp e,�b\ * - �� -, , I ...p \ \\,,,\,�', , )fill ---------- EXISTING PROPERTY LINE \ \ \ \\ _____ 11, - I I \ \\\ " __ __ "I � - � :::: 11111 " �u i P \�� "" �,�� - _____ __ 11 ////I I \ , , " -,, ,,, - " - NOTE- \ . " .. .,,:�----------�,--,,-,-,"\ / / /j/// I " \� \/M',��,P,\ ______ �� - / " ., " -, ,\ \ \ * I --------- �1 ----------- EX INTERMEDIATE CONTOUR , \ k \ ,:� \,-"�, -Z:------ - ,-:':� ------- �Z'_�, �� ., 1, �\\ � � \ - < _,�, / ,,/ 11 11 \ J( ///// I _j " ., \ , \\ \\\ - / � 35 -- -- -- --- ­­ - EX INDEX CONTOUR �M;A- ---,, ;�, - - — — ____-�� �' �_ / / // " \,N, / /////"/ CONTRACTOR SHALL NOT USE �' *'.� '�: 7�-_-�-_-�'- � -------- :-� -, -,�,,-,, ./ //// / b '� , _,'�, � .,.�"/ \ " / / / / C I ____1 _� ��.Z__ " MAIN ENTRANCE OF CAMPUS — __ __ - Tp, , \ \ --------- , I- / / / \ \ / / / / o � - *,,� *- -_ ", 11 , - - - - - - - ,- ." / - / 1. \�\,- ,'- , , ::z- -�'_� - , , �_ �, ; ; / - , -_ -, - " ,-",/ / X \ 'A \ - _z__ � " " \ � , ", , -------- , - ----- ---, , , 0 , �, , __-- __1 " . 11 - - - -- - - - - - __ t.x�l I \ ,,-�,-:z:�-------_-,- - _�<: -__-_��_____o-,,,��, ., FOR INGRESS/REGRESS FOR - - - - - - - - - - - EXISTING CULVERT \1\ 11, \ � - , , � ,�, - - ,-..-: � � "', . .,- - .--: ��,, �'.-��-_ ,_ __z - - - __= - -, ---I--- \ 001"' \ �.____� �_____:�___;:_ — ---____--- I � TI :1 " — 11 -- I ; \ �I\ \ � ", . \ � I _\ \ \ � I I I M== . _,i�\ "I - - I __1 I ___ __ - - - ___ ___ ___ __ I iill,'Y .... .. ,,,, - . 17— 0 I tl� " WHHH"'' I I I I 1111H, PROPOSED BRICK PAVERS laffmauggamm , � I I "HHH' Ill 11 '1/ ,__� __� ` T_ __ - —.---. -1- I .1 1 5 1 1 a I All 1-1-1--i ''... . %altillookills 4 - W ,U- IL���� - 111� _� . -1 "N\ I i� - — i Irn ( - �. - """' IT1111-11, ,_ "��- I / — — — — — -------- _____ \ ____ ______ . BLUE 1.11 I CLAY ROAD S.R. 1318 (N�_B�� . \ __ a" ­_ - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - _j . ove— ;i Z z:0- 1z 1� - — — — — --I__ — — — — — — — — — — — ujo�_ = z 10 m = � ( SEAL __ ZZ5, RECEIVED = = Lu 0 co rn z r_� A CURVE TABLE �:z Cy - z 19T42 . -- � - — - - — - - — - - — - - — - 1�,, le, - - — - - — - - — - - — - - — NUMBER CHORD DIRECTION CHORD LENGTH RADIUS ARC LENGTH DELTA ANGLE C1 N1 8*29'31 *W 52.33 37.00 58.12 90*00,01 0 C 9 ^`4*30'30*W 52.33 37.00 58.12 90,00,01" I ..,;�' 5 m rc 0 z 00 IL.0 .F� a �.% vV-z_ ' * �' 0 ­"� 49� ,xt Ic N '� 14,.-C47 w 1�1 AUG 1 1 2003 - \A�N'V� - - - . , !� I fr,tc I-- -Zt 6 �,,,-T 01 "' zz . D�al *"j(. *'� ` 'I- g Z� Z5 It$ .10010111 U_ cC LU Z - - 6 141M a. < 0 0 <!5 PROJ # __w Q114D -GRAPHIC SCALE o < Fn- \ 0 z 4*�, = Z 5; N I— 40 0 20 40 80 m Mis --- I I I 0 1 z �: �9� � � �� � � , -, � 11 )i�, , , '14 1 Inch = 40 Feet � - SITE PLAN LAYOUT AND PAVING PLAN 11 SCALE 1- = 40' 01 AUGUST, 2003 \ \l I 1 1.1 v\ \ I i ; I I f I CONTRACTOR TO REMOVE EXI CURB INLET FRAME & GRATE P REPLACE WITH NCDOT 840.16 SITE V L INLET FRAME & GRATE. CONTI�A. TOR EXISTI 12'x5 If *r^ G -BOX - AS-N Yri AM^ A -- I GI MOD! EEDED cc: ��=Dl a Vol Co NSTRIJICTION AN D SHALL MAINTAIN EXISTING GOITER LINE. CURB INLET CE PAD 1-40 CON ACTOR AIN 'IN T UGHOUT "'v IN 77 OCESS 75= IN- 2 7.75 a 32.69 32.75 INLET <1 TOP CURB .4�) (30­1 (301 (101 > (10 G (30-1 INv 2tX�, I / j �' j M 0 7 Qtitl INLET Lip - - - \_L/ _j 33.00 .d-OAK RIM 31,16 % 3 MM AV N _T_ W-AK 4T3_5q� \ � I of RMN i I j --r-f 11 i I I I 30.59 01 ir.::. , Is 33.50 --A, - V 0 (S-28 -CONSTRUCTION SEQUENCE: S-10 0 (10-1 1. COi4TkXCTOR TO NOTIFY NdkNR PRIOR TO BEGINNING CONSTRUCTION. (910-395-3900) 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S). _T F 0 4. CLEAR SITE, BEGIN GRADING, EXCAVATION AND PIPE LAYING EXISTING SILT FENCE 3 5. INSTALL SEDIMENT AND EROSION /TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT 32.29 33.- LEGEND TO BE MAINTAINED S-19 7= -50 - I I H THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP VICINITY MAP (&" --- I I I 11111mm m ft, --- _L_ DURING CONSTRUCTION 11 ji I I$, I i I '_t L TO THE CURRENT END OF DISTURBED AREA. 33.00 4- 6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND NOT TO SCALE POWER POLE ANCHOR MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15 DAYS. EXISTING SILT FENCE 11 CA 1�-=_-_=TV 33.50 OVERHEAD ELECTRIC 7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. 0 TO BE MAINTAINED W 0 & CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE - UT- =PS:359 UNDER GROUND UTILITY DURING CONSTRUCTION 0 PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. - W WATER LINE 9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY NCDENR. t Ill P-! S-9 �4 /4 1-4 0 SS- SANITARY SEWER LINE T Ill J IPF IRON PIPE FOUND EROSIOq CONTROL NOTES: If S-25 1. ALL CONSTRUCTION ACTIVITIES SHALL 13E PERFORMED IN COMPLIANCE o R/W RIGHT OF WAY 1 33.50 NTH THE SEDIMENTATION POLLUTION 1 FIFT1FT,% /CONTROL ACT OF 1973. FORMER PROPERTY LINE EXISTING TC-34.25 -7 2/ ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE BC-33.75 d DITCH LINE STORMWATER EARTH FOR THE SHORTEST POSSIBLE TIME. DETENTION ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND WOODS LINE POND Ill 3*0AK IL UNIFORM GROUND COVER. 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL EXISTING PROPERTY LINE TC-34.25 I L€� 33.T11 P"ISTING TEMPORARY MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY BC-33.75 L / / / / %/ ' , . �. Si:DIMEN* TRA� TO BE TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. 0 30 PROPOSED CONTOUR 2901 4.36 C 10 5. SEDIMENT AND EROSION/ -TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION SILT FENCE TC- 34.25 ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. 0 2 0 SC-33.75 33. v Fri -1 6. OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE WILL MAKE PERIODIC AND 110-1 10UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. F __31 EX INTERMEDIATE CONTOUR .41 3 .70 1 .41 3 •5 EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE -3.38 STEPS TO REMEDY THE SITUATION. -35 EX INDEX CONTOUR TC-34.25 CS-15 1 file s 1 3 .001 7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. PROPOSED STORM DRAIN x 8. DISTURBED AREA lo, 406,850.40 SF (9.34 AC) 32- 32.9 - 33.5 EXISTING CULVERT 80 TC-3 25 SEEDING SCHEDULE; TC_ STORMWATER NQTES: EIC 3 .75 49 3 L09 1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE - , --- - =z /X TING STORMWATER PONDS. STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON F1 1 1. RUNOFF FROM SITE DRAINS TO EXISTING PROPOSED INLET PROTECTION 33. 0 INLET 2. NCDWQ PERMIT NUMBER FOR EXISTING POND IS SW8 990923 THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN •11 ur %.3. TOTAL DRAINAGE AREA #3 oms 41.90 AC 30.0 __T if NI "4. DISTURBED AREA = 406,850.40 SF (9.34 AC) ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW. HOWEVER, IT 334 /X/ a6 IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO SITE SPECIFIC CTURE\ - 07, •/"* /Z 5. ALLOWABLE IMPERVIOUS AREA (70,w, 29.33 AC) V/ INLET asp (6. ACTUAL IMPERVIOUS AREA TO DATE = 884,703.60 SF (20.31 AC) CONDITIONS. -TOP CURS 331 PROPOSED STRU t 15'R6P.7. PERCENT IMPERVIOUS TO DATE 48% A. CULTIVATE AREA TO A DEPTH OF So. Os% liliv 27�6�4u7.27 B. APPLY AGRICULTURAL LIME AT THE RATE OF 3000 LOS. PER ACRE. X/ 469 2 LOD PROPOSED CONSTRUCTI'ON LIMITS, 29.98 33. 1 C. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 500 LEIS PER ACRE. If I 77t J, MAINTENANCE PLAN D. SOW GRASS SEEDS AT THE FOLLOWING RATES: 33.45 IN Z > IS *T-1 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND DRY SOILS (APRIL SEPTEMBER) 1 1 g-3 OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN 22 8'> 10 4 31 ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL Km RATE PER ACRE 12 /j/ // k?'I % v 1111La,11,1 /// /,/ - BERMUDA GRASS 40-80 (1-2 LB/1, SQ.FT.) PRACTICES AS DESIGNED. 15 01 U 0 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED NTH AN ADDITIONAL 2 x E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LEIS PER ACRE. U 29.66 I�j INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO w ITC-34.251 THE STREET WILL BE IMMEDIATELY REMOVED. F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE 4 K-33.75 I AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A 30.64 \\,\ 'I I - 1 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP OF 300 GALLONS PER ACRE. 31.05 32.37 o 1 ` I to \ \_- € € I € I_ ; f , ', ';f r'�% ,{ / f�, cif % i I I If 1 0 € ! I BARRIER. 2. WERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT • ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND'MULCHED PERIOD OF TIME. DUE TO SEASONAL CONSIDERARATIONS. A TEMPORARY COVER SHALL BE j;j/_j'/ / / # ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE: 04 Irl I I III ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE I CIO IV) 1 32.8 111 -VEGETATIVE COVER, 40D --- WINTER (SEPTEMBER APRIL) SUMMER (MAY - AUGUST) 29,44 NOTES: ANNUAL RYEGRASS 50 LB& GERMAN MILLET 50 LB& STABILIZATION TALL FESCUE 50 LBS. SjT I N N R if ?CON A T UC OCES 4- E of Af D" 30,70 E31 - 32.91 0 < 34.25 /L.Lj 22­4v 20 TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. /Z 1. ALL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY VE PHASE OF GRADING. WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY 29.73 EIC 33.75 EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT 2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF Z/ BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS ANY PHASE OF GRADING. I 32.6 25 /v 32.70 1, 0 fill I SOON AS CONDITIONS ARE FAVORABLE. TC-34. I I/ 42 -9. E D5 BC-33.75 3.41 J CL t,3. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH. IN, f#1 I I il%- 32.0t) IN, cc TC-34.25 XEXIS ING siL r m it BC-33.75 %ri -- q I I'. 'IF, -_ -- If F-TO OE_' REM YLY IMG wA IN 'EDCON$ RRIQPO�u ///A_: �;�NNV iN��3 STOF 1 11JI /P R -,7,07 4 9f; BC-33.75 -4- -2 + 41J. > , // r%; ,%%'�/ /f ` /� / !/ r ;�j` r'r ' € € € € I I € 15-24 / i� I I A, 133.57t 4m I"'I" - . -- J 29.4 Of ;�� - �€i11 f�/ `�/'{/ ! €€ € 1 M € ! I € € € '�_� 230I � � J ( ! I I ID -IT itlll(10 1 1 1 IIII1'IL.5 1 33. ;�O�� _4_2 9 - - - - - - - - - - 00 33.56 - - - - - - - - =37- y 1 II J J o 33.14 / '� / \ �, �' € i€i€ I ( { t 9. 4 3 f� €IIf I \ / ! o EXISTING I I I I EIS \ \v` j \ € € € STORMWATER 33.36 33.36 DETENTION 32.66 32.66 .2! POND NLET 7}TOP 31.80 N11 32.23 22 30.81 31.42 INV / (l j € i € I J 32.35 32.51 31_57, 3a. :D 2 31-95 31.95 60 30.76 30.10 28.8 0.34 31.40 31.47 1 30, 31.26 311 -50-6-3)) 30. 29.60 2 29. 1A -7 < 59 30.80 29.18 DA T13 9E RE N�\ 1111 INLET PROTECTIW 4 P-13- 0 IN TA_CAI ION SILT FE4�E 0 1111 (TYP.) SEE DETAIN 0 SHEET C7.1 3 0 3:0) 0"t x -2 S-21 I NN S-11 \ \ ���\\ \ j j € € € i - - -- - - - -_ L - - - - - - OD _00 LOD LOD 29-- SEAL 1 742 ld3 r-AIQIII'4%2 SILT FENCE - - - - - - - - - - - 28 - - - - - - - TO BE DEMOLISHED TO BE MAINTAINED 0 A 11 1 4 DURING CONSTRUCTION \ \ \ 1_. Tom _N CP PROPOSED SILT \\\\\ \ \ \\ \\\ \ \V\ EXISTING _30- C,\4 -Z2 FENCE. SEE DETAIL SHEETC7.1 STORMWATER _27- DETENTION Z26 \ t \\ \ \\ \ `\ \\7, \` \\\\ POND 3 .41 SEDIMENT TRAP #1 VOLUME 3,700 F N\ T*`3 N\ IVJ L= 37 FT 0 N\ \�x W=7 FT N Z\ X N ;Z-� 1-2 cv I NOTE: �y CONTRACTOR SHALL NOT USE %/x MAIN ENTRANCE OF CAMPUS / 61. FOR INGRESS/REGRESS FOR CONSTRUCTION PURPOSES. o €€III Ill `� '� \ \ \� ��,� Il NOTE: ALL SPOT GRADES ARE TO GUTTER LINE. Z INLET RIM 2�) 62 E- CL:AY- RdA-D S. R. 1318 (60' R/W) ___._ __ -- - � __._ � .,..•. _ .._. ..._ _ -- .� � ..._ ...,_ .- _ _ � - _ � - _ - - - - - - _... GRAPHIC SCALE 40 0 20 40 80 At IV i Inch 40 Feet WETLAND NOTE: \�Ijt It 7 it I I WETLAND AREA ON .PROPOSED SITE WAS PREVIOUSLY PERMITTED BY THE USCOE, PERMIT NO. 200000847 DATED APRIL 13, 2000. STORM SEWER-., STRUCTURE SCHEDULE -STR. NO.'-! TYPE I REMARKS S_1__ FLARED END SECTION NCDOT STD. 310.05 S-2 MANHOLE NCDOT STD. 840.31 OR 840.32, FRAME & GRATE 840.54. S-3 CURB INLET NCDOT STD. 840.01, FRAME & GRATE 840.03. S-4 MANHOLE NCDOT STD. 840.31 OR 840.32, FRAME & GRATE 840.54. EXS-53 EXISTING CURB INLET EXISTING STRUCTURE S-5 MANHOLE NCDOT STD. 840.31 OR 840.32, FRAME & GRATE 840.54. S-6 CURB INLET NCDOT STD. 840.01, FRAME & GRATE 840.03. S-7 MANHOLE NCDOT STD. 840.31 OR 840.32, FRAME & GRATE 840.54. EXS-49 EXISTING CURB INLET EXISTING STRUCTURE S-8 CURB INLET NCDOT STD. 140.01, FRAME & GRATE 840.03. S-9 MANHOLE NCDOT STD. 840.31 OR 840.32, FRAME & GRATE 840.54. S-10 DROP INLET NCDOT STD. 840.15, FRAME & GRATE NCDOT STD. 840.16 S-11 MANHOLE NCDOT STD. 840.31 OR 840.32. FRAME & GRATE 840.54. S-12 CURB INLET NCDOT STD. 840.01, FRAME & GRATE 840.03. S-13 CURB INLET NCDOT SM. 840.01, FRAME & GRATE 840.03. S-14 CURB INLET NCDOT STD. 840.01, FRAME & GRATE 840.03. S-15 FLARED END SECTION, NCDOT STD. 310.05 S-16 CURB INLET NCDOT STD. 840.01, FRAME & GRATE 840.03. S-17 CURB INLET NCDOT STD. 840.01, FRAME & GRATE 840.03. S-18 CURB INLET NCDOT SM. 840.01, FRAME & GRATE 840.03. S-19 FLARED END SECTION NCDOT STD. 310.05 S-20 CURB INLET NCDOT STD. 840.01. FRAME & GRATE 840.03. S-21 MANHOLE NCDOT STD. 840.31 OR 840.32. FRAME & GRATE 840.54. S-22 MANHOLE NCDOT STD. 840.31 OR 840.32, FRAME & GRATE 840.54. S-23 DROP INLET NCDOT STD. 840.15, FRAME & GRATE NCDOT STD. 840.16 S-24 DROP INLET NCDOT STD. 840.15, FRAME & GRATE NCDOT SM. 840.16 S-25 DROP INLET NCDOT STD. 840.15, FRAME & GRATE NCDOT STD. 840.16 S-26 DROP INLET NCDOT STD. 840.15, FRAME & GRATE NCDOT STD. 840.16 S-27 DROP INLET NCDOT STD. 840.15, FRAME & GRATE NCDOT STD. 840.16 S-28 DROP INLET NCDOT SM. 840.15, FRAME & GRATE NCDOT STD. 840.16 EXS-19 EXISTING MANHOLE EXISTING STRUCTURE EXS-20 EXISTING CURB INLET EXISTING STRUCTURE STORM SEWER SCHEDULE DRAINAGE PIPE DATA LINE NUMBER FROM STRUCT. NO. TO STRUCT. NO. Pipe Type/ Class Pipe Size in LENGTH SLOPE (7.) UPSTREAM RIM (ft) DOWNSTREAM RIM (ft) UPSTREAM INVERT (ft) DOWNSTREAM INVERT (ft) P-1 S-2 S-1 RCP Ill 36" 66 LF 0.50 29.00 N/A 24.33 24.00 P-2 S-3 S-2 RCP Ill 24" 56 LF 0.50 29.18 29.00 24.61 24.33 -3 1 S-4 S-3 RCP Ill 24" 57 LF 0.51 31.35 29.18 24.90 24.61 P-4 S-5 S-4 RCP Ill 24" 103 LF 0.50 32.28 31.35 25.41 24.90 P-5 S-6 S-5 RCP Ill 24* 108 LF 0.50 33.16 32.28 25.95 25.41 P-6 S-7 S-6 RCP Ill 18" 88 LF 0.49 33.75 33.16 ZU8 25 ,95- P-7 S-8 S-7 RCP Ill 1 18" 72 LF 0.50 33.16 33.75 26.74 26.38 P-8 S-9 S-8 RCP Ill 1 15" 112 LF 0.51 32.25 33.16 27.31 26.74 P-9 S-10 S-9 RCP Ill 18 94 LF 0.50 32.50 32.25 27.78 27.31 P-1 0 EXS-53 S-4 RCP Ill 15" 21 LF 1.00 30.67 31.35 26.43 26.22 P-11 EXS-49 S-7 RCP Ill 15 13 LF 1.00 32.66 33.75 27.25 27.12 P-12 S-11 S-2 RCP Ill 24- 311 LF 0.30 30.00 29.00 25.26 24.33 P-13 S-12 S-11 RCP Ill 18" 141 LF 0.30 28.80 30.00 25.69 25.26 P-14 S-13 S-12 RCP Ill, 15" 55 LF 0.49 28,80 28,80 25.96--.... 25.69 P-1 5 S-14 S-11 RCP Ill 18" 14 LF 0.50 30.17 30.00 25.33 25.26. P-16 S-16 S-15 RCP Ill 24* 30 LF 0.50 29.41 28.00 24.15 24.00 P-17 S-17 S-16 RCP Ill 18" 117 LF 0.50 29.60 29.41 24.74 24.15 P-18 S-18 S-17 RCP Ill 15" 116 LF 0.50 29.42 29.60 25.32 24.74 P-19 S-20 S-19 RCP Ill 1 42" 48 LF 0.29 29.57 27.00 23.77 23.63 P-20 S-21 S-20 RCP Ill 42" 68 LF 0.29 31.60 29.57 23.97 23.77 EX-23 EXS-26 S-21 RCP Ill 3o" 180 LF 0.49 30.61 31.60 24.85 23.97 P-21 EX -PIPE S-21 RCP Ill 24* 34 LF 0.41 NZA 31.60 24.11 23.97 EX-17 S-27 S-28 RCP Ill 18- 65 LF 0.95 32.00 32,67 25.29 24.67 P-22 S-23 S-4 RCP Ill .15" 41 LF 1,00 31.55 31-35 25.41 25.00 P-23 S-24 S-5 RCP Ill 15" 27 LF 1.00 31.76 32.28 25.68 25.41 P-24 S-25 S-9 RCP Ill 15" 27 LF 1.0 32,512 33.25 n,58 27.31 P-25 S-26 S-10 RCP Ill 15" 86 LF 1.0 32.00 32.50 -28,64 27.78 P-26 EXS-20 S-27 RCP Ill 1 a" 55 LF 1.0 31.49 32.Q0 25.29 EX-18 S-28 I S-22 RCP Ill 18" 36 LF 11151-si --1 -7 r, 7 33.60 --2-5-8-4-- 24367- 24.40 -1 Zwok 8 i� 0 u Q ZZZ AIM u (A Im . ; . 865 �as &3 72 2 g.G 11 Oak al 2�6, wo E ri V IP t-- M MC3- 1-9 45 rn Z 8 heEU14 6 .2 E I REVISIONS I CONSTRUCTION DOCUMENTS Li 1000 r% k� Li 0 U < :D => 0 m 0 ry CJ u do r% < ry O LLJ LJLJ 0 L.Lj F- 0 DIED PRINCIPAL- PROJECT MANAGER: MNH DESIGNED BY: RPB DRAWN BY: RPB CHECKED BY: DIED PROJECT NUMBER: 10706.00 CADD FILE- C5.1-GRADE-DRAIN-EC C5.1 01 AUGUST, 2003 RCP Ill = CLASS Ill RCP INCLUDES FLARED END SECTION SITE PLAN GRADING, DRAINAGE AND EROSION CONTROL 11 SCALE 1" = 40' O 2 a 1-40 v � � a , • Dol KERR AV N f _ s LEGEND POWER POLE/ANCHOR ------- OVERHEAD ELECTRIC _--- UNDER GROUND UTILITY -- WATER LINE !PF IRON PIPE FOUND R/ W RIGHT OF WAY -- -------- FORMER PROPERTY LINE DITCH LINE ri WOODS LINE - - EXISTING PROPERTY LINE 30 PROPOSED CONTOUR SILT FENCE -- - -,- - ----- EX INTERMEDIATE CONTOUR 35 _,_.w ..,_ _:._._h EX INDEX CONTOUR PROPOSED STORM DRAIN A•••�•••••� PROPOSED ROOF DRAIN EXISTING CULVERT gqw HEAVY-DUTY PAVEMENT z�� `.�„ PROPOSED LANDSCAPE, SOD OR SEED AREA S / i\\\t4ttigtE/p • .�� A APPROVED WORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION SEAL DIVISION OF WATER QUALITY A - 9a74 I -)AA12 Z x)-3 :wry f Z: 03 �w IV APPROVED !p%ptttllkitsttt\\ NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION GRAPHIC SCALE DIVISION OF WATER QUALITY 6o 0 30 60 120 I Inch = 60 Feet OVERALL SITE PLAN SCALE 1 " = 60' z S 0 o v s;,, f ct oa. ffi "M' a► en,M a z� S 0 E.j N ui d) j C C in y 0. O lu U > Q r� 0 zzz }yjg �F c�V a cx'rd rd N �+— Uap �na IME �69v CZ 0 d doull ovaa= t7 C e REVISIONS Z W U 0 UL51VN DEVELOPMENT 1' ts- L C W 0 u C J W � c U 0 _ ry Q O i � z O LLJ ~ < Q_= PRINCIPAL: DED PROJECT MANAGER: MNH DESIGNED BY: RPB DRAWN BY: RPB CHECKED BY: DED PROJECT NUMBER: 10706.00 CADD FILE:OVERALL-LAYOUT OVERALL SITE PLAN C 1 v 0 22 JANUARY 2003 C LEGEND POWER POLE/ANCHOR OVERHEAD ELECTRIC UNDER GROUND UTILITY WATER LINE IPF IRON PIPE FOUND R //W RIGHT OF WAY FORMER PROPERTY LINE DITCH LINE WOODS LINE EXISTING PROPERTY LINE ---------- ----------- EX INTERMEDIATE CONTOUR 1,40 21m, NUMBE DIREC11ON DISTANCE Ll S6329'30 E 2.28' S6 S7 26.91'--- 4*40"E 43.1 _S74'1 S74*1 4'40"E 6.23* S63*2 CURVE TABLE NUMBER CHORD DIRECTION CHORD LENGTH RADIUS ARC LENGTH C1 S66*07'55"W 127.55 100.00 138-11 C2 N86*1 2'29"W 15.34 37.00 15.45 C3 S86*1 229"E 11.19 27.00 11.28 C4 N32-30'49"W 34.57 37-00-T-35.97 GENERAL NOTES 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY WK DICKSON & CO., INC. DATED JUNE 11, 2002. 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL CODES. 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS, 6. CONTRACTOR SHALL MAINTAIN THE SITE 1N A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND / OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. 9. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 10. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. _5 EX INDEX CONTOUR 11. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEANED AT ALL TIMES. EXISTING CULVERT V=os PROPOSED ASPHALT 12. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE wz w PROPOSED HEAVY DUTY PAVEMENT PAVEMENT. SEE UNLESS NOTED DIFFERENT ON PLAN. gw - - SHEET C7.2 FOR DETAILS. 13. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE ­x k. PROPOSED LANDSCAPE, ✓ DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER x SOD OR SEED AREA AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. =210914.6"j E=2339144.f Aj4 - VL PROPOSED ACCESS DRIVE. SEE SHEET C&O FOR DETAILS Yf 'g N6 /QPG ti 3R 14. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL 5'R DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, N26*30'30"E CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE 149.21 DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. 'Con ui 15. ALL PARKING LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS Z C5 AND SHALL CONFORM TO NCDOT. 7Z 16. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE A C14 SEE SHEET L3.0 EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE S26*30'30"W t- FOR LANDSCAPE DESIGN GIVEN TO THE OWNER UPON COMPLE11ON OF THE PROJECT WITH A COPY OF THE 91 167.00' - - - - 11 AND DETAILS. (TYP) TRANSMITTAL LETTER TO THE ENGINEER. Li ui 17. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE �o 6 2 CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE 0 0 PROPOSED 24" (o (o CONC. CURB & BE MADE WITHOUT THE PERMISSION OF THE OWNER. Co to V) U) GUTTER. SEE 0 ,a) C� GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL K, 0 ­�-f C14 SHEET C7.2 18. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE S26*30'30" FOR DETAILS LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE N _ _ �W _ _ 91 167.0 SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO 1 16 7 EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. u.j ui NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO C,4 0 ('� ` fsfr^t` Y C� REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE (o FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" 'R TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE 10'R ;1) U-) t72 CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. S26'30'30"W 91 ;67.00' g6,19XR 19. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION N1 I 1 20. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB. o C6 PROPOSED 21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS 9 17 If I I I i CONCRETE NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF 'DRIVERS IN THE PARKING AREA AND SIDEWALK. SEE AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS. N26*30'30"E L SHEET C7.2 C14 FOR DETAILS 4. f" -7 ill. T­;�,,:Z�,yc,�' fg �7 ul) '30'30"E 125.30' 91 MID N26*30'30"E E) PROPOSED 99 HEAVY DUTY TYF ASPHALT. SE 41P SHEET C7.2 FOR DETAILS � � � � r. - s.,, Nt -' t.; �V � f f � i ' I � { 3 l i t ( ' j! i 1 04 N26'30 30"E _E) 234 EXISTING SPACES 102.51' ,Z. cc C6 51k �PL PROPOSED 6' CONCRETE 7 N' i '. ! f # s € i SIDEWALK. Z)tt As4 26*30'3LUO"E SHEET C7.2 91.11 FOR DETAILS '00 N PROPOSED 24" 1.4 MAY- CONC. CURB & GUTTER. SEE SHEET C7.2 ,A.L 10'30"E SEE SHEET L3.0 FOR DETAILS �1 _; I � ­ . I ��2 - - *�t � - FOR LANDSCAPE DESIGN CONCRETE '79,62' AND DETAILS. F SIDEWALK. SEE SHEET C7.2 / 71 74 PROPOSED ACCESS 46 T-� P%,'. TwV HIC AH, DRIVE. SEE SHEET• "VA; C8.0 FOR DETAILS E=2338521.98 PROPOSED . . . . . . . . . . . . . . . HEAVY DUTY !.5'R 12.5'R WIR ASPHALT. SEE :MAK SHEET C7.2 FOR DETAILS o z 0. IL z A C! A Z,= Z , 0 m S .9 E L6 Lu 4) C IT I- E a z C 0 0 mr Im < z000zz WN 9 - , If C4 Z9 :osr. =a: E 09 0 gg ZE-6 r: to 10 ILI REVISIONS z w DESIGN DEVELOPMENT bi CD Li-i 0 C) 0 V) < =D < X 0 L.LJ 0 r?- 0 ry < 0 0 I- Lj_j 0 < < PRINCIPAL: DED PROJECT MANAGER: MNH DESIGNED BY: RP8 DRAWN BY. RPB CHECKED BY. DED PROJECT NUMBER: 10706.00 PAnn FILE: t14fL_1 A%YV IT-DAMWI GRAPHIC SCALE 'MI s 40 0 20 40 80 1 Inch = 40 Feet C4f.0 DIMENSIONED LAYOUT SCALE 1 =40' 22 JANUARY 2003 1 1 22. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES. 23. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 24. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. 25. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 26. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CURRENT ZONING: .0&1 (OFFICE AND INSTITUT10 MAXIMUM BUILDING HEIGHT: 40 FT. MINIMUM INTERIOR LANDSCAPE ISLAND: 50 SQ. FT. MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA PARKING: 1 SPACE/ EACH 10 STUDENTS PLUS 1 SPACE FOR EACH CLASSROOM AND ADMIN. ROOM SITE INFORMATION REQUIRED PROVIDED MINIMUM LOT SIZE 15,000 SF 6,168,967 SF (141.62 AC) MINIMUM LOT WIDTH 90 FT > 90 FT. SETBACK STANDARDS MINIMUM FRONT YARD: 25 FT. 25 FT. MINIMUM SIDE YARD: 0 FT. N/A MINIMUM REAR YARD: 0 FT. N/A PROVIDED PARKING: TOTAL EXISTING PARKING: 448 SPACES TOTAL PARKING EXPANSION: 262 SPACES (EXPANSION ONLY) EXISTING BUILDING: 117,340 SF PARKING RATIO: 6.1/1,000 SQ FT HANDICAPED SPACES: 20 EXSTING PROVIDED, 9 REQUIRED SURVEY NOTES: 1. CALL "CENTRAL LOCATING SERVICE" BEFORE EXCAVATING OR BORING.UNDERGROUND UTILITIES SHOWN ARE LOCATED IN PART FROM ACTUAL FIELD LOCATIONS, OLD RECORDS AND AS MARKED BY "NOCUTS, INC." IN JANUARY, 1999. THERE MAYBE OTHER UTILITIES NOT SHOWN. 2. NO WATERCOURSE OR 100-YEAR FLOOD PLAIN AS MAPPED BY F.E.M.A. OR AS DEFINED BY ANY FEDERAL OR STATE OR LOCAL AUTHORITY IS LOCATED ON THIS PROPERTY. THIS STATEMENT IS BASED UPON EXAMINATION OF FIRM MAP NO.S 370168 0030 D AND 370168 0040 D BOTH OF WHICH WERE LAST REVISED APRIL 15, 1986. 3. THIS TRACT IS IN ZONE C ACCORDING TO F.E.M.A. FIRM MAP COMMUNITY -PANEL NUMBER 370168 0030 C, REVISED APRIL 15, 1986. 4. FIELD SURVEY AUGUST 2002. �. ELEVATIONS BASED ON NCGS MONUMENT. CULVERT 2" (ELEV. 30.32) NGVD 29. _j, FLII IiR�ll I I T I 1_--, 11 EXISTING BUILDING F.F.E. = 35.0 �p Imc FIILIOW41121�li ti VICINITY MAP NOT TO SCALE 214 EXISTING SPACES ff r HC HC ------------------ ---------- DRAINAGE BOUNDARY FOR - DETENTION POND GE BOUNDARY MAP NOT TO SCALE MOM L D LOD F� ­32 1 OD L -0 DC _33- 52, 3 0 32 32.56 3.73 31,0 }.`' tt}i} ' 3 0.5 .21 31.3 1 3-1 31.42 0 0 rT1 31.00 31.62 _7 r 0 31.83 . 23- STONE CHECK DAM 33.04 .72 .72 32.24 32.06 32.24 r 0 3-2.14 :3) 32.352' 31.85 /� '., I 31.81 31.70 3 6!f r 0 C) 61-00 31.75 31.28 w ' I f 31. 6 1 31.06 3 !2 10. GRADE CONCRETE WALK TO SLOPE AWAY FROM 30.93 31.00 0 PARKING LOT 1.31 K., LOD 1.35 31.74 - - - - - - LOD ------- 1. 8 3.96 r .7 .9 0 m 0 .21 WAIL IN E L. 33. 30.61 32 5 J \V T RIPRAP-APRON14 85 CLASS STONE STONE 31.75 31.69 31.82 lik"T cF- 31.69 31.78 31.86 41 qu 31. 5. lilt 32.15 234 EXISTING SPACES 32.02 3 0 -S-2 0:7)I� PROTECT EXISTING 1 TREES Q� HC J/ 31.78 s IHC XIS-,nNG PITCH TO BE RESHED AS - SHOWN. U-1 SIDE/SLOPES) 31.56 SEE DETICER-3, /SHTj� 7.2 eP /r Fic 00 PROTPOSED SILIT FENCE 'E MAINT41NED 3b �j i EXIVING 12 k50, I TO B 26 DURING CONSTRUCTION 31 IV TEMPORARY tONSTRUCTI[W NENTRANCE PAD TO REMAIN i'222Z 0 .04 1.54 CONTRACTOR TO MAINTAIN 31.28 THROUGHOUT CONSTRUCTION RROQE�S RIPRAP AOROI 31 4313 00 CLASS B STONE ro 0 LODOkX-- LOD 3 LOD -LOD LOD LOD �32 32 31.92 0 32.00 32.75 31.90 'PROPOSED SILT FENC CONSTRUCTION SEQUENCE: 1. CONTRACTOR TO NOTIFY NCDENR PRIOR TO BEGINNING CONSTRUCTION. (910-395-3900) 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S). 4, CLEAR SITE, BEGIN GRADING, EXCAVATION AND PIPE LAYING 5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. 6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED, DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15DAYS. 7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. 8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. 9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY NCDENR. EROSION CONTROL NOTES: 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. 5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. 6. OVER THE DURATION OF THE PROJECT THE OWNER'S REPRESENTATIVE WILL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CON*OL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY THE SITUATION. 7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. 8. DISTURBED AREA = 104,085.96 SF (2.39 AC) STORM WATER NOTES: 1. RUNOFF FROM SITE DRAINS TO EXISTING STORMWATER PONDS. 2. NCDWQ PERMIT NUMBER FOR EXISTING POND IS SW8 990923 3. TOTAL DRAINAGE AREA #3 = 41.90 AC 4. DISTURBED AREA - 159,871 SF (3.67 AC) 5. ALLOWABLE IMPERVIOUS AREA (707, 29.33 AC) 6. ACTUAL IMPERVIOUS AREA TO DATE = 591,980.40 SF (13.59 AC) 7. PERCENT IMPERVIOUS TO DATE = 467* MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER. STABLIZATION NOTES 1. ALL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF GRADING. 2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF GRADING. SEEDING SCHEDULE 1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW, HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. A. CULTIVATE AREA TO A DEPTH OF 5". B. APPLY AGRICULTURAL LIME AT THE RATE OF 3000 LBS. PER ACRE. C. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. D. SOW GRASS SEEDS AT THE FOLLOWING RATES: DRY SOILS (APRIL - SEPTEMBER) RAIE PER ACRE BERMUDA GRASS 40-80 (1-2 LB/1,000 SO -FT.) BERMUDA GRASS E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 300 GALLONS PER ACRE. 2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT PERIOD OF TIME. DUE TO SEASONAL CONSIDERARATIONS, A TEMPORARY COVER SHALL BE ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE: WINTER (SEPTEMBER - APRIL) . SUMMER (MAY - AUGUST)ANNUAL RYEGRASS 50 GERMAN MILLET 50 LBS. 4 LEGEND POWER POLE/ANCHOR OVERHEAD ELECTRIC UNDER GROUND UTILITY WATER LINE IPA IRON PIPE FOUND R/W RIGHT OF WAY FORMER PROPERTY LINE DITCH LINE WOODS LINE EXISTING PROPERTY LINE 30 PROPOSED CONTOUR SILT FENCE EX INTERMEDIATE CONTOUR EX INDEX CONTOUR PROPOSED STORM DRAIN EXISTING CULVERT PROPOSED INLET PROTECTION TEMPORARY SEDIMENT TRAP DRAINAGE FLOW ARROW LOD LIMITS OF DISTURBANCE w m, 0 wo w m M DRAINAGE AREA 1-40 2r/ 1-40 2= VICINITY MAP NOT TO SCALE DRAINAGE PIPE DATA LINE NUMBER FROM STRUCT. NO. TO STRUCT. NO. Pipe Type/ Class Pipe Size in LENGTH SLOPE M UPSTREAM RIM (ft) DOWNSTREAM RIM (ft) UPSTREAM INVERT (ft) DOWNSTREAM INVERT (ft) P-24 CI-24 FES-23 RCP 111 15- 2-Q- LF * 0.52 30.66 29.00 27.13 27.03 P-25 CI-25 CI-24 RCP III 1 15" 23 LF 0.52 30.66 30.66 27.25 27.13 P-26 CI-26 CI-25 RCP 111 15" 14 LF 0.50 30.95 30.66 27.32 27.25 P-28 CI-28 FES-27 RCP IV 36" 19 LF * 0.30 30.61 31.00 26.08 26.02 P-29 CI-29 CI-28 RCP IV _30' 23 LF 0.30 30.61 30.61 26.15 26.08 P-35 CI-35 CI-29 RCP 111 15" 73 LF 0.30 31.04 30.61 26.37 26.15 P-30 CI-30 CI-29 RCP IV 1 30" 84 LF 0.30 30.71 30.61 26.40 26.15 P-36 Cl- 36 CI-30 RCP IV 15" 180 LF 0.30 30.71 30.71 26.94 26.40 P-31 DI-31 CI-30 RCP IV 30_ 102 LF 0.30 30.57 30.71 26.68 26.40 P-32 MH-32 DI-31 RCP IV 30" 69 LF 0.31 32.05 30.57 26.87 26.68 P-37 DI-37 MH-32 RCP IV 18" 118 LF 0.30 30.57 32.05 27.22 26.87 P-33 S-33 MH-32 RCP IV 24" 112 LF 1 0.30 1 32.62 32.05 27.24 2687 TALL FESCUE 50 LBS RCP III = CLASS III RCP TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. * INCLUDES FLARED END SECTION (FES) WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY Cl - CURB INLET EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT DI - DROP INLET BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS MH -MANHOLE SOON AS CONDITIONS ARE FAVORABLE. 3. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH. WETLAND NOTE: WETLAND AREA ON PROPOSED SITE WAS PREVIOUSLY PERMITTED BY THE USCOE, PERMIT NO. 200000847 DATED APRIL 13, 2000. ,U-R& 31.49 INV 25 34 ji Lj u EXISTING BUILDING F.F.E. = 35.0 TO BE MAINTAINED 33.00 OA DURING CONSTRUC' -A I'll. I _1� uu T09, 0%ro K aCr 3N CL__� 32 . . . . . . . . . . . . . . SEDIMENT TRAP #1 3t' VOLUME = 548 FT 3 if Z-1 L=46 FT T-36- D=4 FT 8 ao W=4 FT 3 '14 7- ---- ----- -- 214 EXISTING SPACES SEAL Z jZ P7 V(31 N . H. 11 , 011�1 GRAPHIC SCALE 40 0 20 40 80 1 Inch = 40 Feet GRADING, DRAINAGE & EROSION CONTROL PLAN SCALE 1 40' '-28 goo 0 x v ZZZ ON E SS, , rl oz VI Z Adh REVISIONS DESIGN DEVELOPMENT LIJ CD Lj_j _j 0 U 0 a- => X :�E I 0 L.LJ 0 ry (_5 0 < 0 W LL_ 0 F- L1_ rl000 0J o - < < PRINCIPAL: DED PROJECT MANAGER: MNH DESIGNED BY: RPB DRAWN BY: RPB CHECKED BY: DED PROJECT NUMBER. 10706.00 CADD FILE: C5.0-GRADE-DRAIN-EC C5* 0 22 JANUARY 2003 DESIGN DEVELOPMENT LIJ CD Lj_j _j 0 U 0 a- => X :�E I 0 L.LJ 0 ry (_5 0 < 0 W LL_ 0 F- L1_ rl000 0J o - < < PRINCIPAL: DED PROJECT MANAGER: MNH DESIGNED BY: RPB DRAWN BY: RPB CHECKED BY: DED PROJECT NUMBER. 10706.00 CADD FILE: C5.0-GRADE-DRAIN-EC C5* 0 22 JANUARY 2003 -EXISTING TREE I tt I STAKES DRIPLINE ---"" t .�-----I_-HEIGHT ABOVE SILT BARRIER PROTECTIVE BARRIER-•�•� 1 I GRADE MAXIMUM SIDE SLOPE IS 2:1 1 STAKE AT FENCE EACH CORNER GROUND.'.'.'.'::.'.'.'.'.'.'.'.'.'::.� t C3 6 MIN. /^ Box 1 1 /2" PER FT SLOPES= 3:1 ti SLOPES= 3:1 1 /4 PER FT 1 /4" PER FT I r < MIN. MIN. ( WIDTH VARIES 12 MIN. ',•; •�, ,.: is i. NOTE: r . a.. ® , 2» - 3" TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A CURB - r CURB COARSE AGGREGATE SILT BARRIER FENCE SECTION A ---A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. SEE PV-3( SEE PV-3) NOTE: CONTRACTOR TO KEEP WIDTH OF CLEANED NOTE: FOR CURB INLETS AND DROP INLETS DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO {) PAVEMENT DITCHES THE SAME AS PRIOR TO CLEANING. THE TIPS OF THE OUTERMOST BRANCHES. (SEE PV-1) METHOD OF TREE PROTECTION DURING CONSTRUCTION ER-1 TEMPORARY CONSTRUCTION ENTRANCE ER-2 DROP INLET PROTECTION (ER-3 TREE PROTECTION RD-4 ROAD DETAILS SD-5 EXISTING DITCHES C- 7.1 N.T.S. C-7.1 N.T.S. C- 7.1 N.T.S. C-7.1 N.T.S. C- 7.1 N.T.S. VARIES (10' MAX.) I I 3,_6» F' TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. i #12-1 /2 GUAGE CONC. PIPE _ A 8" 8" LINE WIRES MIN. X X #12-1/2 GUAGE P PEC• P PEC 3:CONC. I CONC. PIPE CONC. PIPE PIPE I \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ // IN \\ \\ \\ \ BOTTOM STRAND MIN. #10 GUAGE \\ / PLAN PIPE ORIENTATION VARIES SEE PLAN WITH COPING REMOVED GRATE ELEV. SEE SHEET C-4.03 SECTION X-X GENERAL NOTES: 1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" STEEL OR WOOD POST \\ \�// ri ON CENTERS. STEPS SHALL BE IN ACCORDANCE W/ STD. 840.66 8"-.-- --• I -- 2. CLASS "B" CONCRETE TO BE USED. FILTER FABRIC B 3. MORTAR JOINTS ARE 1/2" t 1/8". x ( 4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC. CONC. CONC. FILL PIPE FILL SLOPE ( 5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS INVERT ELEVATION MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. GROUND LINE _ SEE SHEET C-4.03 NOTES: z I = 6. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 1. WIRE SHALL BE A MINIMUM OF 32" IN r� `i iv 'r, °^ 7. IF REINFORCED CONCRETE PIPE IS §ET IN BASE SLAB OF BOX, ADD $" WIDTH AND SHALE HAVE A` MINIMUM OF 6 N /\\ TO BASE AS SHOWN ON STD. 840.00. LINE WIRES W/12 STAY SPACING I 2. FILTER FABRIC SHALL BE A MINIMUM OF O //\\//\\ SECTION Y-Y 8. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE is !: •« 36" IN WIDTH AND SHALL BE FASTENED \ \\ \\/\ 12" WALL TO 6'--0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING USE ON FLAT eo GRADES 2 i0 i ..• ADEQUATELY TO THE WIRE cn \/\/\/\/\/\ 6'-0". QUANITIES TO BE ADJUSTED ACCORDINGLY. .` . �� 5' 5' 3. STEEL POST SHALL BE 5' 0" IN HEIGHT � o a / \\//\\//\\//\\//\/\ AND UNDER \ /\/\/\/\/\ 9. DROP INLET - NCDOT STD. 840.15 AND BE OF SELF FASTENER ANGLE o I / \ \/ = N W \ \ \ \ \ \ FRAME & GRATE - NCDOT STD. 84.16 STEEL TYPE n- o \ / 9;� //\//\//\//\//\ Q 4. WOOD POSTS SHALL BE A MINIMUM OF 6 0 ;;, N / \ \/\\/\/\\/\ /\ EPRESSED MEW WHEN 8 x s CURB IN HEIGHT AND 3 OR MORE IN DIAMETER o \ // \ \ \ \ \ GUTTER LINE Is USED IN PLACE of HOOD o WIRE FABRIC SHALL BE FASTENED TO WOODEN / POST WITH NOT LESS THAN #9 WIRE STAPLES \ / 1-1/2" LONG / ANCHOR FILTER FABRIC \\ SKIRT ELEVATION i 5' NORMAL CURB AND GUTTER ON LIGHT GRADES _ r E_�I r �- PLAN CURB AND GUTTER NORMAL Ica WITH CATCH BASIN ON STEEP GRADES GUTTER 00 LINE USE ON GRADES a A 0 #4 BARS V" #8 BARS "W" #4 BARS "U" #4 BARS "V" SECTION R-R EQUALLY SPACED _ » 12" MAX DEPRESSED 3»� 4 BARS "U" E--3- 3 S '" 1.5 » ER-6 SILT FENCE GUTTER LINE----- SD-7 DROP INLET •- - C-7.1 _ _ _ IsL�VATlON � F �" R R �Q N , T. S. �` - 7 1 N T. S. NORMAL CURB AND GUTTER ON STEEP GRADES � � N 0- �- u. Q } SECTION S-S m J i< A 8 x 8» B 8" S� 1 K G _ _ PLAN OF TOP SLAB + 6" x D = r = D z -1 � 1�OPE HUB END ON OUTLET END I I I ::. ..• ....;.. , SECTIONS. SPIGOT END '- 3.1 END ELEVATION` ON INLET END SECTIONS. I w.r SCOPE to SIDE ELEVATION 1:1 SLOPE WHERE 30" TO 36 PIPE IS USED � =M, WHERE 42 TO 54 PIPE IS USED. �( X NORMAL FILL SECTION J-J GENERAL NOTES: - - - - - - - - � SECTION M-M 2 -0» r` ~�- +. SLOPE - MORTAR JOINTS 1 /2" . 1 /8" THICK. �,,. - CLASS "B" CONCRETE TO BE USED. I w ""� °� E - THE POURING OF FLOOR SLAB TO BE - - - - - - - - - - ACCOMPLISHED BY FORMING. •j - USE TYPE "E" GRATE PER STD. NO. 840.03 -- END SECTION ; IM M - JUMBO BRICK WILL BE PERMITTED. CONCRETE I I CULVERT 1` 0 A J t, B J USED IN LIEU " SOLID CONCRETE O CRET BLOCKS MAY BE TEMPORARY SEEDING PERMANENT SEEDING STEEL BACK Roo I I I m gal I Jun- IF REINFORCED CONCRETE PIeE IS SET 1N I BASE SLAB OF BOX, MIN. OF 6 CONCRETE WINTER AND EARLY SPRING SEEDING MIXTURE RATE (LB/ACRE) L L J SLOPE DETAIL t� SHALL BE PROVIDED UNDER PIPE " SEEDING MIXTURE RATE (LB/ACRE) PLAN - FOR ,8'-.0 IN HEIGHT OR LESS USE 8 WALL, COMMON BERMUDAGRASS 40-80 (1-2 LB 1,000 SQ.FT.) PAN O,VEE�, 8 -0 IN HEIGHT USE 12 WALL TO RYE (GRAIN) 120 (" ANNUAL LESPEDEZA (KOBE) 50 3:1 SLOPE PLAN PLAN 6'-0 FROM TOP OF WALL, AND 8 WALL FOR THE SEEDING DATES: APRIL - JULY DIA. OF REMAINING 6'-0". OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY C B G G COVER IS NOT TO EXTEND BEYOND JUNE. CULVERT APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, " 1010 RIM ELEVATION SEEDING DATES: DEC 1 - APRIL 15 6 BACK X SEE SHEET C-4.03 OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL •�„_ �. - OF CURB A = APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER -► _ r - _ 'I N c2 APPLY 2000 LB ACRE GROUND AGRICULTURE LIMESTONE -+• d `r "" - " B " APPLY 750 LB/ACRE 10-10-10 FERTILIZER ... ¢ i I ,� j ' I i ¢ 8" 8" Y Y 8 a `• r x BAR OR STEEL FABRIC _ I i = A p to x SUMMER REINFORCEMENT I I p + D � - - - - - - - - J � - SEE SHEET C-4.03 SEEDING MIXTURE RATE (LB/ACRE) STEEL SIDE ROD I K -I E - t- OUTLET X GERMAN MILLET 40 F I '- L -1 SECTION Y-Y PLAN SECTION X-X SEEDING DATES: APRIL 15 - AUG 15 SECTION-XX FRONT ELEVATION APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 750 LB ACRE 10•-10-10 FERTILIZER FALL SEEDING MIXTURE RATE (LB/ACRE) RYE (GRAIN) 120 SEEDING DATES: AUG. 15 - DEC. 30 APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 1000 LB/ACRE 10-10-10 FERTILIZER RODS IN FLARED END SECTIONS PIPE NO. & DIM. OF RODS REg�• FABRIC 12" 2- 3x4' -O" SIDE RODS 3.008 18"-2x8-W2.1xW1.7 15" 2- 3x4' -0" SIDE RODS 3.008 18"-2x8-W2.1xW1.7 18" 2-- x4' -0" SIDE RODS 3.008 18"-2x8-W2.1xW1.7 24 2- x6 -0" SIDE RODS 4.512 24 -2x8-W2.9xW2.9 30 2- x6' -O" SIDE RODS 8.016 30 -2x8-W4xW2.9 36 2- x8 -0 SIDE RODS 10.688 42 -2x8-W4xW2.9 36 2- xS -0 BACK RODS 1 8.016 DIMENSIONS AND QUANTITIES DIMENSIONS OF BOX & PIPE CONC. IN BASE TOTAL BRICK MASONRY DEDUCTIONS FOR ONE PIPE PIPE SPAN WIDTH HEIGHT PER FT. HEIGHT BRICK COPING MIN. H B A B H (MIN.) C.U. YDS C.M. R.C. 12" 3'-0 2'-0" 2'-0" 0.268 0.313 0.037 0.522 0.020 0.032 15" 2'-3" 0.600 0.031 0.047 18" 2'-6" 0.678 0.044 0.065 244 3'-0" 0.8351 0.076 0.113 30" 3'-0 2'-0" 3'-6" 0.268 0.313 OA37 0.991 0.122 0.170 END SECTIONS DIMENSIONS DIA. A B C E F 12" 4" 2'-0" 4'-7 8" 2'-0" W--7 8" 15" 6" 2'-3" 3'-10" 2'-6" 6 -1" 18" 9" 2'-3" 3'-10" 3'-0" 6'-1" 24 9 1 2" 3'-7 1 L2w 2'-6*-4'-0 6--1 1 2 30 1'-0 4'-6 1 -7 3 4 5'-0" 6 -1 3 4" 36 1 -3 5 -3 2 -10 4 3 6 -0 - 8 1 3 4 42 V-10" 5-3* 2'-11, 6'-6" 8'-2" 48 2 -1 S -0 2 -2 : 7 -0 8'-2" MIN. DIMENSIONS AND ANTITIES FOR BRICK CATCH BASIN •WLllil R • ► I BOX CONCRETE !IC YARDS r _' •' �i •�� � .� lil�1 L � MOIL-- 0.321 OVE MIN HI i)�11+7iF;�i0�Q31i®®�®�®����e[+7t+i:31i1 • : • ii3liO�®L!li0����®�1•e��G71rZ31t+31 • . • .® + • • • . �i�si�®l��C.i���®�®i•��®E►'1�T:31t•7��3i �� • • : • l�3�]li��®Milt'L1itQll'�ILlid�ifl.5311®Iiil��A�[+� . • • : • • l�i�i�_!� " 4.31i®�Z:��!IC�GG�G�YQ©©ii0L7Cill�l�rY3ii�>•���t:��© + : • : , � , : .. t•x.�±a mli�®[1ii��E'J�1�KIiR�i]i�]i®C�3i.'�il, +[•3 + •�: swim ©C7Impz • • l•JKY.k1l '.L3i��!'�FiLCSi�3L+�1��k�i11�ClF��ii0»C'�3i1�1�3�i�� � • [�7F�1Q� [•��L• Q.;Ii�i.• �3�33i��lil��ili��)�3li�IiO�C��i©�i'�3ii���3�[�7C:*�3t•7�]® C��7_�3C'�..:�_ _..00so�+•t�R•aeen_ Q < SEAL rSD-10 CURB INLET 19742 ER-8 SEEDING ER--9 STANDARD REINFORCED CONCRETE FLARED END SECTION N.T.S.=-�Lz�� C-- 7.1 C- 7.1 N . T. S. C--- 7.1 ,�...N� a.= ,r,`stSiltti 1 4 1let!` SITE DETAILS NOT TO SCALE Zx U$�or c� O V' � :1 N 4i M v W9� 8 v d r u N N E+j4. A N w W ZC :!, Q c o v U > < a� p 14# o~g$ Zz= wl t$ g zg Zia CD 21 dZ8 e a a'� 0. Y. 0 IL 3: 53 [if IN REVISIONS W 4 c DESIGN DEVELOPMENT W 0 Ld O o V 1 Q C z X =0 w O ry Q ry o L. i Lj- z 0 '-e L..LJ o t ( a-< < z . J a_ U §E PRINCIPAL- DED PROJECT MANAGER: MNH DESIGNED BY: RPB DRAWN BY: RPB CHECKED BY: DED PROJECT NUMBER: 10706.00 CADD FILE: C7.0-DETAILS C70,1 22 JANUARY 2003 FERAL f3�, TES• 90' VARIES FOR WOODS OR OTHER ,s6 CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT AREAS OUT of PATHS OR TRAFFIC THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN TOP TO BE AS NOTED ON PLANS. ON UNPAVED ROADS PROVIDE. 8" SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED COVER OVER LID, AND SET A BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.' 2" SURFACE COURSE, 1-2 LABELED CONCRETE MONUMENT NEAREST RIGHT--OF-WAY LIMIT CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR t f XPANSION JOINT ,. : • ., , " •' `,, FORMED BY OTHER APPROVED METHODS. WHERE. SUCH JOINTS ARE NOT FORMED 2 BINDER COURSE BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE ..,-,��)^ .OBTAINED. xa� ru, ;� ap y, zS 3 a, _, • ROADWAY PAVING "CRUSHED AGGREGATE BASE COURSE ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED ..L x,+'ti S•,"x �. } n , ' Y y she='^. x " 12 MAX. ADJ. BRICK OR WITH JOINT SEALER. PRECAST LEVELING RINGS EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT ti•�. ���,� t.. PRECAST ECCENTRIC TOP To ALL RIGID OBJECTS. 2' CURB & GUTTER f/y / ti, ` d ,f1 '\/ ✓i t ` d � +�r: `tip ti " >;j'i�``•5',r;.•,,,t',`;f�'•,,,;,,r`,,,�,y,,d;•,,,,,%;,,'`';�', COMPACTED SUBGRADE C.I. MH FRAME COVER 12.. TERMINATION DETAIL TOP TO BE FLUSH WITH J� GROUT INSIDE & OUTSIDE EXISITNG GRADE STREETS, WALKS OR WITH APPROVED NON— RESIDENTIAL AREAS SHRINKING GROUT HEAVY DUTY ASPHALT 1/2" R 18 MAXIMUM SIDE SLOPE Is 2:1 JOINT MATERIAL (TYPICAL) MH� STEP 5" MINIMUM WALL THICKNESS 6" 1 /2" R 18" FOR 4' 0 BARREL 3" R 1/8" R 6" PRECAST BARREL SECTIONS 6" MINIMUM WALL THICKNESS 1/8" R 2, 3, 4 FOOT LENGTHS FOR 5' J0 BARREL 311 R _. 6" EXTENDED LIP BARREL DIAMETER " MONOLITHICALLY CAST 4'-0" UNLESS MANHOLE 1N ACCORDANCE `�' r 3 1 2 SURFACE COURSE, 1-2 WITH BASE SECTION WITH ASTM C 478 I �' LEVEL :, r �. 7►,�1/ R ,, �j ¢ (EXTEDED BASE NOT OTHERWISE co 8'� REQUIRED FOR MANHOLES NOTED ON PLANS n " CRUSHED AGGREGATE BASE COURSE R O DEEP)24" vu�Es ns sHor�+ S S Y 5+ f� ,kyj—� +----^� SLOPE 1 "/FOOT TO BE USED WHEN PAVEMENT IS SLOPED PLANS) NOTE: CONTRACTOR TO KEEP OF LARGEST SEWER PIPE AY FROM ISLAND WIDTH OF CLEANED r /f °�'',' '' 3/4 THE DIAMETER 1/4' : 1'-0" SLOPE OR AS SHOWN ON ' �`• DITCHES THE SAME AS PRIOR TO CLEANING. COMPACTED SUBGRADE 2' CURB AND GUTTER 2'CURB AND GUTTER LIGHT DUTY ASPHALT `%r . REVERSE SLOPEi 6" 3" MIN. 8" MIN. MIN. 1,-0„ 8" MIN. STONE • BEDDING FOUNDATION TYP PROPOSED ACCESS MENT DETAIL PV--2 PRECAST MANHOL E PV-3 CURB AND GUTTER PD-4 ROAD DITCH rPv-1 PAVE I�Ct- C-7.2 N.T.S. 7.2 N.T.S. 'C_ .2 N.T.S. C-7.2 GENERAL NOTES: A GROOVE JOINT 1- DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1 /2" EXPANSION DESIGN SETTLED TOP JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2" EXPANSION JOINT OVERFILL 6" WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER FOR SETTLEMENT AND ANY RIGID STRUCTURES. 21" MIN. IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30' INTERVALS CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. 4 FT. MIN. }I.#I}�f 1.5 FT. �.-- 2:1 SIDE EMERGENCY BY-PASS GROOVE JOINT (5' MAX. O.C.) 5 FT. I I SLOPE MAX. 6" BELOW SETTLED „ RADIUS MAX. FILL TOP OF DAM 1 /8 3600 P.S.I. CONCRETE �"-1:1 SIDE SLOPE Y ' MAX. NATURAL GROUND FT. MI (WHERE APPLICABLE) .'v" / ' �' � f' ,•/��t; `{f % r``;' .,� `�,•' ,;` s j' FILTER FABRIC ASPHALT RAMP ,� ' \ . \ ` ` ` ` . �` `• ��, \ ., ~, ``� • 5 ` 4 �; ``1 % `~ _.. COMPACTED SUBGRADE ( STONE SECTION SIDE SLOPE 1 SLOPE t .". w ff �� f �`, .�, ` ,� `./` * ,' t . r CONCRETE SIDEWALK DETAIL e CONSTRUCT OUTLET USING WELL -GRADED STONES WITH A d50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED,) AND A MAXIMUM p`t STONE SIZE OF 14 INCHES. A 1-FT THICK LAYER OF 1/2 3/4 INCH AGGREGATE 16° 1/8" (N.C. DOT #57 WASHED STONE IS RECOMMEDED) SHOULD BE PLACED ON THE INSIDE GROOVE JOINT (5' MAX. O.C.) FACE TO REDUCE DRAINAGE FLOW RATE.: 1/8" RADIUS 3600 P.S.I. CONCRETE 5 FT. MIN. �t 1.5 FT. --- 6' r // r 'l '`t ;' .• `i' ,/ ' r' , �` r'`,/ p ;''''` f 1800 CU FT/ACRE A ,�.•'`,` rr P t 4 �,,t' i. t �",�!�� `d '� � r •�'' � y ,,• ,•!'•�'� ,% '�,e ; r` ;t'd f , �1 SIDEWALK �f, ° t 1 `'/j�;'1 �` �f `L• ,c, �� / /^ 4 f //�f'°>,, ./j " `.f%,w !r f` // •'/,+! ,/',!f P#//,. tr> > ff /,� c,>'`t / `•d/^-,,\,f y_, .:.,.S,,• �.. -s,, fr j .h «•` �.; - 1`. ,�' 4••.'``+, / `\,.,, ``�."+�,'\ !'y� ', ✓r f . \f ''^r, / \`( r t `,/ t ,,`% f "'.t� t/ .f `tif ! 12:1 MAX. f COMPACTED SUBGRADE CURB PAVEMENT SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS CROSS—SECTION SECTION A —A WHEELCHAIR RAMP (DROP CURBi (PV-7 TEMPORARY SEDIMENT TRAP PV-5 WHEELCHAIR RAMP PV-6 CONCRETE SIDEWALK C-7.2 N.T.S. C-7.2 N.T.S. C-7.2 N.T.S. MIN. 12" #57 WASHED STONE CLASS 'B' STONE A 1.5' UPSTREAM SIDE—\ MIN. LENGTH 2• 2 1 24" MAX. 9" MIN. AT CENTER , STORM DRAIN PIPE RIP —RAP • APRON n FILTER FABRIC FILTER FABRIC RIP -RAP SCHEDULE SECTION A -- A PLAN A SLOPE = 0% TAILWATER UPSTREAM WIDTH (FT.) DOWNSTREAM WIDTH (FT.) # PIPE DIA. (IN.) LENGTH (FT.) 24 15 5 3.75 5 28 36 12 1 9 1 12 FLOW 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC STORM DRAIN PIPE — FOUNDATION. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL y �� WHERE THE DAM ABUTS THE CHANNEL BANKS.' FILTER FABRIC N.C.D.O.T. CLASS B 3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP RIPRAP, MINIMUM +Caisaaae�,aJa SECTION " OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL. 18 THICK, TYPICAL A 4. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECKEAL DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. _ 197 5. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. Pv_RIP-RAP APRON N d`wow� yL�INe' PV-8 STONE CHECK DAM DETAIL C-7.2 N.T.S. f C--7.2 N.T.S. SITE DETAILS � NOT TO SCALE z QO ZZZ <Zy a� m REVISIONS MEN Ld LLJ 0 U 0 �--- V) -- Q :--D Q (L = z X 2 1 LW 0 tz ti._.✓ Q ry < C� L- LL z 0 L.J o Q Q_ CL PRINCIPAL: DED PROJECT MANAGER: MNH DESIGNED BY: RPB DRAWN BY: RPB CHECKED BY: DED PROJECT NUMBER: 10706.00 CADD FILE: C7.0-DETAILS C7*2_ 22 JANUARY 2003 zzz XXFFJTNV �'��. N HZle c� d doa : '6 f REVISIONS Z W U Q O DESIGN DEVELOPMENT W CD 1_l._1 0 d Q _.J =>z O m O Q Of � � Z W W Z O LJJ C.� W PRINCIPAL: DED PROJECT MANAGER: MNH DESIGNED BY: RPB DRAWN BY. RPB CHECKED BY: ED PROJECT NUMBER: 10706.00 CADD FILE: C8.01—ACCESSROAD ROADWAY DESIGN C860 22 JANUARY 2003 O5 o sJ®ikk � � @ ƒ � m . � orm LU ■ =5 cmG ccv k : E z 0. 0 k 2 AWk o w§2 §2yk . §§f _��kk �k7 -[ C. «ef; ((¢���°��� 9k kJ Z ..� � L \ �\� \ \L)V< . REVISIONS\ . � ( ( ) � ) 5 � � § E / ES) [/\ � 7»/FV`LQ d\Nƒ� [ SSM I LF 10"Pt ry 0.26% TOP 3a391=25x --- --- ---- +t+, _ 11 DROP #AiLE7 35 / TOP 31.10 INV IN-27.5 a DRAINAGE �� s , _ I PROPOSED INV OUT=26.90 CURB INLET RIM 31.17 T 0 P 32.36 SDMH-1 RIM=31.00 ., INV IN=26.77 INV OUT=28.72 it �- _ 4 '4: INV.=27.75 IN = r 15LF 15" RCP ( ,' r ��" 32.02 Bey (. C CONINU / 5`ruR� INV.=2788 * s „Y r l;} i v� �luL �,1........., �L+, ' � l; #4, .Ja,�.. L� �. �•= -.-.'_ - __,,` � r ' 31.i6 �' � 1MAPLE - TREE TO 1 � 1IV OUT�29 , E ' SAVED 1 f..B ' 11"PVC STUB 1"PVC ST°,:3~~-••"``�...,. t -', � ,r r .►�1 SEDIMENT TRAP #1 VOL'C1ME = 288 FT"3 ' 'FT "OAK t . \ 34.73 33.21 TEL. VAI LT 32.8.7 � 31.50 • t� -- }} 30.92 r ;k.=20 ,, i D=3 FT / W 5 FT Ni PEDLST." '. %r 5' 32 M /' J 33.00 72 I r ` rr /rt 31.41 ` >x �iL ' ' 30.78 / ! z� 34.86 (` / , J GRAVEL ARKING LOT , (i /' 34.08 33.79 33.41 33.11 32.40 ,;, _J ' LANDSCAPE ( f 15L.AND ISLAND 32.28) j r r f 33.96 3366 33.27 32.98 32.48 31:03 -� / Q �;; o ii o„ PVC ELEC. STU�f 4( T,' / 7 18" MAPLE , f EXISTING 12" t /" j5 �ii OAK TO BE SAVE) #•�. t ,' /! ,Jf GRAV (PARKING LOT 1 J TEMPORARY SILT FENCE Iw Z /, r ,-�-%' ILE # 36" MAPLE .y0" t�IAi 14' MA MAP! Y r 32.71 32;41 32.03 , 31.74 t 20" r " �: 0.58cc_' :0; MAPLE ,• l { j LANDSCAPE ISLAND LANDSCAPE",' ISL.AN_ D14 TOP*' \ \� t 15" MAPLE10 \\ '' 32.581 32.29 -/ r 31.901 31.61 s tAPLE , .-- 30.85 RiPRAP TO BE REM D AND �_. `v1APLE1 t2'" MAPLE TREES TO J� M BE SAVED \ q -� REPLACED TO �T ILZED DITC;4 BANK r \ d ! � ,y \ j 0" MAPLE (tt ! ,l ff77 , t 32.48 30.85 .. it a *•Tn �i _�� _1�1PINE ti 11 i , F ,. . INV 27.41 3 { 0PINE 1,y" DRAINAGE s t BOUNDARY -26 1 1=27.27 �� �... SEDIMENT TRAP PINE :�',>A,tl #92 VOLUME - 864 FT"3 FIT ML=45 11? D=4 FT FT t r i ', r i i \ PROPOSED 20aMAPLE MAPLE `r a d�gn '°' r' LIMITSW45 OF DIS T URBANC� \ 1 PROPOSED SILT FENCE ` SEDIMENT TRAP3 ,r'^�'"30 ___ VOLUME = 756 FT" 3 '`` • l 10" MAPLE \ •1 �� q i; il i + i i L=38 FT � i D=4 FT i Ilk W=5 FT '�f 8';MAPLE \ / I f I ! ltiti ti I I �t {4+t 331.t L t 0.279; r; it / = t ft10"PVC 1 ,/_ _i�t t ___,_� -% �tt� ,! �i �� I=2 .8t� X CY i I tYc S I t t , I + I ! t i ► i pK SSMHTOP • C V 15"(MAPLEIt ^ r Co C� I � 1 1 � t i I j 1 j +\ � d� � I, "cy- I! r+i�J t ! + to o� it0IICY 13 IjAi Tit ~�~ d i i I 1 ? i � t �"�.• / � � // // // m 11 r 4 ( tt 2 ! t t r t 9-RADIN,G NQTE S: 1.) THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PRETECTION AGAINST WATER DAMAGE AND SOIL EROSION. 2.) COMPACTION OF THE BACK FILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95"' OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACK FILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL. WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.) MAXIMUM SLOPE OF EMBANKMENT SHALL BE 2.0 FEET HORIZONTAL TO 1.0 FEET VERTICAL., OR PER APPLICABLE JURISDICTIONAL REGULATIONS. 4.) PROPOSED CONTOUR INTERVALS ARE AS LABELED. ALL PROPOSED CONTOURS ARE FINISHED GRADE. 5.) THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS RE+QUIERMENT. 6.) EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY THE OWNER. 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. 8.) 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 REPRESENTATIVES AND SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. I 110 1 �- SITE I-40 1-11 LOCATION MAP NOT TO SCALE GENERAL. NOTES 1. CONSTRUCT CONSTRUCTION ENTRANCE PAD. 2. INSTALL SILT FENCE AS SHOWN ON THE PLANS. 3. GRADE AND EXCAVATE FOR GRAVEL PARKING AREA. 4. FINISH FINE GRADING SITE 5. INSTALL 8" ABC STONE IN PARKING LOT 10. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN` 15 DAYS OF BRINGING SURFACES UP TO FINAL GRADES. 11. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CCOSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES. 12. AFTER SATE WORK, CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT. 13. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT. ST-ORMWATE NOTES 1. RUNOFF FROM SITE DRAINS TO EXISTING STORMWATER PONDS LOCATED ON -SITE. 2. NCDWQ PERMIT NUMBER FOR PONDS IS SW8 990923 3. ALLOWABLE IMPERVIOUS AREA (70%) 4. WETLAND IMPACTS PREVIOUSLY PERMITTED. ?IXIx wcsY ¢ Or >m N C -�► C O C p < C �a WOO U1Z2Z < N NNN pg,`��d WQ(o E= a s QZ'E 1O� U=O9 A Z U z 0 00 N I'Jg z REVISIONS sla"Immommi UEND n SIGN UE UNDER GROUND ELECTRIC R ELECTRIC TRANSFORMER -� - LIGHT EXISTING SEWER MANHOLE SD STORM DRAIN �--- W WATER O G METER _I 0 >< VALVE FIRE HYDRANT G GAS LINE O ® DROP INLET r -,� EXISTING TREE � GAS VALVE n F-- PROPOSED INLET PROTECTION LIMITS OF DISTURBANCE ``�.y, .� � ----fit- PROPOSED SILT FENCE .� ..J --- PROPOSED CONTOUR ry 0 Q PROPOSED TREE PROTECTION FENCING EXISTING TREE TO BE REMOVED GRADING PLAN L.L ry SCALE: 1 "=30' Q Q LIJ Z Q Z Q O ,,,gltt/1tltii/� W C gegg L1 Q SEAL J _s r�'ss��9�'t G1N`GQ°,•�`'~ PRINCIPAL• DED PROJECT MANAGER: MNH tgttttt�s„sst+� DESIGNED BY: MNH DRAW 4 BY: MNH CHECKED BY: DED PROJECT NUMBEk 203740OV& GRAPHIC SCALE CADD FILE:2037400-BASE 30 0 15 30 60 SITE PLAN How-1 Inch = 30 Feet C2601 GRADING DRAINAGE SCALE 1" � 30' RAI�J GE AND EROSION CCJNTROL 20 AucusT 2002 REVISIONS rT s 3u f' y, F. i f i€ i it R F 4' 2 W U o f 0 CD W CD 0 - r 1 (� W �> :2 Q z < => _3 ry 0 E C°' U O e w Z O O CL L y 00. III �I W PRINCIPAL: DEC PROJECT MANAGER: MNH " DESIGNED BY MNH DRAYM BY: MNH'r CHECKED BY DE'D PROJECT NUMBER: 203740OV& CADD FILE: 2037400-SASE SITE PLAN C 3 d 0 20 AUGUST 2002 TEMPORARY SEEDING LATE WINTERZEARLY SPRING Seeding Mixture Species Rate (Ib/acre) Rye (grain) 120 Annual lespedeza (Kobe in Piedmont 50 and Coastal Plain, Korean in Mountains) Omit annual 'lespedezo when duration of temporary cover is not to extend beyond June. Seeding dates Mountains - Above 2500 ft: Feb. 15-May 15 Below 2500 ft: Feb. 1-May 1 Piedmont - Jan. 1-May 1 Coastal Plain - Dec.1-Apr. 15 Soil amendments Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/ocre 10-10-10 fertilizer. Mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im- mediately following erosion or other damage. PERMANENT SEEDING SCHEDULE MIXTURE 1CP Seeding Mixture Species Rate (lb/acre) Tali Fescue 80 Common Bermudogross 50 Sericea Lsepedeza 70 Kobe Lespedeza 10 Seeding Notes 1. From Sept. 1 -- Mar. 1, use unscarified sericea seed. 2. On poorly drained sites, omit sericea and increase kobe to 30 Ibs/acre. 3. Where a neat appearance is desired, omit sericea and increase kobe to 40 lb/acre. Nurse Plants Between Apr. 15 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre Sudangrass. Prior to May 1 or after Aug. 15, add 25 ib/acre rye (grain). Seeding Dates Best Possible Early Spring: Feb. 15 — Mar. 20 Feb. 15 — Apr. 30 Sept. 1 - Sept. 30 Sept. 1 — Oct. 31 Soil Amendments Apply 3,000 — 5,000 ib/acre ground agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer. Mulch Apply 4,000 lb/acre grain straw mulch. Anchor straw by tacking with ABC S TO N E DETAIL asphalt or netting. N. IF. S. Mcintenance If growth is less than fully adequate, refertilize in the second year, topdress with 500 lb/acre 10-10-10 fertilizer. Mow as needed when sericea is omitted from the mixture. Reseed, fertilize and mulch damaged areas immediately. EROSION CONTROL MAINTENANCE REQUIRc"MENTS: 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. 2. ALL EROSION AND SEDIMENT CONTROL PRACTCES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 3. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE.. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. MAINTENANCE PLAN 1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2, ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. 4, SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN iT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER, 5, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. STA.SLIZA.TION NOTES 1. ALL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF GRADING. 2, ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY PHASE OF GRADING. C� TPUCTION SEQUENCE: 1, CONTRACTOR TO NOTIFY NCDENR — LAND QUALITY SECTION PRIOR TO BEGINNING CONSTRUCTION. (395-3900) 2, CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3, INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S). 4, BEGIN SITE GRADING 5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. 6, MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. 7, CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. 8, REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY NCDENR — LAND QUALITY SECTION. EROSION CONTROL NOTES: 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BAREEARTH FOR THE SHORTEST POSSIBLE TIME. 3, ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER 4, TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. 5, SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. g, OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY THE SITUATION. 7, DITCH --LINES, OR RIP —RAP DISTURBED BY THiS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. CRUSHED AGGREGATE BASE COURSE COMPACTED SUBGRADE FORMED HOLE FOR #4 REINFORCING BAR WITH 2' MIN. LENGTH (TYP. EA. PARKING CHOCK) DRIVE REBAR FLUSH WITH TOP OF CHOCK. kRD PRECAST CONCRETE PARKING CHOCK PACE) SET 3' FROM EDGE OF PAVEMENT. EDGE OF PARKING STALL PARKING CHOCK DETAIL TEMPORARY CONSTRUCTION ENTRANCE /EXIT N.T.S. C.I. MH FRAME & COVER TOP TO BE FLUSH WITH STREETS, WALKS OR RESIDENTIAL AREAS JOINT MATERIAL (TYPICAL) ---- PRECAST BARREL SI~CTIONS 2, 3, 4 FOOT LENGTHS 6" EXTENDED LIP MONOLITHICALLY CAST WITH BASE SECTICN ----� (EXTEDED BASE NOT REQUIRED FOR MANHOLES < 8' DEEP) VARIES FOR WOODS OR OTHER AREAS OUT OF PATHS OR TRAFFIC TOP TO BE AS NOTED ON PLANS. ON UNPAVED ROADS PROVIDE 8" OVER OVER LiD, AND SET A LABELED CONCRETE MONUMENT NEAREST RIG -IT -OF -WAY LIMIT �12" MAX. ADJ. 13RIC< OR PRECAST LEVELING RINGS 12" �-- PRECAST ECCENTRIC TOP ..-- GROUT INSIDE & OUTSIDE WITH APPROVED NON_ SHRINKING GROUT // — MH STEP FQRMINIMUM ���i THICKNESS 6" MINIMUM WALL THICKNESS FOR 5' 0 BARREL BARREL DIAMETER 4'-0" UNLESS awl MANHOLE IN ACCORDANCE OTHERWISE WITH ASTM C 478 NOTED ON PLANS SLOPE 1 "/FOOT 3/4 THE DIAMETER OF LARGEST SEWER PIPE 6" i 3" MIN. MIN. MIN. F8" 1,-O" 8" MIN. STONE TY,p BEDDING FOUNDATION PRECAST MANHOLE N.T.S. TAM nc O n i.iv 1. SIDESLOPE VARIES, SEE PLAN FOR PROPOSED CONTOURS TYPICAL SWALE N.T.S. VARIES (6' MAX.) C TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. I #12-1/2 GUAGE LINE WIRES MIN. #12-1/2 GUAGE BOTTOM STRAND MIN. #10 GUAGE NOIES: 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES W/12" STAY SPACING 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE 3. STEEL POST SHALL BE 5' ;0" IN HEIGHT AND BE OF SELF FASTENER ANGLE STEEL TYPE 4. WOOD POSTS SHALL BE A MINIMUM OF 6' IN HEIGHT AND 3" OR MORE IN DIAMETER WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1-1/2" LONG NOTE: STEEL OR WOOD POST I GROUND LINE o M � N i r tV O a I J 3 FILTER FABRIC SKIRT ANCHOR FILTER FABRIC TEMPORARY SILT FENCE DETAIL N.T.S. JG TREE TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. DRIP LINE THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS 017 THE OUTERMOST BRANCHES. METHOD OF TEE PROTECTION DURING CONSTRUCTION N.T.S. DESIGN SETTLED TOP OVERFILL 6" 21" MIN. FOR SETTLEMENT 4 FT. MIN. 4 1.5 FT. 2.1 SIDE EMERGENCY BY—PASS 6 BELOW SETTLED MAX. FiLL } �'����, �- SLOPE MAX. TOP OF DAM 1:1 SIDE SLOPE -. MAX. NATURAL GROUND FT. MINI (WHERE APPLICABLE) FILTER FABRIC STONE SECTION NOTE: CONSTRUCT OUTLET USING WELL -GRADED STONES WITH A d50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED,) AND A MAXIMUM STONE SIZE OF 14 INCHES. A 1—FT THICK LAYER OF 1/2 — 3/4 INCH AGGREGATE (N.C. DOT #57 WASHED STONE IS RECOMMEDED) SHOULD BE PLACED ON THE INSIDE FACE TO REDUCE DRAINAGE FLOW RATE. 5 FT. MIN. 1.5 FT. , 1$00 CU FT/ACRE � JV CROSS—SECTION Ns�q``�u�it��ocC.s�ars�'�f S CAL TEMPORARY SEDIMENT TRAP 17� N.T.S. `« "0", lilariai MISCELLANEOUS DETAILS SCALE: AS SHOWN / r r O a Air Z6- s uZ-V r TM� lu.t .+wK / 0 50 100 150 200 300 1 \ SCALE: 1 "=100 Al 1 y ^m \C _ \ % c PROPOSED 6' CC 5 \ x' : as w.a o� v e o� ' va N DR TEMPORARY Cd4tTRUCTION z \ ' . \ \ 1 ENTRAN.G'' \ 0 VA 10 a \ I `-!A ow. IPvm ..CGD SIGN / �t `l 1 i it S%t { ,•i K �p 1 0 ' POT M (1K �TAN=136' t N 209888.98 E 2338916.47 PROPOSED 6' CONCRETE SIDEWALK NNL IN P.P, fl It �1 APPROVED 1 �1 A �SM CAMMA ENVIRONMB�'i t ; ` COMMISSION \ t , �M DIVISION OF WATER QUALITY Oct JUL �ZWZ �e*TIVED V; 'a } 1 t ORDWQ 1 1 PROD # S60 F (7qo `? 909 MARKET STREET WILMINGTON, NC 28401 (910) 762-4200 WDICKSON Asheville, NC Columbia, SC F,72gLR¢¢!5 • PkGnnm • Sti!wyom Atlanta, GA Hickory, NC I,67tdSC 1Arehiteds Charlotte, NC Raleigh, NC Wilmington, NC 7 m N Z N LLJ CA M Z z 0)m w nil LL z 00 0o 2 rnas ZNO ,Hm N N z LLJ V) Ri Lu Lil d Q LLJ LLJ y r1e, O w Qo 0 0 0 MEANIL 0 om N O �$�wd9QG3a �`+r of - AL o 19742 ALu b � 00p09°'uo0o P`' 'E� �1 REVISIONS z O � z d v o 0 M w 5 W a Ld r W o u. I-- z W z O W o U L L) D V) O to N N N 4 ' DESIGN DEVELOPMENT MAWTUREMMIN TA MIN. "STOP :,OF BANK EL. 31.50 all BE POLYCAST k, TRENCH I i )RAIN SHALL 41' 4W� SERIES OR AP ROVED EQUAL. C NTRACTOR TO CLEAN OUT EXISTING DITCH A-j 0 00 2.0 A ro NECESSARY TO PROVIDE POSITIVE DRAINAGE. t -3-u .0. 31. 0 'Ile J, -TIP AV 1z 2 .. ... .... . �3 azll, Z ,z '-J clov CULVERT TO BE REMOVED t EXISTING 24"STEEL INV 27.27 Alp WETLANDS 1,N WETLANDS 5 M N 0 00 Z N (n;; w M 0 a 6d z z 0)0) LAJ Wog 00 0 Z 0)0) 00 C', n U-) w < c) Q) 0 0 X9 ettitall? :#% " PiRo/ No, *t SIO Z6 SEAL 1 742 V LA Z- REVISIONS z U) z M 0 Wj 0 C, Lj 5: U) v w 0. M cm t.- W z 0 z Z w 0 z uj w to �14 N DESIGN DEVELOPMENT LEGEND .1111.111-1.11-1.11. = EXISTING CONTOUR 22- = PROPOSED FINISHED CONTOUR X=EXISTING TREE TO BE REMOVED PROPOSED CURBING PROPOSED PAVEMENT -X-X- PROPOSED SILT FENCE PROPOSED LIMITS OF DISTURBANCE PROPOSED TOP OF PAVEMENT V-F-2-2-.7-5� = PROPOSED SWALE BOTTOM GRADE FTG 22.75 = PROPOSED TOP OF GRATE FF-G -2-2-.-7-51 PROPOSED FINISHED GRADE PROPOSED SHEET FLOW PROPOSED ADDITIONAL DISTURBED AREAS NOT PREVIOUSLY SHOWN = DRAINAGE AREA BOUNDARY = PROPOSED DITCH TO BE FILLED = TEMPORARY SEDIMENT TRAP W/ SILT BASIN REFER TO SHEET C6.00 FOR EROSION CONTROL DETAILS. Sk 909 MARKET STREET NC 28401 762-4200 IWLMINGTON, MPDICKSON (910) fihmen - Sun*ym Ashemlle, NC Columbia, SC Atlanta, GA Hickory, NC Charlotte. NC Raleigh, NC Wilmington, NC 0 10 20 40 80 120 SCALE: 1"=40' INSE I BED AREA W. SCALE: 1" = 10' I IN J t- I BED AREA 'B SCALE: 1 " = 10' SYM BASE QTY BOTANICAL NAME COMMON NAME ROOT CAL. HEIGHT REMARKS QC 8 Quercus coccinea Scarlet Oak B&B "2""min." 12'min. SN 3 Salix nigra Black Willow B&B 'Y"min." 8' UP 28 Ulmus parviflora Lacebark Elm B&B "3"min." 10'min. IN 21 Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holly 25 gal. 8'min. IV 21 Ilex vornitoria 'Nana' Dwarf Yaupon Holly 5 gal. 4'o.c. RI 70 Raphiolepis indica 'Springtime' Springtime Indian Hawthorn 5 gal. 4'o.c. HH 145 Herneroc-3111s hybrida 'Stella d'Oro* Stella d'Oro Daylilly 1 pint "18""o.c." NOTES: Plants on drawing are coded as follows: 2—XX, where 2=the quantity of that species for the indicated area, and XX=the symbol of the species as indicated in the plant list. All DIC3nt bed areas are to be covered in minimum of 3? of clean pine needle mulch. 13&6:�- Ball & Burlap Cont. = Container ? grown FG=Field grown Seed shall be Tifway 419 Hybrid Bermudagrass Seed. Sprigs shall be Tifway 419 Hybrid Bermudagrass Seed (For the Soccer Field Only) 1. Contractor shall be responsible for locating and flagging all underground utilities prior to proceeding with any excavation work. If any damage is done To existing or new utilities, repairs necessary shall be the responsibility of the Contractor with no cost to the Owner. 2. Contractor shall comply with L1.02 Planting Plan, North Campus Site for planting, staking and guying details. 3.Contractor shall comply with warranties, submittals and quality control per the Project Manual for the North Campus Building. LEGEND PROPOSED FINISHED CONTOUR EXISTING TREE TO BE REMOVED PROPOSED TREE. PHASE I 909 MARKET STREET WKVALMINGTON, NC 28401 (910) 762-4200 DICKSONAsheville, NC Columbia, SC =1Planners & surmyon Atlanta, CA Hickory, NC AIVAiteds Charlotte. NC Raleigh, NC Yflimington, NC M C14 LLJ "t C-) 00 a Z= Z LLI 0 z z a) a) LU [L LLJ 0 tl� r-: 002 Z; C,4 0 M01 Z ,H C,J 10 Cq V) LLJ z LLJ V) LL, 0 0 1 LLJ LIJ n, z D F-- Q z C) LLJU k7 x C) Z 0 ■ 0 0 ANY& L) o. z 0 M 04 O REVISIONS z O UJ UJ 5; (n t— z W W z 0 O C-) (0 DESIGN DEVELOPMENT • 50' , It 6" MIN. 12' MIN. 2" - 3" COARSE AGGREGATE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE AIN. 10 GA. TOP WIRE MIN. 12-1/2 GA. INTERMEDIATE WIRES MIN. 10 GA. BOTTOM WIRE 6" MIN. COMPACTED FILL OVER SKIRT* STEEL OR WOOD POST - WOVEN WIRE FENCING AS REQUIRED -SILT FILTER FABRIC /-ANCHOR FABRIC SKIRT w/MIN. 4" LONG WIRE STAPLES 0 12" O.C. *FOR REPAIR OF SILT FENCE FAILURES, USE #57 WASHED STONE IN LIEU OF COMPACTED FILL. FRONT MEW SIDE VIEW NOIES: 1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. 2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3- IN DIAMETER AND 6' IN LENGTH. POSTS SHALL BE CREOSOTE OR PENTACH LOR OPEN OL TREATED SOUTHERN PINE. 3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. 4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE 10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS THAN #9 STAPLES 1 1/2- LONG. 5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB-AIN. IN. AND A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. 6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB-AIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 8'. TEMPORARY SILT FENCE NOT TO SCALE CONSTRUCTION SEQUENCE: 1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, (910) 395-3900, PRIOR TO BEGINNING CONSTRUCTION. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S). 4. CLEAR SITE, BEGIN GRADING AND EXCAVATION. 5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. 6. AFTER FINAL GRADING, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15 DAYS. 7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. 8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. 9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE N.C. LAND QUALITY SECTION. EROSION CONTROL NOTES: 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. 5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. 6. OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE WILL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY THE SITUATION. 7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. DIVERSION NOTES: DITCH yi 1. THE TRAP SHALL BE CLEANED \y OUT WHENEVER THE SEDIMENT REACHES 1/2 THE TOTAL \1i( DEPTH OF THE TRAP. 2. W = 10', L = 30'. "y ly ISOMETRIC VIEW - CARRY CLASS B STONE 1v 21 N.C.D.O.T. CLASS B UP SIDES OF SPILLWAY VIN.MIN. EROSION CONTROL STONE N.C.D.O.T. NO. 57 WASHED STONEON �2 VARIES NTH UPSTREAM FACE DEPTH OF DITCH FLOW N 7/777/7'. 77 A, VARIES NTH FILTER FABRIC MIN. DEPTH OF DITCH SECTION B-8 2 MIN N.C.D.O.T. CLASS B EROSION CONTROL STONE FILTER FABRIC 3' MIN. SECTION A -A TEMPORARY SILT TRAP NOT TO SCALE ECO0313 NOTES: 1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE BANKS OF DITCHES AND DISTURBED AREAS. WHERE DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP SHALL BE USED To PROTECT BANKS. 2. WHERE SLOPE, OF CHANNEL BOTTOM EXCEEDS 1.57., JUTE THATCHING OR OTHER EFFECTIVE CHANNEL LINING MATERIAL SHALL BE USED. _'_ -7 &� -=I I - TYPICAL ORASS_S.Al NOT TO SCALE TYPICAL DITCH SECTION NOT TO SCALE EROSION CONTROL MAINTENANCE REQUIREMENTS: 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 3. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. SEEDSCHEDULE PERMANENT. ING 1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERELY ERODED AREAS SHALL BE STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. A. CULTIVATE AREA TO A DEPTH OF 5". B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE. C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. D. SOW GRASS SEEDS AT THE FOLLOWING RATES: DRY SOILS (APRIL - SEPTEMBER) WET SOILS (APRIL - SEPTEMBER) KIND RATE PER -ACRE KIND RATE PER ACRE BERMUDA GRASS* 30 LBS. BERMUDA GRASS 25 LBS. KOBE LESPEDEZA 20 LBS CARPET GRASS 25 LBS GERMAN MILLET 25 LBS. GERMAN MILLET 25 LBS. E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 300 GALLONS PER ACRE. TEMPORARY: 2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT PERIOD OF TIME, DUE TO SEASONAL CONSIDERATIONS, A TEMPORARY COVER SHALL BE ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE: WINTER (SEPTEMBER - APRIL) SUMMER (MAY - AUGUST) ANNUAL RYE GRASS 50 LBS, GERMAN MILLET 50 LBS. TALL FESCUE 50 LBS. TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORABLE. 3. TOPSOIL SHALL BE USED OVER' UNFAVORABLE SOIL CONDITIONS FOR SUCCESSFUL ESTABLISHMENT OF VEGETATIVE COVER. 4. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH. 009 MARKET STREET WK WILMIN00 NO 28401 762-420* DICKSON Asheville, NO Columbia, SO Engineers • Planners - Sumeym Atlanta, GA Hickm, NO Charlotte, NO NO Landscape Architects wn=: NO 19 co C4 tal .0m, z z 99 ZC40 gwz 04 (1) 0 Q) 0 E3 O REVISIONS T5 8 M co DESIGN DEVELOPMENT RS (TYP 225' 144' 72' NOTE: FIELD MARKINGS: ALL LINES SHALL BE NO LESS THAT 4 INCHES IN WIDTH NOR MORE THAN 5 INCHES IN WIDTH. MEASUREMENTS SHALL BE TAKEN FROM THE OUTSIDE OF THE LINE TO THE OUTSIDE OF THE INTERSECTING LINE. HOWEVER, WHEN MEASURING THE WIDTH OF THE COAL AND PENALTY AREAS, THE MEASUREMENT SHALL BE TAKEN FROM THE INSIDE OF THE GOAL POSTS TO THE OUTSIDE OF THE 6-YARD AND 18 YARD BOX RESPECTIVELY. PENALTY SPOT: AT EACH END OF THE FIELD, A 2-FOOT LINE OR 9-INCH SPOT SHALL BE PLACED AT A POINT 12 YARDS FROM THE MIDPOINT, AND PARALLEL TO THE GOAL LINE. THE LINE SHALL EXTEND ONE FOOT ON EITHER SIDE OF THE UNDRAWN CENTER LINE. THE SPOT SHALL BE SITUATED 12 YARDS (36 FEET) FROM THE MIDPOINT OF, AND PARALLEL TO, THE GOAL LINE. THE SPOT SHALL EXTEND 4 1/2 INCHES ON EITHER SIDE OF THE UNDRAWN CENTER LINE. SOCCER FIELD MARKING- LAYOUT SCALE: I" = 30'-0" 11 521 24' A NOTE: THE GOALS SHALL BE ANCHORED, 00 SECURED OR COUNTERWEIGHTED. SOCCER GOAL MAUFACTURED BY: THE EXTERIOR EDGE OF THE GOAL KWIK GOALrr POST SHALL CONFORM TO THE MODEL #2B3 or APPROVED EQUAL EXTERIOR EDGE OF THE GOAL LINE. (800)531-4252 SOCCER GOAL ELEVATION N.T,S. �01 2' MIN. Y. SOC CER NET MAUFACTURED BY. KWIK GOAL MODEL #3B1121 or APPROVED EQUAL 1 2 --.(800)-53- -4-2 5 ... M ddd: fr CORNER FLAG SEE PLAN FOR DISTANCE I - I f—MID-RAIL NOTE: THE FLAGSTAFF MUST NOT BE LESS THAN FIVE (5) feet high. THE STAFF OR POST SHALL BE APPROXIMATELY 1 1/2 INCHES THICK AND MAY BE EITHER ROUND OR SQUARE. THE FLAG SHALL BE OF SOME BRIGHT COLOR, EASILY DISTINGUISHABLE FROM THE SURROUNDINGS, AND SHALL BE ABOUT TWO (2) FEET LONG BY ONE (1) FOOT WIDE AND SECURELY FASTENED TO THE POST OR STAFF. 41 SEE PLAN FOR LAYOUT CORNER POST LINE POST -COURT I.D. SIGN 1/16- THICK ALUM. q WHITE BACKGROUND ATTACH WITH 1/4" BOLT THRU 0 4CORNERS ONE PER EACH SIDE OF FABRIC to ^f I A MI I lkll/ 10' 10, 10, 10, 10' 10, 10, 10, 10' 10' 10, 10, TENNIS COURT LAYOUT N.T.S. SEE DETAIL, THIS SHEET J TENNIS COURT FENCE AND GATE ELEVATION N.T.S. NOTE: TOP OF FENCE POST CONCRETE FOOTING .TO MATCH TOP OF WEARING SURFACE 1/2- EXPANSION JOINT ry r NYLON TENNIS NET I q (SEE SPECS) TWO (2) COATS FORTIFIED ACRYLIC COLORG'OATING . .. ....... . "PLEXIPAVE" OR APPROVED EQUAL, TO BE APPLIED V) CHAIN LINK TO ENTIRE COURT FENCE POST GREEN VINYL 6211'z""" ONE (1) COAT FORTIFIED ACRYLIC COLORCOATING _j GROUND .... . ...... ... ... CLAD STEEL 10' HIGH TO BE APPLIED TO HEAVY WEAR AREAS(BASELINE) SOCKET w o (SEE SPEC) FILLER COAT OF RESURFACER TO BE APPOED TO ENTIRE COURTWEARING FENCE POST SURFACE FOOTING/CONCRETE 1 1/2" TYPE 1-2, ASPHALTIC CONCRETE CURB HEAD 1 1/2 __77777777777 V (gqo "PC 0(yo 0 CP c2%pq, 77 777 (Y" (?o (70 0' PC 0 0 00 0 Cp 0100 Cb 0 Q2 9&00 0 Cp Ozpp 0 Cp Cp CP (Y Cp & 00 0 1 0 (0 C-4 C14 Z h. COMPACTED SUBGRADE 5% PROCTOR TP 9 10 :A 6" =77 1'-0" SQ. x 3,-0" CONCRETE FOOTING 6" I 12" STABILIZED SUB -BASE COMPACTED TO 95% DENSITY TENNIS COURT FENCE LINE AND CORNER POST SECTION TENNIS NET SECTION N.T.S. N,T,S, 909 MARKET STREET pWK VALMINGTON, NC 28403 (910) 762-4200 DICKSONAsheville, NC Columbia, SC =P14nnm - sum"M Atlanta. CA Hickory, NC *Anhiteds Boca Raton, FL Raleigh, NC Charlotte, NC Wlmlngton, NC 00 L M C14 w MI* s;: z L, C" (07" pi 0 Z 0 7 01 M z 1-1 t_1 c5 C3 ' ZN0 O w , u-) E5 -J z I— z Uj V) Uj 01 Uj Ld Of D R 0 LAj c) ry 0 6) N El 13 U 0 ED O REVISIONS z C F_ U) F_ z 0 w 00 DESIGN architects BONEY ARCHITECTS, INC. 2528 INDEPENDENCE BLVD SUITE 200 WILMINGTON NC 28412 TEL 910 790 9901 FAX: 910 790 3111 WWW.BONEYARCH.COM WILMINGTON RAL.EIGH CHARLOTTE CC7, im BCNEY a6tCHi;mm INC. w W 7 ,n I 0 z W 0 z z w a m m W 0 0 N i Z O n. 0 0 I W N i W O` M Z J^ V �1. Ws ou D C F 0- Z C) i' . z $� W o < J PRINCIPAL DED PROJECT MANAGER: MNH DESIGNED BY. MN. S DRAM! BY: MNH CHECKED BY. DED PROJECT NUMBER: 90148.80 CADDA r14E: 40TOP02.DWO SHEET NUMBER: C -1 .0 0 DATE: 14 DECEMBER 1999 127 AUGUST 1999 1 :-i • • INV 27.85 -- _ _�.� _ _ 32 SXR> "IV °moo qR Nor j A4CNr e %� -�- _ — �-� = - --P-- - = .-� -�- — = =_.= =_ — — — — — — __ 1 _ \ -IS-M: �_ ` -� _ - _ _ SAP 8°pk z4seVt$tON '' — 7 Iyzsr �58.73 — �. 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( t t R •+A- '� t ,. } \ �. / �. \ �• ..._ — \ 1 y' 7r j \1Nv ?S SYR 2 17 2°I / ` j \ } r- 1 1a '�,Js w t ro �, % L.' ' �g� ADS (a f t } D DR { { t { r / \ / / n 4r U NOS �7 ` { f I / 3 16 R 3 1 } ~3r` �* i { `� \ .�/ ,\ �� C . / ' { ./'� "` -~ `� { t I{ t {{ 1 610 {{ t ► \ 141. +6 2 / R \ 1- , , _ ' \ R 1--- __ / i NDS FROM 1 { ,� � \ / ...... _.. .._- — .,; MAP RE O WETLAS: MAP ENTITLED "WETLANDS DELINEATION, 1611.1a.f { \ { { RI TRUSTEES OF 1 -' ,Ax \ / �!/�' � 0 r } � � -- '' � /f � _ CURRIN TRACT, LANDMARK DEVELOPERS, INC." �� {{ { CAPE FEAR COMMUNITY COLLEGE \ .--.% '" / — 1 { / 1 4 { 4 0 { t { 1 r'� �` TRUSTEES OF �' � { i' DEED BOOK 2458. PAGE 273 fit...- �"�' ''� \ J / BY .GREEN ENGINEERING, LAST REVISED / / -o ,,-� / , / t / 10/9/98 AND FILED WITH THE US ARMY t \ CAPE FEAR COMMUNITY COLLEGE \ / x N \ / _. / / / / CORPS OF ENGINEERS. ,Nv ? G t ) J/ 1 `J } Z ff { }t `` DEED BOOK 2458. PAGE 277 i / \ / / / .qQr �{ 11 U .� O ` f , , 1r�Ya 'Q 1 { WOODS P w u �'� \ R� a NV �za N 1 u 4 C `1 � r— rrI0 `� { 1 '" -- -- * — — — / — _ ,� / / t 1{ 5 (n 5 f 11 W I t { /' NAIL R: A W 14 I W lilt m / 1 1 �� '', E. 3,3 64 •P w U , { R{{ ,/ 1 < ! \ /1_ f \ \ IJ // --r �\ ---.._ .. ...,/ /_,-' �_J/ /' \ WETLANDS � { 1 r f \ ,- -' -^ \ \ - / — — ..._... _ / / U UPLANDS ¢ {ii\ / ' ' \ \ / / / - `' , +---• POWER POLE/ANCHOR r tV c� { \ \ .�--•°— OVERHEAD ELECTRIC yc -- UNDER GROUND UT1UTY �.i..i 0`t,. \ W , �'� I j�` t ,.. J ., {� � t -.. I / / j / \ �' .. '._' " "'- J J !) 4�t3`� 6 Q r� 13 6 Z W0. {{ I{ \ t } 1 .der► / f t } / / \ 1 7 A'i•� DOT MON (F) N.C.O.o.T. MARKER FOUND 1 I GN W 4 N� _ U ` }_ / / / 1 / / ep •— WATER LINE { U O ® r I U t t } / �'` 1 / /ice / og CID/ / \ / 1 J IRON INV? S Y. m ' { {{ \ \ i # \ 9� / / �/ / 1 t V P) C8N tPFa.. FORMER PP PROPERTY LINE NV t 1° +N Y„ _..Q 4{{{a. //`'�. ) f" �� x-o" �- � \\1 i//,----/Ts RCs 7 tL Q 7 { { \12 CL }! t t/ // /\\ // WOODS --- } If { o �%.._ . , - -•.�' _. ems_, / 38 fill1 { 1 } ?.,, \� � t t t / ,--,{ / \` l \ //` — / oor y { { R 1 { 1, / W ,_ \ ON +Nv2749 8 i1 8 I 'i i/ i ~ t`�� \/ / El.MA. COMMUNITYS TRACT IS IN -PANEL EL NUMBENE C R G TO 370168 0030 C, REVISED APRIL 15, 1986. 27 7.29 W U t `` �• ° I { {►� { { 1 � RCP r { ..� ,- -- / -- �- �\ I{{ 1 ,.- u W � �, _. _ .�, NOTE: _ _ �� \ } / 1 / / '' /' ' / §A/ AR �, � 4N0S� u �` �`�\� or �,�, �� CALL "NOCUTs. INC." �F.FQRE EXCAVATING � IN g9— { / / /L ijy P x R \ I i t > UNDERGROUND UTILITIES SHOWN ARE LOCATED IN PART 1 / / / \ 1 EL•$ 60 .P• ` / U w W FROM ACTUAL FIELD LOCATIONS, QLD RECORDS AND I1° ' / / 1 / U j \ } AS MARKED BY NOCUTS, INC.". THERE MAYBE OTHER AVENWOAR3'---DWVE- 21 i+--- --- � (ee -R, } � i t '3 UTILITIES NOT SHOWN. ��\110 ,'sYzJeg / \\ }f R I RCP I11 /rj r �,� \( / / J / t U y +Nv 1.85 ` i R I f \ \ 3 } 3 { �// /� / / / , ,� / / //�� ; ,. ... = 1 "ae.. ... _•,3$. ,.e•y"' f r — {} 6J f , j -t' / / �.% > t I 2 S�P��{t1 �� -, \ _ �){ { i /{ / / %'�' t }\ WPA 7L i { i w Werr�wDs W u INV 4g ) Y�3N'BOk 48� 22.88 y 1 �\ ?oQ�'" .c` III i 4 ''II0{ ' I ! 1, w,°S / t$ N C G S. MONUMENT t R t ` of { j ,Nv27gs "CULVERT 2" 1975 { / � 1) � \ , 1 � 1 -\-� U {I I 1 NAD83 y� t, tt.. "� ,. =_ i� ,L t �, 1 ,�/% ! 1 CERTIFICATE OF ACCURACY AND MAPPING } { I N 209054.39 t il� } '"'Y a$1 E 2337550.35 U U } / I $RCP s '$� �---' U / AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS I { } EL. 30.32 NGVD '0 ! r \\ f/ i F OM A M. EDWARDS CERTIFY THAT ER PLAT WAS DRAWN UNDER RI SUPERVISION 1 �+ fill I 1 W RECORDED tN"THE' REFERENCES NOTED ON THIS DRAWING.) THAT THE BOUNDARIES NOT { f 11 TRACT "B" v� \ '�` - r /'� '' "' ,� �" W ( W / �` SURVEYED ARE SHOWN AS DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT (R t \ 66 , , W /, THE RATIO OF PRECISION IS 1:15,000+/-; AND THAT THIS PLAT WAS PREPARED IN •� ( i U / ACCORDANCE WITH G.S. 47-30 S AMENDED_WITNE MY ORIGINAL SIGNATURE, ( { \ ,�� � t , � { ( 1-1.-�- � REGISTRATION AND SEAL THIS �_ DAY OF ll...�, A.D., 1999. } \ It l lilt { � �10� � t (rI \ J������ \ \ �� � ( � � t -- 1 I}{ { } } t _ -. f \ 1� F,��•� \ �\ \ 1 ) J/ �'°7L s� U t\ r- -'-'jlli�Tt ANDS / '�' DA 0 M. EDWARZe P.l. S. 11 Ift 1 I { 1 �I'iI it s \ \ -.- _ --- . _ �/ \ 1111 \ \ \ \ ( ® WE ND t \ j 1 " Q / _ - —w / �I1 \ ��\� l } 1 1 \ rCA"°S s U j t } t f �. W WE / 'or-,Jt 1 \\ 1 J { I I W j J 1 DAVID M. EDWARDS. CERTIFY THAT THE SURVEY IS OF AN EXISTING - I S NOT CREATE A NEW STREET ..-- `/I-- .� /"r• 4� PARCEL OR PARCELS. OF LAND AND DOE r w OR CHANGE AN EXISTING STREET. J i { { \ ttI l / I}I{{ R } i fit\ �, %i. / f ( , 7'�' \ '`-�.'j { �, / �) �" { i �- � / f�, II I ) If{ 1 {{ I �.\ !, 'il / „� ,� r /,+-��_ "W \ _ ~- _ _y 1 u" "� a v t �=� 1f11 1{l J / i + ( \\ �/ � /j--"''" � `�► \ �\� �'y �•80•� �`"�..�,,,,,�,� � aor,�ay t,�.Zl' + ',� �rLaNps �„ -•-� --/ 1 l ��`11,5 NOR JH CA OL NA „1 / - \/ ��'" ' l t K D t) M. EDw RDs, P.L.S. hEPART'MENTr 0 T AN PORTATION ss r, , 2;3s.os' —' r -./ REGISTRATION No. L-3901 , , � �-- __ .r.. W w u ..-�- fl (PROPOSED) 'rw -- u I i It U.S. 17 WILMINGTON BYPASS R } DEED BOOK 2404, PAGE 725 -. SCALE: 1 -- � 00' iuTo r>, C— t� uo C) - [� Q 1 2.01 ,UGUST 1999 PRINCIPAL: DED PROJECT MANAGER: MNIHI DESIGNED BY: MNF DRAWN BY: MW AUGUST 1999 architects BONEY ARCHITECTS, INC. 2528 INDEPENDENCE BLVD SUITE 200 WILMINGTON NC 28412 TEU 910 790 9901 FAX: 910 790 3111 WWW.BONEYARCH.COM WILMINGTON RALEIGH CHARLOTTE CIM CM etc. UAL s7 FINAL DESIGN FOR BIDDING AND PERMITTING ONLY NOT RELEASED FOR CONSTRUCTION RE"V?IS10,I` S z W 2 0 O v a 0 ►--"O C�UC1 w�o zzz � N I ai jai L N O �U •� OY W Z U �ZQ Q�z 0 a Cn U �z Zul< O R °' � .c E o rn v:0 0) �1 � N i h C IR C Q L , � Ld QL iii LLJ ppY ij Ld / Z� J V JJJJJJ %��U .., Cr/ _ < z Wf► TLL - 0 sW LLJ o 0F0 }- IXCL J PRINCIPAL• QED PROJECT MANAGER: MNH DESIGNED BY: MNH DRAWN BY MNH CHECKED BY: DED PROJECT NUMBER: 9014&80 CARD FIE: 40TOPOZDWG SHEET NUMBER: 3, 2 DATE: 27 AUGUST 1999 CORNER NO. X COORDt"iATE Y ORDINATE 1 2338215.91 211116.66 2 2338142.86 211139.70 3 2338139.95 211130.94 4 2338131).98 211105.40 5 2338138.14 211081.72 5A 2338130.14 211081.72 6 2338115.31 211056.45 7 2338133.27 211039.23 8 2338150.35 211032.59 9 2338147.25 211020.90 10 2338149.47 210998.49 11 2338144.04 21097&72 12 2338136.6 210955.05 13 2338152.8 210948.23 14 2338177. 210949.77 15 2338179.49 210990.08 16 2338189. 0 211018.74 17 2338201. 7 211051.20 18 233820.83 211088.35 i9 2338 5.91 1 211088.35 DATE: 30 NOVEMBER 1999 23381 -� mm 00, rl / 0 �✓ X. 233834.4.83 Jb�'! y�a� \ r✓f //,' �"> f l Y:209729.36 + R36.5' X: 2338385.16 X:2 38614. ,! Y:209717.10 5. g / r-u44PKIN CR EK g� r' 4 Q %! f le-- -- _ __._, / / / 20 DRAINAG2 CANAL y �O �P ' �'' /r Mqp BOOK 7. pqZ�F 5ENT /r/j / 1 ; . f ti r f> f /X-2338370.54 1 Y.209437.63 X:2338451.76 ,Z/. ir' r/ Rp ! � f ,isl � ;r----' ' � Y:209645.65 51 4 r { •-.. X:2338350.01 ✓ ' ..1 ],'` t 't R� ,r /t% '' X:23 -^ " _"'.-- •,•...,,. 3 --- Y: 209255.65 � / X: 2338385.79 r j , �, <� '-,-:,,.•...,_ 3 _ 2 1 / �•-..._ """-••-.`""` ...,..,,,�""-- �/ ! Y: 209448.68 � I � ' Y i +' � � f � ""`--•:.:-�, _ 1 ; _ / o ��-'^. X: 2338474.56 cpcs f r _. J f i� o in Y:209558.01 � ``. X:2338502.48 c �4 a - f Y: 209353.65 \ , X:2338484.89 Y:209057.22o 0 � It f l X:2337416.14 R47.0' Y: 21 D441.37 X: 2337413.70 Y: 210422 67 N O ` irl X:233749 Y.210437 POND NO. 1 1„=40' X; 2337430.71 X-. 2337540.60 X: 2337535.74 Y: 210720.72 .--► • 27 ■��I glig93371573,82 Y. 210680.58 • Y:210499.2 - , " C4--�a X:2337617.53 n --- 6NX5', CMP RC J HEADMI.I. INV 23.26 30" - - RGp -- -� -\ EX 36" CMP t _� INV 24. 29 X:237784:97 �3p X:2337725.55 f W Y:2311299.69 30 :211158.25 cn 1 � j O cV00 ZZ LA C) X: 23210941.0137682.48 ,r Y:4 -" � \\ -' '"`�``` "^.,•... ' j i t X:23 7682.7 tb i X:2337749.94 :2109135.56 96 3' If Y.211053.63 ` r X:2337851.70 1 XY2337691.31 ) Y:211048.74 f Y: 10916.42 X:2337753.66 I Y.211029.02 ^. i1 2 „L99.18 i t Q? X: 2337871.56 Y. 211115.21 �. 223~~'_ X:2337896.8 --�-� t 1 24 Y:211230.11 lu 28 27 k ��` ` �• O i� 29 •,. ' t ,'� 1 -- Y W X:2337974.47 i t X:233777%0 cV .^ Y:211330.06 I Y: 21090 1'I } 1 O i X: 233785 17� VINN I J u 0 FLC 1O POND NO. 3 1 » 40' FLOW X: 2338019.4-4 Y:211205.83 Lo X-. 2338228.24 Y211213.44 \`X: 41 Y:211230.38 X: 2338311.72 k'• Y:211192.79 \25 0' 11£ t X: 2338292.01 X: 2338292.01 Y. 211153.70 Y:211153.70` l i 00 N tD V CT W }} 1� N 562' r 1 L ul N N ; i X: 2338580.22 Y. 211010.20 24 2rj 6 l 76.5' ---" X:2338613.99 Y:211107.49 LOD V Enrl EC 2 2 IM Dwo SCALE: 1,, 40' Qltur%tu U . Utu PROJECT NUMBER: 9014&80 CADD FILE: WTOP02.DM SHEET NUMBER: 4,0 4 DATE: 30 NOVEMBER 1999 MIN 4' X 4' X 4' VALVE BOX PRECAST CONC TINDALL K04848 OR EQUAL; OR CMU CONSTRUCTION LADDER fy� WiTH 6" JUMBO BRICK. VENT " c SEE NOTE 9 FOR VALVE SPECS. GATE VALVE \ INSTALL 1 /4" NPT TEST CHECK VALVE PORT W/ 1 /4" TURN VALVE WITHIN VALVE BOX DOWNSTREAM OF VALVES. - l C'• v• 8 FT. DIA WETWELL WETWELL NOT TO SCALE •, .3 TEE WITH o o BLIND FLANGE o 0 o c z o _ DI INFLUENT (SEE NOTE 4) Lu LLj L. MiN 12" LONG j GATE VALVE J6" MIN DRESSER CHECK VALVE j 4 ' DI MJ TRANSITION k � _ t FITTING '! s 4" DI PIPE, VALVES AND FITTINGS o FROM PUMPS THRU VALVE BOX. SIZE PUMP -DISCHARGE a. s AS REQUIRED. SUPPORT BRACKET s VALVE PIT DISCHARGE DIRECTION MAY VARY VALVE VAULT NOT TO SCALE PLAN. 3" PVC VENT W/ NON-FERROUS INSECT SCREEN LOCATED ON HINGED SiDE OF PUMP ACCESS 3/8" 0 SS HOOKS FOR PUMP PULL CHAINS, POWER 32" X 48" FRAME & COVER MIN. HATCH. CORDS AND FLOAT HANGERS TO PERMIT LADDER ACCESS & 24" X 48" FRAME & (10 REQUIRED). MOUNT WITH PUMP RETRIEVAL. (SEE NOTE 8) COVER (MfN) (SEE NOTE 8) LEAD LAG SHIELDS. LOCATION 6" CAP BY COUNTY PERSONNEL. 4 - 2 NO. 4 RODS - CONT. IF CMU CONSTRUCTION HINGES V. 30. SS GUIDE RAILS MH STEP 18" (SEE NOTE 5) a1 0 BELOW HATCH ON A NON -HINGED ' SIDE 2'-6" a GROUT °' M GROUT A HIGH WATER TELEM. ' HIGH WATER ALARM 20.0 ELEV. _ DIP 2" X 2" X 1/4" SS ANGLE WELD AS REQUIRED I. 3/8" CLR HOLE THRU FOR o 3/8" DiA SS BOLT X 6" X 1 /4" (TYP 4 PLACES) PLATE (TYP) 6" 1 /2" STAINLESS U-BOLT FIELD FORMED ALL THREADED } �- 3/4" ROD NOT ACCEPTABLE SECTION A --A On - -9--- 3 /4,. t THREADED ROD !!1 1 & BOLT i 1 1 /2" 3" 1 I 7/16" FASTEN W/ 3/8" DIA I SS NUTS, BOLTS, AND LOCK WASHERS ANGLE J ,,HOR SECTION B—B PUMP DISCHARGE SUPPORT BRACKET NOT TO SCALE �-2"� SECTIONAL LADDER DETAIL NOT TO SCALE architects i BONEY ARCHITECTS, INC. 2528 INDEPENDENCE BLVD SUITE 200 WILMINGTON NC 28412 TEL 910 790 9901 FAX: 910 790 3111 WWW.BONEYARCH.COM WILMINGTON RALEIGH CHARLOTTE ®1m acmy mtmrm a, W. FINAL DESIGN FOR BIDDING AND PERMITTING ONLY NOT RELEASED FOR CONSTRUCTION CONC BASIN HIGH "�Lj/i >�,, 6 H CHAIN LINK FENCE �G / / 7 GROUT TO SLOPE ! C W/ DOUBLE GATE CENTERED � �. \ �- 0,, 1'-0" GROUT TO DRAIN I }; 1i L� ON ACCESS ROAD!� !� PUMP REMOVAL .. �• I X-; _.•- a CHAIN (SEE NOTE 6) a t } 1 i {s i 12 �_ r-- -- o c� c� c� BiTUMiNOUS JOINT. 2" PVC MIN fl1A ° , q�t il , °G o J i ,: }f Zj C ,.::_. �G - �, >� i woo z z z DRAIN. SLOPE TO o a `11 tires; w ap N MATERIAL {TYP) " ° , e 6". 'GONG BASE ( I =I r .. � N WETWELL, WITH 10 ° r ;1 p __ TRAP OF FLAP VALVE.I ,•-- � ?�•i+. )r� _•C f.�t' t '� y J � � t ..✓ :.-- �i' � °fn IN WETWELLr'.1.,J .- t rrii ` j . t'tC:{rta ,, ,' �_Jz, ,�F( C 1 r `" Jr » 19.5 s 4" MIN }`�'t �1,��� ?i )'S "cf'�-•-t�,�.���t�, +4�' ';a F - i t j c4'� > LAG PUMP ON p '" (,,��X~3-C3�'�.1'v }rt�r, �;�,i }°DIPYf ".,f f ;� .,7, Jr^ '` �.Jr' f ,EY, * I 15✓.aci'^L1' r r r ; s i' ✓ r' I i I t (i i """'i ".fie;' `z � '- � GROUT m E GROUT AROUND I f La'f a� a b BOOT 1 ,` m o a LEAD PUMP "ON" 19.0 a i ` d��/f,I, d��/a ��cG m' ELEV. INFLUENT (SEE NOTE 4) V �/ �� d« J I �41 INV. ELEV. 21.59 i i I -' Q / i.15.0 LEAD PUMP "OFF" 18.0 �o Ai Di MJ TRANSITION FITTING I , ! �C ( V A.)N ELEV. 18' MIN FROM WETWELL I G I N -A ti N (SEE NOTE 4) --i 10'° 12" ELEV. 16.25 SITE PLAN VALVE VAULT 12> = 20, N MONOLITHIC NOT TO SCALE � c 8„ ,: °'. CONC. BASE rn c a, ° a t c c v 3 a G wacn y s z oa CLASS 57 y/; CRUSHED STONE 1 :F t Y �r4"� i , "� 1.� t I' �C = ? •. 2, "�c„'3rZ . 3 �. f t I` ;, C ;'� f`: s i w 1' FULL RAO. '{ >i � •'% t� �K;�f,:l�?�_�, � 1�4�`."`C�;j-.�, �, il52 , �,i)' }Sr12 �� +.='?�(//; I! �•....,..t tj(t' �, .�� } .�, j,.� ,ti� g."�'.� ,� ��y,t-�t 1f��sr`.r 1/2" (TYP (TYP) 4 XA 12"ik,11 DISCHARGE & RAIL 12" FROM 0 SUPPORT CASING ,,- h Ir � � �... 2,•- 't � �-- � �. F• ,., , t TOP OF LADDER s f�7`\,1(Y%J ,t}1�((^j) i 4 rJi f. t`�( •,r�(••-�,�.,T ��{' !� f„ti� L.J :,,, r—C.F... ., /'Ti`w..tE tr ,. )\..�7��! iiJ i` �:%J 't.;,t!�tT' I it,. ` ��' j Y f ,. !S C .• ! ) • ,! t f T I 1� . zJ: — a ii t. t' .i c ,a i ! C C.•' SEE DUPLEX SUBMERSIBLE 3/4" 0 X 4" DEEP NOTE 3 PUMP WEDGE ANCHORS 7 3/4" DIA MAX CLR 2„ ! r'1 HOLE FOR 5/8" V�1 DIA X 3" SS WEDGE WETWELL ANCHOR (TYP) _ <C NOT TO SCALE SECTION - 12" OC NOT TO SCALE 1» 1" W NOTES: VARIES - SEE PLAN 12 FT SEE PLAN 2 < 1. UNLESS OTHERWISE SPECIFIED, ALL METAL WETWELL 3/4» DIA ROD OR � Z COMPONENTS, HARDWARE, AND FASTENERS SHALL BE 3/4 � 5CH 40 PtPE 11 ;d :D CAST IRON, DUCTILE IRON, OR 304 STAINLESS STEEL OR 10'-0" MAXIMUM j BETTER. 3/8" X 2" MIN FLAT BAR STAND 2. UNLESS OTHERWISE SPECIFIED ALL CONCRETE " OFF SUPPORT MAX PIPE FRAME FL 1 5/8 DIA 0 FLAT AT BAR 'may, X 2" MIN �.+ V) u FASTENERS 6' OC SPACING TO BE 316 STAINLESS STEEL WEDGE ANCHORS (TYP). MIN 2 REQ D ___..i _ 3. CONCRETE TAPER IN BOTTOM OF WETWELL TO START X x ' ; X X �. lot?END POST TRUSS .,�• kx NO 9 GA. WIRE 2 1/2" 0 OD FROM PUMP AND BASE AT 45' (TYP) ALL AROUND. „ ROD k �,�� GATE POST THIS PIECE FLOATS CLIPS 0 1 -D T CENTERED BETWEEN 3" 0 OD 4. INFLUENT TO ENTER WETWELL CE ERED BE �'�` .,� /'' ON LIFT PIPE L..><� Y.. <<Z ,� o AND PARALLEL TO PUMP DISCHARGE PIPES. PROVIDE '� �` o LADDER &SUPPORT TO BE ONE 18' JOINT DUCTILE IRON PIPE AT WETWELL. FABRIC TOP RAIL PIPE } �I o ALUMINUM OR STAINLESS STEEL i 5/8"o OD � FOR OLADDERS VER 20' o ALL WELDED CONSTRUCTION. 5. ONE PIECE SCH 40 STAINLESS STEEL 304 GUIDE RAILS. CORNER POST . 2" DIA. V 1 4 FABRIC LINE POST . � ' � DIA. PER MANUFACTURERS RECOMMENDATIONS. TWO PIECE 2 1/2"0 OD GA (SEE DETAIL) 3/8" HOLE 0 < x FOR PADLOCK �.... RAILS W/ INTERMEDIATE (MID 1 /3) SUPPORT FOR LENGTHS BRACE RAIL PIPE o THIS SECTION GREATER THAN 18'. 1 5/8" 0+ OD toREMOVED � � c ` {\� • r , . �y 6. PUMP REMOVAL CHAIN AND RELATED LIFTING HARDWARE �'`"\ t..L_. a- TO BE 304 STAINLESS STEEL 2,QOOLB MiN. WORKLOAD NO 6 /' ice i `� ' w .' % ,, `' `" %� ��` '` `\ AT U HEIGHT FROM c LIMIT. LENGTH TO EXTEND 4 ABOVE HATCH. TENSION WIRE TRUSS •�/,'�.'<'I'. /f\,�������%�'i� `�� !/�� %`.�./,i,,:�:�%�- ��`�//�j�• '.�%.f/.GROUND ELEVATION U)0 < .� ROD ., >: FIRST STEP TO BE NO /^� z r 1 7. PUMP DISCHARGE SUPPORT BRACKET FOR DUCTILE y 1 MORE THAN 24 FROM RECEIVER ;� WETWEH BOTTOM IRON, OVER 10 MIN. ONE REQUIRED. MIDWAY 4 1 .�• " •' ! � ' LOWER SUPPORT BRACKET �/ SLEEVE 2 DIA TO BE NO MORE THAN 6" ` /i �'r.fj\�f,• :.: / / ,�r \:,•�/:.�i11\�l, \/,�l •..: / �, \. \PRINCIPAL• 0® 8. ACCESS HATCHES TO BE PAD LOCKABLE FRAME & -----�- 12"ABOVE FIRST STEP PROJECT MANAGER- MNH COVER, W/ 1 /4" ALUMINUM PLATE AND 1 /8 THICK X 3 (�' . I l'• N0 9 GA. HOG I I ,t �' o „ : ; M 16"-,A DESIGNED BY• MNH WIDE STAINLESS HINGES MIN. AND POSITIVE LOCKING DOOR „ !11'. 1 RINGS 2 --0 (MAX) tt' , tt ,�— i 1 /1 C' Y JLL R TRAINT. HINGE ON DISCHARGE SIDE OF WETWELL AND 12 I:f;I 10I.� . I DOUBLE LE LOCKING DETAIL DRAWN B ES CHECKED BY: DED VALVE BOX. (HALLIDAY PRODUCTS OR EQUAL, SIZE AS NOT TO SCALE PROJECT NUMBER: 9014G8.80 CHAIN INK DWI T H. CONCRETE FOOTi NG, DOUBLE l��J NG GA EREQUIRED) ."': TYPICAL .. CARD FILE: 40TKW02DW'G M 9. GATE VALVES TO MUELLER IRON BODY, BRONZE NOT TO SCALE WITH 4" HAN WHEEL AND MOUNTED AWWA C500 D � /� /� p SHEET NUMBER: NON -RISING STEM. SWING CHECK VALVES TO BE MUELLER ACCESS LADDER DETAIL IRON BODY, BRONZE MOUNTED AWWA C508 W/ OUTSIDE CHAIN LINK FENCE DETAIL SPRING AND LEVER. NOT TO SCALE NOT TO SCALE . 6,01 C DATE: SCALE: AS SHOWN 27 AUGUST 1999 D+8" MIN CLASS CLASS O 1 OR 11 \It MATERIAL \ BACKFILL `G O / 4; D 2 LIMITS OF CHANNEL CROSSING CONCRETE \ : t.,; �. :•� ... ° �/ CLASS 1 \ s;.• .f, :; ~• . '•.� '; J 'r ., ,r4.: •.} . ` rs .'�y: !;}'.:F• .. r.}'f.' ) / 4 MIN. IN. BEDDING Vt OF CHANNEL /y/J/ '/ / / / / / / / %/ / / / / / fi/ 1 FULL JOINT 4 \\� \\��\�\�\���C\�\�\� \ �C\�C\�\�1�\�\\cC\�\tC\�\. MIN. # _ z 45' M.J. EXISTING GRADE CLASS ))A-\ ,i CLASS "B" BEND. M TYPICAL :\l`'%4 \, •a,%r;'y\;t� � .l :>; ` ?1•`:,,Yr;>'\, .�/;\ y,., \ :!>i \.1 k, tr./ ,:: '! C,`f.,\:i r; ,.,fi� , r i � :'ti'"i;•,�. •.•.. a.:.`.t":S! \i • J, , : •�r:: / . f'`:.., i "�.�:\�:\/.�:;f%.\r.:�:i:'.f!\l:'j'<.•�-'!,'.•'./mil;<,f.;\•''.,.. •/i /` ;\�..�/i.£.. fj,•,t;•rf✓.l• "'j \L� • ,� j .� "\!,\, � < I /' �.t ` (�•: ��I PIPE ZONE PIPE. ZONE 4' I EXISTING WATER LINE EXISTING WATER LINE MIN. CONCRETE RESTRAINING RODS �{ ;/` ` \j' ` 5.25 CU.YDSAMIN. EACHVITY TYP CLASS N CLASS i PROPOSED DIP SEE BLOCKING CROSS SECTION FINAL BACKFILL PROPOSED DIP 1, 11 OR If! `� 1, II OR III ' f WATERLINE PIPE SIZE AS N / / WATERLINE BACKFILL BACKFILL `G \ PROPOSED DIP FINAL BACKFILL INDICATED ON PLANSINN 5" MIN. y \ WATERLINE `= PIPE SIZE AS CLASS 1,2 OR 3 CONCRETE THRUST " 7 8DIAMETER INDICATED ON PLANS / O.D. O.D. BLOCKING, TYPICAL RESTRAINING ROD,2 R£ Q D. 1 SHOWN) CLASS S °. \\1 :i >- 6" MIN Y c 6" MIN. \ \ \ \ 1 II 4 MIN. . \,� �\\� 0 R i "���"�:•�' CLASS,OR 2 BACKFILL BEDDING \ L.: .. s .. e INITIAL B C , ; , ; :;..; ...;:y, , , NOTES: � '� '' �_ CLASS 1 /i�/i /• -- STABLE ii >i » ii 1. ONLY FULL 18' OR 20' JOINTS OF PIPE SHALL BE USED ON PVC PIPE DUCTILE IRON PIP j'� EACH SIDE OF TOP BENDS, UNLESS OTHER -APPROVED. FouNDA-noN CLASS C CLASS D MATERIAL FLEXIBLE PIPE RIGID PIPE 2. RESTRAINING RODS SHALL BE STAINLESS STEEL OR GALVANIZED 6", TYP. RODS WITH FIELD --APPLIED BITUMINOUS COATING. _ 3. PIPE UNDER CHANNEL AND BETWEEN THRUST BLOCKING TO BE D.I.P. BLOCKING CROSS SECTION PIP IN TA1 GUIDELINES FOR BEDDING. FOR. WATER & SEWFR PIPE DETAILS, STORM DRAINAGE PIPE. CROSSING DETAIL WITH GRAVITY BLOCKING CLASSES CA. B, C D CHANNEL C N.T.S. j NOTE: 1. SEWER GUARDS REQUIRED AT ALL N.T.S. S MANHOLES. N.T.S. 2. SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN 7-5/16" N FULL 18' JOINT 3/4" GALVANIZED TIE RODS „ HYDRANT 3/4" ALVANIZs=D RODS 6" PIPE WATER " >. STD. MANHOLE covER. 2--2 1 /2 HOSE NOZZLES -CAP W/2" 14 DIAMETER 23 DIAMETER TAP NO. 3 REBAR NO. 3 REBAR 4 1/2" PUMPER CONNECTION o o a °, o ° 5.75" N FACE TO CENTER LINE I4..0 o MANHOLE STEPS _. OF STREET OR PARKING LOT o @ o QOo TO MAIN _ DROP LID / A ..�.._ s z o 6 A \ � M AS SPECIFIED 9 O N -, ..__ HYDRANT TO HAVE BREAK a SECTION OR HYDRANT LUGS TIE BOLTS RETAINER CLAMP 7-5/8 BOTTOM SECTION 25 "WATER" REMOVABLE VALVE 34X z RAM-NrIt JOINT MAT'L WORD WATER ON COVER OR APPROVED EQUAL BARREL PLAN j (TYPICAL) PRECAST MANHOLE SECTION, JOINT RESTRAINT PLAN VIEW a A.S.T.M. C 478 HYDRANT TO 1ST FULL JOINT OF PIPE w z.a.... BURY LINE FLUSH WITH CAP `y 1 /4" w cn I PRECAST in FINISH GRADE 3 16" w w FINISH 2,. 9.25" CONCRETE f, 2" GALVANIZED PIPE Q a _ GRADE t " . --0" C.I. VALVE BOX CAP W/2 TAP > 5 MIN. " i HYDRANT 3/4" GALVANIZED ROD 3/4" GALVANIZED /\��\�����\ ;o; ,..° s:.•..; ....yr .:'�i:,•: / \�% w 4 a a 0'--6. GATE VALVE MIN. SIZE 6 TIE RODS \ /\ '' �' MIN. O TURN RIGHT TO OPEN co 0 0 0 o Li,� N MIN n 3000 PSI i1CONCBASE. CONCRETE W 6.125 "8- 0 2f, 4.5" DRAIN o Q° OC3O o z TOP SECTION .2 9-1 /2" 10-1 4" VALVE BOX 6" MIN. 6" MIN. ° o 0 0 0 CONCRETE BLOCK 27" DIAMETER CRUSHED STONE •:a� s .;;;;..;. NOTES: TIE BOLTS 2" CURB VALVE 1. LID CASTING TO BE TYLER MANUFACTURE NO. 6850-SERIES, CONCRETE / EXTENDED BASE MAY NOT BE REQUIRED PAD 4" DROP LID OR APPROVED EQUAL. SECTION A --A NOTE: NOTE: 1-DUCTILE IRON PIPE 15 X 15"X 6„ MUELLER OR HAYS 5-1 JOINT RESTRAINT REQUIRED ON ALL HYDRANT WHERE MANHOLES ARE GREATER THAN BRANCH LINES HYDRANT TO MAIN TEE P R OFf LE 2. BODY CASTING TO BE TYLER MANUFACTURE N0. ti855-SERIES, ^+ /'� 5-1/4" SHAFT, SLIP OR SCREW TYPE, OR APPROVED EQUAL. STANDARD VALVE BOX PROTECTOR 4 FEET INSIDE DIAMETER 3/4' TIE BOLTS 3. THIS VALVE BOX ACCOMODATES 4" THRU 12" VALVES. N.T.S. PRECAST MANHOLE. FIRE HYDRANT 2 BLOW®OFF N.T.S. HYDRANT JOINT N.T.S. STANDARD THREE PIECE VALVE BOX N.T.S. N.T.S. N.T.S. MARKED: SANITARY SEWER X STORM DRAIN AS REQUIRED X TOP OF COVERLv l) 4 6 MIN. _�� 6.68�" DI A. 6.875' 1 /2" ` • I 0.5 0.687" 0.688" 7 j2y BOTTOM OF COVER WATER a � . '... .• . EXIST. A Fto GROUND NOTE: k A A ❑ 17❑ ` RING & COVER CONTACT A A 0.5" r-- _ 1 '� u� SURFACES SHALL BE X o o a : o PLAN MACHINED So AS To PLAN PLAN 90 BENDS 45 BENDS 22 1/2 BENDS TEES PLUGS f IN 6.5" �IA. _ INSURE EVEN BEARING SIZE 1.0 ---- 2'-1 � /4" ----! � aF covER oN RING BENDS TEES A � A B A B A e o D w w �� �t 7.25" 1' 11 3/4 6" " SECTION A-- A , -1, ,� 18'° MIN. " PLAN 7.75 11.875" ;n MINIMUM WEIGHTS: 4 rk5 --� 0" f, " 11.875" MINIMUM WEIGHTS to u 2.75 0.5 ci • It ci r RING 190 LBS. .°+. :: a 12 EXTENSION 40 LBS. BOX ,. COVER 120-LBS. a• 14" �_111 10 1/4" ' ''' '• : 16" EXTENSION �,____ 16" 10" 22" 13" 26" 17" 29" 21 " 35" 24" 38" 27" 9" 10" 12" 13" 14" 17" 16" 21" 19" 24" 21" 27" 6" 8" 8" 10" 10" 13" 11" 16" 12" 20" 12" 24" 10" 12" 13" 16" 16" 20" 18" 24" 22"1 27" 24" 1 30" 10" 21" 12" 29" 14" 36" 16" 41" 18" 48" 20" 54" TOP 10 LBS. 2-0 1/2 _ _ B '• "i '4` . NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer. WATER V A�" Y ESECTION DEWEY BROS. NO. MH--RCR-2001 , m :' ° d: All bearing surfaces to be carried to undisturbed ground. CASTING.,...•_ A -A• . °.' .•., ' ... • _.... r.. •• N.T.S.STANDARD MAN H OLE SECTION X--X PLAN & ELEVATION RING AND COVER BENDS & TEES PLUGS STANDARD THRUSTBUCK N.T.S. FOR WATER MAINS N.T.S. i i SCALE: N.T.S. A MAIMUM POST 1/4" WIRE MESH A FILTERED WATER SE!Q- iQN A —A ROCK DROP INLET PROTECTION DETAIL TYPE "" N.T.S. (ALTERNATIVE 2) NOTE: SEDIMENT CONTROL STONE SHALL BE NO. 5OR NO. 57 STONE. WIRE MESH SHALL BE HARDWARE CLOTH 23 GUAGE MIN AND SHALL HAVE 1/4 INCH MESH OPENINGS. TOP OF WIRE MESH SHALL BE A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR ANY DIVERSION POINT. STEEL POST SHALL BE 5 FOOT IN HEIGHT, BE INSTALLED 1.5 FEET DEEP MIN, AND BE OF THE SELF --FASTENER ANGLE STEEL TYPE. WOOD POST SHALL BE 6 FEET IN HEIGHT, "c* INSTALLED 1.5 FEET DEEP MIN, AND BE NCHES IN DIAMETER. LOST SPACING SHALL BE A MAXIMUM 4 FEET. FT 2t' FT w w 1/2" PER FT 1 4" PER FT 1/4" PER FT 1/2" PER FT Or SCOPES= 3:1 MIN. SLOPES= 3:1 MIN. 2 FT DITCH 3:1 SIDE SLOPE 6" ABC. LOCATION AS SHOWN ON PLANS 3:1 SIDE SLOPE SECONDARY ROAD ROAD !'B$$) tom, snrr rrnarn r , rn r n N.T.S. VARIES 21' _ vy 17' 21' VARIES ' 1/2" PER FT 1/4" PER FT 1 1/4" PER FT 1 1/4" PER FT I 1/4" PER FT SLOPES= 3:1 _ "---- MIN. 6" ABC 6" ABC MAN ENTRANCE . ROAD ROAD A)- N.T.S. STAKES ................... ... L.................I SILT BARRIER 1 STAKE AT •• . • • FENCE EACH CORNER GROUND I .. , , , .I A :•� '. A II I C/ '� BOX ( OPENING �I I U •' ♦y4 SILT BARRIER FENCE SECTION A — A NOTE: FOR CURB INLETS AND DROP INLETS FABRIC DROP INLET__ PROTECTION DETAIL 1/2" PER FT --,- SLOPES= 3:1 MIN. N.T.S. (ALTERNATIVE 'at) 50, 6" MIN. 12' MIN. 2"-s" COARSE AGGREGATE TEMPORARY CONSTRUCTION ENTRANCE EXIT N.T.S. 72' PLAN GENERAL NOTES: 1. MORTAR JOINTS 1/2* +/- 1 /8' THICK 2. ALL CONCRETE TO BE 3600 P.5.1 COMPRESSIVE STRENGTH. 3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY ENGINE£R.(SUBMITT SHOP OWGS) 4. ALL CATCH BASIN OVER 3'-6' IN DEPTH SHAD. BE PROVIDED WITH STEPS 1'-2' ON CENTERS, 5. CONCRETE BRICK MAY BE USED IN UEU OF HARD COMMON CLAY BRICK. 6. JUMBO BRICK WALL BE PERMITTED. 7. FOR 8'-0' IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO 6'-0' FROM TOP OF WALL, AND 8' WALL FOR THE REMAINING W-O". 8. FOR FRAME AND GRATE DETAIL SEE DETAIL BELOW. S. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE INSIDE WALL. GROUTED AND BRUSHED SMOOTH. 10. WEEP HOLE(S) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT SECTION X-'X WEEP HOLE 11. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. 12' 0p"rom gill s �t �ile>•■ PLAN SECTION Y--Y _ I PLAN END ELEVATION,ZSE,CTION J—J WHERE 30" TO 36" PIPE IS USED BRICK CURB INLET 15'! THRU 54" PIPE NOT TO SCALE j op a i e ICI P r � N N L-t f SECTION L—L SECTION M—M B -n,tJ t KAMk HLAN PLAN SECTION J—J FRAME, GRATE, & HOOD ASSEMBLY -3/B 3' RAD. 1 /2. t" 1/16' SLOT FOR 3/4' 3/a• 1/2" BOLT /8" 1 1-1/2 /2. p s/8' SECTION A —A 3-t/s^ '-o t/2" SECTION N—N SECTION P—P SECTION K—K SECTION R—R R • ".r—i • ,/a" SECTION Q-0 F —�C1 L. -_2,- FRAME, GRATE AND HOOD R--w-J FOR USE. ON STANDARD CURB INLET HOOD ELEVATION NOT TO SCALE NOTE: STRUCTURAL STONE SHALL BE CLASS "A" STONE AND SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 STONE TOP OF BERM SHALL BE MINIMUM OF ONE FOOT BELOW THE SHOULDER DIVERSION POINT. STRUCTURAL A TOTAL SEDIMENT TRAP VOLUME OF 1800 CUBIC FEET SEDIMENT CONTROL STONE PER ACRE OF DISTURBED AREA SHALL BE PROVIDED. STONE PLAN STRUCTURAL STONE _ Z 18"- C'4Z 1N ROADWAY DIVERSION o SHOULDER POINT MIN FLOW SEDIMENT CONTROL 7$-6" 18" PIPE MIN STONE MAX STRUCTURAL STONE SECTION A- A N.T.S. ROCK TYPE INLET SEDIMENT TRAP TYPE 1318112 N.T .S. architects BONEY ARCHITECTS, INC. 2528 INDEPENDENCE BLVD SUITE 200 WILMINGTON NC 28412 TEL: 910 790 9901 FAX: 910 790 3111 WWW.BONEYARCH.COM WLMINGTON RALEIGH CHARLOTTE &M wey aRctarw= m �etS44itarrr SEAL +rr e 4 �W .0,oe ems•°`®,♦ FINAL DESIGN FOR BIDDING AND PERMITTING ONLY NOT RELEASED FOR CONSTRUCTION REVISIONS . ul■■■■■' L38 ( C>UU WQN00 ZZZ NUN O3. W Z d U 2 a0,2 ¢� 0 rn U �Z`-•' U0Q Z 60 zZ4 Z5 a 5 a. 0 a 0 E) 061 rn � ANtAlIkk a i a`) a c MIN wa.cn Lil 0 Lij nj ..__I 0 0 L Cf} Z .� -' VJ pCL F_ W < ±< z � Q LLJ LZ F- try Paz U) o �.../ PRINCIPAL- DEO PROJECT MANAGER: MNH DESIGNED BY MNH DRAWN BY MNH CHECKED BY: DED PROJECT NUMBER: 9014&80 CAM SM DETAIMOM SHEET NUMBER: ..er 8.02 SCALE: N.T.S. DATE: 27 AUGUST 1999 DESIGN SETTLED TOP NOTE OVERFILL 6" CONSTRUCT OUTLET USING WELL —GRADED STONES Wiiti A d50 SIZE OF 9 21" MIN. FOR SETTLEMENT INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED,) AND A MAXIMUM VARIES (10' MAX.) STONE SIZE OF 14 INCHES. A 1-17T THICK LAYER OF 1/2 - 3/4 INCH AGGREGATE (N.C. DOT #57 WASHED STONE IS RECOMMEDED) SHOULD BE PLACED ON THE INSIDE 4 FT. MIN. FACE TO REDUCE DRAINAGE FLOW RATE IIIII) i TOP STRAND MIN. #10 GUAGE }-- 5 FT. MIN. �� �a STAY WIRES MIN. 1 1.5 FT .._2:1 SIDE ZE;ERCENCY BY-PASS #12-1/2 GUAGE 1.5 FT. 5 FT. i' 6 BELOW SETTLED MAX. FILL SLOPE MAX. TOP OF DAM 1800 CU FT/ACRE _ -1--1:1 SIDE SLOPE MAX. LINE WIRES MIN. 13 FT. MIN _ NATURAL GROUND #12-1 /2 GU AGE FILTER FABRIC 3:4 SIDESLOPE CROSS SECTION STONE SECTION \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BERM 10 FT \ 1-INCH �` \\ // SEDIMENT TRAP ._ ._ 10 FT NORMAL POOL ELEV NORMAL 'POOL j \ BOTTOM STRAND MIN. #10 GUAGE \\ / N.T.S. --- ____ ____ -- -- ____ // 3:1 SIDESLOPE - \\ �/ 3:1 `'SIDESLOPE STEEL OR WOOD POST \ \// 6:1 SIDESLOPE \ FORE BAY POND BOTTOM FILTER FABRIC FILL SLOPE NOTES: GROUND LINE M N < TY) I C A L POND SEC -- 1ION 1. WIRE SHALL BE A MINIMUM OF 32 IN 1 ,. WIDTH AND SHALL HAVE A MINIMUM OF 6 N LINE WIRES W/12" STAY SPACING I \/r N.T.S. 2. FILTER FABRIC SHALL BE A MINIMUM OF \\ \\ _ � 36 IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE \\ \\ \\ \\\\\\\\ 3. STEEL POST SHALL BE 5' 0" IN HEIGHT 1. t d / \\//\\�/\\//\\//\\� INVERT 20' AND BE OF SELF FASTENER ANGLE o J ////\//\//� ELEVATION TOP 1 STEEL TYPE p o cv UJ \ j \j\\j\\j\\j\\j\\ POND NO. OF SPILLWAY 3 4. WOOD POSTS SHALL BE A MINIMUM OF 6 n IN HEIGHT AND 3 OR MORE IN DIAMETER o \ // \\ \\/\�/�\\/i 1 31.00 class B RIPRAP WIRE FABRIC SHALL BE FASTENED TO WOODEN / \ PO /2N ONGOT LESS THAN #9 WIRE STAPLES /\ 2 27.00 ANCHOR FILTER FABRIC SKIRT 3 27.15 EMERGENCY SPILLWAY N.T.S. TEMPORARY SILT FENCE DETAIL N.T.S. SEEDING MIXTURE RATE (LB/ACRE) COMMON BERMUDAGRASS 40-80 (1-2 LB/1,000 SQ.FT.) SEEDING DATES: APRIL - JULY A A APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER PER ANENT SEEDING - T PLAN VIEW 3 -VARIES WINTER AND EARLY SPRING SUMMER FALL 1 SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) r RYE (GRAIN) 120 GERMAN MILLET 40 RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE) 50 .....� ..,, , r "i ' SEEDING DATES:. APRIL 15 - AUG 15 SEEDING DATES: AUG. 15 -DEC. 30 2.0} OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY LO-LENGTH OF APRON TREVIRA SPUNBOUNp TYPE 5-1115 COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH NOTES: APPLY 2000 LB ACRE GROUND AGRICULTURE LIMESINOWE APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE SEEDING DATES: DEC 1 - APRIL 15 APPLY 750 LB/ACRE 10-10-10 FERTILIZER APPLY 1000 LB/ACRE 10-10-10 FERTILIZER d=DEPTH OF RIPRAP OR APPROVED EQUAL FILTER .FABRIC APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH TEMPORARY DITCH APPLY 2000 LBYSECTION A -A ACRE GROUND AGRICULTURE LIMESTONE N.T.S. APPLY 750 LB ACRE 10-10-10 FERTILIZER TEMPORARY SEEDING RIPRAP OUTLET PROTECTION DETAIL N.T.S. SURFACE AREA SURFACE AREA NORMAL POOL POND DEPTH 1" STORAGE REQUIRED PROVIDED POND NO. ELEVATOIN (FT) ELEVATION (SF) (SF) 1 ZZ-115 6.0 28.50 70,672 96,948 2 25.0 ..o. 5.0 25.80 %%.. 21,266 31,061 3 2 65 O w 26.20 78,482 8�8 INVERT INVERT OUTLET ELEVATION TOP OF BOX ELEVATION ORIFICE CULVERT INSIDE INSIDE POND NO. OF OUTLET BOX ELEVATION OF ORIFICE SIZE SIZE WIDTH LENGTH 1 27.50 28.55 27.50 3 - 3 INCH 3 - 30" RCP 4 FT 14 FT 2 23.00 25.80 25.00 1 - 2 INCH 1 - 24" RCP 4 FT 6 FT 3 23.00 26.20 25.00 1 - 6 INCH 2 - 30" RCP 4 FT 10 FT —EXISTING TREE NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF REINFORCED CONCRETE BOX FOR APPROVAL BEFORE CONSTRUCTING GENERAL NOTES: OUTLET BOX AND CULVERTS 1) ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED W/ STEPS, 1'-2" ON CENTERS. STEPS SHALL IN IN ACCORDANCE WITH STD. 840.66. wh 2 CLASS "B" CONCRETE TO BE USED. 3 ALL MORTAR JOINTS AREA 1 /2" x 1 /8". GALVANIZED BAR GRATING 1" x 1 /8 BEARING BARS. Y 4) FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTC 4 SLAB. I FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 RING x i BARS. 5) BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUIJECT .� i 1 TO TRAFFIC, m. GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF '\ J I 6) JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE Y i , �'' I OUTLET STRUCTURE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. 7) IF REINFORCED CONCRETE SLAB IS SET IN BASE OF SLAB OF BQ"K, ADD TO I X X BASE AS SHOWN ON STANDARD 840.00. FLOOD POOL L I 8) A REINFORCED CONCRETE BOX MAY BE USED IN LIEU OF BRICKS IF BOX MEETS DRIPLINE H2O HIGHWAY LOADING. 9) FOR NAPS LARGER THAN 30', BOTTOM DIMENSIONS OF BOX TO BE A MINIMUM OF I �I 3' MIN. STAKE GALVANIZED BAR GRATING-1" x 1/8" BEARING BARS. IN CHES WIDER THAN THE PIPE SIZE. TOP OF BOX TO BE CC'c;BELEO IN ORDER j HEIGHT ABOVE PROTECTIVE BARRIER —FASTEN WITH J-CLIPS, ATTACH TO A 1 1R4" x 1 1/4° x' 1/4" GALVANIZED ANGLE FRAME. MORTAR FRAME TO TO .', FOR GRATE INLET TO FIT OVER BOX. t I GRADE P OF REINFORCED CONCRETE BOX OUTLET STRUCTURE NCDOT STD. 840.16 FRAME& GRATE. US FOUNOARY MODEL NO. 4616-6221,E 1� OUTLET CONTROL PIPE Y t FLOOD POOL OR APPROVED EQUAL. PLAN w/ coPlNc REMOVED 1t REINFORCED CONCRETE BOX v �• PVC PIPE II _ _ / I-�.,,"� OUTLET CONTROL PIPE CULVERT CULVERT / (` 4 FT �' '_`�� -+ t � 1 � � ,�"•, .�%^ -'w "! •,.•,., l -�i /`t. i y....., lL (r• � { PVC .PIPE �-- NORMAL POOL " 3' - 0" 2' 0" NORMAL POOL IN RT INVERT 8 MIN. 8n 8', _ MIN. 8 �-��. �`-,"._ _ .12 „ o •. 40 4'-4" NOTE: 6:1 SIDE SLOPE `.. . • 6:1 SIDE SLOPE •'.' TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A ;t. .•- r-J , '... �, * _ �.:,., :,. •... •Y*l:Yj �:n•�4.,�t� •: •1...1i•'Li•?•;51: ':i:•.•f:J^<`.:.;}< ;�`1..: �. ..� e.•..5 :� '•• �'•...... :T.<..... - PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. 2 F7 MIN. 2 FT .L MIN. -' �:" ' �: S.:: «,-• :�; » . • .x) ter. . t•. . i•' S •.}• ;'L. ..i°• ,•t n:.. •: a•: '� .tt,•<••lil „7e!,j`.•:�� ,:yt,. •..• . :;i,.+: •; y.•1: ,,t �: t• DRIP LINE — THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO • 1110 THE TIPS OF THE OUTERMOST BRANCHES. 5� � ,1 6 EXTENDED BASE �H, X-X SECTION Y-Y\O " 6" EXTENDED BASE METHOD OF TREE PROTECTION DURING CONSTRUCTION N.T.S. BRICK DROP INLET OUTLET CONTROL DETAIL N.T.S. POND NO. 2 & 3 OUTLET CONTROL DETAIL N.T.S. POND NO. 1 N.T.S. SCALE: N.T.S. architects BONEY ARCHITECTS, INC. 2528 INDEPENDENCE BLVD SUITE 200 WILMINGTON NC 28412 TE: 910 790 9901 FAX: 910 790 3111 WWW.BONEYARCH.COM MWINGTON RALEI GH CHARLOTTE @lm IIOPIEY ARCsit?k'CTs W_ FINAL DESIGN FOR BIDDING AND PERMITTING ONLY NOT RELEASED FOR CONSTRUCTION REVISIONS INI f Iasi 't ' 1111I ilk L� WV"O QUO Lj z mot' ZZ (E cnvC `o UJ � p v <'o Q U 0 V �Z` 0 0 < zoo a) � c E d Gr U < 0 0) �e M3 --U)%- N (1)0 4) Ilkc c > °' v w 0-to LLJ , o..•.Ji LJ _j O 0 Ll.J Z �'-�Z � O7 p W CL 0 H c W < < Z `..., W w V ! LL Z 0 • I•"'"Lj Z 0— CIO0 DESIGNED BY MNH DRAWN BY: MNH CHECKED BY: DED PROJECT NUMBER: 90148.80 CADD FILE: DETAILS.DWG SHEET NUMBER: .r..�_ �.rJ . O )AI- 13 AUGUST 1999