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Home My WebLink AboutSW3170504_APPROVED PLANS_20170710STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SWj��G 7 11�f DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE azQ Z/_o YYYYMMDD 2yI/ SV VICINITY MAP NTS al SEE SHEET C200 FOR CONTINUATION I . . N4-P�IG A44. E14�7-e AMPL I0111�,Il + I lSl IEI II/I III III III I I I ', I llEXISTING MAPLES (7YP) II ASPHALT III PARKING LOT �� ACCF�BIBLE RAMP "A• / 9 SITE NOTES 1. DIMENSIONS AND COORDINATE POINTS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR CORNER OF BUILDING UNLESS OTHERWISE NOTED. 2. ANY DISCREPANCIES FOUND IN THE FIELD SWILL BE CALLED TO THE ATTENTION OF THE DESIGN -BUILDER OR ENGINEER PRIOR TO PROCEEDING WITH WORK. 3. PRIOR TO BEGINNING CONSTRUCTION, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS (BOTH SITE AND BUILDING RELATED) INCLUDING BUT NOT LIMITED TO REGULATORY FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. 4. THE SITE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS. 5. SITE CONTRACTOR SWILL MAINTAIN THE SITE IN A MWNNER SO THAT WORKMEN AND THE PUBLIC SHALL BE PROTECTED FROM INJURY. S. S16W TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 7. USE CAUTION WHEN REPRODUCING COPIES OF THE CONSTRUCTION DRAWINGS. COPIES ARE SUBJECT TO DISTORTION AND INACCURACY IN THE SCALE OF DRAWINGS. VERIFY ANY DISCREPANCIES WITH SITE SOLUTIONS. 8. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION AS AMENDED. 8. ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. SITE CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. 11. SITE CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN SMOOTHLY TO PROPOSED PAVBAENT AT DRIVEWAY ENTRANCES. 12. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. 13. THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH AN ELECTRONIC FILE OF THESE DRAWINGS UPON REQUEST. 14. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. 15. STOP BEFORE YOU DIG. CALL 811. WS THE UAW. 16. HEAVY DUTY PAVEMENT SHOWN ON THIS PLAN IS CAPABLE OF SUPPORTING AN 80,000 LB FIRE TRUCK. 17. ALL ROAD IMPROVBENTS AT BRISTOL DRIVE TO BE COORDINATED WITH NCDOT PRIOR TO CONSTRUCTION. IREDELL COUNTY OB 1173 PG 253 DS IG82 PG 1549 P837 PG 87 Ir New MA MMM IREDELL S � fps � ■ 3� p�. �� 2n . x t �e � �,H m , M WN I .ka is '' set.' , , it �oI N I 1 I 1 EX/ST/NC WOODED AREA TO 1 � 1 REMAIN 1 ' D I PlN.47245716 STALE OF NORTH CAROL/NA .?? 1062 PG 1527 1 CU-6 8-5) LACONEV: ,o DONA L/SBETH WILLIAMS D8 2240 PG 2094 I (ZONED: R-20) I 11 � I 1 1 1 , I ' LEGEND I EXISTING SIGN I , T PROPOSED SIGN 1 OF EXISTING IRON PIN I 0 EXISTING LIGHT POLE cc)_� EXISTING UTILITY POLE 1 R/W RIGHT-OF-WAY 1 He ACCESSIBLE SPACE ' EXISTING TREE TO REMAIN I zyX EXISTING FIRE HYDRANT 1 �J / OF PARKING SPACES CENTERUNE - - - - - - EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER -- PROPERTY LINE —x—x—x— EXISTING FENCE — — • • PROPOSED FENCE off/U- EXISTING OVERHEAD UTILITY LINE PROPOSED STANDARD DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VEHICULAR CONCRETE PAVEMENT PROPOSED GRAVEL PAVEMENT ® ACCESSIBLE RAMP 0 RF off/u OH/U= Z O 2n I • 4 GUTTER (TYP, C50 (EACH SIDE OF DRIVWA CSC cy• I OH/U U r -OH/U — OH/ 33 R 12' PAVEA/OVr (TYP.) IVY°I 7 \ s:urw=kvI e vrwirI I SIGN (ZONED: R-20) RESIDEN744L 7.5' L POWER HOOK-UPS (SEE ELECT. DWGSJ I� rnhir 4' WHITE PAINTED STRIPE 13AERGENCY VEHICLES ONLY 4" WHITE PAINTED STRIPE DIRECTIONAL SIGN (SEE ARCH. SITE PLAN) 3p R 280'R 31 ■-■VAN ..�Irmed � .. 0 �� '�■r�. HC a} ■��■■IVISITOR — ,§ �— ■'■■■W■��II ■ •, O I'iY ■ 0 FLA�G -. LF ®'41 • m I' 2 COUNTY PUBLIC SAFETY CENTER 400 Bristol Drive Statesville, NC SITE PLAN REVIEW STAFF AND SITE PLAN PUBLIC DRIVEWAY WHO PLANTED STRIPE ENLARGEMENT P ENTRY SIGN (SEE ARCH. SITE PLAN) 15' 15' SEE SHEET C200 DATE 4.12.2017 9 FOR SIDEWALK PROJECT NO 16029 Y) C50 CONTINUATION 25' FRONT SETBACK — REVISIONS NO DATE DESCRIPTION: WN OH/ u--0rni/u off/U off/u off/U EX COP 2'X23' WHITE PAINTED STOP BAR — — STOP SIGN (R1-1) EX EOP T 'R off oH/ 0 U --off/U---off/u off/u off/u off/U--off/u off/u 2'X20' WHITE f _— PAINTED STOP BAR _ _ STOP SIGN (R1-1) i05 BRISTOL DRIVE -SR 1358 THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND Wp (NO RECORDED R/W FOUND) SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR INPART. IT — — — — — — — — — — — SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA (ZONED: R-20) `� ® penereram°p° °h RES/DENT/AC �Y Cj },, �•( v '' tR € SEAL 15471 �� Vd1CR %�S�'FNGIN[EP.�r�o;,o.''. • SEAL +•,yC i.S`M F:��••• NORTH Know what's below. 30 0 15 30 e0 Call before you dig. SCALE: 1"=30' SHEET NUMBER C201 GRADING AND DRAINAGE NOTES 7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 13. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. 1. FART1iWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IB NOT ASSUMED TO SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRASS ONLY IN DISTURBED/GRADED �N REPRESENT A BALANCED CUT/FILL CONDITION. 8. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION AREAS ,l 2. CONTRACTOR SWILL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK NECESSARY DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE 14. BRUSH, VINES AND SMALL TREES (<8 IN. DIM, OR A8 SMALL AS 2 IN. CALIPER) MAY BE HAND FP TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED. COMPLETED UNDER THIS CONTRACT. CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LJMBED UP 6 G • 3, ROOF LEADERS SHALL BE 9DR 35 PVC MINIMUM COVER SHALL BE 18 , MINIMUM SLOPE SHALL 9. PIPE LENG1119 SHOWN ARE THE ENGINEERS ESTIMATE USED TO COMPUTE PIPE SLOPES AND FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY. p� BE 1%. PROVIDE CLEMNOUTB AT ALL CONNECTIONS WITH BUILDING DRAIN AND WHERE INDICATED. INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL 15. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL ASAP PROPOSED STORM SEWER PIPE SCHEDULE Q- ,, B REFER TO PLUMBING PLANS FOR THE EXACT LOCATION OF ROOF DRAINS AT THE BUILDING. QUANTITY OF PIPE REQUIRED. TO MINIMIZE EXPOSURE TO THE AIR _ 4.NTRA67OR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN 10. CROSS SLOPE OF SIDEWALKS SHALL BE 1/4•/FT. (MAX). AND 16. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE SITE ROOF DRAIN PIPE AND THE PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL BE MADE BY THE SITE 11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1 UTILITY CONTRACTOR. 5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN a r„ ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION 12. NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING SITE o PRIOR TO PROCEEDING. OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE 17. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS. a _J BARRICADES MIDST BE INSTALLED BEFORE ANY DEMOLI110N, GRADING OR CONSTRUCTION BEGINS, O 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING 18. IN ORDER TO ENSURE ADEQUATE DRAINAGE FLOW LINES IN GUTTERS SHALL BE 0.50% MINIMUM. WORK, BOTH PUBLIC AND PRIVATE. CONTM70R IS FULLY RESPONSIBLE FOR ALL UNDERGROUND AND NOT REMOVED UNTIL FINAL INSPECTION, CITY OF STATESVILLE A i/j„ m UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT. Cb VICINITY MAP C504 \ a °� I - ' �°° ' hy, / /- r� "� �' NTS F S \ M044o531� r \ -.1-/i l 7e4.85' �j FOI�Ar� 10' REAR SETBACf{Tj ^L B=TYPE ABUFFER ZL- 6/ FES 34 93 / 938 937 / 940 ] J / ' EX/ TING WOOD& - \ I gam, 940.50 940.30 I / Jf / AREA TO REMA/N / / ✓ / 934 93� _ , . �;1 �✓ / '' i ' . ` f o/ of f/f J jf gy0 / JcF 9,57 \ n \ji:t'.'g'Iji•2+Ji:4. 95 EX/SZ/NG-W000DEO AREA TO I o W Cy+ ;,i,' >+ r ., FOREBAY -942 REMAIN \ SANDI r-i 4`a'VeI }r7 / / 0' J J f ' F 5 I s` t"+� N FES 31 ✓ FES 3 % / �1 / f� f /" sgLi �� > /f / t 6/ CBA 3 82' STAND-OFF DI5TANGE (TYP / f DI 3 936 yb° r / J i f / 1 j t %� EXISTING BORING 945.12 J EXISTING WOODED AR TO REMA/N f / j (APPROXIMATE LOCATION, J j / f sA2 939.20. // / ✓ %� f I ✓ 84,3 / ! / / % j l / j CI / % I / / ✓ / I o1� / j ! f l J� j� ] \ v , l 942.15 945.50 945 942.71 \ \ ® \ 941 942.15 GENERATOR 942.50 I D14 \ \ uQ 942.58 ERAT R �r/ SAFF AR GEN NG s I � > lL � (58 SPACES) �, ° 942.65 \ \ 942.35 I I U _ ®�10 �r € 942.165 r 942.65 942.65 LET j I 942.65 f I h 1 I ] i \ 943 9 MH 1 1 PROPO AO� Ei15EM j--942. 4 *ys y ;/ �\ QAr: nn �d / j I PI ... / I \ / / 1 PERM. DIVERSION t l UPSTREAM STRUCTURE UPSTREAM RIM ELEV. UPSTREAM INVERT DOWNSTREAM INVERT PIPE OUT MH 1 941.20 935.65 934.50 51 LF, 15" RCP O 2.25X CI 2 940.30 935.93 935.90 6 LF, 12" PVC O 0.50X DI 3 942.80 936.98 935.65 268 LF, 15" RCP O 0.50X DI 4 942.80 937.42 936.98 87 LF, 15" RCP O 0.50% DI 5 942.80 937.84 937.42 85 LF, 15" RCP O 0.5OX DI 6 943.80 938.12 937.84 55 LF, 15" RCP O 0.50X DI 7 943.70 938.39 938.12 55 LF, 15" RCP O 0.50X DI 8 944.70 938.68 938.39 58 LF, 15" RCP O 0.50X DI 9 942.90 939.00 938.68 64 LF, 12" PVC O 0.50% AI 10 942.90 939.06 938.68 77 LF 12" PVC O 0.50% AI 11 944.70 939.28 939.06 45 LF, 12" PVC O 0.5OX CI 12 939.00 934.56 934.20 24 LF, 18" RCP O 1.50% MH 13 942.10 936.00 934.56 127 LF, 18" RCP O 1.10% Cl 14 942.90 936.52 936.00 35 LF, 18" RCP O 1.50% CI 15 943.00 937.67 936.52 77 LF, 18" RCP O 1.50% CI 16 943.00 938.68 937.67 67 LF, 18" RCP O 1.50X DI 17 943.80 939.28 938.68 40 LF, 18" RCP O 1.50% DI 18 944.80 940.03 939.28 50 LF, 18" RCP O 1.50X MH 19 944.90 939.73 939.28 45 LF, 18" RCP O 1.00X Cl 20 942.50 936.65 936.00 131 LF, 18" RCP O 0.50% CI 21 943.40 937.35 936.65 140 LF, 18" RCP O 0.50% DI 22 942.50 937.48 937.35 27 LF, 18" RCP O 0.50% CI 23 942.50 937.97 937.48 98 LF, 18" RCP O 0.50X DI 24 942.00 938.40 938.22 35 LF, 15" RCP O 0.50X DI 25 942.00 938.74 938.40 68 LF, 15" RCP O 0.5OX Cl 26 940.60 936.88 936.25 127 LF, 15- RCP O 0.5OX Cl 27 940.60 937.46 936.88 116 LF, 15" RCP O 0.50X MH 28 946.10 943.03 943.00 6 LF, 15" RCP O 0.50X DI 29 949.10 946.03 943.84 439 LF, 15" PVC O 0.5OX FES 30 943.90 943.80 934.50 50 LF, 15" PVC O 0.207. OS 1 SEE DETAIL 929.83 929.70 42 LF, 30" RCP O O.X FES 31 - 934.20 - - FES 32 - 929.70 - - FES 33 - 943.00 - - FES 34 942.80 - FES 35 - 943.00 942.80 1 51 LF, 12" PVC O 2.5OX MH 36 947.35 943.84 943.03 161 LF, 12" PVC O 0.5X FES 37 - 944.19 - 70 LF, 15" PVC O 0.5X LEGEND D(ISTING SIGN EIP EXISTING IRON PIN trr EXISTING LIGHT POLE cic�) EXISTING UTILITY POLE R/W RIGHT-OF-WAY fH'bC� ACCESSIBLE SPACE ? 1 EXISTING TREE TO REMAIN EXISTING FIRE HYDRANT ®"" EXISTING WATER VALVE ®wm EXISTING WATER METER OS EXISTING SEWER MANHOLE OO EXISTING STORM MANHOLE • MH I PROPOSED STORM MANHOLE Do FES I PROPOSED FLARED END SECTION EXISTING DRAINAGE STRUCTURE Ell PROPOSED DRAINAGE STRUCTURE +XXX.X EXISTING SPOT ELEVATION XXX.XX PROPOSED SPOT ELEVATION o ° EXISTING CLEANOUT - - - - EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROPERTY LINE -x-x-x- EXISTING FENCE UGE EXISTING UNDERGROUND ELECTRIC UNE OH/U EXISTING OVERHEAD UTILITY LINE T EXISTING UNDERGROUND TELEPHONE UNE - FO/C EXISTING FIBER OPTIC LINE -SS EXISTING SANITARY SEWER LINE W EXISTING WATER LINE G EXISTING GAS UNE - XXX - - EXISTING CONTOUR LINE -XXX PROPOSED CONTOUR LINE Ft TEMPORARY TREE PROTECTION BARRICADE = EXISTING STORM DRAINAGE PIPE PROPOSED STORM DRAINAGE PIPE - RD PROPOSED ROOF DRAIN PIPE EXISTING TREE LINE ®cv EXISTING GAS VALVE ®cM EXISTING GAS METER NORTH 30 0 15 30 80 SCALE: 1 " =30' a w; environmentslife architecture planning interiors 101 west Worthington avenue, suite 270 charlotte, north carolina 28203 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 benesch Alfred Benesch & Company 2320 West Morehead Street Charlotte, NC 28208 www.benesch.com P 704.521.9880 Corp. NC License: F-1320 Project #17.000142 New Facility For IREDELL COUNTY PUBLIC SAFETY CENTER 400 Bristol Drive Statesville, NC SITE PLAN REVIEW GRADING/ DRAINAGE PLAN ENLARGEMENT DATE 4.12.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA. i SEAT, r 15471 GI N V, ,t SEAL °�1j'°eeopeoteyc�l SHEET NUMBER C303 Y:\chadotte\17000100S\17000142.00 Iredell SafeTy_CompNEng Docs\Drawings\17000142.00-CD\17000142 GRADING.dwg, C303 GRADING PLAN ENLARGEMENT, 4/12/2017 1:22:58 PM VICINITY MAP TUTS ............ \9 a EXISTING WOODED AREA TO REAfA/N sA 0) ti \1 I 0 \\ A � 4 o , p 1 \ 1 � \ PRIVATE SANITARY SEWER MAIN (SEE SHEET C402 FOR PLAN 4 PROFLE) \ \ MINT $ 1PROPOSED 60' F� �i....,. � g42 0 . �2b — 0 r H)3 IH 4 O 1 F s4a 946941 11 s o � 1 FOUND s X � I r a f P/N.•4724571621 e^ "'� lie g STATE OF NORTH CAROC/NA m "` DB 1062 PG 1527 (ZONED: CU-6 8-5) VACANT /4/1 ND N04'f0532� \ �I j 784.85' % ! $ 1 i s a w_ ra �" a 'n` —w n"� .� a ..• 10' REAR SETBACK a' r ~'`�...'�,—,a., i '' F S 34 � �/ �1'� f qh9 0 PROPOSED SANITARY SEWER SCHEDULE STRUCTURE RIM ELEV. INVERT IN INVERT OUT OUTLET PIPE CO 1 - - 941.50 60 LF, 4" PVC 01.72% CO 2 - - 941.50 100 LF, 4" PVC 01.04% CO 3 - - 941.50 77 LF, 4" PVC 08.99% CO 4 - - 935.21 53 LF, 6" PVC 01.20X CO 5 - - 934.65 66 LF, 6" PVC 01.20% CO 6 - - 941.50 72 LF, 4" PVC 012.28% Sal, , UTILITY NOTES / i j J EXISTING WOOD�D� 1. UTILITY CONSTRUCTION SFWl BE IN ACCORGWdCE WITH ALL APPLICABLE LOCH. AND STATE / # I / ! J / / AREA TO REMAIN CODE REQUIREMENTS. ✓ r / ! z / CONTRACTOR SWILL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL DOSTING / 2. UNDERGROUND f / � / / 9y� � ✓µ �- UTILITIES (STORM DRAINAGE, ELECTRIC, GAB, TELEPHONE, EroJ PRIOR TO FUTURE PRIVATE SEWER f f / fy J p / I- CONSTRUCTION. INFORMATION SHOWN ON THIS PLAN IS FOR REFERENCE ONLY AND SWILL BE �,�`,;.��: , • � J ,, �, � r MAIN TO FUTURE / J / 9y / (i-�" ,---� " "'" 957 �•- �` FIELD VERIFIED BY THE CONTRACTOR. DEVELOPMENT (NIC) - > / / 1 / J 95 n... / i / 942 / / 3 REPMICIES N yr A, � � �, �' f. �` / / t � 1 1 t THE CONTRACTOR BFWl NOTIFY THE ARCHITECT/BrANEER IMMEDIATELY IF ANY DISC jJ J F f 35^ , ✓ j ✓ r BETWEEN THE CONSTRUCTION PLANS AND ACTUAL RELD CONDITIONS ARE FOUND. FS3I FES3 t > pp ! 1 t r _ . / MH SS ) f 4. MINIMUM COVER FOR ALL SANITARY SEWER MAINS SHILL BE 3 0 . DUCTILE IRON PIPE WILL 62' STAND-OFF %- 1 J / 1 / t % J f %� BE SUBSTITUTED WHEN MINIMUM COVER CAN NOT BE MAINTAINED. J DI3 DISTANCE (TYP J ! / / 5. THE STANDARD DEPTH OF COVER FOR WATER MAINS SWILL BE 3 -0" MIN. EXCEPT AT VALVE OR HYDRANT LOCATIONS, OR OTHER SPECIAL CONDITIONS. EXISTING WOOLED f I / ARfr4 TO REM41IN P J / / 8. THE CONNECTION TO EXISTING WATER AMINE SHALL BE PERFORMED ONLY AFTER ALL _CI 2 / / / J / / ---- / - /I / (� ' i I PRESSURE TESTING AND AUTHORITY n HAS APPROVED CONNECTIOON ARE N. THE SHALL AVOICOMPLETED AND THE D AL REVIEW S43 DISRUPTION of EXISTING SERVICE. 7. REFER TO PLUMBING DRAWING SERIES FOR THE LOCATION OF WATER AND SANITARY SEWER / I // / / // I �q ' / 0y J/j f / ] SERVICE CONNECTIONS AT THE BUILDING. Z / 10 / l / Iio / f ( \ 8. THE PI OTHPE ERWISE NOTED, ED YTHE FwM PLUMBING CONTRACTOR SHALL BE MCAL CONNECTION BETWEEN ADE SITE ETHE S�ITEUTILITY LIIV� AND CO 4 S I J ✓ / I d/ /1 / // f 1 �l j /l CONTRACTOR. 1 9. PIPE LENGTHS SHOWN ON PLAN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE J ( 945 ! I j J ! / P I SLOPES AND INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED. 10. IF WATER LINE CROWED OVER SANMARY SEWER WITH LEW THAN 18 INCHES VERTICAL ( , CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON 10' EACH SIDE. IF WATER CROSSES UNDER GENERATOR /OAyy a}9 / j lj { THE SEWER REGARDLESS OF CLEARANCE, BOTH FIFES SHALL BE DUCTTL.E IRON 10' EACH / c, = j I'SP 9 / j I I SIDE. IF WATER LINE RUNS PARALLEL TO SEWER LINE WITH LESS THAN 18" VERTICAL S N�F AR NG r / _`> O ! i / 1 i J 1 i I f GENERAT R � i 1` CLEARANCE AND LEGS THAN 10 SIDE CLEARANCE BOTH PIPS SWILL BE DUCTILE IRON. 2 ` r (58 SPACES) C S PROPOSED Ca46 METER ] °� % (/ I ( \ 9�s ' J JC 3 BY CV18 COMPANY rclqI 1 11. IF REQUIRED BY NUMBER 10 ABOVE, REPLACE EXISTING SEWER WITH DUCTILE IRON PIPE, C503 MANHOLE(TYP.) / a °, / j j 1 CLAW 350 WORKING PRESSURE WITH CABKETED JOINTS, 10' EACH SIDE OF WATER AWN. � I ` �, •.. g AC 1 120 1 A o yyl�irl O } LuIA OL V I Ch NCL j XX EXISTING WOODED AREA TO _ 1 REMAIN +- I� 03 ' D ' P/N.,4724571621 G t7 STATE OF NORTH CAROL/NA DB 1062 PG 1527' 1 (ZONED- CU-6 B-5) 1 VACANT o RECOMMENDED ALIGNMENT OF L/SBEIH WILLIAMS' PROP. GAS MAIN TO BE t, \ 40 PG 2094 CONSTRUCTED BY THE C-AS CO. D: R-20J IM P-" % - --- . FUTURE v FUTURE 3 PVC (SCH 40) PVC O� 1 DOMESTIC WATER LINE ° EXPANSION — + - - PARKING - - - - - 8 GATE VALVE 1 I-1 -� - - - - - - - "" - " 1 c� -ti F I 9 _. w-- -` 1 F- -� DI22 /-? 9' Pvc (c9oo) s43 4-11- 946- 1 ' \A 1 \ --943 ✓ 1 DI24 .._...�..,.- ..y.. fT- �.L.....1--�— I 1 1 w v� --945 '` ti 1� �_ _.�_ ._ s ,_ _„947- � 5 ._. _ DI 29 ClOI 23 — 0503 BLACK (T1 P.) _ - I_ J I J? kyl 1 B" PVC (C900) y 946' / FIRE LINE �i 944 7�9�s I �� I z r- I JJ .,,13N�sLi1T(TOP (TOPSOIL/ SOIL) f 4 � /� 1 {i 943, 950 gEpUCEp pgESSUgE'BACKFL0W PREVENTION 7 11 80 DoLlot-rf rHECK VALVE ASSEMBLY INSTALLED ABOVE GROUND ASSL3v115OVE LY INSTALLED ABGROUND WITHIN A C503 C503 � � WITHIN A HEATED, INSULATED ENCLOSURE PER CITY OF "---9 HEATED, INSULATED ENCLOSURE PER CITY OF 9R I STATESVILLE PUBLIC WORKS REQ, ENCLOSURE TO HAVE DRAIN _ \BERM (TOPSOIL/ ✓ ( h ) STATESVILLE PUBLIC WORKS REQ. ENCLOSURE TO 6� - PORTS FOR DISCHARGE WATER PER CITY OF STATES l i r PUBLIC H 3 UNSUITABLE 601L) HAVE DRAIN PORTS FOR DISCHARGE WATER PER —WORKS WATER REQ. INSTALL TAMPER SWITCHES ON 094Y VALVES, NN/ WI CITY OF STATESVILLE PUBLIC WORKS REQ. HEATER HEATER SHALL BE UL LISTED, THERMOSTATICALLY CONTROLLED 9 9t t - SHALL BE UL LISTED, THERMOSTATICALLY 1000 WATT, 120 VOLT, 60 HZ. BERM (TOPSOIL/ / 950 I I CONTROLLED 1000 WATT, 120 VOLT, 80 HZ. 1 l — — — — — _UNSUITABLE SOIL) — — /_ — — — — — 5 FRONT SETBACK — — — —J 3" DOMESTIC WATER METER SET \ 1 _ BY CITY IN WATER METER BOX 21I-` PROVIDED AND INSTALLED BY ; 9 T I 945 \ \ \ 1 \ \ LICENSED UTILITY CONTRACTOR I r I \ _ \ �OH/u off/0 o®VJV /u �u y O 0 off/U /PED 0 \ off/U off/U e''OH off/U off/U off/ 83i off ll ':1 OH \ \ H/ off/U off/U off/U off/U OH/ off/u off/U "BH_/U off/u oN/u off/u ��A/U.,� Oy O }`SOH/�- w vt w3�FE w� aav--a _ Y-w w w-- w w w— w-" r r w r r r ) l b^= ..6 ..947•'""' „d„- w w w W EX £aP� T., —�-��p wN _ —r w W W W �OQ INV-941.3�� C 946--- -- -_ — g44�l SO41 M £'PIN A ENT — --"` —.944 \ EX. EDP --�®, ..._....._ _... _946- '9q7 l ham- 8.,. 9A'9 G G G G G G G G G G G G G G G G 1 G G �jT 6 W 7HA/--REW FOUND EAST , Gj Wp� C500 BY LICENSED UTILITY CONTRACTOR k� BRISTOL DRIVE -SR 1358 II } 4i O I W �I O , INV-942.4 SIDE'ELA F MI 70L DRIVE N. (NO RECORDED R/W FOUND) •747571.22 \ 6 3"x12' TAPPING 9LEEVE i VALVE I _ - E.-142651J..B6 C500 BY LICENSED UTILITY CONTRACTOR _ - _ - - - I Know what's b@IOW. Call before you dig. LEGEND EXISTING SIGN OF EXISTING IRON PIN 0 EXISTING LIGHT POLE + PROPOSED LIGHT POLE CICL� EXISTING UTILITY POLE R/W RIGHT-OF-WAY EXISTING FIRE HYDRANT t� PROPOSED FIRE HYDRANT Y PROPOSED FIRE DEPT. CONNECTION 0" EXISTING WATER VALVE ►1 PROPOSED WATER VALVE N PROPOSED CHECK VALVE ® PROPOSED POST INDICATOR VALVE owm EXISTING WATER METER ■ PROPOSED WATER METER NP PROPOSED BACKFLOW PREVENTER OS EXISTING SEWER MANHOLE • SSMH I PROPOSED SEWER MANHOLE 0 o EXISTING CLEANOUT PROPOSED CLEANOUT ❑ DI [ EXISTING DRAINAGE STRUCTURE W PROPOSED DRAINAGE STRUCTURE ®GV EXISTING GAS VALVE ®GM EXISTING GAS METER - - - - EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROPERTY LINE —x—x— EXISTING FENCE UGE EXISTING UNDERGROUND ELECTRIC LINE OH/u EXISTING OVERHEAD ELECTRIC LINE T EXISTING UNDERGROUND TELEPHONE LINE 55 EXISTING SANITARY SEWER LINE SS— PROPOSED SANITARY SEWER LINE w EXISTING WATER LINE DW— PROPOSED DOMESTIC WATER LINE F PROPOSED FIRE WATER LINE - XXX - - EXISTING CONTOUR LINE XXX— PROPOSED CONTOUR LINE _ _ = EXISTING STORM DRAINAGE PIPE PROPOSED STORM DRAINAGE PIPE G EXISTING GAS LINE G PROPOSED GAS LINE �D EXISTING STORM MANHOLE MH 1 PROPOSED STORM MANHOLE NORTH 30 0 15 30 SO SCALE: 1"=30' a w, environments life architecture planning interiors 101 west Worthington avenue, suite 270 charlotte, north carolina 28203 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 benesch Ni, Alfred Benesch & Company 2320 West Morehead Street Charlotte, NC 28208 www.benesch.com P 704.521.9880 Corp. NC License: F-1320 project 1117,000142 New Facility For IREDELL COUNTY PUBLIC SAFETY CENTER 400 Bristol Drive Statesville, NC SITE PLAN REVIEW UTILITY PLAN ENLARGEMENT DATE 4.12.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA Jr SEAL, � 15471 , 1, SEAL SHEET NUMBER C401 Y:\charlotte\17000100S\17000142.00Jredell Safety_Compl\Eng Doa\Drawings\17000142.00-CD\17000142 VTI11rY.dwg, C401 UTILITY PLAN ENLARGEMENT, 4/12/2017 1:27:47 PM SODDED FINISH GRADE, SEE GRADING PLAN 2% SODDED 3" LAYER OF RIVER JACKS. INDIVIDUAL STONES SHALL BE (1-2" DIA. IN LARGEST DIMENSION.) PROVIDE GRADATION OF STONES SUCH THAT FILTER FABRIC IS COMPLETELY COVERED AND NOT VISIBLE FROM THE SURFACE + + + + + � + + + + + GRADE SUBGRADE OF SAND FILTER AT 2% TO SUBDRAIN, (TYP.) SCARIFY SUBGRADE SOIL FOR INFILTRATION PRIOR TO PLACING FILTER MEDIA. DO NOT COMPACT TOP OF SUBGRADE AFTER SCARIFYING Sand Filter Detail for Pond # I 4" PVC CLEANOUT SET 6" ABOVE SURROUNDING GRADE, (SEE PLAN FOR LOCATIONS, TYP.) 18" (MIN.) CLEANED WASHED "CONCRETE" SAND ASTM C-33 2% I-1 SODDED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (TYP.)++++ ++++++++++++++ +++8' + + + + + + + +%+++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + . + + + + + + — + + + + + + + + + + + + + + + + . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 11 + . . . . + + + + . + . + — + rr. +�-�. r�+�-r� + + ..-_- r—+ SAND FILTER NOTES 1. EXCAVATE THE SAND FILTER TO THE DESIGN DIMENSIONS, AFTER SEDIMENT BASIN IS NO LONGER REQUIRED. 2. UNDERDRAIN SYSTEMS SHALL BE SCHEDULE 40 PVC (PERFORATED AND NON -PERFORATED) PIPE MATERIAL. 3. GRAVEL COVER OVER THE UNDERDRAIN SHALL BE AT LEAST 6" IN DEPTH. 4. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THAN 1/2 TO 1 1/2 INCHES IN DIAMETER (BLUE STONE, DOUBLE WASHED, #57). DEPTH OF GRAVEL SHALL NOT EXCEED 12 INCHES. O 50006 - 5. FILTER FABRIC MUST MEET A MINIMUM PERMEABILITY RATE OF 75 GALLONS/MINUTE/SQUARE FOOT AND SHALL -1-- NOT IMPEDE THE INFILTRATION RATE OF THE SOIL MEDIUM. NON -WOVEN FABRIC IS PREFERRED OVER WOVEN _ - AND INSTALLATION REQUIRES AT LEAST 1 FOOT OVERLAP AT THE ENDS AND STAKING IN PLACE DURING =1I- I CONSTRUCTION AT THE TURNED SURFACES. I 6. DRAINAGE AREA TO SAND FILTER TO BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE INSTALLED. COMPACTED SUBGRADE 7. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE DESIGN TEAM AT LEAST 48 HOURS PRIOR TO 95% STD. PROCTOR STARTING CONSTRUCTION ON ANY BMPS. ASTM D 698 8. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERMS >/= 5FT IN HEIGHT FROM THE NATURAL GRADE. NON -WOVEN FILTER FABRIC SOIL COMPACTION MUST BE AT LEAST 95% PROCTOR AND CERTIFIED BY A LICENSED SOIL ENGINEER. (MIRAFI 140N OR APPROVED 9. SAND FILTER IS A MINIMUM OF 100' FROM ANY WATER SUPPLY WELL. EQUAL) OVERLAP SEAM 12" MIN. 10. THE SEASONAL HIGH WATER TABLE IS A MINIMUM OF 2' BELOW THE SAND FILTER. 12. BOTTOM OF BMP AND SLOPES DRAINING TOWARD THE SAND FILTER SHALL BE SODDED. UNDERDRAINS, 6" PVC PERFORATED UNDERDRAIN, SEE GRADING PLAN AND PLAN VIEW OF SAND FILTER FOR NUMBER OF UNDERDRAINS REQUIRED. SAND FILTER SECTION WRAP UNDERDRAIN IN FILTERSOCK N.T.S. THIS SIDE FACES SAND FILTER 935.700 933.3� 933.00 CLEANOUT TO BE SET AT EDGE OF SAND FILTER CLEANED WASHED "CONCRETE" SAND ASTM C-33 CLEANOUT 3" LAYER OF RIVER JACKS (1-2" IN. DIA.) M z 7+' Oo 0 FRONT SIDE ONLY WEIR SECTION N.T.S. 1.11 1 I.I.,I t . II _I Yn nn 6" PERFORATED PVC PIPE ® 0% SLOPE 6" SOLID PVC SAND FILTER TO STRUCTURE INV.=930.00 6'-3" SQUARE 8" 8" SECTION A -A N.T.S. 8' MIN. TOP OF BERM ELEV.=937.0 COMPACTED SUBGRADE 95% STD. PROCTOR ASTM D 698 RECESSED GALVANIZED STEEL GRATE WITH 4" SQ. MAXIMUM OPENINGS WITH 24" SO. HINGED ACCESS OPENINGS CENTERED OVER STEPS. 6.25'x6.25' MASONRY STRUCTURE, 8" THICK SOLID MASONRY WALL(FILL CELLS). OPTIONAL PRE -CAST STRUCTURE IS ALLOWED WITH SUBMITTAL OF SEALED SHOP DRAWINGS 52 LF-30" RCP 00.25%. DISCHARGE PIPE INV. OUT=929.83 8" THICK CONC. SLAB SUITABLE STRUCTURAL SOIL COMPACTED TO 95% STANDARD PROCTOR; STRUCTURAL FILL 12" LAYER OF SHALL BE APPROVED, PLACED AND #57 STONE FINISH GRADE COMPACTED UNDER THE DIRECT 2' SUPERVISION OF A GEOTECHNICAL ENGINEER \ \ 3 3 r \ fl w \\/ UPSTREAM 1 ° o 1 DOWNSTREAM 9' 00 FES 32 930 — 6 CLASS "1" RIP RAP COMPACTED SUBGRADE 1 SEED AREA 1 ' \ STRUCTURE 50 \ 933 $ s EXISTING GRADE, REMOVE 95% STD. PROCTOR NON -WOVEN ! 934 2 POND B RM K ROOT MATERIAL AND ASTM D 698 FILTER FABRIC 1 ` \ LIMITS OF SOD 935 50 (THICK LINE SEED AREA SECTION ORGANIC MATERIAL SECTION N.T.S. N.T.S. 9�s� 1 \ .93L 937 2 T ical Pond Berm Ke 3 Foreba Berm yp y 936 AC ~ \ 935 / ✓ 934 \ 933 t J , SEED AREA SEE PLAN FOR PIPE DIA. (TYP.) 1 \ I LIMITS OF SAND ✓` J OUTSIDE PIPE DIA. +3' i %;'s; :'••:, 50 COLLAR r 1' MIN. 1 FILTER 1.5' 1.5' I I � ".` -W- • .. .:.: ; ., ..' FOREBAY I \>i.,y, ' ; SOD AREA CLASS B \� CONCRETE on W ro i i ry .•; `. FES 31 / 0 ~' /FES 3 / I =___ ====�1 � 1 �, \ � ;''�� :��' •_-•::��~-,-' 6 r C9 — — — — ---- 35' 1-I \ 1=1 111=1I 1 I- A 6 936 / d 9� / ✓ �FIF TRENCH 11 SOD AREA g� o -k-I 11- 1 11-1 � BOTTOM LIMITS OF SOD � g�6 112 r 1 A2 FRONT VIEW SIDE VIEW ✓ r EXTEND CONCRETE 12" MINIMUM INTO 9�,9, 1 g 6 / LIMITS OF 50D f CONTRACTOR TO PROVIDE IRRIGATION FOR s UNDISTURBED TRENCH BOTTOM. BEDDING \ q4 646 r i MATERIAL SHALL NOT BE INSTALLED WHERE ALL SODDED AREAS AND OPERATE THE ANTI-SEEP COLLAR IS LOCATED. 1 SYS UNTIL THE SOD IS ESTAIDUSHED 1 � 1 �G,6 \` � — NOTES: 1. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL. \ 2. CONTRACTOR SHALL PROVIDE SUITABLE FORMING (TO BE REMOVED) TO CONTAIN ° / CI 2/ CONCRETE FOR PROPER SHAPE AND DIMENSIONS. \ 3. PLACE ANTI -SEEP COLLARS AT LOCATIONS AND SPACING SHOWN ON SAND FILTER DRY DETENTION DETAILS. Anti -Seep Collar \ A 1 1h \ ' \ SEED AREA \ \ Enlar ed BMP Plan �, 941 U Q t� if•111�4 >$• ".'� r° t *s µ; t, t •4i , �`Jtt Jr!9' f.rM. or' jpr€yelll tY�% i1r ".x�`a' i"+hL it :CT a - 1 a w environments life architecture planning interiors 101 west Worthington avenue, suite 270 charlotte, north carolina 28203 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com I CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 benesch Alfred Benesch & Company 2320 West Morehead Street Charlotte, NC 28208 www.benesch.com P 704.521.9880 Corp. NC License: F-1320 Project #17.000142 New Facility For IREDELL COUNTY PUBLIC SAFETY CENTER 400 Bristol Drive Statesville, NC SITE PLAN REVIEW BMP DETAILS DATE 4.12.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA. SEAL , ' 15471 GIN E0' SEAL °+'rrpu�ye co ,, Y:\charlotte\17000100S\17000142.00jredelLSafety_CompAEng_Docs\Drawings\37000142.00-CD\17000142 DETAILS-BMP.dwg, C504 BMP DETAILS, 4/12/2017 2:29:35 PM SHEET NUMBER C504 22USED) PROVIDE T" BIT. EXPANSION JOINT 030' O.C. CONSTRUCTION JOINT (IF INSTALL 5/8" DIA. 6x5 METAL DUMPSTER WITH JOINT SEALER AS SPECIFIED-1/2" THICK, SMOOTH STEEL DOWELS 18" (BY OTHERS) FLAG POLE, SEE BELOW FLUSH ON THICK EXPANSION O.C.- 3' LONG, GREASE SPECIFICATIONS FOR JOINT. PLACE EXP. JOINT WHERE SHOWN ON ONE SIDE OF STEEL AND7" WOOD FENCE, FURTHER DETAILS PLAN, WHERE NEW POUR IS CONTIGUOUS TO SEAL AS DESCRIBED. SEE DETAIL 1 x6 TREATED N0.1 YELLOW ANY STRUCTURE, AND AT 25' O.C. MAX. o PINE SLATS WITH DOG EAR MEDIUM BROOM FINISH CURB AND BEVEL ON ENDS. ATTACH CUT ANGLE ON TOP TO RAIL WITH (2) 1 1/2" OF EACH POST WOOD SCREWS PER RAIL 1/4" X 3/4" TOOLED JOINT PERPENDICULAR TO WITH RADIUS EDGES. TRAFFIC FLOW GUTTER PIPE SLEEVES SET IN CONC. PAD (4) 4x4 POSTS .N..�._ a. �._.�Qa 4x4 TREATED d d � o o e e POST, I STEEL I10 PIPE (3) I 2x6 TOP RAIL. ATTACH TO POST I -IIIII IIIIII =LOWITH I (3) 3" WOOD I I I COMPACTED ABC (TYPE A) METAL FRAME SCREWS I 95% STD. PROCTOR GATE, SEE DETAIL I 3600 PSI FIBER- DUMPSTER PAD SECTIONf7 0 44 POSTS j i REINFORCED CONCRETE COMPACTED SUBGRADE 20' PIPE SLEEVES SET 08' O.C. MAX. I I 95% STD. PROCTOR ASTM D 698 SCORE LINES IN IN CONC. PAD (2) ° 2x4 CENTER RAIL. j i CONCRETE PAD CONCRETE DUMPSTER ATTACH TO POST I 11 5' PAD, SEE DETAIL WITH (2) 3" WOOD I I 3/4" CLEAR SCREWS I I }" PLATE WELDED 2"x2"x WELDED TO TOP OF PIPE DUMPSTER PAD PLAN SEALANT 2x4 BOTTOM RAIL. I I STEEL ANGLE FRAME ° COLLAR ATTACH TO POST MAX. "> WITH (2) 3" WOOD I I FINISH I L SLEEVE ETO RECEIVE 30"Lt GROUND SCREWS I GRADE SLEEVE 1x6 FENCING 1x6 HANDLE OF J" BOLTa AL CI11 1 II II „I II III III=1I111 II „III, III- l i I, III I MATERIAL - =111 111 -III- =Illy I I 6" DIA. SCH. 40 1" I.D.x24' LONG ;, ;, CONCRETE III III II I I I STEEL PIPE PIPE SLEEVE FOR FOOTING iv - I I I I _ DIA. BOLT. WELD TO \\ r ' o �• - SAND 111. I I I rn 1" DIA. "L" SHAPED FRAME METAL PLATE \ \ COMPACTED I I -� I I STEEL HINGE PINS. \\ (UNLOCKED POSITION) \ a BASE PLATE SUBGRADE ---- 11-7 = n WELD TO PIPE 6" \ - - 1 =11I_ 12" DIA. CONCRETE WOOD FENCE ELEVATION AROUND DUMPSTER VERT., 3" HORIZ. - __ _- 6" LONG PIPE SLEEVE _ FOOTING 03000 PSI 3" WASHED GRAVEL I I 6" PIPE SLEEVE FOOTBOLT, WELD TO r ..A ... :;;'; SET IN CONC. PAD TO .c ..iti RECEIVE J" DIA. BOLT ., (1 EACH GATE) "'=1=III III GRAVEL COMPACTED SUBGRADE I HINGE. SEE DETAIL GATE ANGLE FRAME POSITION) WEDGES 24" 95% STD. PROCTOR FOOTBOLT ELEVATION GROUND SPIKE NOTES 1. POSTS, RAILS, AND SLATS TO BE NO. 2 PRESSURE TREATED F°I I d. 1I IN YELLOW PINE FRAMING WOOD. I I i I STEEL ANGLE FRAME NOTES 2. ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED AND/OR -r r- CONCRETE FOOTING- d I ° III II II„ - 1 x6 FENCING MATERIAL RATED FOR OUTDOOR USE. FROM DUMPSTER. CURB AND -III - - 111. L�. 11- II dw I la:' 3600 PSI, 2' DEEP GUTTER METAL PLATE. 1. CENTER FLAG POLE HEIGHT SHALL BE 35'. 3. FINISHED SIDE OF FENCE SHALL FACE AWAY AND I -I I I ; - x 18" DIA. I''II- I 1%"x5"x24" WELD TO BOTTOM OF 2. DETAIL IS GENERIC. INSTALL FLAG POLE 4. SEE SPECIFICATIONS FOR FURTHER MATERIAL rr"18 LJ COMPACTED ABC (TYPE A) -11 <..... .. = ANGLE FRAME PER MANUFACTURER'S REQUIREMENTS. INSTALLATION DATA. 95% STD. PROCTOR I_ -== III r , I -I i I- PIPE SLEEVE CONCRETE DUMPSTER FOOTBOLT PLAN FRAME AND FENCE ELEVATION PAD, SEE SECTION ABOVE Dum ster Pad/Wood Fence Detail Pole Detail I Nlar 2 N.T.S. NEVER CUT A 2"x2" STAKES LEADER SAUCER BERM REMOVE ANY PREPARED BROKEN OR SPACING VARIES, DEAD AND PLANTING MIX SEE LANDSCAPE PLAN DISEASED LIMBS MIN. LIMIT OF TYP. COLLAR MULCH MIN. 2" HT. ' 4" LAYER OF t APPROVED ^^ ^^ PLAN MULCH 6" SLIP KNOT WITH STOP KNOT. 6" MIN. 3/4" NYLON 6" LARGER THAN TREE DIAMETER ::.::::::::::::::::. STRAP FLUORESCENT TAPE : ::::::: ::::::::::::::: ° """"" "`""' ROOT CROWN TO BE AT FINISH GRADE 4" MAXIMUM LAYER OF MULCH. _ "V" TRENCH - TAPER TO TRUNK. KEEP MULCH AROUND ENTIRE PLANTING SOIL O.C. O.C. REMOVE TYPICAL AWAY FROM TRUNK 1-2" EXCESS SOIL FROM TAMP SOIL MIX UNDER PLANTING BED MIX AS SPECIFIED EACH PLANT BALL TO DIMENSION _� �' DIMENSION -+ + + SHRUB BED GRASS AREA ROOT CROWN. 4" HIGH/ 6" WIDE EDGE OF MINIMIZE SETTLEMENT -' MAXIMUM BERM OUTSIDE FINISH GRADE PLANTING BED r OF ROOTBALL TYPICAL PLANTING BED DETAIL DIMENSION ` a PAVEMENT REMOVE TOP 1/3 OF BURLAP, REMOVE M� C AND ANY NAILS PINS ETC STAGGERED PLANTING LAYOUT " W : 3 1"x2"x18 000 () FROM B&B TREES TYP STAGGERED STAKES WITH CENTERED � ROWS .............::::::. . �" DIA. HOLE. DRIVEN L "'`` - --- REMOVE TOP 2 3 OF WIRE CROWN HEIGHT IN INCHES - - �' IN LINE WITH STRAP " ' ` BASKET WHERE PRESENT EQUALS MEDIAN WIDTH IN _ I EQUALLY AROUND TREE UNDISTURBED SOIL e e e e FEET TO 12" MAX. 'I� 4" MULCH MINIMUM MULCH - PLANTING SOIL LA 0 0 0 0 e FINAL MEASURED COMPRESSED SOIL MIX MIX SPECIFIED 12 ROOTBALL 12" RAISE PIT BOTTOM TO SET ROOT X GRADE F 4" DEEP SUBGRADE VARIES CROWN AT THE CORRECT HEIGHT. v TRENCH EDGING 1:1 SLOPE FIRM SOIL UNDER ROOT BALL. �� MINIMUM EQUAL SPACING EDGE OF o - 10' (EX.) I EXISTING �:�:` SECTION SECTION BETWEEN ALL PLANTING BED PLANTS;..:::.:-.:t ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) TYPICAL PLANTING BED PLAN TYPICAL BED CROWNING SUBGRADE SOIL FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HT. MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH MEASURED COMPRESSED CONTAINER SOIL 2" 12-14' 16, 24" 16" BREAK ROTARY -TILL ORGANIC MATTER 3" 14-16' 18' 32" 21" AND OTHER ADDITIVES INTO NOTES NOTES SECTION TOP 8" OF SOIL 1. ALL TREES ARE TO BE NURSERY GROWN, BALL AND BURLAP (B&B) PREFERRED. 1. SCARIFY ROOT MASS OF CONTAINERIZED PLANT MATERIAL. 2. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING, WIRE OR NYLON 2. INSTALL CONTAINERIZED PLANTS AT FINISHED GRADE. TWINE FROM ROOT BALL AND CANOPY. AFTER SETTING IN HOLE, CUT AWAY TOP 3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND 2/3 OF WIRE BASKET, IF PRESENT, AND TOP 1/3 OF BURLAP. EACH PLANT BALL. 3. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. 4. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION 4. INSTALL TOP OF PLANT BALL 2" ABOVE FINISH GRADE. SYSTEM IS PRESENT. 5. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. 5. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER 6. NO BACKFILL ALLOWED ON TOP OF ROOT BALL. INSTALLATION. 6. SEE SPECIFICATIONS FOR FURTHER SOIL AND PLANTING 7. WHERE STRAPPING OR GUYING IS INSTALLED, CONTRACTOR SHALL REMOVE ALL REQUIREMENTS. STAKES, GUYING ETC. AT END OF WARRANTY PERIOD. 8. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. 9. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. 10. RE -SEED UNMULCHED, DISTURBED AREAS. 11. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF ARBORIST. 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I �kko�` uu n e �, •, °t NN.GN:e .r nrx .oeM1 .r tin w¢rJHM..v+x x tITAPCO 1 800236-0112 • www.tapconet.com • blinkersales^.tapcorretcom Emergency Vehicle Sign N.T.S. 101 west Worthington avenue, suite 270 charlotte, north carolina 28203 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 benesch', Alfred Benesch & Company 2320 West Morehead Street Charlotte, NC 28208 www.benesch.com 704.521.9880 Corp. NC License: F-1320 Project #17.000142 New Facility For IREDELL COUNTY PUBLIC SAFETY CENTER 400 Bristol Drive Statesville, NC SITE PLAN REVIEW SITE CONSTRUCTION - DETAILS DATE 4.12.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA. - i SEAL r 1547'1 SEAL <.RyG1 N E�P t °a4vale a'/az 17 SHEET NUMBER C505 Y:\charlotte\17000100S\17000142.00 Iredell_Safety_Compl\Eng Docs\Drawings\17000142.00-CD\17000142 DETAILSAI C505 DETAILS, 4/12/20172:33:17 I'M a w environments _ ;aife architecture planning interiors 101 west Worthington avenue, suite 270 charlotte, north carolina 28203 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 Alfred Benesch & Company 2320 West Morehead Street Charlotte, NC 28208 www.benesch.com P 704.521.9880 Corp. NC License: F-1320 Project #17.000142 New Facility For IREDELL COUNTY PUBLIC SAFETY CENTER 400 Bristol Drive Statesville, NC SITE PLAN REVIEW OVERALL LANDSCAPE PLAN DATE 4.12.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA SEAL ;r 15471 SEAL j��.,,yC. Sk zo! ,"O'� SHEET NUMBER C600 Y:\chadotte\17000100S\17000142.00 Iredell Safety_Compl\Eng Doa\Drawings\17000142.00-CD\17000142 LANDSCAPE.dwg, C600 OVERALL LANDSCAPE PLAN, 4/12/201710:53:18 AM SEED AREA (ALL LANDSCAPE ISLANDS, TYP.) SEED AREA SEED AREA t REW S 6'5 tX f WAV QS fiage, 'RAPE MYRTLE(TYP) 1 to Ch 14 EXISTING WOODED AREA TO REMAIN PIN.-4724571621 STATE OF NORTH CAROLINA D6 1062 PG 1527 (ZONED. CU-6 8-5) VACANT DOAA LISSETY WILLIAMS 98 2240 PG 2094 (ZONED- R-20) EXISTING 1 + ORNAMENTAL TREE AND 3 4� EXISTING SHAPE TREES (2'P5H OR GREATER) PER EVERY 100 LF. TO COUNT TOWARD TYPE A BUFFER REQUIREMENTS. (40 PTO MIN.) IF ANY OF REQUIRED TREES IN DUFFER YARD ARE DAMAGED OR DIE DURING CONSTRUCTION, OWNER WILL REPLACE WITH NEW TREES TO MEET THE CITY OF STATESVILLE UPO REQUIREMENTS. 1 ' 1 ' 1 IRON PIPE FOUND EXISTING 1 + ORNAMENTAL TREE AND 3 EXISTING SHAPE TREES (2005H OR GREATER) PER EVERY 100 LF. TO COUNT PIN.-4724571621 TOWARD TYPE A BUFFER REQUIREMENTS. STATE OF NORTH CAROLINA (40 PTO MIN.) IF ANY OF REQUIRED TREES 08 1062 PG 1527 IN BUFFER YARD ARE DAMAGED OR DIE (ZONED: CU-6 B-5) DURING CONSTRUCTION, OWNER WILL VACANT REPLACE WITH NEW TREES TO MEET THE CITY OF STATESVILLE UDO REQUIREMENTS. AV4W5JT —10' REAR SETBACK-8' TYPE A BUFFER .... ... ... .... . ...... . SS SS 82' STAND-OFF DISTANCE (TYP-) 01 t I 4*SPACES) 7; EMERGENCY SEED S L VEHICLES PARKING AREA ff IC2 14 I Ll UP SEED AREA PLC 27 . ............ 0 AC L lT A PL CK ....... .. .. SEED SEED AREA SEED AREA j?"— P M H "41 IN 3 SEED AREA PLANT SCHEDULE TREES QTY BOTANICAL NAME / COMMON NAME ROOT CAL REMARKS SIZE AR 6 Acer rubrum 'Autumn Glory' / Autumn Glory Maple B&B 2"Cal MATCHED, STRAIGHT 10- 12' HT. CK 3 Cornus kousa / Kousa Dogwood B&B 2"Cal MATCHED, STRAIGHT 6-8' HT. IN 20 Ilex x 'Nellie R Stevens' / Nellie Stevens Holly 30 gal FULL 6-8' HT. PY 3 Prunus x yedoensis / Yoshino Cherry B&B 1.5"Cal MATCHED, STRAIGHT 8-10- HT. QS 18 Quercus shumardli / Shumard Red Oak 15 gal UP 15 1 Ulmus parvifolia 'Bosque' / Bosque Elm IB&B 2"Cal 1 110-12' HT. SHRUBS QTY BOTANICAL NAME/ COMMON NAME CONT REMARKS HEIGHT SPREAD AX 14 Abelia x grandiflora 'Kaleidoscope' / Glossy Abelia 3 gal 3' O.C. 18-24" HT. 18-24" IC2 37 Ilex cornuta 'Burfordii Nana' / Dwarf Burford Holly 7 gal 4.5' O.C. 18-24" HT. 18-24" LC2 19 Loropetalum chinense 'Daruma' / Daruma Dwarf Loropetalum 3 gal 3' O.C. IS-18" HT. 15-181, LC3 57 Loropetalum chinense 'Ruby' / Ruby Loropetalum 5 gal 4' O.C. 18-24" HT. 18-24" MG2 118 1 Miscanthus sinensis 'Gracillimus' / Maiden Grass 3 gal 13.5' D.C. 118-24" HT. 118-24" PL 143 1 Prunus laurocerasus 'Otto Luyken' / Luykens Laurel 15 gal 14' O.C. 118-24" HT, 118-24" GROUND COVERS QTY BOTANICAL NAME / COMMON NAME CONT REMARKS SPACING LE 25 Helleborus x 'Golden Sunrise' / Lenton Rose I gal 24* O.C. LS 64 Uriope spicata 'Big Blue' / Creeping Lily Turf 4Hpot 18m O.C. NT 60 Nassella tenuissima 'Pony Tails' / Mexican Feathergrass I gal Ise O.C. RF 61 Rudbeckia fulgida. sullivantii 'Goldsturm' / Black-eyed Susan I gal 181, O.C. VIVI 129 Vinca minor / Common Periwinkle 411pot 116" O.C. U HC HC • VAN FLAK''POLE RF 'S, , FF/ YI$061111 PARKING I 30 I— 401 NACES) CK 18 + tURE RKING AR SEED AREA SEED AREA fr`YY_ry_yy_y_YY_r_y_y_ry_y I— _J MULGHLINE (TYP-) SEED AREA, O.C. FRONT SETBACK DERNA '1_04O=L/ UN, Lilr�,3LE r— SEED AREA L MH + SEED R 608 low, t U gy U OH/U 04" CH/U— PH U—OH OH/U CH OH/U OH OH/U OH/ OH/U OH/U OH/U — OH/(�— OH/U OH/U — OH/U — OH/U BFP FEST1 SEED AREA • fly. Eop —T—T—T T T--T—T—T—T—T—T—T—T—T SEED SITE ALONG ROAD FRONTAGE TO CP IN-- PAVEMENT 6' OF POP OR DENUDED LIMITS,' EX. EOP WHICHEVER 10 GREATER (TYP.) J r I BRISTOL DRIVE -SR 1358 — — — — — — — — — — — — — tik — — — — (NO RECORDED R/W FOUND) (ZONED: R-20) (ZONED. R-20) I RESIDENTIAL RESIDENTIAL LANDSCAPE NOTES PLANT MATERIAL 1. MlNlk4JM TREE SIZE AT PLANTING 10 20 CALIPER AND 8' TALL FOR SINGLE -STEM TREED. ALL MULTI -STEM PLANTS MUST BE TREE FORK MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 10' TALL 2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS MULTI -STEM TREES ARE SPECIFIED. ALL TREED SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL -DEVELOPED BRANCHES, BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES WITH CO -DOMINANT BRANCHING WILL N91 BE ACCEPTED. TREES THAT HAVE BEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING STRUCTURE WILL N91 BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS GREATER THAN r DIAMETER SHALL KAVE CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS WADE. ROOT FLARES SHALL BE LOCATED AT GRADE. TREED WITH MORE THAN 21 or SOIL COVERING THE ROOT BALL/RARE FROM WILL NIZ[ BE ACCEPTED. 3. SIZE OF PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z610.1 (LATEST EDITION) AS PUBLISHED BY THE AMPRICAN NURSERY 4 LANDSCAPE ASSOCIATION. 4. ALL TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND CONFIGURATION. PLANTING REQUIREMENTS 5. PLASTIC HOSE PARTS WILL hM BE ACCEPTED FOR TREE STAKING. SEE DEIAILJS AND SPECIFICATIONS FOR APPROVED STAKING METHOD/WATERAUB. S. ALL STRAPPING, AND TOP J OF WIRE BASKET mo BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN PLANTING. 7. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS, REMOVE COMPACTED BOIL AND ADD 240 NEW TOPSOIL, OR TILL AND AMEND THE TOP 24! OF EXISTING SOIL TO MEET TOPSOIL/ PLANTING mDc STANDARDS FOR TREES. 8. ALL SAUCERS SHALL BE OWED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. 9. THE TOP OF ALL ROOT DAUB FOR SHRUBS 4 OROUNDCOVERS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS GROWING CONDITIOND, 10. ALL ROOT BALLS REMOVED FROM CONTAINERS SIVU BE SCARIFIED PRIOR TO WKNLUNG. 11. MULCH A MINIMUM 4 FOOT AREA AROUND EACH TREE AND - MULCH A CONTINUOUS AREA AROUND ALL SHRUB BEDS, AS INDICATED ON THE PLAN. MULCH SHALL BE 3-40 THICK. MULCH AROUND TREES &%U BE TAPERED TOWARD TRUNK 90 THAT NO MORE THAN 20 15 PLACED AT TREE TRUNK AS SHOWN ON DETAIL WE SPECIFICATIONS FOR TYPE. UTILITY ISSUES 12. LARGE MATURING TREES MAY NOT BE PLANTEo, WITHIN 25' OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES. IF TREED CONFLICT WITH POWER LINES OR SIGNS, CALL LANDSCAPE ARCHITECT TO RESOLVE BEFORE PLANTING. 13. CONTRACTOR 16 RESPONSIBLE FOR HAVING ALL UNDERGROUND UTILITIES LOCATED AND CLEARLY PAINTED WITHIN 10 DAYS OF ANY GROUND DISTURBING ACTIVITY, OWNER WILL NOT PAY FOR UTILITY REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY LOCATIONS. 14. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND ununes- PLANT 15' FROM ALL UNDERGROUND UTILITIES, (SEWER AND STORM DRAINAGE, GOO WATER, PHONE AND ELECTRICAL LINES). GENERAL 15. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUANTITY OF PLANTS SHOWN ON THE PLAN. ANY DISCREPANCIES 13ETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT TO THE ATTENTION Or THE LANDSCAPE ARCHITECT AND ANY FIELD AMAJOTMIM OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING. 16. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER ACCEPTANCE BY OWNER OF: ALL PLANT MATERIAL 17. ALL DISTLIRSED AREAS SHALL BE SEEDED AS SPECIFIED. 18. SEE EROSION CONTROL/GRADING PLAN FOR ADDITIONAL TREE PRESERVATION NOTES. Know what's below. Call before you dig. LEGEND SIGN EXISTING LIGHT POLE CIO,) EXISTING UTILITY POLE HC ACCESSIBLE SPACE �qy EXISTING FIRE HYDRANT 0 EXISTING TREE TO REMAIN PROPOSED GROUNDCOVER PLANT LABEL PLANT QUANTITY EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROPERTY LINE x x X EXISTING FENCE PROPOSED FENCE UGE— EXISTING UNDERGROUND ELECTRIC LINE —OH/U— EXISTING OVERHEAD UTILITY LINE EXISTING TREE LINE PROPOSED TREE LINE AFTER CLEARING PROPOSED MULCH LINE PROPOSED STORM DRAINAGE PIPE FD— PROPOSED FOUNDATION DRAIN —SS-- SANITARY SEWER LINE DW— WATER LINE P NORTH 30 0 15 30 60 =W' a dw, environments life architecture planning interiors 101 west Worthington avenue, suite 270 charlotte, north carolina 28203 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com r! CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 benesch Alfred Benesch & Company 2320 West Morehead Street Charlotte, NC 28208 www.benesch.com P 704.521,9880 Corp. NC License: F-1320 Project #17.000142 New Facility For IREDELL COUNTY PUBLIC SAFETY CENTER 400 Bristol Drive Statesville, NC SITE PLAN REVIEW LANDSCAPE PLAN ENLARGEMENT DATE 4.12.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA. SEAL 15471 SEAL SHEET NUMBER C601 Y:\charlotte\17000100S\17000142,00 Iredell_Safety_Compl\Eng_Doa\Drawings\17000142.00-CD\17000142 LANDSCAPE.dwg, C601 LANDSCAPE PLAN ENLARGEMENT, 4/12/2017 10:52:18 AM