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SW8050427_APPROVED PLANS_20060221
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 0 5 Di 2-1 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2 ooto 02 %k YYYYMMDD 11 I I U STOP SIGN N SDMH- - _ RIM 11.67 CB PP INV (27) 5 IE26 GRATE 21.37 18" RCP INV 18"&27") N 74.63 INV (15) E 15,56 S INV 08") N 15.20� E.C.M ENCH A lj 'P E CB PP. \c TE 20.90 0.98" E EV C� INV 1 27 ) N&S 16.41 WV 15" �r PLUG EXIS GRAVITY SEWER 5 IN MANHOLE ern. �� )SDMHIM 47 INV (15) E 16,23 ,S SSMH GRATE 20.97 INV (15'� E 17.80 - RIM 21.7 INV (15') S 17.75 SDMH _ NV 76.38 \ V (15") W 16,84S RIM 21,51 B- \_ C CB INV W 16.SB GRATE 27.34 7�q INV (15) 1 18 23 HD X LIMIT EXIST.5, SIGN GRAVI TO BE ABAN NED CB STOP RATE 20.94 SIGN X IN (15) 179 I \_ SIGN x X I IN E5" S 1 1 YLL x SIGN X X SIGN PLUG E�ISTING- GRAVITY SEWER n LIQ� 1 W W LU e � x 00 a w c� 2 � U ct REMOVE ISTJ SIDEWA REMOVE XIST;j CONCRETE CURB REMOVE IEXIST.- 6' CHAIN LINK FENCE, POST, AND CONCRETE "d I 31 of hl I � X I I X SIGNrX I / SIGN STOP SIGN SDM)L WV RIMINV (1 ) E 32,26 - - - - - -CR L ' GRATE 3789 HDR INV (i ") S 32.20 HDR l-I/ SIGN .�' Lp INV (15) 32.93 INV (4) N 3027 ' S - over owr s 15" RCP 8"w - 8"W a WV w 3 E. C. M. CB GRATE 3786 INV-(1r'1 S-34.65�§)- - INV (15') E 35.62 y�> SIGN Tarr r1�5w' RCP BOBLE 1 GRA 37. 9 CRATE 37.93 S S X X X X INV (15) 34. 16 INV (15" S 32.80 Rl 39. 18 INV (18 ) W 32.58 INV (12) 35.89 INV (12) E 35.981 1 ASPHALT AND s ORIGINAL RIGHT OF WAY N. FRONT ST. LIMIT OF EXISTING GRAVITY SEWER TO BE REMOVED REMOVE EXISTING STORMWATER INLETS, 12' RCP, AND 15" RCP k \ REMOVE EXISTING 6' CHAIN LINK FENCE, POST, AND CONCRETE WV \ d� INLET REMOVE EXISTING ELECTRICAL INCLUDING -CONCRETE BASE, LIGHT POLE, LAMPS, AND ANY UNDERGROUND OR OVERHEAD HARING. CONTRACTOR TO COORDINATE REMOVAL WITH PROGRESS ENERGY AND / OR CAPE FEAR COMMUNITY COLLEGE, AS APPLICABLE. _ _ X x x-x-x`� x= u -u-u S 0612'00" E 250.30' -- -- - Lp7 •------- �PP GW SIG 8„W l 24' RCP R M EXISTING 2% Q STREET 6' A CHAIN LINK FENCE, POST, AND CONCRETE _ / 66' PUBLIC RIGHT OF WAY - - - - T �. - WM / / X\ EMOVE EXISTING ELECTRICAL INCLUDINC,CONCRETE BASE, LIGHT POLE. LAMPS, AND ANY UNDERGROUND OR OVERHEAD HARING. CONTRACTOR TO COORDINATE REMOVAL W/ PROGRESS ENERGY. ORIGINAL CENTERLINE N. FRONT ST. ORIGINAL RIGHT OF WAY N. FRONT ST. LIMIT OF EXISTING- -GRAVITY SEWER TO BE ABANDONED \PLUG EXISTING GRAVITY SEWER PP�\ %k\ \ v \ . co 42 SSMH NV (1 -56 RIIM2206PP Gw I 1 x � � REMOVE EXISTING I I ASPHALT AND BASE �c I 0. ° ON EDGE OF ,.PPAA�.VEEEM'EN TE 31 60 l 26,35 j j 3 END SAW CUT \ REMOVE EXISTING 6' CHAIN LINK FENCE, POST, AND CONCRETE REMOVE\EXISTING v\ CONCRETE CURB \ ` REMOVE EXI G \ CONCRETE I \ P ,�F1I �� MAP BOOK 8 PAGE 60 CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH 444.4T 1 197.46 1 N 22'1541- E 1 195.84 C2 65.00 157.47 S 75'34 37 E I 121.E LEGEND E.C.M. EXIST. CONCRETE MONUMENT SSMH STORM DRAIN MANHOLE PP POWER POLE LP LIGHT POLE CB CATCH BASIN WV WATER VALVE FH FIRE HYDRANT GW GUY MARE HDR HANDICAP RAMP ® EXIST. PAVING, STONE BASE, AND CURBING TO BE REMOVED - -SS- - EXISTING GRAVITY SANITARY SEWER - -8"W- - EXISTING WATERLINE AND SIZE moo' Rc� EXISTING STORM SEWER AND SIZE OVERHEAD POWER LINES 501140; - SURVEI£M DECEMBER 2004. - 1.579 ACRES TOTAL - AREA COMPUTED BY COORDINATE METHOD. - FOR REF71ENCE SEE D® BOOK 975 PAGE 440 , MAP BOOK B PAGE 60 AND MAP BOOK 12 PG 3A. - ALL SI`k.ETS ARE PUBLIC. - ALL DISTANCES ARE HORIZONTAL - ALL BEARINGS ARE RELATIVE TO N.C. GRW (NAD 1927) DO 975 PG 40. - NO N.C. GRID MONUMENTS LOCATED W RW 2000' OF INNS SURVEY. NOTE: ALL EXISTING IMPROVEMENTS AND EQUIPMENT TO BE REMOVED (INCLUDING EQUIPMENT LEFT BEHIND BY CAPE FEAR COMMUNITY COLLEGE). NOTE: CONTRACTOR TO PROVIDE STONE BASE MATERIAL AS NEEDED AND MAINTAIN DURING CONSTRUCTION TO ALLOW CONTINUOUS ACCESS TO ADJACENT PROPERTIES. ANY CLOSURES WILL BE COORDINATED WITH THE CITY. IN NO CASE SHALL ACCESS BE BLOCKED TO ADJACENT PROPERTIES. REMOVE EXISTING ELECTRICAL A INCLUDING -CONCRETE BASE, w LIGHT POLE, LAMPS, AND ANY w UNDERGROUND OR OVERHEAD ? WIRING. CONTRACTOR TO z COORDINATE REMOVAL W/ PROGRESS ENERGY. u EXISTING \ w ROCK w GRATE 29.32♦ DRIVE F V (15) E 26. 05 �\ z a \ w _ a LP X X X a EXISTING SIGN \ '� / TO REMAIN SDMH o RIM Y. 30 Slz G lNV/(27.39) i {'1 T F row � owoc vrn, ® or® o� .re wri roar rrcw rrau rev® r.r rnsf w suw ws w.ov our woo arcc /" _ EDGE OF APPROVE[} a1zBcE 1 EMENT 11„W _ NORTH CAROLINA ENVIRONMENTAL ° MANAGEMENT /I 3 SDMH EDGE OF DIVISION OF �WigER UALP 02 RIM 29.7 N INV 3 `� SSMH XISL ISLAND / PAVEMENT ._j'�,�t 6 Je .77 �� 2233 1 REMOVE EXISTING TO REMAIN - ZS RIM 29.79 / 0 - 24.05 CONCRETE ISLAND PP YrIl Y1�O PP J GW -- -- ICn SIGN _ _ _ -.-.- -.-_- - (�- - -- --- -- - - - LP PP G TE 29. 42 N w IN 22.57 SAW CUT_ -�T 36"' RCP AS PER 1975 V's a SAL VA 77ON f SIGN CITY MAP NUMBER 47-16 C/O CONCRETE CONCRE E OUDGE 0 EDGE OFT OF USE CURB ARMY I EXISTING \ TELEPHONE BUILDING I REMOVE EXISTING m 6' CHAIN LINK DRIVEWAY COMMUNICATION PEDESTAL EDGE OF a PAD CONCRETE FENCE, POST, AND I I a CONCRETE BEGIN SA CUT ti a EXISTING vi w DRIVEWAY Stzi� �'�o1v a z Lo 0 30 15 0 30 1 m SCALE IN FEET " = 30 272 N. Front St., Suite 500 Wilmington, NC 28401 910-254-0222 910-254-0228 FAX C1ineDesign,kssoc.com CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.3972929 Ph. 910.397.2971 Fax Email: cttOcttengineering.00m CTT JOB#5603 ppff PARKING GARAGE WILMINGTON, NORTH CAROLINA PROJECT:05054W DATE: 2.1.2DD6 REVISIONS: DATE OcV, uff V&911f114, DRAWN BY: H WL CHECKED BY: NI TA DEMOLITION SITE PLAN C101 0. I ��I STOP SIGN - I RIM 21.61 CB I INV (27) S 16,26 P P18" RCP INV (18"&27) N 14.53 GRATE 27.37 S INV (15) E 15,56 INV (78") N 15.20 2j.. ' " Rc \ ) GCB R B.,W U L) 90 IN (N &27") w INVUV�7 ) N&S 16.41� -- - C� 00 WV P E 15" s N SDMH INSTALL SIGN 500 FT. _ SS RIM 21.47 ORIGINAL RIGHT OF WAY N. FRONT ST. PROVIDE CONSTRUCTION FENCING. REMOVE POSTS & PATCH PAVEMENT AFTER CONSTRUCTION ORIGINAL CENTERLINE N. FRONT ST. OSOUTH OF BRUNSWICK ST. �- M INV (75) E 16.2 - SEE DETAILS SSMH THIS SHEET HDRlM 21. 79 tea'• ��• RIf 2H7 1 ORIGINAL RIGHT OF WAY N. FRONT ST. S- INV 76.38 `SS NV (75 \ \ - W 16.56 S C8 \ WV COORDINATE WITH I CB_ - - pp I GRATE�D`SV � \ CITY TRAFFIC AND GRATE 21, f4 STO 15 V (75'J E 1`7 70 8„ MAKE INNER NB INV (75') 7823 S/X HD I S 1775 7i LANE OF FRONT ST. X i V (1 .84 RIGHT -TURN ONLY SIGN BATE 20.9 IN .1 9. \ X I v(1s)77 1 TT DI `. \ 12) 18,35 r C / l (15) N 18.47 in V ` % i 1 COORDINATE WITH sea : X CO CITY TRAFFIC AND INV. I. I ❑ I INSTALL STOP SIGN 1 M IN APPROPRIATE BA EME0NT LOCATION X 1 _ -- NK 24' " 4" SCH. 40 PVC 1 FOUNDATION DRAIN �.„ - CONNECT TO EXIST. CB - SEE ARCH. PLANS FOR CONT. ( I X z „© I I U I-- 3 2 I 3 L © © © 0 C i lol oc SIGN ` WT2 y �UI ° co 2 ICI ~ O J N U �1 z T I w � a W I yw7uoaaxo d' O > W pc cV S/GN i m ~ PROVIDE MUTCD W TYPE I i w I BARRICADES AS REO'D I W AT OPENING IN CONSTRUCTION FENCING REMOVE EXISTING CURB /ND GUTTER AND PROVIDE NEW CITY DRIVEWAY X I I z to 1 I i w i 2 03 4-1 00 o_ I O O i I W U (a GHT LAN CLOSED .500 FT, --EXISTING SANITARY SEWER UNE- TO BE REMOVED OR ABANDONED BETWEEN EXISTING SANITARY SEWER MANHOLES - SEE DEMOLITION SHEET SEE LANDSCAPING PLANS FOR PLANTING BEDS, HARDSCAPE PAVING MATERIAL, AND SURFACE PLAZA MATERIAL. \ SEE ARCH.FOR CONC. SIDEWALK DETAILS PP `. \ \ \ PP o. o S� C V `� c, \ 51 Vy� u� ♦t P NV (I ..I 22.31 \ INV (15' .33 PROVIDE EXPANSION JOINT \ / \ BETWEEN CONCRETE AREAS cP \ AT PROPERTY LINE a F� %I/SS�SMM1 2\ \ FIRE DEPARTMENT lNk4 2.B..05\ CONNECTION LOCATION - O SEE FIRE PROTECTION PLANS ` „ BE NEW CURB & \ pp �, ` GUTTE - CONNECT _w ;0 EXIS711.�G SEE ARCHITECTURAL PLANS FOR DETAILED HORIZONTAL LAYOUT WITHIN PARKING GARAGE STRUCTURE. < ` \ Lp ® ENSIGN WV „c I \C ROAD CLOSED 200 FT ROAD CLOSED 500 FT O O O ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS. SIGNAGE DETAILS SCALE: N.T.S. LEGEND E.C.M. EXIST. CONCRETE MONUMENT SSMH STORM DRAIN MANHOLE PP POWER POLE LP LIGHT POLE CB CATCH BASIN WV WATER VALVE FH FIRE HYDRANT GW GUY WARE HDR HANDICAP RAMP -SS- EXISTING GRAVITY SANITARY SEWER -8"W- EXISTING WATERLINE AND SIZE 30" RCP EXISTING STORM SEWER AND SIZE OVERHEAD POWER LINES R15' RADIUS FOC FACE OF CURB F/F FACE OF CURB TO FACE OF CURB OTEMPORARY CONSTRUCTION SIGN (SEE DETAIL) CURVE RADIUS CHORD LENGTH CHORD BEARING DELTA ANGLE C1 444.47' 195.84' N 22'15'41 " E 25 27'15" C2 OMIT - - - C3 47.09' 36.25' S 29'04'37" E 45'1635" C4 510.47' 80.38' N 3031'36" E 09'01'54" C3 47.10' 36.53' S 29 0051 " E 4537'42" C4 510.47' 80.47' N 3031'20" E 09"02'27" LINE BEARING I DISTANCE L1 N 06"12'00" IN132.53' L2 N 35'02'45" E 78.26' CONSTRUCTION SEQUENCE: 1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR EROSION CONTROL INSPECTOR. 2. INSTALL TEMPORARY CONSTRUCTION SIGNAGE. 3. INSTALL CONSTRUCTION FENCING. 4. INSTALL SILT FENCE, SILT SACKS, AND GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ON PLAN. 5. PERFORM DEMOLITION OPERATIONS. 6. ABANDON / REMOVE EXISTING SANITARY SEWER LINE ALONG FRONT STREET (SEE SHEET C1.1 AND C1.2). 7. ONLY AS NECESSARY FOR DRIVING PILES, CUT SITE APPROX. 5' BELOW EXISTING GRADE AND REMOVE MATERIAL FROM SITE. RE -SLOPE CONSTRUCTION ENTRANCE DOWN INTO THE EXCAVATION. 8. DRIVE PILES. 9. ALLOW RAINWATER TO ACCUMULATE IN SW CORNER OF SITE, THUS ACTING AS A SEDIMENT BASIN WHILE DRIVING PILES. 10. ONLY AFTER 24 HOURS OF DRY WEATHER, CONTRACTOR TO PUMP OUT ACCUMULATED WATER IN SEDIMENT BASIN AND INTO FOUNDATION DRAIN CONNECTION. 11. CONSTRUCT FOUNDATION/RETAINING WALLS AS NECESSARY TO FACILITATE SITE LEVELING. 12. LEVEL SITE TO SUBGRADE ELEVATION (VARIES - SEE ARCHITECTURAL PLANS). ONCE SITE IS LEVELED TO THE PROPOSED SUBGRADE, THE USE OF THE SEDIMENT BASIN WILL BE TERMINATED. SILT FENCE SHALL REMAIN INSTALLED. 13. CONSTRUCT PILE CAPS. 14. INSTAL_ WATER, SEWER, AND STORMWATER, AND OTHER UTILITIES IN THE SUBGRADE. 15. INSTALL CONCRETE PARKING SURFACE FOR GROUND FLOOR. THIS SHALL BE DONE AS QUICKLY AS POSSIBLE TO STABIUZE THE SUBGRADE SURFACE AND TO MINIMIZE THE POSSIBILITY OF SOIL EROSION FROM SITE. 16. CONSTRUCT PARKING GARAGE STRUCTURE. 17. CONSTRUCT SIDEWALKS AND HARDSCAPE. 18. REMOVE CONSTRUCTION FENCING. 19. REMOVE TEMPORARY CONSTRUCTION SIGNAGE. 20. INSTALL PERIMETER LANDSCAPING AND MULCH. 21. REMOVE EROSION CONTROL MEASURES. X I Qs (c © EDGEtt��FF GRAT29-32 __ 6' PAVEMEA% INV(7 337'-2" --- 8'-O" oQ GUTTER INV (15) X I --- \ E 26.05 I OVERALL ',,,,p„, NE o UTILITY � i ---- Isza sArc NEW 1.5" WATER METER EASE T REO'D SIGN i sue° - FOR HOSE BIBS & _ IRRIGATION SEE DETAIL a� 4t NEW HANDICAP RAMP w D. Rai - SEE DETAIL \ 2 STOP I ---- I SIGN SIGN SDMH W J N _ EXISTING X RIM SO14V 37.01 " SI N% v 2U , 4 e , TO REMAIN GRATE TE 378.9 �HDR INV (1S'� 5 20 S 067?1J0 S0. NE C TE SID W D V IE 7R� EXISTING INV (15) 3293 l iV (24) N _ SIGN -PP GW - -+ �2 75' RCP S - - - - - - - - - - - SIGN SDMH' - - - - - - - - - - 9� TOREMN I,(/1/ 24" RCP Rl 29.5B " O4 IN CURB/ISLAND v 8'w CB wz WV-,5+1' INVI(42")E2zo9 8"W 8"W 8"W 8' W 8' W 11 a STREETGRATE 31,60 PROVIDE NE zw END -NEW CURB W 30) 5 22-38 _ 2n d INV 26.35 w SIGN �' ( INS DETNLS hNIS SHEET CITY DRIVEWAY zM �1"& GUTTER -CONNECT �� \ E.C.M. 66' PUBLIC RIGHT OF WAY w< __ `c2�_ TO_NEW-DRIVEWAY L EXISTING CONCRETE ISLAND SHOWN FOR REFERENCE ONLY - SEE DEMO SHEET �% - - - BARRICADES MUTCD TYPE 1 In RIMM3820 I ATROUENNG MS REO'D NlM (2 )' � 7H EDGE OF NEW INV 31.58 I 1 INSTALL SIGN 500 FT. �- - SS SS - SS - CONSTRUCTION FENCING SS _ 22. 33 qt cal 1 k1 29, 79 PAVEMENT PP I - IN 24.05 / SOUTH OF BRURS1BA-U PP SEE DETAILS \ OTHIS SHEET s: 7----------------________________ _- -JPP GW J GRATE 29.42 - - -- - -- J r( Pc SIT N SIGN WM SIGN INV 2.17 CB 15" RCP X Pr`)SIG COORDINATE SIGNAGE, TELEPHONE C CRA 1L 37 86 ROAD / INV (75") E 34.65 1 PEDESTAL INV (15) E 34.62 X X X X 4 CONSTRUCTION FENCE CABLE MATH CITY TRAFFIC, COMMUNICATION CB SDMH GRATE 790 RIM 3918 AS NECESSARY INV (15') 34-16 CB INV (12) 5. 9 BOX EXISTING EXISTING I PAD GRATE 37.93 I DRIVEWAY DRIVEWAY INV (15) 5 3280 INSTALL SIGN 500 FT. INV (18) W 32,58 1 LLI INV (12) E 35.98 EAST OF SECOND ST. LLI - SEE DETAILS THIS SHEET I z 30 15 0 30 Q Q NC GRID 1927 m MAP BOOK 8 PAGE 60 SCALE IN FEET 1' - 30 ' I EXISTING CURB AND GUTTER TO REMAIN �36" RCP AS PER 1975 CITY AAAP Al//AAR4-P 17 1G X_ LP X X M/-/ / RlM 37. 30 8"w INV (21.39) / 8"W EXISTING CURB AND GUTTER TO REMAIN /ALP c PM3�y N $T 117 i o 117 133 133 r$ 8 421 N 441J S, i z o, T z _ R J n� n co e� 1w i o SITE 2N < 2 ST VICINITY MAP &A NN, I Scale: NTS SITE DATA PROPERTY AREA 1.72 AC NOTES: 1. VERIFY EXISTING LINE LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 2. FOR TEMPORARY WATER CONNECTION DURING CONSTRUCTION, APPLY IN ADVANCE. WILL HAVE TO PROVIDE RPZ BFP ON PROJECT SIDE OF WATER METER BOX. 3. ANY PROPOSED IRRIGATION SYSTEMS TO BE SUPPLIED BY CITY SHALL COMPLY WITH CITY CROSS CONNECTION CONTROL REGULATION. CALL 343-3910 4. BACKFLOW PREVENTER FOR NEW POTABLE WATER SERVICE WILL BE INSIDE. RPZ REQUIRED. SEE PLUMBING PLANS. 5. ANY BACKFLOW PREVENTION DEVICES WILL NEED TO BE APPROVED BY USCFCCCHR OR ASSE. 6. OWNER/CONTRACTOR TO CONTACT CITY DEVELOPMENT SERVICES CONCERNING LIGHTING REQUIREMENTS. 7. CALL NC -ONE -CALL BEFORE DIGGING 1-800-632-4949 8. CONTRACTOR TO COORDINATE WITH CITY TRAFFIC CONTROL FOR DRIVEWAY AND UTILITY WORK WITHIN CITY RIGHT OF WAY. 9. EXCEPT AS NOTED, SURVEY INFORMATION PROVIDED BY HANOVER DESIGN SURVEYOR, DATED DECEMBER 2004 & APRIL 2005. 10. EXISTING WATERLINE VALVES LOCATION PROVIDED BY HANOVER DESIGN SURVEYOR, DATED DECEMBER 2004 & APRIL 2005. 11. EXISTING WATERLINES ESTIMATED FROM CITY WATER SYSTEM MAPS, JAN. 2005 12. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL". CALL 343-3910 FOR INFORMATION. 13. WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED NTH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES. 14. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS. 15. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED. 16. TEMPORARY TRAFFIC MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR. 7 i 272 N. Front St., Suite 500 Wilmington, NC 28401 910-254-0222 910-254-0228 FAX ClineDesignAssoc.com 1 CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 29403 910397.2929 Ph. 910397.2971 Fax Email: ctt@cttengineering.com CTT JOB #5603 ppff PARKING GARAGE WILMINGTON, NORTH CAROLINA 24419 II �_( Iz� PROJECT.05054W DATE: 2.1.2006 REVISIONS: DATE rt'j, S TAI. EVIEW DRAWN BY: H WL CHECKED BY: MTA SITE LAYOUT, SIGNAGE, AND UTILITIES PLAN C1I la U �- \STOP SIGN - "5DA7FT- PP RlM 21.61 S ) NN CB 18" RCP � 1>'(F$"&27"7 14.63 GRATE 21. 37 1 5 INV (15) E 15.56 -- 4.LV (18") N 15.20 \ ro Z h RI RlM 21.79 x INV 16.38 � F HD Ce GRATE 1. 4 CB INV (15)18.23 -I GTE 20.94 H X IN (Is) 1-7.9 SIGN v To X BEGIN \ I \ FENCE xf11 G 1 PROVIDE SILT 23 SACK _ I (SEE DETAIL) k 1 0 \ \ 00 xJ . \ I- �\ % �IGN Q I 27.50 T \ 2ZOO B E' �WO 1 \ �moR \ �o 28. �J Cr� m 1 30.BI7 \ 30.3IB ,pJ' \\ I T \ EXIT CONSTRUCTION SEQUENCE: 1. REQUEST PRE-CONSTRUC71ON CONFERENCE WITH NCDENR EROSION CONTROL INSPECTOR. 2. INSTALL TEMPORARY CONSTRUCTION SIGNAGE. 3. INSTALL CONSTRUCTION FENCING. 4. INSTALL SILT FENCE, SILT SACKS, AND GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ON PLAN. 5. PERFORM DEMOLITION OPERATIONS. 6. ABANDON / REMOVE EXISTING SANITARY SEWER LINE ALONG FRONT STREET (SEE SHEET C1.1 AND C1.2). 7. ONLY AS NECESSARY FOR DRIVING PILES, CUT SITE APPROX. 5' BELOW EXISTING GRADE AND REMOVE MATERIAL FROM SITE. RE -SLOPE CONSTRUCTION ENTRANCE DOWN INTO THE EXCAVATION. 8. DRIVE PILES. 9. ALLOW RAINWATER TO ACCUMULATE IN SW CORNER OF SITE, THUS ACTING AS A SEDIMENT BASIN WHILE DRIVING PILES. 10. ONLY AFTER 24 HOURS OF DRY WEATHER, CONTRACTOR TO PUMP OUT ACCUMULATED - _ _ WATER IN SEDIMENT BASIN AND INTO FOUNDATION DRAIN CONNECTION. ORIGINAL RIGHT OF WAY N. FRONT ST. 11. CONSTRUCT FOUNDATION/RETAINING WALLS AS NECESSARY TO FACILITATE SITE LEVELING. 12. LEVEL SITE TO SUBGRADE ELEVATION (VARIES - SEE ARCHITECTURAL PLANS). ONCE SITE IS LEVELED TO THE PROPOSED SUBGRADE, THE USE OF THE SEDIMENT GCB BASIN WILL BE TERMINATED. SILT FENCE SHALL REMAIN INSTALLED. NA E 20. 90 INV (&z ") 13. CONSTRUCT PILE CAPS. N&s 16,47 14. INSTALL WATER, SEWER, AND STORMWATER P 75'" ORIGINAL CENTERLINE N. FRONT ST. , AND OTHER UTILITIES IN THE SUBGRADE. is \ 15. INSTALL CONCRETE PARKING SURFACE FOR GROUND FLOOR. THIS SHALL BE DONE 7SMH \ AS QUICKLY AS POSSIBLE TO STABILIZE THE SUBGRADE SURFACE AND TO MINIMIZE RIM 21.47 ` INV (15') E 16.2THE POSSIBILITY OF SOIL EROSION FROM SITE. M 21 51 � GB i 16. CONSTRUCT PARKING GARAGE STRUCTURE. V (15) GRATE 20.97 ORIGINAL RIGHT OF WAY N FRONT ST. 76.5s �, - - 17. CONSTRUCT SIDEWALKS AND HARDSCAPE. INV (15'2 E 7 �B - \ S INV (15') S 77 /7 �� - - - 18. REMOVE CONSTRUCTION FENCING. \ iq INV (75') W 76.84 \ WV WV. (le) E 16. \ \ �� \ _k� 19. REMOVE TEMPORARY CONSTRUCTION SIGNAGE. ♦ ♦� 5'x24\\ �\ \ \ 23 , 20. INSTALL PERIMETER LANDSCAPING AND MULCH. a - AMP I �© \ - - 21. REMOVE EROSION CONTROL MEASURES. Orb ♦♦♦ \ \ � 7DP 19.8 ♦ \ o \ 75' RCP ♦ \ ♦♦ \ LOD ON \_--- 1 Tm 2i6� \ sN BACK OF \ 8, \ URB 0 °[v v E ENT EV \� 24. T RSA \ In " � N�' \4 . \TRENCH MAP BOOK AGE 8 P 60 15 13" NAR7H \ \ \ -f k - IS" 70P 29.5 7 �� $ I A �v V ,\ + a2°so 2a 29. 761,` PROVIDE SILT 28. 29.1 29. n \ 30.23 (30.5� ..t 9j2` ib A.I v ����V '\ R<1 za as ♦ e-s 1 �Fti% SACK, (SEE DETAIL) \ \ 19 5 v 30.48 EROSION CONTROL: °" S7 1. ANY GRADING BEYOND THE LIMIT OF DISTURBANCE SHOWN ON THE PLAN IS A 117 ta swT, VIOLATION AND IS SUBJECT TO A FINE. 117 133 2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING j 133 \ 540WAR IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION a TA1l°R1 SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND 421 �a~� e MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT 133+ < NI AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 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 15 > ^7 z ys S CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS $ zJNETT Q STg MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS o NETT 3 GRANTED BY THE EROSION CONTROL INSPECTOR. (n h 5. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR 421 BLA°"' Lu STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL "' ��~ SI TENSyI BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS ST a WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. Z 6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE, INLET ff PROTECTION, AND SEDIMENT BASIN WHEN IT BECOMES ABOUT 0.5 FEET DEEP ST AT THE DEVICE. THESE DEVICES WILL BE REPAIRED AS NECESSARY TO •" " 'AUK MAINTAIN THEIR EFFECTIVENESS. 3 7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND ; °ss sT MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 8 ARE CONSTRUCTIONONS ORENTRANCE TO BE CLEANED SEDIMENT IS DEPOSITED ON THEE ASPHALT TAND CSTONE�WILL BE VICINITY MAP SEEDBED PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH. PREPARATION: Scale: NTS LOOSEN CLEARED SURFACE (VOID OF ROCKS, ROOTS, AND VEGETATION) AS 1. NECESSARY FOR SEEDING TO ACCUMULATE. STORM JUNCTION ELEVATION SCHEDULE 2. APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY LANDSCAPE DESIGNER. JUNCTION NORTH SOUTH WEST EAST 3. TILL LIME AND FERTILIZER INTO SOIL UNTIL WELL MIXED. NAME INV. INV. INV. INV. 4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION. SDMH 1 17.94 .94 REPAIR AS NECESSARY FOR EROSION MAINTENANCE DURING CONSTRUCTION ACTIVITY. SDMH 2 ]0.60t20.6045. 6. USE TEMPORARY SEEDING SCHEDULE FOR AREAS WHERE WORK IS NOT OCCURRING SDMH SDMH 3 25.53 5.5.78 WITHIN 15 DAYS. DO SEE DETAIL 7. USE PERMANENT SEEDING SCHEDULE IF PROJECT IS IDLE. D12 ST2 25.57 25.82 8. SEE LANDSCAPE PLAN FOR FINAL GRASS, PLANTINGS, TREES, MULCH, AND COVER. D13 ST3 26.33 26.08 26.33 GRADING NOTES: D14 25.76 25.76 26.26 1. PROTECT VEGETATION BEYOND GRADING LIMITS. DI5 26.75 27.25 2. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. DI6 D16 17.60 17.35 3. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH 26.09 NO GREATER THAN 3:1 SLOPES. RL2 26.42 4. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. RL3 26.66 5. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION RL4 26.32 TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE RL5 27.47 DIRECTIONS INDICATED ON THE PLAN. __ y� v v v v v 2 . �, � �„ \ \ v NEW 2.5 STANDARD CURB SECTION + 2a7s v v '�' TYPE A" (SEE DETAIL) TA 50- CONSTRUCTION _ y ENTRANCE \ \ - \Ai° �- \ s x, A C H 31.0 31.0 �� - n CN9 + 29. I + + 28 ' \ 29 5 + v + + + \ �+ A � 'S H N \ m 5 31.01 1 31.0 v v q 31.0 \31.0 / 31.0 �� z H F v \v EXIST. RIGHT OF WAY LINE - 1\2 \ 3 Taw \ \\\\\\ 829.0 01R~�LP \\?. \ 70P 20.65 . \ X W \m \ \ x \ \ \sroP ��LJ \ Q W n W U W U_ Q m S, jw 30.25 \ \ 29.75 2975 ,1-R�p �+ 7GW + \- 29 30.4 RL5-- O \\\ 2975 .7+3i0 A V I 5\ \ \ \ O \ \ `I APPRONWATE PkE -OAP LOCA WIN (TTA) \ SEE _FBNMPATION MNSSTO \ s701 + 30.86 33 Rau o - - - _ - - 30.4 N .75 A - - \ \ \ \ O' S0' CONSI \ \ - \ _ = ENTRANCE \ I \ \ I \ I \ ,7 31. ` + A.0 + � CB / HD LJ7Op'E DR H \ I S 2' 50 30' GRATE 3789 15" RCP i SIGN a �r -34.00 /BACK OF CURB - � � � INV (75) 32.93 8' W 8"W \ RIMSDMH PP B..W / 8•WEDGE OF PA VEMEN8„W !NV 18" E 31.30 \ (15 J �YV / \ ( (-'/ Tr- I 2n `" STRE T !NV S 3220I \ INV 24") N 30.27 3 AV A A\ 66' PUBLIC RIGHT OF WAY - Aii - \ LOD ON / PROVIDE SILT- ssMH RIM 38.20 ai I �\ M / BACK OF FENCE j INV 318 ' W _ CURB SEE DETAIL T I W \ ce GRATE 3786 INV (15�`s` SIGN\ \ \ \ \ - _INV(15) E 35.62 P�, I sh N \ \ 15" RCP CABLE CB\ J BOX ~ GRATE 3 .90 \- INV (10") 34. 6 (a - S GRATE 3793 M X X�- X '-X l( F SALVATION INV (15) 5 32.80 /A 9. INV (18') w 3258 / v (12-) ) 35.89 ARMY INV (12) E 35. 98 I I _ I BUILDING \ hg SIGN \1+29.7 LAND DISTURBANCE DATA DISTURBED AREA (AC) 2.1 AC NOTES 1 SURVEY BY HANOVER DESIGNS: DECEMBER 2004 AND APRIL 2005. 2 ALL ROOF DRAINS SHALL BE ROUTED TO STORM DRAIN SYSTEM WITHIN PROPERTY BOUNDARY. 3. RECEIVING WATER IS CAPE FEAR RIVER AND IS CLASSIFIED BY NCDENR AS "SC". 4. SEE ARCHITECTURAL PLANS FOR STRIPING, SIGNAGE, SIDEWALK, CURBING WITHIN GARAGE FOOTPRINT. 5. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED. 6. CONTRACTOR TO PROVIDE STONE BASE MATERIAL AS NEEDED AND MAINTAIN DURING CONSTRUCTION TO ALLOW CONTINUOUS ACCESS TO ADJACENT PROPERTIES. ANY \ STREET CLOSURES WILL BE COORDINATED WITH THE CITY. GRATE 2a32 R� I \ \ \ IN NO CASE SHALL ACCESS BE BLOCKED TO ADJACENT I \ ; INv (15) v PROPERTIES. .9 �` PO 26.05 ` I \ \ \ 7. GROUNDWATER ELEVATIONS ARE APPROXIMATED ° �m ,3, -I- \\ FROM GEOTECHNICAL INVESTIGATION AND SITE VISITS. LIMIT OF\ k�:E�XIST NEW \ - PAVEMENT - - aN411 Q tiV m ® INV 22.. Why LOD IVSDMH I RIM 29.68 INV (42 "/ E 22 09 INV (30 ) s 22 38 INSTALL NEW INLET OVER S M W 30 15 0 30 C2 G �� O Z Q. SCALE IN FEET I m 1" = 30 1 Pm V1 �Q N oI 1 Nry WO Yf \ 30. TC cs, a . S O 29 77 BC h r IJ`I 3Q EXIST. W 29.77 BC W h X�_ \ 'w 30.3 T Ex\I�T EXIST. R0 Is "1 \ \ - 31 i - -=�-2X 29.88 3a6, 29.85 BC 30.51 TC W \� - /I ` 29.9 Be i� �� SD \ �' 31.30 \ W SI(i� I N INV (21.339) \ .�"' v 29.74 BC EXIST. W - � "� W h N - JO 05 BC \ h 123X W e"w ti h W PC 3034 30.ec Tc \ \ I W W O EXIST I pZ wQ \ vlN wg 2_ EXIS . 29.98 BC W a \� h U W ( 21 29. BC �m \ I �i UU AW 2`> -1 jSSMH EXIST. W \ \ 0 // �' 1' o m /'s., 2m \aRIM 29.79 30.15 BCINV 24.05 +k SIGN Ile - SIGN ~ M h O Q U U W n.' h O O W HW H QZ U W W ~ W GRATE 29.42 -vV 22,57 I a d INSTALL NEW INLET g OVER DUSTING CURB INLET o 29.42 GRATE ti INLET PROTECn4iN r1D� v (SEE DETAIL) °'wuNi ro W U m 'yam ^ W� Whh hWC' "f WMh "N100 W y W Whh 'L LEGEND E.C.M. EXIST. CONCRETE MONUMENT SSMH EXIST. STORM DRAIN MANHOLE PP EXIST. POWER POLE LP EXIST. LIGHT POLE CB EXIST. CATCH BASIN WV EXIST. WATER VALVE FH EXIST. FIRE HYDRANT GW EXIST. GUY WIRE HDR EXIST. HANDYCAP RAMP RL1 PARKING DECK ROOF LEADER SDMH1 STORM DRAIN MANHOLE i DI2 DROP INLET TC TOP OF CURB YEfliYY�l 'I TW TOP OF WALK BC BOTTOM OF CURB I LOD LIMITS OF DISTURBANCE - - - SS - - EXISTING GRAVITY SANITARY SEWER - -8"W EXISTING WATERLINE AND SIZE ° R°` i EXISTING STORM SEWER AND SIZE I OVERHEAD POWER LINES EP EDGE OF PAVEMENT + 31.77 PROPOSED SPOT ELEVATION + 29 88 EXISTING SPOT ELEVATION BC 0 0 FLOOR DRAIN LOCATIONS - SEE PLUMBING PLANS 272 N. Front St., Suite 500 Wilmington, NC 28401 910-254-0222 910-254-0228 FAX ClineDesign.As soc.com CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.3972929 Ph. 910.3972971 Fax Email: ctt@cttengineeringcom i C r JOB #5603 ppff PARKING GARAGE WILMINGTON, NORTH CAROLINA PROJECT:05054W DATE: 02.01.2006 REVISIONS: DATE DUCUihlW SUOMI Filth w11L9 E DRAWN BY: H WL CHECKED BY: MTA GRADING, EROSION CONTROL, & STORMWATER PLAN LCI e3 FOR SIDWALK SEE PLAN 1/2' EXP. JT.� STD. & G CURB &GUTTER r 4" .,- n WHEELCHAIR RAMP t01 9 4" WIDE PAINT STRIPES, YELLOW, DEPRESSED CURB 2 UNIFORM COATS. APPLY TO SECTION A -A CLEAN, DRY BITUM. CONC. SURFACE COMPLETELY CONCEALING PAVEMENT. PAINT TO CONFORM TO FEDERAL SPEC. TT-P-115-E 6• �- 610. / . .............. ... . . ' SLOPE VARIES 1: 2 MAX. -0 WHEELCHAIR RAMP DETAILS NOT TO SCALE NOTES: 1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 2. CONTRACTION JOINTS (CJ), SPACE SAME AS SIDEWALK WIDTH, 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT WITH NO CURB. 5. 1/2" EXPANSION JOINT (EJ) REO'D AT 30' MAX., AT SIDEWALK JUNCTIONS, AT STRUCTURES AND AS NOTED ON SITE PLAN; CURB 30' MAX. SPACING r 7, > •p J,�� EJ PLAN —TYPICAL SIDEWALK SLOPE WALK 1/8" R. TOOLED JOINT 1/4" X 1" DEEP WITH AN - 1/8- MIN PER FT. 1/2" EXPANSION r1/8' R. TOOLED JOINT AWAY FROM BLDG. J01 T MAT'L t` UNLESS NOTED ofOTHERWISE °D 1/4: MIN. DROP `EJ ' AT DOORS EXPENSION JOINT CONTRACTION JOINT BLDG.-STRUCTURE (EJ) (CJ) wncr%L vrAL J /ERG O —u VR mucn PROVIDE CJ ALONG - ;.r PI AN—CIFIFWAI K R'—n" Rr WIFIFR , SIDEWALK JOINT DETAILS NOT TO SCALE 2'-6" 1'-10.5" 1 j1j 1 0'-4.5, II 4„R 1R d a 1 J"R . a e � I • a ' d. irI• , r . `co � d 1 a 1 75"� WHERE CENTER MEDIAN CURB IS REQUIRED GUTTER SHALL SLOPE AWAY AS SHOWN STANDARD CURB SECTION TYPE "A" NOT TO SCALE NOTE: FOR WORK WITHIN STREET RIGHT OF WAY ONLY. (OUTSIDE GARAGE FOOTPRINT). i' DEEPS SIDEWALK OR PARKING DECK WALL — SEE STRUCTURAL PLANS SIDEWALK AREA CONCRETE GROUND FLOOR — SIDEWALK SECTION I B 6" CONCRETE DROP INLET SEEPLASTRUCTURAL EXPANSION JOINT 1/2- 6" STONE BASE SLOPE AS I PER R PLAN p\ PLAZA \pRIVEWAY APRON I PLAZA " a. d. ? CURB RETURN 0. EXPANSION JOINT 1/2" I �o �T CURB 6" 1'-6" R1 4" WIDE PAINT STRIPS WHITE, 2 UNIFORM COATS - PARKING DECK FLOOR AT DROP INLET APPLY TO CLEAN, DRY BITUM 5' MIN. RESIDENTIAL EXPANSION JOINT 1/2" A {1 EXPANSION JOINT 1/2" CONC. SURFACE COMPLETELY (4.0 13 (4.Om) MIN. OTHER NOT TO SCALE b CONCEALING THE PAVEMENT. PAINT TO CONFORM TO PAVEMENT PLAN 11 FEDERAL SPEC. TT—P-115—E. IABLE 12'-0- IN. FINISH PLF�ZA GRADE 6" 1/4 PER 1-0" " 5'-0 2" • � N EXP. JOINT 1/4 PER 1'-0' 6' CONCRETE SECTION A -A SECTION B-B STANDARD DRIVEWAY DETAIL NOT TO SCALE RIGHT OR LEFT COMBINATION STRAIGHT AND TURN ARROW LEFT OR RIGHT TURN ARROW --{766"" TT —20"I r-2 8" 36" 32" 12 44" =40. 100" 160" A28' 32" 224" 12" R=28" COMBINATION LEFT AND STRAIGHT AND RIGHT TURN ARROW 12" GENERAL NOTES —ALL PAVEMENT MARKING SYMBOLS SHALL BE NHITE IN COLOR —PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO ENCROACH INTO INTERSECTION AREAS —ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION JOINTS UNLESS APPROVED BY THE ENGINEER. PAVEMENT MARKINGS ARROW SYMBOLS NOT TO SCALE STANDARD NC DOT SIGN — JR7-8D SEE ENLARGEMENT AT RIGHT STANDARD NC DOT SIGN — #R7-8D SEE ENLARGEMENT AT RIGHT 2 1/2"0 GALV. STEEL POST APPROX. FIN. GRADE OR TOP OF PAVEMENT 10"0 STRAIGHT ARROW 2f 0" I 12" 64" _ 10' 7 ? 14',� 456' --► �— 12" COMBINATION LEFT AND RIGHT TURN ARROW NOTE: FOR WORK WITHIN STREET RIGHT OF WAY ONLY. (OUTSIDE GARAGE FOOTPRINT). STANDARD NC DOT SIGN SR7-8 SEE ENLARGEMENT AT RIGHT VAN ACCESSIBLE LEGEND AND BORDER — GREEN �,d-n• BACKGROUND — WHITE 60' IF MOUNTED ON BLDG RESERVED OR POST BEHIND SIDEWALK PARKING 84" MIN IF PEDESTRIAN `O PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN III=III—III—III MAXIMUM PENALTY w. 6L f250 p ro ,o-nw < • N HANDICAP SIGN DETAIL NOT TO SCALE STANDARD N.C. "STOP" SIGN 2'-6" 6' TO 12' STREET NAME SIGN (SEE NOTE) r 2" PIPES II '1-- WITHOUT CURB I OR GUTTER iI a STANDARD INFORMATION SIGN 4'-0' MIN O 2" PIPE - WITH SLOPE —FACE WITH CONCRETE CURB & GUTTER NOTES: 1. STREET NAME SIGNS SHALL BE A MINIMUM OF 6" EXTRUDED ALUMINUM BLADES USING A MINIMUM OF 4" C SERIES LETTERING IN REFLECTIVE SILVER & REFLECTIVE GREEN BACKGROUND. 2. ALL REFLECTIVE SIGNS SHALL BE MADE OF ENGINEERING GRADE OR HIGH INTENSITY GRADE REFLECTIVE SHEETING OR APPROVED EQUIVALENT. 3. ALL SIGNS PLACED IN RIGHT—OF—WAY WILL BE APPROVED BY TRAFFIC ENGINEERING DIVISION. 4. ALL FOOTINGS TYPICAL FOR ALL SIGNS, WHICH NEED TO BE ANCHORED IN CONCRETE. STANDARD SIGN INSTALLATION LOCATION NOT TO SCALE NOTE: FOR WORK WITHIN STREET RIGHT OF WAY ONLY. (OUTSIDE GARAGE FOOTPRINT). PLAZA WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND -WHITE LEGEND & BORDER - GREEN x 11 1'-0 LEGEND AND BORDER - GREEN BACKGROUND -WHITE TYPE "A" CURB — SEE DETAIL 2" SF 9.5A ASPHALT 1'-0" `6• MARL BASE, CONTINUOUS NOTE: WIDTHS AND CROSS SLOPES OF STREET, PLAZA, AND SIDEWALK VARY — SEE SITE PLAN AND GRADING PLAN 0\/P'AAP'NIT (ZPrTI0KI _ (`ITV CTDC"C"-I NOT TO 2' CURB & GUT (IF APPLICABLE) PAINT STRIPE DETAIL NOT TO SCALE PLAZA — SEE SITE PLAN, LANDSCAPE PLAN, AND DETAIL SIDEWALK — WIDTH VARIES — SEE SITE PLAN AND DETAIL n COTRUCTIOII L•%Ioq-\ClM Valn*1A o_M.A9 u 272 N. Front St., Suite 500 r Wilmington, NC 28401 910-254-0222 910-254-0228 FAX j ClineDesignAssoc.com i c CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.3972929 Ph. 910.3972971 Fax Email: ctt@cttengineeringcom CTr JOB#5603 ppff PARKING GARAGE WILMINGTON, NORTH CAROLINA O � .T Q L 24419 _ ,'PIRG 'GCB 1, zoo Cc PROJECT:05054W DATE: 2.1.2006 REVISIONS: DATE OCUMENT SUOWITAL RL�IGW DRAWN BY: H WL CHECKED BY: MTA SITE AND PAVEMENT DETAILS C201 MANHOLE COVER, SO 14-01 z MANHOLE STEPS N L -71 AS SPECIFIED z RAM-NEK JOINT MAT'L J OR APPROVED EQUAL a- (TYPICAL) PRECAST MANHOLE SECTION, A.S.T.M. C 478 AS SPECIFIED w w 5" MIN. I 6" PIPE ° MIN. w 6" MONOLITHIC CONCRETE BASE. MIN. °.. 7- 3000 PSI CONCRETE L. 777, 6" MIN. 03000000000 00(M 12" MIN. NOTE: CRUSHED STONE EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES ARE GREATER THAN 4 FEET INSIDE DIAMETER PRECAST STORMDRAIN MANHOLE 3'-0" MIN: NOT TO SCALE 27"0 PRECAST FINISH CONCRETE COLLAR GRADE VALVE BOX WITH LID GATE VALVE MECH. JOINT STANDARD GATE VALVE DETAIL NOT TO SCALE ,L3W MIN. wA a. ; T: A ... '; '.a PLAN BENDS - A5 C . .a. ° 'k .- • a < w d r ..'A'. .. SECTION X-X BENDS & TEES x�l PLAN TEES PLAN & ELEVATION PLUGS SIZE A BENDS 4A5 BENDBS 22A 2 ENDS A TEES B CPLUGSD 6" 16" 10" 9" 10" 6" 8" 10" 12" 10" 21" 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" „ 10 „ 26 n 17 „ 14 n 17 n 10 w 13 n 16 w 20 14"36 w 12" 29" 21" 16" 21" 11" 16" 18" 24" 16" 41" 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" 16" F 38" 27" 21" 27" 12" 24" 24" 30" 20" 54" NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer. All bearing surfaces to be carried to undisturbed ground. STANDARD THRUST BLOCK FOR WATER M NOT TO SCALE 12" COMPACTED MARL BASE (D.O.T.) REQUIRES 8") EXISTING PAVEMENT 1 2" ASPHALT TYPE "1" N.C.D.O.T. SPEC. EXISTING PAVEMENT PIPE U H 0 COMPACTED BACKFILL PAVEMENT REPAIR NOTES: NOT TO SCALE • BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99 • CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING AND COMPACTION M,AX V-RIBS B WATER II — METER PLAN 1'-7 3/8" 2.25" 1.75" 5.75" 5.75" V-6 5 8" SECTION A 2'-6" MIN • • n............����`h1`�,��) "K" SOFT COPPER TUBING' t SELLER H-1422 METER YOKE W/12 RISER FORD VF66-12, VF77-12 1.5" WATER SERVICE NOT TO SCALE COVER A MINIMUM AVERAGE WEIGHT 20 LBS. PLAN 9.625" N 86" .25 0 7 4-- 0.375" SECTION -a SECTION C WATER METER BOX NOTES: NOT TO SCALE 1. WATER METERS ARE TO BE PROVIDED BY THE CITY. 2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC RIGHT-OF-WAYS AND/OR EASEMENTS. 3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS. lZ y,•��••�i•w•i,• 000 I I -to I I SIDE PLAN ELEVATION 12" #3 OR #4 REBAR , c SLIP RESISTANT CLEATS CORROSION RESISTANT MATERIAL Ale ELEVATION (RUBBER, PLASTIC) SECTION A -A STANDARD SLIP RESISTANT _ MANHOLE STEP NOT TO SCALE CASTING FLANGE EXTENSION OR ST) 2" ASPHALT i4N �• iw.y `. 4^V YV� e FRAME MINIMUM AVERAGE WEIGHT 40 LBS. 4" BASE FOR CASTING DETAILS 10 75" SEE SD-14 I TRENCH BOTTOM I STANDARD PIPE TRENCH DETAIL NOT TO SCALE 0.2.` THRUST BLOCK • .. 4. • e 1 . . -MORTAR — i HEAVY DUTY LID /- SEE SD-14B DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE AND VALVE AS PER CITY OF WILMINGTON SPECIFICATIONS EXISTING /� WATER / \MAIN TAPPING VALVE AS PER CITY OF WILMINGTON SPECIFICATIONS / NEW WATER MAIN v OR SERVICE TAPPING SLEEVE AND VALVE NOT TO SCALE USC APPROVED HIGH HAZARD RPZ BACKFLOW PREVENTER - WILKINS OR APPROVED EQUAL W/ TWO BALL VALVES, TEST PORTS, STRAINER, AND PRV- SEE PLUMBING PLANS �3DIRECTION OF FLOW 3ACKFLOW PREVENTER (INDOOR) FOR HOSE BIBS AND IRRIGATION :Y=+"rM1.j}j_li;:i"`^i:iYT���'?•Lp'+';j� -''' NOT TO SCALE PAVEMENT, PLAZA, OR SIDEWALK SECTION, AS MORTAR OVER FLANGE TRAFFIC RATED APPLICABLE THREADED END CONCRETE COLLAR ' ^' MORTAR CAP f ' r 2" STANDARD BRICK w 2 MORTAR s 1 � c CAST IRON RISER I ; WATER VALVE BOX EXTENSION AND CASTING CENTERED OVER VALVE NUT SCH 40 PVC SCH 40 PVC I SEWER CI FAN-ntIT CASTING SANITARY TEE -� i--DRAIN PIPE NOTES: CENTERED OVER STACK *THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS. *PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE SECTION D 95% COMPACTION OR BACKFILL IN 6" LIFTS. VALVE BOX AND CLEAN -OUT CASTING BASES NOT TO SCALE 6'-4w STANDARD SANITARY SEWER MANHOLE NOT TO SCALE FOUNDATION DRAIN CLEAN OUT DETAIL NOT TO SCALE MARKED: SANITARY SEWER OR STORM DRAIN AS REQUIRED i-TOP OF COVER A -BOTTOM OF COVER -PLAN NOTE: RING & COVER CONTACT SURFACES SHALL BE MACHINED SO AS TO INSURE EVEN BEARING OF COVER ON RING 2'-1 1 4" MINIMUM WEIGHTS: 1'-11 3 4 RING 190 LBS. l'-ll 1 2' COVER 120 LBS. CV C4 75" w = LO 4.75" 0.5" 1'-10 1/4" 1 2" 2'-9 1 4" o SECTION "A -A" STANDARD MANHOLE RING AND COVER NOT TO SCALE V opa�CYwOQM06�GYwl4 W9Rbq 272 N. Front St., Suite 500 Wilmington, NC 28401 910-254-0222 910-254-0228 FAX ClineDesignAssoc.com CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER S CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 9103972929 Ph. S 9103972971 Fax Email: ctt0atengineeringcom j CTTJOB #5W3 PPD PARKING GARAGE i WILMINGTON, NORTH CAROLINA PROJECT:05054W DATE: 2.1.2006 REVISIONS: DATE OCUMENT U `i ITAL LM DRAWN BY: H WL CHECKEDBY: MTA WATER, SEWER, AND STORMWATER DETAILS C2e2 0.5' Z a w w v 1 -77 7 Z iV 1.5' S.25' 1'-1 1/2" 5.25' 0.875" 1.5' ao ri 0.875' IEL 17: SECTION "A -A" SECTION "B-B" MINIMUM AVERAGE WEIGHT FRAME 195 LBS. GRATE 145 LBS. 5.25' V-1 1 2" 5.25' B� 15 IN 0.875" 3.75' r. ain go n N M ^ � 1 °D fA _JI it n 5' . 8.25' B � V-4 1/8' 8.25' 2'-8 5/8- PLAN VIEW GRILL BASIN CASTINGS NOT TO SCALE CAST IRON FRAME WITH COVER 6' X 9' REINFORCED CONCRETE PAD 8" 8" OR 10" PVC----4 6' CONCRETE 2'x2' FRAME AND GRATE EL 28.0 GRATE EL 28.5H20 LOADING EQUIRED 6' STONE BASE EL 27.33 SLOPE AS PER PLAN .e. 4000 PSI • C7 O O - •.° O•• C CONCRETE a 2 ° '� M TOP WIER RCP IN ����IL��Lpp�� WITH 26.33 / ORTARAND / / �\ 15' RCP OUT TO S MH2 M INV rl 1 INV. 25.5✓ INV.C25.0 249 / INSPECTION COVER ANGLE IRONS TO SUPPORT INSERTED PIPE INV. 23.9 M INV. 23.9 ° °•. + 16' MIN. O O O •O O O O O 6" T 15" HDPE OUT TO �A6� �-19'--�5'1_EAR SID(NINFILTRATIOE TSAR SIDE) 40 MIN. \-CRUSHED STONE BASE D11-DROP INLET SEPARATION STRUCTURE (48" X 48" INSIDE DIMENSION51 NOT TO SCALE PAVEMENT COMPACTED CLEAN FILL OR 3/4" - 2` CRUSHED, WASHED, STONE SOLID IRON TOP H2O LOADING REQUIRED PIPE RISER SCH40 OR DL35 6" MIN 3/4' - 2' CRUSHED, 01 WWASHED, STONE FILTER FABRIC ANGLE IRONS TO + SUPPORT INSERTED PIPE :.. 4' X 7' 18-T HEAVYWEIGHT STABILIZATION NETTING (SUPPLIED) LAYING LENGTHS (AFTER ADJACENT OVERLAP): START UNITS = 8.1' 8" OR 10' PVC END UNITS = 8.1' PIPE RISER MIDDLE UNITS = 7.6' SCH40 OR DL35 SHOWN INSERTED INTO CHAMBER CLEAN OUTZINSPECTION PORT DETAIL NOT TO SCALE PIPES (SEE PLAN) SEE DETAIL NORTH INF. TRENCH IN FROM DI1 JG 5 UNITS WIDE 11 UNITS LONG 12"0 24" x 24" PRECAST CONCRETE WAFFLE Box 12" RCP INV. AS Pi DRILL AND GROUT FOR 4' OR 8' ROOF LEADER 50' MIN. PLANS } I .......................................... " """"" " ."" _ ... "".. " .........- w O o� , .. .".... #4 STONE ...".." .'.'.'.'. ... § it o o ".".".'.. .:":.: Z\ ....................... '.'.'.'.".. ..'.'.'.". ......... ............. to N .... .......................I....... .............. X � " W PLAN 35' t 15' t j ROOF LEADER (SEE PLUMBING PLANS) ROOF LEADER CONNECTION NOT TO SCALE STONE PAVEMENT BASE CONCRETE SURFACE C C' I SECTION TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 2'-0" MIN. 1" REBAR FOR BAG REMOVAL FROM INLE' LLJ w (REBAR NOT INCLUDED) - W U) o= OPTIONAL OVERFL a _ SILTSACR OR EQUAL DUMP LOOP: (REBAR NOT IN PLASTERMTYPI. ALL SIDES OUTLET PLAN NOTES: PIPE FOOTING 1. FRAME AND GRATE TO BE STANDARD CITY ° +�. r �' a-T- PILE CAP OF WILMINGTON CAST IRON FRAME AND GRATE PER 14-04 2. PRECAST CONCRETE STRUCTURES ARE AN SECTION "A -A" CLASS 'A' CONC. ACCEPTED ALTERNATE GRILL BASIN NOT TO SCALE FILTER FABRIC AT STONE/SOIL INTERFACE #57 STONE 90% COMPACTED CLEAN FILL H-20 LOADING REQUIRED OR 3/4' - 2" CRUSHED WASHED STONE EXISTING CURB INLET GRAVEL - " VARIES, VARIES, VARIES 9.25 MIN. .•,•CONNECTING • PIPE PIPE CONNECTING PIPE i -INRDW RPES 0 v 4 . 34" 41 12 4' x i 5'-g" g 5'-0" 12"�- -HEAVYWEIGHT STABILIZATION , LIGHTWEIGHT STABILIZATION NETTING NETTING UNDER ALL (SUPPLIED) UNDE I STORMCHAMBERS STORM CHAMBER _ GROUND WATER STORM CHAMBER OR a'a'1 APPROVED EQUAL iil � Isl . CUT OUT GUIDE FOR 6" DRAIN PIPE 5 UNITS WIDE 16 UNITS LONG ILTRATION SYSTEM DETAILS NOT TO SCALE 28.1 MIN. 27.6 MIN. 27.1 MIN. 26.33 ✓ z w 25.83 a 12" OR 15" HDPE SOLID PIPE (AS APPLICABLE) 3\ AGAINST TRENCH WALL FILTER FABRIC w 23.0 tv 220 ✓ ? R FLOW RECEIVING 20.0 (AVERAGE) i SILT SACK \DETAIL NOT TO SCALE WIRE FENCE AND FILTER FABRIC STORM DRAIN CATCH BASIN MIN. CURB OPENING FOAM POST (4 REQ'D.) 200 SUI x \ INLET SEDIMENTATION CONTROL DETAIL NOT TO SCALE STRAND MIN. #1 STAY WIRES MIN. #12-1/2 BOTTOM STRAND MIN. #10 STEEL OR WOOD POST FILTER FABRIC CUT OUT GUIDE FOR 10" PIPE INSERT NOTES: GROUND LINE CUT OUT GUIDE FOR 8` PIPE INSERT1. WIRE SHALL BE A MINIMUM OF 32" IN \O, N FILL SLOPE WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES W/12" STAY SPACING 6' iv 2. FILTER FABRIC SHALL BE A MINIMUM OF MIN. /\\/ 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED N BY THE ENGINEER / \ M 3. STEEL POST SHALL BE 5. 0" IN HEIGHT C> 0 0 / j� j\//j�/jam/jam/ SAND BE TEEL TYPE SELF FASTENER ANGLE oM FN 4. WOOD POSTS SHALL BE A MINIMUM OF 6' o (n - \ \\ \\ \\ \\ \\ IN HEIGHT AND 3' OR MORE IN DIAMETER 3 \\ "UT OUT GUIDE POST FABRIC NOT LESS THFASTENED TO WOODEN / \/ FOR 4" DRAIN PIPE 1-1/2" LONG #g WIRE STAPLES j 8.5' ANCHOR FILTER FABRIC SKIRT CUT OUT GUIDE FOR 12" PIPE INSERT AS DIRECTED BY THE ENGINEER GUIDELINES FOR TEMPORARY SILT FENCE DETAIL NOT TO SCALE 272 N. Front St., Suite 500 Wilmington, NC 28401 910-25"222 910-254-0228 FAX ClineDesignAssoc.com CRISER TROUTMAN TANNER CRISER TROUTMAN TANNER CONSULTING ENGINEERS 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 9.10.397.2929 Ph. 910.3972971 Fax Email: cueatenoneering.com CTf JOB##5603 PPAU PARKING GARAGE WILMINGTON, NORTH CAROLINA OCOMM I�ii IAI RM 24419 PROJECT.05054W DATE: 2.1.2005 REVISIONS: JDATE DRAWN BY: JDP HWL CHECKED BY: MTA STORMWATER 8 EROSION CONTROL DETAILS C2*3