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HomeMy WebLinkAboutsp pg 3�Q SITE VICINITY MAP FLOOD�.� SUBJECT PROPERTY 1�; NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONI "X" AS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL NUMBER 3710958400J, WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006. NTS CURVE SITE KEYNOTES: s Ol CONSTRUCT 2.0' CONCRETE SPILLING CURB AND GUTTER PER DETAIL SHEET /} O2 CONSTRUCT 2.0' CONCRETE CATCHING CURB AND GUTTER PER DETAIL SHEET ASPHALT -•� O3 CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET CONCRETE ® CONSTRUCT CONCRETE HANDICAP RAMP PER DETAIL SHEET PERVIOUS CONCRETE OS HANDICAP PARKING STALL PROPERTY LINE © INSTALL HANDICAP PARKING SIGN PER DETAIL SHEET SIGN O7 CONCRETE PAVEMENT PER DETAIL SHEET BOLLARD ® ASPHALT PAVEMENT PER DETAIL SHEET EX. FIRE HYDRANT -x -x- LOT3 O9 TRANSFORMER PAD BY GENERAL CONTRACTOR, PER ELECTRIC COMPANY PROPERTY OF HMS KIDS, INC. SPECIFICATIONS, (COORDINATE SIZE & LOCATION WITH UTILITY COMPANY) PLAT BOOK 2010, PAGE 735 10 CONSTRUCT DUMPSTER PAD AND TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS N/F TRI -ARC FOOD SYSTEMS, INC. Ca 11 CONCRETE WHEEL STOP PER DETAIL SHEET DEED BOOK 2799, PAGE 213 *0 BUILDING MOUNTED SITE LIGHT, SEE LIGHTING PLAN 0 O *0 POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN 1® PAINT 4" WIDE STRIPE, WHITE O�O� O 1© PAINT 4" WIDE STRIPE @ 45',2 FEET APART 1® PAINT TRAFFIC ARROWS PER DETAIL SHEET 1© PAINT DRIVE -THRU PAVEMENT MARKER * 18 SAFETY RAILING, COORDINATE WITH ARCHITECT TELEPHONE PEDESTAL J 19 SITE IDENTIFICATION SIGN, MAX HEIGHT 15; MAX AREA 200 SF, COORDINATE WITH (UP., O SIGN VENDOR AND COUNTY 20 EXISTING FIRE HYDRANT ELECTRIC METER 21 MATCH EXISTING CURB & GUTTER C.B. UTILITY �'SS T/C = 367.61' POLE ©2 MATCH EXISTING ASPHALT PAVEMENT DMH © 23 ASPHALT /CONCRETE TRANSITION PER DETAIL /' RIM = 367.50') *® INSTALL MENU BOARD AND SPEAKER •. © PATIO AREA, 2.00% MAXIMUM SLOPE IN ANY DIRECTION, COORDINATE ,.. ^.`O`'c�Qi Jr'• / •' SEATING WITH ARCHITECT . *® COKE PREVIEW BOARD *© INSTALL DIRECTIONAL S /GNAGE AS NOTED •° ••' 28 INSTALL "STOP" SIGN PER NCDOT AND MUTCD STANDARDS "' 29 PERVIOUS CONCRETE, SEE DETAIL SHEET * ITEMS SUPPLIED BY WENDY'S CONTRACTOR DMH SITE LEGEND SPILL CURB Zffi CURVE LENGTH HANDICAP RAMP TANGENT CHORD BEARING HANDICAP STALL C1(FIELD) CONCRETE 1 30.00' PERVIOUS CONCRETE - -�� PROPERTY LINE �- SIGN • BOLLARD 1 - EX. FIRE HYDRANT -x -x- FENCE on POLE MOUNTED AREA LIGHT Oe PROPERTYCORNER F.F.E. =Xmooc FINISH FLOOR ELEVATION RIM = 367.23' OJ / 16 1 0� J Q 1 i i 2 3 i ryry. /ti 1D W 23„ / /. / / o GENERAL NOTES: \ \ h "NO RN" RIM = 367.04' U TURN" ca RlM \ 0 SIGN COULD NOT ACCESS) 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY \ \ DBL. DI �` �-. 15" RCP TRAFFIC °• PREPARED BY.' AND FROM DEVELOPER PLANS PREPARED BY: \ RIM =367.05' SIGNAL BOX COMMERCIAL SITE DESIGN LARRY KING &ASSOCIATES \ \ INV. IN (W) = 363.50' �•+ /L (typ) ^ " ROAD 8312 CREEDMOOR ROAD 1333 MORGANTON ROAD, SUITE 201 \ INV. OUT (N) = 363.05' �`�\ \ q�j SIGN RALEIGH, NORTH CAROLINA 27613 FAYETTEVILLE, NORTH CAROLINA 28305 TELEPHONE: (910) \�ezF ✓ q /�'TFp FAX: (919) 848-3741 848-6121 4 8- 3 74 184 8 -6121 FAX (910) 483 -0052483 -4300 \ QY \ y 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THE CONTACTOR SHALL VERIFY THE EXACT LOCATION OF 0- UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. U UTILITY\ ELECTRIC HAT �O� � TiQ %y F a1 POLE BOX <F �� ` O Ta 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE W DENOTES !y 00 �� q +<` AND LOCAL CODES. Q J PERVIOUS \�` CONCRETE \\ �iTy �, �\ ` \ / 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO (typ.) W / \ \\ �L,Q �; \ THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTACTOR SHALL BE \ RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS �os OG qo O,� �\\ SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. o <Y OJ / I ^0 'QOM !y qf' ` TRAFFIC 5. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE qpJ O rSg, �1q SIGNAL BOX RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SMH s�%ys`r 2AS „ �YO i '° ' ,• (ryp') OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE lu RIM = 367.83' �� 6 F c'9T !y `S:pc "Nf CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF Q \ \\ O O ,o �; \ �, . 'CONCRETE THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE Q INV. IN (E) = 362.83' �, 22 J 2 / ^O' OG 4'O� `� 'i ISLAND CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO INV. OUT (W) = 362.58' `r O `� I 's `` wv a� y6' '° 1. - T ASSUMEFULL RESPONSIBILITY FOR ANY SUBSEQUENTMODIFICATION OF THE WORK . ° O MANDATED BY ANY REGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN "DO NOT ENTER ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTYAND LOCAL Z 16 29 .° OG R4iN\ `� AND "STOP °SIGN } 3RQ r ,.: v 'yam \\ �\\ CODES. IC = 367.84' O `tib �`�` (typ f 13 04, 41 `� ` to 6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES ��� AND RIGHT -OF -WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESEAREAS. 2 IZ `�\ • , y0• : GT O >y /2' �`�` \ 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMENAND PUBLIC J �yo` .`` O ` G r .\\ `y�•. SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM O / ° m `` �`� �. �' < Sri\ \ . "DO NOT ENTER" ~ ^/' DAMAGE. Ir O AND "STOP "SIGN 8. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN Z DMH ` U RIM = 361.72' 20' SANITARY UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY. Z INV, IN (NW) = 358.22' rr� V S . g ° SEWER EASEMENT `� O I �\�` 4i �� �`.oq . O . INV. IN (S) = 358.47' 9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEMAND /OR MATERIAL / i (�,,,,/ o` � 5'R � \ CF B.O.M. 2012, G INV. OUT (SE) = 357.72' Vim"" ov 2 PGS. 150 -153 0 INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. / /• O `���`� ti ��\�G�40i `�`.` ' 19 �OG \ \\ /i,Q-a ``�`�� .,� \ 10. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. Ln ? I j 4 'SANITARY SEWER \ \ /qh `�� \ W W LL R FORCE MAIN (PER \\ C 1 \ 7L `� 11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. ry H' \ DBL. D! �'y �� DEVELOPER'S PLANS) ' . ® .o 1 I 10'R 5,R �.�� 8 q0 `.\ 1 ` RIM = 361.66' �� ` `� \ FIRE HYDRANT (TYP.) \ INV. OUT = 358.71' 12. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE awe� Q2 Bo 1 .c ` . SITE TBM ON F LANG +\ y' ��S UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING o� �D ^.` CONSTRUCTION. P BOLT UNDER SET SCREW ELEV. = 363.85' ` �G i \ ``\° ` p, \� '� WATER 13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION 60° 1 18 11 0Y 3,R \\\ ZA. `\\ (NA VD 88) ��\ OG ^/ \ r N VALVE LIMITS" BROOM CLEAN AT ALL TIMES. y / ® 2 0 20'R . `� `� `` / 14. GENERAL CONTRACTOR WILL ERECT AND ILLUMINATE A SITE IDENTIFICATION SIGN, PER 5 11 2 \ 2 \ ` `. IRRIGATION \ / \ ' J J Q, \ .c `. \ �,`� OWNER'S SPECIFICATION. COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE e0 Q �� \ 'y `. \CONTROL VALVE 5 r7 gQ - 6 2a Q ASS \ `�`� ` / G \ �\\� 15. FINISH CURB AND WALK ELEVATIONS SHALL BE 6 "ABOVE FINISH PAVEMENT GRADE h` UNLESS NOTED DIFFERENT ON PLAN. t'O. 153 \ \\ ; gSS L \ \ 16 CONTRACTOR SHALL ENSURE THAT ADEQUATE SITE LIGHTING IS PROVIDED z J� O �0�• yp { ^ �Yt 1 PGS. 150 \` �l 1 B6 - \� PER OWNER'S SPECIFICATIONS. Q O ,�Q' �� • ? 1 \\ ® \\ II 11 / / OG \ \ 17. ALL RADII DIMENSIONS ARE TO FACE OF CURB. Q Ce O Qk!• f j,Iy „� +,t 30'R / 55'R ) \ / / / \ \ 18. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS Ce _ I, / / / WATER OL \ OTHERWISE INDICATED. Y/ / \ ! I LIGHT %/ / / VAULT \ 19. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE p UZ �• / I / /r / /CONCRETE PAD \ w 75� � ® ® -o,: � I POLE / / � / OG DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY w = MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN L*' 0 ACCORDANCE WITH THE SPECIFICATIONS. U w 2 1 20. ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS C / Nbj THAT ARE PLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND 3' P3 Od q 2 MULCHED WITHIN SEVEN (7) DAYS. i / 21. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON (I ?qo, 0'R / HIS INITIATIVE AND HATT NOHEXTRA COSTS HAVE OCAITED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER ® '9r• LJ7 =,( °, s `. O �.Pk<S i // 80� / OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL d 00 NON - SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA 20'R `.` �Q- �5 / / '� �/ / "ONE CALL "AT 800- 652 -4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. J M CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. Q 22. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND 0 z 0 SHALL CONFORM TO LOCAL REGULATIONS. f• a O Lo g t�k 0;= 7y� 1 r 28 // �SQg Q�' j Ile ?Q"P j/ / - 23. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER Z %- W BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 98% OF THE cos i 21 j g" i STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT. j Q M PUBLIC UTILITYAND 00 STORM WATER 24. THE CONTRACTOR SHALL MAINTAIN AN 'AS -BUILT "SET OF DRAWINGS TO RECORD THE V � W .✓ PERVIOUS / / / m Qw / / ACCESS EASEMENT EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT DRAWINGS SHALL BE GIVEN TO Z O O k� / Q- BOOK OF MAPS 2012, THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL 20'R CONCRETE n / {/ QU✓ / / PAGES 150 -153 LETTER TO THE ENGINEER. 111 0 w = �- Co 25. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND W J Z Lo ' SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS. Cl 26. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE 20' SANITARY SEWER EASEMEN / / / j 1 / STATE, COUNTY AND LOCAL CODES. V BOOK OF MA S2D,1$'PjG`ES 15D / / / O / 27. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRA WINGS FOR ALL BUILDING Z 3 ® 9 85LF a �/ y� v// JV // DIMENSIONS. ^b Q 0 `<:/� LOT 2 W C/) C D / 28. ALL PARKING LOT DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. LC NORTHGATE SUBDIVISION Z W W R n� / i / U� P/ �O / PLAT BOOK 2011, PAGE 641 29. CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETE PADS WITH O VJ I- 2 ER / / `� / / / / N/F MECHANICAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS. = Q Q PT RALPH HUFF HOLDINGS, LLC co Z:) OL SEWER D i / v / i �O / 30. ALL SEEDING, TEMPORARY AND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS Q = co CLEANOUT \ d i QQ J / PLAT BOOK 2012, PAGE 150 AND STANDARD PRACTICES. LL- -5R m \ 31. ALL ROADWORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF Q Q C) THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS __j = Z O SPECIFICATIONS ". t1� 0 20'R / % i i 32. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION �L �13 PURPOSES ONLY 207? IS ^/ i j j �` / 33. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE ® W� O2 2 on j OJ / IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM. 20'R 5/ /LIGHT JQ' / 34. CONTRACTOR AGREES THAT IN ACCORDANCE WITH REQUIRED TO ASS TED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND LOT6 __ -- \ / / Ptyp �j QV / COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF / NORTHGATE SUBDIVISION Z 16 - 20 0, \ / / / / �W / CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. PLAT BOOK 2011, PAGE fi41 \ \\ 37s % �O / THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO O 1 I NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND / ELMWOOD HOLDINGS, LLC ? o I NN 0 r\ i / /� O // HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OFANYAND ALL LIABILITY, / / REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, PLAT BOOK 2012, PAGE 150 / / / 20'DRAINAGE EASEMENT i \�` / �`� 4 / % / PROFESSIONAL. BOOK FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN BOOK OF MAPS 2012, PAGES 150- �' ' " "''+n„ PROFESSIONAL. FIRE HYDRANT ����? Sl1E...... /Y��4s •_O 'OUf✓ SITE IBM ON FLANGE S NP •`••'•'CORP" / BOLT UNDER SETSCREW �&• WQ� 'Py`y !. - q =;'Q S'\- y. C.B. (UNDER CONSTRUCTION) I I I i k<S ` 1 ELEV. = 359.83'' o£ SEAL TOP OF BLOCK = 357.26' - z INV. OUT= 352.26' SMH (NAND 88j O W p•0268 z'z' �.. 26��4yy11 �� V�� 'k = PROJECT NO. RIM = 357.85' 1 I I " / \ a' `+,, v r = ln''•. 0 INV. OUT= 347.85' I 1 1 n �' \ / '%� '% '• O : a '' '�iji �,Q?,'(` BRI -1301 1 Q / / i ss Il / yt PRtN CP ?,•• '',( LINE. I 11 .-�G1V NGR+(\{ G 2 •,'•,�1'..�....gEC',•` FILENAME: BRI1301 -SP SEWER �`.\ 11111lNy " " " " " " "' DRAWN BY JWR WATER I I / "� / /y CLEANOUT METER j j kQP i (tYP'1 SCALE: GRAPHIC SCALE S`r 4,/ , � .� zo 0 10 20 ao 20'SANITARY I 1 ?00• SEWER EASEMENT -r II i / S �`�` 1 inch = 20 ft. / CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA C1(FIELD) 46.43' 1 30.00' 1 29.31' 41.93' N 14 °0542 "W 88 040'14" Cl(REcom 46.41' 1 30.00' 1 - 41.92' N 14 °03'19" W I"= 20 DATE: 03 -2013 SHEETNO. C- 1 w BOOK OF MAPS 2012, PAGES 150 -153 / I