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Home My WebLink AboutSW6230606_Plansheet - Proposed Conditions/Site Plan_20230906 design, build GENERAL NOTES: STAKING PLAN 5' CONCRETE SIDEWALK I -==i w (FLUSH WITH PAVING) I 1. BASE INFORMATION IS FROM A SURVEY MAP ENTITLED "EXISTING co M HEAVY DUTY CONCRETE PAVEMENT I CONDITIONS LOTS1-3 FALCON CREST SUBD, BBQ TWP." DATED co , o i � 06/09/21 BY M�ERSTAN, PLLC LAND SURVEYORS OF 2411 US 64 � 6" 4,500 PSI CONCRETE ON 4" , ,? i cr OF CABC TYP. M i i BUSINESS WEST, PH: (919) 545-7001. 2. NO FREE STANDING SIGNS ARE PROPOSED AS PART OF THE Q THREE 25' US INTERNAL HEAVY DUTY ASPHALT PAVEMENT I ®- DESIGN. IF NEW FREE STANDING SIGNS ARE REQUIRED IN THE HALYARD FLAGPOLE 1.5" S9.5B ON \ � � ••• � � � / � ? FUTURE, IT WILL BE PERMITTED SEPARATELY. 3. ALL DENUDED AREAS NOT COVERED WITH IMPERVIOUS SURFACE OR o 2.5" 119.0 ON 8" ABC I NOTED LANDSCAPING TO BE PERMANENTLY SEEDED. �S.N""��""'�'.,, MUTCD R7-8 & R7-8D TYP. ASPHALT DRIVE , co �.•``� N �h'O '' � � 4. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR HANDICAP SIGNS WITH CONSTRUCTION SHOWN ON THESE PLANS. (D SS/0, ; VAN ACCESSIBLE SIGN POTENTIAL SIGN LOCATION, i 5. ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO BACK OF cn Q �9l PERMIT BY OTHERS / CURB/EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. o ! Lip 6' CONCRETE SIDEWALK , ' f 6. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN 2443 1 (FLUSH WITH PAVING) RELOCATED TRAFFIC SIGN ��-; "7 CONFLICT WITH LOCAL ZONING SETBACK REQUIREMENTS SHALL BE m a LOCATION, OUTSIDE SITE ' I IMMEDIATELY REPORTED TO THE CIVIL ENGINEER FOR ADJUSTMENT. co F �Q = TRIANGLE �' 7. LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE 0 '.,,�� NG I NE.,.r �Q`p�.c HANDICAP PARKING AND LOADING AREA. MAX 2% APPROXIMATE, CONTRACTOR SHALL CALL UTILITY LOCATOR TO VERIFY o ,, �f�'111jjjjj11,;" , M r" T THE LOCATION OF ALL EXISTING UTILITIES. N �.,,, P. P ��.� SLOPE ANY DIRECTION c 0 9/5/2023 8. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY i MEASURES, ACTIVITIES, AND BARRICADES FOR THE PROTECTION OF = NEW ASPHALT PAVING / FMB �FM m OH1 ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE. 0 3" S9.5B (2 LIFTS) ON 6" ABC CONTRACTOR SHALL INSTALL SIGNS, AND CONSTRUCT NECESSARY a TYP. OF HATCH �_ 32.11 oHE RAMPS, AS PER THE NORTH CAROLINA STATE BUILDING CODE, FOR O F 3 OPEN 0.2BG N7 13'Sg 0 � \ = pHE�oHE� ALL HANDICAP PARKING SPACES NOTED ON THE PLANS. U FUTURE HARNETT COUNTY CTP AND 10. FOR ALL HANDICAPPED PARKING SPACES, AS PER ADA CODE: CONCRETE WHEEL STOP I \ E� 1 REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE GREENWAY, BIKE, AND PEDESTRIAN � p OH PATH, 2" S9.56 ON 4" ABC TYP. ALL SPACES i \�` Q� I E OHE \ o \ IDENTIFIED BY ABOVE GROUND SIGNS ONLY; 2) NEW SPACES SHALL E TO BE CONSTRUCTED BY OTHERS / 1� 1� I I pNE \ o v> o AT FUTURE DATE y do NOT USE GROUND-PAINTED SYMBOLS; 3) ACCESSIBLE SPACES ARE ti 6 ' Ug� off I / \ REQUIRED TO BE STRIPED OFF ONLY. 4) STRIPING IS WHITE ON C SHOWN TO RESOLVE POTENTIAL O �o E I \ \ DARK PAVEMENT; BLACK ON LIGHT PAVEMENT. N CONFLICTS �' PTN I v> i S�pEP E o o S 11. INSTALL DIRECTIONAL ARROWS, LANE MARKINGS, "STOP" MESSAGES, 10 ' E�OHE \ I / \ yc� \ ETC. AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT .o a, !° • P�0 W l E�OH� R I \ _ \ �� PAINT.ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. USE WHITE 11cn EX 8 oHE ioNSTREET Y \ I I o \ s ` " - M co � o ° , 1 e oHE_° _ o ! I I I o \ \y y° PARKING CALCULATIONS d SIDE M �0 so EMERGENCY SERVICES- f12,200 SF 18 , ;_ E \ \ (1 SPACE PER 350 SF EXCLUDING 6,000 SF APPARATUS BAY) o x LL 00 PROPOSED PARKING: 25 , R FOR PAN _p _oH 0 STREET \\ a _ a 0' 2� I s EX 6 OHE oHE 1a � 9 ° \ ,�3 s \ N \ \ HANDICAP SPACES REQUIRED/PROVIDED: 1/1 CO CD 1 .75 BEN BASE H 1 �° ° a °° I ` - I = C) FM ON / °\ N J o co FM I 6,9 S' oHE w ° ° ° c,± I o \ y� a- HE iONE� ° -�a° ° ° / 10 S�DEP E_ _ _ ° s ° ° o COORDINATOR: PTH p ° I I o s� Blair Pittman -pHE_ T ONE�i o E .OHE�TRE 1 YPRD I I \ y DRAWN BY. I I �� Brian Caldwell =01 � 'pii� �10 S � � OHE� I OHE�� Q PROPOSED STATION I CHK BY: BPP K 0 ± 12,200 SF pHE SETgP� F F E 291 .00 SOH 35ONi 192.4� oHE �oH ° O II c�0 EX FIRE °1 HYDRANT \ = I I 11,51' Io I � \ N/F BENHAVEN EMERGENCY s • °° I I 10X20 SIGN \ SERVICES, INC s EASEMENT PIN# 9597-37-4281 3' w I HEAVY DUTY ASPHALT PAVEMENT \ ` PID# 039597 0014 01 I •� ° 45' 'rn / 1.5" S9.5B ON DB 3832 PG 965 'n' No I I 2.5" 119.0 ON 8" ABC I \ DB841 PG 632 6d51 I N a i U PC C SLIDE 191-D Z 2 o I I TYP. ASPHALT DRIVE \ PB 2020 PG 248 r; • 3' oa s ° ° n ROLL OUT TRASH CANS w cn ° 1\ ° I o I 5' CONCRETE SIDEWALK 4 I / I I (FLUSH WITH PAVING) N/F _ 1° a° c ° I l/ 1 I TINGEN POINTE HOA ASSOC C/O LITTLE & YOUNG INC. PIN# 9597-35-0720 PID# 039596 0088 88 a a DB 3552 PG 794 \ \ \ �\ ° s ° \\ 1 a I i ' 0 32 p5270"E I I DB 841 PG 632 \ \ \ ° ° °1 a s 1 1// a 1 $ � 7"ASS= i I J I1 PB 2007 PAGES 711-718 \ a \ s 1 - 02 ro 50' ` \a / 18' 'p?• s �? e 1 ° \' S77 1 1 \ � „w ° U I I W �g 5 57.7 ° s o I oz I CD AREA CONTAINED WITHIN SLOPE/DRAINAGE/ i I UTILITY' EASEMENT, AS OFFSET 20' FROM \ a� / it n^f I o I I IR PROPERTY LINE AND OMAHA DR R/W, PER PB2007 PG712 \ ^^D� ' 0 O L0 m I o / (� I z � z � CD 1 - - �s I o o cv I Q ��I � � � I Qv / � I i f o / r CALL BEFORE YOU DIG. = z Q 1 1 EDGE OF PAVEMENT ' / \ NORTH CAROLINA LAW REQUIRES NOTIFICATION OF yo THE UNDERGROUND FACILITY OWNER NOT LESS THAN TWO(2)BUT NO MORE THAN TEN (10) ' ^ STORMWATER CONTROL STRUCTURE ' / \�� / WORKING DAYS PRIOR TO EXCAVATION OR V ! O ' I DEMOLITION w AND ACCESS EASEMENT 16PCK i / / � I RTH CARO IN M HARNETT COUNTY NOTES �' �R' ' ' _ �y / II I 811 www.nc811 .org m 1. INSTALL DIRECTIONAL ARROWS, LANE MARKINGS, "STOP" MESSAGES, ETC. AS WOa�S i 04'0� I 1 II 1 -800-632-4949 MANUFACTURER'S SHOWN ON THE PLANS SPECIFCITH ATIONS.FUISEMWHTIEGPAINITT ACCORDING TO THE \ i � R1MET%FFE' OF BASE BENT 5,7�5.49' m 200AK I I i �5' PE �� Q North Carolina One-Call Center Inc. 24 X 36 2. NO HAZARDOUS MATERIALS WILL BE STORED ON THE PRPOSED DEVELOPMENT. I �I 1 - 2O� 3. PROPERTY OWNER WILL BE RESPONSIBLE FOR MAINTENANCE OF THE PARKING ` i AREAS, DRIVE AISLES, LANDSCAPE BUFFERING. ' do I I 4. ALL CONSTRUCTION SHALL CONFORM TO HARNETT COUNTY ENGINEERING \ DESIGN AND CONSTRUCTION STANDARDS. ` �� I REVISIONS 14 NOV 2022 5. SITE PLAN REVIEW AND APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON \ i 1 "' THIS PROJECT MAY BEGIN. REVIEW FEES ARE DUE BEFORE SITE PLAN 26GUM SUBMITTAL. � � ( No. DATE DESCRIPTION REV. BY 22-0011 6. NO SIGNAGE IS PROPOSED WITH THESE PLANS. ANY FUTURE GROUND SIGN \ i 41'W HARNETT COUNTY WILL BE PERMITTED SEPARATELY. / S��`03 84 \ yam/ Q 12.29.2022 COMMENTS BC 7. ALL MECHANICAL AREAS LOCATED ON, BESIDE, OR ADJACENT TO ANY i ' 115. VED FOR STAKING BUILDING OR DEVELOPMENTS SHALL BE SCREENED FROM THE VIEWS OF \ ' 0 6.9.2023 SCM EASEMENT UPDATE NN PLAN STREETS AND ADJACENT PROPERTIES. CONSTRUCTION o 8. ALL TRASH CONTAINMENT DEVICES, INCLUDING COMPACTORS, DUMPSTERS AND �' SCM EASEMENT UPDATE ROLL OUT CARTS, SHALL BE LOCATED AND DESIGNED SO AS NOT TO BE U N/F 3 8.31.2023 NN VISIBLE FROM THE VIEW OF ADJACENT RIGHT(S)-OF-WAY AND PROPERTIES. IBF NAIL AT BASE PIN# 95 A CHADWICK PIN# 9597-36-7576 THESE PLANS WERE USED FOR PERMITTING AND DO NOT REFLECT 9. SEE COVER SHEET (SHEET CO.0 FOR ALL BUFFER REQUIREMENTS) IBF .75 NAIL 0.5BG PID# 039597 0014 07 CHANGE ORDERS OR MODIFICATIONS MADE DURING CONSTRUCTION. 10. LIGHTING SHALL BE LOCATED IN SUCH A MANNER TO PREVENT OFFSITE GLARE STD 02 p1"W DB 842 PG 288 Q 11. HOURS OF OPERATION: 24HOURS, 7 DAYS A WEEK(EMERGENCY SERVICE) .62 DB841 PG 632 PC C SLIDE 191-B 0 10 20 40 60