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Home My WebLink AboutNCC216652_Site Plan or Location Map_20211201/ a :7„' %�-�r,� SITE LEGEND m 1.0 1 " 5„ o �� ' / �/ �w 6� — — PROPERTY LINE / �, ' o% 0. WAYNE ABBOTT \ / 1 % EASEMENT LINE Q Q o� y> N:724,571.97 WB 2010 PG 3308 �\ E.•2,015,730.76 PB 2009 PG 216 (/ /\ 1 d �'�� ' X FENCE 411 3 1A.PIN s. _ ZONING. PUD6CZ EXISTING PERIMETER �\ 1r0""/ — % \\ / / 0\ WAYNE ABBOTT 0 USE. VACANT / / �� \ � / 7' — 2oq o Pc 33os � — / STANDARD CURB AND _ / o / — — — — — — TREE TO REMAIN (TYP.) / I�. 1 �2.1 I 2X/ PG 1s \ / \ GUTTER 0 0 / / — — — — — — / �� 4.� 'O1 /4" \ \ 1 V .AhN 12617�2'�n1 191 0 �, Q c, / _ \ \ _ 1 gJV�" SPILL CURB AND GUTTER / / — — — \ p USE. RESIDENJVC(]� 4 j �� / Y EXISTING ROW �Q��Q / / �- �' — — — — �� \\ 9.2' \ `�''JY-//yy� / ° / / i 1 8„_ \��' \ - ■ ■ ■ ■ ■ ■ ■ ■ ■ PARKING SPACE COUNT �0.ob, _ �0 I 1 ��— ACCESSIBLE ROUTE c� , "�` — — — — — -Jul, � — — � 3 Q'/ � � \ �' � BUS QUEUE LENGTH z �23.8; O Fn ° o / / 25 ACCESS EASEMENT / 9.2 / 1 / / LIGHT POLE w _ LJ LIMITS OF TREE SURVEY (TO REMAIN) (TYP) / 20' TYPE A /� \ 20' BUFFER f �1d'7 / WHEEL STOP BUFFER 0 1n� / ACCESSIBLE PARKING �Q j �\ 1 y.5 TOWN OF APEX PUBLIC DRAINAGE EASEMENT �,/ / O U MARKING / ,� �e / / / / PB 2019 PG 118 12 Z F661 (V INDICATES VAN O �o o / /II ` ACCESSIBLE) z, Q `` J 40/ _ 1 1'"� I = J rn N y DIRECTIONAL PAVEMENT o q o Q I 1 Q Q N Z ARROWS m / / Q} Q��LLJ oa �n°,J z / o PROPOSED 00�12.2" 71, 111.E c%r6 I \1 ~ ACCESSIBLE RAMP PLAY FIELD 1 o / _ �° / 6 3 30" CURB 1 — DEPRESSED CURB RAMP N T 20, / / 21.252AC. (TOTAL) AND GUTTER o E all(12.916 AC NORTH & WEST OF DROPSEED DRIVE) (TYP) z z o Y / X /(7167ACSOUTH&EAST OFDROPSEEDDRIVE) STOP BAR (TYP) ��R15.00' �S A�ALr LIGHT DUTY ASPHALT = `� (1.619ACWlTHINDROPSEEDDR/VEWITHINAPEXCITYLIMITS) CROSSWALK / O wi CD w r` LINDERMAN PROPERTIES, LLC, et.al. (TYP) < J �_o o / ♦ �S Q DB 18297PG2076 PAVEMENT 10'x70' _ HEAVY DUTY ASPHALT O 25' ACCESS PB 2016 PG 160 ♦ y O o / PIN0712642296 STRIPING (TYP) �. EASEMENT SIGHT X X I MATCH 0 6' / / i ,• ry TRIANGLE ;� EXISTING Q coo z 24 n. / + I SIDEWALK o Q o cv / S 1 AND / +++++ (TYP.) e STANDARD DUTY CONCRETE ^ z w = o ° I ,. / / 6 138.00' + + + + SIGNS / ++++++++ + + / 0 o J o / / / ♦♦♦ 9 / / ++++++++++#0�4F PUBLIC DRAINAGEEASEM T 013�4 v 6. . HEAVY DUTY CONCRETE w PROPOSED ♦ + + + + + + + + + + / o z ; �.. � r\ DUMPSTER ♦♦ + + + + + + + + + + + ` � ^ w co ' OPOSED + + + + + + + + + + + + + W ^ v N ,, J cn / / / ♦♦ N + + + + + + + + + + + + + ♦ �� . SIDEWALK + + + + + + + + + + + + + + i Q c0 ^ U CONCRETE SIDEWALK w °' / / ♦ 'jI / (TYP.) + + + + + + + + + + + + + + + = J N o a: o. J rn + + + + + + + + + + + + + + + + + W O N ^ ^ W > R 15. 0' -1' I C9 � "o 0 0 � � • � . EN w Lei / / STOP 10'x70' + + + + + + + + + + + + + + + + + + Q Q ^ N Z o z CONCRETE SIDEWALK (TYP.) 5 SIGN SIGHT + + + + + + + + + + + + + + + + + + + m m o ��, ASTROTURF PLAY FIELD N ~ O 0 6 + + + + + + + + + + + + + + + + + + + + Q L ry + + + + + + + + + + + + + w n R50.00' TRIANGLE + + + + + + + + + + + + + + + + + + + + I W W o + + + + + + + + + + + + + ■ Q > + + + + + + + + + + + + + + + + + + + + Z + + + + + + + + + + + + + /.—+ + + + + + + + + + A + + + + + + + + + 10' SETBACK FROM BUFFER STOP + + + + + + + + + + .1 010�+++++++++++++++++ ~ � / / 9 O / SIGN -f' + + + + + + + + + ,p / p�• f ++++++++++++++++++++�}�OOs�� +++++++++++++ LIMITS OF TREE SURVEY / / s. O J� + + + + + + + + + + ,��,�Qo + + + + + + (TO REMAIN) / ,`Q�' + + + PROPOSED + + + F� + + + + + + ' 0 + + + + + + + + + + + + + / n (n 30.0�1' 30' TYPE E BUFFER R20.00 0 + + DUMPSTER + + + + + + + + + + + \ / / l/0 tih I / EXISTING PERIMETER TREE + + + + + + + + + + + + + + + + + + / oQ0 �& R20.00'++++++++++++++++++++++++++++++++++ I ` O / (>10" DBH) TO REMAIN i o / / / LIMITS OF TREE SURVEY (TO REMAIN) (TYP) cn AND4" CURBGUTTER �� / + + + + + + + + + + + + + + + + \ (WITH CRITICAL ROOT ZONE) 0 + + + + + + + + + + + + + + + / (TYP) 7 5 % + + + + + + + + + + + + + + 20' WIDE SLIDING 1 SIGN EASEMENT \ .. + + + + + + + + + + + ++++++++++++ VEHICLE ACCESS GATE �o1s PG 401 < HORT �= . J / / ERM/ + + + + + + + + + / PROPOSED ISITO o + + + + + + + 2�8 = / / PARKI !, + + + + + + 1 ADMINISTRATION + + + + + E p 14�� BUILDING 10 / // / `'' + ++++++++ 4' BLACK/CHAIN LINK a� +++++ VINYL COATED \ 87 P 28,240 SF ?4 R 8 0 ' / i ° 1q. PROPOSED PARKING SPACES 0' / / BIKE �Q�, + + FENCE (TYP) o RETAINING WALL 2 FFE = 326.00 ~� 6 / / // RACKS r , VEHICLE LOADING gtijBE f i W/ 4' VINYL COATED \�s / / / / (TYP) .� ° ZONE (3 WIDE BY �qR �T'�/Gy�RO \ _ �� ( CHAIN LINK FENCE 4 CARS DEEP) T aa� 40 �l 5 HANDICAP / n SPEED �/OTHP�jB — r SIGNAGE�•� ,.. • f i `t �/iLj/T25��CRj� \ \ ` / -�"1. / BUS < o REPLACES, R800. / / / / PARKING R80.00' n EXISTING '= Q 10.00 SIDEWALK / \ \ (TYP.) p 'd / / / ,: •;�;'< \ 3: MERI TAGS HOMES OF O �'� D• / / l / ° PROPOSED / 1/ / BENCH > r R44.00' x RETAINING WALL 1 -- THE CAROLINAS, INC. 4, T 16 39. 0' ( ) �, DB 16284 PG 79 Pe 2820 Pc 939 V %/ / / / �� < <: :' I W/ 4 VINYL COATED PIN 0712636502 0 . 1 CHAIN LINK FENCE ZONING. PUD-CZ 10' B \ / / / � o USE.• RESIDENTIALNL " � jar/ U rU \\ �► 3 / / 5 C I_ -rnN j�j \ / / / oQoz Y o p h\ / / / / / / A HANDICAP REPLACE / / / I W 0 aMo N ^ W R380. / / / 7 SIGNAGE / / n EXISTING \ \ PROPOSED a / CURB / / PROPOSED 2 STORY I m m N y TYP. \ \ STORMWATER BMP 2 / / o - (TYP.) \ \ \ / / / / % ELEMENTARY 69,231 SF SCHOOLPl C1.2I' a \ \ \ OF APEX PUBLIC DRAINAGE EASEMENT / / / 71 PARKING SPACES E \ / PB 2020 PG 940 ) / FFE = 316 00 E \ PROPOSED / / / / / HIGH DEMAND ° � POND ACCESS \ \ EASEMENT / f / I / 7 QUEUE LENGTH 631 FT �'/, \ / \ \ \ so / R s. SITE PLAN NOTES: , // ,/ ,' QUEUE li ' �/� \ p, / / / / / PROPOSED 1) IF BUILDINGS ARE TO BE DEMOLISHED, A COPY OF THE DEMOLITION NOTIFICATION FROM THE NC \ \ \ / ' / / , / / 24" CURB LANE 2 AND GUTTER / / / STORMWATER BMP 1 \ � � HEALTH HAZARD CONTROL UNIT AND AN ASBESTOS INSPECTION REPORT FROM A NC ACCREDITED / / / c QUEUE / / / PROPOSED ASBESTOS INSPECTOR MUST ACCOMPANY THE APPLICATION FOR THE DEMOLITION PERMIT WHICH \ \ i � , / / 7 o � (TYP) / / POND ACCESS 20' TYPE A MUST BE OBTAINED PRIOR TO START OF THE DEMOLITION. \ \ / / , / / LANE 3 / / EASEMENT I BUFFER 2) ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL NOT REPLACE SIGN / / / / QUEUE ° - ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED AREA (E.G. RCA, THE CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHTS -OF -WAY), AND SHALL BE CONTAINED ENTIRELY EXISTING SIDEWALK EASEMENT / / i / / / z 3' GATE / 20.00' AVERAGE DAY QUEUING LANE 1 1,158 Ft LANE 2 1, 382 Ft LANE 3 1, 438 Ft TOTAL 3,978 Ft ON SITE. (TYP.) / , / / / 4 BLACK / / / j \ / E 3) SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO, / / / VINYL COATED / / / v I TOTAL ON —SITE PROVIDED STACKING PLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY ASSOCIATED WITH THEM (BENCHES, TRASH MERITAGE HOMES OF / / / / ( 4�' FENCE (TYP) / / / �- — J CONTAINERS, SIGNS, ETC.) MUST MEET ANY APPLICABLE STANDARDS FOUND IN THE TOWN OF APEX THE CAROLINAS, INC. \ pi / / / / / / �� L I_e (AVERAGE + HIGH DEMAND) = 4,849 FT STANDARD SPECIFICATIONS AND STANDARD DETAILS AND THE REQUIREMENTS OF THE TOWN OF APEX DB 16284 PG 79 PB 2020 PG 939 \ � \ / 7 �� PARKS AND RECREATION DEPARTMENT. PIN 0712636502 R68.00' / / O0 ' ,� 4) THE SCREENING OF LOADING DOCKS, ROLL -OUT TRASH CONTAINERS, DUMPSTERS, OUTDOOR ZONING. • PUD—CZ OQ.}�O / STORAGE, MECHANICAL AND HVAC EQUIPMENT, AND SIMILAR FACILITIES ON THE ROOF, GROUND, OR USE.- RESIDEN7AL < BUILDING SHALL MEET THE REQUIREMENTS OF LIDO SEC. 8.2.8. SPECIFICALLY, SCREENING MUST BE J O � DONE SO THAT: MATCH \ � � ` � p 8 \ � / / i � cs ASPHALT 1 a. IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND LANDSCAPE. EXISTING \ \ \ �cb \ \ / / )/ / , / O b. SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL MATERIALS OF SIDEWALK \ \ \ 6 \ q / O. — THE BUILDING OR LANDSCAPE, AND ARE SIMILAR IN MATERIALS AND COLOR. (T) \ \ \ \ \ \ 9 \ \ R / / EXISTING CONDITION NOTES c. SCREENED ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC STREETS, AND A / Q TOTALLY OPAQUE SCREEN IS ACHIEVED. \ \ \ \ \ \ \ d. ANY GROUND -MOUNTED HVAC OR OTHER MECHANICAL OR UTILITY EQUIPMENT SIX (6) FEET TALL p� \ \ \ \ \ \ R1 / / / / / 1. EXISTING INFORMATION SHOWN TAKEN FROM AN "BOUNDARY & TOPOGRAPHIC OR HIGHER MUST BE FENCED AND LANDSCAPED. 10'x70' h \\ \ / / / SURVEY, PROPERTY OF LINDERMAN PROPERTIES, LLC, ET.AL., PREPARED FOR °, e. DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS BE EIGHT (8) FEET TALL OR SIGHT \ j� / / / / r REPLACE EXISTING THE HEIGHT OF THE DUMPSTER, WHICHEVER IS GREATER, AND BE BUILT OF MASONRY MATERIAL WITH TRIANGLE \ \ 26.00 — — &99:00 / / / SIDEWALK (TYP.) LEGACY IMPACT CAPITAL, WHITE OAK TOWNSHIP, WAKE COUNTY, NORTH J \ � � ° OPAQUE GATES. WHERE PRACTICABLE, SHRUBS OR OTHER PLANTS MUST BE PLANTED OUTSIDE THE \ — / / CAROLINA", DATED MARCH 29, 2021, AND PROVIDED BY RILEY SURVEYING, P.A., n ° ENCLOSURE TO VISUALLY SOFTEN THE APPEARANCE. \ \ \\ / / / / �. 0�� MERITAGE HOMES OF 3326 DURHAM CHAPEL HILL BLVD, STE B-100, DURHAM, NC 27707, > 5) ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED BEFORE A \ \ _ — — — — — — / / \��1 ��G� THE CAROLINAS, INC. PHONE919-667-0742 ° FINAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR ANY BUILDING WITHIN THAT PHASE. \ / Q`o Q DB 16284 PG 79 u HIGH DEMAND \ 5� 2. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD 6) PRIOR TO SCHEDULING A FINAL SITE INSPECTION, ALL SITE ITEMS (E.G. LIGHTING, LANDSCAPING, QUEUE LENGTH \\ — — — — — — — ' / (�� 0�11\ti / PB 2071 PG 1126 10.00' \ --A s /w / P� �� PIN 0712636571 AREA BASED ON THE FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER n ° MULCHING, SCREENING FOR DUMPSTERS, MECHANICAL EQUIPMENT, HVAC, ETC., SEEDING &SITE 240 FT \ _ — — _ / �P� �a zoNiNc.• PUD-CZ STABILIZATION, AND PARKING AND PAVEMENT MARKING) MUST BE COMPLETED. \ — — — — / /. JP� 5Q� 3720071200K DATED FEBRUARY 2, 2007. � \ / USE' RESIDENTIAL 7) INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF THE SITE PLAN APPROVAL PROCESS. A \ X �� n SEPARATE SIGN PERMIT MUST BE OBTAINED PRIOR TO INSTALLATION OF THE SIGN. MULTIPLE USE \ \ % ��' THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED _ / SOLELY PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. LOTS, NON-RESIDENTIAL SUBDIVISIONS AND MULTIPLE TENANT LOTS MUST SUBMIT A MASTER SIGNS ENT 0 NORTH ° PLAN FOR APPROVAL. DRAIP1AG 8 RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER THAN FIVE FEET IN HEIGHT 10' BUFFER �jOWN OF APM6 p6 � 2p20 PG 941 REPLACE EXISTING PUBLIC WORKS — TRANSPORTATION WATER RESOURCES — SMRMWATM _ PB CURB (TYP.) WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS, INCLUDING RETAINING WALLS OR o / BUILDING INSPECTIONS PLANNING MECHANICALLY STABILIZED EARTH WALLS, SHALL BE DESIGNED AND CONSTRUCTED UNDER THE ° RESPONSIBLE CHARGE OF A REGISTERED PROFESSIONAL ENGINEER AND COMPLY IN ALL ASPECTS p ® ASPHALT / WITH THE NC BUILDING CODE SEC. 1610. RETAINING SYSTEMS MEETING THESE CRITERIA WILL REQUIRE GRAPHIC SCALE IN FEET WATER RESOURCES — UTILITY ENGINEERING PLANNING — TRANSPORTATION A SEPARATE BUILDING PERMIT PRIOR TO THE START OF WORK. ALL RETAINING WALLS AND OTHER OR EE/f 0 25 50 100 RETENTION STRUCTURES MUST BE INTEGRALLY TINTED OR STAINED A MEDIUM OR DARK BROWN OR ' �� T ELECTRIC FIRE q ° RUST COLOR OR BE COVERED WITH A MASONRY VENEER THAT IS A MEDIUM OR DARK BROWN OR eJ V `i RUST COLOR. o VARIABLE WIDTH PUBLIC RAN WATER RESOURCES — SOIL & EROSION PARKS, RECREATION do CULTURAL Z CONTROL RESOURCES ~ _ � w w 0 v 0 O N O O w O O w N = cn �\ cn Q m � co cS o m o Q r-) � LJ w z z w Y 03 Y O O Q (n Q w cn o o z Q J W m Q z_ C J O Z Q U W � 0 T Q O z � Ww2 oLL U Q a W W LLJ J CU a�Z Z LLJ X CU LLJ Q I..L v Li O z O SHEET NUMBER C2.0