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HomeMy WebLinkAboutZ-7823 Map30'-0' 17'-4" 5'-1 B" (NP) TOWER'j I 10" 1'-D" 3'-6" 1'-0 CONCRETE APRON (SEE NOTE 7) j Fli- ROOF LINE ABOVE TI LCL OF WAVEGUIDE 80.0` A.F.F. o ATTIC ACCESS PANEL (SEE DWG. A3) I I I r I i I i i I 11'-0" I 1 1/2" RIGID INSULATION, PLYWOOD LINING AND GYPSUM DRYWALL (SEE DETAIL ON DRAWING A2) I I I L--------------- — J W -O' 3'-4'f CONCRETE APRON (SEE NOTE 7) £ UIPMENT BUILDING ROOM FLOOR PLAN SCALE: 3/16' = 1'-0' ROOF OVERHANG AT APRON (TYP.) GUTTER DOWNSPOUT 24 GUAGE 4"x4" (TYP 6) PREFABRICATED ALUMINUM GUTTERS TYP REFLECTED ROOF SOFFIT PLAN SCALE: 3/16' = 1'-O' PRELIMINARY 4' 2' 0' 4' B' 16' I ] ! I I I GRAPHIC SCALE: 3/16' = 1'-0' CONFIGURATION 4 GENERIC BASELINE: E -1611*3 1. CONCRETE MASONRY UNITS SHALL BE SPLIT FACE TYPE. BIEGE IN COLOR. THE CONTRACTOR SHALL SUBMIT COLOR BLOCK SAMPLES FOR APPROVAL PRIOR TO ORDERING BLOCK. 2. ROOF MATERIAL SHALL BE STANDING SEAM METAL ROOF WITH HIDDEN CONNECTORS, BROWN IN COLOR TO COMPLIMENT THE BLOCK COLOR. 3. RIDGE VENT: 20 SO IN NET FREE VENTILATION AREA PER LN FT VENT PRODUCT SHALL COMPLY WITH THE NET FREE AREA REQUIREMENT RECOGNIZED BY SOCA 4. THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES WITH MANUFACTURER OF EACH DEVICE PRIOR TO CONSTRUCTION OF CMU BUILDING. 5. ALUMINUM GUTTERS k DOWNSPOUTS SHALL BE THE SAME COLOR AS THE ROOF. 6. VENTED SOFFITS SHALL BE LOCATED AS SHOWN AND PROVIDE A MINIMUM OF 4.22 SF OF FREE VENT AREA 7. DOOR HOLDERS SHALL BE INSTALLED IN CONCRETE APRONS. SEE SECTION 08110 FOR DETAILS. I I I i I I ITEM .I DESCRIPTION 01 AS REQUIRED DOOR 3'-6' x 7'-10'x 1 3/4' Q AS REQUIRED DOUBLE DOOR 3'-O"x 7'-10"x 1 3/4" Q •11 1 '1� � I I I I I I 52706' II III 05 I � � ►SII © 2'-10'x1'-11' WAVEGUIDE OPENING I �I�II RI EL / {IsiI �.:. -.ii�f���>irrli�>r11�=�rrlrilil� lllllllll!llillA�,.r�.,��� ■!illliililliRtiiiili i��- illi !ll _� �ilrlll�w:x•=!!!!lll�iwww Z!!ii illli!!i !!wi■ © ■ll!!ll!■ © �!llll!!!! !� f ■■ VENT FLASHING !ll!liill!!llt�r+����� ■alilllll!llilwxrr !!laiilalllllir I i Ill■ llSil IJl■ 11 •/ 1 I!lwfw !lliK ■ll!!lll11 IliirKilllll!liirRilll 11 ■! l!!!!ii!llllilri !!!!lillilliilNM lilllllllllll li (SEE DG3 1 1 C41 ailrwiillllll!llliirlllll I!liiilllll!!llillli Aiiiillllll!!lilrrllll 11 _ illlill Ili i!!!i I Ilii STANDING SEAM METAL ROOF liiiiwiiiiiiiirl iiliiiiliiliiAr ii I II II I EXTERIOR WALL ' I I LINE BELOW 11 • 1 EDGE OF ROOF - EQUIPMENT BUILDING ROOF PLAN SCALE: 3/16' = 1'-0" SEE NOTE 3 . REFLECTED ROOF SOFFIT PLAN SCALE: 3/16' = 1'-O' PRELIMINARY 4' 2' 0' 4' B' 16' I ] ! I I I GRAPHIC SCALE: 3/16' = 1'-0' CONFIGURATION 4 GENERIC BASELINE: E -1611*3 1. CONCRETE MASONRY UNITS SHALL BE SPLIT FACE TYPE. BIEGE IN COLOR. THE CONTRACTOR SHALL SUBMIT COLOR BLOCK SAMPLES FOR APPROVAL PRIOR TO ORDERING BLOCK. 2. ROOF MATERIAL SHALL BE STANDING SEAM METAL ROOF WITH HIDDEN CONNECTORS, BROWN IN COLOR TO COMPLIMENT THE BLOCK COLOR. 3. RIDGE VENT: 20 SO IN NET FREE VENTILATION AREA PER LN FT VENT PRODUCT SHALL COMPLY WITH THE NET FREE AREA REQUIREMENT RECOGNIZED BY SOCA 4. THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES WITH MANUFACTURER OF EACH DEVICE PRIOR TO CONSTRUCTION OF CMU BUILDING. 5. ALUMINUM GUTTERS k DOWNSPOUTS SHALL BE THE SAME COLOR AS THE ROOF. 6. VENTED SOFFITS SHALL BE LOCATED AS SHOWN AND PROVIDE A MINIMUM OF 4.22 SF OF FREE VENT AREA 7. DOOR HOLDERS SHALL BE INSTALLED IN CONCRETE APRONS. SEE SECTION 08110 FOR DETAILS. WALL OPENING AND DOOR SCHEDULE ITEM .I DESCRIPTION 01 AS REQUIRED DOOR 3'-6' x 7'-10'x 1 3/4' Q AS REQUIRED DOUBLE DOOR 3'-O"x 7'-10"x 1 3/4" Q •11 1 '1� � 1 52706' II III 05 I � � ►SII © 2'-10'x1'-11' WAVEGUIDE OPENING I �I�II 1• 1 �. �.:. -.ii�f���>irrli�>r11�=�rrlrilil� lllllllll!llillA�,.r�.,��� ■!illliililliRtiiiili i��- illi !ll _� �ilrlll�w:x•=!!!!lll�iwww Z!!ii illli!!i !!wi■ © ■ll!!ll!■ © �!llll!!!! !� f ■■ i !ll!liill!!llt�r+����� ■alilllll!llilwxrr !!laiilalllllir I i Ill■ llSil IJl■ 11 •/ 1 I!lwfw !lliK ■ll!!lll11 IliirKilllll!liirRilll 11 ■! l!!!!ii!llllilri !!!!lillilliilNM lilllllllllll li I i � I !ll Illi 111 ailrwiillllll!llliirlllll I!liiilllll!!llillli Aiiiillllll!!lilrrllll _ illlill Ili i!!!i I Ilii Iii!! lllill!!lwrrllll l—�—rrllllllr--"`Yf ���� liiiiwiiiiiiiirl iiliiiiliiliiAr ii ilrirlllllwiliiiiir wo I 1 1 ■!i I!=■ Ill1=11110111Iimi 11 • 1 ii II lllllllii aEm.!ll■ Irrlll■ . w.�aurll�ngi•�rial*rv� ._........ 1 1• 1• � 0 1 1 1 1 1 1 1 1 1 1 1 1 '11 1 •'1 _ Ii�IIII I:I.Is�:II�IIII�I fallr������1�llll 11 '1 lilri'���� ■III lii111111 Mwill MIi �_rPrlllrrlrrri�urtirlrllrllillliil •lillfil r7ilirAwi!!l■ r+Ilwrlr 4rrrrl�llihlflA rl IAA��aw:�ll1!!�!liiil�lili rl Illlr "'��iw " ilrNllMi! mm—_ r �ill!llrl -llli!liiillll!!wi!!lS 1 wlllllilliiilll� l!l!l!lil--7!!!lliil■ Ill!!l!ll�Illiliilil lili lllii © l!!iliilrlr _ 1 1 Ilii ■!fill ! �lil1 : 'wl•I��w��Ttllls ■I Il!!�� llllllllr �'! n li=!!Illi llai7�!!!w !!!!l!!!! Of illlz_i Nl • llla ■!!!I■I i �!il���i���iii�a Iliiiilliliill!! IM �llillll lllliiwlili! ■llll i Elll�illilllI=lllit is O Illlllllililll l! :!!!!!illi!!!!!!! ill lll!!!!ll�i!■ mill !!lM ■!!lI ■ Elli!lllilllilli ■I liiiiilill!!!l!i 1' 1 Illllilllillll!!ii!!l !i!i!l!l!l!ll Illi!!■ 1 lll� ■l ilI ■ sElil•illllllllli■Illrlillllillll!!iilll 'I 1ll---lll!!l!l!- l!!llllill!!ls ----- 1. 1 1 1 1 1 i 1 1 1 REFLECTED ROOF SOFFIT PLAN SCALE: 3/16' = 1'-O' PRELIMINARY 4' 2' 0' 4' B' 16' I ] ! I I I GRAPHIC SCALE: 3/16' = 1'-0' CONFIGURATION 4 GENERIC BASELINE: E -1611*3 1. CONCRETE MASONRY UNITS SHALL BE SPLIT FACE TYPE. BIEGE IN COLOR. THE CONTRACTOR SHALL SUBMIT COLOR BLOCK SAMPLES FOR APPROVAL PRIOR TO ORDERING BLOCK. 2. ROOF MATERIAL SHALL BE STANDING SEAM METAL ROOF WITH HIDDEN CONNECTORS, BROWN IN COLOR TO COMPLIMENT THE BLOCK COLOR. 3. RIDGE VENT: 20 SO IN NET FREE VENTILATION AREA PER LN FT VENT PRODUCT SHALL COMPLY WITH THE NET FREE AREA REQUIREMENT RECOGNIZED BY SOCA 4. THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES WITH MANUFACTURER OF EACH DEVICE PRIOR TO CONSTRUCTION OF CMU BUILDING. 5. ALUMINUM GUTTERS k DOWNSPOUTS SHALL BE THE SAME COLOR AS THE ROOF. 6. VENTED SOFFITS SHALL BE LOCATED AS SHOWN AND PROVIDE A MINIMUM OF 4.22 SF OF FREE VENT AREA 7. DOOR HOLDERS SHALL BE INSTALLED IN CONCRETE APRONS. SEE SECTION 08110 FOR DETAILS. lI WALL OPENING AND DOOR SCHEDULE ITEM MASONRY OPENING DESCRIPTION 01 AS REQUIRED DOOR 3'-6' x 7'-10'x 1 3/4' Q AS REQUIRED DOUBLE DOOR 3'-O"x 7'-10"x 1 3/4" Q 54'x32' HVAC DUCT OPENING (SUPPLY) ® 52706' HVAC DUCT OPENING (RETURN) 05 36706" PRESSURE RELIEF DAMPER AND HOOD © 2'-10'x1'-11' WAVEGUIDE OPENING lI BRACE _ BAND 0 o 2 1 PIPE CORNER POST TRUSS BAND OUTRIGGER TYPE TERMINAL POST TOP (TYP) 1 1/4" PIPE TOP RAIL RAIL END CUP WITH STRAIGHT LUG BRACE RAIL 1 1/4" PIPE TIE WIRES C1' 12" O.C. STRETCHER BAR STRETCHER BAR BAND -® 15" O.C. MAX. ROD BRACE WITH ADJUSTABLE TIGHTENERS & FITTINGS 2' MAX - BOTTOM OF FABRIC k TO FINISH SURFACE fl TYPICAL CORNER AND BRACE POST FOOTING 1'-4" DIA. SONOTUBE 10'-0" MAX (TYP) 3 LINES BARBED WIRE OUTRIGGER TYPE LINE POST TOP WITH (45' OUTWARD PROJECTION) BRACE & TRUSS •AND t+++tft+i+iii• 1 10; I�� t� t+++1++++++t+►i-ttii+i*'•I�•4++++ A*'. t++i+++i+it•+++i+i/a+iii+i �'t+it++• '' t+1tt♦++t++ti++SIF++t ++� �:'t•i+ +++7•+ttft+t•+t+*++!•!•rt+ ♦t♦+++♦ti+t+♦+ii a t+ti •++i+%%++��i+%iii*i+%iii+%%� �"!��zi+ %ri ���i%iia*+�*�i��%+�++ ti%���+�i+��«%��� �• � ail=El=lI=1=11--1l—If' =11= (SEE NOTE 7) PERIMETER FENCE SCALE: 1/2' = 1'-0" SEE SINGLE SWING 2'-0" 16'-0" GATE DETAIL GATE HINGE �� WELDED FRAME (TYP) CONSTRUCTION GATE TENSIOBAND N LATCH .+ C....... GATE SECURE -GATE LATCH J"Z / VERT. RAIL o \� 2" MIN w (TYP) N V WELDED FRAME CONSTRUCTION CL ROAD z BOTTOM HORIZ. 2" MIN t (NP) � z N U 16' SLIDING GATE SCALE: 11/2' = 1'-0" THE SPECIFIC DETAILS OF THE SLIDING GATE SHALL BE SUBMITTED BY THE MANDIFACTURER FOR APPROVAL PRIOR TO PROCUREMENT B'-0" DETAIL "A" THIS DWG 1'-4" DIA. SONOTUBE F V-4" DIA. SONCTUBE SEE SLIDING GATE DETAIL FOR MORE NOTES SINGLE SWING GATE SCALE: 1/2" = 1'-0' BRACE 1 1/4" PIPE BARBED WIRE SPACED EVENLY - 1 1/4" PIPE TOP RAIL FENCE E FABRIC FENCE 9GA. WIRE jI FABRIC &P LINE 1 vrrorR 2" GROUND CLEARANCE J GATE OPERATOR o � CONCRETE FOOTING 10'-O" 2' V 0' 2' 4' 8' GRAPHIC SCALE: 1/2' = 1'-0' NOMINAL PIPE SIZES (NPS) (INCHES) 1-1/4 NOTES: ICONFIGUIPATION 4 GENERIC BASELINE MINIMUM WALL THICKNESS (INCHES) 0.140 1. REFER TO SPECIFICATION SECTION 02831 FOR DETAILED 1.900 REQUIREMENTS. 2 2. ALL PIPE SHOWN SHALL BE IN ACCORDANCE WITH ASTM F1083 0.154 STANDARD WEIGHT PIPE (SCH. 40) SIZES SHOWN ARE NOMINAL PIPE 2.875 SIZES. 3 3. ALL PIPES SHALL BE HOT -DIPPED GALVANIZED. 0.216 4. ALL PARTS SHALL BE HOT -DIPPED GALVANIZED PRIOR TO 4.000 ASSEMBLY. ALL WELDS TO BE COLD GALVANIZED. 5. CROWN FENCE POST FOUNDATIONS - TYPICAL ALL POSTS. 6. FOR FENCE GROUNDING DETAILS, SEE DWG E13. 7. UNE POSTS SHALL BE SPACED AT A MAXIMUM OF 10 FEET. SPACE 1/2" PIPE GATE POST LINE POSTS EVENLY. BRACE RAIL 1 1/4" PIPE 8. ALL FENCE POST FOUNDATIONS SHALL BE POURED MONOLRHICALLY. SEE DWG E39 FOR ADDITIONAL MOTORIZED SLIDING GATE DETAILS. 10 BRACE WITH9. SHOP DRAWINGS AND DETAILS FOR THE FABRICATION, MOTOR AND JUSTABLE 'HTENERS POWER, INSTALLATION AND CONSTRUCTION DETAILS FOR THE MOTORIZED FHTINGS SLIDING GATE SHALL BE PROVIDED BY THE MANUFACTURER AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL. NO PROCUREMENT OR WORK ON THE MOTORIZED GATE SHALL BE DONE UNTIL THE SHOP DRAWINGS AND DETAILS HAVE BEEN APPROVED BY RAYTHEON. NOMINAL PIPE SIZES (NPS) (INCHES) 1-1/4 OUTSIDE DIAMETER (INCHES) 1.660 MINIMUM WALL THICKNESS (INCHES) 0.140 1-1/2 1.900 0.145 2 2.375 0.154 2-1/2 2.875 0.203 3 3.50D 0.216 3-1/2 4.000 0.226 A DETAIL C4 SCALE: NONE PRELIMINARY SIDE VIEW SEE NOTE 5 NON -SHRINK GROUT CHAMFER 1' x 45' Aj 4" BELOW FROST z DESIGN DEPTH o B� tV 3/4" GRSC 0 REDUCER AFTER 7 EXOTHERMIC WELD (TYP) #3 TIES 012" MAX J 1 1/4"0 GRSC CONDUIT W/ 1' PROJECTION SEE DRAWING E3 FOR DETAILS M o I JA I- FINISH GRADE IB , DELETE FOR ONE BASE (4)-1"0 A.B. 40" (SEE NOTE 4) (6)-#4 VERT. REBARS 3' CLR. (TYP.) 2'-0"0 SEE NOTE 6 ELEVATION WRETE FILLED SONOTUBE 0 A.B. 40" (SEE NOTE 4) SECTION "A -A" X(6)-#4 VERT. REBARS ® 60' SPACING a o 4 0 0 #3 TIE SECTION "B -B" LIGHT POLE FOUNDATION SCALE: 3/4" = 1'-0' NOTES: 1. THIS DETAIL APPLIES TO AREA LIGHT POLES AS SHOWN ON THE SITE PLAN (SEE DWG C1). 2. LIGHT POLE WITH BASE PLATE SHALL BE AS SPECIFIED ON DRAWINGS E3 k E21- 3. CONCRETE SHALL BE 3000 PSI. 4. PROVIDE LIGHT POLE IN ACCORDANCE WITH SCHEDULE ON DWG E21, WITH REQUIRED HARDWARE IN ACCORDANCE WITH POLE MANUFACTURER RECOMMENDATIONS. 5. INSTALL LIGHT POLE PER MANUFACTURER RECOMMENDATIONS AND INSTALL NON SHRINK GROUT AS REQUIRED. 6. EXOTHERMICALLY WELD BARE COPPER WIRE TO REBAR AND GROUND TO COUNTERPOISE. SEE DWG E7. cONPIGURATIar ROUND END OF CONCRETE FILL 4" WIDE REFLECTIVE TAPE ' 2' GRASS I 2' GRASS SHOULDER 16'-0' SHOULDER N ` I 4" DIAMETER, 1/4" WALL THICKNESS GALVANIZED 1 STEEL PIPE FILLED WITH CONCRETE, CENTERED INXIF� LN 12" COMPACTED' FOOTING. BASE AGGREGATE IN ACCORDANCE BASE AGGREGATE SURFACE WITH SECTION 4 LOAM AND 02200 '� 5% SEED OR SOD Q9 2% (TYP) TYP)flm o n I Dao z Ni1 ) 10"0 CONCRETE FILLED SONOTUBE �I' 1� 1 11— I —I t UBGRADE PREPARATION FILTER AS DEFINED BY `v FABRIC GEOTECH REPORT : LIMITS OF COMPACTION TYPICAL NON -PAVED ROAD CROSS-SECTION SCALE: None GUARD POST DETAIL SCALE: 3/4' = 1'-0" CONTRACTOR TO INSTALL F HOODS. SEE CSI— DRAWINGS FOR DETAILS. ENGINE GENERATOR BUILDING NOTES 1. LOCATIONS TYPICAL UNLESS OTHERWISE SPECIFIED. 2. POSTS SHALL BE SPACED SO AS NOT TO INTERFERE WITH CONTRACTOR TO INSTALL CANOPIES. TRANSFORMER ACCESS DOORS AND REQUIRED CLEARANCE. SEE CSI DRAWINGS FOR DETAILS. CONTRACTOR SHALL VERIFY POST LOCATIONS WITH UTILITY COMPW GUARD POST LOCATION DETAIL CFE INSTALLATION DETAILS SCALE: None SCALE: 3/16" = 1'-0" EQUIPMENT BUILDING 87' DASR TOWER AND EQUIPMENT BUILDING ELEVATION SCALE: 1/8" = l'-0' PRELIMINARY 1' 6" 0' 1' 2' 4' GRAPHIC SCALE: 3/4" = 1'-0' 4' 2' 0' 4' B. 16' GRAPHIC SCALE: 3/16" = 1'-0" 8' 4' 0' 8' 16' 32' 1 . J MOIL= GRAPHIC SCALE: 1/8" = l'-0" EXISTING CONCRETE LINED DRAINAGE, CHANNEL L i � ..... - ROSEMEADOW PLACE ♦_ SURVEY PROPERTY J BOUNDS (TYP) e S{ r.WALKMWA `v CONSIII I 1 r GF! w -- e _c3-_ FENCE x SECURITY FENCE 160' z 160' TOWER FOUNDATION - DWG C9 FOR :ONTLNUATLON LOADBANK I www. I w . HK '; I MU EQUIPMENT BUILDING w x xtx ,RETE WALKWAY RI UNDERGROUND FIBER OPTIC l DUCTBANK (SEE DWG C6) z — x — x—x —x—x x—x- 4 -e TN— x PAD ( I v I SEE x LIGHT P LE WITH AREA LIGHT (TYP) SEE DW C5 FOR FOUNDATION DETAIL ., x I _Ll CENTERLINE OF EXISTING DRAINAGE DITCH I CONSTRUCTION 1 EASEMENT 100' x 75' 7LFORI0 SUPPLIED AND N GATE LED BY UTILITY COMPANY SURVEY REFERENCE POINT EDESTRWN CORNER OF LOTS 75 AND 7 ATE I AS SHOWN ON METES AND - -�ARKANSAS 1�� SURVEYING, INCUNDS SURVEY BY ., j TBD - � I' � - TBD 16' GRAVEL ACCESS ROAD EAST ROOSEVELT ROAD GENERAL ARRANGEMENT SITE PLAN SCALE: 1" = 20' NOTES: CONFIGURATION 4 GENERIC BASELINE. - 1. TOWER CENTER COORDINATES: LATITUDE: N 34'43'17.50" TOWER HEIGHT: 87' LONGITUDE: W 92'12'43.20' ANTENNA FOCAL POINT ELEV.: 342.00' HORIZONTAL DATUM: NAD83 VERTICAL DATUM: WAD88 _ GEODETIC COORDINATES ARE SHOWN FOR RADAR CONFIGURATION PURPOSES ONLY. CONTRACTOR SHALL LOCATE TOWER ACCORDING TO SITE PLAN AND CRITICAL DIMENSIONS PIAN (DWG C3). SURVEY AND SUBMIT AS -BUILT TOWER CENTER LATITUDE AND LONGITUDE TO AN ACCURACY OF 0.001 SECONDS. CONTRACTOR TO FURNISH AND INSTALL A PHENOLIC PLAQUE WITH THE AS -BUILT TOWER CENTER SURVEY DATA AND AS -BUILT TOWER PIER ELEVATION (MSL). PLAQUE SHALL BE SCREWED TO THE INTERIOR OF THE BACK DOOR OF THE SHELTER AFTER CONSTRUCTION. REFER TO DWG E16 FOR PHENOLIC PLAQUE REQUIREMENTS. 2. LOCATIONS OF ANY EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT UTILITIES COMPANY OR LOCAL "DIG SAFE" OFFICE FOR ASSISTANCE. 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PADS FOR ELECTRIC TRANSFORMER, FUEL VAULT, LOAD BANK AND ECU. CONTRACTOR SHALL CONSTRUCT PADS AS SHOWN ON DRAWING S4. 4. PROVIDE ALL LABOR AND MATERIALS NOT ALREADY PROVIDED BY THE RESPECTIVE UTILITY TO FURNISH ELECTRIC AND TELEPHONE SERVICE TO THE FACILITY. CONTRACTOR TO COORDINATE WITH THE UTILITY COMPANIES PRIOR TO STARTING CONSTRUCTION. REFER TO SECTION 01500 FOR TEMPORARY CONSTRUCTION REQUIREMENTS. 5. CHAIN LINK FENCE SHALL BE 20' OFFSET INSIDE PROPERTY UNE. BASE AGGREGATE AND FILTER FABRIC SHOULD EXTEND 1' BEYOND FENCE. REFER TO SECTION 02200 FOR FILL MATERIAL DEFINITION. 6. A 6"0 BRONZE PLAQUE WITH THE TRUE NORTH MARK SHALL BE PLACED ON THE TOWER AT THE ANTENNA PLATFORM LEVEL AFTER CONSTRUCTION. PLAQUE SHALL BE ALIGNED WITH THE CENTER OF THE TOWER AND MOUNTED ON THE PLATFORM FLOOR ON THE NORTH SIDE OF THE TOWER. PLAQUE SHALL BE PLACED V-0" MAX FROM THE EDGE OF THE PLATFORM. 7. FINISHED GRADING SHALL BE IN ACCORDANCE WITH PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN ON THE SITE PLAN. THE SITE SHALL BE GRADED SO THAT RUNOFF DRAINS AWAY FROM BUILDINGS AND STRUCTURES ON SITE. LOW SPOTS OR DEPRESSIONS THAT CREATE PONDING OF RUNOFF SHALL NOT BE ALLOWED. 8. PAVEMENT (IF REQUIRED) SHALL BE PLACED AFTER WORK REQUIRING HEAVY EQUIPMENT (E.G.- CRANES, TRUCKS, ETC.) HAS BEEN COMPLETED. 9. AREAS AROUND THE SITE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITION PRIOR TO FINAL ACCEPTANCE. 10.MINIMUM FOUNDATION DEPTH TO RESIST FROST PENETRATION IS XXXX FEET BELOW FINISH GRADE. REFER TO CML AND STRUCTURAL DRAWINGS FOR ACTUAL REQUIRED FOUNDATION DEPTHS. 11. SEE DRAWING M1 FOR ECU PAD LOCATIONS. 12. HANDHOLE SHALL BE QUAZITE PART NO. PG1730BA22 WITH HA COVER OR APPROVED EQUAL SEE DWG C11 FOR DETAILS. 13. REFER TO DWG C3 FOR SITE CRITICAL DIMENSIONS AND ELEVATIONS. RIGHT--OF-WAY PRELIMINARY 20' 10' 0' 20' 40' 80' I i I i GRAPHIC SCALE: 1" = 20' SUPPLEMENTAL LEGEND .— a � _ UGEP _ w,3 TOWER CHAIN HOII PROPOSED SPOT a I Lv, (SEE DRAWING C9 ELEVATION _ UGES _ PROPOSED UNDERGROUND ELEC. HANDHOL NOTE 12; I I' ❑ PROPOSED FIBER OPTIC DUCTBANK CONCRETE ENCASED PVC CONDUIT) Ja — X (2-4" SECURITY FENCE TOWER T­ ,� — -1— www. I w . HK '; I MU EQUIPMENT BUILDING w x xtx ,RETE WALKWAY RI UNDERGROUND FIBER OPTIC l DUCTBANK (SEE DWG C6) z — x — x—x —x—x x—x- 4 -e TN— x PAD ( I v I SEE x LIGHT P LE WITH AREA LIGHT (TYP) SEE DW C5 FOR FOUNDATION DETAIL ., x I _Ll CENTERLINE OF EXISTING DRAINAGE DITCH I CONSTRUCTION 1 EASEMENT 100' x 75' 7LFORI0 SUPPLIED AND N GATE LED BY UTILITY COMPANY SURVEY REFERENCE POINT EDESTRWN CORNER OF LOTS 75 AND 7 ATE I AS SHOWN ON METES AND - -�ARKANSAS 1�� SURVEYING, INCUNDS SURVEY BY ., j TBD - � I' � - TBD 16' GRAVEL ACCESS ROAD EAST ROOSEVELT ROAD GENERAL ARRANGEMENT SITE PLAN SCALE: 1" = 20' NOTES: CONFIGURATION 4 GENERIC BASELINE. - 1. TOWER CENTER COORDINATES: LATITUDE: N 34'43'17.50" TOWER HEIGHT: 87' LONGITUDE: W 92'12'43.20' ANTENNA FOCAL POINT ELEV.: 342.00' HORIZONTAL DATUM: NAD83 VERTICAL DATUM: WAD88 _ GEODETIC COORDINATES ARE SHOWN FOR RADAR CONFIGURATION PURPOSES ONLY. CONTRACTOR SHALL LOCATE TOWER ACCORDING TO SITE PLAN AND CRITICAL DIMENSIONS PIAN (DWG C3). SURVEY AND SUBMIT AS -BUILT TOWER CENTER LATITUDE AND LONGITUDE TO AN ACCURACY OF 0.001 SECONDS. CONTRACTOR TO FURNISH AND INSTALL A PHENOLIC PLAQUE WITH THE AS -BUILT TOWER CENTER SURVEY DATA AND AS -BUILT TOWER PIER ELEVATION (MSL). PLAQUE SHALL BE SCREWED TO THE INTERIOR OF THE BACK DOOR OF THE SHELTER AFTER CONSTRUCTION. REFER TO DWG E16 FOR PHENOLIC PLAQUE REQUIREMENTS. 2. LOCATIONS OF ANY EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT UTILITIES COMPANY OR LOCAL "DIG SAFE" OFFICE FOR ASSISTANCE. 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PADS FOR ELECTRIC TRANSFORMER, FUEL VAULT, LOAD BANK AND ECU. CONTRACTOR SHALL CONSTRUCT PADS AS SHOWN ON DRAWING S4. 4. PROVIDE ALL LABOR AND MATERIALS NOT ALREADY PROVIDED BY THE RESPECTIVE UTILITY TO FURNISH ELECTRIC AND TELEPHONE SERVICE TO THE FACILITY. CONTRACTOR TO COORDINATE WITH THE UTILITY COMPANIES PRIOR TO STARTING CONSTRUCTION. REFER TO SECTION 01500 FOR TEMPORARY CONSTRUCTION REQUIREMENTS. 5. CHAIN LINK FENCE SHALL BE 20' OFFSET INSIDE PROPERTY UNE. BASE AGGREGATE AND FILTER FABRIC SHOULD EXTEND 1' BEYOND FENCE. REFER TO SECTION 02200 FOR FILL MATERIAL DEFINITION. 6. A 6"0 BRONZE PLAQUE WITH THE TRUE NORTH MARK SHALL BE PLACED ON THE TOWER AT THE ANTENNA PLATFORM LEVEL AFTER CONSTRUCTION. PLAQUE SHALL BE ALIGNED WITH THE CENTER OF THE TOWER AND MOUNTED ON THE PLATFORM FLOOR ON THE NORTH SIDE OF THE TOWER. PLAQUE SHALL BE PLACED V-0" MAX FROM THE EDGE OF THE PLATFORM. 7. FINISHED GRADING SHALL BE IN ACCORDANCE WITH PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN ON THE SITE PLAN. THE SITE SHALL BE GRADED SO THAT RUNOFF DRAINS AWAY FROM BUILDINGS AND STRUCTURES ON SITE. LOW SPOTS OR DEPRESSIONS THAT CREATE PONDING OF RUNOFF SHALL NOT BE ALLOWED. 8. PAVEMENT (IF REQUIRED) SHALL BE PLACED AFTER WORK REQUIRING HEAVY EQUIPMENT (E.G.- CRANES, TRUCKS, ETC.) HAS BEEN COMPLETED. 9. AREAS AROUND THE SITE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITION PRIOR TO FINAL ACCEPTANCE. 10.MINIMUM FOUNDATION DEPTH TO RESIST FROST PENETRATION IS XXXX FEET BELOW FINISH GRADE. REFER TO CML AND STRUCTURAL DRAWINGS FOR ACTUAL REQUIRED FOUNDATION DEPTHS. 11. SEE DRAWING M1 FOR ECU PAD LOCATIONS. 12. HANDHOLE SHALL BE QUAZITE PART NO. PG1730BA22 WITH HA COVER OR APPROVED EQUAL SEE DWG C11 FOR DETAILS. 13. REFER TO DWG C3 FOR SITE CRITICAL DIMENSIONS AND ELEVATIONS. RIGHT--OF-WAY PRELIMINARY 20' 10' 0' 20' 40' 80' I i I i GRAPHIC SCALE: 1" = 20' SUPPLEMENTAL LEGEND REFER TO DWG DASR-XXX-SYM FOR ADDITIONAL LEGEND _ UGEP _ PROPOSED UNDERGROUND ELEC. 99 PROPOSED SPOT (PRIMARY 4" PVC CONDUIT) ELEVATION _ UGES _ PROPOSED UNDERGROUND ELEC. (SECONDARY 3" PVC COATED GRSC) ''?':::a::•i CONCRETE SIDEWALK — PFO PROPOSED FIBER OPTIC DUCTBANK CONCRETE ENCASED PVC CONDUIT) ;?i?_?_;:?_•::�•a• — X (2-4" SECURITY FENCE ❑ PROPERTY CORNER (SEE DWG C4 FOR DETAILS) LIGHT POLE a -a--0 a HAYBALES / SILT FENCE j� PROPERTY LINE O FIXED BOLLARD LOCATION (SEE DWG C5 FOR DETAILS) L 9j EXISTING GRADE REMOVABLE BOLLARD LOCATION ` (SEE DWG C5 FOR DETAILS) PROPOSED GRADE CRIMP PIPE I LOT 90 I I I I I I LOT 80 , I 1/2" REBAR 41' ROSE MEADOW_ LANE_ 50' R.O.W,�_ 130.10'(R) 60.00*(R) t/2" REBARBQ.00'(R) CRIMP 60.00'(R) CRIMP 75.00'k R _ PRIMP SET 1/2" REBAR 1/2" REBAR 6Q.22 (m 59.69_(m PIPE 62., (n, _ 74.87 m _1_28.57 m_) _ S89'15'49"W r 589'34'56"W S88'56'56"W S89'13'00"W 588'54'42"W MLOT 91 ' LOT 92 LOT 93 j LOT 94 LOT 95 f LOT 96 �� 1 { I l ��D inco 0 LO i ;n I + I I c6 o6 O i 1 � I z I I � W 75.00'(8) r, SET 1/2" REBAR-- EBAR _ 74.94'(M) pry - - - - - - - N89'5'19"E 0 v SET 1/2" REBAR '4 0 LOT 79 LOT 78 LOT 77 I LOT 76 LOT 753 LOT 74 ` ��� + ' qIA I �t7 f I I l I CpD_, Q V I I I I r .-�z � , I 310.00'(R)' EASEMENT 310 ._78_ _ � " 1/2" REBAR 1/2" REBAR SET 1/2" REBAR N89'00 29 CONCRETE DRAINAGE DITCH EAST ROOSEVELT ROAD (80' R.O.W. A part of Section 17, T -1—N, R -11—W, Pulaski County, Arkansas. More particularly described as follows: Lots 75, 76, 77, 78, 79, and Lots 91, 92, 93, 94, 95, and 96, of the Rose Meadows Subdivision—Phase II of the City of Little Rock, Pulaski County, Arkansas, containing 1.90 acres, more or less. CERTFICAMN OF SURVEY CRIMP PIPE O SCALE: 1" = 50' 50 25 0 50 N Basis of Bearings Compass Bearing LEGEND _ o Found Monument • Set Monument 75.00'(R) --Recorded Distance 74.94'(m)'—Measured Distance I Lanny R. Beavers, Arkansas Registered Land Surveyor No. 1392, hereby certify that a survey crew of Garver Engineers under my direction has performed a survey of the property described hereon, and that this plat is an accurate portrayal of the survey results. Lanny R. Date 11j1j1}11111!!l1,,1 ��,•�' �EG1 S fFRFO'�•,,. STS 5 • ��''�•., NAL LAt� !!11/11111111 111 N o� N N r W QE W ZR Z ti C C a a W v Q z W W" J M� m WW10 w �m 7 m Q O s O rl Q } W W Z O Q mQ Z: o 00 Y ¢ ZIr 0k mk � J J W J J BOUNDARY SURVEY JOB NO.: 0591-2020 DATE: March 2005 DESIGNED BY: DDH DRAWN BY: CFM SHEET NUMBER 1 SEE NOTE 5 NON -SHRINK GROUT CHAMFER 1" x 45' A� 4" BELOW FROST 2 ` DESIGN DEPTH —\ 1 B� 0 N 3/4' GRSC� REDUCER AFTER EXOTHERMIC WELD (TYP) #3 TIES 012" MAX—/ SEE NOTE 6 1 1/4.0 GRSC CONDUIT W/ 1' PROJECTION SEE DRAWING E3 FOR DETAILS n N n I JA - FINISH GRADE IB , '---DELETE FOR ONE BASE (4)-1"0 A.B. 40" (SEE NOTE 4) (6)-#4 VERT. REBARS 3- CLR. (TYP.) 2'-0"0 ELEVATION CONCRETE FILLED SONOTUBE m I 42.0 i---(4)-l-0 A.B. 40" (SEE NOTE 4) SECTION "A -A" X(6)-#4 VERT. REBARS ® 60' SPACING a e f 0 0 .#3TIE SECTION "B -B" LIGHT POLE FOUNDATION SCALE: 3/4" = 1'-0' NOTES: 1. THIS DETAIL APPLIES TO AREA LIGHT POLES AS SHOWN ON THE SITE PLAN (SEE DWG Cl), 2. LIGHT POLE WITH BASE PLATE SHALL BE AS SPECIFIED ON DRAWINGS E3 k E21. 3. CONCRETE SHALL BE 3000 PSI. 4. PROVIDE LIGHT POLE IN ACCORDANCE WITH SCHEDULE ON DWG E21, WITH REQUIRED HARDWARE IN ACCORDANCE WITH POLE MANUFACTURER RECOMMENDATIONS. S. INSTALL LIGHT POLE PER MANUFACTURER RECOMMENDATIONS AND INSTALL NON SHRINK GROUT AS REQUIRED. 6. EXOTHERMICALLY WELD BARE COPPER WIRE TO REBAR AND GROUND TO COUNTERPOISE. SEE DWG E7. GUARD POST DETAIL SCALE: 3/4' = 1'-0' CONTRACTOR TO INSTALL — HOODS. SEE CSI — DRAWINGS FOR DETAILS. ENGINE GENERATOR BUILDING NOTES 1. LOCATIONS TYPICAL UNLESS OTHERWISE SPECIFIED. 2. POSTS SHALL BE SPACED SO AS NOT TO INTERFERE WITH CONTRACTOR TO INSTALL CANOPIES. TRANSFORMER ACCESS DOORS AND REQUIRED CLEARANCE. SEE CSI DRAWINGS FOR DETAILS. CONTRACTOR SHALL VERIFY POST LOCATIONS WITH UTILrFY COMPAN' GUARD POST LOCATION DETAIL CFE INSTALLATION DETAILS SCALE: None SCALE: 3/16' = 1'-0" EQUIPMENT BUILDING i M -A �� 1 _1 87' DASR TOWER AND EQUIPMENT BUILDING ELEVATION SCALE: 1/8' = 1'-0' PRELIMINARY 4' GRAPHIC SCALE: 3/4' = 1'-0' 4' 2' 0' 4' 8' 16' GRAPHIC SCALE: 3/16" = 1'-0" 8' 4' 0' 8' 16' 32' GRAPHIC SCALE: 1/8" = 1'-0' z N 0 ROUND END OF CONCRETE FILL I r7 4' WIDE REFLECTIVE TAPE l 2' GRASS I flp z 16'-0" SHOULDER 4" DIAMETER, 1/4" WALL THICKNESS GALVANIZED s STEEL PIPE FILLED WITH CONCRETE, CENTERED IN 12" COMPACIEO FOOTING. BASE I GUARD POST DETAIL SCALE: 3/4' = 1'-0' CONTRACTOR TO INSTALL — HOODS. SEE CSI — DRAWINGS FOR DETAILS. ENGINE GENERATOR BUILDING NOTES 1. LOCATIONS TYPICAL UNLESS OTHERWISE SPECIFIED. 2. POSTS SHALL BE SPACED SO AS NOT TO INTERFERE WITH CONTRACTOR TO INSTALL CANOPIES. TRANSFORMER ACCESS DOORS AND REQUIRED CLEARANCE. SEE CSI DRAWINGS FOR DETAILS. CONTRACTOR SHALL VERIFY POST LOCATIONS WITH UTILrFY COMPAN' GUARD POST LOCATION DETAIL CFE INSTALLATION DETAILS SCALE: None SCALE: 3/16' = 1'-0" EQUIPMENT BUILDING i M -A �� 1 _1 87' DASR TOWER AND EQUIPMENT BUILDING ELEVATION SCALE: 1/8' = 1'-0' PRELIMINARY 4' GRAPHIC SCALE: 3/4' = 1'-0' 4' 2' 0' 4' 8' 16' GRAPHIC SCALE: 3/16" = 1'-0" 8' 4' 0' 8' 16' 32' GRAPHIC SCALE: 1/8" = 1'-0' z ROUND END OF CONCRETE FILL 4' WIDE REFLECTIVE TAPE 2' GRASS I 2' GRASS SHOULDER 16'-0" SHOULDER 4" DIAMETER, 1/4" WALL THICKNESS GALVANIZED STEEL PIPE FILLED WITH CONCRETE, CENTERED IN 12" COMPACIEO FOOTING. BASE AGGREGATE IN ACCORDANCE — BASE AGGREGATE SURFACE WTTH SECTION LOAM AND 02200 5% SEED OR SOD 2% (TYP) �) 3 I _111- 1 (MAX) -10"0 CONCRETE FILLED SONOTUBE SUBGRADE PREPARATION FILTER AS DEFINED BY FABRIC GEOTECH REPORT LIMITS OF COMPACTION TYPICAL NON -PAVED ROAD CROSS-SECTION SCALE: None GUARD POST DETAIL SCALE: 3/4' = 1'-0' CONTRACTOR TO INSTALL — HOODS. SEE CSI — DRAWINGS FOR DETAILS. ENGINE GENERATOR BUILDING NOTES 1. LOCATIONS TYPICAL UNLESS OTHERWISE SPECIFIED. 2. POSTS SHALL BE SPACED SO AS NOT TO INTERFERE WITH CONTRACTOR TO INSTALL CANOPIES. TRANSFORMER ACCESS DOORS AND REQUIRED CLEARANCE. SEE CSI DRAWINGS FOR DETAILS. CONTRACTOR SHALL VERIFY POST LOCATIONS WITH UTILrFY COMPAN' GUARD POST LOCATION DETAIL CFE INSTALLATION DETAILS SCALE: None SCALE: 3/16' = 1'-0" EQUIPMENT BUILDING i M -A �� 1 _1 87' DASR TOWER AND EQUIPMENT BUILDING ELEVATION SCALE: 1/8' = 1'-0' PRELIMINARY 4' GRAPHIC SCALE: 3/4' = 1'-0' 4' 2' 0' 4' 8' 16' GRAPHIC SCALE: 3/16" = 1'-0" 8' 4' 0' 8' 16' 32' GRAPHIC SCALE: 1/8" = 1'-0' z I ROSEMEADOW PLACE TIJ SURVEY PROPERTY BOUNDS (TYP) e Si rWAL0,C EXISTING CONCRETE x LINED DRAINAGE CHANNEL w e �TBO e e FENCE g x x�-x—z —x— — s—x---x ---x—x— x % SECURITY FENCE 160' x 160' wap TOWER CHAIN HOT PAD 1 TOWER FOUNDATION —\ �i (SEE DRAWING C9 DWG C9 FOR CONTINUATION— HANDHO (SEE r , -1 ' NOTE 12} LOAD13ANK IEEI :.::: ❑ {70_N BlSELI J'' J - - -- TOWER NGINE T- T a — 1 �ATOR rT LD TANK I MU EQUIPMENT BUILDING w VCRETE WALKWAY ' l LIGHT PC WITH AREA LIGHT (DET SEE OW CS FOR FOUNDATION DETAIL v A w RUSHED 5 O I T N CATE N5T1 I � UNOERGRO NO FIBER OPTIC PEDESTR]AN a4° DUCTBANK (SEE DWG C6) GATE x- ---x—x—x — x — x x --x— —x 99 d TBD TOO o a N I 16' GRAVEL ACCESS (TOAD i - EAST ROOSEVELT ROAD GENERAL ARRANGEMENT 51T PLAN SCALE: 1" = 20' LCENTERLINE OF EXISTING DRAINAGE DITCH CONSTRUCTION EASEMENT 100' x 75' ORMER SUPPLIED AND ED BY UTILITY COMPANY SURVEY REFERENCE POINT CORNER OF LOTS 75 AND 7 AS SHOWN ON METES AND • BOUNDS SURVEY BY CENTRAL ARKANSAS SURVEYING, INC., DATED 2/1/2001 NOTES: 1. TOWER CENTER COORDINATES: LATITUDE: N 34'43'17.50" TOWER HEIGHT: 87' LONGITUDE: W 92'12'43.20" ANTENNA FOCAL POINT ELEV.: 342.00' HORIZONTAL DATUM: NAD83 VERTICAL DATUM: WAD88 GEODETIC COORDINATES ARE SHOWN FOR RADAR CONFIGURATION PURPOSES ONLY. CONTRACTOR SHALL LOCATE TOWER ACCORDING TO SITE PLAN AND CRITICAL DIMENSIONS PLAN (DWG C3). SURVEY AND SUBMIT AS -BUILT TOWER CENTER LATITUDE AND LONGITUDE TO AN ACCURACY OF 0.001 SECONDS. CONTRACTOR TO FURNISH AND INSTALL A PHENOLIC PLAQUE WITH THE AS -BUILT TOWER CENTER SURVEY DATA AND AS -BUILT TOWER PIER ELEVATION (MSL). PLAQUE SHALL BE SCREWED TO THE INTERIOR OF THE BACK DOOR OF THE SHELTER AFTER CONSTRUCTION. REFER TO DWG E16 FOR PHENOLIC PLAQUE REQUIREMENTS. 2. LOCATIONS OF ANY EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT UTILITIES COMPANY OR LOCAL "DIG SAFE" OFFICE FOR ASSISTANCE. 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PADS FOR ELECTRIC TRANSFORMER, FUEL VAULT, LOAD BANK AND ECU. CONTRACTOR SHALL CONSTRUCT PADS AS SHOWN ON DRAWING S4. 4. PROVIDE ALL LABOR AND MATERIALS NOT ALREADY PROVIDED BY THE RESPECTIVE UTILITY TO FURNISH ELECTRIC AND TELEPHONE SERVICE TO THE FACILITY. CONTRACTOR TO COORDINATE WITH THE UTILITY COMPANIES PRIOR TO STARTING CONSTRUCTION. REFER TO SECTION 01500 FOR TEMPORARY CONSTRUCTION REQUIREMENTS. 5. CHAIN LINK FENCE SHALL BE 20' OFFSET INSIDE PROPERTY UNE. BASE AGGREGATE AND FILTER FABRIC SHOULD EXTEND 1' BEYOND FENCE. REFER TO SECTION 02200 FOR FILL MATERIAL DEFINITION. 6. A 6'0 BRONZE PLAQUE WITH THE TRUE NORTH MARK SHALL BE PLACED ON THE TOWER AT THE ANTENNA PLATFORM LEVEL AFTER CONSTRUCTION. PLAQUE SHALL BE ALIGNED WITH THE CENTER OF THE TOWER AND MOUNTED ON THE PLATFORM FLOOR ON THE NORTH SIDE OF THE TOWER. PLAQUE SHALL BE PLACED 1'-0" MAX FROM THE EDGE OF THE PLATFORM. 7. FINISHED GRADING SHALL BE IN ACCORDANCE WITH PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN ON THE SITE PLAN. THE SITE SHALL BE GRADED SO THAT RUNOFF DRAINS AWAY FROM BUILDINGS AND STRUCTURES ON SITE. LOW SPOTS OR DEPRESSIONS THAT CREATE PONDING OF RUNOFF SHALL NOT BE ALLOWED. B. PAVEMENT (IF REQUIRED) SHALL BE PLACED AFTER WORK REQUIRING HEAVY EQUIPMENT (E.G.- CRANES, TRUCKS, ETC.) HAS BEEN COMPLETED. 9. AREAS AROUND THE SITE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITION PRIOR TO FINAL ACCEPTANCE. 10.MINIMUM FOUNDATION DEPTH TO RESIST FROST PENETRATION IS XXXX FEET BELOW FINISH GRADE. REFER TO CML AND STRUCTURAL DRAWINGS FOR ACTUAL REQUIRED FOUNDATION DEPTHS. 11. SEE DRAWING M1 FOR ECU PAD LOCATIONS. 12. HANDHOLE SHALL BE QUAZITE PART NO. PG1730BA22 WITH HA COVER OR APPROVED EQUAL SEE DWG C11 FOR DETAILS. 13. REFER TO DWG C3 FOR SITE CRITICAL DIMENSIONS AND ELEVATIONS. ROAD RIGHT -b W F- AY F'."" ,...I •.,,� F;_iiJ Lir',' r�✓ - -ice--- _ . --- PRELIMINARY 20' 10' 0' 20' 40' 80' GRAPHIC SCALE: 1' = 20' Z Raytheon SUPPLEMENTAL LEGEND REFER TO DWG DASR-XXX-SYM FOR ADDITIONAL LEGEND want owrc ocscwnnor+ c.+K'o M"'o — UGEP — PROPOSED UNDERGROUND ELEC. 99 PROPOSED SPOT (PRIMARY 4- PVC CONDUIT) ELEVATION — UGES — PROPOSED UNDERGROUND ELEC. SITE PLAN (SECONDARY 3" PVC COATED GRSC) — PFO — PROPOSED FIBER OPTIC DUCTBANK .i.: CONCRETE SIDEWALK '�... (2-4' CONCRETE ENCASED PVC CONDUIT) DASR-UT- Cl E X SECURITY FENCE ❑ PROPERTY CORNER (SEE DWG C4 FOR DETAILS) LIGHT POLE HAYBALES / SILT FENCE j� L PROPERLY LINE 0 FIXED BOLLARD LOCATION (SEE DWG C5 FOR DETAILS) 91 ,- EXISTING GRADE REMOVABLE BOLLARD LOCATION (SEE DWG C5 FOR DETAILS) —� PROPOSED GRADE Raytheon TECHNICJIL SERVICES COMPANY LLC BURUNGTON, MA 01803 want owrc ocscwnnor+ c.+K'o M"'o DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION SOUTHWEST REGION - FORT WORTH, TEXAS DIGITAL AIRPORT SURVEILLANCE RADAR (DASR) LITTLE ROCK NATIONAL AIRPORT LITTLE ROCK, ARKANSAS SITE PLAN ...... w owrc 02/04) .i.: '�... DASR-UT- Cl E CRIMP PIPE - I � LOT 90 I � � I I I LOT 80 I l 1/2" REBAR ROSE MEADOW_ LANE_(50' R.O.W-.)_ _ _ _ _ - - - - 130.10'(R) 60.00'(R) 60.00'(R) CRIMP 60.00'(R) CRIMP 75.00'(R) CRIMP SET 1/2" REBAR 1/2" REBAR + 1/2" REBAR �( PIPE PIPE '74,87' m PIPE F__ _1_28.57' m�' _ _ 60.22 (m 59.69 m fi0.29�(m _ _ SN15'49"W S89'14'56"W S88'56'56'°W S89'13'00"W 588'54'42"W E LOT 91 + LOT 92 LOT 93 1 l LOT 94 LOT 95 LOT 96 , JEE ino WIC (6Flo 1 r r�z I � LJ _ 75.00'(R) E {. SET 1/2" REBAR-\,]4.94' m� Goi _ _ _ - - - - N89'5'1 9"E N NIO SET 1/2" REBAR 1� , LOT 79 LOT 78 j LOT 77 I LOT 76 LOT 75LOT 74 } ` � l � E i• I I I ,Min 14: 01 �2 l , 41' � DRAINAGE 31 0.00'(R) 310._7g_ - - EASEMENT _ .� - - " - ` - 1/2" REBAR N89�00'29"E 1/2" REBAR SET 1/2" REBAR CONCRETE DRAINAGE DITCH EAST ROOSEVELT ROAD 80' R.Q._W-j A part of Section 17, T -1-N, R -11-W, Pulaski County, Arkansas. More particularly described as follows: Lots 75, 76, 77, 78, 79, and Lots 91, 92, 93, 94, 95, and 96, of the Rose Meadows Subdivision -Phase II of the City of Little Rock, Pulaski County, Arkansas, containing 1.90 acres, more or less. CRIMP PIPE 0 SCALE: 1" = 50' 50 25 0 50 N Basis of Bearings Compass Bearing o Found Monument • Set Monument 75.00'(R) --Recorded Distance 74.94'(m)�-Measured Distance I Lanny R. Beavers, Arkansas Registered Land Surveyor No. 1392, hereby certify that a survey crew of Garver Engineers under my direction has performed a survey of the property described hereon, and that this plat is an accurate portrayal of the survey results. Lanny R. Bea} Date ,\\111!lI1111// S T1�E�'��.,� STATE F = • KA �f''�•,,'NA� I I LAN �'''�`,. M W W Z Z W w C� I— C1 O 0 - Cl � Q J z O a QY z O O Y Q U w Ok C J W J J BOUNDARY SURVEY N O N N Q z 8 aW 101' � U 0 Q W J m w m Ws w M O 0 0.: 0591-2020 DATJOBNE Marts 2005 DESIGNED BY: DDH DRAWN BY: CFM 9fiT NUMBER 1