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Home My WebLink AboutZ-4524-D Mapi ver1 �h WIRELESS TEXAS REGION (HERE IN AFTER REFERRED TO AS "LESSEE') PROPERTY OWNER GRACE CHURCH 12900 CANTRELL ROAD LITTLE ROCK, AR 72223 ROLAND SMITH 501-225-0843 ZONING DEPARTMENT CITY OF LITTLE ROCK DEPT OF PUBLIC WORKS DAVID HATHCOCK 501-3 71-4808 1-A COORDINATES LAI: 34-46LI4.4/5" IN LONG: 92°24'58.678" W ELEV: 463.35' 500 DOVE ROAD SOUTHLAKE, TX 76262 ATTN: TRACY REEVES (682)-831-3245 SITE#: 165776B PAN KEY AR LITTLE ROCK, AR 72223 SITE 911 ADDRESS PULASKI COUNTY TBD LITTLE ROCK, AR 72223 TELEPHONE COMPANY SBC COMPANY 800-499-7928 NEAREST PHONE # 501-225-0843 a n SITE "".g •tiy •`y.w.. u'{{� riA ._-�� F:i�r+lrniax!o:rif'n11; E Ali ii.- la I • 3 DIRECTIONS: FROM THE INTERSECTION OF HIGHWAY 10 AND 1-430 GO WEST APPROXIMATELY 1.5 MILES TO THE LIGHT AT SAM PECK ROAD AND THE ENTRANCE �Uiil �_ TO THE GRACE CHURCH TRACT ON THE RIGHT. FOLLOW THE DRIVE UP AND TO 114 0:,-^--` - F THE RIGHT AROUND TO THE FRONT OF THE CHURCH, THROUGH THE PARKING DY PI nnln Deveia merit S11aff LOT TO THE PROPOSED ACCESS ROAD TO THE SITE. Sv �jrr:t a �I c: lc 'Yzoo c: Vlf s FE TiTlit ' By C. -sb: '=°vl,11. ;11 "'k' p= rr INDEX OF CONSTRUCTION DRAWINGS nN �rl�l,,�• Ts.�l� r,;cFi'11i91' - SIT � r LJI% CO TITLE SHEET S1 Cl SITE SURVEY GENERAL NOTES AND LEGEND C2 SITE LAYOUT PLAN C2A OVERALL SITE LAYOUT POWER COMPANY C3 EQUIPMENT LAYOUT PLAN ENTERGY C4 SITE GRADING PLAN KAREN C4A ACCESS ROAD GRADING PLAN 800-890-8109 C5 SITE DETAILS C6 SITE DETAILS C6A SITE DETAILS C7 SITE DETAILS FIRE DEPARTMENT C8 SITE DETAILS LITTLE ROCK FIRE C8A SITE DETAILS C9 SITE DETAILS DEPARTMENT R1 CONCRETE WALL DETAILS 501-371-4829 L1 LANDSCAPING PLAN POLICE DEPARTMENT LITTLE ROCK POLICE DEPARTMENT 501-371-4633 E1 ELECTRICAL,SITE PLAN E1A ELECTRICAL SITE PLAN E2 SITE GROUNDING PLAN E2A EQUIPMENT GROUNDING PLAN E3 ELECTRICAL SPECIFICATIONS E4 ELECTRICAL DETAILS E5 ELECTRICAL DETAILS E6 ELECTRICAL DETAILS E7 ELECTRICAL DETAILS E7A ELECTRICAL DETAILS E8 SINGLE LINE DIAGRAM E9 GROUNDING SINGLE LINE - /� 50�q-�> �n1 Tele%,,-.A® WIRELESS SITE DESIGN, 114C. 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX:423-843-9509 COVER SHEET PANKEY AR. SITE#: 165776B DATE: 12/19/05 :REVISION: 4 I GENERAL NOTES 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL APPLICABLE PERMITTING AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND THE CODES, REGULATIONS, AND STANDARDS OF ALL APPLICABLE GOVERNING AUTHORITIES. 3. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL EXISTING TOPOGRAPHY AND HORIZONTAL GEOMETRY IS AS INDICATED ON THESE DRAWINGS. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE OR REPAIR TO THESE FACILITIES CAUSED BY THE CONTRACTOR'S WORK FORCE. IMMEDIATELY NOTIFY THE LESSEE'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR INTERFERENCE WHICH AFFECT THE WORK OF THIS CONTRACT. 4. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTORANDANYCOST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. 5. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE LESSEE'S CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 6. ANY PROPERTY DAMAGE CAUSED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE CORRECTED AND/OR RESTORED TO THE SATISFACTION OF THE PROPERTY OWNER(S) AND THE LESSEE'S CONSTRUCTION MANAGER AT NO ADDITIONAL COST TO THE OWNER. 7. CONTRACTOR SHALL MAINTAIN 20' HORIZONTAL CLEARANCE FROM CENTERLINE OF EXISTING POWER LINES OR AS REQUESTED BY THE POWER COMPANY. 8. NOTIFY THE LESSEE'S REPRESENTATIVES TWENTY-FOUR HOURS PRIOR TO CONSTRUCTION TO ALLOW THE LESSEE'S REPRESENTATIVES TO LOOK AT THE SITE PRIOR TO EXCAVATION. 9. THE CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO CO -LOCATE ON THE EXISTING TOWER INCLUDING ALL NECESSARY SITE IMPROVEMENTS, FOUNDATIONS, ELECTRICAL IMPROVEMENTS, SNAP INS, H-FRAME, AND OTHER ACCESSORIES FOR COMPLETE INSTALLATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF THE FOLLOWING EQUIPMENT THAT WILL BE SUPPLIED BY THE LESSEE: ANTENNAS, COAX CABLES, ICE BRIDGE, WAVEGUIDE LADDER, METER, AND EQUIPMENT CABINETS/SHELTER. THE EQUIPMENT CABINETS/SHELTER SHALL BE TRANSPORTED TO THE SITE BYTHE CONTRACTOR. 11 • ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL CONFORM TO THE ACI 301 AND THE FOLLOWING: -MINIMUM COMPRESSION STRENGTH 3,000 PSI -AIR ENTRAPMENT RANGE 3/o TO 6/0 -SLUMP GREATER THAN 3", BUT NOT TO EXCEED 6". 12. CONTRACTOR TO NOTIFYTHE LESSEE'S TESTING REPRESENTATIVE FORTY-EIGHT HOURS BEFORE CONCRETE POURS. 13. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL ACCEPTANCE. FLOOR WAX SHALL BE OF THE ANTI -STATIC TYPE. 14. CONTRACTOR TO PROVIDE RED LINE CONSTRUCTION DRAWINGS TO TOWER OWNER AND LESSEE AT COMPLETION OF JOB. UTILITY NOTES 1. APPLY FOR THE UTILITY SERVICE (ELECTRIC) NO LATER THAN THE NEXT BUSINESS DAY FOLLOWING AWARD OF CONTRACT. COORDINATE WITH THE ELECTRIC UTILITY COMPANY FOR EXACT TRANSFORMER LOCATION, METERING REQUIREMENTS, AND SERVICE ROUTING. COORDINATE WITH THE TELEPHONE UTILITY COMPANY FOR EXACT TELEPHONE REQUIREMENTS AND ROUTING OF SERVICE. 2. ALL UTILITY RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE UTILITY REQUIREMENTS. FIELD VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CONTACT UTILITIES AND LOCATOR SERVICE A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. (AR ONE -CALL 1-800-482-8998). 4. CONTRACTOR SHALL PROVIDE TRENCHING AND CONDUITS AS SHOWN OR AS REQUIRED BY LOCAL UTILITY. LEGEND EXISTING NEW x 100.5 SPOT ELEVATION 712.0 — - --s3- — CONTOUR LINE 98 —SO— -- STORM DRAIN 5� ® CATCH BASIN RAW RIGHT OF WAY ® IRON PIN SET (IPS) 5/8" REBAR O IRON PIN FOUND (IPF) ® BENCHMARK ❑ CONCRETE MON. FOUND CONCRETE MON. SET CENTERLINE Off OVERHEAD TELEPHONE u0T UNDERGROUND TELEPHONE OHR OVERHEAD POWER u0P UNDERGROUND POWER UTILITY POLE LIGHT POLE " WATER LINE N WATER VALVE u00 NATURAL GAS LINE D4 GAS VALVE Sr SANITARY SEWER O MANHOLE NOTE: THIS IS A GENERAL LEGEND. SOME ITEMS MAY NOT APPLY TO THIS SITE. 7aECAD MESS SITE DESIGN 200E 4 12-10-05I ADDED MAININO WALL graz Ulu 3 11-01-M CWQ D FASaW 2 10-04-05 ADDED LVOrW010 �p 1 00-23-05 CHANGED 7D CADNOS 0 08-02-05 OONS1RIICDON SUE DWaZ 8 07-20-05 PRMUNW ISSUE A 07-13-05 PRELIMINARY WE No. DATE REOORD OF ISSUE LESSEE SITE#: 165776B PAN KEY AR GENERAL NOTES & LEGEND !(�nlll TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH:423-634-2525 FAX:423-843-9509 -[ A 4� AR AN AS REGIST ER D �E RR gym; T N o.1 2 3 0 4 ,yj o$i fm VAW Unm SN,1IE0 It DATED DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: Cl i 7ElE M WIRaM SITE DESIGN 210 NOTES: 1. THIS PLAN IS BASED ON A SURVEY BY KEEN SURVEYING, LLC. DATED 06/28/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. THE PROPOSED USE DOES NOT REQUIRE FULL OR PART TIME EMPLOYEES AT THE SITE. 3. FOR GENERAL SITE WORK NOTES, SEE SHEET C1. 4. FOR ELECTRICAL SYMBOLS, SEE SHEETS E1 & E2. 5. ALL NORTH ARROWS ON SITE PLANS ARE TRUE NORTH, UNLESS OTHERWISE SPECIFIED. REFERENCE NOTES: 20 - DOUBLE WIDE A -FRAME SWING GATE. SEE DETAIL SHEET C9. 0 150' 300' 450' 1"=150' 4 1 12-1" 1 ADDED MOM WAIL 3 11-01-06 CHANGED EASOM PROPOSED 38' X 35' 2 IM4-0 ADDED IAImS MIN FENCED COMPOUND 1 0e-23-05 GruNGED TO CAIBRIE75 0 W-M-03 OONMIM ION 15511E PROPOSED 50' X 70' a 07-20-05 FRE1Ml11AR1f ISSUE VERIZON LEASE AREA A 07-13-0 PADJAeWN ISSUE NO. DAIS RECORD OF INK � LESSEE PROPOSED PROPOSED 150' 12' GRAVEL MONOPOLE DRIVE EXISTING SITE#: 165776B EXISTING PROPERTY PARKING LOT LINE (TYP.) PANKEY AR EXISTING PROPOSED BASKETBALL 35' ACCESS OVERALL SITE COURT EASEMENT LAYOUT PLAN PROPOSED EXISTING """" 15' UTILITY EXISTING 15' EASEMENT TeIeCAD EASEMENT PARKING LOT WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD EXISTING / HIXSON, TN 37343 OVERHEAD PH; 423-634-2525 FAX; 423-843-9509 UTILITIES ell Q EXISTING EXISTING w 11 10' EASEMENT UTILITY EXISTING in to POLE (TYP.) I 10' EASEMENT �l1� � if 9j ATE B A R OANARASEXISTINGg 15' EASEMENT 4 Gl E PROPOSED 20 Aw EXISTING A -FRAME C9 ® ENGINEER IB ACCESS & SWING GATE s *** Z . i EASEMEUTILITY NT (TYP OF 2) p� .12 3 �v00 NOfVXAI1f=SOW &DAM EXISTING DRAWN BY: DWS 15' EASEMENT CHECKED BY: CTD PROJECT MGR: SEH SHEET. NUMBER: C2 B 7a&A0 WIMW SITE DESIGN 2005 REFERENCE NOTES: 5 - TOWER ELEVATION. SEE DETAIL SHEET C6. 17 - WOODEN FENCE. SEE DETAIL SHEET C8. 18 - WOODEN CORNER, GATE, END, OR PULL POST. SEE DETAIL SHEET C8. 19 - WOODEN GATE DETAIL. SEE DETAIL SHEET C8. 17 18 PROPOSED 38' X 35' C8 C8 FENCED COMPOUND 5 PROPOSED 1 C6 MONOPOLE II ' II PROPOSED II 15' UTILITY 1 EASEMENT x _i F F, PROPOSED 50' X 70' VERIZON LEASE AREA x x x x f PROPOSED 4' x 10' GEN. PAD o x PROPOSED FLOOD LIGHT � x FUTURE I EXISTING I LEASE AREA DRAINAGE DITCH 19'-01, L _ -MIS PROPOSED I x UTILITY °w° L2=� CENTER j X X I12'-0' > EXISTING a 1 CONCRETE PROPOSED oI PROPOSED DRAIN �8 14' DOUBLE CONCRETE GATE EQUIPMENT j SLAB PROPOSED 1 12' GRAVEL - PROPOSED DRIVE 1 35' ACCESS EASEMENT 4 12-19-M 00 RE7uwN0 wu1 " 3 11-01-M CIIMm E =ENr 2 10-04-05 AODm IAI01 WM 1 09-23-M CNA W TO CABIRM 0 08-02-M WNRUM I= 07-20-M PRi1161H1W ISSUE A 10 07-13-M PRaNNNARI' MUE CID NO. DATE RECORD OF ME 0Y LESSEE SITE#:165776B I PAN KEY AR SITE LAYOUT PLAN Tele%I..../-%D WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH:423-634-2525 FAX:423-843-9509 AR Kt.AN AS I�k+'�Fi ��ttEGII��T I N A L 49 ENGINEVji- ? No.12304�,y;$ op wolI;W 10 VAW UIUM WO A CATM DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: C2A REFERENCE NOTES: 10 - 9'-0" X 16'-0" CONCRETE EQUIPMENT SLAB ON GRADE. SEE DETAIL SHEET C4. 11 - GENERATOR SLAB FOUNDATION. SEE DETAIL SHEET C6. 12 - ICE BRIDGE AT MONOPOLE. SEE DETAIL SHEET C6A. 14 - COMPOUND SURFACING. SEE DETAIL SHEET C7. 20 - EQUIPMENT LAYOUT. SEE DETAIL SHEET C4. 22 - MOUNTING BASE LAYOUT. SEE DETAIL SHEET C4. F x x PROPOSED 38' X 35'---- FENCED COMPOUND x X x I I I I PROPOSED 150'MONOPOLE I I I n p n n FUTURE I 4 I LEASE AREA O 0 0 n p I 1 12 PROPOSED - ICE BRIDGE x 14 PROPOSED- ] C7 UTILITY CENTER x LX X X --+� PROPOSED 50' X 70' 0 5' 10' 15' VERIZON LEASE AREA 0 I. 0 I M 5'-1" X ago W -t=j4 ZDmo m -mi--<rr- >m rrl A -1 1 O PROPOSED - C4 CONCRETE EQUIPMENT SLAB PROPOSED DOUBLE X X GATE — r MECAD WOiE M SRE DESIGN 2005 4 12-10-03 ADDED REDUNDIG WALL 3 allM EASEIM j 2 ,0-04-M ADDED WMWAMG 1 00-23-M MCED TO CMNEIS o W-02-0 comm" ow I 6 07-20-M PREIAOm am A 07-13-05 PREINANW ISSUE N0. DAIS RE00(� OF ISSUE X PROPOSED 4' x 10' I -LESSEE GEN. PAD cs x SITE#: 165776B 2r-O" PANKEY AR o EQUIPMENT LAYOUT x f PLAN l d x PROPOSED I FLOOD TeleCAD LIGHT I WIRELESS SITE DESIGN; INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH:423-634-2525 FAX:423-043-9509 TO SLAB I x ZO 22 I �ol 5o ATE oFr :w C4 C4 I bb AR AN AS x I I Ei NAL ENGINEEt. t�. N o.12 3 0 4 ��,� m X i NOT VALID UNLESS SIGNED & DATEO DRAWN BY: DWS { CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: C3 TELEGD Wuti M SRE DESIM 2005 GRADING NOTES: 1. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN AT TOP OF CRUSHED STONE, TOP OF FOUNDATION, OR TOP OF TOPSOIL. SEE DETAILS FOR THICKNESS OF CRUSHED STONE. MASS GRADED AREAS AND CRUSHED STONE SHALL BE FINISHED \4\ WITHIN 4" OF GRADES SHOWN. FOUNDATIONS SHALL BE FINISHED WITHIN 0.5" OF GRADES SHOWN. 2. ALL TREES, ROOTS, BRUSH, AND ORGANIC MATTER (TOPSOIL) SHALL BE REMOVED BEFORE BEGINNING FILL. FILL MATERIAL SHALL BE CLEAR SOIL CONTAINING NO ROCKS LARGER THAN 6 INCHES. 3. ALL AREAS TO RECEIVE FILL SHALL FIRST BE PROOF ROLLED UNDER THE SUPERVISION OF THE ENGINEER OR TESTING LAB PERSONNEL. ANY AREAS WHICH EXHIBIT "PUMPING" SHALL BE UNDERCUT (OR OTHERWISE STABILIZED) TO A FIRM SOIL BEFORE PLACING FILL. PROPOSED 50' X 70'- ALSO, ALL FINAL SUBGRADES, WHETHER IN CUT OR FILL, SHALL BE VERIZON LEASE AREA PROOF ROLLED PRIOR TO CONSTRUCTING SLABS OR PAVEMENTS. CONTACT ENGINEER FOR DIRECTION IN SITUATIONS WHERE SOIL COMPACTION OR BEARING CAPACITY MAY BE INADEQUATE. 4. FILLS SHALL BE FORMED OF SATISFACTORY MATERIAL PLACED IN SUCCESSIVE HORIZONTAL LAYERS OF NOT MORE THAN 6 INCHES IN LOOSE DEPTH FOR THE FULL WIDTH OF EACH STRIP. 5. FILL SOIL SHALL BE PLACED AT A MOISTURE CONTENT THAT IS WITHIN MINUS 1% OR PLUS 3% POINTS OF THE OPTIMUM MOISTURE CONTENT AND TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 698 (STANDARD PROCTOR). THE UPPER 12 INCHES OF FILL SHALL BE COMPACTED TO 98%. 6. STANDARD PROCTOR TESTS (ASTM 698) SHALL BE DONE BYAN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE CONTRACTOR. IN -PLACE DENSITY TESTS SHALL BE PERFORMED ON 460.0' EACH LIFT TO ENSURE PROPER PLACEMENT OF FILL MATERIAL. 7. ALL DISTURBED AREAS SHALL RECEIVE GROUND COVER. ALL AREAS PROPOSED 38' X 35'— TO RECEIVE GROUND COVER SHALL HAVE A MINIMUM OF 4 INCHES FENCED COMPOUND OF TOPSOIL. ALL FOREIGN DEBRIS SHALL BE REMOVED BEFORE PLACING TOPSOIL. AREAS WITH LESS THAN 4:1 SLOPE SHALL BE SEEDED WITH FOUR POUNDS OF KENTUCKY 31 FESCUE AND ONE POUND OF ANNUAL RYE PER 1,000 SQUARE FEET. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED WITH A MIXTURE OF 1/4 POUND SCARIFIED SERICEA LESPEDEZA, 1/4 POUND CROWN VETCH, AND ONE POUND KENTUCKY 31 FESCUE PER 1,000 SQUARE FEET WITH 30 POUNDS PER 1,000 SQUARE FEET OF 6-12-12 FERTILIZER. SLOPES 3:1 OR STEEPER SHALL BE COVERED WITH NORTH AMERICAN GREEN EROSION CONTROL BLANKET 5150 INSTALLED PER MANUFACTURERS SPECIFICATIONS (OR ENGINEER APPROVED EQUAL) TO PREVENT EROSION. CONTRACTOR SHALL WARRANTY GROUND COVER AND SLOPES FORA PERIOD OF 1 YEAR. 8. CONFINE ALL CONSTRUCTION ACTIVITY TO PROPERTY OWNER'S PARCEL. DO NOT ENTER ADJACENT PROPERTY WITHOUT OBTAINING APPROVAL. 9. CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FENCE AND OTHER TEMPORARY EROSION CONTROL MEASURES AFTER GRASS IS ESTABLISHED AND STABILIZED. 15 C7 REFERENCE NOTES: 15 - SILT FENCE. SEE DETAIL SHEET C7. 25 - GRAVEL ACCESS. SEE DETAIL SHEET C7. 30 - CONCRETE WALL DETAIL. SEE DETAIL SHEET R1. PROPOSED- 15' UTILITY 0' 15' 30' 45' EASEMENT 1" = 15' 25 PROPOSED 12'— C7 GRAVEL ROAD f0 - 4 12-19-05 ADDED RETMM WALL 3 11-01-OS CHANCED EASE1W �D 2 10-04-05 ADDED LANOMWM �D 1 00-23-M OWMED TO CAOM O O9-02-0 ODWRUCIIDN WE �p 07-20-05 FRLN W ISSUE A 07-13-M PRE1.1101 RU WE NO. DATE RECORD OF ISSUE Ll LESSEE �6.0' 472.0' SITE#:165776B PAN KEY AR �-IL SITE GRADING PLAN OSED R�ININ� R1 � WALL E- TeleCAD 1 � 460.0' � -- WIRELESS SITE DESIGN, INC _� 6953 MIDDLE VALLEY ROAD EXISTING HIXSON, TN 37343 OF DRAINAGE PH:423-634-2525 FAX:423-843-9509 FTG=460.7' DITCH 1 y� x PR POS9D-4,5 ' ONOPOLE 13:1 SLOPE yc I ✓ / �� AT E XISTI� 4 A R A N AS .� ' 458.2 455.5' � 0� � ®� DR 1i�>k� �� REG T � � s l� q C7 ENGINEER-p� 114 16% INo.12 3 0 4Q WO um NOT KID UNIESS SIMED & DATED RO ED DRAWN BY: DWS - 1 MENT / CHECKED BY: CTD EXISTING PROJECT MGR: SEH PARKING LOT � SHEET NUMBER: C4 93 :2139MIN 13IHS HIS :NDVN l:)IfONd ❑lD :A9 C13)IDI HD SMCI •A9 NAAVNG mwo v amm ssmn a vA m VOUVON�d►� 3NI9N3 9 31d i� Sd�(ad 60S6-£178-£Zb:XVd 9Z9Z-1,E9-EZb:Hd £bEZE NI'NOSXIH QV011 A311VA 31adIW £S69 3NI 'NOIS3a 311S SS313NIM GvDaial Sl1VAG Ills NV ADI NW 99LLS9 L :#Ills � 3nss1 eo aao�a 3lva •oN 3159 A4IYtar9M 0-£1-1.0 v 31m u wfm so-oz-[o a NwIa11aISI+oo sa-zo-so 0 sl3l m of a3 m sa-a-so I ontom" am s0-to-oI z Baum amm 90-I0-19 9 •Ina 011aa M am sO-el-a r saoz am Sus s53r m awam SIN dz:) lSOd (IN] NO L 'I1d9 'rN9N'IO3 C]OOM 31mmVS NO 313N0N00 313NXVS NO WIN o-.L-- 1 9N110031SOd 1SOd llnd NO'ON3'31V9'N3NN00 3 (! /M H01 SIN SRON ONIDNIA DOOM IVD[dAl V ZJ SIN sL Ildo nonoa ONIMS N3400M -- 1 1--NIW,0-,L NOI1V11V1SNI NN3n0011VHS IIW113d 3111M 03911V911OJ 3JNVN1a?101V001 'S '43ZINVAWD did IOH 39 Ol 321VMGNVH 11V 'tb '1130Wnl a31V32113NnSSRd VOO Z "ON VXb 31101 SISOd 3NI1 'E 'N39Wn1 a31V3211321nSS311d VOO 3NId Z •ON 9X9 39 Ol SISOd 31V018 N3NN00 '30n21dS L 'ON NDMI .B/L 31101 Sl3)101d 'Z 'QOOM 43IV3111 3NnSS3Nd VOO 3NId Z 'ON 39 Ol SIMI CINV SISOd 3JN33 DOOM 11V ' L DNDN33 BOOM IVDIdkL (SNVId 333) SINVA H1MIM ONIN3d0 31VO nan00 ONno o 30VN9 HSINII (NIW) 30VN9 A 011V09 VXL NMONO.L- WAl) MNnoNv 11v 3dO1S ONV MNnONO 3AOV . 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