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HomeMy WebLinkAbout1A "DON'T DIG BLIND" Co Variloy Wro "t'day 7 frt..: E pff. 1-800-382-5544 141 111, 1-800-428-5200 PER INDIANA STATE LAW, M. IS AGAINST THE LAW TO EXCAVATE WITHOUT. NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2 WORKING DAYS BEFORE COMMEMNCINR WORK* LOCATION MAP CLAUS PYLE SCHOMER BURNS & DEHAVEN INC. . . . . . . . . . . . . . . . . . . . . . . 112/ R/ ' 'o ST4'\' 'p i "-f '9771 xJ9,13 O?TA E Illj GPD ASSOCIATES'."'0 .................... % C H I T 00'�` 2647 Wadmt Pmkway fast Ddvit Suite 150 lodWqx9is, Indiana, 46214 317-299-2996, Fax 317-293-1331 r JS SITE: GRAY ROAD CARMEL, INDIANA, ED LOCATI rl% 1 1 61 DRAWING I Ef SH NO* m� Ts 'nTLE SHEET C-1 SURVEY C-2 SITE -PLAN C-3 DETAILED SITE PLANS &TYPICAL DRIVE SECTION C-004 TYPICAL ELEVATION dt MOUNTING- -DETAILS F-- 1 FENCE DETAILS CFO " No. 2000072. DATE 7-11--41 w3lim NOTES CORRESPONDING TO SCHEDULE B AS PER COMMITMENT N0. ------------ DATED ---_-----_- 1 NONE PROVIDED P. 0. C - - - _ _ ____ E_ 116th NW CORNER i W1/2 NW1/4 SEC 4-T17N-R4E P.O.B. ACCESS EASEMENT I I I I I a i I 171 1 I 1 I � ^ I 41I z P �LT 11 P STATEMENT OF ENCROACHMENTS I� ' 0 THE CHAIN LINK FENCE IS ENCROACHED OVER OUR PROPERTY D a LINE BY 0.69'±. I� IT I I� I I I 1 P.O. B. I TRACT DESCRIPTION�LEASE AREA A PART OF THE WEST HALF (W 1/2) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 4, TOWNSHIP 17 NORTH, RANGE 4 EAST, IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WEST LINE OF SAID HALF -QUARTER SECTION ONE THOUSAND FIVE HUNDRED NINETY AND FIFTY HUNDREDTHS (1590.50) FEET SOUTH OF THE NORTHWEST CORNER OF SAID HALF QUARTER SECTION: THENCE SOUTH 89' 53' 40' EAST FOUR HUNDRED SEVENTY-FIVE AND SIXTY -•THREE HUNDREDTHS (47:-5.63) FEET TO A POINT; THENCE SOUTH 00' 06' 20" WEST TWENTY-TWO AND EIGHT HUNDREDTHS (22.08) FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING MARKED BY A 5/8' REBAR WITH AES CAP 0002; THE14CE SOUTH 83' 07' 28' EAST EIGHIY-THREE AND EIGHTY-TWO HUNDREDTHS (83.82) FEET TO A 5/8' REBAR WITH AES CAP 0002; THENCE SOUTH 05 52' 32" WEST THIRTY-FIVE (35) FEET TO A 5/8' REBAR WITH AES CAP 0002; THENCE NORTH 83' 07' 28" WEST EIGHTY-THREE. AND EIGHTY- TWO HUNDREDTHS (83.82) FEET TO A 5/8" REBAR WITH AES CAP 0002; 'THENCE NORTH 06' 52' 32" EAST THIRTY-FIVE (35) FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 0.00 SQUARE FEET, MORE OR LESS. UTILITY COMPANIES ELECTRIC - CINERGY 1000 E Main St Plainfield, IN (800) 521-2232 PHONE -- INTERMEDIA COMMUNICATIONS 11590 N Meridian St # 200 Carmel, IN (31.7) 843-5050 S 89'53'40" E 475.63'(C) f / WOVEN WIRE FENCE S 8 ., ., ----� X� S 89'54'55" E 24 89'(C) 6" PINE .--- . 4' ELM r- -- -- -TREE_ LINE - -- - INE N 90' SOC" E N 47.0 14" TULIP 7, �- ` 8" PIN 12 TULIP GATE-- ---GRAVEL DRIVE- S 89.54'55" E o-44 qAELEV = 760.01' S 47 C6'�C� �\ W-"_ 60.00'(0)--- N ZCD 89'54'55" W I N 90'00'00" w LEASE AREA I ^ 245.72 (c) ' O/H E 73 20' C -0/H E 2100.0 S FT. 0/H E - o -_ 0/H E - - I- -- - 3 -TRUNK-- - -3=T IoM- jbo --SETBACK --LEA-SE AREA - l TREE (PER ZONING) 2100.0 SQ. FT. In 1148.84'(C) rA BASIS OF BEARING "PIPE \N 89'54 55 W N 89'54'55" W �, S \-CHAIN CI.69 ti , WATER - CARMEL CITY SEWER & WATER 130 1 st Ave SW Carmel, IN (31 7) 571-2648 DESCRIPTION^,RECORD A. PART OF THE WEST HALF (W 1/2) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 4, TOWNSHIP 17 NORTH, RANGE 4 EAST, IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT IN THE WEST LINE: OF SAID HALF -QUARTER SECTION ONE THOUSAND FIVE HUNDRED NINETY AND FIFTY HUNDREDTHS (1,590.50) FEET SOUTH OF THE NORTHWEST CORNER OF SAID HALF QUARTER SECTION: THENCE EASTERLY SIX HUNDRED FORTY AND TWENTY-EIGHT HUNDREDTHS (640.28) FEET TO A POINT IN AN EXISTING FENCE LINE; THENCE SOUTH 00' 03' 20' EAST ALONG SAID FENCE LINE THREE HUNDRED THIRTY-SEVEN AND FIFTY-THREE HUNDREDTHS (337.53) FEET TO A POINT; THENCE SOUTH 89' 51' 20" WEST ALONG AN EXISTING PROPERTY LINE FENCE THREE HUNDRED TEN AND THIRTY-EIGHT HUNDREDTHS (310.38) FEET TO AN OLD IRON PIN; THENCE NORTH 00' 03' 00" WEST TWO HUNDRED SIXTY- FOUR (264) FEET TO AN OLD IRON PIPE; THENCE WESTERLY THREE HUNDRED THIRTY (330) FEET TO A POINT IN THE WEST LINE OF SAID HALF -QUARTER SECTION; THENCE NORTH ALONG SAID WEST LINE SEVENTY-FIVE (75) FEET TO THE PLACE OF BEGINNING HEREINBEFORE DESCRIBED, AND CONTAINING IN SAID TRACT OF LAND 2.997 ACRES, MORE OR LESS. SYCAMORE FARM SECTION 1 nstrument #: 96019639017 DESCRIPTION�ACCESS EASEMENT A PART OF THE: WEST HALF (W 1/2) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 4, TOWNSHIP 17 NORTH, RANGE 4 EAST, IN HAMILTON COUNT(, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WEST LINE OF SAID HALF-QLIARTER SECTION ONE THOUSAND SIX HUNDRED NINETEEN AND EIGHTY-SEVEN HUNDREDTHS (1619.87) FEET SOUTH OF THE NORTHWEST CORNER OF SAID HALF QUARTER SECTION, SAID POINT BEING THE TRUE POINT OF BEGINNING: THENCE NORTH 90' 00' 00" EAST SEVENTY-ONE AND TWENTY-SIX HUNDREDTHS (71.26) FEET TO A POINT; THENCE NORTH 78' 44' 35" EAST FORTY-SEVEN AND EIGHT HUNDREDTHS (47.08) FEET; THENCE SOUTH 89' 54' 55" EAST TWO HUNDRED FORTY- EIGHT AND EIGHTY-NINE HUNDREDTHS (248.89) FEET; THENCE SOUTH 83' 07' 28' EAST ONE HUNDRED EIGHT AND SEVENTY-FOUR (108.74) FEET TO A POINT ON THE EAST LINE OF LEASE AREA III; THENCE ALONG SAID LINE, SOUTH 06' 52' 32" WEST TWENTY (20) FEET; THENCE LEAVING SAID EAST LINE OF LEASE AREA III, NORTH 83' 07' 28" WEST ONE HUNDRED SEVEN AND FIFTY --FIVE HUNDREDTHS ('107.55) FEET TO THE NORTHEAST CORNER OF LEASE AREA 11; THENCE ALONG THE NORTH LINE OF SAID LEASE AREA, NORTH 89' 54' 55" WEST TWO HUNDRED FORTY --FIVE AND SEVENTY-TWO HUNDREDTHS (245.72) FEET; THENCE SOUTH 78' 44' 35" WEST FORTY-SEVEN AND SIX HUNDREDTHS (47.06) FEET; THENCE NORTH 90' 00' 00" WEST SEVENTY-THREE AND TWENTY HUNDREDTHS (7:3.20) FEET TO A POINT ON THE EAST LINE OF THE PARENT TRACT; THENCE NORTHERLY ALONG SAID LINE, TWENTY (20) FEET TO THE POINT OF BEGINNING, CONTAINING 9563.4 SQ. FT., MORE OR LESS. `.SYCAMORE FARM SECTION 1 Instrument #: 9609639017 4 - SITE LOCATI0N1 NORTH AMERICAN DATUM - 1983 \� LATITUDE = 39'57'7.46" NORTH LONGITUDE = 86'05' 12.02" WEST ACCURACY +/- 50 FT HORIZONTAL �- NORTH AMERICAN VERTICAL DATUM 1988 P. 0. B ELEVATION 760.51 FT. AMSL LEASE AREA III ACCURACY +/'- 20 FT VERTICAL 9'53'40" E 640.28'(R) -r... 6" PINE N 06'52'32" E S 00'0620" W 6" MAPLE 8' SPRUCE35.00'(C) � / 22.08 \ �� -SET13ACK PER ZONING} S :::83-07'28" - . - --E S 83.07'28 E 103 74' C `'77 _Z S 89'54'55" E -�., 4" PINE S 06'52'32" W �I'' LEASE AREA III _.--.._.-- - 29.33 8 Sq_ �"P. -.r. I -. - G/H f. ,=.-� 'tea_ 0 E N 83'07'28" W , ,,,_ _---__.�,._,,,,,,.�.._ `r. �07.55'(C) 83 07'28 `W \ .,._I ;, \ o rn 8" -LO UST'. M 4 $3.82.(C) .... , Z S 06'52'32" W _. - __ 35.00'(0) N189 -54'55"W____ : -"f ACCESS EASEMENT 89054'55" E 60.00'(C)F 9563.4 SQ. FT.'-----_ I 330.00 (R,, - 60.00 (C) P 0 B 2s.o1'(c:) C) ; ' 6"' TALL LINK FENCE ND 1 PISE '� P � O e B e LEASE AREA II TALL ` GRAVEL DRIVE I LEASE AREA I ,- o l I 304.99'(C) I SITE LOCATION _ � �� I I z I SITE LOCATION d i I NORTH AMERICAN DATUM ^' 1983 LATITUDE = 39'57'7.34" NORTH 3.7 a ILONGITUDE = I I I ACCURACY +, 86 *05'14.39" WEST NORTH AMERICAN DATUM / 1983 _ 50 FT HORIZONTAL I LATITUDE = 30'57'7.34" NORTH N LONGITUDE 86 05 16.76 WEST I NORTH AMERICAN VERTICAL DATUM 1988 ! I i ACCURACY +/- 50 FT HORIZONTAL / ELEVATION 763.36 FT. AM`.SL o I ACCURACY +/- 20 FT VERTICAL �. I Douglas A. Kathryn Y. Cotton NORTH AMERICAN VERTICAL DATUM N 1988 0 1 1343 Gray Road N. - ELEVATION 759.62 FT. AMSL ci Parcel #: 1997R -16-14-04-00-00-002.000 ACCURACY +/ - 20 FT VERTICAL n I I ; M N I14 Co z X GATE 1L, z EXISTING SUBSTATION 11-10 I 0 � I M I I I PSI Energy Inc. DI3A Cinergy -PSI z Gray Road N. i P4rcel #: 16--14--04-00-00-003.001 30' 0' 30' 60' I I i SCALE: 1" = 3©' i ( Vera Irene Owen If OR INQUIRIES CONCERNING THIS SLIRVEY CONTACT: pipn;g;AW 4169 VO4C7AC7 I" rcr IY�h' 9.2 4 NS'T�IILE, IN,�I�1N�� 4T�'1�� Ft' C01Y r 113.33 Gray Road N. Parcel #: 16-14-04-00-00-001,000 OC COPYRIGHT 2001 U.S. SURVEYOR, INC. Z>lS"5"LTR T�E'YO \� PREPARED FOR: PROJECT LOCATION: ®s drow4HT 20le U.S. SURVEYOR HAMILTON COUNTY, INDIANA This drawing, style and format is protected by Copyright and all rights are reserved. The use of this drawing style and format is strictly pronibited without the written consent and permission of U.S. SURVEYOR _ PROJECT ADDRESS: GPD f y TE GRAY ROAD SITE No.: 2000072.08 C of PlJ A SS O �� I1 1 CARMEL, INDIANA SITE NAME: GRAY ROAD FLOOD DATA This property is in Zone t.r - S. the Flood Insurance Rate Map, Community Panel No. 180081 0009 C Special MAY 19, 1981 _ and IS NOT in a S which has an effective date of p .ri...� Flood Hazard Area. Field surveying was not performed to determine this zone. PROJECT NAME: JOB NUMBER: 01503-06 BOUNDARY &TOPOGRAPHICAL An elevation certificate may be needed to verify this determination or apply for an amendment from the Federal Emergency Management Agency, FILE: SS19042.DWG_.10 SURVEY Kingswood Subdivision Section 4 Instrument #: 8907974 U-1 k SETBACK (PER ZONING) S 89'51'20" W 310,28'(R) DESCRIPTIONr----,I_E,ASE AREA I DESCRIPTION f-JLEASE' AREA II A PART OF THE WEST HALF" (W 1/2) OF -THE NORTHWEST QUARTER (NW 1/4) OF A FART OF THE WEST HALF (W 1/2) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTIO14 4, TOWNSHIP '17 NORTH, RANGE 4 EAST, IN HAMILTON COUNTY, INDIANA, BEING SECTION 4, TOWNSHIP 17 NORTH, RANGE 4 EAST, IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WEST LINE OF SAID HALF -QUARTER SECTION ONE BEGINNING AT A POINT IN THE WEST LINE OF SAID HALF -QUARTER SECTION ONE THOUSAND SIX HUNDRED SIXTY-FIVE AND FIFTY HUNDREDTHS (1665.50) FEET SOUTH THOUSAND SIX HUNDRED SIXTY-FIVE AND FIFTY HUNDREDTHS (1665.50) FEET SOUTH OF THE NORTHWEST CORNER OF SAID HALF QUARTER SECTION: THENCE SOUTH 89' 54' 55" OF THE NORTHWEST CORNER OF SAID HALF QUARTER SECTIO14: THENCE SOUTH 89' 54 55" EAST ONE HUNDRED FORTY --EIGHT AND EIGHTY --FOUR HUNDREDTHS (148 84) FEET TO THE TRUE POINT EAST THREE HUNDRED FOUR AND NINETY-NINE HUNDREDTHS (3014.99) FEET TO THE TRUE POIIJT OF BEGINNING, SAID POINT BEING MARKED BY A SET 5/8" REBAR WITH AES CAS' 0002; THENCE OF BEGINNING, SAID POINT BEING MARKED BY A 5/8" REBAR WITH AES CAP 0002; THENCE NORTH GO' NORTH 00' 05' 05" EAST THIRTY-FIVE (35) FEET TO A 5/8 REBAR WTTH AES CAP 0002; THENCE SOUTH 05' 05" EAST THIRTY-FIVE (35) FEET TO A 5/8' REBAR WITH AES CAP 0002; THENCE SOUTH 8T 54' 55' EAST 89' 54' 55" EAST SIXTY (60) FEET TO A 518" REBAR WITH AES CAP 0002; THENCE SOUTH 00' 05' SIXTY (60) FEET TO A 5/8� REBAR WITH AES CAP 0002; THENCE SOUTH 00' 0`5' 05' WEST THIRTY - 05' WEST THIRTY-FIVE(35) FEET TO A 5/8 REBAR WITH AES CAP 0002; THENCE NORTH 89' 54' 55" FIVE (35) FEET TO A 5/8 REBAR WITH .AES CAP 0002; THENCE NORTH 89' 54' 55" WEST SIXTY WEST SIXTY (60) FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 2100 SQUARE FEET, (60) FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 2100 SQUARE: FEET, MORE OR LESS. MORE OR LESS. Ti 4 O N 0 rn w SYCAMORE FARM SECTION 2 Instrument #: 9709*729206 LEGEND MONUMENT FOUNDPOWERPOLE: Pr --SS-- SANSEWERLINE SET 5/8" REBAR W/ AES CAP 0002 �- GUY WIRE I� SEWER MANHOLE I� P.K. NAIL FOUND LIGHT POLE Jo CLEAN OUT ® P.K. NAIL SET '(k-0 STREET LIGHT POLE -SD- STGRM DRAIN LINE X FND X MARK ® ELEC. TRANSFORMER ® STORM DRAIN MANHOLE ® AIR CONDITIONER X SET X MARK © STORM INLET BE - BURIED ELECTRIC * R.R. SPIKE FOUND 0/H E OVERHEAD ELECTRIC IM CURB INLET R.R. SPIKE SETT ELEC. MANHOLE ® PAY PHONE BENCHMARK ® ELECTRIC METER CO TELEPHONE BOX CF:/"J CONC. R/W MARKER -W- WATER LINE: ® TELEPHONE MANHOLE (R) RECORD DATA `w) G) WATER MANHOLE � TELEPHONE POLE ((IIA) MEASURED DATA H WATER VALVE - T-- TELEPHONE LINE NI WATER METER (C) CALCULATED DATA NI HYDRANT O/H T OVERHEAD TELEPHON E R/W RIGHT OF WA`( -G- GAS LINE ---C- CABLE TELEVISION BSL BACK SET LINE c GAS VALVE 0/H C OVERHEAD CABLE RCP REINFORCED CONC PIPE © GAS METER © T5O CABLE BOX POLES CMP CORRUGATED METAL PIPE ®G GAS MANHOLE TRAFFIC PVC PLASTIC PIPE* TRAFFIC SIGNAL MIL METAL '10 BOLLARD BORE HOLE TRAr=FIC MANHOLE L/S LANDSCAPING U'o MONITORING WELL 0 TRAFFIC SIGNAL BOX TREE WR MAIL BOX STOP SIGN 444 SITE DATA SIGN 1. ZONING- S2 SETBACKS- FRONT: 35' SIDE: 10' AGGREGATE OF SIDE YADR: 25' REAR: 20' HEIGHT RESTRICTIONS- 25' MAX. PARKING RESTRICTIONS- NONE 2. VERTICAL DATUM - USGS :3. SURVEY DATUM NORTH AMERICAN DATUM 1983 DE: 39' 57' 7.34" NORTH LATIT'�LONGITUDE: 86' 05' 16.76" WEST LEASE AREAL ACCURACY ±50 FT HORIZONTAL NOR -FH AMERICAN VERTICAL DATUM 1988 ELEVATION: 759.62 FT. AMSL ACCURACY ±20 FT VERTICAL NORTH AMERICAN DATUM 1983 LATITUDE: 39' 57' 7.34" NORTH LONGITUDE: 86' 05' 14.39" WEST LEASE AREA II: ACCURACY ±50 FT HORIZONTAL NORTH AMERICAN VERTICAL DATUM 1988 ELEVATION: 763.36 FT. AMSL ACCURACY ±20 FT VERTICAL NORTH AMERICAN DATUM 1983 LATITUDE: 39' 57' 7.46" NORTH LONGITUDE: 86' 05' 12.02" WEST LEASE AREA III: ACCURACY 150 FT HORIZO14TAL NORTH AMERICAN VERTICAL DATUM 1988 ELEVATION: 760.51 FT. AMSL ACCURACY ±20 FT VERTICAL 4. BENCHMARK- ELEVATION = 760.01' LOCATED AT THE SOUTHERN CORNER OF THE GATE NEAR THE FRONT OF THE LOT. SURVEYOR'S CERTIFICATION I HEREB'f CERTIFY THAT THIS SURVE'Y' WAS IIERF ORMED UNDER MY DIRECTION TO THE BEST' OF MY KNOWLEDGE AND BELIEF AND WAS EXECUTED ACCORDING 'TO THE SURVEY REQUIREMENTS CONTAINED IN 8155 IAC 1-12, SECTIONS 1 THRU 29. r SURVEY FIELDED: JULY 06, 1.001 �`�`( K��ii Q���t��uuui��ii,� tv rte- No. ,� = 910019OF = RODNY K. YOUNG P.E., L.S.'E E INDIANA REGISTRATION N0. 910019 ���y�'%,SDI DATE OF CERTIFICATION 07/10/01 ���� �r/lllllllo\\�'-l�\\` 01111100 Kingswood Subdivision Nle - > Section 4 INT. NS Instrument #: 8907974 CLOSURE 1:500,000.00 DATE OF ORIGINAL: - JULY 10 2001 REVISION: - DATE: - _ , 2001 REVISION: _ - DATE: _ _ , 2001 REVISION: _ - DATE: ___ _ , 2001 0 N d co O N �LL �Q g�oa N fir.. C O 'c; ui m t o E 5 k V F- O i - TW = DOOM" GENERAL NOTES _ L THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AT LEAST TWO (2) WORKING DAYS PRIOR IL THE CONTRACTOR SHALL PERFORM GRADING AND FINISH GRADE THE SITE IN SMOOTH AND 14, HARDWARE MOUnNG: TO ANY CONSTRUCTION OPERATIONS ON THE SITE AND ANY OTHER UTILITY COMPANY THAT IS A CONTINUOUS SLOPES, REMOVE EXCESS EXCAVATION FROM THE SITE, AND PROVIDE CLEAN THE GENERAL CONTRACTOR SHALL COORDINATE w/ CINERGY FOR PLACEMENT OF ANTENNA NON-MEMBER OF THESE SERVICES: ENGINEERED BACK FILL WHERE NEEDED FROM OFF SITE. MOUNTS, GROUND BAR, GROUND LEADS AND COAX CABLE SUPPORTS PRIOR TO THE LIFTING AND SETTING OF THE WOOD TRANSMISSION POLE TO THE FINAL POSITION. HOLEY MOLEY: 1-800-382-5544 $, THE CONTRACTOR SHALL AT THE COMPLETION OF WORK REMOVE ALL DEBRIS FROM THE CINERGY. __: ##-###-#### SITE AND AREAS DISTURBED, PERFORM FINAL GRADING, AND SEED AND MULCH ALL AREAS IL REMOVE TOPSOIL FROM NEW COMPOUND AREA (SEE NOTE 10) LATTICE COMMUNICATIONS, J.W. GIBSON: ###-###-#### DISTURBED (WHERE APPLICABLE). SITE COMPOSITION: AGGREGATE LIMITS EXTEND TO AREA DEFINED ON THIS DWG. GPD ASSOCIATES, Mr. TREVER POWERS: 317-299-2996 10, SEEDING AND MULCHING : PROOF ROLL SUBGRADE (20 TON MINIMUM) Z, THE CONTRACTOR IS HEREBY MADE AWARE THAT NO SUBSURFACE REPORT HAS BEEN PLANT TEMPORARY SEEDING AND MULCHING IN ALL AREAS THAT SHALL BE INACTIVE FOR 15 4" BAS RIC (TYPAR 3401 OR APPROVED EQUAL) UNDER BASE OF ENTIRE AGGREGATE LIMITS PERFORMED AT THIS SITE. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, DAYS OR MORE. ALL DISTURBED AND ERODED EARTH SHALL BE REGRADED AND SEEDED 4" BASE AGGREGATE - E - A #1 AND #2 STONE (4 TO 2 1/2" DIA.) INCLUDING SUBSURFACE CONDITIONS. THE CONTRACTOR SHALL OBTAIN PERMISSION OF OWNER WITHIN 14 DAYS. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF FINAL 2" INTERMEDIATE COURSE - AASHTO #67 STONE (3/4" TO 1 1 /2" DIA. ). FINES) VIA GPD ASSOCIATES PRIOR TO SITE ENTRY FOR THE PURPOSE OF VERIFICATION OF EXISTING GRADING. SEED SHALL BE 20% KENTUCKY BLUEGRASS, 20% CREEPING RED FESCUE, 20% 2" FINISH COURSE - AASHTO #57 STONE (3/4" TO 1 1 /2" DIA. WASHED). SITE CONDITIONS. AFFINITY PERENNIAL RYEGRASS, 20% OMEGA II OR MANHATTAN II PERENNIAL RYEGRASS AND 20 WOOD TRANSMISSION POLE ANALYSIS OF NEW WOOD POLE AND SOIL CONDITIONS IS BY % CHARGER PERENNIAL RYEGRASS AT A RATE OF 5 LBS. PER 1000 S.F AND SHALL BE 1L OTHERS FOR LATTICE. CONTRACTOR SHALL VERIFY VIA LATTICE THAT THE NEW POLE IS EXISTING UTILITIES ARE SHOWN FROM THE SURVEY AND ARE NOT NECESSARILY COMPLETE APPLIED IN ACCORDANCE WITH ALL LOCAL ORDINANCE. MULCH ALL NEWLY SEEDED AREAS WITH OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE, EXPOSE, AND NO LESS THAN 1 1/2- (LOOSE MEASUREMENT) OF SEED FREE, SALT HAY OR THRESHED STRAW STRUCTURALLY SUFFICIENT TO HOLD ALL LOADINGS AS OUTLINED IN THESE DOCUMENTS. DETERMINE IF CONFLICTS EXIST WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL OF WHEAT, RYE, OATS, OR BARLEY. NOTIFY THE ENGINEER (GPD ASSOCIATES) IN ORDER TO RESOLVE ANY CONFLICTS. EXISTING THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY AND SECURITY OF THE EXISTING GRAVEL DRAIN OR FIELD TILE DAMAGED DURING ANY PHASE OF CONSTRUCTION SHALL BE REPAIRED OR 1L REPLACED, AS NEEDED, IN LIKE KIND AND CHARACTER, AND AT THE EXISTING GRADE PRIOR TO COMPOUND OR ACCESS DRIVE AND SHALL RESTORE SAID AREAS TO IT'S ORIGINAL CONDITION t ( CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES. IF GEOTEXTILE FABRIC IS PRESENT BELOW I SAID AREAS, THE CONTRACTOR SHALL PROVIDE A PATCH TO THE FABRIC IN ANY LOCATION ALL WORK SHALL BE CONFINED TO THE LEASE AND/OR ACCESS AREAS (EXCEPT GRADING), WHICH IT IS BROKEN, CUT OR TORN. THE PATCH SHALL CONSIST OF MATCHING OR APPROVED C/L 1116th STREET UNLESS AGREEMENT AND CONSENT OF THE PROPERTY OWNER IS OBTAINED. EQUAL FABRIC TO THAT WHICH IS DAMAGED AND SHALL EXTEND ONE FOOT (1) BEYOND THE - BREAK IN IN ALL DIRECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS FROM AND NOTIFICATION THE CONTRACTOR SHALL MAINTAIN A COMPLETE AS -BUILT SET OF PIANS AND NOTIFICATION. I � OF ALL GOVERNING AGENCIES THAT REQUIRE SITE INSPECTION OF THE WORK AND/OR SIMPLY CONDITIONS, AND SUBMIT SAME TO THE ENGINEER WITHIN 7 DAYS OF COMPLETION OF I I CONSTRUCTION. THE AS -BUILT PLANS SUBMITTED TO THE ENGINEER SHALL INCLUDE A IL THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING DRAWING WITH DIMENSIONS SHOWING THE LOCATION OF THE BUILDING, POLE AND FENCE WITHIN I PROPERTY RESULTING FROM THE CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO THE LEASE AREA OR PROPERTY AND BE CERTIFIED BY A PROFESSIONAL AUTHORIZED SURVEYOR. I II I PAVEMENT, FINISHED GRADES, LANDSCAPING, BUILDINGS, SURVEY MARKERS, ETC. ],,"� THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING NEEDED TO Il L THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL REQUIRED TRAFFIC CONTROL COMPLETE ALL THE CONSTRUCTION SHOWN HEREON. l I DEVICES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OR l II GOVERNING LOCAL AGENCY (IF REQUIRED). I I I II I I NEW 15' WIDE ACCESS DE j I (SEE ACCESS DRIVE TYPICAL (I SECTION THIS DWG.) NEW 12' ACCESS DRIVE SEE START POINT: ( I I INTERSECTION OF NEW 20' ACCESS X ACCESS DRIVE TYPICAL SECTION I I I i PROPERTY LINE AND C/L EASEMENT 4+67.04 I GEIS TING EMOTED ES TO THIS DWG.) _jI EXISTING TREE TO R 18 31' (i ' I BASE LINE OF CONSTRUCTION BE REMOVED " END POINT: (PROPERTY LINE) PROPERTY CORNER 1 0 I 1+50 2+00 2+50 3+0 3+50 640.28' 4+00 S89 53'40"E 4+50 5+00 5+50 6+00 6+50 7+00 +40.28 - -- -fix- mac- -�r- -xL- -�c-- �r-- x-----;------ I / ^ 2+37.35 (I -c ' I I1+25.0 - _ - -E- - --- -- -- R 26.69 `-------'�"" - :.. .. , a 6+00.77 _ R 36.8671' - :• - -°'- ,. '• , :R ';$.1� �.. 4-1:3 - I a 1 +.72.x 4 l ; r R •'75.41 I l Il - '. ,'- ,: -+►....•_ • 1-- -�—�— ----------- --_2+38.431+73.23 +25.1 3839' I - R 45.40 — — — —— ' t -- - 6+00.77 I I 0 -t- 5+ .97 R 57.05' I 330' N 89 5455" W NEW LEASE AREA 'A' AND I R 46.50' ! i 5+07.37 xX..——� T I COMPOUND (SEE DWG. C3) EXISTING ACCESS DRIVE I , x i x }- TO BE RELOCATED. R 55.59' �,.. :i II QI I GRADE AND SEED AS X NEW 80 HIGH WOOD TRANSMISSION ' I POLE WITH ANTENNA MOUNTING REQUIRED I I HARDWARE. POLE BY CINERGY I (� ANTENNA MOUNTING HARDWARE BY NEW LEASE AREA 'B' AND •,.••. 5+07.45 I , , . ' • • •I , . I LATTICE (SEE DWG. C4) COMPOUND (SEE DWG. C3) I R 84.08' "' . ' (( I FUTURE LANDSCAPING AND FUTURE LANDSCAPING AND x NEW 26 ACCESS I I I RADIO EQUIPMENT SHELTER BYDICARRIER EQUIPMENT SHELTER ; ''� EASEMENT BY CARRIER , X. 1 NEW 80 HIGH WOOD TRANSMISSION EXISTING TREES POLE WITH ANTENNA MOUNTING r; J i : :I w I TY HARDWARE. POLE BY CINERGY I ( ) ; I X Io Il I I ANTENNA MOUNTING HARDWARE BY N I LATTICE (SEE DWG. C4) o I II I NEW GRAVEL ACCESS " i X I O ( DRIVE. CONTRACTOR SHALL : EXIST '. I V)I I TRANSITION TO EXISTING •- � � • ING ' SUBSTATION. I ACCESS DRIVE (TYP. 2 I I ( PLACES) "' - . .<. • -•' d >` l 3 x .. • aCC�SS.QRIME , . I � , ZO j N I I ,• x X I II - ' X ,• X I I L_ x x .!_ X. r' x' x II ( I I , (I I EXISTING 60' POWER POLE I I x x x x x x x x x x x x x x x SITE PLAN 0 310.28' S 89 51'20" W NEW LEASE AREA 'C' AND COMPOUND (SEE DWG. C3) NEW 80' HIGH WOOD TRANSMISSION POLE WITH ANTENNA MOUNTING HARDWARE. POLE BY CINERGY ANTENNA MOUNTING HARDWARE BY LATTICE (SEE DWG. C4) FUTURE LANDSCAPING AND RADIO EQUIPMENT SHELTER BY CARRIER EXIST. OVERHEAD UTILITY (TYP.) mw "DON'T Sm. DIG 14�4 s■ ■manor _ Call Maddy On Fe4W - 7 am. to 6 pm. 1-800- 382 -5544 LL Rm 1-800-428-3200 ani INOW NOT/CE TO CONTRACTOR PER /NDl4N4 STATE LAW 1S-69-1991, /T /S AG4/NST 7H£ LAW TO EXCAVATE WITHOUT NOMWNG THE UNDEWROUND LOCATION SERNCE 7WO (2) WORKING DAYS BEFORE COMM£NC/NG WORK. LEGEN ��`�'`� �.. REL► �i�i� FUTURE LANDSCAPING iaQ� N0. ARD0033977 EXISTING TREE STATE OF NEW WOOD TRANSMISSION POLE 1A,_ ANP EXISTING GRAVEL EXISTING FENCE ' NEW GRAVEL x NEW FENCE x EXISTING FENCE - - - - - - - EXISTING UNDERGROUND ELECTRIC — ---- NEW EASEMENT LINE ---- NEW LEASE LINE 5+07.45 (STATION) /1/_R 84.08' (OFFSET) t", U A110WR BURNS 6 DU HAVEN INC. . �� G PD ASSOCIATES 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 Z s 106W H H VJ C N 0 0 O N .2 U to `r :3 N O +' 0 pV)0 U N 0 +� �C�� () C —tvtV)U ��`�'`� �.. REL► �i�i� DESIGNED cm iaQ� N0. ARD0033977 i STATE OF CHECKED 1A,_ ANP -CHI �//t111i11 Z O W W t— G W Z s 106W H H VJ C N 0 0 O N .2 U to `r :3 N O +' 0 pV)0 U N 0 +� �C�� () C —tvtV)U z0000iz.os C2 0 DATE DESIGNED cm 6_2104" DRAWN cm 6-m-1" CHECKED z0000iz.os C2 0 3 0 C) C) 00 0 N r N U' 0 N fl - CD 0 a�alr Y � V v E O y {- I TW = 000.00" 2+47.48 R 38.39' GRADE AND OR SEED EXISTING ACCESS DRIVE AS NEEDED FOR RELOCATION (TYP.). SEE NOTE 10 ON DWG. C2 FOR SEED MIXTURE NEW VOICE STREAM LEASE AREA 'A' AND COMPOUND NEW 15' WIDE ACCESS DRIVE BASE LINE OF CONSTRUCTION (SEE ACCESS DRIVE TYPICAL (PROPERTY LINE) SECTION THIS DWG.) EXISTING TREE TO BE REMOVED NEW 20' ACCESS 2+50 EASEMENT 3+00 ___ _ _ 640.28' S89 53'40"E X X X X X X X X X X X X- ---- ---------- - -E- ---_ `i► W W \ W W� W W W W ` i W W W W 3+07.48 1 x . x R 38.36' NEW 12' WIDE ACCESS DRIVE - NEW 6' WIDE MANGATE - EDGE OF EXISTING ACCESS DRIVE I o I I• ( EXISTING OVERHEAD I I •:. UTILITIES N • .I 1. -------- -- j o --_j• r > - - /15.00' qX -,x-. 0 0 ' -x- —X_- ---- - -- E ---- \ ,.rte._ L\ JP -00' X X Xx 330' N 89 54'5 W 2+47.49 R 73.39' NEW 80' HIGH WOOD TRANSMISSION POLE WITH ANTENNA MOUNTING HARDWARE. POLE BY CINERGY ANTENNA MOUNTING HARDWARE BY LATTICE (SEE DWG. C4) FUTURE LANDSCAPING AND DETAILED SITE PLAN 10'X12' RADIO EQUIPMENT SHELTER BY VOICE STREAM (LEASE AREA 'A') 1 " = 10' x x x BASE LINE OF CONSTRUCTION (PROPERTY LINE) 6+00 6+50 p 64_0.28' S89 53'40"E x X X _ X X_X X X X X — NEW 20' ACCESS EASEMENT -- �' NEW 12' ACCESS DRIVE (SEE 6+00.79 ACCESS DRIVE TYPICAL SECTION R 31.39' THIS DWG.) ----------------- O !. O 1 06 \\ 1 x• xx. x x 1 I -0 }----- ---- ---- - cy , NEW 6' WIDE MANGATE 15.00' 5,00' I . 10. NEW VERIZON LEASE AREA \\ x x x\\ x 1 'C' AND COMPOUND !o r 6+00.76 R 66.39' T— x0.00' I EXISTING OVERHEAD UTILITIES DETAILED SITE PLAN (LEASE AREA 'C')- 0 in = 10, z EXISTING UNDERGROUND ELECTRIC x x 3+07.50 1. R 73.39' NEW SHADOW-BOX FENCE. (SEE DWG. F1) NEW AGGREGATE COMPOUND (SEE NOTE 15 IN DWG. C2 FOR COMPOSITION) 6+60.79 R 31.44' NEW 80' HIGH WOOD TRANSMISSION POLE WITH ANTENNA MOUNTING HARDWARE. POLE BY CINERGY ANTENNA MOUNTING HARDWARE BY LATTICE (SEE DWG. C4) —FUTURE LANDSCAPING AND 14'X20'x10' RADIO EQUIPMENT SHELTER BY VERIZON 6+60.76 R 66.44' — NEW SHADOW-BOX FENCE. (SEE DWG. 171) — NEW AGGREGATE COMPOUND (SEE NOTE 15 ON DWG. C2 FOR COMPOSITION) BASE LINE OF CONSTRUCTION (PROPERTY LINE) •00 640.28' S89 53'40"E 4+50 X X X X X11 E NEW 12' WIDE .. . •• ' .. . . • � ^' • . . �' - . • - - _ `' � "- ACCESS DRIVE NEW 6' WIDE MANGATE 4+6.10•L. ; R 38.33, ; ; . W Vj •Y Y Y .• W V V► N• NEW SHADOW-BOX qj FENCE. (SEE DWG. F1) OQA NEW AGGREGATE � r _,...� COMPOUND (SEE NOTE 15 ON DWG. C2 FOR x I I �� •x COMPOSITION) I I EXISTING OVERHEAD - - - - -- - - _. - - - - - _ _' - I o (•.- UTILITIES 1 x - - EXISTING UNDERGROUND. - ELECTRIC x L ----- —J x 4+6.11E _ x 1A x x 1 R 73.33' _11.00, _ 5.00' w 7.00'00 1 x— x x x x x I \ W I NEW SPRINT LEASE AREA 'B' x I I i-Zl�i1 _ AND COMPOUND CHECKED 6p.00' i '' STATE OF ,;NDiANP FUTURE LANDSCAPING AND 9 CHI ���������• �>>J�Jrult Z 0 15'X17'x8' RADIO x rn o: EQUIPMENT SHELTER BY I I W SPRINT a I W NEW 80' HIGH WOOD TRANSMISSION x I POLE WITH ANTENNA MOUNTING ( i HARDWARE. POLE BY CINERGY ANTENNA MOUNTING HARDWARE BY LATTICE (SEE DWG. C4) DETAILED SITE PLAN (LEASE AREA--- ' Bp)_ Z in = 10' 20'/26' ACCESS EASEMENT SEE SITE PLAN 4+66.10 R 38.31' GRADE AND OR SEED EXISTING ACCESS DRIVE AS NEEDED FOR RELOCATION (TYP.). SEE NOTE 10 ON DWG. C2 FOR SEED MIXTURE EDGE OF EXISTING ACCESS DRIVE 3+66.11 R 73.31' EQUAL EQUAL' OF DRIVE 1 /4"/FT. (MAX') 1 /4"/FT• (MAX.) 2" FINISH COURSE: AASHTO #57 CRUSHED LIMESTONE (TO BE PLACED AFTER MAJOR CONSTRUCTION & TOWER ERECTION IS COMPLETED). CONTRACTOR SHALL BE REQUIRED TO ADD ADDITIONAL MATERIAL IN RUTTED AREAS. REGRADE '� N -THE ACCESS DRIVE PRIOR TO PLACEMENT OF THE I I I INTI—IIII I- 1 i III -1 I I I I I -i —I . I -i . .-1-. .- - (I I FINISH COURSE. `— 2" INTERMEDIATE COURSE: AASHTO #78. GEOTEXTILE FABRIC (T'YPAR #3401) OR 6" BASE AGGREGATE: AASHTO #1 & #2. APPROVED EQUAL. INSTALL ON UNSTABLE SOIL AREAS & AREAS WITH A WET OR SOFT REMOVE TOPSOIL (10" DEEP) & SPREAD ALONG SUB -BASE AS DIRECTED BY ENGINEER. EACH SIDE OR REMOVE FROM SITE COMPACT SUBGRADE. ACCESS DRIVE TYPICAL SECTION,.- N.T.S. LIMITS: FROM END OF EXISTING DRIVE TO NEW COMPOUND GlAUS MU SCHOWR BURNS 6 DEHAM INC. G PD A'00MMA L ASSOCIATES 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 g J J vi CN O 0 N v 0 c It :3 i O E+ 0 0y 0 :_. c0) v v 14) C V > C J (n U .v EC�O,,� O�`,`� �-• RIs I COO i-Zl�i1 DRAWN COO I CHECKED ARp0033977 i '' STATE OF ,;NDiANP 9 CHI ���������• �>>J�Jrult Z 0 POa o: W D W a W g J J vi CN O 0 N v 0 c It :3 i O E+ 0 0y 0 :_. c0) v v 14) C V > C J (n U .v JOB NO. 2000072.08 C3 DATE I COO i-Zl�i1 DRAWN COO CHECKED JOB NO. 2000072.08 C3 fppp1• J O LW m N m O Q' 1' N.- 1 C y N n O TW = 000.00' TYPICAL ELEVATIO, 1" = 5' 100 NEW 80' HIGH WOOD TRANSMISSION POLE BY CINERGY NEW 9'-0" TALL SHADOW BOX FENCE COMPOUND NCE .0" )E ELE. 0'-0" NEW LOW PROFILE CHAIN MOUNT MTS MODEL# MT -241. (TYP.) (1) PER POLE. MOUNTS SHALL BE INSTALLED AS SUCH THAT ANTENNAS TO BE INSTALLED SHALL NOT BREACH 80' A.F.G. MOUNT PER MANUFACTURERS SPECIFICATIONS FUTURE ANTENNAS BY CARRIER NEW ANTENNA GROUND BAR FURN. & INSTALLED BY CONTRACTOR (SEE DETAILS THIS DWG.) FUTURE GROUNDING JUMPER BY CARRIER NEW COAX SUPPORT BRACKETS MTS MODEL #RM—USBG w/(3)#GLS-0330, SPACED 6'-0" ON CENTER. CONTRACTOR SHALL FURN. & INSTALL AS NEEDED FUTURE COAX BY CARRIER 2 NEW #6 INSUL. THHW FURN. & INSTALLED BY CONTRACTOR. CONTRACTOR SHALL COIL AN EXCESS OF 12'-0" AT THE BASE OF THE TOWER. NEW POLE LOCK WASHER MOUNTING BRACKET CHERRY INSULATOR GROUND BAR 5/8" HARDWARE LOCK WASHER 1/2" HARDWARE LAG BOLT GROUND BAR MOUNTING. 1 „ HEAT SHRINK (CLEAR) MIN. 3/4" 1 /4"-20 HEX BOLT GROUNDING CONDUCTOR. MIN. 1/4" FLAT WASHER PRIMARY GROUND BAR .......... :...� — 2 HOLE LONG BARREL COMPRESSION TYPE LUG. NOTES 1/4- EXT. TOOTH LOCKWASHER 1 /4"-20 HEX NUT A. SELECT BOLT LENGTH TO PROVIDE MINIMUM OF TWO THREADS EXPOSED. B. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF THE LUG. C. APPLY ANTI—OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. D. USE SOLID COPPER WIRE AND CADWELD CONNECTION FOR ALL EXTERIOR UNDERGROUND GROUNDING. GROUNDING CONNECTION. I'—n" 1 1 r. 1 I r. << VLAUL5) NTEN G (2 HOLES BOTH SIDES) 7/16" DIAMETER (3 HOLES BOTH SIDES) HALF SCALE NOTE 1. 2. HOLES TO HAVECOPPER I /16"R�OUNTERSINKTIN ON�EACH SDE. TED AFTER FABRICATION (.0003 THICK). GLAUS PYLE SCH(HNER BURNS b DEHAVEN INC. GPD ASSOCIATES 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 V(3 �J Ui C N O 0 p N U_ LID •C It E N .t -� O UC�v O�� C v�5c —i I'* (n U RFCT'''•. ., a saft aST. �•Q�� Q� N0. Fo DRAWN COO ABOOD33977 CHECKED STATE OF 2 9,Q.0"A. ,CH IT ,\ z O CL 7 U W D W i— G W ce V(3 �J Ui C N O 0 p N U_ LID •C It E N .t -� O UC�v O�� C v�5c —i I'* (n U JOB NO. 2000072.08 C4 9 DATE DESIGNED COO 6-M-1111 DRAWN COO CHECKED JOB NO. 2000072.08 C4 9 J -w nAn'n nn" 1 "x8" BOARD — TYP. A ATTACH TO RAILS WITH F1 2-6d NAILS PER RAIL 4" SPACING BETWEEN BOARDS it II II it II ll II II ii 4 + i--}- 1 L 1 L i_I 1 L L_1_1_11 II II it II II II it it II II it II II II it it II II II II II II II II II it II II II II II II II II II II it it II II II II it II II I it II II (I II II ii II �I II II II II II II II II 1 LL 1 L l 1_1 1 0 II II II II II II II I T T4 -1_T T f l -T T f l i II II it II II II II it II I II II it II II II II II II 11 II II II I II II II II II II II II it �I II II II II II II II II I i II II II II II 11 I1 II II II II II II II II II II 7 T -T T 4—++ �I II II II II it II II II O 1'-0" (TYPICAL) LINE POST 8' (TYP) — 10' MAX. /4"x4" POST (TYP) 4000 PSI CONCRETE FOUNDATION (TYP) 6" OF CRUSHED STONE FOR DRAINAGE (TYP.) V-6" (TYPICAL) GATE & CORNER POSTS SHADOW BOX FENCE & POST DE 1/2 " = 1 '-0" 4" DIA. STANDARD GAUGE PIPE (CAPPED) FOR GATE POST 4"x4" WOOD 6'-2" 2"x6" WOOD TOP POST RAIL BOLTED TO PIPE FRAME I I I I I I I I I (TYPICAL) -4I I I I I i t I I V J T I-1 �- +- l +- � L_ II II I I II II II I I II 11 "" 2 xs WOOD I I I I i I I� I i i III I I I I I I MIDDLE RAIL BTO PIPE OLTED RA (TYPICAL) I I I I) I I I I I I LSI I I I I i I 10 1"x8" WOOD 4 FENCE BOARDS I I I I I I I I it 2"x6" TOP RAIL ATTACHED TO POSTS WITH 3-20d GALV. NAILS 1 "x8" WOOD FENCE BOARDS - 2"x6" BOTTOM RAIL ATTACHED TO POSTS WITH 3-20d NAILS 4"x4" POST (TYP) Im i a� SECTION A -N DESIGNED cm . Q.Cl,STE9R• 0� Q No. a = DRAWN AR00033977 CHIECKED STATE OF '4CH I 11111 O P ch W O W H a C W or co NOTE: •.::.� (( I. CORNER '• •.� AND END ;` '� POSTS,.x. 8' (TYP) — 10' MAX. /4"x4" POST (TYP) 4000 PSI CONCRETE FOUNDATION (TYP) 6" OF CRUSHED STONE FOR DRAINAGE (TYP.) V-6" (TYPICAL) GATE & CORNER POSTS SHADOW BOX FENCE & POST DE 1/2 " = 1 '-0" 4" DIA. STANDARD GAUGE PIPE (CAPPED) FOR GATE POST 4"x4" WOOD 6'-2" 2"x6" WOOD TOP POST RAIL BOLTED TO PIPE FRAME I I I I I I I I I (TYPICAL) -4I I I I I i t I I V J T I-1 �- +- l +- � L_ II II I I II II II I I II 11 "" 2 xs WOOD I I I I i I I� I i i III I I I I I I MIDDLE RAIL BTO PIPE OLTED RA (TYPICAL) I I I I) I I I I I I LSI I I I I i I 10 1"x8" WOOD 4 FENCE BOARDS I I I I I I I I it 2"x6" TOP RAIL ATTACHED TO POSTS WITH 3-20d GALV. NAILS 1 "x8" WOOD FENCE BOARDS - 2"x6" BOTTOM RAIL ATTACHED TO POSTS WITH 3-20d NAILS 4"x4" POST (TYP) Im i a� SECTION A 1/2" = 1'-0" FASTEN LATCH AND RECEIVER WITH LAG BOLT AND WASHERS (NUT ON COMPOUND SIDE) LATCH LATCH RECEIVER HASP AND PAD LOCK GENERA FENCING NOTES J, BOTTOM OF CONCRETE BASE SHALL BE SET BELOW FROST LINE (SEE LOCAL CODE) CONCRETE BASE IS RECOMMENDED MINIMUM AND SHOULD BE REDESIGNED FOR CONDITIONS WHERE SOIL IS POOR. PROVIDE CONCRETE WITH A 28 DAY STRENGTH OF 4000 PSI. (MIN.). 2. ALL POSTS SHALL BE INSTALLED IN FOOTINGS AS SPECIFIED. WHERE THE POST IS SET IN ROCK OR CONCRETE, CORE A HOLE 12" DEEP AND 1 " LARGER IN DIAMETER THAN THE POST. SET THE POST AND GROUT IN PLACE USING NON—SHRINK GROUT. 3, ALL MATERIAL FOR THE WOOD FENCE SHALL BE PRESSURE—TREATED BY CHROMATED COPPER ABENATE (CCA) PER AMERICAN WOOD PRESERVERS BUREAU (AWPB) STANDARDS. ALL MATERIAL FOR THE WOOD FENCE SHALL BE NO. 2 GRADE OR BETTER. ALL FENCE POSTS SHALL BE PRESSURE—TREATED TO AWPB STANDARD LP -22 (GROUND CONTACT) AND ALL OTHER MATERIAL SHALL BE TREATED TO AWPB STANDARD LP -2 ABOVE GROUND USE). LP -22 TREATED WOOD MAY BE SUBSTITUTED FOR LP -2 TREATED BUT NOT THE REVERSE. 4. ALL FASTENERS & HARDWARE FOR THE WOOD FENCE SHALL BE HOT DIPPED GALVANIZED. 1% ALL PIPE SHALL BE SCHEDULE 40. �. CONTRACTOR SHALL PROVIDE HOLD OPEN STOPS/DEVICES FOR ALL GATES. Z, GATES SHALL SWING FREELY AND UNOBSTRUCTED IN THE DIRECTION SHOWN ON THE CONSTRUCTION DRAWINGS (SEE SHT. C3) TO THE FULL OPEN POSITION. L ALL WOOD GATES SHALL HAVE PIPE FRAME BRACING (WELDED ASSEMBLY, COLD GALV. AND SILVER PAINT WELD AREAS) ALONG WITH DIAGONAL BRACING (3/8" DIA. STEEL TRUSS ROD) AS SPECIFIED. Z THE GRADE OF THE SITE AND INSTALLATION OF THE FENCE SHALL PROVIDE FOR NO MORE THAN A 1" GAP BETWEEN THE BOTTOM OF THE FENCE MATERIAL AND FINISH GRADE. 1Q. CONTRACTOR SHALL PROVIDE THE FOLLOWING PAINT SYSTEM AS SPECIFIED BY SHERWIN WILLIAMS OR ARCHITECT APPROVED EQUAL. 1. GALVANIZED FERROUS METALS (GATE POST, & MISC. HARDWARE). a. SURFACE PREPERATION: S—W10. b. PRIMER: GALVITE PAINT — ONE COAT, 2 MILS DFT. c. PAINT: METALASTIC II ENAMEL — TWO CAOATS, 3 MILS DFT PER COAT. 2. EXTERIOR TREATED WOOD (FENCE) a. SURFACE PREPERATION: S—W23, 12 b. PRIMER: CUPRINOL OIL—BASED SEMI—TRANSPARENT DECK STAIN c. STAIN: CUPRINOL OIL—BASED SEMI—TRANSPARENT DECK STAIN d. COLOR: AS SELECTED BU OWNER JL CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) MASTER LOCK #175D/ COMBINATION PADLOCK. ,IAU5 j"+!f uJKW) fz RI!RNS 6 DfNAWN W . . . . . . . . . . . . . . . GPD ASSOCIATES 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 I -N DESIGNED cm . Q.Cl,STE9R• 0� Q No. a = DRAWN AR00033977 CHIECKED STATE OF '4CH I 11111 O P ch W O W H a C W or . -•• ••• :• • • 1/2" = 1'-0" FASTEN LATCH AND RECEIVER WITH LAG BOLT AND WASHERS (NUT ON COMPOUND SIDE) LATCH LATCH RECEIVER HASP AND PAD LOCK GENERA FENCING NOTES J, BOTTOM OF CONCRETE BASE SHALL BE SET BELOW FROST LINE (SEE LOCAL CODE) CONCRETE BASE IS RECOMMENDED MINIMUM AND SHOULD BE REDESIGNED FOR CONDITIONS WHERE SOIL IS POOR. PROVIDE CONCRETE WITH A 28 DAY STRENGTH OF 4000 PSI. (MIN.). 2. ALL POSTS SHALL BE INSTALLED IN FOOTINGS AS SPECIFIED. WHERE THE POST IS SET IN ROCK OR CONCRETE, CORE A HOLE 12" DEEP AND 1 " LARGER IN DIAMETER THAN THE POST. SET THE POST AND GROUT IN PLACE USING NON—SHRINK GROUT. 3, ALL MATERIAL FOR THE WOOD FENCE SHALL BE PRESSURE—TREATED BY CHROMATED COPPER ABENATE (CCA) PER AMERICAN WOOD PRESERVERS BUREAU (AWPB) STANDARDS. ALL MATERIAL FOR THE WOOD FENCE SHALL BE NO. 2 GRADE OR BETTER. ALL FENCE POSTS SHALL BE PRESSURE—TREATED TO AWPB STANDARD LP -22 (GROUND CONTACT) AND ALL OTHER MATERIAL SHALL BE TREATED TO AWPB STANDARD LP -2 ABOVE GROUND USE). LP -22 TREATED WOOD MAY BE SUBSTITUTED FOR LP -2 TREATED BUT NOT THE REVERSE. 4. ALL FASTENERS & HARDWARE FOR THE WOOD FENCE SHALL BE HOT DIPPED GALVANIZED. 1% ALL PIPE SHALL BE SCHEDULE 40. �. CONTRACTOR SHALL PROVIDE HOLD OPEN STOPS/DEVICES FOR ALL GATES. Z, GATES SHALL SWING FREELY AND UNOBSTRUCTED IN THE DIRECTION SHOWN ON THE CONSTRUCTION DRAWINGS (SEE SHT. C3) TO THE FULL OPEN POSITION. L ALL WOOD GATES SHALL HAVE PIPE FRAME BRACING (WELDED ASSEMBLY, COLD GALV. AND SILVER PAINT WELD AREAS) ALONG WITH DIAGONAL BRACING (3/8" DIA. STEEL TRUSS ROD) AS SPECIFIED. Z THE GRADE OF THE SITE AND INSTALLATION OF THE FENCE SHALL PROVIDE FOR NO MORE THAN A 1" GAP BETWEEN THE BOTTOM OF THE FENCE MATERIAL AND FINISH GRADE. 1Q. CONTRACTOR SHALL PROVIDE THE FOLLOWING PAINT SYSTEM AS SPECIFIED BY SHERWIN WILLIAMS OR ARCHITECT APPROVED EQUAL. 1. GALVANIZED FERROUS METALS (GATE POST, & MISC. HARDWARE). a. SURFACE PREPERATION: S—W10. b. PRIMER: GALVITE PAINT — ONE COAT, 2 MILS DFT. c. PAINT: METALASTIC II ENAMEL — TWO CAOATS, 3 MILS DFT PER COAT. 2. EXTERIOR TREATED WOOD (FENCE) a. SURFACE PREPERATION: S—W23, 12 b. PRIMER: CUPRINOL OIL—BASED SEMI—TRANSPARENT DECK STAIN c. STAIN: CUPRINOL OIL—BASED SEMI—TRANSPARENT DECK STAIN d. COLOR: AS SELECTED BU OWNER JL CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) MASTER LOCK #175D/ COMBINATION PADLOCK. ,IAU5 j"+!f uJKW) fz RI!RNS 6 DfNAWN W . . . . . . . . . . . . . . . GPD ASSOCIATES 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 I -N DESIGNED cm . Q.Cl,STE9R• 0� Q No. a = DRAWN AR00033977 CHIECKED STATE OF '4CH I 11111 O P ch W O W H a C W or 41 U J J vi C 04 . _j O o N to 41 C � E L EO 0 0 tv •c I'`� c V c -� V) U JOB NO. 2000072.08 F1 DATE DESIGNED cm 6-0-1 DRAWN CHIECKED JOB NO. 2000072.08 F1