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Home My WebLink About07100032-36 Primary Plat Rcv. 10/12/2007 DOCSPROJECT LOCATION VICINITY MAP NO SCALE OPERATING AUTHORITIES GAS VECTREN RO.Box 1700 Noblesville, Indiana 46060 317- 776 -5573 Jim Scott ELECTRIC CINERGY I PSI 1441 South Guilford Road Carmel, Indiana 46032 317- 776 -5347 Rick McClain SANITARY CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 Norrh College Avenue, Suite A Indianapolis, Indiana 46240 Jay W. Alley SCHOOL DISTRICT 5201 East 131 st Street Carmel, Indiana 46033 Ron Farrand HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW CALL 2 WOWNG DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW ICB-f 26. /T ISAGA INS T THE LAW TO EXCAVATE WITHOUTNO77FY/NG THE UNDERGROUND LOCARON SERVICE TWO (2) WORKUVG DAYS BEFORE COMMENCING WORK CABLE TELEVISION BRIGHT HOUSE NETWO S 516 East Carmel Drive Carmel, Indiana 46032 317- 972 -9700 STREETS HAMILTON COUNTY HIGHWAY DEPARTMENT 1770 South 10th Street Noblesville, Indiana 46060 317 - 773 -7770 Mike McBride STORM HAMILTON COUNTY DRAINAGE BOARD One Hamilton County Square, Suite 188 Noblesville Indiana 46060 (317) 776 -495 WATER_ CARMEL CITY UTILITIES 3450 wEST 131 st STREET Westfield, Indiana 462074 317 - 733 -2855 Paul Pace TELEPHONE SBC 5858 North College Avenue Indianapolis, Indiana 46220 317- 972 -9700 Jeremy Pendelton FIRE DEPARTMENT FIRE DEPARTMENT Fire Headquarters, Station 41 2 Civic Square Carmel, Indiana 46032 317- 571 -2600 t RESIDENTIAL SUBDIVISION CONTAINING 11.6 AC +/® E' /2NE' /4NW 1/4/, SEC. 9- TI 7N -R3E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PROJECT ADDRESS: 106th STREET, CARMEL, INDIANA 46032 DOCKET NO. 106th Street STREET NAME CHART LINE I STREET NAME STREET LENGTH WOODHALL LANE 11 1250 LF +- 25 MPH DESIGN SPEED SITE MAP SCALE: 1"=120' I IREVISIONS I � NUMBER DESCRIPTION DATE SHEET lMDCX SHEET NO DESCRIPTION 1 TITLE SHEET 2 PRIMARY PLAT 3 PRELIMINARY EROSION CONTROL PLAN PROJECT LOCATION Rh L LOCATION MAP NO SCALE n n JB COHEN i ;ti.dAbYt i2, n y 210 EAST 91 st STREET, SUITE A REALTY INDIANAPOLIS, INDIANA 46240 PHONE: 317- 844 -4467 FAX: 317 -844 -4527 CONTACT: JEFFREY B. COHEN SATE OF SUBMISSION: REVISED: SOURCE OF TITLE: EXISTING ZONING: 5 7 PLANS PREPARED BY: 853 COLUMBIA ROAE), SUITE 0707 1pbu�; *3i39g9a� A PLAI/VFIELlO, I/V 46768 BUS. 377 707 -3700 FAX (377 7D7 —.3800 . SIr 4'. •r;��i'f';�� ,�� E —MAIL ,banning @banning— eng.com CONTACT: LANCE G. FERRELL ®r 880013: 67•Arf- of / / /i�dtSlu'ta CERTIFIED BY: DATE: J 147 11�r V w 0 a 0 MW 4 v r� Le, r� 5 r r r r r r I PRIVATE STREET STATEMENT 11 *111. 1 1 f 865 /� -- 1 l3Dti'CCD FA /L i'ARM, ®fvC, t INST.# 99099051362 t ZONING S -1i // o 25/86 �� / N 00 W 667.E f- JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUALAND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALLAND CONNECTALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. GENERAL NOTES 1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE W/ A BATTERY BACKUP. 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. FLOODPLAIN NOTE THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001. WATERSHED DOTE FITCH & JESSOP SHED SHED #33 435.64 ACRES EXISTING ZONING - S1 CURVE DATA CURVE NO. RADIUS LENGTH . -- Cjq DELTA C1 100.00' 21.45' 21.45' 12 018'44" C2 k / 126.13' 49 043'30" C3 150.00' 130.18' 126.13' 49 043'30" C4 o, LO Q M! 41.78' 24 006'54" C5 300.00' 139.62' O C) 26 039158" E V \\ V N z 14* z \ o z o ` \, zo N Cn a � \ � LCy dI6, c rn V cck tt U) I o ° � � t � f I I 1 t 1 1 +t z N \ \ 3:w Z \ J w ' / Z F— Z / o) / / Ow U) U) r 4J 1 F-LU / / f� 0 i s zW M r !!r Z�r9� 0 c \\ U `� ... coa• "D�jB1re��Ir�at+a�o`��0� PRIVATE STREET STATEMENT 11 *111. 1 1 f 865 /� -- 1 l3Dti'CCD FA /L i'ARM, ®fvC, t INST.# 99099051362 t ZONING S -1i // o 25/86 �� / N 00 W 667.E f- JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUALAND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALLAND CONNECTALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. GENERAL NOTES 1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE W/ A BATTERY BACKUP. 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. FLOODPLAIN NOTE THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001. WATERSHED DOTE FITCH & JESSOP SHED SHED #33 435.64 ACRES EXISTING ZONING - S1 CURVE DATA CURVE NO. RADIUS LENGTH CHORD DELTA C1 100.00' 21.45' 21.45' 12 018'44" C2 150.00' 130.18' 126.13' 49 043'30" C3 150.00' 130.18' 126.13' 49 043'30" C4 100.00' 42.09' 41.78' 24 006'54" C5 300.00' 139.62' 138.37' 26 039158" H.A. SURFACE in H.A. BINDER `t STONE BASE .i (MIN.) COMPACTED OR UNDISTURBED SOIL 106th STREET @ ENTRANCE PAVEf,r1 ENT SECTION NO SCALE Jr ,0 r z 10' H.A. SURFACE W 1' 5' C1 H.A. BINDER w 4" :T o� STONE BASE CONC. WALK 6" (MIN.) COMPACTED OR UNDISTURBED SOIL LOCAL STREET PAVE10ENT SECTION NO SCALE I t f y t 4 I 1 } I CP + co + I D, NICHOL,4S IC95TNE � ! 9D ; t I I ► I NST. #200400011782 t t� ►_ t 1 I t \ ► . \ t ' +` ZONING S -1 L LAND DESCRIPTION Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3 East Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Northwest Quarter of Section 9, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed bearing) 13301.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point being the Northeast comer of the Northwest Quarter of said Northwest Quarter; thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of said Northwest Quarter; thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South line of the Northwest Quarter of said Northwest Quarter; thence North 00 degrees 25 minutes 56 seconds West a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said Northwest Quarter; thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest corner of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes 28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the LEGEND EXISTING ST STORM SEWER S SANITARY SEWER W WATER LINE X FENCE LINE -OHE OVERHEAD UTILITIES POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and T TELEPHONE LINE easements of record. _ c�} STORM MANHOLE O -� r ® STORM INLETS 'J r, 0 SANITARY MANHOLES u- UTILITY POLES 00 TREE TREE LINE 50' INGREES / EGRESS EASEMENT 25' & PROFILE GRADE 25' 2' 13' 13' 2' 10' w 4' 4' 5' 2' ROLL CURB 2' ROLL CURB LU " FT s�P) SLOPE Y" PER FOOT MIN. SLOPE Y4" PER FOOT MIN. \.�/T ) y Z CONC. WALK SUB - SURFACE DRAIN PER CITY OF CARMEL SPECIFICATIONS BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE PROPOSED STORM SEWER SANITARY SEWER - - WATER MAIN --�-• • --•-• •— FLOWLINE ® SANITARY MANHOLE O STORM MANHOLE 0 STORM INLET 7 FIRE HYDRANT 0 50' 100' Al L EXISTING STORM PIPE i w • •� co O� � 1 1 � � r W , • 1 ` z I I � \ t \ \ N ld� to Up t \ 00\ C \ \ ® t� CT t \ l cql I 1 � I ail I { I I m { f I 1 t I \ r I \ \ � \ o \ \ ANPARENT \ 151\1 12 RM E LISTING \ _ 222`PVT. +l \ ).00' 1 M 1 r z M `` \ 0 Z 1)' F7 1 O Q, wW j Z (J I I � I , / 1 r •' 1 1 " 1 � /1 1 / t t� t ` _ - SO � EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEY SAYS "DIG SAFELY" "ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOUDIG 1 -800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8-f 18 IT ISA GAINS T THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE 7WO (2) WORKING DAYS BEFORE COMMENCING WORK O .0 E Cn -� J m -� o ° � N � C co F— Z CL Z 4J F-LU 0 >' s o c) Os • I� "�a.J' �.d LIJ w �. C `� ... coa• "D�jB1re��Ir�at+a�o`��0� 0 O Q � � V o� o' o. O Q w r U � � m Project No: 07093 Sheet No: 2 of 3 I f h� \V , I J J Br.i / nn� / / / / 1 A9� MI'l I ti I 1 t 1, 1 I - - -I t 1 L , 1 6) a) T 1 1 1 t 1 1 1 1 � 1 1 � t � t 1 1 � t � 4 1 do 1 can \ I / / / 4 J ! \ 65' i 1 t t � M % l ( DISTURBANCE OF EARTH WILL ONLY BE IN THE FRONT, REAR YARD SWALES, LAKES AND WHERE UTILITIES ARE TO BE CONSTRUCTED. PADS FOR THE LOTS WILL NOT BE CONSTRUCTED. LEGEND SILT FENCE el-*� CURB INLET PROTECTION ECB EROSION CONTROL BLANKET TS TEMPORARY SEEDING WITH MULCH PS PERMANENT SEEDING WITH MULCH SILT FENCE AT INLET PROTECTION RR RIP -RAP SOIL EROSION AND SEDIMENT CONTROL SPECIFICATIONS Rlprop shall have a D50, by weight, of 7 Inches. It shall be angular or sub - angular In shape and place to a minimum thickness of 15 Inches, unless otherwise speclfled. Protect trees during constructlon. Do not fill over roots. Contact developer /engineer before cutting any trees over 6 Inches In diameter. Eroslon control blanket shall be North American Green S150 or equivalent. Refer to the Indtano Handbook for Eroslon Control In Developing Areas and the Urban Development Planning Gulde for addition/ Information, constructlon specifications and maintenance recommendations. The Hendricks County Soll and Water •Conservation Dlstrlct and Natural Resources Conservatlon Service, In Noblesville, can be contacted at (317)773 -2181. CONSTRUCTIOil! SEQUENCE AND MAINTENANCE SCHEDULE CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE Pre - constructlon Establtshing Access Runoff Control and Conveyance Land Clearing and Grading Bullding Construction Dellneate Important vegetatlon, Maintain/ Re- Install markings natural or unique areas, and destroyed or removed. septic absorptlon flelds to Cf preserve, undisturbed. t Install temporary gravel Clean entrance /street as constructlon entrance. Install necessary. Inspect weekly sediment traps and barriers as and following each runoff shown In the detal/s. event to review operating 0 \ condltlon and needed \ 0 0 maintenance. Malntaln as necessary. Install measures as shown on Inspect following each runoff the plans. Stablllze stream - event to review operating banks, as necessary. condltlon and needed maintenance. MGlntaln as \ \ necessary. Clear only areas necessary for Insprvt mulching, seeding and constructlon. Apply temporary other measures on a regular or permanent stabilization basis. RepGlr or replace as measures when work Is completed necessary. Apply nutrients to or substantlally delayed. areas where need Is evident, as vegetation becomes .j a� establlshed. Install necessary sediment Inspect weekly and after each barriers and temporary runoff event. Repair and constructlon entrance. replace as necessary. Stablllze all disturbed areas Including soil stockpiles. t2 Seed and mulch wlthln 3 days of completion of grading. �J CP — 1 a t I 1 J { 1 CP Sh i { 1 11 1 1� CSC 1 Stabl/lzatlon JiM, EaA m Jun. Jul. Sew act. Nov. Dec. I I Permanent A +//// 1//// • /I I Dormant B (Seed /ng Temporary I ISeeding ISodding Ps 8/1 // /1/ / I ,Nu /ching I L-- - -- - - - - -- - -1 A - Kentucky Bluegrass 40 lbs /acre; or 40 lbs. toll Fescue, plus 2 tons straw mulch/acre or add Annual Ryegrass 20 lbs /acre. B - Kentucky Bluegrass 60 lbs /acre: or 40 lbs. toll Fescue; plus 2 tons straw mu/ch/acre or add Annual Ryegrass 30 lbs /acre, C - Spring Oafs l00 lbs ✓acre D - Wheat or Rye 150 lbs ✓acre. E - Annual Ryegrass 40 lbs /acre. (l lb-11000 sq. ftJ F - Sod G - Straw Mulch 2 tons /ocre. = /l/= lrrtgatlon needed during June, July, and /or Se# ember. — lrrlgotlon needed for 2 to 3 weeks after applying sod. Ulm and fertilize to site speclflc sol /s tests or appy fert111zer at a rate of 1000 lbs. per acre or 12.12-12 or equivalent. All swa/es shall ba seeded with 2 lbs. Adelpti bluegrass and 2 lbs. Perennial Derby rya or equlva/ent per 1000 square feet. mulch with one bale of straw per 1000 square feet. Fertl /lze with 5 lbs. of 20-5 -5 per 1000 square feet. SEEDING CHART NO SCALE MAINTENANCE =Inspect periodically, especially after storm events, until the stand is successfully established. (Characteristics of a successful stand include: vigorous dark green or bluish -green seedlings; uni- form density with nurse plants, legumes, and grasses well inter - mixed; green leaves; and the per- ennials remaining ,green throughout the summer, at least at the plant base.) =Plan to add fertilizer the following growing season according to soil test recommendations. =Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or re- seeding, and mulching. =If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condi- tion, and mulching; then repair the affected area either by over - seeding or by re- seeding and mulching after re- preparing the seedbed. If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob- lems. (Contact your SWCD or Cooperative Extension office for assistance.) =If additional fertilization is needed to get a satisfactory stand, do so according th soil test recom- mendations. bno -\ 1 e / 1 I � \ t I fA 0 � I \ ti \ l 0 � t 0 o? \ 3sQ \ \� � 1 \ 1 � � t \ 1 1 I 1 I t 1 l 1 1 I t I I � \ , Cf \ � t 0 0 1 \ 0 \ \ 0 0 0 � \ 1 \\ Q \, \ \ \ 1 ` to .j a� t2 1 \ ` 1 t i t 1 / t / 1 HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" GALL 2 WORKING DAYS BEFORE YOUDIG 1- 800 - 382 -5544 CALL TOLL FREE PER IND6ANA STATELAW IC6-126. IT ISAGAINST THELAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATIONSERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK a) 4— CL 0 CL Z LJ i Z cam.® 0 MEN LLI U) 0 0 0 C) . t f� IZ Z �y � c co o. • �, 6 ,,,41 18ii83��a�e °° o �' o Q) U L v ICJ y! w. �ZU� f o � , Oro Ww��,c o A Project No: 07093 Sheet No- 3 of 3 0 .j a� t2 , ''E VJ C-D L0 0 M II C: C (✓ U O 0 Q U c) 0 CL 0 CL Z LJ i Z cam.® 0 MEN LLI U) 0 0 0 C) . t f� IZ Z �y � c co o. • �, 6 ,,,41 18ii83��a�e °° o �' o Q) U L v ICJ y! w. �ZU� f o � , Oro Ww��,c o A Project No: 07093 Sheet No- 3 of 3