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Home My WebLink AboutLandscape Plans1 2 3 4 5 6 117 8 9 110 11 12 113 Temporary Seeding Dote MULCH (TYP. OF 3) 2 PLY HOSE Wheat or RyeM TREE HM- LDCATE i STAN DIRECTLY SMnW%EST OF TREE TRUNK THE11C PLAN GateNOF1.921J, TAPES FROIM SHRUB TRUNK o Annual R—MENe"yJ MIEN �� ' REMOVE BURLAP FROM TOP ell —1, 1/3 OF ROOTBALL Cl- pp r SAUCER FILLED LWTH SHREDDED to WEED BARRIER CLC BARK MULCH EXTENDED 6' FROM PIT FINISH GRADE PREPARED SUBGRADE PER INDOT No. 201 EM BAO(FILL WITH A MIXTURE OF Sheet No. A UNDERGROUND SEWER LINE N^" 50x TOPSOI. 25% ORGANIC x FENCE LINE Non -irrigated* COMPOST AND 25% PEAT MOSS - � OF 1 ' Irrigated FINFAINE EXISTING SUBSOIL OR Gibson &Associates, [ncorporated MERRIMAC CORPORATION COMPACTED BACKFILL Dormant Wgation needed during this period. To control 1Y tea Seeding•• erosion at tines other than In the shaded yeas, use mulch. L • Late summer seeding dates may be extended 5 dap N mulch is applied. •• Increase seeding application by 50X X PVMT FIGURE 5-3 Temporary Seeding° Kind of s°°d ,aoo Sc. Ft. ,ux° Remarks — — SHRUB DETAIL Wheat or Rye 3.5 be. 2 bu. Cover seed 1' to 1 1/Y' deep X -- — — PVMT WN oats 2.3 lbs. 3 bu. cover esed 1' deep SCALE: NOT TO SCALE xEP EC ---------- Annual ryograss 1 Ib. 40 lbs. Cover seed 1/4'deep- ' K c C )COR • Not necessary where mulch Is applied. BR EP EC H G F E D C Lo B M co M of CDLJ0 CU I- 0 0 co A r CJ 3 C1 0 Q co X PVMT •jMH X q�TBR X GL MKR ..FACE IFIR SEEDING SCHEDULE WLK-BW X x PVMT TS SCALE: NOT TO SCALE TRAV STA ACE X � WLK-B PVMT O TS fE B -1N C x T EC W. TS r 646�M R2J T ®F� IN x ' 0 K WC, RMP TB X PVMT W1 x Flake YD Tia ` fib• ftp 849 :x WT SIGN_STOP�/`3o SQ x GS E RMF 1 T x TJ X X EP PVMT � x Q1 T EP ' Tx NC -END 06.0 ' e5 H TB `` x TS �� FNC-END 0 ' X X Q �/ x TS T� a5Q TB TB a C' LDG COR`-� !rp NC -LINE 06.0 EP P VM T EP _ \ u SEXi9T . LDG COR T�\ IN6 b' WOOD LDG COR e 3Ei8 sM1 Box FENCE B HOUSE BDG C - ' BLQG FF C LINE 06.0 X .TS TB `� y4 r� \ MT E� \ 4' DG COR `, GS i a EP C PVMT OR �' a COI / EP EP COR t ` 864 _ B 0 FNC- ND t06. Qo XP T@PR02.0 ' SPOT LT C ® C 1 (� R P D -TITCH 02.0 \ Q t ■ TC C R y` C \ FN 04. \0 l upGE EC\ i EC COR �a EC I LIP`` �.K EC i AILAO` Sp \ BLDG COR TK Ye �D�JVLFSS PVMT E ,\ \ x 1 r f1AWTbok# EP EP TRAV ST x TS <�D�p�N' FNC-END X EP TS X PVMT GS EP ' a� 7f•' Ll, 1. yr ` GS D�• EC C R s•3p ,�5 5y� $>iR • ' • _\F - 04.0 P/ CC EC C ' I REL E5 04.0 FNC-END 04.0 / FNC-LINE 04.0 X GS 3- % �— 4' FENCE FARM FNC-LINE 04.0 ' X GS x GS (5) - 5' HEMLOCK CK to' WDDD 3HADOW BDX FENCE ROOTBALL — METAL STAKE (TYP. OF 3) 12 GUAGE HERE MULCH (TYP. OF 3) 2 PLY HOSE SAUCER TREE HM- LDCATE i STAN DIRECTLY SMnW%EST OF TREE TRUNK PLAN TREE STAKING DETAIL SCALE: NOT TO SCALE 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE METAL STAKES - LENGTH VARIES (TYP. OF 3) 3' SHREDDED HARDWOOD BARK MULCH EXTENDED 6• BEYOND PR - DO 140T COVER TREE TRUNK 3' SOL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET(F APPLEXCAAVATEHOLE LARGER THAN ROOTBALL - ANGLE SIDES OF HOLE BACKFILL WITH A MD(TURE OF 5076 TOPSOIL Mt 50% ORIGINAL SOL aasTING St7BSOL 0R COHMPACTED BACKFILL DECIDUOUS TREE DETAIL SCALE: NOT TO SCALE AKCIAIG 3UMMRHFY HANDICRP i3`XIBM 1 9tx 1a 15 TOTAL 1b r2-2 BDOMARK TBM1 NORTH HEX NUT ON FIRE HYDRANT 0 THE NORTH SIDE OF CARMEL DRIVE 200 FEET t EAST FROM INTERSECTION OF EXECUTIVE DRIVE WITH CARMEL DRIVE ELEVATION 843.02 TBM2 CUT ' ❑ is IN CONCRETE AREA LIGHT BASE 0 THE EAST SIDE OF EXECUTIVE DRIVE 71 FEET f SOUTH OF THE SOUTHWEST CORNER OF SUBJECT TRACT ELEVATION 845.61 A f A ,•: ,.: — F Ia I in 14 I 15 L_EGEN ED LL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). f81 UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). uTuTI Es INLET OR CATCH BASIN � MANHOLE ,,,CLEANOUT AREA LIGHT �-Or UTILITY POLE WITH GUY WIRE fi�R UTILITY POLE WITH RISER FLAG POLE ® TRAFFIC POLE �U UTILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSFORMER cu CONDITIONING UNIT -+�- UTILITY VALVE `Ci HYDRANT U WELL -**- WATER VALVE OW WATER METER -D-Q- GAS VALVE OG GAS METER -o-� --,o,- SIGNS ® MAILBOX TREE, SHRUB, STUMP BENCHMARK � SOIL BORING - - - OVERHEAD UTILITY LINES TV UNDERGROUND TELEVISION LINES E UNDERGROUND ELECTRIC LINES T UNDERGROUND TELEPHONE LINES F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE V UNDERGROUND WATER LINE S / ASSUMED NORTH SCALE 1" = 20' 20• o To' 20' 40' .GENERAL NOTES.- 1. OTES:1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES 2 IT SHAD_ BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHAD. ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY MORE WORK IS STARED. THE CONTRACTOR SHAM. NOTIFY 84 WRITING THE OWNER OR THE ENGINEER Of ANY CHANGES, OMISSIONS, OR'ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL 5. THE SIZE AND LOCATION OF EXISi1NG UTILITIES SHOWN AREA PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTIUiY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4' THICK AND 4' IN WIDTH. 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES AREA TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. a TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. I1. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TiLE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY RJ WRITNG THE OWNER AND THE ENGIN-IR IN ANY GIR,AIMSTANCES ,THERE iH!S CANNOT BE ArCOMPU:9HED. 12 ALL FI I Revisions /D &"P"e PRO :d M L K J !G F GAS ELECTRIC INDIANA GAS COMPANY PSI ENERGY P.O. BOX 1700 P.O. BOX 876 NOBLESVILLE, IN 46060 CARMEL IN 46032 E (317) 776-5531 (317) 846-2595 TELEPWONE STORM SEWER AMERITECH CARMEL CITY ENGINEER 5858 NORTH COLLEGE AVENUE 1 CIVIC SQUARE INDIANAPOLIS, IN 46220 CARMEL. IN 46032 CERTIFIED BY (317) 252-4265 (317) 571-2441 CABLE N STREETS HEREIN DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHNEIDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED JONES INTERCABLE CARMEL CITY ENGINEER IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCJiNE]DER D ` 516 EAST CARMEL DRIVE 1 CIVIC SQUARE ENGINEERING CORPORATION. CARMEL, IN 46032 CARMEL IN 46032 � 1997 (317) 848-4726 (317) 571-2441 � , Schneider Engineering Corporation WATER SANITARY SEWER r"r Schneiderer CARMEL CITY UTILITIES CARMEL CITY UTILITIES 1 CIVIC SQUARE 1 CIVIC SQUARE • • CARMEL, IN 46032 CARMEL IN 46032 (317) 571-2442 (317) 571-2442 UiIUTY HOTLINE WITHIN INDIANA 1-800-382-5544 C� OUTSIDE INDIANA 1-800-428-5200 � C The sae and location of Utilities to are per plans and locations provided b77 the respective utilityutilitycompanies. AN uwity Compania be pri shall be notHor any 3020 North Post Road Engineering excowtlan for Tidal location of aervlces. g. g Indianapolis, Indiana Surveying 46226-0068 Landscape Architecture 317-898-8282 GIS - LIS 317-899-8010 Fax Geology A Partnered Entity with Bohlen, Meyer, �•o o•o o'o -0 o o•o o'o oo o•o Oo 00•0006000•0°00000 o°o•o°o•o°o•000 CARMEL, INDIANA • °0.0 °O • °o • 060 • °O • °0 e °p ° O O O o O O 0 e O �00 000 0 0 00 0 °O 6 °o 0°000°O - 0 00• SITE PLAN Ll' H.A.C. SURFACE 2' H.A.C. BINDER Date Project No. Drawn A rov. 10/15/97 1781.001 6' #53 STONE 010 pp CLC PREPARED SUBGRADE PER INDOT No. 201 Computer Files Sheet No. A UNDERGROUND SEWER LINE N^" - EDGE OF WOODS x FENCE LINE FLOW LINE I Revisions /D &"P"e PRO :d M L K J !G F GAS ELECTRIC INDIANA GAS COMPANY PSI ENERGY P.O. BOX 1700 P.O. BOX 876 NOBLESVILLE, IN 46060 CARMEL IN 46032 E (317) 776-5531 (317) 846-2595 TELEPWONE STORM SEWER AMERITECH CARMEL CITY ENGINEER 5858 NORTH COLLEGE AVENUE 1 CIVIC SQUARE INDIANAPOLIS, IN 46220 CARMEL. IN 46032 CERTIFIED BY (317) 252-4265 (317) 571-2441 CABLE N STREETS HEREIN DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHNEIDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED JONES INTERCABLE CARMEL CITY ENGINEER IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCJiNE]DER D ` 516 EAST CARMEL DRIVE 1 CIVIC SQUARE ENGINEERING CORPORATION. CARMEL, IN 46032 CARMEL IN 46032 � 1997 (317) 848-4726 (317) 571-2441 � , Schneider Engineering Corporation WATER SANITARY SEWER r"r Schneiderer CARMEL CITY UTILITIES CARMEL CITY UTILITIES 1 CIVIC SQUARE 1 CIVIC SQUARE • • CARMEL, IN 46032 CARMEL IN 46032 (317) 571-2442 (317) 571-2442 UiIUTY HOTLINE WITHIN INDIANA 1-800-382-5544 C� OUTSIDE INDIANA 1-800-428-5200 � C The sae and location of Utilities to are per plans and locations provided b77 the respective utilityutilitycompanies. AN uwity Compania be pri shall be notHor any 3020 North Post Road Engineering excowtlan for Tidal location of aervlces. g. g Indianapolis, Indiana Surveying 46226-0068 Landscape Architecture 317-898-8282 GIS - LIS 317-899-8010 Fax Geology A Partnered Entity with Bohlen, Meyer, �•o o•o o'o -0 o o•o o'o oo o•o Oo 00•0006000•0°00000 o°o•o°o•o°o•000 CARMEL, INDIANA • °0.0 °O • °o • 060 • °O • °0 e °p ° O O O o O O 0 e O �00 000 0 0 00 0 °O 6 °o 0°000°O - 0 00• SITE PLAN Ll' H.A.C. SURFACE 2' H.A.C. BINDER Date Project No. Drawn A rov. 10/15/97 1781.001 6' #53 STONE 010 pp CLC PREPARED SUBGRADE PER INDOT No. 201 Computer Files Sheet No. A J: \1781\001 \DINGS\t 78t OOt.DwGS TYPICAL PAVEMENT SECTION' � OF 1 ' Gibson &Associates, [ncorporated MERRIMAC CORPORATION IOSHOSHONE DRIVE B pp CLC PREPARED SUBGRADE PER INDOT No. 201 Computer Files Sheet No. A J: \1781\001 \DINGS\t 78t OOt.DwGS TYPICAL PAVEMENT SECTION' � OF 1 '