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HomeMy WebLinkAboutCarmel Streetscape: 116th St &Shelborne Rd CA NJ CS N E M �NDION CARMEL STREETSCAPES Carmel Streetscape : 116th Street and Shelborne Road Carmel, Indiana OR ¢ p [] PRINCE V 1 .:8 TF 1 S T (Lr CEOICE rtl�9C�c a ''Z (3 z Ld T_ .z � 136TFI ST ROYAL "� ' 0 S)tv w Drawing Index 0 a, C, COVER SHEET RN aR IVDRY CT _ LP 1.1 LANDSCAPE PLAN g tE /1J Y I.NCOLNS ilRt ^� 4th, Q 3 `� LP 1.2 LANDSCAPE PLAN DETAILS AND PLANTING SCHEDULE G FR rp y tip' 131 ST S_ RUF v4 n 1HA'AtTRt�f i W� LP 1.3 LAYOUT AND GRADING PLANS TANTARA nJ Nr TRQ.16C, ICE Q- SIR 01 t"ONST GG�ff LP 1.4 DETAILS 4 Ile C { G�L4 DJ IT YATIEY � r r � �; L 4 fi Hnut?Rns, E 1.1 ELECTRICAL PLAN AND DETAILS CLAD w 4 p7, IRR 1.1 IRRIGATION PLAN AND DETAILS �Ln S' rc ""4E V-41 ME NJ`s V- y41 1 26 TH S' Y �:�o r r z DERtK m� x'P~ �� cCt'ISROOK C'R GI CI.ITDN pR 7 Jas { LU) ',f t� a.f3v ,- IS MO c� J 'WALK T d I I R 4/FFrl 4 � L S HE 1, )- C �Q w IIYAC11471I WAY A�C[',S Uk a ut W 121 wT ST ys o R A.:�, nR t Ts l N r� T� z � 0 4 4pnv,N� ; U b DUIDIN DR �JNUFNLf .� CASTI? ROCK OR 'N ' 161H S1 0 z y r7 ra O !n LARD -� CRLYS C 7 , Q 10, RUNDELL ERNSTBERGER z 4 ASSOCIATES LLC r ODi,A'Y':V _U '4L►v- may . TOC4C CI YAL NiN _STON}R Q z ALA`` v CJ UUEEYS 5` ,'4p c a p Y ��,� 4• J Y c Land Planning, Urban Design, Landscape Architecture 429 East Vermont Street, Suite 110 N ��� ���� � � Indianapolis,E mil reaindy@reasite.com 0127 Project Site NOT TO SCALE February 5 2007 01 ?,� ,d � y + I ° + � MATCHLINEA � 1 � + + '�' 7)CAL-A 1) CEL-O 195)PET-E I + ACE-G + I 3) VIB-S 8)IPO-B 5 J � + SPADE EDGE TYP. 33) BUX-CG + 217) VER-W 217) VER-W / 41) IRI-CR SOD TRUCK / 41) IRI-SS 41 IRI-SW + + APRON + ° 504) GER-S + + + + + + 1 + I I + + + + + + + + 62 CAL-A , / GENERAL NOTES + + + ++++++++++ + 1 31) SUMMER PLANTING ECM-SS m / + I + + + +++++++++++++++ �' / ( I it I 1.REFER TO LP 1.2 FOR PLANTING SCHEDULE AND 8) CER-C + + + + + + + + + + + ' I li I DETAILS. + + + + + + + + + + + + 411) ACH-TIC 3)/ACE-G I 2. REFER 70 LP 1.3 FOR ROUNDABOUT GRADING + + + + + + + + + + � i URN PLANTING PLAN PLANS. + + + + + + + + + 205) CENR + + + + + + + + + + + � I 2 + + + + + + + + + + + + + / I+ + SCALE: 1 /4" _ 3. REFER TO IRR 1.1 FOR IRRIGATION PLANS. + + + + + + + + 112) GER-S ++ + + + + + + + + + ++ + + + + ++++ +++ 4. REFER TOE 1.1 FOR ELECTRICAL PLANS. + III 5. PROVIDE SPADE EDGE BETWEEN LAWN AND ALL + + + + + ++ + + + + + + PLANT BEDS,REFER TO DETAIL 4,LP 1.2,UNLESS NOTED + + / II I I OTHERWISE. + + + + + + / 6. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT :'zh: : ` : ` : :4 :': F:' : ;};':•` :}:. . .:.:. . :.�..:.. 119) GER-S ) INSTALLATION.A D PLAN T BED UST EDGES OR T BE STA + ♦ + I + + + + I I ' REQUIRED. 7.CONTRACTOR SHALL MAKE OWN PLANT QUANTITY TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND + + + 1 I I PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS (I.E.SPACING)DICTATE,UNLESS OTHERWISE DIRECTED + • } I I; BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT 201) CAL-N + + + © + 6) CEL-O 5) CEL-O SPACING PER SCHEDULE. 201) ECH-FA + + + 201) CAL-N / + 201) NEP-F t + + 201) ECH-SS 3) AC / I I B.RECONDITION AND RESTORE ALL AREAS DISTURBED + + + 201) NEP-F I / I + BY CONSTRUCTION ACTIVITIES. + + + / 4) CEL-O 9.ALL PLANT BEDS TO RECEIVE 2"MINIMUM OF � 9 PEN-H I + SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. 454) CER-P + + 454) CER-P + 3) VIB-S 10.EARTHWORK CONTRACTOR SHALL INSTALL / 9) PEN-H TOPSOIL IN ALL PROPOSED PLANT BED AREAS AND 1 / ALL PROPOSED/DISTURBED LAWN AREAS.GENERAL EARTHWORK AND LANDSCAPE CONTRACTOR SHALL 48 BUX-CG EXISTING COORDINATE QUANTITY AND PLACEMENT OF TOPSOIL.LANDSCAPE CONTRACTOR SHALL VERIFY SOD TYP. + + DEPTH OF TOPSOIL PRIOR TO PLANT INSTALLATION. UNO REFER TO SPECIFICATIONS FOR TESTING AND I 7) QUE-I PLACEMENT OF REQUIREMENTS OF TOPSOIL. i 10) PIC-A ( 10. REFER TO DETAIL 3 LP 1.3 FOR TOPSOIL PLACEMENT. it I I I 3) ACE-G I + + + I — �� EXISTING + + + SOD TYP. �) UNO ROUNDABOUT PLANTING PLAN SCALE: 1 - 20 + + + 0 15' 30' 60' + + + 23) PEN � NORTH SCALE: 1"= 30' • 21) PEN-H 2421 ('ER-S / \ , I . ' EXISTING • 6) VIB-S I it 1 OD TYP +• +• � LINO II I ,I / :+ + 25 PE -H C, � SPADE EDGE TYP. ,� / ± ; 23) PEN-H �\„ __— __�i RUNDELL ERNSTBERGER 2 5 1 GER-S >: « ASSOCIATES LLC «« 13 QUE-I / * + ;•• ; / \\, Land Planning,Urban Design,Landscape Architecture / 429 East Vermont Street, Suite 110 ��` \ --_--- t :•/ } \ Indianapolis,IN 46202 (317)263-0127 REFE O DETAIL 1, LP 1.1 FOR - __ + \� o E-mail reaindy @reasite.com NDABOLIT PLANTING Muncie Office: (765)747-9737 3) VIB-S -_ COPYRIGHT NOTICE: THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE 6) QUE-I I ``+; - _-` - '`� PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND 8 – _ - \ PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WHATSOEVER,WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDELL ERNSTBERGER ASSOCIATES,LLC,THE OWNERICLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION WITH THIS PROJECT. K 14) PEN-H 11 PEN-H Carmel Streetsca e I I I6th Street and Shelborne Road I I l Carmel, Indiana Planting Plan Project#: 061025 A OSeG•,. Date: 2/5/2007 9) QUE-I .i�� Drawn by: CC 21' Checked by: KO -File: STATE OF Drawing No.. LP 1 ,0 1 LANDSCAPE SCHEDULE o \ QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT NOTES TREES r• '-10'ht. B&B Multi-stem _ 14 ACE-G Acer ginnala Amur Maple 8 _ 0 32 CEL-O Celtis occidentalis'Chicagotand' Chicagoland Hackberry 2-1/2"-3"cal B&B SEE PLANS 8 CER-C Cercis canadensis'Forest Pansy' Forest Pansy Redbud 2-2-1/7'cal B&B SEE PLANS 0 + �) CEL O 12 EUC-U Eucommia ulmoides Hardy Rubber Tree B&B o 10 PIC-A Picea abies Norway Spruce 8'-/2 '. cal SEE PLAN 8'-10'ht. B&B SEE PLANS 35 QUE-1 Quercus imbricaria Shingle Oak 2-1/2"-3"cal B&B SEE PLANS 24 VIB-S Viburnum slebotdii Siebold Viburnum 2-2-1/2"cal B&B Tree form + �� o 19 ZEL-S Zelkova serrata'Green Vase' Green Vase Zelkova 2-1/2"-3"cal B&B SEE PLANS ° SHRUBS 81 BUX-CG Buxus x'Chicagoland Green' Chicagoland Green Boxwood 18"-24" cost, 2'0.C. PERENNIALS,GROUND COVERS&GRASSES 411 ACH-TC Achillea'Terra Cotta' Terra Cotta Yarrow 1 gat Cont. 18"O.C. GENERAL NOTES 0 76 CAL-A Calamagrostis orundinacea'Brachyt6cha' Korean Feather Reed Grass 2 gat Cont. 30"O.C. ° 402 CAL-N Calamintho nepeta'Blue Cloud' Blue Cloud Cafamint 1 gal cont. 18"O.C. 1.REFER TO LP 1.2 FOR PLANTING SCHEDULE AND + -- �` DETAILS. 205 CEN-R Centranthus Tuber coccineus Red Volerion 1 gal Cont. 18"O.C. 908 CER-P Ceratostigma plumbaginoides Plumbago 3" pot 12"O.C. PLANSER TO LP 1.3 FOR ROUNDABOUT GRADING \ 201 ECH-FA Echinachea'Fatal Attraction' Fatal Attraction Coneflower 1 gat Cont. 18"O.C. 4) 'EL-0 + ° 3. REFER TO IRR 1.1 FOR IRRIGATION PLANS. __ \ 232 ECH-SS Echinachea'Summer Sky' Summer Sky Coneflower 1 gal cost. 18"O.C. + ° 1221 GER-S Geranium sanguineum'Alpenglow' Alpenglow Geranium 1 gal Cont. 12"O.C. 4. REFER TOE 1.1 FOR ELECTRICAL PLANS. 7) EUC-U / 41 IRI-CR Iris ermanico'Chosin Rainbows' Bearded Iris 1 al Cont. 12"O.C. \\ / g g 9 5. PROVIDE SPADE EDGE BETWEEN LAWN AND ALL + 41 IRI-SS Iris germanica'Savannah Sunet' Bearded Iris 1 gal cont. 12"O.C. PLANT BEDS,REFER TO DETAII 4,LP1.2,UNLESS NOTED + OTHERWISE. \\` _ \ \ / 41 IRI-SW Iris germanica'Swingtown' Bearded Iris 1 gal Cont. 12"O.C. 6. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT 402 NEP-F Nepeto x faassenii'Walkers Low' Dropmore Cotmint 1 gal cont. 18"O.C. LOCATIONS AND PLANT BED EDGES PRIOR TO _` j 135 PEN-H Pennisetum a.'Hameln' Hameln Fountain Grass 2 gal Cont. 30"O.C. INSTALLATION.ON-SITE ADJUSTMENTS MAY BE 3) VIB-S REQUIRED. \ 434 VER-W Veronica'Waterperry Blue' Waterperry Blue Blue Veronica 1 gal cont. 18"O.C. 5) CEL-O �,\\ 7.CONTRACTOR SHALL MAKE OWN PLANT QUANTITY ,r.� TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND Z ANNUALS PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS (I.E.SPACING)DICTATE,UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO 8 IPO-B Ipomoea botatas'Margarte' Margarite Sweet Potato Vine 1 gal cont. see plans VERIFY BED MEASUREMENTS AND INSTALL Z 5 PET-E Petunia Easy Wave Blue Easy Wave Blue Petunia Flat(36 count) 6"O.C. APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. I_I-I \ \\ \� 8.RECONDITION AND RESTORE ALL AREAS DISTURBED Y \� MISCELLANEOUS BY CONSTRUCTION ACTIVITIES. 271 SY Sod 9.ALL PLANT BEDS TO RECEIVE 7'MINIMUM OF 115.7 CY Shredded Hardwood Bark Mulch SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. 10.EARTHWORK CONTRACTOR SHALL INSTALL \ \ TOPSOIL IN ALL PROPOSED PLANT BED AREAS AND 1,� I ALL PROPOSED/DISTURBED LAWN AREAS.GENERAL + 7) ZEL-S COORDINATE QUANTITY SHALL A TITYAND PLACEMENT OF O 3) VIB-S �\ ��-_\ � ..,'� � TOPSOIL.LANDSCAPE CONTRACTOR SHALL VERIFY / \ DEPTH OF TOPSOIL PRIOR T F PLANT INSTALLATION. REFER TO PLACEMENT OF REQUIREMENTS OF TOPSOIL..10. REFER S) EUC-U V\�`\ �_ _ _ _ PLACEMENTT.DETAIL 3 LP 1.3 FOR TOPSOIL ZEL-S �� -� __ --_ _ - _- - - -- _ i �Q _ 3) VIB-S \ -- o n n 0 0 __ -_- _- - -- __ -__ ! -- - -- - - - _ ---- o 0 0 r - ----- - - 6} ZEL-S "'— ---.. — `__ — ----- -- — ------ / - — --- - 0 15' 30' 60' ° �-�_ �== NORTH SCALE: 1" =30' /7 0 0 REFER TO PLAN FOR FINISH GRADE RUNDELL ERNSTBERGER ASSOCIATES, LLC EQUAL TO Y SLOPE&SCARIFY SIDES OF PIT Land Planning,Urban Design,Landscape Architecture BALL WIDTH OF PIT TO BE TWO TIMES BALL DIAMETER DIAMETER 429 East Vermont Street, Suite 110 EXCAVATED TOPSOIL OR BACKFILL Indianapolis,IN 46202 (317)263-0127 GENERAL NOTES: o REFER TO PLANS FOR FINISH GRADE E-mail reaindy @reasite.com 1.GUYING OR STAPLING OF TREES WILL BE REQUIRED SET ROOT BALL ON UNDISTURBED SOIL "CONE"AT BOTTOM OF PIT ONLY IN CASES WHERE TREE STABILITY PROBLEMS - - _ Muncie Office: (765)747-9737 OCCUR OR ARE ANTICIPATED,AS DETERMINED BY THE DRY WELL. DIA:VARIES PER LOCAL CONDITIONS (8"MIN.) DEPTH: _ _ -� N AREA TO RECEIVE MULCH LANDSCAPE ARCHITECT. 3'-4'BELOW ROOT BALL BACKFILL WITH OPEN GRADED#8 GRAVEL 2.REMOVE BURLAP DOWN TO AT LEAST 12"BELOW -�I �\//��j��j��j��\ \ \ TOPSOIL(AS SPECIFIED) FINISH GRADE AFTER POSITIONING ROOT BALL ON o 3" / COPYRIGHT NOTICE: UNDISTURBED SOIL CONE.REMOVE WIRE BASKET }�- �\ COMPLETELY BEFORE PLANTING. \\` \\ \ NOTE:THIS DETAIL FOR USE AS DETERMINED BY SITE CONDITIONS THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE 3.IF GUYING OCCURS,PROVIDE PLASTIC OR METAL TREE PIT DRY WELL SPADE EDGE NOTE: AL16N SPADE EDGE so As TO MINIMIZE LARGE PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES.LLC AND WERE CREATED,DEVELOPED,AND FLAGS GUYING GUY WIRES IN O NEAR SIDEWALKS. OPEN AREAS WITHOUT PLANT MATERIAL. PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, F IMPORTANT NOTE: ROOT FLARE ZONE{SEE 2 4 AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE SPECIFICATIONS FOR DEFINITION)MAY BE LOCATED NO SCALE NO SCALE ASSOCIATES, WITHOUT THE ExPRESSHALLB PERMITTEDTORETADCOPES ORINF ERNSTBERGER ASSOCIATES,LLC.THE OWNERICLIENT SHALL BE PERMITTED 70 RETAIN COPIES FOR INFORMATION AND BELOW TOP OF NURSERY ROOT BALL. CAREFULLY NOTE:ALL PERENNIAL BEDS SHALL BE PLANTED USING TRIANGULAR REFERENCE IN CONNECTION WITH THIS PROJECT. REMOVE ROOT BALL SOIL DOWN TO ROOT FLAIR ZONE. PLANTING SCHEME.REFER TO PLANTING SCHEDULE FOR ON-CENTER PLANTING DIMENSION. O Carmel Streetsc e SET ROOT FLARE ZONE 2"-3"ABOVE FINISHED --�-- 1 16th Street and Shelborne Road r 2"SHREDDED HARDWOOD BARK MULCH GRADE r..C- ( � o GUYING OR STAPLING SYSTEM (SEE SPEC.'S) L�w' . W cam,�,� Carmel Indiana j`�•� W 3"HIGH TOPSOIL SAUCER FOR INDIVIDUAL 2"SHREDDED HARDWOOD BARK MULCH;HOLD BACK a PLANTS FROM CONTACT WITH TRUNK OF TREE U NOTE:REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL OR 2"HIGH TOPSOIL SAUCER °O CAREFULLY REMOVE CONTAINER. REFER TO PLANS FOR FINISH GRADE REFER TO PLANS FOR FINISH GRADE w o ° REFER TO PLANS FOR FINISH GRADE 2"SHREDDED HARDWOOD BARK MULCH Planting Plan and Details v ���� � X�/����� Project#: 061025 EQUAL TOY SLOPE&SCARIFY SIDES OF PIT EQUAL TO SLOPE&SCARIFY SIDES OF PIT �����������\�\�����X������������� 12"PREPARED SOIL,SEE SPEC.'S .� �. Date: 2/5/2007 BALL DIAMETER WIDTH OF PIT TO BE TWO TIMES BALL DIAMETER 1/2 BALL WIDTH OF PIT TO BE TWO TIMES BALL DIAMETER ��//��//��//��//��//��//��//��//��//��//��//��//� � ,��,�................. � '; N DIAMETER Drawn by: CC -�- - _ - _ _ _ _ = = Checked by: KO _ — — i1= i—___ , — I — EXCAVATED SOIL OR TOPSOIL BACKFILL EXCAVATED SOIL OR TOPSOIL BACKFILL I-III_ I I_-1 I ICI I (-�I I---III-;I I_I!i I_ I-1 I �=W-III-I I- —COMPACTED SUBGRADE No 97 97 I _ -File: SET ROOT BALL ON UNDISTURBED SOIL"CONE"AT BOTTOM -III- I I-I I I- SrATE OF SET ROOT BALL ON UNDISTURBED SOIL"CONE" OF PIT AT BOTTOM OF PIT. �yO �ND�ANA: ��� Drawing No.. TREE PLANTING SHRUB PLANTING PERENNIAL & GROUNDCOVER PLANTING =',,sc,�p ' 1 3 5 _ 1r r*a NO SCALE NO SCALE NO SCALE 1 ,0 2 ' I GENERAL LAYOUT NOTES — _ 1. UNLESS NOTED OTHERWISE,ALL DIMENSIONS ARE TO ` \ THE FOLLOWING: FACE OF WALL,FACE OF CURB, EDGE OF PAVEMENT,CENTERLINE OF PAVEMENT. 2.ALL CONSTRUCTION LAYOUT STAKING IS TO BE I I 4 5 PERFORMED BY A LAND SURVEYOR OR PROFESSIONAL / I ' ENGINEER REGISTERED IN THE STATE OF INDIANA. TO 5 TYP. FACILITATE ACCURACY IN CONSTRUCTION STAKING, / UPON WRITTEN REQUEST FROM CONTRACTOR,THE / I ELECTRONIC DATA COMPRISING LAYOUT DRAWINGS ` WILL BE FORWARDED FROM THE LANDSCAPE ARCHITECT TO THE LAND SURVEYOR OR PROFESSIONAL I / I ct 1 j ENGINEER EMPLOYED TO PERFORM THE I CONSTRUCTION STAKING. 4 /85,DO 3.THE SURVEYOR OR PROFESSIONAL ENGINEER n� / 0� EMPLOYED BY THE CONTRACTOR TO PERFORM %�J'�� / 84 J 1 CONSTRUCTION LAYOUT STAKING,IN ORDER TO MAINTAIN THE INTEGRITY OF HORIZONTAL AND ---" / VERTICAL CONTROL FOR THE SITE,SHALL SET AND / 10 PROTECT ADDITIONAL TRAVERSE POINTS OUTSIDE THE / 4 f 00,00 C' AREAS OF CONSTRUCTION ACTIVITY. - 904 i------ _ � � GENERAL GRADING AND / 4.AS SOME OF THE HORIZONTAL CONTROL POINTS /� r a \ EARTHWORK NOTES SHOWN ON THIS PLAN AS EXISTING MAY HAVE BEEN // 4 +50,00 IT +50, rrC 1. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES REMOVED OR DAMAGED SINCE THEY WERE SET,THE 90410 _ !- -� \ REQUIRED TO BE MATCHED OR MAINTAINED AND CONTRACTOR SHALL,DURING THE BIDDING PROCESS, ` 9 ` 0, , 7 LOCATIONS OF ALL UTILITIES PRIOR TO START OF VERIFY THE EXISTENCE AND INTEGRITY OF THE �' �Q Z l/ i 11 HORIZONTAL CONTROL POINTS SHOWN HEREON. THE / ` �f \\ CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL INCLUDE ANY WORK NECESSARY / \\ TO ESTABLISH RELIABLE LAYOUT CONTROL FOR THE �/ 4 75 00 //C oo 2.STOCKPILE STRIPPED TOPSOIL FOR TESTING AND R52.00 /// \ PLACEMENT AFTER SUBGRADE INSPECTION. REFER TO PROJECT IN THE BID. p qO5 �� SPECIFICATIONS FOR TOPSOIL TESTING AND 5.THE CONTRACTOR SHALL VERIFY LOCATION OF ALL /� ��4'�O '-" PLACEMENT REQUIREMENTS. R59.00 UTILITY STRUCTURES AND NOTIFY LANDSCAPE / \ ARCHITECT OF ANY DISCREPENCY PRIOR TO START OF L/ rr ii 3.ALL EXCESS SOIL SHALL BE HAULED OFFSITE, / CONSTRUCTION ACTIVITY. +00,00 903,94 4.ALL HORIZONTAL AND VERTICAL CURVES SHALL BE 904,35 NOTE: GRADE ON LOW SIDE OF N SMOOTH AND CONTINUOUS. NO UNSPECIFIED KINKS Rb3. !f / WILL WALL TO FALL SMOOTHLY AND EVENLY FROM WALL TO EDGE OF \ \ \\ 5.MATCH EXISTING GRADES AT BOC CLEANLY AND 9� 5 S ` BED. REFER TO DETAIL 1, LP 1.4. \,\ _.3 F00,00 °( SMOOTHLY. p a r \ ` 6.UNLESS NOTED OTHERWISE,PROPOSED SPOT 4 8 3 4 \ 51-21,S8 C \ 904`OS ELEVATIONS REPRESENT FINISH GRADE OF PAVEMENTS 6 904, 0 2� TYP l 06� 908.3$ W \ %j�p ` \ 1 ? 751 RR r� AND GROUND. IN LAWN OR PLANT BED AREAS, I t 1 C_ VV_�_ ELEVATIONS AFTER SETTLING OF SOIL. ' ' 1 907.78 TW � � 9O7.7H TW _ 904,20 PROPOSED ELEVATIONS INDICATE REQUIRED !! --t- 55 TYP. 10 7 905.78 BW 1.6% WALL 1.6% WALL 7.ALL EXISTING MANHOLES,CATCH BASIN GRATES, WATER OR GAS VALVES,UTILITY HANDHOLES,ETC. 907.78 TW 905.41 ( SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION, 907.62 � AS APPROPRIATE. 1 1 ' ' ' 0f�5 C I 907.62 TOP OF 905.53 BW J L 8. ALL PROPOSED PLANT BED AREAS TO RECEIVE 12" / O4,6 ` TOP OF I n 7 SLOPE / 907.53 TW 90 •�/ TOPSOIL. ALL PROPOSED LAWN AREAS TO RECEIVE 6" 1 \ SLOPE / TOPSOIL.TOPSOIL SHALL BE TRANSITIONED INTO j 908----' 908.21 SUBGRADE PER DETAIL 3, LP1.3 - - - W - -W - _W - _W 6-W _- -W - -W - --W t — — — —W — —W — — —W — _W _ 905.66 Q FINISH GRADE / Q , LAYOUT KEYNOTES -W - -W - - - - - W �\ 04,5,5 (D PLANTINGAREA. REFER TO LANDSCAPE PLANS. / 0 00 50, -' C X6'0 � \� O2 EXISTING ELECTRICAL CABINET. 904,85 j j 907.62 CAST STONE URN. REFER TO DETAILS 2 AND 5,LP 1.4 = 07 l STONE WALL. REFER TO DETAIL 1, LP 1.4 SPADE EDGING. REFER TO DETAIL 4,LP).2 —G - —G - -G - -G -G - -G - -G - /-G -G - - Of 00 "C' ----�- /� + rr — — G — — — -G — --G — — — -G — -G -- -G —G — — — 9 4,99 _--__ -; ----- r_. _-_ /� Un4 �C� _'"�--� O6 EXISTING TRUCK APRON 1 f 00,00 "C" (1 j 1 10 NOTE: GRADE ON HIGH SIDE OF 905 06 — 70 SOD BED,REFER TO LANDSCAPE PLANS. I WALL TO FALL SMOOTHLY AND EVENLY FROM WALL TO TOP OF p�0 / _ � n UPLIGHT FOR URN. REFER TO ELECTRICAL PLANS 9 I SLOPE. REFER TO DETAIL], LP 1.4 4,(�9--_"-0-9 - 9 EXISTING I"SLEEVE REFER TO IRRIGATION PLAN O FOR USE. VERIFY LOCATION IN FIELD. EXISTING(2)4"SLEEVES,REFER TO IRRIGATION AND CG7 ELECTRICAL PLANS FOR USE. VERIFY LOCATION IN FIELD. i EXISTING LAWN,NIC. CONTRACTOR TO RESTORE ALL EXISTING LAWN AREAS DISTURBED AS THE RESULT OF CONTRACTOR'S OPERATIONS. 2 5, -- - =— - ` 0 10' 20' 40' -3CTV— B�TV — 6CTQ =HCTV ' E �_ _ BCN — —BCTV — —BCTV — —BCTV — —BCTV — —BCTV — —BCTV — —BCTV - -BTC— BTC-- --BTC-- —BTC-- —BTC— —BTC— —6TC\�8 —E_ — — — C� E — c � NORTH SCALE: 1" = 20' —PTr— —RTC-- —PTr— —PTr— —PT(-- —PTA`— I nl ROUNDABOUT LAYOUT PLAN 2 ROUNDABOUT GRADING PLAN , 1 , SCALE: 1 . = 20' SCALE: 1" = 20' FINISH GRADE RUNDELL ERNSTBERGER TOPSOIL DEPTH AFTER SETTLING SOIL ASSOCIATES, LLC TOTAL TOPSOIL DEPTH,PLACED IN TWO EQUAL LIFTS TRANSITION ZONE OF TOPSOIL,SUBSOIL(SEE X ni SPEC.) � I �–_I I I_I � I �– Land Planning,Urban Design,Landscape Architecture I_I I I—I i I—I X=X IN LAWN AREAS AND 6"IN PLANT BED AREAS 429 East Vermont Street,Suite 110 SUBSOIL —I I—) ( Indianapolis,IN 46202 (317)263-0127 E-mail reaindy @reasite.com 3 EA RTH W O R K/TO PS O I LI N G DETAIL Muncie Office: (765)747-9737 NO SCALE COPYRIGHT NOTICE: THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WHATSOEVER,WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDELL ERNSTBERGER ASSOCIATES,LLC.THE OWNER/CLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION WITH THIS PROJECT. Carmel Streetscape 116th Street and Shelborne Road Carmel, Indiana Layout and Grading Plan Project#: 061025 Date: 2/5/2007 �SgG , Drawn by: CC 'N0. 97 21 Checked by: KO -File: STATE OF '„� = ,�, ••.• � ;�v „ Drawing No.. 4PE LP 1 ,03 4.1 ABOVE BURIED SIDE OF URN FOUNDATION A BELOW 3.1 42 BELOW 4 3.1 LP 1.4 ° a y 4.5 ° 4,2 A.REFER TO IIT TYP. d DETAIL 1,LP 1.4 6'-0 TYP. 6'-0 ° ° d d z ° L d ° ° d ° ° DETAIL KEYNOTES ° d 41 'n ° ° 6.2 SITE WORK d d a g 4.2 A. REFER TO DETAIL 4, 4.11 REFER TO DETAIL 3,LP 1.4 ° 2.1 COMPACTED AGGREGATE, #53° �. 4.2 BELOW LP 1.4 a ° 2'-0 3116" 2.2 COMPACTED SUBGRADE 2.3 FINISH GRADE 2.4 4"CORRUGATED POLYETHYLENE 41 SEE DETAILS LP 1.4 S7 DRAINAGE TUBING-CONNECT TO STORM. 2.5 AGGREGATE FOR UNDERDRAINS HNISH GRADE UPPER 43'-1 01/8" TERRACE- 62 SIDES&TOP, EXISTING CURB 6.2 2.6 TOPSOIL- PREPARED PER SPECIFICATIONS AL 906.38 TOW 1.6%,TTYP, EXISTING TRUCK APRON EXPOSED SIDE OF URN g 4.2 2.7 GEOTEXTILE FOR UNDERDRAINS tow - --- -- - - - - --_ - - -- - - - -- --- -- - - -- - -- -- -- - FOUNDATION 4.5 2.8 2"SHREDDED HARDWOOD BARK MULCH ot 90638 Bow lyTYP -11 ON ALL PLANT BEDS BOW - �� 6.2 JL BOW VARIES, AtNTOC VARIES, CONCRETE EXPOSED SIDE OF URN FINISH GRADE LOWER SEE PLAN REFER TO DETAIL 4, FOUNDATION 1 C.I.P. CONCRETE,4,000 PSI TION TERRACE- 42 A. 4,11 REFER TO DETAIL 3,LP 1.4 d 3.2 REINFORCING BARS, EPDXY COATED SEE GRADING PLAN LP 1 4 5 LP 1. MASONRY 4.1 CAST STONE URN (SEE SPECIAL Z5 PROVISIONS, DETAIL 5, LP 1.4) QUARRY BLOCK WALL �� PROVIDE WATERPROOFING INSIDE. SCALE: 1 /4" -- 1 ' -- -- - 4.2 LIMESTONE A-QUARRY BLOCK, CUT TO SIZE WITH SAWN ENDS TOP AND BOTTOM AND SPLIT FACES, HAND-ROUND EXPOSED TOP EDGE AND SANDBLAST TOP AND EXPOSED FACE B-VENEER,SMOOTH FINISH 4.3 AIRSPACE 1 4.4 WEEP, EACH JOINT 4.5 1/2"SST DOWEL, EPDXY SET j 4.6 1"PVC DRAINLINE FOR URN 4.7 RAKED &CAULKED JOINT i \ i 4.8 3/8"MORTAR SET BED _ 4.9 1" PVC SLEEVE FOR IRRIGATION LINE, REFER TO IRRIGATION PLANS B. 4,2 4.10 SEAL URN CAVITY FULL WITH NON-SHRINK GROUT. PROVIDE SCREEN OVER I"PVC DRAIN LINE AND URN ABOVE SECURE IN PLACE. 4.11 LIMESTONE, CUT STONE,SMOOTH FINISH THERMAL&MOISTURE PROTECTION 6.1 STONE DAMPPROOFING BELOW GRADE 6.2 JOINT SEALANT WITH BACKER ROD 6.3 EPDM FLASHING NOT USED 2 6" 4.10 , 2.5 r A 2.7 - , GEOTEXTILE TO WRAP STONE 2.6 RUNDELL ERNSTBERGER ASSOCIATES, LLC °C 4.11 TYP. SAWN FACE WITH • SANDBLAST FINISH OLD DOWN SOIL/MULCH 1"BELOW 2•8 Land Planning, Urban Design,Landscape Architecture TOP OF URN '''' 429 East Vermont Street, Suite 110 HAND ROUND EXPOSED `r z EDGE TO APPROXIMATE 3"R. \ \ \ \ Indianapolis,IN 46202 (317)263-0127 SECTION _}._ � O BULLNOSE / \/ � / E-mail reaindy @reasite.com Cd \ Muncie Office:(765)747-9737 /\//\ 4.5 4",(d)TOTAL PLAN VIEW 1„ / . .: . . 47 tv TYP. 48 T . ... . . .. COPYRIGHT NOTICE: ` 4.5 4",(6)TOTAL,(3)PER THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE 4,11 TYP. 4 9 d 6 CAP PIECE PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND 2.3 PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, 4.2 A SPLIT FACE WITH SANDBLAST SEE PLANS AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE FINISH M 05 WHATSOEVER,WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDELL ERNSTSERGER M 4.7 4.6 TYP. ASSOCIATES,LLC.THE OWNERICLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND `Y 4.5 6",2 PER PIECE,TYP.DRILL HOLES IN / / / REFERENCE IN CONNECTION WITH THIS PROJECT. 2.6 2'-0" B.3 4.2 ° ° --- 2.6 1 T ADJACCENT STONES AND EPDXY SET q �5 DOWELS TYP. 4.8 d.7 ° ° d ° \ 4 #5 @ 1T O.C.HORIZONTAL AND 1.5'TYP. 4.3 4 VERTICAL, 6.1 \ \ \ 2.3 -�- ° _ 3"CLEAR AT FACE Carmel Stre ets ca e 6.3 SPLIT FACE 4.4 6,3 °° ° a 11 6th Street and Shelborne Load 2 7 O TYP. 4.7 :: a -- -- 6'0 FINISH GRADE SEE PLANS b.2 i T Tl `f q I v d Carmel, Indiana �° � 2.5 C o°°o ° j Q SECTION 6.1 = - °o .000 ° ° _ 2.4 _ I I -I I = 2.6 -- -- a d Q --- I 2.2 Details �p 2.2 I I - T IR IGATION ° 2.5 2.7 II--� 1`1 � -IIIII _ G - -_ ��1 -1 I I-III_-III III-I I i1 I I�I I d d a Project#: 061025 , .� Date: 2/5/2007 CC) 2.1 - -- --- - - -- - --- U y Drawn by: CC AGGREGATE 6'CONCRETE LEVELING PAD SUBSTITUTED AT CONTRACTOR'S R 6'COOP OPTION.) I-'_- I --- I ----___ _ -_-__--I -_-_- 2.4 Checked by: KO - - -A I I- - c--- I _ -i _ I-- i _- N0. 97 21 I I -) -File: ELEVATION 4'-6" 6" �,. `. STATE OF v Drawing No. 3 LIMESTONE ENDCAP 4 QUARRY BLOCK WALL SECTION 5 CAST STONE URN 2.2 ,,.,,qp� � �,.•� LP 1 ,04 SCALE: l /2 - 1 SCALE: 1 /2 - 1 3/4 - 1 -0 REFERENCE S YM BOLS AND INF0 RM A TION TYPE A FIXTURE 4 ` GENERAL NOTES: GENERAL INFORMATION OR REQUIREMENTS WHICH JE PERTAIN TO ALL SHEETS OF THE DISCIPLINE IT S r nw M tl s yri h IS LOCATED ON. GENERAL NOTES: ALL ITEMS WITHIN DASHED BOX SHALL BE GENERAL PLAN NOTES: GENERAL INFORMATION OR REQUIREMENTS WHICH .£ MOUNTED INSIDE SERVICE AND CONTROL CABINET PERTAIN ONLY TO THE SHEET IT APPEARS ON. € J 1. REFER TO LIGHTING POWER AND CONTROL WIRTING DIAGRAM I- INSTALL DATA TERMINATOR ON DMX OUT FOR LIGHT FIXTURES. PLAN NOTES: KEYED NOTES WHICH ARE SPECIFIC ONLY TO _ r , THE SHEET IT APPEARS ON. KEYED NOTES ARE 1 2. REFER TO DETAIL 2 AND 4 FOR LAYOUT AND CONSTRUCTION COLOR KINETICS TO 120V TERMINAL BLOCK I NUMBERED TO CORRESPOND WITH THE NUMBER / OF LIGHT FIXTURE AND BASE AT URNS. - -- DATA ENABLER INDICATED BY THE PLAN NOTE SYMBOL. 4 X12 AN STRANDED I 2 Ig12 AND #1 2G AWG COPPER � 3. REFER TO DETAIL 4 FOR LAYOUT AND CONSTRUCTION OF COPPER WIRING � 2 LIGHTING FIXTURE AND BASE AT SCULPTURE M E RIDIAN COLOR KINETICS PS-60 DETAIL REFERENCE INDICATES LOCATION OF DETAIL USED FOR CATEGORY 5 COLOR KINETICS TO 120V RECEPTACLE CLARIFICATION OF INSTALLATION. l 4. REFERENCE SPECIFICATIONS FOR BID ITEM RJ45 DATA CABLE I-PLAYER 2 I ' BNC CONNECTOR (COMES WITH PS-60) f - DETAIL NUMBER 5. EXACT LOCATION AND AIMING OF LIGHTING FIXTURES ENGINEERING Ef WILL BE DETERMINED IN FIELD. EC SHALL CONNECT LIGHTS �- MEET WHERE DETAIL IS LOCATED FOR TEMPORARY OPERATION TO ALLOW FOR PLACEMENT/ GROUP, INC. LC&0 GR1408-DTC-NO TO 120V TERMINAL BLOCK ��O- PANEL AIMING BY ENGINEER/LANDSCAPE ARCHITECT. 2 112 AND #12G AWG COPPER 26-PIN RIBBON CABLE WITH SCREW TERMINAL ADAPTER, - - - - - SECTION REFERENCE. INDICATES LOCATION Of SECTION OR ELEVATION PORT E 100-7625/26 K EQUAL CONNECTED TO EXPANSION THROUGH AREA INDICATED. 7240 Shadeland Station Suite 210 PORT OF I-PLAYER 2, KEEP WIRING AS SHORT AS POSSIBLE. PLAN NOTES: A # SECTION/ELEVATION NUMBER __ Indianapolis, Indiana 46256 b �1 NEW SERVICE AND CONTROL CABINET. CONFIRM EXACT E " LOCATIONS IN FIELD PRIOR TO BID, REFER TO DETAIL 3/0.1. Telephone: (317) 596-4990 �-MEET WHERE SECTION/ELEVATION IS LOCATED 2 LIGHTING POWER AND CONTROL DIAGRAM EXISTING 4" CONDUITS FOR USE BY IRRIGATION CONTRACTOR. Facsimile: (317) 596-4998 1 ® PLAN NOTE NOT TO SCALE / 5 3 EXISTING 2" CONDUIT FROM SERVICE CABINET TO EXISTING 11piT POLE FOR WEATHER MONITOR. STUB CONDUIT UP AT WWW,merldlan-engineering-group,com CONNECTION POINT OF NEW TO EXISTING NOTES: 2 NEW SERVICE CABINET. I. DIAGRAM MAY NOT INCLUDE ALL PIECES AND PARTS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR IS REQUIRED TO DEMOLITION OF EXISTING TO THIS POINT r ��- 4 EXISTING 4" CONDUIT FOR WIRING TO LIGHTING AT CAST COORDINATE, SUPPLY, INSTALL, AND TEST COMPLETE SYSTEM INCLUDING ALL COMPONENTS WHETHER SHOWN OR NOT. STONE URN. STUB CONDUIT UP AT NEW SERVICE CABINET. L REVISION NUMBER AND/OR FINISH 2. CONTRACTOR SHALL INCLUDE COSTS FOR PROGRAMMING � I-PLAYER FOR EIGHT EVENTS INTO PROGRAM MEMORY. PROGRAMS SHALL BE \� � // / j U5 EXTEND 3/4' PVC CONDUIT TO LIGHT FIXTURES. REFER TO DEVELOPED BETWEEN INSTALLER AND CITY REPRESENTATIVE. OEQUIPMENT NUMBER � ,� �•�,/ /�,•� �j DETAIL 1 FOR WIRING. 3. RELAY ONE (SCENE ONE) BUTTON ON LC&D CONTROL PANEL SHALL BE SET FOR SPECIAL EVENT SCENE (ALTERNATE BLUE AND WHITE lJ � �6 EXISTING 4" CONDUIT FROM SERVICE CABINET FOR IRRIGATION COLORS) FOR MANUAL OVERRIDE BY CITY. ______-______ DEMOI ITIOIV / / ( �`J - WIRING. STUB CONDUIT UP AT NEW SERVICE CABINET. 4. CONTRACTOR SHALL INCLUDE COSTS FOR ASTRONOMICAL TIMECLOCK PROGRAMMING TO SET TRIGGERS FOR EACH OF EIGHT EVENTS. EXISTING TO REMAIN 5. CONTRACTOR SHALL INCLUDE OWNER TRAINING OF SYSTEM (MINIMUM FOUR HOURS DURATION). NEW WORK fi. CONTRACTOR SHALL DEMONSTRATE FULLY OPERATIONAL SYSTEM TO LANDSCAPE ARCHITECT AND ENGINEER DURING PUNCHOUT AFTER NORMAL WORKING HOURS (ANTICIPATED BETWEEN 6PM TO 8PM). __--. .. __ _ ._. _ . GENERAL CONSTRUCTION TO REMAIN GENERAL NOTES 1. NOT ALL SWBOLS INDICATED ON THIS DRAINING ARE 136TH STREET AND SPRINGMILL ROAD ROUNDABOUT ELECTRICAL PLAN NECESSARILY USED ON THIS PROJECT. LUMINAIRE SCHEDULE i N 0 R T H 0 15' 30' BO' 2. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. LAMPS 3. MOUNTING HEIGHTS INDICATED ARE TO THE CENTERLINE OF FlXT TOTAL DEVICES OR BOXES, UNLESS NOTED OTHERWISE. MARK IDENTIFICATION VOLTS WATTS MANUFACTURER TYPE N0. 4. DEVICES, WIRING, FIXTURES, ELECTRICAL CONNECTIONS, ETC. INDICATED ON THE DRAWINGS ARE NEW AND SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, RGB LEO FIXTURE, DIE CAST WHITE ALUMINUM HOUSING, COLOR KINETICS COLORBLAST TYPE A LIGHT FIXTURE UNLESS NOTED OTHERWISE. INTEGRATED DATA AND POWER SUPPLY WHITE ALUMINUM RGB HIGH INTENSITY A ACCESSORY HOLDER, WHITE ALUMINUM HALF TOP HAT, 120 LLD 36 50 12 POWERCORE 5. THE ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE HORIZONTAL SPREAD LENS, UL LISTED FOR WET LOCATION ELECTRICAL REQUIREMENT'S WITH ALL SHOP DRAWINGS FOR ELECTRICAL CONNECTIONS TO EQUIPMENT FURNISHED BY THE OWNER, GENERAL CONTRACTOR, MECHANICAL CONTRACTOR, AND/OR PLUMBING CONTRACTOR. CONNECTIONS AND LUMINAIRE SCHEDULE NOTES REQUIRED COMPONENTS SHALL BE AS INDICATED ON THE NEW SERVICE ENCLOSURE ROUND PVC JUNCTION BOX APPLICABLE SHOP DRAWINGS. 1. THE MANUFACTURER AND CATALOG NUMBERS LISTED HEREIN REPRESENT THE TYPES AND QUALITY OF FIXTURES REQUIRED. ADDITIONALLY, THE A REQUIREMENTS IN ALL COLUMNS OF THE LUMINAIRE SCHEDULE AND IN THE FOLLOWING LUMINAIRE NOTES AND IN SECTION 16511 MUST BE MET. IN 3/4" CHAMFER ALL 6. CIRCUIT NUMBERS INDICATED ARE FOR REFERENCE AND THE EVENT OF A CONFLICT, THE PHYSICAL DESCRIPTION SHALL SUPERSEDE ANY ENCRYPTED REQUIREMENTS IN THE CATALOG NUMBER. EXPOSED EDGES FINISHED GRADE IDENTIFICATION ONLY. COORDINATE ACTUAL CIRCUIT NUMBERS WTH PANELBOARD SHOP DRAWINGS AND FIELD CONDITIONS. 2. ALL LUMINAIRES SHALL BE LISTED BY U.L. AND HAVE A U.L LABEL, - ALL BRANCH CIRCUIT'S SHALL BE CONNECTED TO 1P-20A NEW ELECTRICAL POWER I III I ( -�`, LIGHTING POWER AND CONTROL AREA AND CONTROL BOX CIRCUIT BREAKERS, UNLESS NOTED OTHERWISE. THE 3• VERIFY COMPATIBILITY OF ALL FIXTURE COMPONENTS, INCLUDING BUT NOT LIMITED TO LAMPS, LAMP SOCKETS, BALLASTS, LENS, ETC. AND NOTIFY THE I I I I ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER ENGINEER OF ANY CONFLICTS PRIOR TO PLACING ORDER FOR LUMINAIRES. SEE DETAIL 1/E1.1 I I III I I RUNDELL ERNSTBERGER SIZING Of WIRE AND CONDUITS SERVING MULTI-WIRE CIRCUITS. ( I I I CONDUITS III i I ASSOCIATES, LLC 4. AIM ALL AIMABLE TIGHT FIXTURES IN THE PRESENCE OF THE ARCHITECT/ENGINEER. SUBMIT A RECORD Of HOW EACH LUMINAIRE IS AIMED. o� � L T I 7. IN THE EVENT OF CONFLICT BETWEEN REQUIREMENTS DETAILED III I I Land Planning,Urban Design,Landscape Architecture IN DRAWINGS, SPECIFICATIONS, OR GENERAL CONDITIONS THE 5. SUBMIT A SAMPLE OF EACH LUMINAIRE THAT IS REQUESTED BY THE ARCHITECT. � I III BIDDER SHALL INFORM THE ENGINEER OF SUCH CONFLICT IN 0 2 I I I I I 429 East Vermont Street, Suite 110 WRITING NOT LATER THAN TEN (10) DAYS BEFORE SUCH BIDS NEW IRRIGATION I Indianapolis,IN 46202 (31'7)263-0127 ARE DUE. IF SUCH NOTIFICATION IS NOT PROVIDED, THE ENGINEER SHALL RESOLVE THE CONFLICT WHEN NOTIFIED, AND CONTROLLER r - J 5/8" DIAMETER REINFORCING Rfl0 III I I ° y@ NEW RECEPTACLE E-mail reaindy@reasite.com THE CONTRACTOR SHALL ACCEPT THE ENGINEER'S RESOLUTION I {QUANTITY OF 3) III I ( N Muncie Office:(765)747-9737 WITHOUT ANY FURTHER COMPENSATION. t._ III I I CONCRETE BASE I I I 1 J GRADE 8. THE ELECTRICAL CONTRACTOR SHALL INCLUDE REQUIREMENTS SPECIFICALLY RELATED TO ELECTRICAL WORK INCLUDING: = TYPE A FIXTURE _ _ . _.I . L _ _ I I I ( . LIGHTNING PROTECTION, CLOCK CONTROL, AND LIGHTING I ( GQPYRIGHT NOTICE: i THE OOHICEFTS,IDEAS,DESIC>7'iS.PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE REFER TO PLAN ( l PROPERTY OF RUNDELL ERNSTSERGER ASSOCIATES.LLC AND WERE CREATED,DEVELOPED,AND CONTROLS. REFER TO PLANS AND SPECIFlCATIOIVSF FOR f GRADE I ( I FOR CONDUIT SIZE ---f,- _- _ _ ,. I `_ PtMs�EOFORUSEONTH�SSPECIFICPIMJ ECT.Na�OFTHEOONC�rrs,IDEAS,DESIGNS,PLANS, REQUIREMENTS. I I WNAToEVER,WITHOUT THE 8100 ESSED WRITTEN(SENT OF RUNDELLERNSM03GER 9. REFER TO CONSTRUCTION MANAGERS PHASING PLANS FOR STUB EXISTING CONDUITS INTO I I I ASSOCIATES,LLC.THE OWNETUCLIENT SHALL BEPERNBTTEDTO RETAIN CORES FOR INFORMATION AND TYPE A FIXTURE NEW SERVICE CABINET I i I REFERENCE IN CONNECTION NTH TNISPROJECT, ADDITIONAL INFORMATION AND REQUIREMENTS. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS 00 NOT DIRECTLY ADDRESS GRADE PHASING ACTIVITIES. THE EC SHALL BE RESPONSIBLE FOR THE CONDUIT TO OTHER UNIT'S AS COORDINATION OF SELECTIVE DEMOLITION, TEMPORARY - 1�-4" REQUIRED, REFER TO PLAN. ELECTRICAL CONNECTIONS, AND NEW WORK WITH THE PROJECT EXISTING 2" CONDUIT FOR EXISTING 4" CONDUIT FOR 11 nth & Shelbourne Rd SCHEDULE. THE OWNER INTENDS TO OCCUPY THE FACILITY CONTROL WIRING TO WEATHER POWER AND CONTROL WIRING TO Roundabout DURING THE CONSTRUCTION PROCESS. THEREFORE EXISTING MONITOR FOR IRRIGATION LIGHT FIXTURES AT NOTES: ELECTRICAL SERVICES TO AREAS AND EQUIPMENT MUST BE { MAINTAINED WITH OUTAGES SCHEDULED THROUGH THE CONTRACTOR) ROUNDABOUT. 1. USE 3000 PSI 28 DAY STRENGTH CONCRETE FOR BASE. CONSTRUCTION MANAGER, CONTROL WILING 0D VALVES Carmel, Indiana 2. USE TUBULAR FIBER FORM FOR TOP 12", BELL BOTTOM TO BASE. 10.BRANCIi CIRCUITS THAT ARE 120 VOLTS SHALL HAVE WIRE SIZE (FOR IRRIGATION CONTRACTOR) BASED ON THE FOLLOWING TABLE WHICH WILL RUN FROM THE 3. TOP SHALL HAVE SLIGHT CROWN FOR DRAINAGE. PANEL TO THE FIRST DEVICE (HOME-RUN). USE #12 AWG Electrical P!a n DISTANCE 1 °FIRST DEVICE WIRE AWG LIGHTIN�GL YOU T AT CAST STONE URN SERVICE AND CONTROL CABINET DETAIL FLOODLIGHT STANCHION BASE DETAIL �C100 FT. X12 2 q.NOT TO SCAL NOT TO SCALE NOT TO SCALE 100 - 150 FT. #10 \``���tmt+unulrrrrur1iriri�i `��0„�tutAtannilrrnrrrrrriii Project#: 06197 51 - 350 FT. #8 NOTES: `\ ��r��NT s�,�s,, / `•\`\\`P �D .S7. y,, . NOTES: ¢ %, ,�` ,. ... .. .. o '% Date: 02-02-07 Q, - GIST E,Q 0 p : 'GIST 'Q4 . y 1, FIXTURES SHALL BE MOUNTED UNDERNEATH BOWL AS SHOWN. EXACT HARDWARE IRRIGATION CONTROLLER TO SPARE CIRCUIT BREAKER IN �;�� Fp•_y ' _ -��' p Drawn by: DU LOCATION TO BE DETERMINED. ELECTRICAL POWER AND CONTROL BOX. - No. NO Checked by: DWS PE19700197 2 _ ' PE60880406 f Fite: 2. ROUTE CONDUITS UNDERNEATH WALL BUT OUTSIDE FOUNDATION OF 0 2.112 AND #120 IN 3/4" C. = "9 ' STATE OF = � STATE OF CAST STONE URN. �0 i �© i <v� ,<.�•.•!yp rA NA: 7 : ;4%**"-.V,0110V' -Ai � Drawing No.: 3. ADJUST ANGLE OF FIXTURES IN FIELD AS DIRECTED BY LANDSCAPE °''rrrrs`S/ONAt� ``����` ����'°or`SS'10 ARCHITECT. NAL Elul rrrrintrn,uumAtmtnt��r� 'rrrrrrri�ntrnnnfltm�n`�"���� "� . 1 + + + + + Legend Notes _ _ _ 1 . This drawing is for diagrammatic purposes only. Actual layout Mainline (1" Class 200 PVC) of sprinkler heads, valves, controller and other equipment shall be determined on site. Minor field adjustments shall be made Laterals 1 Class 200 PVC ( �� ) at no additional cost to the owner. / 2. Contractor is responsible for verifying location of all site utilities --- Netafim Drip Tubing – #TLCV26-1810 for lawn area and making the necessary adjustments to the irrigation system Use TLCV9-12xx for the urn to accommodate the infrastructure. 3. Mainline shall be Class 200 PVC pipe, sized as shown on plan. New 3/4" water meter –by irrigation contractor Lateral lines shall be Class 160 PVC, sized as shown on plan. Minimum lateral size shall be 1". (All solvent–weld pipe) 4. Lateral lines shall be sized as follows: 0-16 gpm use 1"; 17– C Controller: Weathermatic Smartline #1600 28 gpm use 1.25". All pipe on the upstream side of the control jwith #SLW10 weather monitor valve shall be Class 200 PVC. Pipe downstream of the valve _ , / �_"� ►� Reduced Pressure Assembly Breaker backflow preventer 5. shall bfittings I 160o be solvent weld Schedule 40 PVC. •�'� ""'– " (Febco #825Y-1) 6. Remote control valves shall be as noted in legend. + + �'�� All valves shall be installed in valve boxes with the lid mounted Line–size brass ball valves (Harvard #56-100), at ground level. Valve boxes shall be Carson 12"08" rectangular in valve box. or 10" round types. All valve boxes shall contain 1/2" pea + + gravel from the bottom of the box up to the bottom of the pipe. + + + >­1 D-1 Quick Coupling Valves: 7. Quick coupling valves shall be mounted on 1" triple elbow + + + \` Toro #474-00 swing joints. One quick coupling key shall be provided with the / + + Weathermatic #V100 system. + + ` Hunter #QCV-100 8. All pop–up irrigation heads shall be installed on Funn Pi e, or / + + + flexible cut– " Y P Rainbird #SRC off risers, with a clearance of 6 (minimum) from the edge of n � + `� on swing a nearby paved area. / ` g points, in valve boxes. 9 Y Y P 9. SLW10 weather monitor to be mounted on the decorative light pole / Electric Control Valves: nearest the controller. „ + �� ,t 10. All piping shall be installed: mainline at 18 below grade, laterals -j– at 12 –16 below + � t t 1 ow grade. + ++ t t Weathermatic 12024EF-10 11 . This irrigation system was designed assuming that at least 18 +++ t I —� t Toro 254-06-04 gpm will be available at a minimum of 60 PSI static at the I ON I NEW t I + + " TAP t t point of connection). Pressure loss in the system is estimated + - + irritrol 250OTF+ Hunter PGV-10OMM at++ + + WATER LINE t + Rainbird 100–PGA 12. All lateral pipe shall be pulled with a vibratory plow. The + + + + + + �� r slit–dome shall be compacted to its original grade. + + Drip Zone Valve 13. Contractor is responsible for settling of all trenches and sprinkler + + Toro EZF-21-04 with pressure regulator and filter heads for a d one year. Pressure Reg. – Netafim #PRV075LF42 14. The irrigation pcontrollershall be as noted in the legend. The i Filter – Netafim #DF075-120 controller shall be mounted on the electrical P anel, in a box \ \`% + + ��� provided by others, near the location shown on the plan. The NEW 3/4" Al l + + D 8 8 MP Rotator 3000 nozzle on 12" pop–up Spray Head body owner shall provide 120V–AC power to the controller locations. WATER METER + + + �� 9 17 (mounted on FunnyPipe or flexible cut–off risers): Electrical connections to the controller will be by the electrical I LD `� + + + / Match nozzle threads to spray body threads. contractor. Irr. contractor is responsible for mounting the P Y Y s P 9 + + + INSTALL E PIPING AND + controller in the box and running wires to the valves and + . VALVES IN. 20' OFF BACK + Spray Head Bodies weather monitor. The irrigation contractor shall allow for five- ! /.., 0 OF GU TO ALLOW FOR ++++ Toro 570–Z hundred feet of controller–to–weather monitor communication Weathermatic LX wire in the bid. I' ��`�•,�__�.��/ FUTU PAVEMENT EXPANSION. + + 15. All wire shall be #18 direct burial U.F. multi–cable. Al �-..•_ I + + Irritrol HS 16. A 1" Quick coupling valve shall be located at the irrigation water / + + Hunter Pro–spray p ( preventer) to provide a I 4 + + supply point downstream of the backflow + Rainbird 1800 a point of injection for compressed air (40 psi maximum) to purge + the system of retained water in preparation for winter shut–down EXI5TINCG CONDUIT Top = Zone/Controller station assignment of the system. / FOR PIPE AND Bottom Left = Size of valve 17. All sleeves shall be Schedule 40 PVC. All sleeves shall be twice / WIRE5 #" Bottom Right = Gallons per minute for that zone the nominal size of the pipe to be carried. Sleeves to carry wire ! only shall be 2". Depth of the top of the sleeve shall be 18" below subgrade. Irrigation contractor shall place all sleeves as shown, unless directed otherwise. ` / I 18. Contractor shall warranty the system for one full year from the v date of acceptance. CONTROLLER 19. Contractor shall provide 'As–Built' drawings of the completed IN ELEG. L +++ + + — installation to the owner on reproducible vellum. As–built CABINET j + + + ++ + drawings shall be the same scale as the original drawings. 20. Contractor shall conduct a training session with the owner (or representatives) demonstrating the operation of the system © \ + + and the controller. As part of this training, contractor shall provide I + + + + + + _ _ _ _ _ one spring start–up and one fall shut–down of the system. 0 10 20' 40' 21. Contractor shall verify location of property lines, right–of–ways, and easements on the site. They shall confirm these locations with the owner, then obtain the necessary permits/approvals NORTH SCALE: before installation commences. 1"= 20' PLUMBED TO DRIP TUBE LINE FLUSHING VALVE WITH FINISH GRADE --t 2 ► LF DRAIN VALVE �J SEE DETIAL 6 Techline TEE SEE SPECS Techline CONTINUES AROUND TO s 1 I COMPLETE CIRCLE Techline TUBING r 1rr *igct *ion Techline CROSS fitting • , _ SEE DETAIL 4 — SEE SPECS --_ I 1 . Provide drip irrigation for lawn areas as shown. RUNDELL ERNSTBERGER AT MIDPOINT TUBE"CROSS CONNECT' BLANK Techline -----► 2. Drip tubing shall be fed by 1 " pvc pipe. ASSOCIATES, LLC / f AT MIDPOINT OF CIRCLE TUBING 3. Drip tubing Shall be installed 6" below the finished rode g PVC SUPPLY HEADER Techline 3/4" With landscape staples every 48". \ I MALE ADAPTER 4. Drip tubing shall be installed in evenly spaced rows/circles Land Planning,Urban Design, Landscape Architecture Techline START CONNECTION PVC TEE(SxSxT) _ approximately 18" apart throughout the lawn areas, starting 2" SEE DETAIL 5 429 East Vermont Street, Suite 110 If from the edge of the curb/pavement. p IN 46202 (317)263-0127 PVC PIPING Cross connect drip ube circles at two Indianapolis, p points in the zone; at E-mail reaindy @reasite.com the point the valve connects to the zone and at a point 180' O-•—REMOTE CONTROL Cross—connections are shown on plan. Muncie Office: (765 5. Provide a line fl )747-9737 PLAN VALVE WITH DISC FILTER AND PRV flushing valve (#TLFV1) and Drain Valve (#TLSOV) 2 SEE DETAIL 7 at the opposite side of the zone from the control valve. AREA PERIMETER 6. Flushing valves and drain valves shall be installed together in a 10" round valve box. COPYRIGHT NOTICE: 1 1 5 Techline START CONNECTION THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND Techline TUBING LATERAL (PVC TO TEE) PRESENTED FOR USE ON THIS SPECIFIC PROJECT,NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, SECTION-NO SCALE AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WHATSOEVER,WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDELL ERNSTBERGER •` — PERIMETER LATERALS ASSOCIATES,LLC.THE OWNER/CLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND 3 !.•:L;�•• „*.r �v 2"TO EDGE REFERENCE IN CONNECTION WTTH THIS PROJECT. Techline CV - ROUNDABOUT TUBING LAYOUT LINE FLUSHING VALVE TO lRRG. VALVE .' `*'. •1 2 #F TLFV 1 .',.: 3/4"DISC FILTER DETAIL NO SCALE COMPRESSION RING PVC MAINLINE REMOTE CONTROL 3/4"SCH 80 3/4"PRV UNION SCH 80 Carmel Streetsca e VALVE UNION UNION BLANK TL(TYP.) 116th Street and Shelborne Road `������ �ZA '� SECTION/ELEVATION Carmel Indiana I Techline LATERAL 9 •rb 'R•a• OURN Techline 3/4" BLANK Techline — (OR EXHAUST HEADER) ••�* MALE ADAPTER TUBING 0 Techline TEE DRIP TUBING i GP H EMITTERS/12- SPACING PVC TEE 1( xx ) Z ROWS SPACED 18" APART, START 2" IN FROM EDGE VALVE BOX ••r(iNSTRtt PER SPECS) oos24 ` � ls INS . Irrigation Plan and De t ai TALL ON SOIL SURFACE, UNDER MULCH PVC PIPING % , , �2 MINIMUM CLEAR ,••:J1Ro;: • . �\BLANK DRIP TUBE IN SLEEVE V///j ER Techline SHUT-OFF .,V—u . VALVE#TLSOV Project#: 061025 (, CUBIC FOOT) (BLANK TUBING MAY O O 3/4"GRAVEL SUMP O O BE ATTACHED TO O Date: 2/5/2007 DRIP IRRIGATION I N URN � ,O OUTLET) 0@P nVP n( s onnY onnn II,,onII,o ��Q Q � „4 Drawn by: CC BRICK SUPPORTS I Checked by: KO NOT TO SCALE (THREE) BRICK SUPPORT 1 CU.FT.PEA M x F I.P.S COUPLING 12"x 18" PVC OR POLY 1111116140TIECH Techline CV - START CONNECTION (1-EA.CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE IRRIGATION CONSULTANTS File: 4 (PVC TO TEE) REMOTE CONTROL VALVE W/ 3/4" PRV (317) 870-2619 E-MAIL LANDTECHOKMCTURF.COM Drawing No.: SECTION-NO SCALE Techline LINE FLUSHING VALVE 7 b & 3/4" DISC FILTER SECTION-NO SCALE W/ SHUT-OFF VALVE SECTION-NO SCALE