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HomeMy WebLinkAbout131st Street Road Improvements (Ditch Rd to Springmill Rd) Landscape Plans "\ \ \`\• z \\\\��\\\�\ � \ \ x \\ T OWNER uj CITY OF CARM EL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571 -2400 Lu TOPOGRAPHIC SURVEY BY: CROSSROAD ENGINEERS 3417 SHERMAN DRIVE BEECH GROVE, INDIANA 46107 (317) 780-1555 n HOLEY MOLEY SAYS DON'T DIG BLIND" _ INDEX OF DRAWINGS o �- -T SHEET f�0. ith is / o __ J TITLE SHEET & INDEX SITE KEY PLAN L-201 �r 0 -� "IT'S THE LAW" SITE KEY PLAN L— 11 CALL 2 WORKING DAYS BEFORL YOU DIG 1-800-382-5544 LAYOUT PLAN & DETAILS L--20,- :. GALL Tot L FREE: LAYOUT PLAN & DETAILS ----- L---2-04 ,tfsl';A1NSI TH LAW EXCA SAW —6° ,gal VA GRADING PLAN ry *11 O NoT F rNT TFIE UNDERGROUND L— 01 0 4� JN SERVICE TWO (2) WORKING —_ ---°— ---- DAYS BEFORE COMMENCING WORK. uj GRADING PLAN L-312 PLANTING uu - NG PLAN L-501 M — PLANTING PLAN L-502 a PLANS PREPARED BY: C� r PLANTING PLAN L—503 tU PLANTING PLAN L-504 VA *moo -- V PLANTING PLAN L-505 •�►_/ O a PLANTING DETAILS & TOPSOIL PLAN L- 506 DETAILS L-601 DETAILS L-602 IRRIGATION PLAN LI-101 RAT 10 IRRIGATION PLAN LI-102 RATIO Architects, Inc. ��� 1 3ISt r 2169 Glebe St. Ste. 200 Cn �, ' "�J\"I �a �� st St IRRIGATION DETAILS LI-103 ' Carmel, IN. 46032 > LIGHTING PLAN & DETAILS _ LL 101 �31�� sus-a9o7 —1 LIGHTING PLAN & DETAILS - LL-102 Jlz P R 0j LL CT L OCATION ----------__ ___ _— 00 : ��yye�tllt►rro►gr id I RA a INDIANA DEPARTMENT OF TRANSPORTATION � &ksr ; •.. . STANDARD SPECIFICATIONS DATED 2008, INDOT LOCATION MAP SUPPLEMENTAL SPECIFICATIONS. �RA86�01 r � � 0 NOT TO SCALE ,� ATA0 � CERTIFIED BY: DATE C) PROJECT LETTING DATE : 07 - 16 - 2008 Z z Q DESIGNED: JDJ CHECKED: JDJ 0 DRAWN: BBJ CHECKED: Z SHEET 1 OF 19 W I 0 APPROVED BY: M" In BOARD OF PUBLIC WORKS AND SAFETY C) Co PLAN SET 5 OF 5 :100%N JAMES BRAINARD7 MAYOR — CHAIRMAN MARY ANNE BURKE — MEMBER LANDSCAPE PLANS Q. 3 X�.=Q CONSTRUCTION Q w LORI WATSON — MEMBER �w/-j I o cn —rn wZa Z� DOCUMENTS � CITY OF CARrv1EL PROJECT NO 06 08 131ST STREET ROAD IMPROVEMENTS E) ITCH ROAD TO SPRING MILL ROAD �o<, i �fte w w w w o NO. DATE REVISIONS BY APPR. �Cn CK X D 0 r -2Pv 7-0 zrg IAJ rw 1"14 coo ?64-ovil /orar GENERAL SITEWORK NOTES: 1. SITE SURVEY INFORMATION IS PROVIDED BY OWNER FOR REFERENCE ONLY AND 1 WAS NOT PREPARED BY RATIO ARCHITECTS, INC. INFORMATION CONTAINED COORDINATE IRRIGATION CONTROLLER AND THEREIN IS THE SOLE RESPONSIBILITY OF THE SURVEYOR AND IS THEREFORE ELECTRICAL SUPPLY TO ROUNDABOUT ISLAND EXPRESSLY EXCLUDED FROM CERTIFICATION BY RATIO ARCHITECTS, INC. FROM BOX IN THIS AREA - COORD. DRAWINGS �- — J UW 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS W/ CIVIL AND ELEC. BASED UPON INFORMATION AVAILABLE AT THE TIME. CONTRACTOR IS RESPONSIBLE / 1 FOR DETERMINING EXACT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES I 1 AND REPAIRING OR REPLACING DAMAGE DONE TO THEM DURING THE COURSE OF 1 .1 EXPLORATION, LOCATION AND CONSTRUCTION. TO HAVE EXISTING UNDERGROUND / �1 - UTILITIES LOCATED AND IDENTIFIED, CONTACT INDIANA UNDERGROUND PLANT y ti PROTECTION SERVICE AT 1-800-382-5544. + + 3. CONTRACTOR IS RESPONSIBLE FOR COSTS ASSOCIATED WITH DISCONNECTING, REMOVING OR RELOCATING EXISTING UTILITIES, CONNECTING TO EXISTING F UTILITIES AND COORDINATION AND INSTALLATION ASSOCIATED WITH NEW UTILITIES. \ 4. TAKE PARTICULAR CARE WHEN EXCAVATING NEAR AND AROUND EXISTING UTILITY / ' + �FOO 1, LINES AND EQUIPMENT SO AS NOT TO CAUSE DAMAGE. VERIFY COVER REQUIREMENTS WITH APPLICABLE UTILITY COMPANY. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, NOTIFY UTILITY COMPANY SO THAT REPRESENTATIVE MAY BE \ \ PRESENT TO OBSERVE AND INSTRUCT DURING WORK. \ 9� 5. VALVES, MANHOLES, UTILITY BOXES AND SIMILAR STRUCTURES NOT DESIGNATED % A L CONCRETE ROLL CURB AND GUTTER s FOR REMOVAL SHALL BE PROTECTED AND ADJUSTED TO NEW FINISH ELEVATIONS �� U2 BY OTHERS \ \ BY CONTRACTOR. '" 6. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND ; FIELD CONDITIONS PRIOR TO STARTING WORK, AND IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS _—,_ �� AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY. " 7. SITE DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO SURVEY BASE LINES, - PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. DIMENSIONS \ GIVEN ARE NOT EXACT AND ARE ONLY TO AID THE CONTRACTOR. 8. PROVIDE POSITIVE SURFACE DRAINAGE ON ALL SURFACES WITHOUT PONDING DURING CONSTRUCTION AND FOLLOWING COMPLETION. TEST FOR AND CORRECT ANY PONDING CONDITIONS. PROVIDE SMOOTH TRANSITIONS BETWEEN NEW AREAS 131ST AND EXISTING FEATURES. U2 /� 131 9. PROPOSED SPOT ELEVATIONS INDICATED ARE FINAL PAVEMENT OR FINAL GRADE STREET -_-_ - --- �� B2 ELEVATIONS. REFER TO APPROPRIATE DETAILS TO DETERMINE SUBGRADE _---- , ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. TURF 0. ALL WORK SHALL COMPLY WITH STATE AND LOCAL REGULATIONS. PA 11. REPAIR EXISTING PAVEMENT, CURBS AND IMPROVEMENTS DAMAGED OR DISTURBED ./ BY CONSTRUCTION TO ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. TURF 12. CONCRETE CURBS SHALL BE TOOLED TO COORDINATE WITH MOVEMENT AND JOINT j • \J �--�' \ � SPACING OF ADJACENT SIDEWALKS. PA TYP. (TURF 13. ALL RADII ARE 5'-0" UNLESS NOTED OTHERWISE. ! FOR ISLANDS i i PA PROVIDED 14. REPAIR EXISTING LAWN AND PLANTING AREAS DISTURBED BY CONSTRUCTION TO IN L1 ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. PROVIDE ADDITIONAL TOPSOIL / o , TO RESTORE GRADE ELEVATIONS TO EXISTING AND SEED OR SOD IF REQUIRED. ROAD- WORK 15. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED OR PACKAGE, 31 + USED BY OWNER OR OTHERS WITHOUT PRIOR APPROVAL FROM OWNER. _ - � I B3 L1 I - 16. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED AS -����_� `., � � � I D1 Ll PLANTING AREA. SODDING SHALL EXTEND TO PROPERTY LINES WITHIN CONSTRUCTION LIMITS OR EDGE OF STREET UNLESS NOTED OTHERWISE. U2 - I i � U1 Ll L1 UX I I II n O° 1 L1 0 I 17. PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNAGE, BARRICADES, BARRIERS, ETC., + I I I TO COMPLY WITH ALL APPLICABLE LOCAL STANDARDS. 18. IF EXISTING ACTIVE FIELD DRAINAGE SYSTEMS ARE ENCOUNTERED DURING \\, ° • ,..,,, r NOTIFY ARCHITECT IMMEDIATELY IN PREPARATION FOR 1 PA RECONSTRUCTING SYSTEM TO ITS ORIGINAL CONDITION AND DRAINAGE PATTERN. � ° y 19. REMOVE EXISTING STRUCTURES, IMPROVEMENTS, TREES, PLANTING MATERIAL, FENCING, ETC. WITHIN CONSTRUCTION LIMITS ACCORDING TO CONTRACT DOCUMENTS �� �% . . .� U2 � � � AND PROPERLY DISPOSE OF OFF SITE. BURNING ON SITE IS PROHIBITED. '� `,, TURF � J ° j . 20. REFER TO IRRIGATION PLAN FOR LOCATION(S) OF IRRIGATION SYSTEM AND PA 1> SYSTEM COMPONENTS. f \` DECORATIVE CONCRETE TRUCK APRON AND CONCRETE BARRIER CURB BY OTHERS - \ B1 � COORD. W/ CIVIL DRAWINGS TURF DECORATIVE CONCRETE CURB RAMPS, SIDEWALKS AND OTHER \ i i � SITE CONTEXT BY OTHERS. REF. CIVIL GENERAL KEY NOTES: DRAWINGS � D1 r CURBS AND EDGES 61 DECORATIVE CONCRETE CURB, 6", STAINED - SEE DETAILS ON SHEETS L-203 & L-601. �`�� ��� 131 ST 62 LANDSCAPE EDGING, ALUMINUM, BLACK - SEE DETAIL 6/L-506. V �� ;�, STREET 63 LARGE, OVERSIZED RIVER STONE MULCH. ANS C \ OF TRH + - / _ IV,WALLS AND FENCES FOT 0/v /M oN - W D1 STONE WALL, STACKED AND MORTARED W/ CAST STONE CAP - SEE DETAILS ON SHEETS L-203 & L-601. SS + LIGHTING L1 TREE UPLIGHTS. SEE SHEET LL-101 & LL-102. Cn Q UTILITIES " + In \ ' U1 PROVIDE ELECTRICAL TRANSFORMER AND EQUIPMENT FOR SITE LIGHTING - COORDINATE W/ SHEET LL-101 & LL-102. + J U2 CONDUIT/SLEEVES FOR IRRIGATION AND ELECTRICAL FEEDS - REF. CIVIL DRAWINGS. ry ------------ + Z UX SURVEY MONUMENT, BY OTHERS - REF. CIVIL DRAWINGS. s UW PROPOSED IRRIGATION WATER TAP LOCATION. COORDINATE W/ CIVIL DRAWINGS. SEE Ll-101 & LI-102. LANDSCAPE ABBREVIATIONS PA PLANTING AREA. NOTE: - TURF SODDED TURF. GENERAL SITEWORK NOTES ON THIS SHEET APPLY TO ALL WORK ON ALL SHEETS IN SITE KEY PLAN N THE 'L' SERIES. 0 V !0' 20' Q/ o X > V " < I< '6��i�xcaaaa,, RATIO Architects Inc. �1 1� HOLEY MOLEY SAYS ���/ao f t \Q RATS+ zz, "DON'T DIG BLIND" 2169 Glebe St., Ste. 20o C,��� � HORIZONTAL SCALE BRIDGE FILE Carmel, IN. 46032 RECOMMENDED 4z Qx- .�i fi. . , ., � L — , X AS NOTED N/A Q °_-� (317) 575-8907 EVA FOR A PPROVAL 06-23-08 13 ST STREET DIZ C` RD. TO y '- R N A A,TA, -AN -6 ,9, DESIGN ENGINEER VERTICAL SCALE DESIGNATION ��'• °,. a��{��, ��..S AGA h' I1 !AW MDi RG OUN DATE SPRING MILL RD. 06 08 N Z w a / WrROU�N,nr me niF uoG�RcaouNo Lj w y� !L[bt'LR�UQ� 1 �. —� �ocnriora sERwcF rwo,�)w�eK�NC _ /A b _ :)A'S BFFORE COMM;NCING WORK- I ae SURVEY BOOK SHEETS III� W wo �'� `�;�1�,��,•oo� �� _ ��� DESIGNED: JDJ DRAWN: BBJ SITE KEY PLAN 2 � V)� _j 0, ,i TcT,�CI ^W X o LL� ��, `6j1°"or�.•° i f�`q�� CALL WORKING)AYS BBFF LAW" DIG I/Y V A of 20 STA. STA. STA. °�'�iiil<i®��'�� 1-800-382-5544 CALL TO[[ FRED RATIO CHECKED: CHECKED: JDJ L- 201 CONTRACT PROJECT %O%\� i 'Ilk R�C7i Fq TFD % f C/ NE _-- - - R�wi �� _ �� ,% __ -----_-� _ ALL CONCRETE ROLL CURB ANC GUTTER + + BY OTHERS D1 '�� T i 131S STREET o.' �' -- --- TURF PA B1 .o / (TURF TURF ° FOR . .� ISLANDS PROVIDED � - v� � \\ / 61 ..-. IN ROAD- `1 ,°� - WORK _ j + L1 + PACKAGE, �l1 PA UX ° TYP.) U2 ° I y + Ll a `I - ----- L1 0 1 B3 L1 + ' I D1 - 31 1 B2 PA + � 0 0 - o TURF o r 131 ST / STREET ;� . PA \ \ A TURF DECORATIVE CONCRETE CURB RAMPS, D1 SIDEWALKS AND OTHER o � SITE CONTEXT BY OTHERS. REF. CIVIL !o � GENERAL KEY NOTES: + DRAWINGS CURBS AND EDGES _ DECORATIVE CONCRETE CURB 6" STAINED - SEE DETAILS ON SHEETS L-203 & L-601. B2 LANDSCAPE EDGING, ALUMINUM, BLACK - SEE DETAIL 6/L-506. + B3 LARGE, OVERSIZED RIVER STONE MULCH. + WALLS AND FENCES \ U2' D1 STONE WALL, STACKED AND MORTARED W/ CAST STONE CAP - SEE DETAILS ON SHEETS L-203 & L-601. \ CON DECORATIVE CONCRETE TRUCK APRON \ o UW AND CONCRETE BARRIER CURB BY OTHERS - %9T c% + COORD. W CIVIL DRAWINGS + LIGHTING % N L1 TREE UPLIGHTS. SEE SHEET LL-101 & LL-102. ON o UTILITIES U1 PROVIDE ELECTRICAL TRANSFORMER AND EQUIPMENT FOR SITE LIGHTING - COORDINATE W/ SHEET LL-101 & LL-102. \ U2 CONDUIT/SLEEVES FOR IRRIGATION AND ELECTRICAL FEEDS - REF. CIVIL DRAWINGS. \ � UX SURVEY MONUMENT, BY OTHERS - REF. CIVIL DRAWINGS. / z Q W � UW PROPOSED IRRIGATION WATER TAP LOCATION. COORDINATE W/ CIVIL DRAWINGS. SEE LI-101 & LI-102. / o - ° 4 Z Q - - — — — — — � LANDSCAPE ABBREVIATIONS ° J W COORDINATE IRRIGATION CONTROLLER AND ELECTRICAL SUPPLY TO ROUNDABOUT ISLAND z PA PLANTING AREA. 1 n � I ��� W CIVIL AND ELEC. DRAWINGS F SODDED TURF. ' FROM BOX IN THIS AREA - COORD. � TURF NOTE. SITE KEY PLAN N GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. o s' �o' so' —I r� En j N Y � � 07 E ~i J U � HORIZONTAL SCALE BRIDGE FILE x ° �,`,+litt3lff/f,� HOLEY MOLEY SAYS RATIO Architects, Inc. CITY OF CARMEL t AS NOTED N/A W X °� ���` ��,r "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 Q 4,Q ��'� `� `° L�'C' �°rs�. Carmel, IN. 46032 RECOMMENDED 131ST STRE�.T - DITG I RD. VERTICAL SCALE DESIGNATION ��ao .;� �=' ts�ER °'- % (317) 575-8907 �� FOR APPROVAL 06-23-08 ',r�1 DESIGN ENGINEER DATE SPRING MILL RD.---- 06-08 N/A Z ae +'� aee __ ITER IACAINST THE AN TO 0 EX(.AV 9 C .. .. 4 m �rr rr — ! F WITiOU NOTIFYING THE UNU FGMNI! A �i� % OCAIION SE311r TW0(2)WORKING 4�1 SURVEY BOOK SHEETS - J4YS 3EI ORF GUMATUaGNG WOdK. � T - DESIGNED: JDJ DRAWN: BBJ SITE KEY PLAN 3 of 20 _ L_ (1 CONTRACT PROJECT Clf V) i �3 "IT'S THE LAW" RATIO d 0 W z ®�i � b�iOA��°A 'Y ��� CALL 1 WORKING DAYS BEFORE Y(i'J OIG W w W wo CHECKED: CHECKED: JDJ � cn Li d�d�0/ + 1���` 1-800-382-5544 — --- - X� o STA. STA. STA. �rrj�a�s���''ko+,�� GALL TOU FREE _ " 1 1 CL ROUNDABOUT STONE WALL ALIGN L-203 \ 1 0 �. 0 C1 U6 ---- ALIGN C,EXPANSION JOINTS, TYP. / \ — - ----- ti ALIGN FACE(S) OF CURB W/ O F CENTERLINE AND END - \ CL ROUNDABQU;T \ py FACE OF WALL \ ABBREVIA110N KEY: 8'-2" TURF AREA P.O.B. = POINT OF BEGINNING \ P.O.R. = POINT CF REFERENCE POINT OF TANGENCY �• I L—sot 131ST ' 6 ------------- ---- �` CA REET \' \ LAYOUT P.O.R. NOTE: \ ALL LAYOUT DIMENSIONS \ \\ \ 1'-4" \ ASSOCIATED W/ CURBS 90' 10'-0'° E: 48806.43 / \ AND WALLS ARE TO THE 6 SIM. 3 \ \ N: 50066.43 FACE OF THE 18'-8" PLANTING BED L-203 / : / ---- < �\ -6" ,EDGE, TYP. \\ STRUCTURE UNLESS \ OTHERWISE NOTED F EXPANSION JOINT, TYP. RADIUSED, TERRACE CURB \ / 22'-0" R. IS CONTINUOUS, TYP. / STRAIGHT CURBS CONSTRUCTED 8'-2 9'-0" \ AS SEPARATE POURS t / 31'-6" R. 6" EXPANSION JOINT, / --STACKED AND \, TYP. I ALIGN BC J UPLIGHT(S), TYP. 22'-0" R. MORTARED STONE WALL, TURF AREA 4 _ W/ FACE / LOCATIONS AND ALIGN / , TYP. - REF. ETA.IL \\ ��� L-204 v / / SHEET L-204/._--601 \- OF WALL, �I \ ADJUSTMENTS TO BE _ �\ \ �` I TYP. \ / FIELD APPROVED BY v A 1 10 10'-0" POINT OF \\ LANDSCAPE ARCHITECT -` 1'-4'— TANGENCY \ // 15'-0° R. ALUMINUM LANDSCAP:_ EDGING / \ i 2" OH, TYP 6 I 1 20'-0' / // / N: 50024.28 LA T P.O.B. -_ Q. ! \ \ I / \ E: 48806.42 L-203 Vi 90' — ROUND A 6" 6 L-601 E � - � E � �� _ __._.. _,------� � �' 10'-6° �\ // � �- " l'- ABOUT 4, ROUNDABOUTI -- — — 2" ELEC. i ALIGN ----- _. OH, OH, 1'-6" 1" OH, TYP. 11`-4" TYP. TYP. TRANSFORMER 6 r -� SEE - 10'-6° ALIGN WALL STEP 22'--0" R. � / 22-0" R 4/L-203 I " b - --- 2 - L-204 STONE WALL, \ DOWN W/ FACE TYP. OF CURB, TYP. _ j N EDGE OF WALL A \ CAP, TYP. STACKED AND I CENTER LIGHTING \ MORTARED STONE WALL, - -- TYP. - REF. DETAILS / TRANSFORMER ON -- 6" CONCRE T / SITE CURB ENLARGEMENT PLAN - TYP. 2 WALL 8c CAP ENLARGEMENT PLAN - TYP. sHEEr L-2o4\-601 \ ; CENTERLINE OF WALL - CURB, TYP. L-203 LANDSCAPE ARCHITECT TO 1 1 \ /� \ \ \ L-203 1 2" = 1'-0" 1/2" = V-0" N L-203 / \ FIELD APPROVE LOCATION -REF. - LL-101 & LL-102 GROUNDCOVER BED NOTE: A \ - REF. L-301 & L-302 FOR TC/BC \ \ LAYOUT P.O.R. \ ti TOPSOIL - HOLD DOWN AS NOTED ELEVATIONS \ 131ST \ � E: 48806.43 � NOTE: 9,-o" i. STREET REF. 5/L-204 FOR HOLD TOPSOIL DOWN Y2" FROM \ - ' S ON - -_ . _ _ -- -. ECrION/ELEVATI • TOP OF CURB WHERE NOTATIONS FOP, CURBS, PROVIDE LIGHT BROOM LANDSCAPE PLANTING AREA MEETS CO TA -I 6„ / �F�NSTR\ \\ \�\\ \\_\� / WALLS AND SITE FINISH TO EXPOSED BACK OF CURB NFq r T1ON \ FEATURES 3„ CONCRETE, TYP. - PROVIDE \\\ DECORATIVE CONCRETE STAIN TO TURF, TYP. 6„ ON �M�T�/NF EXPOSED CURB SURFACES, TYP. - �� z TOPSOIL - SEE GRADING PLAN FOR SPOT �. \ �'q�,� qS \ ELEVATIONS AND SLOPES 3„ NCS /V/V /V/ V%V/V \/V/\/V\A�\\/\I/\\\\AV�7VIj\\7j�AYjV' 7 ��\���\ \�\\\��j\AV�JVi\ \>N>N�j\r��\ \y ?\77 AA\ AAj/AA //AA//AA//AA//AA/\\//%//%//%/ A�//�//�//�//�/\/j�/\ j\\/\/\/j\\\�/j�/jVA�/\/\%\\ �Vj �- z \ °° /vv/v ° y\vv\yv/vvv\\\vv.vvv vvv vvv vvv y�y�y�ywv/vv/vv/vv/vv/y/y/vv/y/\vv/y�y/vv/vv/y/AVv/vvjvvjvv\ v/y/ .- A \...a. ..a\..<��...,�A...�A..,�A...a\..<t\._A.<a�_<�A_<a\.:�A.��\.a�..<a\.:�A..a\.�A.<Z\r�A���.��\.<�\�.....����.cAA�A�._A��A�.�A�.��.��A�\.� .......,>,••••,..••...,. / _ CLASS A' CONCRETE CURB \ ' I 4 o ! '- n - - SEE CIVIL DRAWINGS FOR TYPICAL °O TURF, J \ ; CONCRETE CURB DETAIL TYP. - - -- -- ------ ---- _ _- �- \ CL , COMPACTED SUBGRADE, TYP. -- 9, o NOTE: NOTE: \ ROUNDABOUT LAYOUT PLAN N N N 3 6" CURB TERRACE - TYPICAL DETAIL _ � GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. LAYOUT DIMENSIONS ARE TYPICAL FOR BOTH ROUNDABOUTS. ROTATE DIMENSIONS -- L-2r3 SHOWN HERE 90' CLOCKWIISE AND APPLY LAYOUT DIMENSIONS AND NOTES TO �� i 1" = 1'-0" ROUNDABOUT ISLAND DESIGN AT CLAY CENTER. KEYNOTES 1 AND 2 REPRESENT 0 5' 10' 20' Y J E m L � LAYOUT CONTROL POINTS. ~I Q i OCT HORIZONTAL SCALE BRIDGE FILE Lj X °'� ti 4`�ti`i�ta; r�d,�,� "DON T DIG BLIND" 2169 Glebe l- WX �, ��o CITE OF CRL , (� AS NOTED N/A c wig RECOMMENDED TO � ao � �° �Rfi •.,, c \ Carmel, IN. 46032 FOR APPROVAL 131ST STREET — DITCH RD_ 06-23-08 VERTICAL SCALE DESIGNATION (317) 575-8907 Ile m pg PER INDIANA STAT .AWIS-69 .r. DESIGN ENGINEER DATE SPRING MILL RD. #06-08 N/A -i, n Is AcAwA NHL LAN TO FzcAVAn- - _ WI IT Iv')?IFYiNG THE UN'JLRGROUNf> Q / - _ W Z dew ARA86001 -� DAYS 3EfONF COMM NGNG WORKING ;.•' Q_ DESIGNED: JDJ DRAWN: BBJ LAYOUT PLAN DETAILS SURVEY BOOK 4 SHEfETS 20 AT 0 w v' z j ®� °'` o,IAtk P'°°°° ���' "IT'S THE LAW° CONTRACT PROJECT L'i W� w o ,+�ldQ ` ,'��� WDRK,N6 NAYS aLTOU DD DIG CHECKED: CHECKED: JDJ � cn_J� I® C H 1� �t 1-800-382 5544 RAT O L- 203 X D o STA. STA. STA. '�''ar�� t������`, CALL THE _—__ — --- NOTE: I -� WALL STONE JOINT SIZE: 3 THICK, CAST STONE CAP \ MIN. - Ya MAX. - Y TYP. _- SEE LAYOUT PLAN - SHEET L-203 �\ \ x. N 1'-6" CD 1 TYP. �� \ J L-601 / \\ -- ---- \� \� TW 894.49/887.28 o REF. L-301 & L-302 --- O�' ] -- J� — FOR WING WALLS REF. L-301, \\ \ w ---� L-302 & 7/L-601 ROUNDABOUT Of Z FINISH GRADE - SEE L-301 & L-302 jz Q : , CD L cn STONE WALL, STACKED AND MORTARED`' TOP OF WALL TO MAINTAIN CONSTANT mono ELEVATION -- REF. 1/L-601 FOR TYPICAL BENCHMARK ELEVATIONS) OF FOOTING(S) STONE WALL ELEVATION L-204 NOTE: � 3/4" = 1'-0" 3 CAP JOINT WIDTHS: MAX. = 1/4", TYP. 131 STS L-204 NOTE: PROVIDE JOINT SEALANT - PROVIDE BOTH CIRCULAR AND LINEAR WALL LAYOUT AS SHOWN ON STREET \ 4/L-203 & 5/L-204 - PROVIDE CAP LAYOUT AS SHOWN ON 1/L-602 COLOR TO MATCH STONE �\ \ L-601 L"D -- � ,/ 1 3 --------- - �' '' 2 L-601 L-203 L 204 I 4 \ L-204 V� i - N: 5003 .1 \ L-204 E: 49931J2 V \ \ Z REF. 4/L-203 FOR ° KEYNOTE 2 LAYOUT F.0.3. \- CD - LOCATION. ROTATE �i LAYOUT DIMENSIONS 90° - - �- 7 CLOCKWISE FOR THIS ROUNDABOUT DESIGN CG O _ _.. _.... .._... ._... ....._ ....... ...... ....... ...... ...... ....... ...... ..... ....... ...... ....... ..... ...... .... _.... _.._ _.. g -6 I c� 1 LJ w I - LAYOUT 2 / o o O 18 LENGTH CAP PIECES, FACE OF STONE WALL I P.O.R. o MORTAR INTO PLACE o -=- �-; t ROUNDABOUT 3" THICK, CAST STONE WALL CAP 1 N: 50034.15 \� N: 50034.15 \ I E: 49892.33 \ � 8 E: 49976.35 LAYOUT Lol 1 -6 TYP. L-601 P.O.R. I 2 L-601 SEE LAYOUT PLANS - SHEETS L-203 & L-602 \ 5 o I o /L l j L-601 / R -203 FOR 6 EF. 4 � '.•___. � / L-506 KEYNOTE 1 , LOCATION. ROTATE 131ST 2 TOP OF WALL - CAST STONE CAP PLAN ���,,� [` — — — LAYOUT DIMENSIONS 90° STREET L-204 \ 00000 CLOCKWISE FOR IHIS 1-1/2" = 1'-0" _ -� � \ \ ROUNDABOUT DESIGN \` / CAST STONE CAP - 18" X 18", TYP. ' NOTE: MATCH TEXTURE AND FINISH OF \ 3 \ CONTRACTOR TO PROVIDE SHOP DRAWINGS CUT LIMESTONE, TYP. - MORTAR L-203 L-204 18" INTO PLACE 2 TW ELEV. _ FORM Y4" X y9" DRIP NOTCH ONE SIDE OF WALL CAP - REF. 894.49 887.28 \ / 1% WASH - y„ � ��` ] - 1/L-602 FOR DIRECTION OF WASH L-601 AND CORRESPONDING EDGE FOR DRIP NOTCH EQ. y" NOTE: ` TW ELEVATIONS NOTED REFLECT TOP 18" LENGTH, TYPICAL CAP OF CIRCULAR WALLS. REF. L-301, PIECES, MORTAR INTO PLACE L-302 & L--601 FOR TW ELEVATIONS \ ON TOP OF STONE WALL, TYP. E FOR WING WALLS 3 CAST STONE CAP SECTION L-204 1-1/2" = 1'-0" 20' NOTE: 16" CONTRACTOR TO PROVIDE SHOP DRAWINGS MATCH le 14" CAST STONE CAP, END UNIT - MATCH CAST STONE CAP - \ �/ � TEXTURE AND FINISH OF TEXTURE AND FINISH OF \ I � CUT LIMESTONE, TYP. - MORTAR _ CUT LIMESTONE, TYP. - MORTAR INTO PLACE �� INTO PLACE \ \ 2" TYP. 1" TYP. FORM Y" X Y8" DRIP NOTCH - 16" OVERHANG OF CAP N - I 4 CD L-204 11% WASH-- TW ELEV. - -- --� / cv a- 1% WASH � y4' 894,49/887.28 Ilk z ~ I PROVIDE DRIP - -� W _j NOTCH ON THREE F- 0 SIDES AT OVER- N. r HANG, TYP. - - y2" W O / / \ WALL AND --1_------- U V - --- CAP, TYP. 2" OVERHANG, TYP. \ \ Cn \\ 36" LENGTH, TYPICAL CAP z PIECES, MORTAR INTO PLACE - PLAN ON TOP OF STONE WALL, TYP. SECTION i � - 1 4 CAST STONE CAP — END UNIT - DETAIL NOTE: NOTE: ROUNDABOUT LAYOUT PLAN N I-) Lo L-204 GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. LAYOUT DIMENSIONS ARE TYPICAL FOR BOTH ROUNDABOUTS. ROTATE DIMENSIONS r�--204 i M 1-1/2" = 1'-0" SHOWN ON L-203 90° CLOCKWISE AND APPLY LAYOUT DIMENSIONS AND NOTATIONS M E Ln TO ROUNDABOUT ISLAND DESIGN AT CLAY CENTER RD. 0 5' 10' 20' �IJ O Q/ o - ---— --�—------ LLJ X �a ��% {�, RATIO Architects Inc. HORIZONTAL SCALE BRIDGE FILE 1liali�til;{I' HOLEY DIG SAYS CITY 0ri CA�)M L � aoR�Q(/�, � "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 1 1� 1.l N� Q '� ' RECOMMENDED 06-23-08 131ST STREET — DITCH RD. TO AS NOTED N/A � wi �ao I� a— ` Q`. �ytS �,q€ '. - Carmel, IN. 46032 4 (317) 575-8907 FOR APPROVAL — VERTICAL SCALE DESIGNATION PER INDIANA s,A E`^W" 69 ,9, SPRING MILL RD. Q d Nil. � � _ � ���^ I s AUAti5.1H. LAA-0 EKAVAIE OVA' DESIGN ENGINEER DATE 06—®8 N/A cnzI t -- wo W IHLJ N'TIFYIN6 'HE l,'dUEFGROUNJ W— z AR6�C1 _� , L-\ SEA"��>N SE�VIEL WD(z)WORL�F,E ;��j SURVEY BOOK SHEETS � �, o<z 4, Al o ��° SAYS �E. EoMM NE�N�WORK DESIGNED: JDJ DRAWN: BBJ LAYOUT PLAN UIL DETAILS AILS 5 of 20 w� w wo/ v� °�.; +�,IqR P �� "IT'S THE LAW„ x D oil STA. STA. STA. �!° CH 1'� ��� 1-800-382 5"544` RATIO CHECKED: CHECKED: JDJ L- 204 CONTRACT PROJECT '���,� CAI 101L rRLF l` ---- \ PLANTING BED WALL CAP ABOVE, TYP. 891.79 892.49 BW BW CONSISTENT 7.0% SLOPE ALONG 893.15 1 893.15 � I 893.82 WALL, TYP. TW TW TW._.. 1% WASH 1% WASH 891.15 / 1 B W _-- TW4.49 F8-93-. � - -_ __ _ .. .._ _ .... 891.99 891.81 891.31 BW/BC BW I BW NOTE: NOTE: _ WALL CAP ABOVE, TYP. I GRADING IS TYPICAL FOR WALLS AND WALL / HEIGHT STEPS AT ALL OCCURANCES EXISTING GRADES AT ROADWAY AND CURB HAVE BEEN EXTRAPOLATED �\ ` o'I/ BASED UPON CIVIL ENGINEERING CONSTRUCTION DETAILS AND � �� \ NOTE: INFORMATION CONTAINED IN THE ROADWAY PACKAGE. THE HP OF THE \ l0 SPOT ELEVATIONS GIVEN ARE TO TOP OF ISLAND AND RESULTING GRADE HAVE BEEN ESTABLISHED BASED UPON \ i WALL CAP, TYP. / DETERMINING AN EXISTING HP OF 891.95 AND ADDING TOPSOIL PER y� / 7/L-506 TO ACHIEVE A FINISH GRADE HP BENCHMARK OF 892.68. �2S TURF AREA TURF AREA - GRADES INDICATED ACHIEVE THE DESIRED HTS. OF WALLS, CURBS AND ACHIEVE THE DESIRED FINISH GRADE OF THE EARTH CONTAINED WITHIN \ THE ROUNDABOUT. COORDINATE FINAL GRADES W/ CIVIL DRAWINGS AND \ -" FIELD CONDITIONS. ACTUAL HP OF TOPSOIL AT CENTER \ OF ROUNDABOUT TO BE AS ROUNDABOUT GRADING - CURB ENLARGEMENT PLAN N INDICATED ON 3/L-3o1. L-301 1/2" = 1'-0" 131 ST TC 890.98 :�/ o Sys BC 890.98 i STREET STONE WALL, TYP.,;= G S ------ - --- - ___- BC 891.31 CONCRETE CURB, TYP. \/ TC 891.81 TC 892.49 \\ \ \ 892.49 / BC 891.31 TC 891.81 ` TIC / BC 891.81 892.49 891.99 � � r,S BC 892.49 TC BC / -1 IC 892.49 8944,g �-STONE WALL, TYP. \ 892.49 BC 891.99 TW BC/BW 1 -- TC 892.49 892.49 ����\� \ \ INITIAL SUBGRADE `, BC 891.99 892. 3 BW 892.4 �N`'� \; \ / BACKFILL TO BE HELD / / .63 BW N 891.99 DOWN 6" FROM TOP OF _ _ _ TW 4.4� c�oP� J- \� \ CA CD BC 892.57 / I CURB, TYP. COORDINATE /-- -,BW W i � / CIVIL DRAWINGS. ,'- � CONCRETE cn cn ��. 0 0 TOPSOIL BACKFILL 1 -.1 CURBS, TYP. I TURF AREA l r1 r / TO BE PLACED OVER TW893.15 TW893.82 0 0 SUBGRADE SO THAT BW891.15 BW 891.79 BW891.9g -�- \ SOIL SURFACE MEETS � TC 891.81 - O c / i TOP OF CURB, TYP. BC 891.31 I TC 892.4 F L-301 BC 891.9 HP2.68 892.49 I \ CD 892.38 T _- .- � � 892.53 W 892.63 _ 892.49 � BW / �� � 893.15 � � � � Co 891.81 TW BC �, TC 892.49 TC ,48-9-1.8-1-1 - �� TW 894.49 \ s 0 TC BW 892.49 BC 891.99 BC 891.31_; 891.81 TC/BC 891.31 891.81 BC � 892.63 TC --- 892.57 / ------ � BW � i \ 894.49 PLANTING BED 891.31 892.49 // TC 892.49 CONCRETE CURB, TYP. i BC � BW 2 BC891.99 891.81 GRADING NOTE: \� L-3o, TC G LAN KEY WALL FOOTER ELEVATION TC 891.81 \ (BOTTOM OF FOOTER) STONE WALL, TYP. o°� 3C 891.31 EXISTING SPOT ELEVATION TO BE 12" BELOW GRADE, TYP. j FOOTER ELEVATION HAS BEEN _� �P 4) 0o c>J 84070 PROPOSED SPOT ELEVATION DERIVED BY SUBTRACTING 12" �� � o�'Q� S A TURF AREA FROM THE LOWEST BW SPOT �'� � - � _ ELEVATION AT THE ROUNDABOUT SPOT ELEVATION TOP OF CURB/BOTTOM OF CURB \ \� \ ISLAND (AFTER TOPSOIL PLACEMENT) _- 865.25 SPOT ELEVATION - TOP OF CURB OR BOTTOM OF �. BOTTOM OF FOOTER ELEVATION TO \ \-CONCRETE CURB, 1'1 P. ,' GRADE TO SLOPE o o CURB ALONG WITH TOP z z TC/BC BE 890.15 OF CURB,CURB, TYP. SPOT ELEVATION - TOP OF WALL/BOTTOM OF WALL r �AWAO NOTE: 865.25 SPOT ELEVATION - TOP OF WALL OR BOTTOM OF WALL \\ /� 131 ST GRADING IS TYPICAL FOR CURBS TW/BW AND CURB INTERFACES AT ALL OCCURANCES 854.75 SPOT ELEVATION - LOW POINT \ �/ STREET LP co/v - �Fl/NF R�CTS TOP OF CURB AT HP 25 SPOT ELEVATION - HIGH POINT qTF� oN END TO BE FLUSH N WITH GRADE SURROUNDING M MEET EXISTING GRADE �S S � I � 50.98 2% Q PERCENT SLOPE ACROSS SURFACE J d \ ,. BC ° 890.98 , - - In \ --- In 2 ROUNDABOUT GRADING - WALL ENLARGEMENT - TYPICAL N L-301 15.. = 1'-0" r In On N NOTE: ROUNDABOUT GRAD N % N GRADING PLAN y CD M GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. L--30! V Q/ 0 0 5' 10' 20' X j LLJ X .> �< ,�0t1j uffiffl, HOLEY MOLEY SAYS RATIO Architects, Inc. � U 3� CITY Off' � HORIZONTAL SCALE BRIDGE FILE �i��S �`���.,,�\+��'°R'�4/C�;"''i� "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 CAI�ML . c►ts7 " \ Carmel, IN. 46032 RECOMMENDED r G��.o .- �- f'� (317) 575-8907 �- FOR APPROVAL 06-23-08 131ST STREET - DITCH RD. TO AS NOTED N/A � ' � VERTICAL SCALE DESIGNATION L z N0. �INDIANA S H[ LAW Is b� 9, SPRING MILL RD - 0 6-0 8 N/A U J ° : s Wl r' WITHOUT NOTIEYINI,T W UNDIRCROI;No `l- 1 DESIGN ENGINEER DATE . / LLj W 0< i �'� � - LOCATION RF COE WO NG WORH�NG �� Q Q � DAYS UEiORF COMMENCING WORK. z� ATC ` J DESIGNED: JDJ DRAWN: BBJ GRADING PLAN SURVEY BOOK SHEETS X �o Of= �'��+�l t ' {A-1 j��►��� "IT'S THE LAW" 6 Of 20 '7 CA![2 WORKING 0-DAYS B-5 YOU OIG _- STA. STA. STA. '�'+'�i�tieHi ����. 1-800-382-5544 RATIO CHECKED: CHECKED: JDJ _•Vq•\ CONTRACT PROJECT CALL '01L FREE TW 887.28 I BW I -- 887.28 TW j 885.28 '/ I BW / \ I I 886.61 / - __ \\ TW NOTE: GRADING IS TYPICAL FOR WALL AND \ °q WALL HEIGHT STEPS AT ALL OCCURAN TURF AREA \ l � CES _ WALL CAP ABOVE, TYP. CONSISTENT 7.0% SLOPE ^- \--;----- -_! ALONG WALL, TYP. BW • -- -- - - BACKFI TO BE HELD INITIAL SUBGRADE .� - ' 886.61 � LL � \ _ TW PLANTING AREA- _-"-- -- �� �� TW 885.94 _ _- -- - DOWN 6' FROM TOP OF Bw883.94 \ �� 884.60 CURB, TYP. COORDINATE BW W/ CIVIL DRAWINGS. ` 131ST TOPSOIL BACKFILL \ :' TW 5.94 TO BE PLACED OVER \ \/ STREET SUBGRADE SO THAT 885.94 TC884.60 \� \ 884.10 G SOIL SURFACE MEETS s<o2s�9 TW BC 884.10 BW O< s� TW 886.61 TOP OF CURB, TYP. _ - �_ BW884.58 CONCRETE - - -- - ° TW 886.61 ` A _ CURBS, TYP. I I � \ BW 885.28 �, NOTE: TW 887.28 TURF AREA SPOT ELEVATIONS GIVEN ARE TO TOP STONE WALL, TYP. BW885.28 TC 885.28 \ OF WALL CAP, TYP. / BC 884.78 \ BC 884.10 � � 885.28 / 885.28 BW TC 885.28 . \ I � BW � BC 884.78 z � 887.28 885.42 TW - 885.36 885.171] n�i 1 TC 885.28 ?os \ I ; - BC 885.28 8 TW 887.2 BW885.28 - _ 2 ... .... 0 ' ....__ ._......... TC 884.60 �_�<' � 1, _- .... ...�._. ;_.... ...... ............. ..... BC 884.60 / 1 :885.47 1 I -307 i l _.._..... ............. HP �� {885.17 - - 885.42 85.28 - 885.94 L TC 883.77 TC 884.60 885.42 BW -� TC 884.60 TC 885.2 ?o -_ BC 883.77 BC 884.10 I BC 884.60 BC 884.78 T 83.94 �s<o B W 1 \ �-OF i - ,I \ - � 885.17 � J 885.42 885.17 ROUNDABOUT GRADING - CURB ENLARGEMENT PLAN N �� CONCRETE _ _ _ Bw 6 88728 131ST -- BC 884.78 L-302 885.28 STREET L-302 1/2" = 1'-0" ` CURBS, TYP. TC 885.28 BW / STONE WALL, TYP. � NOTE: 884.60 WALL FOOTER ELEVATION TC 885.28 �' s<o°���� / NOTE: �� BOTTOM OF FOOTER BC 884.78 � j BC - TC 5 28 GRADING IS TYPICAL FOR 884.10 TO BE 12" BELOW GRADE, TYP. CURBS AND CURB BC FOOTER ELEVATION HAS BEEN V '? \ ,•! \ i 884.78 885.28 INTERSECTIONS AT ALL 884.60 \ BC TC OCCURANCES TC DERIVED BY SUBTRACTING 12" 883.77 \ FROM THE LOWEST BW SPOT TC 884.60 TC ELEVATION AT THE ROUNDABOUT BC 884.10 2.0% SLOPE ON TURF 3.3% SLOPE ON TURF - \ ISLAND (AFTER TOPSOIL PLACEMENT) 1 1 \\ �\ BOTTOM OF FOOTER ELEVATION TO A� 8.3% SLOPE ON TOP OF CURB \ 8.3% SLOPE ON TOP OF CURB � BE 882.77 884.60 884.60 884.60 TC TC BC 883.77 `' 885.28 BC \.� �..► \� �V BC GRADE TO SLOPE N WITH TOP OF CURB, TYP. PLANTING BED - , 2 ROUNDABOUT GRADING - CURB ENLARGEMENT PLANy %\ L-302 1/2" = 1'-0" \ NOTE: EXISTING GRADES AT ROADWAY AND CURB HAVE BEEN \ EXTRAPOLATED BASED UPON CIVIL ENGINEERING CONSTRUCTION' A GRADING PLAN KEY \ DETAILS AND INFORMATION CONTAINED IN THE ROADWAY PACKAGE. / \ \ \\ THE HP OF THE ISLAND AND RESULTING GRADE HAVE BEEN \ ESTABLISHED BASED UPON DETERMINING AN EXISTING HP OF EXISTING SPOT ELEVATION V \ 884.72 AND ADDING TOPSOIL PER 8/L-506 TO ACHIEVE A FINISH GRADE HP BENCHMARK OF 885.47. GRADES INDICATED ACHIEVE 84 . 0 PROPOSED SPOT ELEVATION \ THE DESIRED HTS. OF WALLS, CURBS AND ACHIEVE THE DESIf2D % FINISH GRADE OF THE EARTH CONTAINED WITHIN THE / 113C 799.50 OUNDABOUT. COORDINATE FINAL G E- W/ CIVIL DRAWING$ ;AND SPOT ELEVATION - TOP OF CURB/BOTTOM OF CURB FIELD - - --- -- --- _"- i z 865.25 SPOT ELEVATION - TOP OF CURB OR BOTTOM CONDITIONS. ACTUAL HP \ Q TC BC OF CURB OF TOPSOIL AT CENTER \ / OF ROUNDABOUT TO BE W 0 SPOT ELEVATION - TOP OF WALL/BOTTOM OF WALL AS INDICATED ON Cl i \ 3/L-301. 86 . SPOT ELEVATION - TOP OF WALL OR BOTTOM OF WALL TW/BW a_ U � / z LP 4.75 SPOT ELEVATION - LOW POINT i 865.25 SPOT ELEVATION - HIGH POINT \ ' \ U - N M.E. . MEET EXISTING GRADE f' NOTE: /\�.\ ROUNDABOUT GRADING PLAN N N q 2% 7 IM J �_ PERCENT SLOPE ACROSS SURFACE GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. Q\ (Co a 10' zo' X RATIO Architects Inc. �'�l��iittit;di',� HOLEY MOLEY SAYS ' CITY O HORIZONTAL SCALE BRIDGE FILE U F CARE L �i �,���,�'�* �. �,�(��' �i�s "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 ' . '�� Vol-, � , RECOMMENDED 131ST STREET - DITCH AS NOTED N/A .. .. _ '. G R ��•'� , c Carmel IN. 46032 ( ) FOR A PPROVAL 06-23-08 RD• TO VERTICAL SCALE DESIGNATION 317 575-8907 EVA' SPRING MILL RD._ DESIGN ENGINEER DATE ��j-08 N/A d► o � � � I PER INSIe NA STA,F AN IS 59-'991. W Zd �''��� aie < .� �,�IS 1 NrrST THE AW C F%CAVA�E U W w • _ Z � � wo - --/ Wl LOCATION hOFR NC Tr7 UNDERGRING / EOCATON Sf CO WN N,WORKING � °Z\ • AITA0 •�q : - DAYS aEFOaE G ,MFNGING WORK DESIGNED: JDJ DRAWN: BBJ LLJ W W W D GRADING PLAN SURVEY BOOK SHEETS xx D o Of L, f�'���� �7 �1 � �J ���� CALTkSK THE f oAoW 7 of 20 `�r� 1-800-382-5544 RATIO CHECKED: CHECKED: JDJ L- 3021wo CONTRACT PROJECT STA. STA. STA. '�fthIIfillt1� CAI1 FRfC w � N Z t0 z I � w � v cv_r`�o \ A __ AI1A HA �1 14 50'-0" O.C., TYP. , CEOC I _ CBFA I 9 - I (SRIS GBBPS �� '� -- SRIS - ✓PEAL \ AHA CAKE 18 q3,) \\\ TURF TURF 50'-0" O.C., TYP. � � � ' �URF �� J50J \ 25'-0" O.C., TYP. C48� AHA ® R 25 AHA 4'-0" MIN. FROM 23 jj BACK OF CURL, TYP. ZS\I , 19c _,:� LUKE � r , JHAN I U R'r TURF 2/L-501, TYP. CAKF �\ 23 / CEOC � � AHA 3 \ PEAL 20 - \ ��; i :.. 15' 0" O.C. TYP. SRIS 11 Az_ _IC_ 1 PLANTING PLAN N NOTE: r GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. = � - o 10' 20' ao' NOTE: TURF IN SITE AREAS OUTSIDE OF ROUNDABOUT ISLANDS TO BE PROVIDED BY UPLIGHT - =��� �� '� 3 IN. DEEP RIVER STONE MATERIAL PLANT SCHEDULE: SEE SHEET — -- ----------------- —---------------- ROADWORK DOCUMENT PACKAGES. SEE CIVIL DRAWINGS. AREAS DENOTED W/ i � PLACED OVER WEED BARRIER. MAINTAIN LL-101/LL-102 - h WEED-FREE MULCH RING. TURF' INDICATE SOD AREAS PROVIDED AS PART OF THESE BID DOCUMENTS. APPROX. `� ` Key Qty. Botanical Name Comrrion Name Size Remarks „ �.._i 36 FROM �: TREES/SHRUBS TRUNK OF TREE 'j SRIS Synnga reticulata 'Ivory Silk' Ivory Silk Japanese Lilac Tree 2.5" cal Symmetrical. B&B : ; EA. - REF. LARGE, RIVER STONE MULCH RING GENERAL CONTINUOUSLY BOUNDED CBFA Carpinus betulus 'Fastigiata' Pyramidal European Hornbeam 3" cal Symmetrical, B&B NOTES �' BY LANDSCAPE EDGING - CEOC Celtis occidentalis Common Hackber 3" cal Symmetrical, B&B y Y ALUMINUM EDGING - PROVIDE AND I I/ , GBPS Ginkgo biloba Princeton Sentry Ginkgo 3" cal Symmetrical, B&B INSTALL PER MANUFACTURERS' NYSY Nyssa sylvatica Blackgum 3" cal. Symmetrical, B&B SEE 6/L-506 i j SPECIFICATION AND INSTRUCTIONS PABIL Platanus x acerifolia 'Bloodgood' Bloodgood London Plane Tree 3" cal. Symmetrical, B&B 1 ZSVI Zelkova serrata 'Village Green' Village Green Zelkova 3" cal. Symmetrical, B&B FINISH GRADE JHAN Juniperus honzontalis 'Andorra' Andorra Juniper #2 pot Specimen, 36" o.c. GRASSES/SEDGES . CAKF Calamagrostis x acutiflora Karl Foerster Karl Foersters Feather Reed Grass #2 pot 36 o.c. Q PAHA Pennisetum alopecuroides 'Hameln' Hameln's Dwarf Fountain Grass #2 pot 24" o.c. GENERAL NOTES: PEAL Pennisetum alopecuroides Fountain Grass #2 pot 36" o c. FEED FROM 1. SEE SHEET LL-101 & LL-102 FOR LIGHTING TRANSFORMER VARIES AND ELECTRICAL INFORMATION PERENNIALS CVMO Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis #1 pot 24" o.c. PEA RAVEL 2. SEE 1/L-506 FOR TREE PLANTING DETAIL AT FIXTURE GROUNDCOVERS = EXCAVATION VERIFY 3. LIGHT LOCATIONS AND ADJUSTMENTS TO BE LISP Linope spicata Creeping Lilyturf #1 pot 18'' o.c. F? FIELD APPROVED BY ARCHITECT 0 / Q 2 RIVER STONE MULCH AREA DETAIL �I N L-501 1/2" - 1'-0" j N J F Ln M I — J p Q/ O LJ x HOLEY MOLEY SAYS RATIO Architects, Inc. w N w Q�Q ,��t1i4i��t3ttt��rfi "DON'T DIG BLIND" 2169 Glebe St. Ste. 200 CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE Q w/� �'�`��� sa� ' °°°r Carmel, IN. 46032 RECOMMENDED AS NOTED N/A :5 V) _ �::= � T� •=�.� �. 06-23-08 131ST STREET DITCH RD. TO _ ;i;� �: (317) 575-8907 EVA FOR A PPROVAL VERTICAL SCALE DESIGNATION Q r �, I, "`RINDAINNS�IL h s-69-VAI DESIGN ENGINEER DATE SPRING MILL RD. - 06-08 /,,, 5��AIN �;F SAWS"A,F N A (/) . w /� - WII:OUI NOT. NG TH UNDER ROUND — w z a m -7�� - LOCATION SFRJ-Cr IWD(7)WDHKING • . '- U >_W �7��1 DAYS utroRL COMMENCING WORK DESIGNED: JDJ DRAWN: BBJ PLANTING PLAN SURVEY BOOK SHEETS Lj Z z �► AT G 8 of 20 w rY max. .•�o a � CALL T,WDRNINC CAPS BEFORE YOU DIG Li , U / w w w w o 'IT S THE LAW" � Cn __JQ ��°� ►�'`"• ` tACi.. ����r CONTRACT PROJECT x D O w� rj; j? a1 1-800-382-5544 RATIO CHECKED: CHECKED: JDJ L- 501, STA. STA. STA. 4��rrr H I* ��,'® TOLL FREE ----- --- w � eJ ■ , Z LLJ u) e � ,� yam, �� ,.�-- .� - ■ e - e z:- B CEOC 3 7`� 77- NYSY 5 zSVI _ _v )_6 PABIL N e J LO 04 a ■ w w Cn PLANTING PLAN IN 0 10, 20' 'w. vmo_ SRIS AHA C1 SRIS 4 10 10 63 F A� 251 - -� _ ----- - �:y \ \ CBFA TURF AHA AHA jj�TURF Q 20 J5 JHAN TURF J CEOC 56 2 cvmo _40 AKF 36 e _j PEAL 5 PEAL ............... AKF (Z­S­V I z (CyE0C ___ 2 A �Z Typ. � 2 sRis JHAN 3 TURF 7 Q 56 TURF TURF _ � e e e e e 110 AHA 16 IU) < z UJ CM w AHA CL z 12 �::<` e Lf) LCD j D e = -4 L) < uj CvMo III e w Cn Q 30 n W Q) NOTE: NOTE: 2 PLANTING PLAN N Q) GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. 02 TURF IN SITE AREAS OUTSIDE OF ROUNDABOUT ISLANDS TO BE PROVIDED BY 5 U) Q) ROADWORK DOCUMENT PACKAGES. SEE CIVIL DRAWINGS. AREAS DENOTED W/ 'TURF' INDICATE SOD AREAS PROVIDED AS PART OF THESE DID DOCUMENTS. E Ln 0 10, 20' 'w, _j 0 _1 u od < o X i L'i x HOLEY MOLEY SAYS RATIO Architects, Inc. HORIZONTAL SCALE BRIDGE FILE "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 Cn < -0< a CITY OF CARMEL g ao RAU; N/A --,n i RECOMMENDED AS NOTED_14 Carmel, IN. 46032 131ST STREET DITCH RD. TO 06-23-08 (317) 575-8907 QW- -W M FOR APPROVAL VERTICAL SCALE DESIGNATION Az I :.� / I I PFR IN IA TAT __b9 19D1 I IS AANS1 fIIL LAW V Y DESIGN ENGINEER DATE SPRING MILL RD. #06-08 N/A 10 LXCAVATE EVA' I NITHOUT SDTIrYIM THE UIDDEKPOUND _OCA'10�HRVICL IWO'2)NORKING z In No. - - Z� \__ �1 IM-4 DAYS BL' C,AIMLNCM;NOPI, �14 -ft SURVEY BOOK SHEETS ARA86001 t�_ L,j Ld 0<I­ DESIGNED: JDJ DRAWN: BBJ PLANTING PLAN [)f Y) z N, 9 of 20 LLJ AIT 0 L_ ry A IV IrOA "IT'S THE LAW" L'i CALL�'WORKING DAYS BIF09E YOU 015 V) Of CONTRACT PROJECT Of _j cj� I *o,/ - x :) 5 LE>_ z 1-800-382'-5544 RATIO CHECKED: CHECKED: JDJ L- 502 STA. STA. STA. "V*4, C H IT ChL TOU fREL I 1 116111111 — — I N w ,°n A? \ ■ CM ui v --- -- ----_ PABL -- _-_ 2 9 -------- 9 -- — -— NYSY PABL - - 6 5 - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ -� -- - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - a Cn PLANTING PLAN N L-503 0 10' 20' 40' CEOC PABL 3 , 4 I � _. ZSVI CBFA N 3 Y A9 A 9 CEOC PABL 3 4 , MW — -- -– -- ---- �- ----- ----- Ln ' � J u, ° = � J w � � � w Cn NOTE: 2 PLANTING PLAN N j L-503 U GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. i 0 10' 20' 40' J z d I S U H N N L Q N N N '2 `� j N Y Q On IM L J p Iry OCT Q/ o LLJ X " �� HOLEY MOLEY SAYS RATIO Architects, Inc. itttfrrA (� R HORIZONTAL SCALE BRIDGE FILE ��ao ,ai�� �A t�®if! "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 v�j� EL a �� °`° '��' s,. \• Carmel, IN. 46032 RECOMMENDED 06-23-08 131ST STREET — DITCH RD. T� AS NOTED N/A • tST F _ _ `v ` z RFQ-. (317) 575-8907 �� FOR APPROVAL VERTICAL SCALE DESIGNATION °` s " �'"'A"� TILE AWO b9 9T O VA DESIGN ENGINEER DATE SPRING MILL RD — #06-08 N/A C9 Q ;s � ae. i � s rHF inw o Exrnv 1E wz � - U W e _ wi AIIO NO-mG WO N OPKIN No � 7�'� r ^,AiION qFNVI('f l�'0(2)WOHKIIvG -,•' • w w o�� �. . RRABQ� n AYS F�f�o�� ��M�FV��N� �kk DESIGNED: JDJ DRAWN: BBJ PLANTING PL��1� SURVEY BOOK SHEETS � NOQz � U L� fl a _-- _ _ 10 � ?o� ��� IA �'' ' `.� "IT'S THE LAW" CONTRACT PROJECT V CALL 1 WORKING JAYS dE L YO,DIG p of 20 STA. STA. STA. �rt� (;HIS w�a1 1-80CALL3o8 RILL RAT � 0 L- 503 �'Ittl�t�tll�'��� CHECKED: CHECKED: JDJ — M LV Ln _ CM ■ v W Q O ■ w ■ a / - Co PABL CBFA CEOC ZSVI , 3 9 5 -------------- — ----- i; ■ - - -- -- -- - --- -- --- -- - —---------- --- -- - -- — - -- -- 2 AHA , A9 A AHA C P � 9 9 TR ■ J � V S S U 04 Q w Cn PLANTING PLAN N L-504 0 10' 20' 40' IQ Q � �-- — -- — -- - CEOC ■ 2 CB FA NYSY CEOC , ZSVI 9 5 4 -- ----------- CEOC CEOC , 3 - -— -- - �\ /� 1 — ---- - —— -- r -- mss- _� I --- ----------------- -- - I i O , LV z - S �-- ---�- J - J = EXISTING TREE TO REMAIN IN PLACE EXISTING TREES TO BE RELOCATED AS SHOWN. TREES W ■ Ln BELONG TO PROPERTY OWNER AND ARE TO BE LOCATED _ Z O W _ / AS PART OF THIS ROADWAY LANDSCAPE INPROVEMENT J , Ln PROJECT.W J (All r a W U) NOTE: GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. Z PLANTING PLAN N EL i L-504 0 U 1 0 10' 20' 40' Z I S v 0 a o a � N N "o j N Y � M E ui M - - v Q/ o w x z I'll HOLEY MOLEY SAYS RATIO Architects, Inc. Q�i�Q ��1N�N� ��R��Ux�i',! "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 HORIZONTAL SCALE BRIDGE FILE J CITY OF CARl�IEL U a° >'° V1� °°°°°• �' �r r/ Carmel, IN. 46032 RECOMMENDED AS NOTED N/A a •; X15 Fq• .�, �� - �, w 4 _w o - - = (317) 575-8907 EVA FOR APPROVAL 06-23-08 131ST STREET — DITCH RD. TO VERTICAL SCALE DESIGNATION d r SPRING N A � _ IT I tioANA ATE Ah �s e9 AI MILL RD. — 0 6—0 3 DESIGN ENGINEER DATE . — w�� AI,II hF iaw ExraVA�- � � ' i Locnnov s,:ewcr wo(z)weRKiwc ;�► � — w w o ARA86001 a � �_ DAYS B«OOE coMMrNUNC WORK SURVEY BOOK SHEETS w z� ATA0 �� DESIGNED: JDJ DRAWN: BBJ PLANTING PLAN w w �J° ,r °'•°,�i t0.t :°°' , !'° � 1 1 Of 20 & sq +... p. `� CALL LT wSKTHEEFO LAW" DIG X ��� STA. STA. STA. '��.Fj CHIC �,1,`��� 1-800-382-5544 RATIO CHECKED: CHECKED: JDJ L'- 5 ®L�. CONTRACT PROJECT C411 TOLI FREE� ■ W j O ............. ■ V Qo — -- -------- -F -------------- i — I • / ■ ZSVl CE01. 4 2 (C E00 2 ,< -- - - -----------------------------------------=---------------- ------------- -- Lu Ln - L� ■ J ■� � - V ■ N �■ S . W ■ ! Q w PLANTING PLAN N \_-505 0 10' 20' 40' ■ ----------- - -- --- - 9 C5 ------ ----- - --- -------------- ZSV - _-— ---- 5 - --- -- - - - _ -- i -- - - --- -- --- - -- - - - -- ----- _ --- ---- — _ - - - -- --- -- - --- -_ =- ----- - ---- - --- - --------------------------- ---- -- - ------ ----- ---- - 0 Z ------- w Lf) � �— V �- - w Q 2 PLANTING PLAN N L-505 NOTE: 0 10, 20' 4V GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. / z Q / 0 U / J z d Ln S U D N D Q \ U) – N Ln N -+ On j N Y N � J E Ln OJ L X ; , RATIO Architects, Inc. w X a HOLEY MOLEY SAYS CITY OF C AR M E L �� Q�Q ��`��ttt�{�#trtfos���ss® "DON'T DIG BLIND" 2169 Glebe St., Ste. 20o HORIZONTAL SCALE BRIDGE FILE ,� RECOMMENDED AS NOTED N/A w/�� ,`� ,��?...•d.e.... s� . Carmel, IN. 46032 131ST STREET — DITCH RD. TO �O �` :•�' ��S�E�• ° ' � n (317) 575-8907 FOR APPROVAL 06-23-08 VERTICAL SCALE DESIGNATION 7y �` ;gip �d�' F Y i PFR IND.ANA SiAi'R LAW IS 69--1991. EVA' Q _ AGAINS'iH;LAWF�CkCA6A,f DESIGN ENGINEER DATE SPRING MILL RD. O6—O� N/A —- 'NI i�lOUi NO?IFYING?I�,E UNDERGROUND _ A � � DAYS ON sFRVIOL FN NO WORK NO ;�►_I SURVEY BOOK SHEETS DAYS BILL ORF CO�AMFNDPJG WORK. p� LJ _ DESIGNED: JDJ DRAWN: BBJ PLANTING PLAN 12 of 20 zw �� 0- Cf)o a z �' °: AT 0 �* W ED w w o rs •�•., +.,#a�! '•^` . �� �AiTws THE RaDw j _ (� CONTRACT PROJECT x D 5�� '`v�, � °� ���` 1-800-382-5544 RATIO CHECKED: CHECKED: JDJ 1� V X o STA. STA. STA. r�artt�s ot'ti���� -- 2 TIMES THE BALL DIA. SEE PLANT SCHEDULE FOR O.0 SPACING VARIES SPACING. REMOVE TOP 1/3 OF BURLAP f AS WELL AS ANY BINDERS � r � - FROM AROUND TOP OF BALL EXPOSE ROOT COLLAR 30 JP_ _ - - MULCH - SEE SPECIFICATION. / 1 °,0�1 � SPADE EDGE AT BED - SEE 5/L-506 --- FINISH GRADE4 ., ,� - 3 STAKES WITH RUBBER TUBING AND - FLAGS (SEE GENERAL NOTES #3 FOR STAKING - " I I_- 1I I- III I I1I I h Il III �I II I I 1111 I PLANT PIT BACKFILL - SEE F � � -�;-� REQUIREMENTS). STAKES ARE TO BE 1 II -�II_II� �I II h �I SPECIFICATION. LOCATED WITHIN THE MULCH RING/BED. 1 I - —� GENERAL NOTES: SCARIFY ALL SIDES OF TREE WRAPPING-SEE GENERAL NOTES. 1 SHRUB PIT. 1 1. TREE WRAPPING SHALL BE IN PLACE ONLY IN NOTE: PLACE ROOTBALL ON UNEXCAVATED - ' .\'� \ `R MONTHS B/W OCTOBER 31 AND APRIL 1. REMOVE ALL TAGS AND LABELS OR TAMPED SOIL. -- FLARE: \� i ROOT COLLAR COLLAR / 2. TREE WRAPPING TO BE PLACED ONLY ON 131 ST ST. \ \ \ SHALL BE LEVEL WITH OR 1 -2 TREES WITH THIN BARK. ABOVE FINISHED GRADE 2 SHRUB PLANTING DETAIL = - 3. TREE STAKING PER CITY OF CARMEL " " A\ L-506 DECIDUOUS OR EVERGREEN SPECIES \ REMOVE TOP 1/2 OF BURLAP FROM TOP STANDARDS. 1/2 = 1 -0 / AS WELL AS ANY BINDERS OR WIRE BASKETS X/ AT TREE - - FROM AROUND ROOT BALL. 4. DO NOT HEAVILY PRUNE THE /i�' / 2 IN. DEEP MULCH RING/MATERIAL. DO PLANTING. PRUNE ONLY CROSSOVER LIMBS, 333 \\\ i/ CO-DOMINANT LEADERS, AND BROKEN OR DEAD NOT PLACE MULCH IN CONTACT WITH \ \ `� I \ FINISH GRADE BRANCHES. SOME INTERIOR TWIGS AND LATERAL - HOWEVER DO NOT TREE TRUNK. MAINTAIN WEED-FREE BRANCHES MAY BE PRUNED; , y,r.,s. G•Yr r1-., , T,,> MULCH RING. REMOVE THE TERMINAL BUDS OF BRANCHES THAT rt -- 1 -- EXTEND TO THE EDGE OF THE CROWN. '-III I I-1 I�I I I III- t,� ,, � ; �/'✓ _\ 'rs�` � -i A�/ � 5. EACH TREE MUST BE PLANTED SUCH THAT MULCH-2" DEPTH, TYP. \ 1 -11 TREE PIT BACKFILL. THE TRUNK FLARE IS VISIBLE AT THE TOP OF ° �� v ` CD THE ROOT BALL. DO NOT COVER THE TOP OF �. O.C. SPACING VARIES � \ \ � Y 1 SCARIFY ALL SIDES OF TREE PIT. THE ROOT BALL WITH SOIL. PLANT MATERIAL _ v - 1 ST. - y\ ST - � � 31 __-- TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO 6. REMOVE ALL TAGS AND LABELS THAT BALL DOES NOT SHIFT. UM,1111,�W MANUFACTURED TOPSOIL MIX PLACE ROOTBALL ON UNEXCAVATED - - SEE SHEET L-506 OR TAMPED SOIL. - = - ' IIII, IIIII '�III=III III -III III III= I I III1I ICI :III I -� �SUBGRADE --- --- I I III III I!I I I I I--II I III !I I III !I I III I 11= I I I I --1 I I I I -1 I I I I 1 I_ III- --Ill III—11 =111 TREE PLANTING DETAIL DECIDUOUS OR EVERGREEN SPECIES 3 GROUNDCOVER / PERENNIAL PLANTING DETAIL L-506 1/2' = V-0" L-506 3/4„ = V-0" i "D" "A" NO. OF PLANTSZSF 7 ROUNDABOUT TOPSOIL PLACEMENT PLAN N 6" O.C. 5.2" 4.61 L-506 8" O.C. 6.93" 2.6 10" O.C. 8.66" 1.66 NOTE:1.15 o ts' so' so' 12" O.C. 10.4" PROVIDE EDGE BETWEEN ALL TURF 15" O.C. 13.0" 1.15 AND PLANTING AREAS UNLESS 18" O.C. 15.6" 0.512 OTHERWISE NOTED -- _- 24" O.C. 20.8" 0.29 9-57 LAWN � 30" O.C. 26.0" 0.185 36" O.C. 30.0" 0.128 SHARP SPADE CUT EDGE I �MULCH �f l PLANTING BED VA � a PLANT CENTER ��- \ V V �A�V FV V i PLANT SPACING _ ALL EQUAL OR TOP SOIL SOIL \\\� AS SHOWN ON T I A � THE PLANTING _� -r + -- -- - T ; • , ::,\ �---I> - = ---III- I r I -_ I- \. y A\ 131 T. PLAN --� I � - --I_ i I � 1 I I I I 1 I � I�, -I - I ! 1---1 � `\ �;l \�" \ � \ �__-_, �7T �7 I - - ---- --- - III I I , v\ �� - - - - -- CITY OF CARMEL � , \ - --- - I ! 1 --I ! I - III --III- III 1 I- - I I 1 , , ,\�� � .��� ��\ � . III III - URBAN FORESTRY \ \ = I -- I - I--=III_ - ---I li -- i � ; � �'% \ �• \�. ;,' ,SUBGRADE -- - -- X --II1 -111:-- II1-== � 1= 1I II III_ I - ; I II - � I _ -I t - _ � �� rte Wire Basket Removal Process V — X. 4 PLANT SPACING DETAIL 5 SPADE EDGE DETAIL \ „ L-506 Remove the burlap from the immediate trunk area of the tree, Remove any excess soil to locate and _- 131 ST ST. v A ;� a� Ny � , , v v L-506 3" - 1'-0" -- \ ARC / 3 = 1 -0 expose the trunk flare. (If the trunk flare is buried within the root ball remove excess soil from tow of ball.) • Before the tree is placed in the planting hole, remove the bottom of the basket with wire cutters cutting the \`�v�, A�j \ Z basket horizontally. \ • Lift the tree into the planting space by the root ball, oat the trunk, 'Y PLANTING BED • Cut away remaining strings, bt.rrlap and plastic to expose the root ball. ALUMINUM EDGING 0 Remove the rest of the wire basket by vertically cutting the basket and peeling the basket off. SOIL PLACEMENT SYMBOL KEY WEED BARRIER _ • Do riot plant the root bail too deep. The trunk flare and the top of root ball should be 1-2" above grade. ��,, " OVERSIZED, RIVER STONE MULCH TURF AREAS, 6" IMPORTED TOPSOIL (OR AS NEEDED TO MEET GRADES AS • Begin refilling the planting space up to the trunk flare, watering as you refill to firstly set tree. Gently tamp. SHOWN ON GRADING PLAN) TURF Tree Staking Process (when necessary) \ - - (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND IRRIGATION SYSTEM INFORMATION) . l W O Staking shall use either a two or three point support system. �� I GROUNDCOVER, PERENNIAL AND SHRUB BEDS, 12" MANUFACTURED TOPSOIL An staking mechanism should be flexible enough to allow the stem and root system to develop strength. y g W O � OR AS NEEDED TO MEET GRADES AS SHOWN ON GRADING PLAN n \ 'TOP SOIL\\ \ �_� \ ( ) Attach the tree to either wood or metal stakes (2" X 2" X 6') with wide plastic or nylon straps. \ z i�, V� Ai'% C- O � \ O V Q %i,' /% / O -- O (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND IRRIGATION SYSTEM INFORMATION) \y\ If a guy wire/rope is used it shall be placed through hose material around each tree then twisted to secure \ �. the tree in a relatively stable position. �\ \> / , \ .......A.. v- VA \'\ V VAA' �'�� �' SEE SPECIFICATIONS FOR TREE PITS The strap or wire:rope shall be secured to each stake sa an approxnnately right angle. z / ' � i �� �\ C r \\'\ \\\ \ \\\ Note: Stakes rnust not be driven tlrraugh the root ball. The guys and stakes shall be maintained far the duration of \� /' ;! / SUBGRADE the contract. Trees should be checked periodically to insure that the trunks are not being damaged or girdled. All ! �\ \\X\, materials used to support trees shall be removed and disposed of after one year, except as otherwise directed for N ' ' \� \\ ' REF. L-301 & NOTE. trees requiringadd'itianalbracingtime g ROUNDABOUT TOPSOIL PLACEMENT PLAN L-302 FOR SPOT ELEVATIONS AT STONE MULCH BED PROVIDE 12" MANUFACTURED TOPSOIL IN PERENNIAL BEDS IN MEDIANS - REF. L-501 L-506 0 °' THROUGH L-505 FOR LOCATIONS 6 ,5' ALUMINUM EDGE AT STONE MULCH LO Y E Ln m L r ~ J X; ° RATIO Architects, Inc. Q Q-n Q �•►� � ��ilf 2169 Glebe St., Ste. 200 AS NOTED N/A CITY OF CAR HORIZONTAL SCALE BRIDGE FILE 12 Cn � .•- ° ' r Carmel, IN. 46032 RECOMMENDED VERTICAL SCALE DESIGNATION w�� i 131ST STREET - DITCH RD. TO rG1S7F�gF'°�.,°�` (317) 575-8907 OVA' FOR APPROVAL 06-23-08 4 w Nil. DESIGN ENGINEER DATE SPRING MILL RD.- #06-03 N/A W z = = -��� SURVEY BOOK SHEETS ~ r`J ARA8600 DESIGNED: JDJ DRAWN: BBJ PLANTING DETAILS & TOPS®IL PLAN � � � �0QZ Ago " 13 of 20 �� U W w w wo ✓ "`b,�MQ�fAN °"' �� CONTRACT PROJECT J �o�r a�®� CHECKED: CHECKED: JDJ L— O X D °``2 STA. STA. STA. STA. +r4, CH ®� RATIO I O r�� ��� �u���° 1 -6 18" 20" ' " 3" THICK, CAST STONE 1'-4" 18" CAP, SEE 2/L-204 - NOMINAL NOTE: CAST STONE END CAP SET ON MORTAR SETTING BED JOINT SIZES: MIN. = Ye". MAX. = Y", TYP. 16" AND SECURE IN PLACE 1% 8" 8" NOMINAL STONE, WASH 894.49 887.28 CIRCULAR WALLS i ALIGN _ PLAN VIEW - STACKED AND MORTARED WING WALLS - SEE L-301/L-302 z END OF CIRCULAR (RADIUSED) LEVEL LEVEL, STRAIGHT CURB IN PLACE - TYPE 1 STONE ] J o WALL, TYP. INTERSECTION J w 1 �. i. PER SPECIFICATION - MORTAR COLOR,- J CD 1 is TO MATCH STONE #4 BARS, VERT., @ 24' z - _ TC ELEV I INTERIOR w OC, TYP. Q° \ 89L81/884.60 NOTE: o ALIGN TOP OF CURBS, L-601 00 1 FACE = Q c� o TYP. REF. L/301 & z::, �:�'�,_,,,, SEE 2/L-301 JOINT SIZES: MIN. = Y8". MAX. = Y2", TYP. ° z � w j� L-302 FOR SPOT ELEVATIONS - c� & 2/L-302 TOP OF CURB TO SLOPE PROVIDE HAND TIGHT JOINTS TO THE _ cv o J w \� F EXTENT POSSIBLE - DEEP RAKE w Q JOINTS, 1" MIN., TYP. z ? \� Ts cn = �— TOP OF CURB - BEYOND — °� ' `\ i FACE OF CURB, ABOVE GRADE vi #3 BARS, HOR., CONT. @ 24" w_ cn o - -- -- - - - - \ < w; ,OP OF STRAIGHT Q o M ' FINISH GRADE TURF CONCRETE > FINISH GRADE - LILY TURF Q FINISH GRADE - TURF;:,,;:::;::.•,:.,:..,.•,:..,.:..:,.,...,•.,,,,,;,,,;,•,,. i FINISH GRADE - LILY TURF ::` ., - " ` ` " ¢�m ���, CURB - I ,� '- FINISH GRADE a \ \; \ \\ \ co w ::::: :::::_: > c� \ \ \ \��\�, FINISH GRADE _ cwn = TOP OF CURB`--BEYOND '- - -- - STRAIGHT CURB, BELOW GRADE _.... E TO STREET — �\ \` D '�� cn F _...... . Q FOOTING ELEV. 890.15 882.94 ; , FINISH GRADE TURF,,;,: i PLANTING AREA >. .,;. STRAIGHT CURB A DETAILED t FOOTING ELEV. TO BE AS < :� � --' ,_, ; .. •. : _. .__ _;... ..:: . . .. BACK OF CURB � .�: � ,�• � ` , PER -60 , TYP. ALIGN \ V CD 3000 PSI CONCRETE � � L INDICATED AND NOTED HERE REF. -601 F I WITH FACE OF WALL, TYP. "..,� �.. / E 8/L OR (RADIUSED) SLAB FOOTING �.. CIRCULAR & ON L-301 & L-302 >:, SITE WALL \ STRAIGHT CURB SECTION — #3 BARS, HOR. @ 24" \- REF. L-204 & L-601 OC, TYP. REF. 1/L-601 FOR WALL FOR WALL DETAILS COMPACTED SUBGRADE 2 SECTIO FINISH GRADE CLASS 'A' CONCRETE CURB :..........: : :._.,.....; ; OR TYPICAL AGGREGATE BASE, 1 " N \ - SEE CIVIL DRAWINGS F FACE OF CURB, — CONCRETE CURB DETAIL DEPTH, #53 STONE - COMPACTED REF. 3/L-203 FOR CURB TERRACE ABOVE GRADE SECTION STRAIGHT CURB, BELOW GRADE L-601 STONE WALL SECTION L 601 STONE WALL END ELEVATION 3 STONE WING WALL END ELEVATION 4 6" CURB TERRACE - INTERSECTION - TYPICAL DETAIL 3/4„ 1'-0" 3/4„ 1'-0" L 601 3/4 = l'-O" L-601 1" REFERENCE SCHEMATIC - TOP OF CURB PROFILE FOR ILLUSTRATION PROVIDE LIGHT BROOM END OF WALL \ FINISH TO EXPOSED L 601 BEYOND - REF. / x — STRAIGHT CURB, SLOPE CONCRETE, TYP. - PROVIDE 2/L-601 PER GRADES AS SHOWN ON DECORATIVE CONCRETE STAIN TO L-301 & L-302 NOTE: EXPOSED CURB SURFACES, TYP. - TERRACE SEE 6/L-601 FOR ILLUSTRATIVE SEE 3/L-203 CURB - SEE GRADE SLOPES WITH REF. L-30 & 302 FOR SPOT ELE'JA IONS TOP OF CURB DETAIL OF CURB INTERSECTION 3/L-203 \ ELEVATIONS FOR CURB INTERFACE - TOP OF CURBS 8'-2" TO ALIGN TOP OF CURB(S) / ELEVATIONS CONSISTENT 6„ CD \ AT INTERSECTION - SEE SHEETS - Q \ \ ��`W RECTION OF L-301 AND L-302 ' cD / OF CURB PROFILE »., _. _ .m...��..._...�.. .. ..... �.�-.:.�_. .., ,,:•<<,� .�, �,:...._..0 :... -._ .:.� ,-w_�.�__. .._ , .. ... ....... ....... .._ - ,: \ . . ___.�/ / ELIMINATE Y" RADIUS ON ALONG _ Ip ' STRAIGHT CURB FACE ALO 1' 4" ' THIS INTERSECTION POINT +/ 1 illl4 1i {'��f _ .e / TERRACE CURB, TYP 10 V o STRAIGHT CURB, � CLASS 'A' CONCRETE CURB STRAIGHT CURB, � TYP. SEE 8/L-601 - SEE CIVIL DRAWINGS FOR TYPICAL TYP. SEE 8/L-601 TOP OF CURB PROFILE I o CONCRETE CURB DETAIL � SEE 4/L-601 STRAIGHT CURB, SLOPE TOP OF STRAIGHT CURBS SLOPE FOR CURB INTERSECTION PER GRADES AS SHOWN ON DETAIL L-301 & L-302 AS INDICATED ON SHEE -S L-301 & L-302 5 6" CURB TERRACE - TYPICAL SECTION/ELEVATION 6 6" CURB TERRACE INTERSECTION - OBLIQUE ILLUSTRATIVE DETAIL L-601 1" = 1 -0 L-601 NOT TO SCALE 3" THICK, CAST STONE CAP TOP OF WALL TO MAINTAIN 1'-g„ CONSTANT ELEVATION SEE LAYOUT PLAN - SHEET L-203 1'-4" 1'-6" 6„ TYP. SEE LAYOUT PLAN - SHEET L-203 HOLD MULCH/TOPSOIL DOWN 1/2" °O FROM TOP OF CURB AT PLANTING z TW 893.82/886.61,L �, BED a D - \ 6„ \ [- � TW 893.15 885.94 o /TOPSOIL Nx i 3 \ Q of - ��� -- —� - �� 0 -{� � L-601 wQ u� [ 4 �f (2) #4 REBAR CONTINUOUS 1 w ---- ) -- w \\\\ to I� I w _ A\ A J �_ f -_ -- _ `��\\\\\ \ ��� 3000 PSI CONCRETE CURB �� �\ w cn a W .... ------------ T i L J , :j I J > Z................E­111111-11111i--­..:.........:... �:. ...._ � --- - - � Do C COMPACTED SUBBASE - - -- --- J +I 1 FINISH GRADE SEE L-301/L-302 - - FINISH GRADE SEE L-301/L-302 r- ❑�-- - z CD 4" COMPACTED AGGREGATE i - , BASE COURSE 53 STONE TOP OF WALL TO MAINTAIN CONSTANT # ELEVATION ... .:...::::: w = ALIGN FACE OF CURB W FACE OF WALL AT STEP � REF. SHEET L-204 / L-601 FOR WALL DETAILS / REF. 3/L-203 FOR TYPICAL CURB TERRACE DETAIL SCHEDULED PAVEMENT - SEE LAYOUT PLAN Ln STONE WALL - WING WALL TRANSITION - ELEVATION 8 STRAIGHT, STANDING CURB DETAIL / L-601 3/4" = 1'-0" L-601 3/4" = 1'-0" M E Ln ~I� ° v Q/ o Of x Li X '�= �� -- 3� RATIO Architects Inc. Q Q �t�t�Nii3�tlfPtl'�rr, a ��'�` �a RA f��� 2169 Glebe St., Ste. 200 CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE u� f Q�:-GtS ;q•a. . .��,� Carmel, IN. 46032 RECOMMENDED , AS NOTED N/A ` : � �Q�+. �~r (317) 575-8907 FOR APPROVAL 06-23-08 131ST STREET - DITCH RD. TO VERTICAL SCALE DESIGNATION W z r ''.�) DESIGN ENGINEER DATE SPRING MILL RD. - -#06-08 N/A ARA86001 .. Cn °ZZ ,. � � "' DESIGNED: JDJ DRAWN: BBJ DETAILS SURVEY BOOK SHEETS W L',Lj w° 14 of 20 Ln ° d �ll ��a�� CHECKED: CHECKED: JDJ CONTRACT PROJECT STA. STA. STA. STA. r�trtll ��tti��� RATIO L- 601 I � 4 i +/— 11Y" — VERIFY +/— 13Y2" — VERIFY I CAP LAYOUT ::D AND CUT IN FIELD AND CUT IN FIELD 1'-6 I P.O.B. °m TYP. 9„ EQ. _ ` I I III � EQ. I ROUND- ? f - -- ---- ---- _— __— __—_ ---- _ ___-- ---- --_— — _— — _. --. ABOUT �I \,,._,............:.°' 1% WASH 1% WASH TYP. 4_1 1 10'-0" 8'-9 VERIFYI 3 I L-204 I', CAST STONE \ SURVEY MARKER BY I' 1 WALL CAP UNIT, TYP, OTHERS I''.. 1 EDGE OF WALL 1` 1 CAP, TYP. 1% WASH \ 1. � v \ \ EACH PIECE SPANS \\ �. APPROX. 4' V! A � V_ A \.. � NOTE: � WALL CAF' LAYOUT SHOV,/N HERE IS �_ � TYPICAL FOP ALL WALLS AT ROUNDABOUT V, ISLAN'.`S. N-111RROR DIMENSIONS ABOUT HORIZONTAL_ OR VFPTICA!_ AXIS TO A: HEIEVE CAP LAYOUT AT \\ 0 T H E f A;- TYP. i \\ ROUNDABOUT TYP END CAP UNIT COULD BE FACE OF WALL ALIGNED VARIABLE DIMENSION DEPENDING UPON W/ CENTERLINE - EDGE ACTUAL LAYOUT IN FIELD, VERIFY OF WALL CAP OVERHANGS \ � 1", TYP. 1% WASH �. 3 L-203 i 1 I N WALL CAP LAYOUT- ENLARGEMENT PLAN - TYP. L-602 112" = 1'-0" / V) z Q J d / O U / J C7 Z d U Q) L —I Ln j N Y Q J ID � ~�J C) U Q/ O X �ta�ttr RATIO Architects, Inc. <LJ Ln i �,� U '�' CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE 1� a\ 2169 Glebe St., Ste. 200 ap ..e .... r/ ``z � � �`'- �'�� 31) 575-8907 32 EVA' FOROAPPROVAL 06-23-08 131ST STREET - DITCH RD. TO AS NOTED N/A VERTICAL SCALE DESIGNATION � o. s � . DESIGN ENGINEER DATE SPRING MILL RD, OG-03 N/A z - ARA86001 _�._/ DESIGNED: JDJ DRAWN: BBJ DETAILS SURVEY BOOK SHEETS WW � L°Q z so A� O "` 20 of 20 �,. r W r�� e^����A ?Pi� A\ ®� CONTRACT °``� STA. STA. STA. '�' > � �� '���� RATIO L- 602 PROJECT tiRliEtt CHECKED: CHECKED: JDJ 1 I I" TAP ON WATER LINE 1" SERVICE LINE FEEDING NOTE: %4" WATER METER COORDINATE LOCATIONS OF IRRIGATION COMPONENTS W/ CIVIL AND UTILITY DRAWINGS NOTE: PROVIDE TAP AND RUN LINE / BACKFLOW PREVENTER TO METER PRIOR TO ANY //4/' I `1 IN ENCLOSURE SITE CONSTRUCTION INVOLVING SIDEWALKS, CURB 1 — AND GUTTER, ETC. - / COORD. W/ CIVIL AND UTILITY DRAWINGS M - _ Q CONTROLLER IN ELEC. 1 O CABINET / 1 � , 1 i - _ � a lox El -- 131 ST STREET 1 / o - - - 1 _ 1 it V V -- - - ----- CONNECT TO / I -- ' LOOPS AT EACH i I i OUTSIDE DRIP � // END OF i CONCRETE CURB. o I--- / / \\ \ \ Q Cl- lu N ECH ROUNDABOUT IRRIGATION P N I 2 `r'. IRRIGATION CONSULTANTS LAN __j (31 7) 870- 619 E MAII [AND7FCHC4KMCTURf.COM M E 0 5' 10' 20' ~I ° v Q/ o X ' 3 a- RATIO Architects, Inc. wX °� NCQ�Q < �Lu/as # aarsfrrr Q 000j o00�0 ��o�00pc p p HORIZONTAL SCALE BRIDGE FILE .e`�i�r� �� �',�.• 2169 Glebe St., Ste. 200 00°°° OFF°Zqp °°ppo CITY OF CARMEL `� A.-°°"1STF'•.>�' Carmel, IN. 46032 0 °° °° RECOMMENDED AS NOTED N/A , '�� (317) 575-8907 EVA' o ° ��° R's FOR APPROVAL 06-23-08 131 ST STREET — DITCH RD. TO w Z � e� °_ DESIGN ENGINEER DATE SPRING MILL RD. — # — VERTICAL SCALE DESIGNATION w w o Q ARA86001 ° IRRIGATION ALAN SURVEY BOOK SHEETS III ° ° DESIGNED: JZ DRAWN: JZ w n� z o a o 003249 0 6 Of 20 w �'Z! �` a o Y o °°°°°o o wwwwo ° STA. STA. STA. STA. ''` ; #— �� �`' RATIO O °0000 MMERG\N CHECKED: LI - 101 (; pao�� 0400�op CHECKED: CHECKED: JDJ CONTRACT PROJECT t11)t � \ 131ST � / . \ STREET NN �� ' TF 1� CONNECT TO OUTSIDE ✓ / , DRIP LOOPS AT EACH END OF CONCRETE CURB. \ v \ • - V ` \\ N _ \ j \ 1 10 1" TAP ON WATER LINE \ \ A 1" SERVICE LINE FEEDING \ i %4" WATER METER -_ NOTE: -- B.ACKFLOW PREVENTER PROVIDE TAP AND RUN LINE ENCLOSURE W � � TO METER PRIOR TO ANY �-- D �� SITE CONSTRUCTION Z Q / / % INVOLVING SIDEWALKS, CURB \ W O AND GUTTER, ETC. — V V OC / COORD. W/ CIVIL AND � UTILITY DRAWINGS „__._ :. �. _ i NOTE: \ ,,,. \ \ \ / COORDINATE LOCATIONS -- CONTROLLER IN ELEC. OF IRRIGATION — CABINET COMPONENTS W/ CIVIL AND UTILITY DRAWINGS Q \ J I \ \ \ I ° N Q) DTECH ROUNDABOUT IRRIGATION PLAN Ln IRRIGATION CONSULTANTS L1u-1u` J (317) 870-2619 E-M[ LANDTECH @KMC\RF.COM � 0 5' 10' 20 E M L Q O 111 X RATIO Architects, Inc. CITY OF CARMEL Q QQ ����i ��'r�e`r� 2169 Glebe St., Ste. 200 °0°°° FF�Zgpoo°OO HORIASNNOTEDCALE BRIDGE +° \ .,•,.�•.. � �t Carmel, IN. 46032 °o ° °°° RECOMMENDED �' 131ST STREET — DITCH RD. TO ° ems° R� FOR APPROVAL 06-23-08 VERTICAL SCALE DESIGNATION _ .. .. m»® (317) 575-8907 OVA' 0 —A r d o e o DESIGN ENGINEER DATE SPRING MILL RD. #06-03 N/A �, Q o. e ew r e --- SHEETS w �/ o SURVEY BOOK Lj o Q Z 4..ZVQ RABQ�� o ° 003249 o DESIGNED: JZ DRAWN: JZ IRRIGATION PLAN 17 of 20 0 0 °°°° o Ld LLJ C�cl�J° .� �$ d•...,�A '�"� °OOO�44MERG� °°°° - 102 CONTRACT PROJECT ° TA. STA. �•, t"�' ��`` RATIO �00000a0000000p40000°° CHECKED: CHECKED: JDJ LI STA. STA. S � MANUAL DRAIN VALVE SEE DETIAL 6 LF Techtine CONTINUES AROUND I T❑ COMPLETE CIRCLE Techline CROSS fitting 1 2 LINE FLUSHING VALVE#F-TLFV-1 1 I SEE DETAIL 9 SEE FOR DEPTH SPECIFICATIONS FINISH GRAD C❑MPRESSI❑N RING 3/4' DISC FILTER I TECHLINE TUBE 'CROSS CONNECT' � ��� ��� Techline TE SEE SPECS PVC MAINLINE REMOTE CONTROL 3/4' SCH 80 3/4' PRV 3/4' SCH 80 j AT MIDPOINT ❑F CIRCLE FINISHED GRADE VALVE UNI❑N UNION BLANK TL (TYP,) Techline TUBIN PVC SUPPLY HEADER / /\���� FF-F' /�\��j\\/\ \ O OR TUBE ELBOW G 4 / /\� - I I I Techline LATERAL CENTER FEED PVC HEADER �/// O4 DRIP TUBE _ - (❑R EXHAUST HEADER) SEE DETAIL 2 3 pip \ �� ��\/ SEE SPECS Techline TEE nn Techline CROS O BLANK DRIP TUBE BLANK o� O~ 6 ��\ O PVC HEADER TUBING �} VALVE BOX REMOTE CONTROL 5 �O� (INSTALL PER SPECS) FLAW VALVE WITH DISC Techline 3/4' -� FILTER AND PRV O START CONNECTION MALE ADAPTER 0 ou 2' MINIMUM - I SEE DETAIL 7 SEE DETAIL 5. - ?o> o CLEAR 1 - 9 O PVC FROM VALVE OR PVC TEE CSxSx Techline SHUT-OFF . , 1 v Techline TUBING--_ AREA PERIMETER VALVE #TLS❑V U U e�v .u u - - �, u - FEED TO NEXT DRIP 3/4' GRAVEL SUMP nnnn nnnn C I AREA PVC PIPIN (1 CUBIC FOOT) (BLANK TUBING MAY �� 0j �j o `uo U `t BE ATTACHED T❑ o 0 0 0 0 0 0 0 0 0 0 0 Techline TUBING LATERAL � OUTLET) 0000000000000C)00000001100 Q G�On G,�O G O G O IG O G O O(�G,-,O(�G,,'�rlG,,°O�e Og PVC TEE BRICK SUPPORTS ° ° ° n o 0 0 0 PERIMETER LATERALS (THREE) BRICK SUPPORT 1 CU. FT. PEA M x F I.P,S COUPLING VALVE ' PVC ATERAL POLY 2' TO 4' FROM EDGE ISOMETRIC (1- EA. CORNER) GRAVEL SUMP Techline LINE EEUSHING VALVE MNTE CONTRNE VALVE W/ 3/4° PRV 6 Techline C R❑S S Techline CV - ROUNDABOUT TUBING LAYOUT PVC SUPPLY HEADER END DR CENTER FEED 3 Tech�lne START CONNECTION 04-3/4 2 CP V C T❑ TEE) 4 W/ SHUT-OFF VALVE " DISC FILTER SECTION - ND SCALE SECTION - NO SCALE DETAIL - N❑ SCALE SECTION - NO SCALE SECTION - NO SCALE 2 4 SIDE VIEW BACKFLOW PREVENTER ••, ,.o' ��COVER It UNION ❑❑❑ ❑❑ ❑❑❑ ❑ 12" MIN. QUICK COUPLER ❑ ❑❑ ❑❑❑ 2 1" VALVE i ' O Drip anon Legend e �� J atiori No Irri 1" g 6 5 • • ®v v:: METER AND g ° ° b O v o• a v ° .v° 'v• PIT BY ° I I� OTHERS � FLOW-- TOP VIEW I - I I - _ _ VALVE-\ IE]I I-I I I- -I I-I I=�- -I 15 \IY 3 �I-III=11 II-III-I�I-III: II � 1 . This drawing is for diagrammatic purposes only. Actual layout 1 . Provide drip irrigation for awn areas as shown. 3/4" METER ,• ,• - Mainline (1 " Class 200 PVC) of sprinkler heads, drip tube, valves, controller and other 2. Drip tubing shall be fed by 1 pvc pipe. s equipment shall be determined on site. Minor field adjustments 3. Drip tubing shall be installed 6" below the finished grade LEGEND POINT OF CONNECTION TO 2" Laterals (1 " Class 200 PVC) with landscape staples ever 36". shall be made at no additional cast to the owner. P P Y SERVICE FOR IRRIGATION CONTRACTOR 2. Contractor is responsible for verifying location of all site utilities 4. Drip tubing shall be installed in evenly spaced rows/circles 1, ALUMINUM BAT HLOW ENCLOSURE. 5. WATER SERVICE INLET PIPING. C 0 N N E C TI 0 N COLOR TO MATCH ELEC. CABINET --------- Netafim Drip Tubing - #TLCV26-1810 for lawn area and making the necessary adjustments to the irrigation system approximately 18" apart throughout the lawn areas, starting 2 AT SE CORNER OF SITE. 6. WATER SERVICE OUTLET PIPING. B to accommodate the infrastructure. from the edge of the curb pavement. 2. BACKFLOW PREVENTER. 7. FINISH GRADE. O New 3 4' water meter, 1 " to and 1 " service line 3. Mainline and laterals shall be 1 " Class 200 PVC pipe. PVC lines Cross connect drip tube circles at two points in the zone; at P feeding drip zones and lines connecting separate drip areas shall the point the valve connects to the zone and at a point 1 3. ANCHOR ROD (TYPICAL). - by irrigation contractor be 1 11 PVC. Cross-connections are shown on plan. ASE - 6" � Snlartline 1600 4 ftti PVC shafittings t gbe are Netafim drip tube fittings..d Schedule 40. Drip tube 5. A Disc Filter and Pressure Regulator shall be installed immediately 4• POURED CONCRETE B © # g downstream from the control valve for the drip zone. MIN. THICKNESS - EXTEND 4" Controller: Weathermatic BEYOND OUTSIDE DIMENSIONS OF with #SLW10 weather monitor 5. Remote control valves shall be as noted n legend. 6. Install a Manual Drain Valve at the end points) of the drip zone All valves shall be installed in valve boxes with the lid mounted in a valve box. ENCLOSURE. ►� Reduced Pressure Assembly Breaker backflow preventer (Febco #825Y-1 ) at ground level. Valve boxes shall be Carson 12"x18" rectangular CKFLOW ENCLOSURE in Strong Box enclosure #SBBC-30AL or 10" round types. All valve boxes shall contain 1/2" pea 7 ABU M I N U M B A gravel from the bottom of the box up to the bottom of the pipe. seecJ+L 6. Quick coupling valves shall be mounted on 1 ' triple elbow N.T.S Line-size brass ball valves (Harvard #Mateo-Norco #759T05), swing joints. One quick coupling key shall be provided with the in valve box. system. 7. All pop-up irrigation heads shall be installed on FunnyPipe, or >11 Quick Coupling Valves: flexible cut-off risers, with a clearance of 6" (minimum) from Toro #474-00 the edge of any nearby paved area. Weathermatic #V100 8. All piping shall be installed: mainline at 18" below grade, laterals Hunter #QCV-100 at 12"-16" below grade. Rainbird #5RC 9. This irrigation system was designed assuming that at least 10 Lid Flush on swing joints, in valve boxes. gpm will be available at a minimum of 54 PSI static (at the With Grade point of connection). Pressure loss in the system is estimate Curb Box Electric Control Valves: Al t 2 4 p.s.i. With Cover/Lid 1 10. All lateral pipe shall be pulled with a vibratory platy. The Weathermatic #12024EF-10 slit-dome' shall be compacted to its original grade. (Verify) NOTE: Toro #EZF-2 i -04 1 1 . Contractor is responsible for settling of all trenches and sprin4< er HDPE Sleeve** Irritrol #250OTF mnt) heads for a period of one year. (Under Pv 1) 1 Hunter Or Smaller Service Line #PGV-100MM � c \ 1 2. The irrigation controller shall be as noted in the legend. i he Shall Be Direct Tap Unless Rainbird #100-PGA controller shall be mounted on the electrical panel, in a box 10 ors. provided by others, near the location shown on the plan. T e Approved B Carmel Utilities. pp y Drip Zone Valve owner shall provide 120V-AC power to the controller locations. 2) Corporation Stop Shall Be Toro #EZF-21 -04 with pressure regulator and filter Electrical connections to the controller will be by the electrical - Pressure Reg. Brand And Model Approved - Netafim-#PRV075LF42 contractor. Irr. contractor is responsible for mounting the pp d By Filter - Netafim #DF075 120 controller in the box and running wires to the valves and - Block Riser Carmel Utilities. weather monitor. The irrigation contractor shall allow for five- Concrete Block hundred feet of controller--to-weather monitor communication *' Curb Stop 3) Service Line Top Shall Be C MP Rotator 3000 nozzle on 12" pop-up Spray Head body wire in the bid. Copper Service Line (mounted on FunnyPipe or flexible cut-off risers): 13. Contractor is responsible for installing the SLW10 weather sensor Installed With A Min. Horiz. Spray Head Bodies T 570-Z on the light pole nearest the controller. Coordinate final location Separation Of 24" Toro of sensor with owner. Corporation Stop Weathermatic LX 14. All wire shall be #18 direct burial U.F. multi-cable. Cable should Tapped Full-Circle 4) 2 Inch Tops And Smaller Irritrol HS include two extra wires (5 wires total.) Wrap Around Water Main Shall Not Be Installed Withir, Hunter Pro-spray 15. A 1 " Quick coupling valve shall be located at the irrigation water Stainless Steel Rainbird 1800 supply point (downstream of the backflow preventer) to provide a Service Clamp Length - Varies 7'-0" 5' Within 18 Inches of Mechanical ,I u point of injection for compressed air (40 psi maximum to purge (Verify) Joints And Bells. # Top = Zone/Controller station assignment the system of retained water in preparation for winter shut--down HDPE Sleeve** Bottom Left = Size of valve of the system. (Under Pvmnt) # # Bottom Right = Gallons per minute for that zone 16. The mainline and wires running from the roadside into the roundabout will require a bore. Coordinating this is the r responsibility of the irrigation contractor. Mainline and wires may WATER be installed in the same sleeve. � c \ o METER 17. Contractor shall warranty the system for one full year from the date of acceptance. �, Curb Stop 18. Contractor shall provide 'As-Built' drawings of the completed i Curb Box installation to the owner on reproducible vellum. As-bui It o With Cover/Lid g J drawings shall be the same scale as the original drawings. Copper Service Line 19. Contractor shall conduct a 'training session with the owner (or z representatives) demonstrating the operation of the system and the controller. As part of this training, contractor shall provide cn * Service Saddle Must Be Omitted For Services 1" And Smaller And one spring start-up and one fall shut-down of the system. Direct Taps Made to Ductile Iron Pipe, Class 350 Or Greater. (Verify RESIDENTIAL WATER SERVIC With Owner For Pressure Class DIP.) CITY OF CARMEL 20. Contractor shall verify location of property lines, right-o -ways, STANDARD DETAILS WITH CURB STOP DETAIL and easements on the site. They shall confirm these locations ** For all Service Lines Installed Under Pavement Install HOPE Sleeve with the owner, then obtain the necessary permits/cpproval Under Pavement Section. DRAIN E7r: DxAIm�IG NAM �� before installation Commences. ° n DAB; MARCH 200 SCALE: NOT TO SCALE CROSSROAD ENGINEERS, PC C1I4-2 IRRIGATION CONSULTANTS in N Ln i---VNP_ ANM;1 C[-jKMCTLi ICI.C`Vl j N J E mi U HORIZONTAL SCALE BRIDGE FILE Qi o RATIO Architects, Inc. °00000a0000000000a000000o CITY OF CARMEL U �tr�if�ar �r�T,,, °° °°,00°A ° AS NOTED NSA LLJ X X .> �a +i1►�� �A ri��' 2169 Glebe St. Ste. 200 oQ°° °FF Z°° O°°o _ , • Q Q >•°•� R°°° o RECOMMENDED 131ST STREET DITCH RD TO VERTICAL SCALE DESIGNATION Q +e � c�'� �'r Carmel, IN. 46032 0 °1 w/n I 06-23-08 e¢ 'a (317) 575-8907 � � o °��� '� ° o FOR APPROVAL N/A 0 ., .,� �..� _° P DESIGN ENGINEER DATE SPRING MILL RD._-_ #�06-03 _ _ SURVEY BOOK SHEETS ' At A8600 o °00 003249 ° o DESIGNED: JZ DRAWN: JZ IRRIGATION DETAILS 18 of 20 w z d s ,BR O O o° 4 w a ° s N PROJECT Z o Q �+T p �° �o C�° E� o CONTRACT Of L'i V) wwo °"� °`v�� °'•6 +aN ,,�� °OOOOOO�44MER ooPo°°° CHECKED: CHECKED: JDJ Ll - 103 Of cn ��� STA. 1�� }- 'rG��s RAT OOOO��D���q�44 -- X �5 E-� STA. STA. STA. ' rr�r�������0`� LIGHTING FIXTURE AND EQUIPMENT SCHEDULE -HOUSING TYPE QUANTITY DESCRIPTION LAMP _ MOUNTING L1 8 HADCO ILN5D4 LED BRONZE FINISH 12V 12.4 WATTS LED(INCLUDED) SEE DETAIL T 1 HADCO TBC303-15 TRANSFORMER 120V IN 12, 13, 14 OR 15 V OUT N/A SEE DETAIL 9 5/8" GRANULAR MATERIAL(PEA GRAVEL) NOTES: ENCASULATED TRANSFORMER MOUND UP AS SHOWN **1 EXACT LOCATION OF TRANSFORMER AND LIGHTING FIXTURES TO BE DETERMINED AT TIME OF INSTALLATION IN CONJUNCTION WITH ARCHITECT Nk 3"WIDE,ALL SIDES **2 USE SILICONE-FILLED LIQUID-TIGHT WIRE NUTS FOR ALL IN-GROUND CONNECTIONS **3 SECONDARY WIRING MUST BE SIZED AS REQUIRED TO MAINTAIN 12V AT THE FIXTURE GROUND **4 RUN ALL WIRING IIN MIN.SCHEDULE 80 PVC CONDUIT **5 INSTALL ALL MATERIAL PER LATEST FEDERAL,STATE AND LOCAL CODES AND ORDINANCES AND PER MANUFACTURERS INSTRUCTIONS 12 5116" '"`-' l J``f' CONDUIT ENTRY AREA °. < MUST BE POTTED LIQUID TIGHT CONNECTOR (BY E.C.) 12V OUTPUT 120V INPUT TYPICAL TRANSFORMER MOUNTING - i - - -`-- LL-101 NOT TO SCALE FIXTURE HOUSING 8., . SPLICE WITH LIQUID TIGHT WIRE NUTS GRANULAR MATERIAL(PEA GRAVEL) PROVIDE AS SHOWN SUBGRADE 120V POWER FROM ��'✓/// 4 3/8'° UTILITY BOX - COORDINATE �\ RUN AN DLOCATION OF l $" CONNECTION W/ ROADWAY e- " DRAWINGS. COORDINATE FINAL CABINET LOCATION W/ , ROADWAY DRAWINGS. CABINET i BY OTHERS. FACTORY SEALED WIREWAY ---- _---- /� TYPICAL LANDSCAPE LIGHT e \ / i Yo FIXTURE CABLE - - - _ ---- / y (TYPE L1) - SEE SCHEDULE AND DETAIL 2/LL-101 FEED CABLE IN PVC CONDUIT NOTE: ENSURE ALL RUNS DO NOT INTERFERE OR CONFLICT W/ TREE LOCATIONS OR j ROOTBALLS, TYP. 2 TYPICAL FIXTURE MOUNTING LL-101 NOT TO SCALE ' 1 � L1 L1 _, TRANSFORMER TYPE T \ SET SEE DETAIL 1/LL-101 T IN-GROUND TRANSFORMER Al i V I 120V/1 P POWER \, �. \ \ 3 ONE LINE LOGIC DIAGRAM - -- - - _ LL-101 NOT TO SCALE OA/ eCiN 4-D 01V J Rq 1� S \ NOTE: PROVIDE PEA GRAVEL AS BACKFILL FOR LIGHTING FIXTURE AND TRANSFORMER FIXTURE LOCATIONS. SEE DETAILS FOR SCHEMATIC INSTALLATION INSTRUCTIONS. ROUNDABOUT LIGHTING PLAN N 0 N 0 �' 10' 20' _I (V J Orj M i od Q/ O Lij X �� rrai� RATIO Architects, Inc. HORIZONTAL SCALE BRIDGE FILE HOLEY MOLEY SAYS CITY 0 F CARME L n � Q oQ Q w ��� � �po—(/�o�i�� "DON'T DIG BLIND" 2169 Giebe St., Ste. 20o AS NOTED N A ���o d� •C,lSTEg• . ',- \\ Carmel, IN. 46032 RECOMMENDED / ,• � ��;-.mw 06-23-Oa 131ST STREET _ DITCH RD. TO (317) 575-8907 1 FOR APPROVAL VERTICAL SCALE DESIGNATION PER INDIANA STAII LAW IS-69-1991. •` r - A AIN,T THE LAW TO ExGA AIE '�� DESIGN ENGINEER DATE SPRING MILL RD.__°' X06-08 N/A Wf!NOUT NOTIFYING ITIt UNGIRGROUNO : . z ae w .. J P7_ >_w fl RA86001 � �- DAYS l F RE COE FN Na WORKING �►� �g �T � � °Q z �Mll A0 DAYS errDaE SDM�FNSN WORK DESIGNED: DRAWN: LIGHTING G PLAN AND DETAILS SURVEY BOOK SHEETS w wo >a� S A P°° "�71� CALL IT�S THE LAW" 9 Of 2O Of D E Ir E !��'1 � ��''� 1-800-382-5544 CHECKED: CHECKED: LL- 101 CONTRACT PROJECT STA. STA. STA. 111611fill�+��� CALL,DLL FREE RAT ( C� LIGHTING FIXTURE AND EQUIPMENT SCHEDULE HOUSING TYPE QUANTITY DESCRIPTION I LAMP MOUNTING L1 8 HADCO ILN5D4 LED BRONZE FINISH 12V 12.4 WATTS LED(INCLUDED) SEE DETAIL 9 518" T 1 HADCO TBC303-15 TRANSFORMER 120V IN 12, 13, 14 OR 15 V OUT NIA SEE DETAIL GRANULAR MATERIAL(PEA GRAVEL) NOTES: ENCASULATED TRANSFORMER MOUND UP AS SHOWN **1 EXACT LOCATION OF TRANSFORMER AND LIGHTING FIXTURES TO BE DETERMINED AT TIME OF INSTALLATION IN CONJUNCTION WITH ARCHITECT 3"WIDE,ALL SIDES **2 USE SILICONE-FILLED LIQUID-TIGHT WIRE NUTS FOR ALL IN-GROUND CONNECTIONS - **3 SECONDARY WIRING MUST BE SIZED AS REQUIRED TO MAINTAIN 12V AT THE FIXTURE GROUND **4 RUN ALL WIRING IIN MIN.SCHEDULE 80 PVC CONDUIT **5 INSTALL ALL MATERIAL PER LATEST FEDERAL,STATE AND LOCAL CODES AND ORDINANCES AND PER MANUFACTURERS INSTRUCTIONS 12 5/16x, CONDUIT ENTRY AREA ` MUST BE POTTED LIQUID TIGHT CONNECTOR (BY E.C.) 12V OUTPUT _ 120V INPUT ;✓ TYPICAL TRANSFORMER MOUNTING LL-101 NOT TO SCALE NOTE -- --_-__ ENSURE ALL RUNS DO NOT - - / INTERFERE OR CONFLICT W/ \ TREE LOCATIONS OR � ROOTBALLS, TYP. FIXTURE HOUSING 1 8" % TYPICAL LANDSCAPE LIGHT (TYPE L1) - SEE SCHEDULE SPLICE WITH LI UID TIGHT 4 1/8 AND DETAIL 2/LL-101 \ Q WIRE NUTS GRANULAR MATERIAL(PEA GRAVEL) ",`,_i,_ PROVIDE AS SHOWN j i A SUBGRADE \ 4 3/8" 8r. :::...:. ......... _ _.__ __....... .___._......_ __........... ........... x i;n • S ' I i FACTORY SEALED WIREWAY I �— FIXTURE CABLE FEED CABLE IN PVC CONDUIT z TYPICAL FIXTURE MOUNTING LL-101 NOT TO SCALE - TRANSFORMER (TYPE T) \ SET IN-GROUND, SEE DETAIL v 1/LL-101 IN-GROUND TRANSFORMER �\ \ 120V POWER FROM \\ \ UTILITY BOX - COORDINATE \ RUN AN DLOCATION OF CONNECTION W/ ROADWAY" `\ \ \ DRAWINGS. COORDINATE FINAL CABINET LOCATION W/ ROADWAY DRAWINGS. CABINET BY OTHERS. 120V/1 P POWER \ - i 3 ONE LINE LOGIC DIAGRAM NOT TO SCALE z i ° -- , NOTE: - I I `n PROVIDE PEA GRAVEL AS BACKFILL FOR LIGHTING FIXTURE AND TRANSFORMER FIXTURE I I l u LOCATIONS. SEE DETAILS FOR SCHEMATIC INSTALLATION INSTRUCTIONS. On ROUNDABOUT LIGHTING PLAN N LL-tot m � On ~I_ ° v / o Q x 3'� ttitttiittft;�,�l� HOLEY MOLEY SAYS RATIO Architects, Inc. ��� �oa �(/���i�,r "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE D/�Q �� Q 'its ; • •- Carmel, IN. 46032 RECOMMENDED AS NOTED N/A ao ' � ��'� P 06-23-08 TCH RD. TO VERTICAL SCALE DESIGNATION � �� (317) 575-890. �- t FOR APPROVAL s " PER INDIANA STATE AA 5-69-1991 '.� DESIGN ENGINEER DATE N A C�Q ,1 -- - Acnws r c Aw ro ExcnvArE W � a_ w ��. W � � �� WITHOUT NSERVI THE ONDFRGKtNG G oCA,�ON SERVICE TWO«,WORKM1C ;.!� W W O : '� r DAYS BEFORE COMMENCING WORK. A� � z z • • ATQP•*a• - DESIGNED: DRAWN: LIGHTING LAN AND DETAILS SURVEY BOOK SHEETS . I A �° 20 of 20 °rPr •^•.A.�...- ,`� "IT'S THE LAW" CONTRACT PROJECT � ��'� CALF 2 WORKING DAYS BEFORE YOU DIG x D J STA. �, CHf� �' 1-800-382-5544 RATIO CHECKED: CHECKED: LL- 102 " � o``� STA. STA. rrt �llIfill CAFE TOES FREE