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06020012 Civil Construction Plans Rcv. 1/31/2006 DOCS
Of • • • t • a9 0 0 cov- STRUCI 0 PLAVIS FOR. NI\\ LEC t 1111 Ir r(C 111F fr rnn FFn) ftaft.- LOCATION MAP NTS rQ' �� �� I � � �`��C�E `�9 C� , ��v�[� i�9 ���Do � , �� � � ���� �°�Q�C�C�L� CITY OF CARMEL CLAY TOWNSHIP, HAMILTON COUNTY VICINITY NTS V ZONING 8 -2, BUSINESS DISTRICT -1w a U : nD "01�' W LL AM n'JAMMEROu Ero y fr_% n 205 0 DESCRIPTION OF WORK: PRESIDEN. i- PRESIDEIV Ao;r y / z9E ` 7 � i C',0%1W ff 8 IWIS '00% %ole Z;iff 11 A0% AIII Mm % DIREu �' - ff 111711 ._ . i tHIS PACKAGE SHOWS IMPROVEMENTS NECESSARY FOR SITE WITHIN THE PEDCOR PROPERTY PARCEL 16. F.I.R.-M--iiii MAP NTS V PANEL NUMBER 180081 003C EFFECTIVE DATE MAY 191 1981 DESIGNATION X CITY OF CARMEL, INDIANA 46038 OPERATING AUTfiORITIES: GAS WATER /SANITARY SEWER Indiana Gas Company Carmel City Utilities PO Box 1700 130 First Avenue Southwest Noblesville, IN 46060 Carmel, IN 46032 (317) 776 -5597 (317) 571 -2648 ELECTRIC Cinergy /PSI 1441 South Guilford Carmel, IN 46032 (317) 581 --3048 STREETS /STORLI SEWER Carmel Deptartment of Engineering City Hail, One Civic Square Carmel, IN 46032 (317) 571 -2441 TELEPHONE Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252 -4274 OWNER: Pedcor Residential, LLC 770, 3rd, Avenue SW Carmel, Indiana 46032 (317) 587 -0320 Phone CABLE TELEVISION Time Warner 516 East Carmel Drive Carmel, IN 46032 (317) 844 -8877 CALL BEFORE U -DIG Indiana Underground Plant Protection PO Box 50392 Indianapolis, Indiana 46250 (800) 382 -5544 SHEET INDEX: C000 SITE COVER SHEET 1 of 1 TOPOGRAPHIC SURVEY C100 DEMOLITION PLAN C200 SITE LAYOUT PLAN C300 GRADING &DRAINAGE PLAN C400 EROSION &WATER QUALITY PLAN C500 UTILITY PLAN C600 LANDSCAPE PLAN C700 SITE DETAILS C701 SITE DETAILS C702 SITE WATER DETAILS C800 STORMWATER DETENTION SYSTEM CE900 ELECTRICAL SITE PLAN SURbEY: C DMOSSOf� @CEA- IN.f�ET CEA Engineering 9105 E. 56th Street, Suite 2000 Indianapolis, IN 46216 (317) 876 -0064 Phone (317) 876 -0114 Fax - " HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL TOLL FREE 1 -500- 428 -5200 FOR CALLS OUTSDE OF INDIANA Omer: Pedcor Residential1 LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 Engineers: CSO SCHENKEL SHULTZ 290 EW 945Ah sue• smto 200a hdinapohi% IN 46240 T 317.84&7800 P 317.374.M7 www.cwlaa sat In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 I dianap0lis, Indiana 46240 317) 706 -2075 u WOOLPERT Project: O D TOVdM SNopS 0 F CA' L no HAS 33 EAST ST. CARMEL, M. 66032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: C 0 VE cc'::��p n" E E T Revisions: Issue Date Drax� By Checked By K61 K�:1 GS GS 11 1 - I -- 11 Issue Date Dram By Checked By 01/20/06 Certified By: �cZ•r :e��.. e'er ��" I�• w'E � • \_ r • c''�, •_:• +ate • \ ;..a a w�.i {ir Q'a� •�� �•a /t � � loco � r f t..� r1 .•y4� Draping Number: Protect Number. I SURVEYOR'S REPORT This plat of an ALTA/ACSM Land Title Survey was performed without benefnt of a commitment for title insurance and may or may not reveal all of the facts associated with these parcels. In accordance with Title 8 Article 1.1, Chapter 12, Sections 1 through 19 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties in the There are no: (i) encroachments upon the subject property by improvements o�► adjacent property; (ii) locations of the lines and corners established on this survey as a result of: encroachments on adjacent property, streets or alleys by improvements on the subject property; (iii) no patty walls; or (iv) no visible and apparent conflicts or protrusions except as shown herein. A) Variances in the reference monuments; B) Discrepancies in record descriptions and plats; To Hamilton Title Security, L.L.C., Pedcor Residential, L.L.C., Pedcor City Center Development C) Inconsistencies in lines of occupation and; Company, C.I.B. Bank and the Carmel Redevelopment Commission; D) Random errors in measurement (Theoretical Uncertainty) I hereby certify to Hamilton Title Security, L,L.C., Pedcor Residential, L.L.C., Pedcor City Center (A) This is a survey of portions of two (Z) parcels of land lying within the Southwest Quarter of Section 30, Development Company, C.I.B. Bank and the Carmel Redevelopment Commission, that this plat represents Township 1$ North, Range 4 East of the Second Principal Meridian, Clay Township, Hamilton County, a trie and correct survey made on the ground under my direct supervision on October 27, 2005; this survey Indiana. These parcels are also within the City of Carmel, Indiana and are comprised of parts of Lot 29 and hasbeen prepared in accordance with the "Minimum Standard Detail Requirements for Land Title apart of Lot 30 in Warren and Phelps Addition to the Town of Carmel (shown on this survey as Deed Surveys" jointly established and adopted by ALTA, NSPS, and ACSM in 1999, including Table A Items Book H, Page 254 ). Being a survey of lots within a subdivision, the controlling monuments for this survey 1-4,6, 7(a), (b) and (c), 8 -10, 11(a) and 14 -16. Pursuant to the Accuracy Standards as adopted by ALTA are the evidence of the lots, b alleys and roadways contained therein. The Plat of the Town of and ACSM and in effect on the date of this certification, undersigned further certifies that proper field Bethlehem states the centerline of Main Street (formerly known as Main Cross Street, per plat, and State praedures, instrumentation and adequate survey personnel were employed in order to achieve results Road 234) is the North Line of the Southwest Quarter of said Section 30, Township 18 North, Range 4 comparable to those outlined in the "Minimum Angle, Distance and Closure Requirements for Survey East. The remaining bounds of said lots are 1st Avenue Southeast, a 10' platted alley to the south and the Measurements Which Control Land boundaries for ALTA/ACSM Land Title purveys. eastern lines of lots 5 and 6 in the plat of the Town of Bethlehem. The entire block was measured and prorated to ascertain the dimension of the lots and portions shown herein. The right -of -way for 1 st Avenue Further, none of those buildings shown hereon encroach on any street, title or building lines, nor are there Southeast was determined from the physical centerline and roadway improvement plans prepared by encroachments from adjoining properties, Crossroad Engineers, P.C. (dated July 1997) as obtained from the City of Carmel Engineering Department. Said plans state the right -of -way width to be sixteen and one -half feet each half (total of thirty -three feet), which agrees with the physical location of said roadways. Therefore, for purposes of this survey, I held the Date: October 28, 2005 % NVI I 1111N,* right -of -way width as stated on said plans (sixteen and one -half feet),During the course of this survey .�`� A ��•"isi�f%"Fvffz '�• substantial effort was made to determine the location of the common line between said lets 29 and 30 in �'��G :, '� t he Warren and Phelps Addition. In so doing, it was discovered that Hahn Surveying Group, Inc. had = _' N 0 . ': performed several surveys within this subdivision, establishing the common line between said lots 29 and � LS 9600013 ! = 30. Reference is hereby made to said surveys (Hahn Job #0206244). It should also be Hated that Hahn Signed: � �; STATE OF ,: : Z Surveying Group performed the first of said surveys on or about June 23, 1992. At that time there was a Professional Land Surveyor: 9600013 ��,,lq'••.�N��bKP•••'����`� Harrison Monument at the Northwest Comer of said Southwest Quarter. This monument no longer exists �i�11 �����������N (replaced by a steel pin). Mr. Richard O'Brian (RLS # 8800177) of Hahn Surveying stated that he believes LAND DESCRIPTION the iron pin is not in the same position as the existent iron pin.: In my opinion, the existent pin lays approximately two to three feet westerly of the former location. Instrument Number 20050002594 B) Record descriptions of the adjoining tracts were obtained from the Hamilton County Recorder's Office Lot Numbered 29 in Warren and Phelps Addition to the Town of Carmel in Hamilton County, Indiana, as (latest research date October 25, 2004) and mathematically retraced for the purpose of disclosing any gaps Per plat thereof recorded in Deed Record H, page 258, in the Office of the Recorder of Hamilton County, and/or overlaps between the lines of this surveyed parcel and its adjoiners. The following observations are Indiana. made as a result of this retracement: PROPOSED RIGHT -OF -WAY DETAIL SCALE 1 " =40' POINT OF COMMENCEMENT: 14,989 SQ. FT.± 0.344 ACRES± NW 1/4, SW 1/4, ..SEC.30-- T18N�-R4E � EAST MAiN STREET & / am ---,;;, Y -- STEEL PIN FOUND /NORTH LINE, SW 1 /4, SEC,30— T.1 --R4E c... wwA."Wo cr.. ....� 1 � e•.�s... .... ....mow.. ft. 0.rlss.�W p q.��. � ��..n � r� .rr...��� �.� ..fir• cn� .�.�� . ft w asn..r....�t�+ .... /N89*44'59" E I 33.00' 011, POINT OF BEGINNING: S 00100"00" W 4 .± 0.3441 ACRES± S 40.10'27" E 1 ,989 SQ. FT 2.30 33.00 N 89'44'59" E--1, 5.00' N 89'44'59" E- 141.68' w..r+w w�rr.w wrw www www ' N 00• 0' 00 J>• E I S 89' 44'59" t - 120.79' 2.30' I N 89' 4'59" E I . I ' i Iw11.11 I I I o Iz I I T_ L. ' - 5 O '=, � N to n I H, > IQ I iz �Jj : I I ORI Gi N A;. : -OT LINE T- I ___- _____------- - - - - -- --------- - - - - -- Io z Ln I o2.oa' �.� \o�' 0 jw I Ppo I . z; 1z 1'�5 ep I LOT 6 I LOT 29 QO��� . 10 �' -, �P LOT 30 1 i-i 9���. \\ I IQ \0 o • i I I N 89'44'59" - 152.30' iz N 89 "44'59 "I E- 120.64' . ►1 I I 1 00 5 0 0 N 1 1 W -x'"16 77' S 00 10 27 E 2.30 i I �s R G G1I1Al.,_ -S 89 41 23 W 10 PLATTED ALLEY 10 PLATTED ALLEY ) S 89'41' 3 W- 120.66 S 89"41'23" - 163.95 � I i W I I I z1 J I I I I I 22. 0 01 O I I w LO, . °' I z 00 QI o w I J o z1 -, I M --I ,� LOT 1 0? LOT 2 1 I O 1 I 0 i i \� � iJ w 0 CKJ O I 0 o I I I � P � w IJ o0 0o I P �- 2 mot- mot- I . �, i z ------ --- - -- ---------- --- - -' - --- Q- Cz___ -- _ I- U) I �� }n�,j� \ ^ o V O � 1 ORIGINAL LOT LI E N \~ � r' O - • o N I o i r i r z I � I I I LO' 24 I I I P �\d� ( I oO\ N I oVl YP I 1 15, 21 V I I '?�" O � ► I I I i I i I I www www 4 . �rtrw www www �r�ww•�w����www raw 15 A P P. 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I wa w t P _ �.�' •, r �<.9,!/ } 1 ., .tin. .Y . a 1 e4a.21 m >�r �i L r lt► 4 10 (a halt)... .... x 0 OE QE----�_ .07 840.02 20 ! 08 { l P V D 6 I i ! 2 13 (stone) ! ? 41141 a�i �•< .,i �� �� mar �� ') V )k •'.� •� 2 Maple 1 r j gross) ) 01 .�- 1I t o I .0 i Imo- 1 � J II 8 I 8 14 VIII I I j (g ras) o I II 4Q59 I P .� I IIII I I ; 28 > / .37 4 10 ! stone { 13 II Y %. , 7 1 II I 1.77 ' r aaaaaJ w i ,Sx�C a> ' / f � 9 n 0.85 43 35.47 ( � V 5 <.i ` .94 a 85 I I � WV - : '��. s>,��� ` �. t•� �� �aaa. astaas �aaas �� arr�' �'••.�•�•'• �� maaaaaaas - aas�'atiraaas,.,r• - >�� �� a�nr_: ». r�S9.70 70•�_L r �� aaiaaaaaaaa, r t ���� a,.r+� .rte air �.� �. _ Cb 24' i ac curb I / 2 6 Gv / 6B 62 839.34 I75 840.6 1 34.82 1 6, .41 8,38.kf'3 1.31 / 1 49 50 76 / s. 4t 1 W&83 i 35.60 } 8 f C i H, 1 DEcvqoLoTooM pLaM SCALE: 1" = 20' 0' 70' 20' 40' SCALE; 1" = 20' WORTH GEMERAL IpMnOTES 1. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF WATER, ELECTRIC, OR GAS METERS (UNLESS OTHERWISE NOTED) WHEN THE METERS ARE READY FOR REMOVAL, AND SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH LOCAL REQUIREMENTS. 2. THE EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THESE LOCATIONS AND ANY DAMAGE WHICH IS DONE TO SAID UTILITIES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STUDY THE PLANS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY WITH THE SITE DEVELOPMENT PLANS. NO EXTRA FEE WILL BE PAID FOR THE REMOVAL OR RELOCATION OF ANY ITEM NOT LISTED THAT IS VISIBLE UPON A SITE VISIT. THE DEMOLITION LEGEND AND NOTES ARE INTENDED TO SIMPLIFY THE DRAWINGS, AND DOES NOT GUARANTEE THAT ALL ITEMS ARE ADDRESSED. 4. REMOVE FROM SITE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 5. NO BURNING OF ANY MATERIAL, DEBRIS, OR TRASH ONSITE WILL BE ALLOWED, EXCEPT WHEN ALLOWED BY APPROPRIATE GOVERNING AUTHORITY AND OWNER. IF ALLOWED AS STATED ABOVE, BURNING SHALL BE PERFORMED IN A MANNER PRESCRIBED BY GOVERNING AUTHORITY. ATTEND BURNING MATERIALS UNTIL FIRES HAVE BURNED OUT AND HAVE BEEN COMPLETELY EXTINGUISHED. 6. TRANSPORT MATERIALS REMOVED FROM DEMOLISHED STRUCTURES WITH APPROPRIATE VEHICLES AND DISPOSE OFFSITE TO AREAS WHICH ARE APPROVED FOR DISPOSAL BY GOVERNING AUTHORITIES AND APPROPRIATE PROPERTY OWNERS. 7. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL DEMOLITION PERMITS. 8. STRIP TOPSOIL FROM ALL AREAS TO BE DISTURBED BY CONSTRUCTION OPERATIONS OR MATERIAL STORAGE. 9. ALL EXISTING SITE IMPROVEMENTS MUST BE REMOVED FROM THE SITE. PRIOR TO CONSTRUCTION THE DEMOLITION CONTRACTOR IS TO NOTIFY THE ENGINEER WHO PREPARED DEMOLITION DOCUMENT IF THERE ARE ANY DISCREPANCIES. X PLAN Ir"VIOTES P PROTECT EXISTING CONSTRUCTION OR UTILITY TO REMAIN. A ADJUST EXISTING MANHOLE RIM OR UTILITY VALVE TO NEW ELEVATION AS REQUIRED. SEE DRAWING C300. Ot SALVAGE EXISTING STREET SIGN FOR RELOCATION WHERE DIRECTED. 2O SALVAGE EXISTING STREET LIGHT AND POLE FOR RELOCATION. SEE DRAWING C200 FOR LOCATION AND 'E' SERIES DRAWINGS. 3 REMOVE EXISTING TREE. 4 SALVAGE EXISTING PAVERS. STORE ON OWNERS PROPERTY WHERE DIRECTED. 5 REMOVE EXISTING WATER METER PER UTILITY CO. REQUIREMENTS.. 6 REMOVE EXISTING CONCRETE CURB, WALK, OR PAVER SUB -BASE. SAWCUT ALONG BACK OF CURB AND TO NEAREST JOINT PAST LIMITS OF REMOVAL AND REMOVE UP TO THAT JOINT. 68 SAWCUT FULL DEPTH BETWEEN EXISTING CURB AND GUTTER TO BE REMOVED. 7O REMOVE EXISTING ASPHALT PAVEMENT. SAWCUT FULL DEPTH IN A STRAIGHT LINE WHERE ADJACENT IS TO REMAIN. g 9 8 REMOVE EXISTING STRAW AND STRIP TOPSOIL. EXISTING GRADES SHOWN ARE PRIOR TO DEMOLITION IN THIS AREA. THE CONTRACTOR SHOULD FIELD VERIFY EXISTING CONDITIONS. 10 EXISTING POWER POLE AND OVERHEAD UTILITY PLANS TO BE RELOCATED BY THE AFFECTED UTILITY. 11 EXISTING UNDERGROUND TELEPHONE LINES AND STRUCTURE TO BE RELOCATED BY THE UTILITY COMPANY. 12 EXISTYING WATER LINE TO BE ABANDONED BY THE AFFECTED UTILITY AFTER INSTALLATION OF NEW WATER SERVICE. 13 REMOVE EXISTING SITE APPURTENANCE NO LONGER REQUIRED. 14 REMOVE EXISTING STONE CONTRACTOR LAY DOWN AREA WHEN NO LONGER REQUIRED. LEGEND. a,._.x 111111_ 6" water w, WTR 12 " rc p 'yY0 rrrn S OET Q- UT NN 2" Maple 837 ---- ;"Y-i>n4a V3 tt <. ) ... ., K...n n .k .>• h�an ..a A.a. r..l< r:v..1 �) .nr ♦ , CENTERLINE OF STREET 0 1/4 SECTION LINE EXISTING RIGHT OF WAY LINE EXISTING CHAIN LINK CONSTRUCTION FENCE EXISTING CURB, WALK, OR PAVEMENT TO REMAIN. EXISTING TRAFFIC SIGNAL CONTROLLER TO REMAIN. EXISTING STREET LIGHT TO REMAIN. EXISTING WATER MAIN TO REMAIN. EXISTING WATER VALVE & HYDRANT TO REMAIN. EXISTING SEWER TO REMAIN. EXISTING STORM INLET TO REMAIN. EXISTING OVERHEAD ELECTRIC AND TELEPHONE. EXISTING WOODEN UTILITY POLE. EXISTING BURIED TELEPHONE AND MANHOLE. EXISTING TREE TO REMAIN. EXISTING TREE TO BE REMOVED. EXISTING CONSTRUCTION TO BE REMOVED AS NOTED EXISTING POWER POLE TO BE REMOVED. EXISTING WATER METER TO BE REMOVED. EXISTING TREE GRATE & PIT TO BE REMOVED. EXISTING CONTOUR TO REMAIN UNCHANGED. EXISTING CONTOUR PRIOR TO DEMOLITION. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF WDIANA oymer: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 Engineers: 0z CSa SCHENKEL SHULTZ 280 Base 96& Strvek Saito 200. I &=Apo1* IN 46240 T 317.848.7800 F 317.374.0957 www.c obwj A In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 u WOOLPERT Project: (DLD TO' erl�� " ';a 6 n 0 p U F IN CAavv P P AS 33 A T 8 T. ARD./lInL, 60032 Scope Drawl gs: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe oil work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: DEPv OL I0 P AR Revisions: Issue Date D Drern By C Checked By 01/20/06 K KE1 G GS Certified By: r Ce,1 y.. a as:.o► ;�7a r : Vie; . � b � 3. J :. - /' � • . �,, r• e'�iG �.'�y �J�f: ,• °�OOS.a.n a.,annr-,i .� %�`J: .�•�. /3 G Drawing Number: P= V5 3 8 1 oc?jl Project Number: CP CA WTRR � LEGEND 1 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL ----7��---- EXISTING INDEX CONTOUR ^ ' GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND / | OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION` -----749 ----- PROPOSED INTERMEDIATE CONTOUR 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT P0ND|NC | / 750 PROPOSED INDEX CONTOUR WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS East Main Street FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT � --------- AREA WITH WATER AND MARKING THE P0NDEO AREAS PRIOR TO THE / PROPOSED SPOT ELEVATION / INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE | | | WV TC 750.00 2 MADE IF NECESSARY / | | IN 749.50 TOP AND 8C�� OF CURB ELEVATION 3, ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING FF FINISH FLOOR ELEVATION CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN / . . EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND | / | !�� INVERT ELEVATION EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING | | ~ UTILITIES ARE THE CONTRACTORS RE3PONS|8|LT/AND MUST BE | . - �� STORM SEWER INLET LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY 7. OR BY PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR RIM � — TO THE START OF EXCAVATING. VERIFY MINIMUM COVER lr REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR ' �� " { \MUM QENC|ES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS 835�np� FF F JURISDICTION SO NOT TO CAUSE DAMAGE. STORM STR #3 CLEANOUT PER DETAIL O === === == | - ===� �==-----'—a-----m-- STORM 3TR. #1 GUTTER INLET PER DETAIL 08/C701. INV. 837.00 INV. OUT (1211 W) 836.50 4` IT IS THE CONTRACTOR'S RESPONSIBILITY T0 NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION |3 TO START T0 VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY S0 A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION T0 INSTRUCT AND OBSERVE DURING THE EXCAVATION. [L TRENCHES FOR ALL UTILITIES SHALL BE OACKRLLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT—OF—WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. QL ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL STATE COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS' TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED` RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNT/ CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 11. IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE` COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAX FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. IT |3 THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD' DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEVW4YS' YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY OR IMMEDIATELY WHEN REQUESTED TO DO 80 BY THE CITY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 13. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 14. PIPE LENGTHS INDICATED ARE FOR HYDROLIC DESIGN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 18. ALL EXISTING MANHOLES AND CATCH BASIN ORATES` WATER OR CAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. r% ED 83 2 - LEGEbm WV C". _~ /�� 1_11 R \�� MEET EXISTING ELEVATION TO REMAIN. \ / , 0 M M viv \�� VER|FY EXISTING GRADES THAT HAVE CHANGED DURING THE ` DEMOLITION 8u SITE PREPARATION OF THIS AREA. \ SmEs 10 L.F. PAVEMENT SUBORAIN PER DETAIL 03/C701. 4 . OIA. CORRUGATED PERFORATED PLANTER DRAIN PER DETAIL 18/C700. PLANTER DRAIN VENT 8o FLUSHING RISER PER DETAIL 18/C700 ~ ~~ U j WY // ° �\ U /�� �" PVC DOWNSPOUT DRAINS �� 200% MINIMUM SLOPE ' 3TORMV0ATER DETENTION SYSTEW, SEE DRAWING C800 DOWNSPOUT LOCATION mY��| . DOWNSPOUT SHOE PER DETAIL ~~/~'~'' \ /�\ ^ ^ ^ U \�/ � T0 8' ^ PVC INCREASER 8« 8r X 6r WYE. U | " | � VERIFY PIPE INVERT AND ADVISE ENGINEER PRIOR TO ORDERING ` `~~ STORM MANHOLE OR COMMENCING CONSTRUCTION. U ( n ' �l�=�� J����Y���gJ������������ ��m������wm^�uw�x����m���aw SCALE: 1 20' O' 10` 20' 40 SCALE: 1 20' HOLEY MOLEY SAYS, "��[1�Yl� ��`,�� � DIG BLIND 1-800-382-5544 CALL TOLL FREE FOR CALLS OUTSDE OF NDM e cor Residential, LLC 770 3rd Avenue 0W Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepoint Drive Carmel, Indiana 46032 ------- UO=°==°~~=.^&z~,oluk IN== In Association with uAoQuISoomouolmo ENTERPRISES |momwApoL|a'LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706-2075 WOOLPERT Project- L I ................... D 0, I T dem cc� " 0 P C� Qn 19 0 C A rn"Vvq E L " AQ`� E 2 33 EAST ��"dANN $T o CARII'VnAELs Us 6-0032 | Scope Drawings: These drawings indicate the general scope of the project in terms of orch I tecturol design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the bos's of the general scope or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. Drawing Title: U &-u D DRA MAU^E PLAM Certified By: Issue Date Drav,,-n By hecked By `/ m Drating Number: T.B.M. (BY OTHERS) — RAILROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOUTHWESTERN CORNER OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION — 841.53 (1929 NGVD) HOLEY MOLEY SAYS, "��[1�Yl� ��`,�� � DIG BLIND 1-800-382-5544 CALL TOLL FREE FOR CALLS OUTSDE OF NDM e cor Residential, LLC 770 3rd Avenue 0W Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepoint Drive Carmel, Indiana 46032 ------- UO=°==°~~=.^&z~,oluk IN== In Association with uAoQuISoomouolmo ENTERPRISES |momwApoL|a'LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706-2075 WOOLPERT Project- L I ................... D 0, I T dem cc� " 0 P C� Qn 19 0 C A rn"Vvq E L " AQ`� E 2 33 EAST ��"dANN $T o CARII'VnAELs Us 6-0032 | Scope Drawings: These drawings indicate the general scope of the project in terms of orch I tecturol design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the bos's of the general scope or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. Drawing Title: U &-u D DRA MAU^E PLAM Certified By: Issue Date Drav,,-n By hecked By `/ m Drating Number: Issue Date Drav,,-n By hecked By `/ m Drating Number: _ - 7 r i ■ eeding ■ PROJECT WOTESs EROSION KI.1 ��i� CONTROL NOTES ■ 4 J/ ` `' Ecct Llydn 8trCot .. TEMPORARY SEEDING DATES: A. CONSTRUCTION PLAN ELEMENTS 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL _____ t,' ``• '• - 1. INDEX PER EROSION KEY & LEGEND CONFORM TO THE STANDARDS, SPECIFICATIONS AND : :t� JAN FEB MAR APR MAY JUN JUL AUG SEP OCT Nov DEC 2. SEE ATTACHED 11"X17" PLAT. PROCEDURES OF THE CITY COUNTY OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. ,, ":` .a WHEAT OR RYE 3. THE PROJECT IS FOR THE CONSTRUCTION OF A SECOND NEW OFFICE BUILDING KNOWN AS OLD TOWN SHOPS OF CARMEL PHASE 2. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ' J : {'` El El 41 �-� ..•...._ �° OATS 4• " FOR VICINITY MAP SEE COVER SHEET ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATING FILLING OR OTHER DISTURBANCE OF NATURAL p - 837.95 s3so5 ANNUAL RYE GRASS 5. (PART OF SEC 30, T18N, R4E TERRAIN. THE SITE WAS JUST RECENTLY CLEARED AND a: _ 33 a t ~ r , d x37.33 R �w r��. s3s.75 9.00 ��� n APPROX. N39 58 41 & W86* 7 343- NO NATURAL VEGETATION REMAINS. x o -' 0 °✓lam 6. SEE SITE PLANS AND DETAILS 4 °r} 837:50 839.60 8 7. HYDROLOGIC UNIT CODE IS 051201090030 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL x ,' ; :" _•�' = = - -' , , 3h _ i �� r` a3s.1oFF FF839.o0 ,,/ 837.40 C d " PERMANENT SEEDING DATES REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 15 Ecot �'' = Supt f r "� 836.90 31, 33, 3� 37 Eft E:Zv t Stmt ��.� I 8. NO STATE OR FEDERAL WATER QUALITY PERMITS ARE REQUIRED. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY ' " - 9. SEE SITE PLANS FOR STORMWATER DISCHARGE POINTS. IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW «_a h,r'N "�� 10. NO WETLANDS LAKES OR WATER COURSES ARE ON OR ADJACENT PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE G ! ,y V�.Y- '.�- "w• -p�j-- u q NON- IRRIGATED* � � TO THE SITE. MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE a : I EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY ' IRRIGATED 11. ULTIMATE RECEIVING WATER IS WHITE RIVER VIA CARMEL MUNICIPAL REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. j E 9 j L0__ -'- ,,..,. rt2 -.. ;. yr+ .aLr et, _,.,. . +` F Z ,:' Si ± 837.33 C i 836.83 , G � STORM SEWERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, � �:; i ` �. 840.25 � Q DORMAT SEEDING ** 12. THERE IS NO VISIBLE POTENTIAL FOR GROUNDWATER RECHARGE. MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES 1101 ..r Y °i:•� ;Y 837.35 R 837.80 FF 838.10 FF CONTROLS AND ERODED AREAS IF THE CONTRACT IS GIVEN ';�V "` z rt, ,.e, , _ ,f ; `, \� t; := . < f fi�, y, 2,s {,,t 837.38 839.00 FF 840.30 �+ �, r 13. THE ENTIRE SITE IS ABOVE THE 100 YEAR FLOOD ELEVATION. TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND °` 's: _: 4 >. ��� +. 836.85 o IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL 14. 10 YEAR PREDEVELOPED RUNOFF = 3.37 CFS THEY FAIL TO MAINTAIN AND REPAIR ALL DAMAGE TO THE 840.20 R EROSION AT TIMES OTHER THAN IN THE SHADED AREAS USE MULCH. _ 10 YEAR POST DEVELOPED RUNOFF -- 2.20 CFS EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR alrT 837. R 15. THE ADJACENT LAND IS A MIX OF COMMERCIAL AND RESIDENTIAL. WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE Yi `w` `` 836.78 ��. ,,F ^` (t * - LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS THAT MAY HAVE OCCURRED .F; 837.35 838.23 C T 839.35 836.85 IF MULCH IS APPLIED. 16. SEE SITE PLANS FOR CONSTRUCTION LIMITS. _..., .. <r - <s . -, t r ., :..:: "..v s , sA• { 837.73 838.85 838.70 TC 840.15 839.65 ** INCREASE SEEDING APPLICATION BY 50�. 17. EXISTING VEGETATIVE COVER IS LAWN. 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION t y '� T SHALL BE USED AS INDICATED ON PLANS. IF LOCAL L z ;,< _ < ., ..3.,+. .•° >�.T,x ,,r• :. ti 3 t-- ` '':r.4._ '� , 839.95 FIGURE 5 3 18. SEE SOILS MAP ON COVER SHEET. ORDINANCES DICTATE ALTERNATE EROSION CONTROL DEVICES 8 ,10 83x.40 x36.30 - -- � = ;ih T 840.50 840.°0 TEMPORARY SEEDING: 19. FOR STORMWATER SYSTEM SEE GRADING AND STORM DRAINAGE PLAN. AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE 1 A '� i :'..{y.,. ry," �� L $ ° <fi. 'f. �.�. yt � K f _:�` °` ?_ ..a �• i' . '" .{, a l x i 20. SEE SITE PLANS CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. �0 ..,..,� ,...,..-... _',. z •.�,r f { ° ::= �n� �. a . a•. y f. A:,. .i `` " .r, ., $ f y y ,. ,. y,� sr _1, P F s4o.5o R KIND OF SEED 1000 SQ. FT. ACRE REMARKS 21. LACKING ADE UATE UNPAVED AREAS FOR THE NEW PROJECT NO ROOM Q 6. ALL MUD, DIRT OR GRAVEL SPILLED TRACKED OR DUMPED f I '• s ti{ _. D 836:00 ��M , :,. . ;.r r. ,{ r T �, �, is ` r x3s.so 839.30 WHEAT OR L S. » RYE 3 5 B _ 2 BU. COVER SEED 1 TO 1 1/2 DEEP IS AVAILABLE FOR THE STOCKPILING OF TOPSOIL AND IT WILL THEREFORE ON PUBLIC OR PRIVATE STREETS ROADS DRIVEWAYS OR i 4.. •. Y ( Y'1{ "y... , ^-'' ''., d,',.•`:,$ ";.• ,,::i '. k, : '. <� % t!. t.:. `- .sry,,,y: ¢•'`',,. fi .. ;_'q,w r •>r - -> �ii.,.,a.,. 4.Y ► -. + C �., :,: tw, 5. >. .,, it• ,.,..r4.c .>.H,.. '..� ,. .... ., ! ••."'r. ;`,"''.... s1t . � ^,. -,,, •.. 3 Z F = ::, ,tea <'cM { '.... - t' >y.- ,.• _,, .. s t ti.\ `i„. •k,f �',y.� f .. ,.,.: � S ♦ T 'J• - F' . faty ¢W \. 1 ; "-: 4.. .l' r3 r., 1f :P - q'~•'.,•,, ter. J"� -.." .�.y °` ~'• d ""`,, ! ' • ti -k. ::- .N .... ,: •. . ` .`. :, . \..; 4....' ti'r.}S. ''e. 6 °'a'+ � p "`i•f N^h. •�, a' SPRING OATS 2.3 LBS. 3 Bu. COVER SEED TO 1 DEEP BE REMOVED FROM THE SITE. OTHER SITE DEMOLITION MATERIALS SIDEWALKS, MUST BE REMOVED PROMPTLY BY THE . r r ,<.;,.. - ;.. e...ow tr>., yi "2•.: v..Y. _<......Y.P i'r.a ; ; i _ -t l r° �a vj J i hiY ! �~4 \lf..i �l ".... -.j r t; _ . 4. ,. 4 9 ¢> ` C l ' StSt.7"i" T 837A3 836.53 .J "+ d rbt £ k.{ : -', ,> 1 z r �' : r { .�� y840.15 . %'I •j ,T`.`,' ti f �.' k -'r^/7s„x a o F L ANNUAL RYE GRASS 1 LB. 40 LBS. COVER SEED TO 1 4 DEP / I E 0 UNCONTAMINATED ROCKS, BRICKS, CONCRETE, ROAD DEMOLITION DEBRIS CONTRACTOR. T _•._ „.... ".. a._. N T.., __.. r__ ry<'• ", .'�. w 8 9.65 . �. ;- 840.55 R INCLUDING ASPHALT MAY BE USED OFF -SITE AS FILL AS LONG AS IT .c�.."r... ,// ,. ..;n...t•„_.3+. K,.�.•:i '` � .� U l.' }.t2. ,f•p ~ ' •"�� ✓•' �� �'' <,,�i e%t Lr� fr, A. ,1 .E ° f4 36.50 �t .,k, .- 1 >�, •836.80 :w �- :° ." a. , l••.''¢.' '>'('i NOT NECESSARY WHERE MULCH IS APPLIED. IS NOT PLACED IN A WETLAND OR FLOODWAY, AND THE RECEIVING FACILITY 7. NO 100 YEAR FLOODPLAINS FL00DWAY FRINGES OR .`y o f y // • L t. =, .,:�; . r *,..! .w F x 444 :�t,:.- • � i... 'i ASS ,f t s..y ,p •< <.. F'•A J :' d a 6:30 �" -r; E' + ^ .; ;_.- ,,,.•,. f r,'r. < ; r °{ HAS AN APPROVED WATER QUALITY PLAN IN PLACE. FLO O DWAYS EXIST ON THE SITE. , C- > r-,, .....ew.....r -. swv ,,. ,.rw . v ,•.;. �.. ,, r,. _._.. _ ._.w.,w ._.. <...... ._..�._nnr _..... ... ..._......r .,. ..w..,,__ �._._. r '. :au..... ".:MS(•.,. :l ,u w' >s1 +...1.. .n, •.., �... .wn . »r.>.• .. >: o...+o.... ...- ..- w.v>r.•.. -.e n `r-,� t ` --.� °- `'' ., , -..�.. ,.ti, 839.70 T 22. FOR EXISTING Y SEE E TOPOGRAPH E GRADING AND STORM DRAINAGE PLAN. 8. IT IS NOT ANTICIPATED THAT STORM WATER WILL ELATE R y a ;� � , ; >:l f ;t ..` ,' •f.'`::: - ° y r .� 4 ....... , t., .. o. ,.+ . r. M.i y S '' 39.58 -f � 839.45 23 FOR PROPOSED TOPOGRAPHY SEE GRADING AND 0 STORM M D RAI NAG E PLAN. GROUND WATER ER N THE SITE • ,'•. _r ..` <. 1. 1': 1 h T �• -> >.,� „ >,�...f� ,,, - ; ,_ ----�y , = L _____ 838.95 839.35 839.6 , L S -'t : � , ._,_,;. .� B. STORMWATER POLLUTION PREVENTION PLAN HE CONTRACTOR 9. T SHALL HAVE THE TRASH PICKED UP I F l ;ro..r...,.a<.., r . a~ .+ _ ,v,>:..., -+•. .,.wv....� °: °a `"7..„. yk s TR 840.48 t" f. ON A DAILY ROUTINE DURING CONSTRUCTION. y�` `3 1. POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION r 839 30 838.80 - z ACTIVIES INCLUDE SEDIMENT, DUST, FUEL FROM FUELING OPERATIONS 10. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH --OUT AREA ' T FT 840.35 OR LEAKING VEHICLES, AND MUD. THE SEDIMENT AND EROSION ROUGHLY 1OX10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR .05 HP 539.10 � 83s � x40.52 R CONTROL PLANS IDENTIFY MEASURES TO BE INCORPORATED AND SHALL DISPOSE OF THE CONCRETE WASHOUT MATERIAL IN A MANNER 9�8 I ' a3s.30 THE CONTRACTOR WILL BE EXPECTED TO PROVIDE A PERSON APPROPRIATE TO STATE LAWS THAT GOVERN INDIANA. "x37.4° 8 7 838.43 839.22 Tcx4o.15 9 .. v v 40,45 c- `� _� RESPONSIBLE FOR AND TRAINED IN THESE REQUIREMENTS. I C839.7o s3s.s5 39.95 !i II <.i 2. SEE EROSION CONTROL SEQUENCING AND MAINTENANCE SCHEDULE. THE 11. THE FUELING AND TOP OFF OF VEHICLES AND EQUIPMENT SHALL Q 39.35 ,,,T 839.80 _ J iJ INITIAL INSPECTION WILL BE MADE PRIOR TO CLEARING AND EARTHWORK BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT MAY SPILL S v `• _ .,t • 838.9 839.0 TO VERIFY EROSION CONTROL IS IN PLACE. IS COLLECTED AND DISPOSED OF IN A APPROPRIATE MANNER Co f'^•+ 1� r�.. i 44•' 3. THE SITE HAS AN EXISTING GRAVEL PAVED AREA THAT WILL BE MAINTAINED ACCORDING TO STATE LAWS THAT GOVERN INDIANA. I ff�;" ;�- ^.• .tr• :Y. ,rf'7'`: `' .4 : -•- r'`"•.ii11 Il PROVIDING ACCESS ACROSS THE ENTIRE SITE. EXISTING PAVED ALLEYS WILL E 3 ass. o; 'M Tc846.10 BE MAINTAINED TO DECREASE THE LIKELIHOOD OF TRACKED SEDIMENT FROM 00 �- ____ ((}�� �.... 3 f R1M839.60 Y . d"� ! h EXITING THE SITE. NEAR THE EXISTING GRAVEL AREA TO REMAIN A TEMPORARY �---J6 �', 3700 - ..x T 840.00 "` I� +1 t II a `Z WHEEL WASH AREA WILL BE PROVIDED. _ 1"11"ROPOSED 4 -12. SEE SEDIMENT AND EROSION CONTROL PLAN. 00 Vr �g T uFZ . 13. THE CONTRACTOR SHALL PROVIDE A LIST OF POSSIBLE POLLUTANTS N ( 1 �` .�� S�R, �._, ,; ALONG WITH MATERIAL SAFETY DATA SHEETS MSDS ANTICIPATED PROPOSED STORM SEWER T� FOR CONSTRUCTION ALONG WITH HANDLING PROCEDURES FOR = FOR EACH MATERIAL. THIS LIST SHALL DESCRIBE THE RESPONSE CONSTRUCTION LIMITS y +/- 837.40 T 840.35 839.85 ; s,.�. REQUIRED IN CASE OF SPILLS. CONCRETE SPOILS FROM EQUIPMENT CLEANING WILL BE ALLOWED TO HARDEN AND REMOVED FROM THE TEMPORARY DIVERSION SWALE 839.30 t f f ` SITE. 83 .60 8 7.10 H, r •ill ,> TC 840.05 839.55 F "..,. 14. SEE SEDIMENT AND EROSION CONTROL PLAN. o SILT FENCE, SEE DETAIL 05/C400 7 it \ 4 ` `' T 839.95 839.45 .. ell F840. I G- - 15. NOT APPLICABLE. s � �. 840. - C POST CONSTRUCTION PHASE TI PH S TEMPORARY GRAVEL :. °- s4 84 .SO CONSTRUCTION STAGING AREA 834 , ;j `• ^Y s.r 0. i t 1. THE PROPOSED CARMEL OLD TOWN SHOPS PHASE 2 WILL BE A j I sa7,3o T .60 4° 1° CONTINUATION OF THE FIRST PHASE UNDER CONSTRUCTION TO THE TEMPORARY GRAVEL WHEEL WASH AREA _``833--- ---- -- 834_.. ---- -_ - ----_� • ., . 836.80 r g , ti ;:x CK -c��, &40 r i WEST. GIVEN THE SITES NEAR TOWN CENTER LOCATION WE CAN EXPECT s {} -__ ____835 832---, -- _ 837.20 ;, `�,� <-i'� ' °� ° -•" Y -�,,- ' HIGH PRIORITY MAINTENANCE EVEN THOUGH THE PARKING AREAS CAN _�� L CONTRIBUTE THE TYPICAL POLLUTANTS ASSOCIATED WITH VEHICLES: FABRIC INLET PROTECTION, 1 .0 �'.. I.E. O I L, A TI FR EEZ E, BRAKE FLUID AND DUST, TRANSMISSION FLUID, SEE DETAIL 04/C400 i r>. y�y` - s•r� CID RUBBER FRAGMENTS, FUELS, ROAD SURFACE GRIT, SEDIMENT WASHED i { , ( � f 'fit Strut B.E. c4 _ OFF VEHICLES, DEICING CHEMICALS, AND ELEVATED RECEIVING WATER TEMPERATURES. LANDSCAPE MAINTENANCE CAN GENERATE GRASS DB DANDY BAG INL PROTECTION SEE DETAIL ' au CLIPPINGS, AND FERTILIZER /PESTICIDE RUNOFF. 03 C400 } 2. THE EROSION CONTROL PLAN NOTES BOTH PRE AND POST CONTTRUTION SEQUENCING FOR STORMWATER QUALITY MEASURES. THE TWO PHASES S SOD LAWN, SEE DRAWING C600 OF CONSTRUCTION TOTAL A DISTURBED AREA OF 1.64 ACRES. 2g y� 3. THE PAVED PARKING AREA INLETS WILL BE PROVIDED WITH PERMANENT FILTERS ' STRAW BALE IN ET PROTECTION ' THAT HAVE BEEN PROVEN TO ELIMINATE NOT ONLY TRASH AND SEDIMENT BUT SEE DETAIL 02/C400 THEY HAVE ALSO BEEN TESTED AND SHOWN TO REMOVE AN A ✓ERAGE OF ° 95% OF THE OILS AND GREASES RINSED FROM THE SITE AFTER A STORM OMIdIATEmno QUaL { A EVENT. THE FORMER GRAVEL PARKING WILL BE REPLACED WITH ASPHALT WHICH WILL DECREASE THE DUST POLLUTION. 4. OUR PLANS DETAIL INLET FILTERS CHOSEN FOR THEIR PROVEN ABILITY „ SCALE: 1 = 30 , 0 15 30 60 TO REMOVE DEBRIS AND OILS FROM THE STORMWATER RUNOFF. 5. THE PEDCOR DEVELOPERS HAVE DEMONSTRATED THEIR DESIRE TO MAINTAIN THEIR- DEVELOPMENT IN A MANNER CONSISTENT WITH THEIR IMAGE AND SERVICE TO THE COMMUNITY. PAVED AREAS ARE KEPT SWEPT, LAWN TRIMMINGS SCALE: 1" - 30'�� AND FALLEN LEAVES ARE PROMPTLY REMOVED FROM THE SITE. THE STAFF WILL BE MADE AWARE THAT THE INLET FILTERS NEED TO BE EROSION CONTROL SEQUENCING Gi PialAINTENANCE SCHEDULE INSPECTED, WITH THE ACCUMULATED DEBRIS REMOVED WHEN NECESSARY. FILTERS REQUIRE REPLACEMENT WHEN THE FILTER MEDIA TURNS BLACK, INDICATING SATURATION WITH OILS. EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION /REMOVAL SEQUENCE EXISTING STONE ENTRANCE /LAYDOWN AREA * AS REQUIRED PRIOR TO CLEARING & EARTHWORK X PLAN- min hs%MNOTES CONTINUOUS STRAW BALE FILTER. WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO EARTHWORK STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING 1 EXISTING STONE STAGING AND STORAGE AREA TO REMAIN UNTIL IL THIS EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK AREA IS READY FOR CONSTRUCTION. FABRIC DROP INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER STONE PAVEMENT BASE 2 EXISTING ASPHALT ALLEY TO REMAIN UNTIL NEAR PROJECT COMPLETION STONE WHEEL WASH AREA * WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK TO MAINTAIN ACCESS TO ADJACENT PARKING LOT. REMOVAL OF STRAW BALE INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF EXISTING INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF FABRIC DROP INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF STRAW BALE FILTER. VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED- * EXISTING STONE ENTRANCE /LAYDOWN AREA TO REMAIN AT THE COMPLETION OF THIS WORK. i ABTECH INDUSTRIES ULTRA URBAN FILTER #D12020N PERMANENT INLET FILTER o, C400 FLOW COMPACTED SUBSOIL -- 2X2 WOOD STAKE STRAW BALE-i, GRATE STOR NOTE: STRAW BALES TO BE STAKED -2 STAKES PER BALE MIN. -4 BALES PER STRUCTURE BOUND W /WIRE SECTION A PLAN MAINTENANCE INSTRUCTIONS: 1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SED)MENT FROM THE POOL AREA TO PROADE STORAGE FOR THE NEXT STORM. AVOID DAMAGING OR UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCITON MATERIAL AND SEDIMENT, GRADE THE AREA TO THE ELEVATION OF THE TOP OF THE INLET, THEN STABILIZE. STRAW BALE INLET PROTECTION oz NTS C400 IWMY B.AG®II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit Stand the grate on end. Move the top I'iMng straps out of the Tray and place the grate into the Dandy Bag 0 0 so that the grate is; below the top straps and above the lower straps. Holding the Mng devices, insert the grate into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit otter each storm event After each storm event and at regular Intervals, look into the Dandy Bag ell. If the containment area is more than 113 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional ail obsorbents; replace absorbent when near saturation. DANDY BAGOU DANDY BAG ®II STANDARD FABRIC IS AN ORANGE 'WOVEN MKOFH AMM DUMPING STRAP AILOTS FOR EASY REMOVAL OF CONTENTS DANDY BAG II INLET PROTECTION r03 caoo I'1 x`11 T EXISTING INLET PROTECTION a< caoo DOWN S1 MAINTENANCE INSTRUCTIONS: 1 1/2"X 1 1/2"X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC (4.5 OZ /S.Q YARD) MAINTAIN BY REMOVING ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 2 "X 2 "X 36" LONG HARDWOOD STAKES W/ ONE END SHAPPENED &SPACED 5' -0" O.C. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE DETAIL rO NTS �40 HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1 -500- 382-5544 CALL TOLL FREE 1-800 - 428 -5200 FOR CALLS OUTSDE OF NIDIANA Owner: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 Engineers: CSO SCHENKEL SHULTZ 230 Beat 96th Shvek Suite 200. . IN 46240 T 317.848.7600 F 317-574.0457 wwn xwb onot In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 Project: OLD T ;D:) N 1#11 F C A L F n1j A S E `' 33 EASY k17AIN S a CARII'IdEL9 IN. 60032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major orchitectural elements and the type of structural, mechonicol and electrical systems. The drawings do not necessarily indicate or describe oll work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: E 611:�, () M U VUL% II E 157% �I�lQL�O U U PLAM Revisions: Issue Date Dra�.� By Checked By KI.1 ��i� GS Gs Issue Date Drar�n By Checked By 01/20/06 Certified By: w'•r A' Y 'J � L 'l P o '• - � ,. � • � � ter: d s <•'.af (�,�Jl�•a a�•.' ^aoc e. r.nc •�'" .w:��r' \- ''�•' Drawing Number: (0-) Project Number: �NJ��NJ CV'Tn nDI►TC DC► I/1\ /C A /'%/%I 1111 I! ATr- i `V SJ t �3 O .5. I . ti . I . • ° I I I sf FLAT GRATE INL I I ' brick} s V. 10 VC P t T.O.R. 836. ", z INV. S. = 828. 51 r , ! +.;i '::. { S , ,. ,.7 ^,__� �M� 11.. _ a s halt ��� � °- w l ��' "�a• I I �1 TE. U }-- rAST MAIN STREET & I I SANITARY MANHOLE > Q CORNER I ;' NORTH LINE SW 1 T N THE CITY OF CAR M EL N L Ind ��� I T.o.R. = 839.24 'EST 1 /4, ,, - _ I = IId-�T " I INV. E. 828.24 . I NAT' h: I I INV. N. = 828.24 18 N -ROE 1 ). NO TERMINUS = i { �� ° >, 200500047125 T.O.R. 8 .92 i 0 P I h1 FD. # INV = ` ` I (asphalt . N. 828.1; ) I 502.0 SQ. FT. _ 1 WV 6" water INV. 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U a f, Q f `n m } r �./ s a i , t �' I S O LATI O N VALVE _ ` R <4' .' POST INDICATOR VALVE U .� � �K.> 1 4" FIRE PROTECTION WATER 12 �- c M F ` .' N w ;� i [ ---- - =- - ISOLATION VALVE SANITARY CLEANOUT W � 4 .�. _ �. <_. �......, .. w . .. , ^...-w. wr f. PER DETAIL O 1 C701 s % _ / i 1 7. -.- G 1 INV. 834.80 5 W NEW FIRE HYDRANT W ALVE Q *0 __�. - z� q y i;, y`` �.l,•� a t d L �' a ` \� `k ''Yf. ` >4 0:y �:,. 'k - t 4 y I \ US 1 rp, { 4 1 i 32 y' {Y O f - t�L f; -J w� ,J � i W 1111 I � L I; V f ,F. A r'> 3 Q U t ; x =, ' . , t� fad a + » .l.. !J °' % _ M y w'4 a '- 2 D0 M ESTI C i o 3 .,, .t:,_..y; , `3. .:: � .F <� ' n, J'f ern 43 i k ..1 �';� :c L l.L (� i -'n t• 3, s <1 '\ N 6+ a > r r E y s ) c `�' � yf ( 5 i' LL _ ;y S 1.A.i;E t l ;. F'J I ^ Q U ,_ a s J 3 °° x .- , .Y 6 "t , WATER VERIFY = I I n (10 � 4 is r i �- • C NSTRUCTION LIMIT L.iNE FOR WORK t � I11�' FIRE PROTECTION � � � I � N co f `� z Q ,a, ...N ; i w ,. �� UN ER CONSTRUCTION AS SHOWN :s' I I I o �} , INSTALLER) 5 ... 1 Z 4 4 of 1 r � V J 5 1 is �_ 3 4. • i �b , j : JJ �.:' _. x s 1 s r0 �) t 5 ! a o' � r , 1 - � T.O.R. = f - r� f tip, = 834.98 INV. E. = 1' t.F1 -�� 1 r:,,., J Y �. � '� f � INV. S. = 831.23 -" j .r �_: y� � �' t,J� W Q i ' ) r / 1 g. } f G C e ♦ f r_ r irrr~�_manhole � � "I", i _`� s or -= 829 21 Yf iy 8f; 1 � � � � ? S > s, �V/ C `Y '"•:; X s �. tai l �, 4 F3 y r . I'i �j � � .: z . „ . c`rt` ',� `. , \a' ;. r'l 3 r;, f.4 \ .i ._.,.,-,,.<,...,,.>. °, n „.._- .. .:.._ P .f. rrr �t M ,j=' j' en' . x4_ °ti. i� % �+,tr : l'w 7: ` ,�• •+•rt11c� y :; i F� � � V I bd-f Z .1 3 3 := is " " 'YN .) j,. . N� '3 '� S. a ?, :i 3' 5 7 ; 4i ,f'• ! 1 v` r+-�. �'a. i -`' a c /� 4 5 +� `'o i Y.M J f i. .'•.• l� FT ''t. i ..,�• -r• i,.,,. 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'" . w-.,..,^,^`"..,.,..<w- ...+,,. <.. ., ,.-a. o _ :1 a .c n.�<h < Y� w� J 3 , � t s 834 w,. , - } ��� i� , r .�" b: k 4 - D . ,+ar.v.I,'.,. r_v...,_ Y- .r .-. .>. rY .. r.•.a. +r ..r.•.. r „r , .,w,u.,•„•✓.v.. -, Sx.,y 2, % :b....w ^ter\ N r< ..•n• i•,.•. „ V ', , t., +.� �' o� ": f a r rass y' w �' t t �,> r..,.. ,_ >, , I ` ; ,< , _ _F., 6' c o n c curb ��_ ,r ° ,.� 1.. h , i xn » �.• f a ti.. �`+ ,. 4 ra curb �lnlet - n v..a�, _......r....: ,� 5 8 3 rr r 3 ,t 4.., ..,, .._...� -_ w. F 2 "` ! .*1 11 "` , 1, r.,. ..v.._.^ .,-. " o-.r.•... r. :,,.... ,.. �� e� ice,\ '. 'k '`^ ` _ �,• >;'�y .rte -w,.., ,_.,., ,a .. ,..� \� S t' t, ,4" 'x a. A�,. ,N`I w { nw ~t �. M " _ n,. �82 <5 33 , 00 r 8 1 �F ��� r a - - .. _ w� . , ��� � mow... , . .. ,... ,. ,,_ , , .. r i 22.50' `r, `6" water �b ' caw° 15" rc ., 6 water £:. 24" chairback rcurb ^� (,� ,� ,..�. d '�. F no termin PHYSICAL 1st' STREET S.E. � �� � F 1 I5 rc ` �_ . I Y . -,- "- � ,,,_>.,- -.� "- . ,, .. -, . _. _.. .Y _ .r,. } p _. _ -... .. _......_ _.. «w• r. _<,,,.,.q x^+ In, ,,.<w ,arMrrr,..tv., wv^., >,�. u,... w.. ,, . ,,.. ..,,,, w _...... ... ,w ., ,,,,,.. rin•. � r n v .r. n iy.,,. ✓rv••4a•..a.<. ,r.+,,.,,, +a p a u 16. SANITARY MANHOLE T.O.R. = 8 0.13 4 INV. SE. = 834.98 INV. E. = 831.80 INV. W. = 831.08 INV. S. = 831.23 _8 "VCP Y•�t^ i � -: -_ter- � >..... wK A,.. r.µ. nrmr It r..,...' -•• { [--E�v „<a -.,. inv Y S .. » i 10 di I I 'i inv I 5 4 -� 1 V s` i �� I I -" �3f y� ,1 i ' ) r / = 824.91 1 irrr~�_manhole � � "I", i _`� s or -= 829 21 tI n = 819.18 � e = 820.59 s = 819.32 I .:. Y+ -; ,,•• ° ^riY e• ,. ,.,, ..a a..v, :.. -w-.w„ r.:.•a.•..-- ....>�, ..,- •.a.<,. .....>i..., .., ,., �.•,r>.. .�... i``., .n „w, ..r..> .'....,:. .,...,v..,......,...,.,,c -c.- f o -u r -.d . 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I N NW 833.40 1 0 manhole for = 841.06 no pipes visible (full of water) 1 • IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON - TRACTO RS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 2. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTU ES E R F N C ES LAW NS THE ES BUS HES MAI B X L 0 ES SIGN > S POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 3• THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT O N AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY B E P R ES ENT O N SITE. ALL VER I FI - CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE C 0 NTRACTO R MUST NOTI FY THE U TI LITY CO M PA Y S N 0 - A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COV ERREU I R E M ENTS Q BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 6. THE COT ACT N R OR S HALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY OR IMMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 11. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT -OF -WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 12. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. 13. ALL UTILITY WORK SHALL CONFORM WITH THE CITY OF CAR M EL' S UTILITY STAN DAR D DETAILS o TILIT� 1 SEE 'P' SERIES DRAWINGS. • 0 20 NEW OUTSIDE DROP SANITARY MANHOLE CONNECTION PER DETAIL 02/C701 Q COORDINATE WATER SERVICE CONNECTION WITH WATER UTILITY FOR THE ABANDONMENT OF SOUTHERN PORTION OF MAIN. 4 LIG 0 HT POLE L CATION S D 0 EE RAWING CE9 00 Q 4" DIA. SCHEDULE 80 PVC CONDUIT W /TOP 12" BELOW PAVEMENT ELEVATION. CAP AND MARK LOCATION ON AN AS BUILT PLAN. © APPROX. LOCATION PROPOSED TRANSFORMER (CINERGY DRAWING & LETTER DATED 8/8/05 TO CONVERT TO UNDERGROUND} CONTRACTOR TO PROVIDE 8X8 - CONCRETE PAD FOR TRANSFORMER. 7o PROVIDE 3 C�? 6" DIA. SCHEDULE 40 PVC CONDUITS W /PULL ROPE PER CINERGY STANDARDS. CABLE TO METERS AND ASSOCIATED EQUIPMENT INSTALLED BY CINERGY. 8o APPROX. LOCATION PROPOSED UNDERGROUND ELECTRICAL BY CINERGY. Q FUTURE GAS METER LOCATION. PROVIDE 4" CONDUIT FROM EXISTING MAIN TO BUILDING. 0 PROVIDE 2" DIA. SCHEDULE 40 PVC CONDUIT PER BRIGHT HOUSE STANDARDS. 1� 3/4 PLASTIC WATER SERVICE TO NEW YARD HYDRANT. PROVIDE STATE BOARD OF HEALTH APPROVED YARD HYDRANT WHERE SHOWN ON DUMPSTER ENCLOSURE 'A' SERIES DRAWINGS. HOLEY MOLEY SAYS, n��l�ir i DIG BLIND" t- 800 -�82 -5544 cam Tai F� 1- 800 - 428-5200 FOR CALLS OUTSIDE OF WDIANA 0v:•ner: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.5 87.0320 Architect Pedcor Design Group 3 3 5 Ridgep oint Drive Carmel, Indiana 46032 317.705.7979 Engineers: CSO SCHENKEL SHULTZ 288 EnA 96ih Strew• 8uibe 200. l�apo�. IN 46240 T 317.848 "7800 F 317374.0957 ww+w-caofaaaot In Association with: L'ACQUIS CONSULTING H ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 u WOOLPERT Project: U C�� T �i� HJ � ��� C � E L P A S `' 33 �A�� c�aiN ��. CA�M�L, 9fV. 4032 Scope DravAngs: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe ail work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drat�ng Title: P�Q� Revisions: . Isaue Date Issue Date Dram By Dra�:� By Checked By Checked By 01/20/06 01/20/06 KE1 K�.� GS GS Certified By: ,'JZ a.i � r ' �` -' 4+r v/tl '' >, i :'. _ :• , a'.q•>'w .. mar �< %r s � r.3 ,��y �., eY ,' � °.fro. �'• i -• �.. .J 4 :'\ `;+: j�o Drawing Number: Project Number: ■.Ri 1 �: y �` - „�.,�.' r .. 1 �..` . 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IN CASE OF DISCREPANCIES BETWEEN THE PLAN 9• LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, - AND THE PLANT LIST, THE PLAN SHALL DICTATE COMMON NAME FINAL GRADING, FERTILIZING, AND RAKING. East Ulan Street AWN SHALL BE FERTILIZED W/A COMMERCIAL - I - ----- - --- ,- ---- - - - - - - - ---- - - . - - - - - - - - - - - - - - - - - - - - PROPOSED EVERGREEN TREE �, ALL GROUND COVER BEDS SHALL BE COVERED W/ 2° SHREDDED HARDWOOD BARK MULCH. MULCH GREEN MOUNTAIN SUGAR MAPLE g 1\\�o �� PROPOSED EVERGREEN SHRUB t:. t\' 'i s; & - --- CAR -B SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL PYRAMIDAL EUROPEAN HORNBEAM SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR F -, f „ > ... _ BE UNIFORM IN TEXTURE AND COLOR AND SHALL & TO THE FIRST. LIGHTLY RAKE AND APPLY HYDROMULCH 7. _7 - -_ -, �_ ., �- - � BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. SKYLINE HONEYLOCUST 1 «:.;.. s.,> wr.++.� -- >- „•.,. , ,'•r a;•cs . , ays >,>., 'n;c .ee'-, w s iCYlV:.:..'! •!'.JN, ha�i]v, :�Y: `J' w'ia: ti" R "ti 4 -. 4E,N W^4,Kf [N:•i•' >,+GVi / ;- Jf `.� / ' .Td F 1 . _ Y' .f Y� .: k... ::� J ® - --i + i' { f 4 `` 9 £ F -: t >,°' a , r y [ 4 4 O is .. 1.; 0 i i & ,' .,w,.«W rT,r..s.w •„ -w �, w- r.•:.- ...w. i O' f t e' a w ,.. r." .. a.., i f __ n.. «_, e. .r v..n 1 ti rr n „✓vwn »w +» «+. .,s. .,>..�...W:.v. .Y.r+.. -,. r.w. ..n.,r..� a v.v,.n•nvri...i...YS, .u.,N w.w iW .. r, f. t ►,. O. O " ;., a `, i E x t Y t 7. Y Al "' 10. FURNISH LANDSCAPE ARCHITECT WITH A COPY OF THE 1 /4�� X 4" STEEL LANDSCAPE EDGING. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL i` S t S .. ., f �\ t :, ' i } 3 '\ }i44 3' �, ? .. , ,. ... it ,�''�^ y �" •�>' o '7 � [ 5 : y -' ^.\ .'( t+.. ,t 4,' Nrr '`, % '_. f,r �;... f.>:y.nw.. .,-.. ... ,�, .,...,...,_,. -.. !� �`,� `4 ,: - - .r,,......,.,,. „r„ ... n.,w v..n i r t -. >.- .....•. . .4.. .:.a� -. ,... .. ...,,.... .o, .., �., n.,. �.: v.... :.-,. ... .. ,t ,.., j . .M . a .. i i a ....+� -tr. Q ,�,- ,{ S f / t »,,,,... . -. _ ... ... ..M�t•� ��t•�...•, .,- „ -H -, .e „r.,.w.... ..`,-.:.,,•.r.,,n ... -x,-. ,.... .w t• t•� . .. ..-ti _ ... .� rr \ , Ir r,: .. Y \�., /j , ^ ( S �.�, ,, �, r,_. ,.,.,. >,_. ,,• �.: , u «r,. �, >.. ,uY. �.... ,�� �...„, _. >�n_ , ^ ^ ,.. a J .._,< .:;. tr.:>..'.a.. -n.;•„-t..n.. +c, [ ,_ v:. < ,e,., a ... u. f Y j i y /`'A r.. a, -.x,.. ✓ r. r.> , ... .. i fa 3 :s� ; 3 I & T I C. 1 I u -I a I , . 11 � O mss." l DECOMPOSED VEGETABLE MATERIAL PEAT MOSS o PLANTING OPERATIONS ARE TO PROCEED. ALL ( ._, .,,.w...... ... I i f ®i -.1 `, �.....p..>.w... j.. � _ 1 TREE LOCATIONS SHALL BE MARKED WITH A WOOD 12" -15" I « ..-.� B i 1 3) SPI- ` F 7. ! MYR -P MYRICA PENNSYLVANICA 'BOBZAM' ALL GROUND COVER AND PLANTING BED LINES 12• LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE NO. SHAM BE MARKED W/ HIGHLY VISIBLE PAINT i '�� East '�ein Street ANTHONY WATERER SPIREA 18" -21" PATS HE /SHE FEELS MAY NOT SURVIVE W LOCATIONS 1, 4.. I .3 >� ` } .,_. #... TAXUS X MEDIA HICKSII SS East thin Street - - ENCE. ALL STAKES SHALL BE REMOVED FOLLOWING 1 B & i @ �a f ALL DISTURBED LAWN AREAS SHALL BE SEEDED ii THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. OR SODDED AS NOTED. PERMANENT SEEDED LAWNS HEM -S f., STELLA D'ORO DAYLILLY AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED - 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE 1 CONT.( *1) BY LANDSCAPE ARCHITECT. SEED MIX SHALL CONSIST OF MISCANTHUS SINENSIS 'PURPURASCENS' ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE @ AN APPROVED KENTUCKY BLUEGRASS BLEND. i CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 1¢, ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL HAMELN DWARF FOUNTAIN GRASS PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE UNIFORM STAND OF ACCEPTABLE GRASS AT THE END INSPECTED AND TAGGED WITH PROJECT I.D. AT MAL- R - _._.. NURSERY OR CONTRACTORS OPERATIONS PRIOR BARE SPOTS COMPRISING MOREfHAN 2% OF ANY TO MOVING TO JOB SITE. PLANTS MAY BE LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED OR INSPECTED AND APPROVED OR REJECTED ON THE e� SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS JOB SITE 8Y LANDSCAPE ARCHITECT. ....._ vv ,.. t ESTABLISHED. .3) - ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY STANDARDS FOR NURSERY STOCK, 1996 EDITION, CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY AS SET FORTH BY AMERICAN ASSOCIATION OF V LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAIN- 117' 1 TAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS ' FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ca ON SITE WILL BE PLACED WHERE THEY WILL NOT CONTRACTOR. MAINTENANCE TO INCLUDE WATERING �.I, WEEDING, CULTIVATING, MULCHING, MOWING, AND ... �y .. j " DIRECTED BY LANDSCAPE ARCHITECT. ALL OTHER NECESSARY OPERATIONS REQUIRED FOR - 8. ALL LANDSCAPE PLANTINGS SHALL BE PROPER ESTABLISHMENT OF LAWNS ANO PLANTI NGS. I 16. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED - 17• ALL LAWN AREAS WITHIN GRADING LIMIT LINES TO RECEIVE SHALL BE REPLACED AT NO ADDITIONAL CHARGE 12" TOPSOIL. SUPPLEMENT STOCKPILED TOPSOIL WITH 8Y THE LANDSCAPE CONTRACTOR. APPROVED IMPORTED TOPSOIL AS REQUIRED. 18. BACKFILL FOR TREE PLANTING SHALL BE 75% x:...w„M,I ,,...,.,. 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I, M.. ,nn:al. ✓.mi.t:n^wt,f[w..acinVV• :,�-,W v. V, cavx /.,••a,,,,va.r„4w•>�..I,• /...✓: n- ,n 1, Cn �F ., . , 1st Street S.E. .. :....... ....._.._.1___11_ 11 - r,_.._ ._ ® 0 D L . I L z % M D ,c,'::,�) ,',�� r fO SCALE: 1 It = 20' 0' 10' 20' 40' � --"-I. � - n 1:.r.1L1,,.,,;,"'J -, owns"010" _--..;_'-_"..:".` � � , , - : .:� I'L'_ _:L,�_,._ I I , :��.r 1 ,�.:"1:'- ,...,.�:,�_ - - 11-1.1 - "Ll'i'' . � _L,. , _ I " '_, .",,�.."'r-'.'',�' SCALE: 1 " = 20' WORTH LEGEMD: S PLAHTIMG MOTES. PL..ANTING SCHEDULE . I . -1 MWANA ------I 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN 9• LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, PROPOSED SHADE TREE AND THE PLANT LIST, THE PLAN SHALL DICTATE COMMON NAME FINAL GRADING, FERTILIZING, AND RAKING. AWN SHALL BE FERTILIZED W/A COMMERCIAL PROPOSED ORNAMENTAL TREE 2. ALL SHRUB PLANTING AREAS TO BE COVERED W/ FERTILIZER WITH THE COMPOSITION AND AT THE RATE 3 LAYER OF SHREDDED HARDWOOD BARK MULCH. RECOMMENDED BY THE TOPSOIL ANALYSIS PRIOR TO PROPOSED EVERGREEN TREE �, ALL GROUND COVER BEDS SHALL BE COVERED W/ 2° SHREDDED HARDWOOD BARK MULCH. MULCH GREEN MOUNTAIN SUGAR MAPLE SEEDING. LAWNS TO BE SEEDED W/ MECHANICAL 1\\�o �� PROPOSED EVERGREEN SHRUB B & SPREADER AT A RATE OF 51bs./1400s.f. APPLY CAR -B SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL PYRAMIDAL EUROPEAN HORNBEAM SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR D PROPOSED SHRUB BE UNIFORM IN TEXTURE AND COLOR AND SHALL & TO THE FIRST. LIGHTLY RAKE AND APPLY HYDROMULCH PROPOSED ORNAMENTAL GRASS BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. SKYLINE HONEYLOCUST AFTER SEEDING CAL NO UTILITY MULCH OR PROCESSED TREE & B o PROPOSED PERENNIAL TRIMMINGS WILL BE ALLOWED. 10. FURNISH LANDSCAPE ARCHITECT WITH A COPY OF THE 1 /4�� X 4" STEEL LANDSCAPE EDGING. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL & TOPSOIL ANALYSIS AND RECOMMENDATIONS FOR MAL -R BE APPLIED IN ALL PLANTING BEDS AT A RATE RED BARRON CRABAPPLE AMENDMENTS TO PRODUCE A SATISFACTORY TOPSOIL. CAL SPECIFIED BY MANUFACTURER FOR EACH PLANT 11. PEATMOSS TO BE USED ON PROJECT SHALL BE PIC -0 VARIETY. SERBIAN SPRUCE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE 4. FINAL PLACEMENT OF PLANT MATERIALS, ECT. & BROWN IN COLOR AND COMPOSED OF PARTIALLY SHRUBS . SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE DECOMPOSED VEGETABLE MATERIAL PEAT MOSS PLANTING OPERATIONS ARE TO PROCEED. ALL TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BUXUS X 'GREEN GEM' TREE LOCATIONS SHALL BE MARKED WITH A WOOD 12" -15" BE APPROVED BY LANDSCAPE ARCHITECT. B STAKE INDICATING VARIETY AND SIZE OF TREE. B, MYR -P MYRICA PENNSYLVANICA 'BOBZAM' ALL GROUND COVER AND PLANTING BED LINES 12• LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE NO. SHAM BE MARKED W/ HIGHLY VISIBLE PAINT SPI -A ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY ANTHONY WATERER SPIREA 18" -21" PATS HE /SHE FEELS MAY NOT SURVIVE W LOCATIONS 5 CONT. LINES W/ OCCASIONAL WOOD STAKES FOR REFER- TAXUS X MEDIA HICKSII NOTED ON PLANS. 24 " -27" ENCE. ALL STAKES SHALL BE REMOVED FOLLOWING 1 B & B, 3' 0. C. PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES 13. ALL DISTURBED LAWN AREAS SHALL BE SEEDED ii THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. OR SODDED AS NOTED. PERMANENT SEEDED LAWNS HEM -S HEMEROCALLIS ' STELLA D'ORO' STELLA D'ORO DAYLILLY AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE 1 CONT.( *1) BY LANDSCAPE ARCHITECT. SEED MIX SHALL CONSIST OF MISCANTHUS SINENSIS 'PURPURASCENS' ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE NO. 3 CONT. AN APPROVED KENTUCKY BLUEGRASS BLEND. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 1¢, ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL HAMELN DWARF FOUNTAIN GRASS PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE UNIFORM STAND OF ACCEPTABLE GRASS AT THE END INSPECTED AND TAGGED WITH PROJECT I.D. AT OF THE ONE YEAR GUARANTEE PERIOD WITH NO NURSERY OR CONTRACTORS OPERATIONS PRIOR BARE SPOTS COMPRISING MOREfHAN 2% OF ANY TO MOVING TO JOB SITE. PLANTS MAY BE LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED OR INSPECTED AND APPROVED OR REJECTED ON THE SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS JOB SITE 8Y LANDSCAPE ARCHITECT. ESTABLISHED. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY STANDARDS FOR NURSERY STOCK, 1996 EDITION, CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY AS SET FORTH BY AMERICAN ASSOCIATION OF LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAIN- NURSERYMEN. TAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS ' FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED AFTER WRITTEN REQUEST FROM THE LANDSCAPE ON SITE WILL BE PLACED WHERE THEY WILL NOT CONTRACTOR. MAINTENANCE TO INCLUDE WATERING CONFLICT W/ CONSTRUCTION OPERATIONS AND AS WEEDING, CULTIVATING, MULCHING, MOWING, AND DIRECTED BY LANDSCAPE ARCHITECT. ALL OTHER NECESSARY OPERATIONS REQUIRED FOR le 8. ALL LANDSCAPE PLANTINGS SHALL BE PROPER ESTABLISHMENT OF LAWNS ANO PLANTI NGS. GUARANTEED FOR A PERIOD OF ONE YEAR 16. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT 17• ALL LAWN AREAS WITHIN GRADING LIMIT LINES TO RECEIVE SHALL BE REPLACED AT NO ADDITIONAL CHARGE 12" TOPSOIL. SUPPLEMENT STOCKPILED TOPSOIL WITH 8Y THE LANDSCAPE CONTRACTOR. APPROVED IMPORTED TOPSOIL AS REQUIRED. 18. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25� APPROVED PEAT MOSS. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 19. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 3" LAYER OF SHREDDED HARDWOOD BARK MULCH - CAP PLANTING PIT W /ON SITE CLAY TOPSOIL ,PRIOR TO MULCHING (2-3 ) ----t EARTH SAUCER FIN. GRADE -� x((111)): -1 I I =1( I- . I- PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS &OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS OVER BALL & MULCH H EAVI LY. INSTALL FERTILIZER TABLETS OR SPIKES C-ni,D i nvv aviL vR } SOIL BACKFILL TO BE 75% COMPACTED BACKFILL TOPSOIL & 25% PEATMOSS TAMPED TO PREVENT 6" MAX. SETTLEMENT. S N'"TING DETAIL 01 - - NOTE *1, PLANT 3 KING ALFRED DAFFODILS (TOP SIZE BULBS) PER DAYLILY. NOTE *2, PLANT PER DETAIL 18/C700. - NTS DOUBLE STRAND 12 A. WIRE TWISHED IN RUBBER HOSE 6" FROM TOP OF„ STAKES SUITABLE CORD BANDING BURLAP OR HEAVY CREPE TREE WRAP MATERIAL PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND SOIL OVER BALL FINAL GRADE --%, - 111 -I I I ° III-11I =1II 12" i!I 11i ! I Ii I MIN. CAP PLANTING PIT W/ 2 -3" OF CLAY TOPSOIL PRIOR TO MULCHING 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER 1 -. t i �i 7 t�l , i_ 12" Ili -illy 1111, ,1) X I N I =111 � . 111E11 NOTE: STAKE & GUY it 1fill ) TREES AS SHOWN IF SOIL BACKFILL TO BE 75% r 9 t t 12 SITE CONDITIONS DICTATE TOPSOIL & 25% PEAT MAX. (TAMPED) REMOVE BINDING EXISTING SUBSOIL OR COMPACTED BACKFILL �UI PI'MaTlIPMOG DETAIL rO 2 NTS 1" ABOVE . 1" LAYER OF SHREDDED GRADE HARDWOOD MULCH c • •� 'I� ; 4 J -_ do 31 \ 0 0.� . . I -P -I 'if .0 .. . 6 �b 9 : ? f. .."..'V. -� N . ; - • • . • , . , [ • . • , . • • • . • . , . , . . . • . N , , =1 I I =111 =1 11 =1 11 =1 11 =1 11 =1 11 =I 11 =1 11 =1 11 =1 I I!--',- I I I =111 =1 11= GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4 ", A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT APPROVED RATES. GROUMD COVER OR FLOWER BED DETAIL. NTS HOLEY MOLEY SAYS, "DON'T DIG��" L 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF BJDtANA Omer: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ri geP t Drive d om Carmel, Indiana 46032 317.705.7979 Engineers: CSO SCHENKEL SHULTZ 280 Beat 96th Sbwvo Saito 200. h&=apoiia. IN 46240 T 317.848.7800 F 317.574.0957 ww w- c&0ftua=t In Association with: L'ACQUIS CONSULTING Lo ENTERPRISES [��] E INDIANAPOLIS, LLC 280 East 9611h Street, Suite 280 Indian olis, Indiana 46240 (317) 706 -2075 WOOLPERT Project DLD TOtqM CQ% S GP chi C A n Vvq E L P "n A Ql:w� E '' 33 EAST 1"U7AM Si. CARN'VML, M. 60032 - - - Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. Drawing Title: . . L C� CAPE� AR Revisions: Issue Date 01/20/06 PL..ANTING SCHEDULE Checked By -1 MWANA ------I GS GS KEY I BOTANICAL NAME COMMON NAME SIZE NOTES TREES ACE -S ACER SACCHARUM 'GREEN MOUNTAIN' GREEN MOUNTAIN SUGAR MAPLE 2 1/2 " -3" CAL B & B CAR -B CARPINUS BETULUS 'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAM 2 " -2 1/2" CAL B & B GLE -S GLEDITSIA TRIANCANTHOS INERMIS VAR SKYLINE HONEYLOCUST 2 1/2 " -3" CAL B & B GIN-13 GINKGO BILOBA GINKGO 2 1 /2" -3" CAL B & B ( *2) MAL -R MALUS 'RED BARRON' RED BARRON CRABAPPLE 2 " -2 1/2" CAL B & B PIC -0 PICEA OMORIKA SERBIAN SPRUCE 9' -10' HGT B & B SHRUBS . BUX -G BUXUS X 'GREEN GEM' GREEN GEM BOXWOOD 12" -15" B & B, MYR -P MYRICA PENNSYLVANICA 'BOBZAM' BOBBEE BAYBERRY 12 " -15" NO. 5 CONT. SPI -A SPIREA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 18" -21" NO. 5 CONT. TAX -M TAXUS X MEDIA HICKSII HICK'S YEW 24 " -27" 1 B & B, 3' 0. C. PERENNIALS & ORNAMENTAL GRASSES HEM -S HEMEROCALLIS ' STELLA D'ORO' STELLA D'ORO DAYLILLY 3 DIVISION NO. 1 CONT.( *1) MIS -S MISCANTHUS SINENSIS 'PURPURASCENS' FLAME GRASS NO. 3 CONT. .PEN-H. PENNISETUM ALOPECUROIDES ' HAMELN' HAMELN DWARF FOUNTAIN GRASS NO. 1 CONT. NOTE *1, PLANT 3 KING ALFRED DAFFODILS (TOP SIZE BULBS) PER DAYLILY. NOTE *2, PLANT PER DETAIL 18/C700. - NTS DOUBLE STRAND 12 A. WIRE TWISHED IN RUBBER HOSE 6" FROM TOP OF„ STAKES SUITABLE CORD BANDING BURLAP OR HEAVY CREPE TREE WRAP MATERIAL PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND SOIL OVER BALL FINAL GRADE --%, - 111 -I I I ° III-11I =1II 12" i!I 11i ! I Ii I MIN. CAP PLANTING PIT W/ 2 -3" OF CLAY TOPSOIL PRIOR TO MULCHING 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER 1 -. t i �i 7 t�l , i_ 12" Ili -illy 1111, ,1) X I N I =111 � . 111E11 NOTE: STAKE & GUY it 1fill ) TREES AS SHOWN IF SOIL BACKFILL TO BE 75% r 9 t t 12 SITE CONDITIONS DICTATE TOPSOIL & 25% PEAT MAX. (TAMPED) REMOVE BINDING EXISTING SUBSOIL OR COMPACTED BACKFILL �UI PI'MaTlIPMOG DETAIL rO 2 NTS 1" ABOVE . 1" LAYER OF SHREDDED GRADE HARDWOOD MULCH c • •� 'I� ; 4 J -_ do 31 \ 0 0.� . . I -P -I 'if .0 .. . 6 �b 9 : ? f. .."..'V. -� N . ; - • • . • , . , [ • . • , . • • • . • . , . , . . . • . N , , =1 I I =111 =1 11 =1 11 =1 11 =1 11 =1 11 =I 11 =1 11 =1 11 =1 I I!--',- I I I =111 =1 11= GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4 ", A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT APPROVED RATES. GROUMD COVER OR FLOWER BED DETAIL. NTS HOLEY MOLEY SAYS, "DON'T DIG��" L 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF BJDtANA Omer: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ri geP t Drive d om Carmel, Indiana 46032 317.705.7979 Engineers: CSO SCHENKEL SHULTZ 280 Beat 96th Sbwvo Saito 200. h&=apoiia. IN 46240 T 317.848.7800 F 317.574.0957 ww w- c&0ftua=t In Association with: L'ACQUIS CONSULTING Lo ENTERPRISES [��] E INDIANAPOLIS, LLC 280 East 9611h Street, Suite 280 Indian olis, Indiana 46240 (317) 706 -2075 WOOLPERT Project DLD TOtqM CQ% S GP chi C A n Vvq E L P "n A Ql:w� E '' 33 EAST 1"U7AM Si. CARN'VML, M. 60032 - - - Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. Drawing Title: . . L C� CAPE� AR Revisions: Issue Date Issue Date 01/20/06 Drarm By Kfal I Checked By -1 MWANA ------I Issue Date Dra�.� By Checked By �1/20/Ofi GS GS Certified By: Drawing Number. 2 5 3 8 alej 11 11 Project Number: GALV. FENCE BAND W /LATCH BAR O vin er: WELDED AND GROUND SMOOTH ALUMINUM , .,,I COORDINATE POST LOCATION METAL (SIGN) DOME CAP Pedcor Residential, LLC & HEIGHT TO MEET GATE 6" I.D. STANDARD WEIGHT GREEN - ILLUMINATING TOOLED CONT. JTS. APPLIED ANTI- 770 3rd Avenue SW LATCH. PAINT TO MATCH POST. STEEL PIPE FILLED W/ CONC. 12" TAPE (LETTERS) TYP. Carmel Indiana 46032 TOPSOIL DEPTH PER PLAN 1/8" WIDE MIN SPALLING COMPOUND & PAINTED W/ 2 COATS r- BLUE - ILLUMINATING FACE OF CURB DIMENSION 1 DEPTH ' t ALIPHATIC POLYURETHANE TAPE (SYMBOL BLOCK to PER SITE LAYOUT PLAN 317.587.0320 FILL W /JOINT SE��LANT 4 BROOM FINISH CONCRETE o BLOCK) •� �� 4" CONC. SLAB 1 " R. RUBBED FINISH I COATING, (COLOR TO BE � j 6 18 FACE &TOP OF CURB 4 w SELECTED BY ARCHITECT). � - ALUMINUM SIGN r- " SEE DETAIL » mot• T CT). (VAN ACCESSIBLE) 1 R 09 12 TACK COAT 2" R PAVEMENT C700 PVMT. • to "' ,© ' ' ° ' • . t� ---_' #4 BARS 0 12" O.C. 1 » WASH h %Z \1, J ,,,• z / of .. , � .: • • •• , , + 12 2 3 8 O.D. 2LB. » �- Architect r % GALVANIZED PIPE POST 1 SURFACE COURSE ( #12 INDOT) ' •, >i N - = o I 2 BINDER COURSE ( #9 INDOT) , • • • , • ' •' • • • • ' • •• : ' •' ' ' •• •• NOTE: .. I '� ,•' 00 PROVIDE 1 " SLOPE AT I N 11 •'' , . : , • '-' _ • 1 • • • • • • • •• • . • • • ao LLL � • + t t • \� w � `�. � I t , , , ,t =� �• • � ,, (` �•. , • t 1 , w Pe cor Design Group • ' • • ' • • • REQUIRED AT TWO DUMPSTER POSTS 111= • ' TOP OF FOOTING IF 6" STONE BASE ( #53 INDOT) 111- `D �n 335 Ridgepoint Drive .. I . •' ' •' •' : • •• • ': • .•' WHERE NOTED. Il, t'� '•' ` NOT IN CONC. WALK _ •1 t . t . - 1 1416 ti r �, _ _ _ _ _ _ :! ! I I �1I ! ! I=! I 1 =1 I ! =1 ! I-1 I I =1 I f I 1 =1 a Carmel, Indiana 46032 11i 1 WHITE - ILLUMINATING - I I { I 1 111 =I (I =!! is ll1=) 1�� A .• GATE LATCH PIS �' . _ ' h6�, I I I I� 1-''' 24» —_ _ 317.705.7979 -I ! l- I ! =1 I I--1 I I =1 (= COMPACTED & WELL 1 -III I % ,� t CONC. FOOTING TAP (BACKGROUND} =1 � I ,. _ — — . �O #53 COMPACTED AGGREGATE BASE `� ' ''' '— GREEN �— ' C° DRAINED SUBSOIL MIN L. — _I —� I° _I I w EN I COMPACTED SUBGRADE I--III III • O 0 I • I �` TAPE (ARROW) =1((_) I =1 I • t COMPACTED BACKFILL • . 1 =III { I III =1 11= _ ,a , I II I II I I I I ' • — Engineers: ' 12 "s� X 3' fi" CONC. ' ' ' '• � g FOOTING. RECESS _ I., I I =11 1= 111 =11 III =1 I I =1 11 =1 11 =1 f! =1 I I •••1 �• 11 -1 11 -11 - - COMPACTED SUBGRADE I — — ! —I -- __ — _ FOOTING BELOW I I I� 1) I� j{ 111 III_ 1l- 111=11 CONC. WALK 4" ELEV. 4 ►► 6t1 _i � 30" DI�: 1 I II I I II i II I I— GREEN - ILLUMINATING 7r TAPE (BORDER) TYP. 12" CONCRETE PAVEMENT r25**� S TEEL BARRIER POST' K`22 HANDICAP PARKING 9 CSO SCHENKEL SHULTZ SIGN STAWDARD ASPHALT` PAVING 13 CURB AND MUTTER DETAIL o7 INTEGRAL CURB � WALE 01 NTS C700 NTS C700 NTS C700 NTS C700 NTS C700 NTS C700 2801 � � Suite 200• hWimugoiii. IN 46240 T 317.848.7800 P 317374.0457 w'ww.caobutmat In Association with: . . • 1 . . . . . . • . . • . 1 . • • . ... . . . . . . . . . 1 • . ► • . . . . • . . . . . . • . . 1 . . . . . . CENTERLINE OF LIGHT POLE 1/2" DEPTH JOINT SEALANT ON " " " " " " " " " " " " "" "'1'00 "� " " " " " " " " "" ....• ..................... ........ .......•..1,1.1..,1., APPLIED ANTI - L`ACQUIS CONSULTING APPLIED ANTI 1/2" THK. EXPANSION JOINT MATERIAL " " "..0, '••' """"""""""""""" '0•.•'•••••�. "'•�. ••, 0 , 6 ,• "••�•��1••� "••,••�••a•• SPALLING COMPOUND ENTERPRISES SPALLING COMPOUND .................. ..... ....... , , ........ • ..... . TOOLED EDGE 3' -6" '00`00""••'••• �•' 00•••0'•0" INDIANAPOLIS, LLC . . • • • . . . . • . . . . • • . . . • • , . . • . . . . . . . . . . . . . . . . . . • , . , . .•..,.•, ...,..• 011, .....,•.•. . •• •.5.'./...,. ..1• 1 " R• RUBBED FINISH 6" " e$ $$ o ' " " " " ' 0 4$ " 00 " 00 60 " " " ...... " " " " FIN. GRADE 280 East 96th Street, suite 280 "••••••••••••••••••• ••••••• ••••••••••••••••••••••• FACE & TOP OF CURB Indian Indiana 46240 ..•.•.....•...•... . ......................•...,,..1 TACK COAT (317) 706 -2076 TOOLED CONTROL JOINT "•.•.•.,.•.•.•' .••,.•.•.•.,.•.•.•.. ...... �...•..,,..•.. •,•.•N�OTE:•'•'ALLtf' STRIPES TO .....a4 ...•...,.•,.....,�.,..., PVMT. • ..... �-�•, ......... , .. , • . AI�NTED BLUE EXISTING CURB & """""""""" """' '• " "• "'B'E "4 "'P 1" SURFACE COURSE 11 INDOT _ �' PAVEMENT UNLESS .................•.... d 3" BINDER COURSE r "•...•••.•.•..... a `r ; . `...... °• ` ,� E ( #9 INDOT) w • , I , • . . 1 • . . . • • • . • , . . . . . . . 1 • . , . . , • . . . . . . . . . . . . . . a a a :, '.'. SHOWN OTHERWISE .•. ,.... ...•,.....•..........0•.. w • . a ... , .. • .... .... , .. . ... . . ........... {.�t1.•.•.•.•.1.•. _ =� - SELF LEVELING to ••..... ..... .....1..,...., •..,..,.,, ........ .................. _ °. 12 MIN . , ........ , .. ........... . ..- 6 STONE BASE ( #53 INDOT) ... • ...... .. .. • sees 1 SEALANT TOPSOIL t . . • 1 • • • • , . 1 1 1 • • 1 . . , . . . . . . . . . • . • . , • , • , • • . . • • 1 • . -- - .. . 1 • .. • • .. . • • . .. .. . .. ... .. . . . . • • , . . . . . . .� - a - .... .. ,•. �... .. 1/2 ►' PREFORMED to ' - .... . �... ..,.. ..4,. TYP. �-� MATERIAL = 1 -� - ► 4 ��- t �►- ... , ...... ... • ...3.. , ... . • .. = a1� ►► EXPANSION JT. EXTEND JT. o Q 3 PVC CONDUIT PER PLAN 0 0 0 0 " " " 0 0 0 0 " "' "' • • a • - - 6 STONE BASE (#53 INDOT i 8 R '.•.'.'.•.•....•.•. •.•.•. •.•.•.•.•.•.•.•.•••.•.•.•,•.•.• ) a TO BOTTOM OF PVMT. _ a o ......... • ... . , .. ... ; ......... 6 X 6 BOX W/ CONC. PVMT. _I I I III I ` d ,.�,.,..•,.1. BACK GROUND = _ _ -_ -_ - _ •• . -III III III 1 Ili l' .............. .... ....,..... 1 .., .•.., - too 0 of • .. , . . .. . 'at ...... 1. col_oR BLUE ,— I I 11= - -III III I " " " " "•..........•........ ......', .,'. — II —� 1I—• COMPACTED &WELL I =1lI— III = III —fIl =1 I ' —III III ,III —� I . ,III, , ' . a l ........ , ... i - I 1 :n I r 1 1-11=111 - a - ......................... ..........................•.•.. DRAINED SUBSOIL �-1 1T��T= 6C�OERT • • • • , . • • • . , • • • • 1 . , . . . ♦ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....• .................... .............1.....,.,,........ a a CONCRETE LIGHT POLE BASE T- SEE ELECTRICAL PLANS LIGHT BASE W/CONCRETE PAVEMENT • PAINTED 23 HANDICAP SYMBOL r2o_'�HEAVY DUTY ASPHALT' PAVING r14�� E XPANSION JOINT DETAIL os CONCRETE CURB DETAIL K"O 2 Project: C700 NTS C700 NTS C700 NTS C700 NTS C700 NTS BLDG. FACE 1 2" PREFORMED SEE PLAN FOR E PANSION JT. HOT ASPHALT SURFACE ( #12 INDOT) SLOPE (SEE DETAIL) 1/2" RADIUS ROUND L D T UA6 8' -0" 2' VARIES 2' SAWCUT TOOLED CONTROL JTS. 4 FIBROUS REINFORCED CONCRETE 4" CONC. SLAB TOOLED EDGE (TYP.) 1/8" WIDE, MIN. 1 PAVEMENT W /BROOM FINISH & STOOP LEVEL W/ W/ 6X6 10/10 APPLIED ANTI DEPTH CONTROL JTS. @ 10'-0" O.C. MAX. W W F W BOOM SPALLING COMPOUND 4' -0" � TACK COAT &EXP. JTS. t� 40' -0" O.C. MAX. FINISH FL. ELEV. W/ BROOM MARKETING RESOURCES APPLIED ANTI SPALLING SEE DETAIL FINISH SLOPE PER PLAN �, EX TG ASPHALT COMPOUND 08 4 BAR 20 ACORN TYP. BLACK POWDER PAVEMENT ONG @ 12 O.C. 3 8 UNC SET SCR COATED FINISH. 2� -2» ° : �� Y ,, • :, ''`' : ; ;•,. ,-�. ,,�,� 11 / " SCREWS (3® 120) 2 —g "� .; •• SEE STR PLAN ' , • z J •�, : �• TREAT W /SILICONE OR SPRAY PAINT 2 -6 co ASPHALT BASE - �'`;�:� •-�� ='`•• , • • • FOR CONTIN. '�':,'••� «. III - III -1111 All, '• •'• •• of +.�.;; �,�; ��, ..� t t NOTE. CONTROL JTS. & ►, II-1 =1 • I �=-- III -I I i= • 1 2 PREFORMED r • ..•••,.•�•� .� • s• ,4.., LOWABLE FILL BACKFILL • • .• . • • .• • .• • • • • .` • • ` • .• • • EXPANSION JTS. SPACING I-I I �' 11=1 :; ;: I I =' o0 ONE �ti s�•-� . ., ;„� �.1 MAY VARY THE DIMENSIONS E PA JT •: •..; " , _ P. w = - - - - ABOVE ARE MAXIMUM. SEE (SEE DETAIL) 6" 1 ROUND ROD W /TREADED ENDS 00 �tAY `Q °p �, `r _ --� PLANS FOR ANY VARIATIONS 4" DRAINAGE FILL '�'Y'•' w TO w w 1 cv N c� - = EITHER INDICATED OR IMPLIED. •• • HSS8 X 1 2 FILLED W C �/ IT ITT�� T I ! fT �' , CONTINUOUS TURN / W/ CONCRETE » �6� NOTE: ;� ICI m - 4 COMPACTED AGGREGATE BASE DOWN SLAB ALL 6" (1/2 WALL STEEL PIPE) ARROW TO BE PAI TED WELL COMPACTED 5 —oil � E &S MARKETING RESOURCES SOLID WHITE (TYP. 3 SIDES tt�� ° ►. MODEL SSS1 SSS2 33 EASE' ry AN STe I RELIANCE FOUNDRY #R -7593 — 53 BOLLARD # / / '� DUCTILE IRON, POWDER COAT BLACK. TCS /STREET AND TRAFFIC �� CONTROL SURROUNDS (1 PANTED ARROW DETAIL 21 CUT' PAVEMENT REPAIR DETAIL r15 4 CONCRETE PAVEMENT 09 CONCRETE STOOP DETAIL o3 CAR"ELl k ud We 66032 EXP. JOINT o SQUARE ALUM. TUBE WITH " I 1 /8 FLAT ALUM. BLACK = NTS C700 NTS C700 NTS C700 NTS �OO #4 TIES (3 ®��3 O.C.), r, POWDER COATED BACK} a 4 OTHERWISE 12 O.C. I s t� "�- ; _ E &S MARKETING RE!;OURCE 1 /8" ALUM. SIGN BLANK ►► ►: Scope Drawings: MODEL #14 -3 —SM ►POLE S AFT INSERT WITH REFLECTIVE 4 X 8 X 3 1/8") PAVERS. P �, (3" O.D. 1/8" WALL, BLACK VINYL GRAPHICS AS PER SEE PLAN FOR PATTERN. EXPANSION JT. SEE CONTROL JT. SEE These drawings indicate the general scope of the project •�• e L • POWDER COATED ALUM. NO — CARMEL D.O.T., TYPICAL in terms of architectural design concept, the dimensions of a`a (8) #8 VERTICAL REINFORCING FLUTED ROUND TUBE. 1 " SAND PAVER SETTING BED DETAIL r08 DETAIL ro the bui ►ding, the major architectural elements and the type .� of structural, mechanical and electrical systems. o '�' 1/2" DEPTH JOINT SEALANT ON The drawings do not necessarily indicate or describe all • GRADE LINE / TOOLED CONTROL JTS. 6" FIBROUS REINFORCED CONCRETE C700 C700 work required for full performance and completion of the U-) •� CONCRETE FOOTING 5, -0 TYP. 1 /2 THK. EXPANSION JOINT MATERIAL PAVEMENT W BROOM FINISH requirements of the Contract. 1/8" WIDE, MIN. W/ BROOM ..4iA • • / @ 12' -0" 0 C. ' • g p � (24 SQUARE MIN } • � 1 -1 8 DEPTH CONTROL JTS. MAX. t 1 On the basis of the general scope indicated or described, 6" 4' -0" &EXP. JTS. C�7 40'-0" O.C. MAX. •, ' ,' „ •ti the trade contractors shall furnish all items required for the _ M a 6" CONCRETE SLAB W FIBROUS APPLIED ANTI SPALLING t proper execution and completion of the work. .B SH FINISH ACROSS , , -� • • - :• SLOPE 1/4"/FOOT REINFORCING COMPOUND SEE DETAIL OS CTIO OF TRAVEL • a M M SAWCUT N . • I�! CONCRETE FOUNDATION TYP. '' •.a . C700 UNLESS NOTED 1 �-. — •..t a _ • . .:: d .• 1 i OTHERWISE Drawing Title: A d I I I ( d.- .: .:•� , �:' :a ., :.� ::' '• = 4 . • ,• ,• . • ,• ,• . • ,• • ,• ,' NOTE: CONTROL JTS. & t , 4 • a. •' . • • •'• ••.' • EXPANSION JTS. SPACING I TROWEL FI . ` /• • • • 1• • • /• • • /• MAY VARY. THE DIMENSIONS ' 111 _I I I, , I I III: — — I , ABOVE ARE MAXIMUM. SEE t t / / , t, 1 , 12A MIN I —I (I_ NOTE. SIGN SIZES, FONT AND STYLE TO MATCH THOSE INSTALLED ON MAIN WEEPH0LES ® 16" O.0 —_ — — PLANS FOR ANY VARIATIONS STREET AND NORTH RANGEUNE ROAD. FINISH TO BE BLACK POWDER COATED FILL W /CONCRETE — _ _ — = — _ = EITHER INDICATED OR IMPLIED. COLOR TO MATCH SIGNS ON MAIN STREET AND NORTH RANGELINE ROAD. 4 MIN. COMPACTED I I —) I I� I (� 11=1 11=1 I 1 =1 I I —I I 1 -1 I T E PER PLAN AGGREGATE BASE �� -��1�� � 11 � I1 � II � I� T 1111 I �! � 1111111 i �) � �I 4" COMPACTED AGGREGATE BASE 90 UNLESS-/ RUBBED FINISH TOP & FACE " COMPACTED SUBGRADE �,� OTHERWISE INDICATED OF CURB 24 MIN. R) T A L ORNAMENTAL POST DETAIL 2s SIGNAGE DETAILS 24 PAVER WALK @ DRIVEWAYS j� 16 CONCRETE PAVEt� E T ri o INTEGRAL CURB & WALK PLAN! K`04 NTS C700 NTS C700 S C700 NTS C700 NTS C700 NTS FACE OF BUILDING OR CONCRETE 2, -0„ 1/2" DEPTH JOINT SEALANT ON PAVER TYPE A 1/2 THK. EXPANSION JOINT MATERIAL 6 CONC. CUR Q W/ RUBBED FI ISH ,- TOOLED CONTROL JOINT o © 3 0 MIN. (VARIES PER PLAN) 6" 1 " RADIUS ° WEEPHOLES © EXISTING CURB & ' , ' • 3" MIN. TOPSOIL ri " ASPHALT SURFACE COURSE ° t-- -� �� PAVEMENT UNLESS • o ®° 16 O.C. TYP. _ - _ ...�. ,. '.i SHOWN OTHERWISE • , •; , ' MEET EXISTING PAVEMENT ^ a"'+.%'�•k••���. ter• .f •��.!\�� 3.�, ... .•• •• \t:.• ,.•,•, ..�•: a.,.• c .. . ,j 4 ••.♦ �• •♦ ♦' '♦ •, . % • t ♦ o o • • , • 11- I I I FILL W CONCRETE AS REQ'D - - - _- -I - L �� :.. co FOR CURB CONSTRUCTION � - - - 111 111 111 -11� =-111 1_I �1..1� . , �.• •� � I 0 - 11�- 11� -11�J1 11�11� 1L 1L - - _ - - _ 11�= 1L�1_l� I= 111= 1�.� --I = -1.1� ..::. . COORDINATE RECEPTACLE LOCATION — —� 1 I-1 11.j1 -1 I �- 1 I I I I ''� W /TREE GRATE ACCESS COVER I I —III— iu I I 1 � � l t—_ � � � WELL COMPACTED �� � �� SEE DRAWING CE900 COMPACTED AGGREGATE ` ` SUBSOIL APPROVED BACKFILL ���i 6 X 18 FIBROUS COMPACTED SUBGRADE COMPACTED SUBGRADE REINFORCED CONCRETE Issue Date Dray.m By Checked By 01/20/06 K� GS GRATE ACCESS PORT PAVER AND CONCRETE WALK SECTION 17 TAPERED CURB END DETAIL 11 CURB/PAVEPJIENT = DETAIL 05 REPAIR NTS C700 NTS C700 NTS C700 Certified By: STEEL TREE GUARD CONCRETE W /FIBROUS REINFORCING ROLLED SIDE APPLIED ANTI -SPALLING G; • }� :, • { 3 PEA GRAVEL TO TOP OF GRATE 1 /2 DEPTH JOINT SEALANT ON 4 BARS ® 12 O.C. 4 X 8 X 2 1/4" PAVER. FACE W/ BROOM COMPOUND #4 BARS C� 12" O.C. ,� < �� . � : � � `�� °.•. BOTH WAYS • 1/2" THK. EXPANSION JOINT MATERIAL 90TH WAYS SEE PLAN FOR PATTERN. 2"-0" MIN. 3 -0 ATE STEEL ANGLE FRAME W /ATTACHED / FINISH 2' 0" MIN. _ 1 RADIUS ROUND EDGE . �- COMPACTED 2`_g" REBAR CONCRETE ANCHOR. • COMPACTED = 1" SAND PAVER SETTING BED 4" CONC. SLAB `- r' AGG ( ) 2 -0 MIN. •ter' r l 4 REGATE BASE CONCRETE CURB, NEW OR 1/2" PREFORMED EXISTING CONCRETE CURB AGGREGATE BASE . EXISTING PER PLAN /. 6 -Olt 0 • • . •' + • • / /// / / ✓ / / / / / / // //i / / / / // / / / // // / /// / / / /// !/ EXP. JOINT 4v''• to �.:,. . ���.. . • ; , . �,^ �.• .' � r � , �..•} :a ' , d '• ♦ .'/��•��' w �' ���a�. vi• C• • °�OS ^�..a i t•S • °`�t •`,e '^�• 1t4 ^�•s • • • �{ • � '• ! , • � L ., •r - w •�f � ". . ;� r'9 case v�.. en• °`� ♦ c. � c st — • • �° • ' TACK COAT III III 11 ! Ill ill III III— -I 11 2' — 0" 6 III _I ( . .' •� �� � � : k_ III III_ I ,. ° ' ' ' ' .. PVMT. • „.,:,.. .1 1 11' SURFACE COURSE (# 12 INDOT) " ° III III III III 1E1 I 1=1 I WEEPHOLES 4 16 O.C. , II _ II 2" BINDER COURSE ( #9 INDOT) .11 FEI II�Ed I F_=1 ! 1=1 II STRUCTURAL SOIL PLANT I - _ MIX CONTIN OUS I I! I( I{ ! I I -)0106 -I I F�d I 1=1 I 1=1 I 1=1 I I PER PLAN I STRUCTURAL SOIL P T MIX -4" PVC CONDUIT PER PLAN '' j STRUCTURAL SOIL PLANT MIX 4" BASE COURSE 5 INDOT - _,,, -„ • ' ° ' I ;III CONTINUOUS PER P II I - —III PVC CONDUIT PER DRAWING CE900 (# ) _ - --1 -I 11 III III III 11 I i 1 C 0 NTI N U O U S PER P LAN :I 11- 111- 111-11 I� I I -I I -i (I a°• d a III I ,► 1 III o ' 4 PVC RISER __. &TURN _ w. 4 STONE BASE (#53 INDOT — W PERFORATED VENT CAP - - = - - -- - _ i / •I► Drawing ffumber. —III III _ III ! I III I — _I (#2 4" STONE BASE I N D OT) — — III :_ —_ —__ I � � � -11 I -1 T 1_1 i 1 -1 i I_ — _ _ _ 4. FILTRATION /SEPARATION FABRIC FILTRATION /SEPARATION FABRIC -, s ti _I COMPACTED & WELL 1 =111= 111 =1 11 =i 11 =111 ; i I �- OVER DRAINAGE FILL MATERIAL OVER DRAINAGE FILL MATERIAL I =► I- ► -' -1 1 -1 DRAINED SUBSOIL . ;° , • * VERIFY W /TREE GRATE 4" CORRUGATED PERFORATED 4" CORRUGATED PERFORATED ' MANUFACTURER PLASTIC PIPE PLASTIC PIPE 6 Project Number: PAVER TO CONCRETE TRANSITION GRATE AND PIT PIT WITH PAVERS TREE PIT, GRATE AND PAVER DETAILS rl8 R/W ASPHALT PAVING rl2 HANDICAP CURB RAMP (06 6 OJ NTS C700 NTS C700 2 f 5 3 8 Solos NTS FACE OF BUILDING DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR NEW OR VERIFY EXISTING. NEENAH #R -4900 SERIES DOWNSPOUT SHOES VERIFY PROPOSED CATALOG NUMBER TO FIT THE VARIOUS CONDITIONS. . �'':••.'•' CONCRETE ENCASEMENT (10#0 DEEP) CAST IRON BEND (4" DIA.) 4" X 6" INCREASING COUPLING INDIANA SEAL #156-64 SEWER MATERIAL, SIZE, & SLOPE PER DRAINAGE PLAN. DOWNSPOUT CONNECTION L c FIN. PVMT. ELEV, TOP OF SUBGRADE FOR PVMT. AGGREGATE FILTER FABRIC (TYPAR 4.0 OZ /SY OR AN APPROVED EQUAL, LAP 6" & STAPLE 4" DIA. CORRUGATED PERFORATED PLASTIC PIPE 8" COURSE AGGREGATE WELL COMPACTED SUBSOIL PAVEPOENT SUBDRAIN NTS GREATER EDGE OF PVMT., -` CURB, GUTTER OR SIMILAR STRUCTURE REGULAR BACKFILL MIN. OF 6" TOP SOIL TO ENSURE GRASS r±Dnurru 12" MIN. 8" CRUSHED STONE OR -='lid "�'j' APPROVED EQUIV. CLASS 1 =1 I 1 ��''�� 1.0•�''�''' .111.- " •' 11= 4" 1 BEDDING MATERIAL I� II HAND TAMPED OR WALKED INTO PLACE Bc GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INITIAL BACKFILL SHALL BE PLACED IN 6" TO 12" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO "BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE B BORROW BACKFILL TO 1 --0 ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL rO4N NTS C701 NTS C70' 5' OR LESS IN. OF 6" TOP SOIL /TO ENSURE GRASS GROWTH_ "" I-rl I I -i I ICI •. •• . •... . •. { i.�i , EDGE OF PVMT., -I _� X11 •• ..M)�: •.::1.:Z•' •:.' 1 11= CURB, GUTTER .III- ;, • ,, � • ,; (( OR SIMILAR •• STRUCTURE -I i I -I • • .; , ,, ; :rt � ; ' i I . • . .. .. ,, ., „ ,,,,, . 12 MIN. "B" BORROW OR EQUIV. " �'t • �� • •' '" h GRANULAR MATER'L. .;.o: COMPACTED TO 95% STD. PROCTOR DENSITY • •• ' 8" CRUSHED STONE OR ` 4 APPROVED EQUIV. CLASS 1 BEDDING MATERIAL Bc HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12 BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL rc NTS - - - -- - - C ; EDGE OF PVMT., CURB, GUTTER, OR STRUCTURE 5' OR LESS MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH 11- DEPTH OF BEDDING "1�1 = -I •. �. �•.• • �• �•. -�' MATER. BELOW PIPE elk PIPE DIA. d (MIN.) NEENAH R- 3402 -E 3 30' TO 60' 4 INLET FRAME & GRATE 6 PVMT. GRADE PVMT: f 4 REBARS @ 12" r l -1 •• 4r • f � <_= 9*C./ BOTH WAYS , ' • t 4. • • Q w.R - rra.... -III III -1 • ; -r., � t� i . vs>.. ABTEC H ULTRA- F . =111E I ' ' URBAN FILTER. SEE :. DETAIL 03 /C 107 • • 4 • ' _ I- 00 Ui W a'' � ' °, • . , • � 11-111 • �' � �� '•• i- •''' ' I� \\-1/2" 24" SQ. MESH GA' ` ARD-- WARE CLOTH VARMENT 36" SQ. STOP @ SUBDRAIN FILL W/ CONCRETE & WARP TO MEET INVERTS NOTE: CONTRACTOR'S OPTION: PRECAST W/ SAME REINFORCING. (INDOT TYPE "M") CUTTER INLET DETAIL. 08 NTS FACE OF BUILDING DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR NEW OR VERIFY EXISTING. NEENAH #R -4900 SERIES DOWNSPOUT SHOES VERIFY PROPOSED CATALOG NUMBER TO FIT THE VARIOUS CONDITIONS. . �'':••.'•' CONCRETE ENCASEMENT (10#0 DEEP) CAST IRON BEND (4" DIA.) 4" X 6" INCREASING COUPLING INDIANA SEAL #156-64 SEWER MATERIAL, SIZE, & SLOPE PER DRAINAGE PLAN. DOWNSPOUT CONNECTION L c FIN. PVMT. ELEV, TOP OF SUBGRADE FOR PVMT. AGGREGATE FILTER FABRIC (TYPAR 4.0 OZ /SY OR AN APPROVED EQUAL, LAP 6" & STAPLE 4" DIA. CORRUGATED PERFORATED PLASTIC PIPE 8" COURSE AGGREGATE WELL COMPACTED SUBSOIL PAVEPOENT SUBDRAIN NTS GREATER EDGE OF PVMT., -` CURB, GUTTER OR SIMILAR STRUCTURE REGULAR BACKFILL MIN. OF 6" TOP SOIL TO ENSURE GRASS r±Dnurru 12" MIN. 8" CRUSHED STONE OR -='lid "�'j' APPROVED EQUIV. CLASS 1 =1 I 1 ��''�� 1.0•�''�''' .111.- " •' 11= 4" 1 BEDDING MATERIAL I� II HAND TAMPED OR WALKED INTO PLACE Bc GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INITIAL BACKFILL SHALL BE PLACED IN 6" TO 12" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO "BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE B BORROW BACKFILL TO 1 --0 ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL rO4N NTS C701 NTS C70' 5' OR LESS IN. OF 6" TOP SOIL /TO ENSURE GRASS GROWTH_ "" I-rl I I -i I ICI •. •• . •... . •. { i.�i , EDGE OF PVMT., -I _� X11 •• ..M)�: •.::1.:Z•' •:.' 1 11= CURB, GUTTER .III- ;, • ,, � • ,; (( OR SIMILAR •• STRUCTURE -I i I -I • • .; , ,, ; :rt � ; ' i I . • . .. .. ,, ., „ ,,,,, . 12 MIN. "B" BORROW OR EQUIV. " �'t • �� • •' '" h GRANULAR MATER'L. .;.o: COMPACTED TO 95% STD. PROCTOR DENSITY • •• ' 8" CRUSHED STONE OR ` 4 APPROVED EQUIV. CLASS 1 BEDDING MATERIAL Bc HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12 BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL rc NTS - - - -- - - C ; EDGE OF PVMT., CURB, GUTTER, OR STRUCTURE 5' OR LESS MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH 11- DEPTH OF BEDDING "1�1 = -I •. �. �•.• • �• �•. -�' MATER. BELOW PIPE elk PIPE DIA. d (MIN.) 27' 8 SMALLER 3 30' TO 60' 4 66' S LARGER 6 1' -0' =1-111I1I 'w'Jkr���J� , GULAR BACKFILL UNLESS _ + ;� y�r UNDER PAVEMENT. Bc 1; ;' �'� "B" BORROW OR EQUIV. GRANULAR MATER'L. d ►.''� r`"•M lies COMPACTED TO 95% - - - II • ' STD. PROCTOR DENSITY ,I- Q Bc Q WITHIN 5 OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE PLACED IN 6" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W B �� BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCPT BEDDING & BACKFILL r06 NTS GREATER THAN 5' EDGE OF PVMT., I: CURB, GUTTER II: OR SIMILAR -_ STRUCTURE 1/6 Bc d 25 'Bd _ ' =111 .. •t = .•. � •• . MIN . , so so 0 I -III ' ,' '•.. •• •'•'.ti ''•'• r"': of •• MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH DEPTH OF BEDDING tllli, MATER_ RFIOW PIPE PIPE DIA. d (MIN.) 27. 8 SMALLER 3 30' TO 60' 4 66' &LARGER 6 REGULAR BACKFILL "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% STD. PROCTOR DENSITY Bc GREATER THAN 5'__-FROM EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE PLACED IN 6" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE °B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP BEDDING & BACKFILL NTS NOTES: ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM REGULATIONS AIR PRESSURE ACCEPTANCE TEST 1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F -1417 SPECIFICATIONS. 2) THE CONTRACTOR SHALL PUNISH ALL EQUIPMENT, MATERIALS LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CITY PERSONNEL. 3) TEST METHOD: A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE. THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 psig SHALL BE MEASURED USING A STOP WATCH. IF THE TIME EXCEEDS THE TIME DETERMINED FROM ASTM F -1417, THE SECTION FAILS. B) MANHOLES -AIR TEST IN ACCORDANCE WITH ASTM C1244 -93 STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE TEST (VACUUM). FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONNEL. 2) TESTS PRESSURE SHALL BE 100 PSI OR 150 OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 gal /in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr. DEFLECTION TEST OF PVC SEWER PIPE 1) VERTICAL RING DEFLECTION- BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8- INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5% OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3) EQUIPMENT- TESTING SHALL BE GO -NO -GO PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE WITH EACH GAGE. 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. CONCRETE SPECIFICATIONS 1) MATERIALS A) CEMENT: ASTM C150 TYPE I OR II B) AGGREGATE: ASTM C33 C) ADMIXTURES: 1. AIR ENTRAINING: ASTM C260 2. FIBER: AASHTO M213. 3. PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATES, OR ADMIXTURES CONTAINING MORE THAN 0.05 CHLORIDE IONS ARE NOT PERMITTED. D) CLASS A CONCRETE SHALL BE AS FOLLOWS: 28 -DAY COMPRESSIVE STRENGTH (PSI)....... 3500 MAXIMUM WATER /CEMENT RATIO .................... 0.45 MINIMUM CEMENT CONTENT (POUNDS/CY) .... 564 SLUMP ( INCHES) ............. ............................... 2 -4 AIR CONTENT ................... ............................... 6.0% E) PREMOLDED JOINT FILLER: ASPHALT TYPE IN CONFORMANCE WITH ASTM D994. W.R. MEADOWS SEALTIGHT, OR EQUAL. F) REINFORCING BARS: ASTM A615 OR ASTM A616, GRADE 60. z w 0 i •' 1 ,Q d ••d • A. . a 4" SIR II 1 i SEWER MATERIAL &SLOPE AFtER''=TIT_ BEND AS SHOWN ON PLAN CLEANOUT DETAIL NTS TOP OF CONCRET 6" MIN. DROP SIZE AS SHOWN CLASS 'B' CONCRE OR PRECAST DROP R -1976 INSPECTION FRAME W/ BOLTED LID i-- TROWELED FINISH FINISH GRADE CLEANOUT CONC. ENCASEMENT PVC PIPE PVC BEND �-- INVERT ELEV. WATERTIGHT FLEXIBLE JOINT MASONRY DAM INV. ELEV. AS SHOWN ON THE PLANS SANITARY MANHOLE DROP, MS Omer: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepoint Drive Cannel, Indiana 46032 317.705.7979 Engineers: I CSO SCHENKEL SHULTZ 280 Bast 96th Strew, Suioc 200. h d=apobs. IN 46240 T 317.848.7800 F 317374.0437 www- caofaonot In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOIYERT Project: CAPS A ' L P AS 33 EAST ��AIC, %Si. CAIMLML, 91N. 60032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe oil work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work. Drawing Title: iT Revisions: Issue Date Drar��� By Checked By o��zo�os ���� GS Gs Issue Date Dram By Checked By 01/20/06 KM Certified By: 6. c d lj 6 Drawing Number: Protect Number: Fla t Slab To, MH Riser - ASTM C47 t/a ter L it1M a a � See NO t .a Wa ter ti g a Flexible a • a Join is a #412 EW JE Valy N u� ° r, � N 00 SIZE 'W' 'U'xx 'T' 6' 2' -6' 2' -0' 4' 8' 8` -6' 2' -1' 4' 10' 2' -6' 2' -3' 4' 12' 2.1-91f 2' -5' 4' 15' 3' -0' 2' -8' 5' 18' 3' -6' 3' -0' 5' 21' 3' -11' 3' -4' 6' 24' 4' -3' 3' -8' 6' 27' 5' - -6' 3' -1111 6' 30' 5' - -9' 4' -4' 6' 36' 6' -3' 5--2-' 6' 42' 6' -11' Sepera Lion L7f 24" 8' 48' 7' -4' 'W' or 'U' A t 9' 54' 8' -0' 4) 1?' And Larger Lines 9' 60' 8' -6' Require A Swing Joint A t to c E y. 66r 9 %14' To Corpora Lion Stop 911 72' 9' -8' 11' 10' 78' 10' -3' 17' 10' MH Frame And Cover Neenah R -1642 Or Equal For Wa ter tigh t Installations Neenah R -1916 -F Or Equal 'WA TER' Cast In Cover 110= 00 0 0 AdJus tin g Rings 8 Mln, 12 ' Max, 112 Cemen t Pl a s ter 0 Ga to Va 1 ve Concre to Blocking As Required P'-O' Min, Cost-In Place Concrete Base Manhole Diane ter Shall Be A MinInum Of 4' -0~ The Designer Shall Specify An Adequate Diameter To Acconoda to The Valve And Voter Main Size. 1' -0' Minimum — Undls turbed Gro Exis t/ng Pa vemen t, S" Cut Stralgh t Edge Special Ba ckflll Under Pa vemen t, Drives, Wa iks Dr Where Ordered Tamped In 6' L a yers Speclo l Ba ckf ill Shall Con fora To INDDT 211,02b TRENCH SCHEDULE Undisturbed Ear Xx Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6' -15' And ASTM F -679 Wall Thickness Class T-1 For 18' -36, For Other Flexible Plpes, Mlnlmum Trench Width 'U' Shall Meet Manufacturer's Requlremen ts, 1 Match Exis tIng Pa venen t Ma terlo 1 And Thickness RESTRAIN TABLE Approved Exca va ted Ma terla 1 In Unpaved 6' Va ! ve Box � Areas Unless Dtherwlse Directed • � I No tel Under Exls ting Sewers, Voter L lees, � QJ � Gas Llnes, Telephone Cable And In Each Direction El ec trlca l Condul ts, Ba ckflll With Line io Granular Bedding Ma terla 1 To The Shall Be Direct Tap Unless Cen terilne Of The ExIs t/ng Utlll ty Test Pressure 6 Ga to a Lines, Degree J 4 1 � Curb Stop For Flexlble Plpe With Solld Dr ProFlle Wa Block Brand And Approved B Granular Bedding Material Shall Be Placed Of Bend 6' And Hand To aped In 6' L a yers To A MInIn Corpora tlon Df 1' -0' Above Plpe, 20' 4 °4 4444 4 4 o o a4 4 4 4 44 4 //� Bed Plpe In Spec/Fled Granular 90" Tees ° ° ° ° ° ° ° Bedading Ma terla l Hand Tamped In Z 6' L a yers To Plpe Cen terllne Sepera Lion L7f 24" Double Strap Bedding Ma terlo 1 Shall Conform 'W' or 'U' A t To INBUT 903.02, Size No. 8 & Plugs Top Of Plpe 4) 1?' And Larger Lines 42' 50' X Note, 'W' Is The Maximum Wldth For Rlgld Plpes, Require A Swing Joint A t to c E Length - Varies 'U' Is The MlnInum Wldth For Flexible P/PJMC 95' To Corpora Lion Stop In Accordance WI th AS TM B-2321, TRENCH DETAIL FOR SEWER AND WATER MAINS NTS 1._Qp Saw Cut Hole In Existing Sewer; Install New Pipe Not Protruding Into Existing Sewer; Encase Connection In Concrete Collar As Shown; Backfill Carefully, P Bedding Con f orming To SOT 903, 02, Size No. 8 L(u.» 1-1 L,L/r /(_r C GC Collar N u7 V) u7 U O N u7 O Ul M O N U O Curb Box With Cove QJ RESTRAIN TABLE o 6' Va ! ve Box � JI • � I mss° Posi cap � QJ � N ©TE, 1) 10 Or Smaller Service In Each Direction 0 Line Shall Be Direct Tap Unless Based On 150 PSI Test Pressure 6 Ga to a Approved By Carmel Util i ties, Degree J 4 1 2 Corporation Stop Shall B Curb Stop Concre to Block Brand And Approved B Q 4 a Of Bend 6' ,Model Carmel Utilities. Corpora tlon Stop 20' 3) Service Line Tap Shall Be Mueller H- 15008, Or Equal 90" Tees Installed With A Min, Horz, Wa ter Main One 8 "x8'x16' Solid Sepera Lion L7f 24" Double Strap i Ser vice Sa ddl e* & Plugs 27' 4) 1?' And Larger Lines 42' 50' 58' Require A Swing Joint A t to c E Length - Varies 1 ' 95' To Corpora Lion Stop 450 weri f'y) 9' 11' QJ i J -J L ' s Qi O opper Service Line T Service Saddle May Be Omitted For Services 1' And Smaller And Direct Taps Made To Duc tl e Iron Pipe, Cl a ss 52 Or Greater, (Verify With Owner For Pressure Class DIP,) Restrained Joints Shall Be Mecho mica l Joint With Retainer Glands, US Pipe TR Flex Joint System,, US Pipe Field L Oil Gasket System., Or Equa 1, NOTE. THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. IN ° LO co O �:: N U O N O u7 O O � N UO �- Mueller Cen turion A -423, Or Equa I Painted 'Safety Yellow' I t TT 3 PRESSURE PIPE JOINT RESTRAIN TABLE 6' Va ! ve Box � Min, � � Length Of Pipe To Be Restrained .QJ QJ . In Each Direction From ? OF Bend Based On 150 PSI Test Pressure 6 Ga to a a Degree J 4 1 1 ' -0" Min. Q a Q O O Q Q 4 a Of Bend 6' 8' 10' 12' 14' 16' 18" 20' 24 " 30" 90" Tees INDD T 903, 02, Sfze No, 8 (� O One 8 "x8'x16' Solid Conc, Block Dr 6 Min, i i1ength And Fittings B & Plugs 27' 35' 42' 50' 58' 65' 73' 80' 95' 1 15' 450 7' 9' 11' 13' 15' To 6' 45° Bend, Main Water Line Shall Be 17' 19' 21' 24' 29' 22-112,0 3' 4' 5' 6' 7' 3, Hydrants Shall Be Set At 500' Max, Horizontal C 8' 9' 10' 12' 14' 11 -1/4 ° 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' 71 Restrained Joints Shall Be Mecho mica l Joint With Retainer Glands, US Pipe TR Flex Joint System,, US Pipe Field L Oil Gasket System., Or Equa 1, NOTE. THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. IN ° LO co O �:: N U O N O u7 O O � N UO �- Mueller Cen turion A -423, Or Equa I Painted 'Safety Yellow' I t TT 3 3' -00 6' Va ! ve Box � Min, � � � .QJ QJ . v Posf cap 6 Ga to a a Va ! ve Q J J 4 1 1 ' -0" Min. Q a Q O O Q Q 4 a a 4 B Bedding Ma teria t Conforming To Voter Main 44 O O 4 J D D a I INDD T 903, 02, Sfze No, 8 (� O One 8 "x8'x16' Solid Conc, Block Dr 6 Min, Hydrant t Asser��� i1ength And Fittings B Base On Undisturbed As Required r round, No tes, 1, At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45° Angle Up wards And Connected To 6' 45° Bend, Main Water Line Shall Be Lowered To Pro vide Suf ficien -t Cover As Specified. 2, All Joints Shall Be Restrained Except In Run Of' Tee, 3, Hydrants Shall Be Set At 500' Max, Horizontal C CITY O C Tl TLE: _4 5J -a1P Q, QJ Pa vem en t I I Select Exca va to d Ma ter/01 Or S 1 Bo ck f'11I Hand To aped In 6' L a yers . .', � �. ••..• � �. •� ...•.• •�•�`•�.• �•' ' ��, �•• •'• 1111 •' �' �' �• � �'• '• • Appro ved Exca va ted Na teria I Unless Other wise Directed Note. Select Exca va ted Mo teria l Er Special Ba ckfill Shall Be Placed Under All Pa vemen is And Within The L l'nl is Shown Above, Special Ba ckfill Shall Conform To INDET 211,02b Select Exca va ted Ma teria l Shall Be Approved By Engineer, Oviner: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepoint Drive Carmel, Indiana 46032• 317.705.7979 Engineers: 00_�_ 0z CSO SCHENKEL SHULTZ zao &W sOk Stvct, Sufte zoo, mom.. IN 46240 T 317.848.7800 F 317.574.0457 www.c+oftwzd In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: (DLD TiU S u OPS OF C A pn"ASE '' 33 EAST t'/fdIAItV STs CARr,\,,fl,EL, 9W. 66032 1 Scope DravAngs: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe oil work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. mod I � Drawing Title: � I T E DETA L6rf Revisions: Issue Date Dram By Checked By 01/20/06 Kh1 GS Certified By: 4- � r � ���.. 1 , a;� l i i l "• gab •� � '� • �.:: ,1111:; �.; Drawing Number: Project Number: P=V5369 it Certified By: 4- � r � ���.. 1 , a;� l i i l "• gab •� � '� • �.:: ,1111:; �.; Drawing Number: Project Number: P=V5369 it z Q i x i M Ld U, U CT �3 Q N I t� O �f' o �• 0 00 N '. . I 0 Z �- Q w 0 Ld 0 � N � w M Cam. , w 0) >1 V MJ Lam! .. >•� 1 U -_J 0 w n 0) m Of C0 (I� 0 ♦ 0 0_ V) w M V) 0 I 0 o n _0 M LLJ w z U Li 0 Q) U x t� w U Q C_ � N U I N � �o� 00 ff-) E N _ 0 Q) U w 0 C N . :� 0 * >� Z m U Q) -0-0 •o 0 N I D o 0 -4--a cn >, V/ 1 1 C� 6" PERFORATED HDPE TO DRAIN BEDDING PIPES ._._ _ . CONNECT TO MANHOLE UPSTREAM OF ORIFICE /WEIR L110 r-1I &= SCALE: 1 "=-10' HDPE PIPE, JOINTS AND FITTINGS HIGH DENSITY POLYETHYLENE PIPE (HDPE),, 12" — 48" ONLY; CORRUGATED HDPE SHALL CONFORM TO AASHTO M294, TYPE S AND SP. RIBBED HDPE SHALL CONFORM TO ASTM F894 FOR THE SPECIFIED SIZES. SMOOTHWALL HDPE SHALL CONFORM TO ASTM F714 FOR THE SPECIFIED SIZES. HDPE PIPE JOINTS SHALL BE COMPRESSION TYPE, GASKETED, FLEXIBLE JOINTS OR BUTT HEAT FUSION JOINTS. HDPE PIPES SHALL POSSESS A MALE AND FEMALE PIPE END WHICH ALLOWS THE CONSTRUCTION OF OVERLAPPING, GASKETED PIPE JOINTS IN CONFORMANCE WITH ASTM D3212. FOR THESE COMPRESSION TYPE, GASKETED, FLEXIBLE JOINTS, THE GASKET INSIDE THE MACHINED GROOVE ON THE PIPE SPIGOT SHALL BE COMPRESSED RADIALLY IN THE PIPE FORMING A WATERTIGHT SEAL. THE GASKET MATERIAL SHALL CONFORM TO ASTM F477. BUTT HEAT FUSION JOINTS SHALL CONFORM TO ASTM D3261. HDPE FITTINGS SHALL COMPLY WITH GENERAL PROVISIONS FOUND IN AASHTO M252 AND AASHTO M294. FITTINGS SHALL BE HIGH MOLECULAR WEIGHT HDPE AND SHALL MEET THE REQUIREMENTS OF ASTM D3350, CELL CLASS PE 334433C. 2, —o" a' Q. d , .•' e N A 2 - #3 REINF. BAR RINGS CLEA'1`-M'0UT PLAN NO SCALE EXISTING 12" RCP PROPOSED 12" RCP 6" GRAVEL BEDDING — n n INV. 829.70 '__E INV. 830.33 6" MIN. INV. 830.70 \7 6 "PERFORATED FILTER FABRIC, INV. 830.25 HDPE TO DRAIN NON -WOVEN BEDDING 6" HDPE #8 STONE BED SHALL BE WRAPPED IN NON -WOVEN FILTER FABRIC PER AASHTO M288 CLASS 2. UNDERGROUIMU DETENTIOM SYSTEM NOT TO SCALE CONNECT SECURELY TO WALLS AND FLOOR OF MANHOLE / \ 48.5" 1Z 5.76 PLATE THICKNESS = 1/2" MIN. CONTRACTOR MAY USE 4" THICK CONCRETE AS AN ALTERNATE MATERIAL FOR ORIFICE /WEIR. CONTRACTOR SHALL SUBMIT ORIFICE CONNECTION DETAILS TO OWNERS REPRESENTATIVE FOR APPROVAL, AmA STAINLESS STEEL ORIFICE/WEIR NOT TO SCALE (:N 0 0 20 40 60 GRAPHIC SCALE IN FEET LEeEND SYMBOL DESCRIPTION O EXTEND EXISTING RCP HOLEY MOLEY -SAYS, "DON'T DIG BLINDrr 1- 800-382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF NDIANA Owner: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepaint Drive Carmel, Indiana 46032 317.705.7979 Er CSO SCHENKEL SHULTZ 280 Ea x 96th Street. Suite 200. ladianz Is. IN 46240 T 317.949.79M r 31 7.574.0957 wwwxwincm t In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 961h Street, Suite 260 LLL Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: 33 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicote the general scope of the project in terms of architectural design concept, the dimensions of the bu;id+'ng, the major architectural elements and the type of structural, mechanical and electricol systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish ail items required for the proper execution and completion . of the work. Drawing Title: Revisions: By C BELOW PAVEMENT SUBGRADE AND ABOVE DETENTION AREA, SB R RES PLACE GRANULAR, WELL- GRADED SOIL /AGGREGATE MIXTURE, LESS THAN 35% FINES, COMPACT IN 6" LIFTS TO 95% PROCTOR DENSITY, HEAVY DUTY FRAMES AND COVERS. NEENAH R1878 -B7L OR EQUAL (TWO ACCESS POINTS) PROPOSED CASTING TO BE HEAVY DUTY NEENAH R -1976 OR APPROVED RIM 836.55 PAVEMENT EQUAL. PLACE CASTING IN REINF. CONC. PAD, 8" THICK. 835.60 SURFACE OVERFLOW / ELEV. 833.73 OVERFLOW 30" TOP OF WEIR'/ INSTALL CLEANOUT ON EACH PIPE, / 60 „ SQUARE MANHOLE 6” SOLID WALL HDPE N -12, j 30 30" 12" MIN. 6" MIN. NO BENDS. / CONNECT SECURELY ORIFICE /WEIR C I _ �, ��,�, o 0 0 o a o 0 o TO WALLS AND FLOOR 12" MIN. OF MANHOLE CONNECT TO 0 0 EXISTING RCP -...� 3 -30 PERFORATED o #8 WASHED STONE �, N -12 HDPE PER INDOT SPEC. 9.70 / o ° ELEV. 82 T 0 STORM ( 18 HDPE DRAIN MH ` o 0 0 0 0 0 0 0 0 0 0 0 0 IN ALLEY I C EXISTING 12" RCP PROPOSED 12" RCP 6" GRAVEL BEDDING — n n INV. 829.70 '__E INV. 830.33 6" MIN. INV. 830.70 \7 6 "PERFORATED FILTER FABRIC, INV. 830.25 HDPE TO DRAIN NON -WOVEN BEDDING 6" HDPE #8 STONE BED SHALL BE WRAPPED IN NON -WOVEN FILTER FABRIC PER AASHTO M288 CLASS 2. UNDERGROUIMU DETENTIOM SYSTEM NOT TO SCALE CONNECT SECURELY TO WALLS AND FLOOR OF MANHOLE / \ 48.5" 1Z 5.76 PLATE THICKNESS = 1/2" MIN. CONTRACTOR MAY USE 4" THICK CONCRETE AS AN ALTERNATE MATERIAL FOR ORIFICE /WEIR. CONTRACTOR SHALL SUBMIT ORIFICE CONNECTION DETAILS TO OWNERS REPRESENTATIVE FOR APPROVAL, AmA STAINLESS STEEL ORIFICE/WEIR NOT TO SCALE (:N 0 0 20 40 60 GRAPHIC SCALE IN FEET LEeEND SYMBOL DESCRIPTION O EXTEND EXISTING RCP HOLEY MOLEY -SAYS, "DON'T DIG BLINDrr 1- 800-382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF NDIANA Owner: Pedcor Residential, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 Architect Pedcor Design Group 335 Ridgepaint Drive Carmel, Indiana 46032 317.705.7979 Er CSO SCHENKEL SHULTZ 280 Ea x 96th Street. Suite 200. ladianz Is. IN 46240 T 317.949.79M r 31 7.574.0957 wwwxwincm t In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 961h Street, Suite 260 LLL Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: 33 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicote the general scope of the project in terms of architectural design concept, the dimensions of the bu;id+'ng, the major architectural elements and the type of structural, mechanical and electricol systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish ail items required for the proper execution and completion . of the work. Drawing Title: Revisions: Issue Date D By C Checked By 1/11/06 S SB R RES Issue Date Drawn lO1ilU11 t couw .J1 Drawing Number: Project Number: 25389 I LIGHT FIXTURE SCHEDULE. TYPE MANUFACTURER NO. OF LAMPS LAMP TYPE VOLTS MOUNTING DESCRIPTION 'P' LUMINAIRE- SPRING CITY #SCLEX118- 35- 175MH -V- CARMEL BLACK. AMP 15 FT. FLUTED STEEL POLE - WITH DECORATIVE CAST IRON BASE. 0 POLE - VALMONT #FL21O-60O/GV/H-AB-C-CARMEL BLACK 1 WATT 12 0 POLE REFRACTIVE POLYCARBONATE GLOBE WITH FINIAL BASE - SPRING CITY #WA- 18 -CA- WRAP - CARMEL BLACK ETA META L HALIDE 3 FUSE SEE BASE DETAIL D2 ON THE DRAWING. 'S' LUMINAIRE- SPRING CITY #WA11-175-MH-REF-120-111-BK-CARMEL BLACK. CIR. POLE I TRIP I -LITE 15 FT. FLUTED STEEL POLE, 7.5" AT BOTTOM WITH HANDHOLE 12" HEAT POLE- VALMONT #FL210-7,'.5-12F-GP/FP-AB-CARMEL BLACK 1 175 WATT 1 0 2 POLE ABOVE BASE. 18" SLIP FIT BASE TO FIT 7.5" POLE AT 7.46 ". CIRCA BASE - SPRING CITY WA- 18 -7.5 -SLIP- CARMEL BLACK PHASE 1 LIGHTS CONT. 1 METAL HALIDE ETA 1 20 PAINTED BLACK PLAM MOTEQu Q EXISTING LIGHT POLE TO BE REMOVED AND RE- INSTALLED ON NEW BASE WHERE SHOWN. CLEAN INTERIOR /EXTERIOR OF GLOBE. PROTECT POLE AND BASE FROM DAMAGE AND TOUCH -UP PAINT ANY NEW OR EXISTING DAMAGE. SEE DETAIL D2 ON THIS DRAWING. Q PROVIDE WEATHERPROOF GFCI RECEPTACLE WITHIN TREE GRATE WELL. SEE DETAIL D1 ON THIS DRAWING. 3O EXISTING LIGHT POLE TO REMAIN. REVISE UNDERGROUND FEED AS REQUIRED TO EXTEND TO RELOCATED POLES AS SHOWN. :�EMEnAL MOTEQ"�--an 1. DRAWINGS ARE DIAGRAMMATIC. ALL DIMENSIONS SHOWN ARE APPROXIMATE. ALL LOCATIONS SHALL BE FIELD VERIFIED. 2. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE - LATEST EDITION ADOPTED BY INDIANA, THE INDIANA ELECTRICAL CODE AMMENDMENTS, LOCAL /MUNICIPAL CODES, AND THE AUTHORITY HAVING JURISDICTION, 3. ALL CONDUIT PENETRATIONS SHALL BE SEALED WITH APPROPRIATE CONDUIT SEALING MATERIAL. 4. ALL CABLE SIZES SHALL UTILIZE COPPER CONDUCTORS. 5. EACH SINGLE PHASE BRANCH CIRCUIT CONDUCTOR SHALL HAVE A DEDICATED NEUTRAL BACK TO THE PANELBOARD. 6. THE CONTRACTOR IS RESPONSIBLE FOR &L UNDERGROUND CONDUIT ROUTING. ALL UNDERGROUND ROUTING SHALL BE IN CITY OF CARMEL PROPERTY OR UTIUT� EASEMENT WHERE ALLOWED BY CINERGY. UNDERGROUND ROUTING SHOWN ON THIS DRAWING IS DIAGRAMMATIC ONLY AND NOT TO BE USED FOR LOCATION PURPOSES. ANY UNDERGROUND ROUTING NOT REVIEWED AND APPROVED BY CINERGY AND THE CITY OF CARMEL SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY CORRECTIONS TO LOCATIONS OF UNDERGROUND ROUTING SHALL BE BORNE BY THE CONTRACTOR, PANELBOARD SCHEDULE > > A Ch.-.zctd By MAIN BRCH Z NORMAL ❑ EQUIPMENT O LIFE SAFETY ❑EMERGENCY PROJECT N0. # 11 DOUBLE LUGS ❑FLUSH Z SURFACE SE RATED NEMA 4X STAINLESS STEEL MLO AMP VOLT 1240/120 0 W 1 C.B. ❑ DOUBLE SECTION REMARKS: 10 KAIC 100 1 3 FUSE DESCRIPTION CIR. POLE I TRIP I -LITE JEQUIP. HEAT 1 0 1 A/C I IP I F I TRIP I CIRCA DESCRIPTION PHASE 1 LIGHTS CONT. 1 1 1 20 A A 1 20 2 PHASE 2 LIGHTS CONT. 1 PHASE 1 TREE GRATE RECEPTS 3 1 20 B B 1 20 4 PHASE 2 TREE GRATE RECEPTS LIGHTS -SOUTH LOT 5 1 20 A A 1 - 6 SPACE LIGHTS -NORTH LOT 7 1 20 B B t - 8 SPACE SPACE 9 1 - A A 1 - 10 SPACE SPACE 11 1 - B B 1 - 12 SPACE SPACE 13 1 - A A 1 - 14 SPACE SPACE 15 1 - B B 1 - 16 SPACE SPACE 17 1 - A A 1 - 18 1 SPACE COMP INPUT'S TOTALS IN KVA WIRE SIZE: IFEEDER LENGTH: DEMAND IN DECIMALS PANEL FED FROM: SEE RISER NEW LIGHT POLE TYPE 'S CIRCUITS A -1 & A -3 TO PARCEL 13 LIGHT =.."..:. POLES AND TREE f GRATE RECEPTACLES �•U° M` { fit, __.r.,,..., .s: ;"r.�...�.�;.r.. =••..: Y E# 1 ! Y 2 r a� F z i i Fr r 3't ,,,yt 4 , , ;• i, l.s rt ,;u •r..,�.....,. �Y w �''e. .•''� �' s ":� -;,., rte• r} �•` r 4 ,, tl `a� °136 AM' -VEHICL��BASE 'eN•s` Z 2.i isi •'r- :'i;•" °>''ti rJ ti.,� �, s.�,�....C• •'•'�•tri`��.. -... p :W^ __�`t,. y \. 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' ....r <. ,....., .✓... .".c r. .....,......._„ ..a lMwr: t•1•r .w••r. °w,�•�r.�:. ... ,..,.......•r..rar.•...,....... d r � '_• 3#2 1 1 4 "RGS WITH TRANSITION TO 1 1/4 PVC BELOW GRADE TO SERVICE I 4#4b, #12G.0 _ _ # .DIRECTED.. +BY�...CLNE GY�,�_ - �Y- 0 U.RC.B_ ASr� .S -�� S J, ,, : _..f,,.,.,,r... >vr,..- a.J,n.. ..mow.,- 7 J• ~'� ^:^�. ♦�l•.,,t'J,r nJ >'•' 1, l\ - .. '"r `P0N51B1E COORDINATION OF CINERGY R EM N -i �' +J,1� �:,i�o ,w.. 5l ,� '`�iI � / S� •'d Y•_'✓^'r,, +fw�Y•'t'.,r j ..jf, w.�ry.. �..,, r. ,.R:.,: - °� ri ..r, -• ^" "mss-,, r ALL COSTS,. ASSO.CIATEQ WITH, BRINGING �3r A Y; ; 2 �. / 't , ERilCE .,TO THE PANEL LO►TIQN SHALL. ,y 1i�. ? t / ' i 3 /r.0 -�� !' �• �l w - �A �w•,.� /��An�+• 1 k r 'OE INCLUDED IN -:THE ."CONTRACTOR SR BID , fv ..�... +,_✓.aJ t: ".,., +.,...., .... is `? [ �`` i :•tt 4 1 r,.,,tir ♦ ,. ^ <•y - � / :t � �.. rr.,a ✓✓r,..NJ� , ,n... i-eY �..w<,n „•.,v „•,....,,._ � C � I C / - � t" l,r �l �r,.i. '��t ., , c t '3, 7t�r....r..,�. .,.--,•; Ivst �. _r•`r .r ��1 t v,:, y METER CABINET, PHOTOCELL, AN PANES 'A' z : r •..n .... AS ",.�SHC� N�..,�N:: DET 'D�3:�..:ON ::DWG. rE1 ao , >> f EXCEPT TO BE MOUNTED ON DUMPSTER } ENCLOSURE WALL Jr )� J 1 i ' '•; f d� n'•Y 2#10 # 12G•9 Y,r.:• 1 `► C n �� J { it ' V'" �' �i• '�• �' l !' �( 1t �l +r r'���r • o...a'�J f i _ j; ,•�~• ,_ � .. �'o,�• .r� ?` �� I:" Ae�' �!� �>'ru. � .L•!M}L.....•s.• <i+ -'r ,,t ., ? 41 F .7l J .i•, t< <in., � !•'l mod.' ,. !/' , f' ! ' • "1'. :r•• z f 1 rh t t i [ ', �a ; "` 1r - - ♦,+3 ,u \� Nr: •. \:`;�;` ✓�. �tl.`M,.!,c.�.'i <:. 4 �.`4, I�.ww-a. .•4<w, �,Ki, �rN..I„lV ". � i 1. � Y.J,,.v. ' -h,.. NE�j wIi UGHT` POLE TYPE P' r fl i ,f TYPE #P$ �r,fF.s 36" AFG VEHIC ' BASE f f 36 AFG VEt �CLE BASE ,J,.w ✓,h• .� ✓. ?, f r' i � j � } �, a�-• ��•- �r- �• �.�- aw••��.-- T•�s.r��- .� /� -�• -- Ali- �•���rr t ✓- a !_ i \.n.,,✓. f' � ,i�J 7� J! ,j!' e � a .rr� � '�i'y r..a.,., t r...a.,...,w% s 5 t 1 :Y f `, or j :..5'•f i�yt 1 •, .' • a f' 2 ` r� n rr r" vw^,. r.: wwn-. a,: r. ...,= a......«✓J.,r,.......,,+wi E � i ' - >, <r... «, n. v.,or.�..r....r,...:..w -, .r...r: -Zl5 '; `^ r,E ;lr� s NOTES: 1. SEE CML DRAWINGS FOR THE REMOVAL /DISCONNECTION OF (3) EXISTING LIGHT POLE, AND ASSOCIATED BASE. LE�`�� Tnn CAL TE LDfD- LAM C } t l Y �sk. 3 r 5 1 ( s c r t , ;t t i Z j t I LIGHT POLE E s P s y` AFG �EHICLE (BASE ' is 1 •`- f t E + M � � k i I t i .N � k 7 Z � E 1 3 Y % r Iy � i!`• s 1 Z f S { Y r F.. S.•M 3 1 ! f .Nl••~ [ Z � l 7 r J. rr, 1 Y k i r f r. -t "NEW LIGH ;x�•;. 'HYPE 1PI , Y i T POLE STAINLESS STEEL CONDUIT HANGER (2) 1 "C. (PVC)-/*t CAST ALUMINUM SINGLE GANG BOX WITH TWO THREADED 3 4 OPENINGS IN BOTTOM. RACO #5331-0, WITH WEATH RPROOF "WHILE IN USE COVER RACO 5051 „0 BOLT BOX TO CONCRETE WALL. MOUNT TOP OF B 2.5 BELOW BOTTOM OF GRATE. GF1 RECEPTACLE SHALL BE HUBBELL MARINE GRADE GF5252MGY. ALL MOUNTING HARDWARE SHALL BE #304 STAINLESS STEEL 6" HOLE IN GRATE WITH BOLTED COVER ..r• +M QUARTER SPHERE CORRUGATED PIPE MOUNT 1/2" BELOW BOTTOM F GRATE = 6 PEA GRAVEL �SOIL OUTLET BOX SEE SECTION \-- (2) 1 pc. (RCS) S C T rool kl- I 36" SQ. TREE GRATE O QUARTER SPHERE OF 18" DIA. CORRUGATED PIPE 12' HIGH WITH SIDES BENT OUT 1/2" FOR MOUNTING FIANGE, SECURE TO CONCRETE SIDE WALLS WITH 4- BOLTS, SET TOP AT 1/2" BELOW GRATE. L AV � `VAC `V�� T �C�C� C��IQT E � EC�C�p`�QC�LE P\jqOUV T V -DETa L NO SCALE #6 AWG GROUND WIRE -- FINISH GRADE 3 4 "x10FT. COPPER CIAD GROUND ROD TO 6 " BELOW GRADE WITH EXOTHERMIC WELD 8 - #8 VERT. BARS W/ #3 TIES @ 16" O.C. rD F "' CE900 DECORATIVE BASE COVER POLE I I PROVIDE REQUIRED MOUNTING I BOLT LAYOUT FOR EXISTING HANDHOLE i POLE BASES AND FOR NEW I I TYPE P BASE. VERIFY CORRECT LAYOUT FOR EACH APPLICATION. FOR LOCATIONS INDICATED '36" AFG VEHICLE BASE' EXTEND 36" ABOVE FINISHED GRADE. E SMOOTH HAND- RUBBED FINISH. • CHOR JB LTS f. w 1 . co f • ap • • 0 co • • • 1 • • CONDUIT i 24" SQUARE A L kL2nT 0 L E V '�F 1p D • / - i 3 CE900 NO SCALE 5 i e f L EAST VIXI OF 3 TRASH BUILDING. PHOTOCELL - PARAGON 120V. SEE SITE PLAN CW -100 SERIES LIGHTING CONTACTOR 11 j SEE NOTE 14 RINGLESS METER SOCKET z 12" 1 SE RATED ' PANEL 24 'A' 12" S METER NEMA 4/12 ENCLOSURE-<:: 5 " ' -0" 12 NEMA 3 TERMINATIONS 18" 4X /SS 2, 1 1/4* RGS TO CINERGY POLE. TRANSITION TO 1 1 4" PVC BELOW GRADE. RUN 1 1 4" RGS UP POLE 'S TO 15 WITH ERHEAD z GRADE GRADE f TRANSITIONS i { STREET LIGHTING 4 CIRCUITS l r } .iiQM: I i 1. COORDINATE EXACT MOUNTING CONFIGURATION, FRAME HEIGHT AND WIDTH WWM t COMPONENT SHOP DRAVIINGS. DIMENSIONS SHOWN ARE APPROXIMATE, AND BASED ON AVAILABLE EQUIPMENT INFORMATION. : L 2. FASTENING HARDWARE SHALL BE 304 STAINLESS STEEL. BOLTS AND STEEL ANGLE IRON AS REQUIRED. ALL ANGLE IRON SHALL BE PRIMED, AND PAINTED WITH GRAY ZINC CHROMATE RUST - RESISTING PAINT. 3. SHIELD PHOTOCELL AS REQUIRED. ALIGN AWAY FROM LIGHT SOURCES. 4. LIGHTING CONTACTOR SHALL BE ELECTRICALLY OPERATED, MECHANICALLY HELD, 30A• RATED PER POLE, TOTAL OF 6 POLES, 3 WIRE CONTROL. SQUARE D #LXG- 600 -VO2 WITH RR -6 OPTION, OR EQUAL. HOLEY MOLEY SAYS, DON'T DIG Slrn.[E[ET LOG"TOM" SEnVPCE BLIND" PAMEL DETA L D 3 SCALE: NO SCALE CE900 1- 800 -382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSDE OF ND" om1r. Podcor Reside n0al, LLC 770 3rd Avenue SW Carmel, Indiana 46032 317.587.0320 ArcMcct Pedcor Design Group 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 En r!; %sr T c: CSO SCHENKEL SHULTZ ego FAA 96th st»x, suite zoo, Indianapolis, IN 46M T 317.848.7800 F 317574.0957 www.csoino.ntt UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 71-00i2faT Rroj;at LLD T 0 Vd M cc� Qblops OF UA PRn P"A(Q% "' 33 EAST MAIN STo CARMELl Us 40032 faa itleaa drawirt�a indicate the c,�nerol scope of the praject in terms of crchbctuual da33gn cxncxpt, the dimensions of the building, the major atctlitectural elarr�enta and the type of structural. mechanics ark elect' systems. The c�aA103 do rat nom. -•arty indicate or ae=U cn worts reci ffor full PCs forrra nce and completion of the requir>wnenta of the Contract. On the bass of the general scope ind'rcoted or dascn'bed, the trade contractors shall fu ni3h all items required for the proper execution and completion of the work Drc.j.aV Tttlx ELEIV':�"T'fi" CAL T 11E L AM RO &U 13= Dato Drarsi By Ch.-.zctd By 05/19/05 I M3 I J$B I I CEM i Br: 1,.t^ 4 • ° 9500154 0 -� STATE E O49 d O f O rt.....� oo �ff %� •� � � �V�E z � 4.yX F�,� i'g'r , •'. r,. r .w, � r Z� O Dracip C�'cxr. C��g00 ProKat i:�`'rbcr. cog LlGk,T FIXTURE SCHEDULE TYPE MANUFACTURER NO. CF LAMP TYPE VOLTS MOUNTING LAMP' DESCRIPTION 'P' LUMINAIRE- SPRING CITY #SCLEX118- 35- 175MH -V- CARMEL BLACK. 15 FT. FLUTED STEEL POLE WITH D 175 WATT ECORATIVE CAST IRON BASE. POLE- VALMONT #FL210- 600 /GV /H- AB- C- CARMEL BLACK 1 BASE- SPRING CITY #WA-18-CA-WRAP-CARMEL 120 POLE REFRACTIVE POLYCARBO GLOBE WITH FINIAL. METAL HALIDE HATE BLACK SEE BASE DETAIL D2 ON THE DRAWING. 'S' LUMINAIRE - SPRING CITY #WA11-175-MH-REF-120-111-BK-CARMEL BLACK. 15 FT � . 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CARREL, Ifs. 46032 Scope Drat-higs: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. II DraVing Tltle: II f A E _ bITE Revisions: Isauo Date Drawn By Checked By 05/19/05 T ►'J8 JSB Issuo Dote D Dra��n By C Chcc�cd Sy 0 05/1/05 � ��� Dradlig Number. FJ Project Numb-fa r. V