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Old Town 3rd Ave NE Water Extension 6 5 4 g *- C U W U ~ MXW s: U o � 2z OLD OWN CARMEL W � � a a ao INDI A cco A %0 3RD A VENUE N. E WA EXTENSION, AN y x Z U04� 1•"1 � AHJ 1�1 frl � R z ° U GENERAL NOTES 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 3 I N prj m 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT I _ _— —------ F ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION L_ _-� z o � Q N a Q Y a _ LOCATION 0 _ __ _ I CONSTRUCTION \ co :7 ,=3 1 z z x m AREA PRIOR TO STARTING �° -- ti U U U W N 1 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND _ _ nom COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. v L — __ - E — J — J J J J I tl- -. - _ - -- - --- -- - - - - SHEET INDEX 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF n O r h o 0 0 0 0 WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING am -' W N� 0 CONTRACTORS. . - - - d z \\\ \ \ II g �n �___ 1 --- a a ' SHEET DESCRIPTION C, W p - - - _ z J 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS �� . - - E, • - _ _ I N� z oz n69 F.I � � 29 CFR PART 1926, SUBPART "P" APPLIES TO FOR EXCAVATIONS; FINAL RULE _ Q A EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. - W _ F+ COO 1 TITLE SHEET Z 2 Z ALL C7 �� L- �Q u_1l w o<w 1FEVTTI `` U°wo ' 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE - THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL - _ - ❑�� __ 0101 DEVELOPMENT PLAN N m a-o Z W W W I R. - - - - - Zo_�UZa ENGNEE ��w .o� E a C301 EROSION CONTROL PLAN o w Q�>W BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO r - >o �� _L� 7 IT SHALL ] iIL!li� I � WWo ,�oW MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. �� [� - E.MAIN STREET C601 MAINTENANCE OF TRAFFIC PLAN Q Q U Q RAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO - - Q a_ Ua_ Jo TEMPORARY T z a z 8 � � V �c CURB POLICY � � �-�- - �l I I I I I � � ___ C602 CARMEL PA ING d � ��~a APPLICABLE LOCAL STANDARDS. = _ - o W 1 �� o0W0oNo _ �m r� �� m _ WWWwwW_ �•_ ; 1 - NOT TO SG1E NOf TO SME � F N~ 9) THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION AREA MAP LOCATION MAP CWNE WITH THE PROJECT AS SET FORTH IN _ C701 WATER MAIN PLAN w W W W v MEANS AND METHODS ASSOCIATED �— x THESE PLANS. 257 A ` _ PROJECT LOCATION PROJECT LOCATION 8� [ \\\\ _ C702 WATER DETAILS & SPECIFICATION SHEET SH1E 10 ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED °•��5 .......... � RS AND POSITIVE DRAINAGE PRESERVED.STORM SEWERS _,�� . �\STER• � _ AND CONNECTED TO NEW 6 * !PE 1020133 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL z ~_ss� " _- I , STATE OF \ STANDARDS. - __ ••• 12) THE SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS ,V PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE COMMUNITY PROJECT LOCATION S E. SHIELDS, JR. P.E. 333 PANEL NUMBER 180057CO226F, EFFECTIVE FEBRUARY 19, 2003. J 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE VINCINITY MAP ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR - FISH AND WILDLIFE SERVICE - NATIONAL WETLANDS INVENTORY MAP DATED 1990 AND TITLED "CARMEL, IND." v 0 OPERATING AUTHORITIES o CITY OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMENT DUKE ENERGY ONE CIVIC SQUARE HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 1441 SOUTH GUILFORD 0 U CARMEL IN 46432 NOBLESVILLE, INDIANA 46060-2229 CARMEL, INDIANA 46032 PLANNING DIRECTOR: MATT GRIFFIN JASON LEMASTER RON BOOHER - 1 317-571-2417 317-776-8540 317-581-3041 CO DEPT. OF ENGINEERING: DICK HILL 41 CARMEL CITY UTILITIES VECTREN ENERGY 7-571 -2441 Ja► J 1 -� ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 760 3RD AVENUE S.W. P.O. BOX 1700 2 317-571--2444 CARMEL, INDIANA 46032 NOBLESVILLE, INDIANA 46061-1700 CHUCK SHUPPERD z JOHN DUF 317-776-5535 ® PREPARED FOR: Q CITY OF CARMEL FIRE DEPARTMENT 317-571 2443 TWO CIVIC SQUARE JUSTIN MOFFETT CARMEL, INDIANA 46032 HAMILTON COUNTY SURVEYOR'S OFFICE AT&T CO n o _ GARY fiO�T ONE HAMILTON SQUARE, SUITE 188 5858 NORTH COLLEGE AVENUE 135 8th STREET N. W. -- INDIANAPOLIS INDIANA 46220 HOLEY MOLEY SAYS �IL' w 317--571-2600 HAMILTON COUNTY JUDICIAL CENTER 317-265-2727 CARL, IN X6032— 7347 NOBLESVILLE, INDIANA 46060 SAFELY" DIG o o CITY OF CARMEL WATER DEPARTMENT GREG HOYES TELEPHONE. 317- 966- 2023 130 1ST AVENUE S.W. CALL 2 WORKING DAYS BEFORE YOU DIG W O 317-776-8495 ITS THE LAW" CARMEL, IN 46032 1-800-382-5544 CONTACT PERSON: JUSTIN MOFFETT � i STEVE OOI< CALL T OLL FREE w o 317-571-2640 PER INDIANA STATE LAW IC 8-1-26. pa v o E IT IS AGAINST THE LAW TO EXCAVATE ¢ a SHEET NO. WITHOUT NOTIFYING THE UNDERGROUND EXISTING Z_O N I N G -- R 2 rl CITY OF CARMEL SEWER DEPARTMENT LOCATION SERVICE TWO (2) WORKING N 760 3RD AVENUE, SUITE 110 DAYS BEFORE COMMENCING WORK. co '00 W U CARMEL, IN 46032 o r �� coo AARON HOOVER o,j --2 317--57 1-2645 PROJECT NO. .- `W >- W06-08 r 1 -. 4 Q _ ,r iC g 8 7 6 5 4 3 2 .-. �0 00 U U 00 00 qT �+ M M 000 -r— -- W W x w a 3,1 EXISTING 8' SANITARY SEWER - U `- PROPOSED 8" SDR 35 Y — EX. SAN_ EXtF �e\d\e� \\3 Grc\ytio� �ec� SANITARY SEWER TSTR. 132 Q' 0(\)'7 l�3 Inv 832.95 ANCARJ C • aid yti�� e\\ 02'pO vdo \ i I" 1 ►a O / z >' 20' Sanitary _ Sewer Easement - - - ~ - a PAVEMENT REP 4 R WITH _ SIREL'7 CUT REPAIR WITH FLOWABLF —_ O0 ST RA f \_ BACKFI '_ REQUIRED BY . I� EL PE MIT (1" MILLING EXhS~TIN G FIRE' — - FILL REQUIRED A11TD REPLACED -} - - - TREE TO BE =r W REMOVED - AND 1.5" RESURFACING HYDRANT AND [iALVE CURBING TO MATCH EXISTING CURBING "x — REQUIRED IE ENTIRE WIDTH W•iC,Rr E c:0t1 :kJ1 _. CONCRETE SIDE'WAI;K� � ( II of SYLVAN LANE A MEN. Io' w �i-°Y Cr C"RAEL STANDARDS TO BE REPLACE, ,ST OF E ISTI VG MANHOLE) , TRE�s To Br PROrECTC D �W ;Tp 9 Lx CST �; W AFTER WATER MAIN I 101 1 � �_CRANGE TREE PROTECTION l No PROPOSED WAT L'R OR SANITARY 10-14 O � w `� TC 840.00 FENCE AT DRIPi_INE_ U CONSTRUCTION / SERVICE PROVIDED TO LOT' 25 I -- - _ SIDEWALK NOTES:- JR � 43 � e 1. SIDEWALK BUILT WITH DRIVEWAY SHALL BE MINIMUM THICKNESS _y � _-x- as_ _ - -x-- ` -� S I 4) a4 if��9p\333 O\�I oo OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. Zj -- V Q --- - -- - - - -—_- --_� tc y << V\11 a�\` 3� 2.) TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH H w OF 1/4 OF THE WALK THICKNESS. N a k 1 450 BEND C3 �� 3.) THE SPACING OF THE TRANSVERSE JOINTS IN SIDEWALK NOT � ►�-� -- — I >� TO EXCEED 1.25 TIMES THE WIDTH OF THE SIDEWALK. ij WAT Q . ®❑ PROP SE OU THE TO BE PROTECTED WITH 3 28�' OT' PIoPOSED �jM sa _ --- I s on curb-- !. o Row -------ORANGE TREE PROTECTION FENCE GENERAL NOTE: ° "co N M ------- - Q� F o a m nW w Q m i 8 DUCTILE IRON EI:SSt.00 A T DR?PLINE �- 2 6__B_-_B - _ F_ o W WA TER RA IN --� I a� --------- z C:, z - y x I 1. TREE REMOVAL IN SANITARY EASEMENT AS REQUIRED FOR SANITARY a w a x E- t I INSTALLATION. ALL TREES REMAINING TO BE PROTECTED WITH ORANGE D gOUSE PROTECTION FENCE AT DRIPLINE. J== EXISTING 8"_ a ----- ° J J J J WATER MAIN 8'X3" TAPPING ------ - - 0 2. ALL DISTURBED AREAS TO BE SEEDED UPON COMPLETION OF WATER SLEEVE & VALVE i _ ( *9 LINE AND SANITARY CONSTRUCTION. �� 4_1 R I X E- ONO O -- 3. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND/OR d \\ ) \ \ JO m - EXCAVATED WHEN EXPOSED DURING CONSTRUCTION. UNDISTURBED TILE �xa �L ( N 102 TO BE CONNECTED TO AN ADEQUATE OUTFACE PRIOR TO REMOVAL AND z �oz 848.50 CAPPING AT THE PROPERTY LINE. W Q=w Z U U Z PROPOSED HOUSE 4. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY w �w ° TREE TO BE I).EWIk►n5on'5 SIDEWALK INTERSECTS ANT STREET. o °o -- REMOVED Replat of lots W w C w {� G 5. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING W Z Cu 649. 3 \ \O I a n�Ct - /a`�- ---�� I ' S, I b, 25 and MOUNDS, :2-,°0� 1C B49.93 ` In 4 8 S, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT o a � Inv. „ __ vacated 3rd Street w C w w \ i I ( 8 9 PERMITTED IN THE RIGHT AWAY. Woo U IZ o 7z" u� Y _-- / \_ ` In5t. #2007008792 U) W w o�to w P -- ----- ) \y 6. THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE Q /- C 6� PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT. z aaa�N� `✓ay c.200 7. ALL UTILITY WORK MUST BE DONE TO THE CITY OF CARMEL o w o 0 o w o M� v SPECIFICATIONS. t_n u, �_, c, > >J J> Yord Irfet ---HYDRANT W W w w V-W tr ft Of r s I! rc:84ss 8. SAWCUT TO A CLEAN EDGE A X x Inv 846-9 PLUG AND ALL EXISTING PAVEMENT WHERE THE Q PAVEMENT IS TO BE OPEN CUT FOR ANY CONSTRUCTION WORK. ��" v EXIS'T'ING Ii cr) I ( KICKER �•S HIE 4 ' ,,,�� STORM --- I I x > I 9. ALL WORK SHALL BE CONDUCTED IN SUCH A MANOR AS TO �S••''•�ST••''..°s STRUCTURES I EXISTING � � MINIMIZE DISRUPTION OF PROPERTY ACCESS. Fc o 9�a _ No. o' Fir. W ( STORM ��t• ro2 ---- STRUCTURES �Je<e2005 10. ALL PAVING WITHIN THE CITY RIGHT-OF-WAY SHALL CONFORM TO = * -.DPE1020133 THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE = STATE OF i ! \ CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO ": •'•••.iHDtA ?:••�' SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE % ��•.........N I I NA x '"SKI� i l DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION '''��7,, ;�N� Il! REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE �f WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT �I RELATES TO WORK WITHIN THE CITY RIGHT-OF-WAY. E. sIIIIIDS, JR. P.E. 1 33 i xI ! U Poved Inlet EXISTING - M 84 v 846.76.7 5 WA TER In U Son. MH I �? Son. MH -- - TC:851.18 TC:844,42-... .. _ ... •. . C- 15 R� In,..839.8 Inv.-836.63 _ �JJ — m� = 100=Vcp = TO=Vcp — W W W W W w W W W o ! �z � a L • � V1l •� - v a , co BENCHMARK INFORMATION CID W TBM: Cut Sq. on curb E1:851.00 SCALE: 1 " = 30' o U U 5 TBM o 0 15 30 60 0 ^�Ia 0 w LAW"1 Q T T9 T1 u�' PER INDIANA STATE LAW IS-69-1991, IT IS a. (_•.� � ° za AGAINST THE LAW TO EXCAVATE WITHOUT SERVICE THE UNDERGROUND SHEET NO. a TWO NOTIFYING 2) WORKING DAYS BEFORE OCOMMENCING WORK. or- •- o ;.I a lU Tam Z O r�w C 01 ,-':D-,F - <} o PROJECT NO. C1 < -- �°c_ 10 g W06-0827 8 � 6 5 4 3 2 1 g g 7 6 5 4 3 2 �a IRT o H EROSION CONTROL NOTES: c M W THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE N 00 00 qT EXISTING 8" SANITARY SEWER -- CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING x 3� PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE �, O U J\Od�J• h 36' t< PROPOSED 8" SDR 35 Ex. SAN. ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. �� M M 00 a! d\��y5\3'�� \��r e� SANITARY SEWER STIR. 100 � '�' Material Handling and Spill Prevention Plan: - NOTE - �� , Gr<<�y�l X39 nv.832-95 $j c.^ � a ITC:83295 VcP TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN V1 w s 0 �lr e\\6 6 \ EXCESS OF 15 DAYS. (TEMPORARY SEED MIX = 100% ANNUAL RYE) In order to minimize the release of potential pollutants during construction STREETS TO BE CLEANED OF \ G 2\ aid �a �' o I i �1- ZO �x x ►••� ' oty(113 Zo 0\�yL< '^ V the Contractors shall implement this material handling and spill prevention ANY AND ALL DEBRIS AFTER PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND plan. The Contractor shall review this plan with all subcontractors and \\5,��' FINISHED GRADE. (PERMANENT SEED MIX = 50% PERENNIAL RYE, 27% FESCUE, 25% BLUEGRASS) Z require that they implement the plan as well. CONSTRUCTION COMPLETION Ofz Q Sanitary / / / PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT 2 1 . Construction Equipment n / a Sewer Easement � TOPSOIL EROSION. a.Fueling, lubrication and fluids: All operations Involving the addition of D PRIOR TO THE DISTURBANCE OF to equipment should be done in one location, as designated by " l ° PAVEMENT REPAIR WITH BY ALL SEDIMENT CAPTURING MEASURES SHALL BF IMPLEM CE. A THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. V1 fluids to STREET R ,PAIR WI` " ' BACKF! REQUIRED ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE a the general contractor, or developer/owner, so that spills are limited OUT L III FLOWABLL on the site, which will facilitate the cleanup of spills. If I EL PE MIT (1' MIL1_ING one location ILL REQUIRED AND REPLACED :::: - TREE To BE THEIR EFFECTIVENESS. W?� I EXISTING I'IRE i. _ `' .i' � `` REMOVED _ AND i.5" RESURFACING an onsite-fueling tank is planned to be on site, it shall be double x REQUIRED T 'E ENTIRE WIDTH a>_ This location iS an area HYDRANT' AND VALVE ( URBING TO MATCH EXISTING CURBING ;:":. ' f I IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT walled and stored in this designated area. T f (4� that will not allow spilled fuels to migrate into subsurface soils. In the CONCRETE SIDEWALK I I;; , .:,, OF SYLVAN LANE A MIN. 10' SEEDING PROCEDURES SHALL BE USED. • EAST OF E ISTING MANHOLE' o � event of a spill, the fluid shall immediately be cleaned up by removing TO BE' REPLACE ( �;•� 101 TREES TO BE PROTECTED WITH DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. N the contaminated soil or stone, which shall be disposed of in an I I I -• ORANGE TRF_E PROTECTION RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED . e p y NO PROPOSED WATER OR SANITARY TC 840.00 FENCE AT DRlPUNE b an AFTER WATER MAIN a'. ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND acceptable manner. Spills on hard surfaces Shall be soaked u acceptable material Such as Oil Dry and the absorbent material J CONSTRUCTION '. :'.'. ' \ EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. x a disposed of in a proper manner. The spill shall also be reported f SERVICE PROVIDED TO LOT 2`5 �� :'j y, Leda\333\ � oo� THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY W ►-+ �+ immediately to the Contractor's Superintendent. Q _ when fluids must be removed from the - _ I ' : toy o �jwV OF THE CONTRACTOR AND/OR OWNER. H b. Equipment repair, especially = - \ / x r equipment or the possibility of fluid spills is high, should always be - - -- ----- _ !✓a �• IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION Q W done offsite at a facility that is more suitable than a construction site ' (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES V 4 to handle spills. When equipment must be repaired onsite it should be 45- FEND I B t t; ' OS(, \ \3`� ' AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 LAC 15-5, a !r! ►-� moved to the maintenance and fueling area if possible. Otherwise, on site containers should be placed under the equipment during _- --'` _ FROM• \ ••� p CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE 1 � z suitable WAT - _ O C_ AND/OR Y APPROVALS REQUIRED FR rTl � d' catch an spilled fuels and these fluids should be disposed of :. __ __ CONTRACTOR'S OWNER'S RESPONSIBILITY TO OBTAIN AN ^ W repair to ca y p - -- ---- •� r s r =•• r•••• •':'• `•r�•:• r i ,i�•�••. �'e'� = e THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE ----- - OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY ra-i In a proper manner. - c. All reusable fluid containers, such as gasoline cans, shall be inspected . TF CONSTRUCTION ACTIVITY.. • '_ SEE TO BE PRO T ECTE� WITH � y-I for leaks each time they are used. If leaks are found, the fluid shall / t - :•• - - C ' ,� TBM: Cut sq. PROP SE ouJ ;' --ORANGE TREE PROTECTION FENCE FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. "' V be removed from the container in a proper manner and the container 282 OI PROPOSED an ^�,�- 40 ROW disposed of in an acceptable manner. Empty disposable containers, 8 DUC77LE IRON E1as1.00 ----- a> AT ORIPElNE - - such as grease tubes and lubricating oil and brake fluid containers, _ 26' B-B :' '- g WA TAR !MAIN - -__ ' and their packaging, shall be disposed of in a proper manner and shall 1 X I'•tr7: `'' PERMANENT SEEDING SPECIFICATIONS: not be left on the ground or in the open on the construction site. M:' v D `kiOUSE rte'' x� � � "'�' x 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. 3 EXISTING I / :' 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED o N r 2.Construction Materials and their Packaging r•: '_' ° I measure shown on the subject project shall be WATER MAIN 8'X8 TAPPING _ _ THICKNESS). z o a.Erosion contra J P J -- "r Y �x 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY � z o z x m implemented prior to and during construction in the proper sequencing SLEEVE' & VALVE Y) =u ,''l, R �*9 �;` _' x LUMPS, STONES LARGER THAN "h", EXCESSIVE QUANTITIES OF SMALL STONE/GRAVEL, BRUSH AND 0 ° to minimize soil erosion. Erosion controls shall be inspected and - \ - L -..'x.' 0. Q W Q U q OTHER LITER as described elsewhere on the Ions. Excessive dusting of I %� ` U maintained P \ }• R� ;[� 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT II be minimized b reducing construction traffic �; m ,' -- ---- ' J'. ,", 102 EROSION CONTROL STRUCTURES. � �� J J soil on the site shall y 9 C") 1 ' °°° ° ° across bare soil during dry and/or windy weather, and by applying v `� x S) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. TC 848.50 water or other acceptable dust control measures to the soil. Upon ( 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL t` � x o00 0 0 completion of construction and suitable establishment of permanent �U U C PROPOSED HOUSE _ I AMENDMENTS AS REQUIRED TO MEET/EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS E- o "o 0 vegetation, temporary erosion control measures such as silt fence, 1 TEST RESULTS FOR LAWNS. n �� n � :.. '_ TREE TO BED.E.WiIkln5on 5 ° �' �' 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2-3 INCHES OF THE TOPSOIL WITH A check dams and inlet protection devices shall be removed in a manner - I REMOVED to minimize additional land disturbance. Any areas disturbed by these \ :;_ -1 Replat of lots SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. �, J0Z operations shall be properly revegetated. �\ \o I �° \ 15, / 6,* 25 and 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS W <° Curb Inlet a, 'let / DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI-DRY CONDITION IN TWO OPPOSITE w <=W w b. Large waste materials created by cutting, sawing, drilling, or other Tc:ea9.93 \ j 1 4 .B e 9 operations shall be properly disposed of in suitable waste containers. Inr.847.18" _ I vacate#2007005702 d 3 r l 5tree DIRECTIONS (RIGHT ANGLES). z o a z The site shall be checked at the end of the day, as a minimum, and 3 I / I �n5t. 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN w Q w 12" RCP ---- --�^-_ ' \y ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. o G°o all waste materials, including those blown across or off the site by _ _ I _ _ �_.__ __._._-____ -- �(,r,O rA 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. o z o z wind shall be picked up and disposed of in suitable containers. Where V BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION possible, operations such as sawing that create small particles should i I x� I i8�� ` opt 13 G w w w 2 (RIGHT ANGLES). Q vi°_Q 'x i G 2 be performed in one spot in an area protected from wind, and waste L - ; - - ti =x \�h� ) a Q a ° � � � �' 1 1 COVER SEED TO A DEPTH OF 1�" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF � o° w Q w w w particles collected and disposed of frequently to minimize wind ±� V l j� . STRAW OR HAY MULCH AT A RATE OF 1 TO 1 � TONS PER ACRE. APPLY TACKIFIER TO a J N xa ' ( Q t0 ® Yard Inlet HYDRANT ANT U7 w dispersal. I s II TC:848.s STABILIZE MULCH. u� P Packaging used to transport materials to the site for construction of Q x ^ 8x6.9 PLUG AND 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. Q U E5 Q Z a the facility hall be disposed of properly, whether the material is taken KICKER 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. a w W W W�W y 1 m out its package and incorporated into the project immediately or stored EXISTING IN I 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN z STORM ACCEPTABLE STAND OF GRASS IS ASSURED. o °°o°t"o onsite for future use. Packaged materials stored onsite shall be - x EXISTING w w w w w w inspected regularly and any loose packaging Shall be repaired Or I Y 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS J F AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF STRUCTURES I I STORM `r v disposed of properly. e t� 6 c. All dewatering of activities shall be done in accordance to good erosion 0' FX. W STRUCTURES �J <e2oo5 I ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF / �• I GRASS IS ESTABLISHED. xx��11�111Iilt+r++1t ��`�� control practices. These practices should include the Use of dirt bags \�`'� 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT \�\��t,SHIE44 such as Dandy Dirt Bags. The use of these types of dewatering ( LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, •••"devices will remove large quantities of silt, sediment, and dirt and ( WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED 4�0 prevent these materials from entering the storm sewer system.' used to stabilize the soil of the site then all construction x FOR PROPER ESTABLISHMENT OF LAWN. No. d. If lime is AS - * X'E1020133 equipment used shall be cleaned of all excess material with water in STATE OF j I� Qr the maintenance and refueling areas as shown within these plans. I - , \ e. Nutrients and fertilizers shall only be used to establish rapid vegetation. I When these products are utilized, the user should pay attention to the I ! lI x i II MAINTENANCE Z/i //,//`'a�`,t`�\\\��\� products recommended usage. I III �' A. Reseed all areas that don't take. �+t i I' la I I B. Apply a maintenance fertilizer (*) within 6 months of acquiring a good stand. 3.Concrete Waste Water I ITT C. Avoid traffic on area until area is well protected and stable. a. All concrete Wastewater shalt be disposed of in the designated area as I`�v I EXISTING D. Water as necessary to ensure adequate growth and development. AMES E. SHIELDS, JR. P.E. I 333 directed by the general contractor or developer/owner. This area is to Paved Inlet *Maintenance fertilizer - apply 200 Ibs of 12-12-12 or equivalent. be 4' high, 10' diameter doughnut type earthen berm. This area shall li ! rv.846. � T WATER g C__.1 1^Y eas.7s be Inspected On a daily basis at a minimum. When this area becomes /) ' San. MH SE------SOIL -PROTECTION--CHART full, the pollutants shall be excavated, placed in an acceptable San. MH 15" Rco - Inv 839.8 Stabilization TC:844.42 Practice: JAN. FEB. MAR APR. MAY JUN.JUL. AUG SEP OCT. NOV DEC container and disposed of in proper manner. rnr836.s3 _-_ _ Permanent A--- @ 10_Vcp = _� 10" VC - Seeding 4.Point Products a.All excess paint and their related products shall be disposed of in the Dormant B- � manner in which the manufacturer suggests. Under NO circumstances w w w w w w w w w Seeding will paint or its related products be cleaned or disposed of in soil, ----------- -- --- -- --- -- --- --- -- --- -- --- -- sanitary sewers or detention basins. Any violation of this shall be Temporary E- reported to the job superintendent. Seeding -------------------- -- --- -- --- --- -- --- -- --- -- In the event of accidental contamination all efforts should be made to Sodding remove contaminants in an appropriate manner. The Carmel Fire Department should be contacted immediately to determine if further _- �7 �_.-__- Mulching measures are needed. A = KENTUCKY BLUEGRASS 40 Ibs/acre: CREEPING RED FESCUE 40 Ibs/acre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL SCALE: 1 " = 30' RYE GRASS 20 Ibs/acre. W . 0 z B = KENTUCKY BLUEGRASS 60 Ibs/acre; CREEPING RED FESCUE 60 Ibs/acre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL 0 15 30 60 RYE GRASS 30 Ibs/acre. �^ z MAINTENANCE: I- INSPECT WEEKLY AND AFTER EACH STORM EVENT. 0 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY, c = SPRING OATS 3 BUSHEL/ACRE. 1` 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 113 OF THE HEIGHT OF THE CO M FENCE OR IS CAUSING FABRIC TO BULGE. D = WHEAT OR RYE 2 BUSHEL/ACRE � 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BENCHMARK INFORMATION E = ANNUAL RYE GRASS 40 Ibs/acre. (1 lb/1000 sq. ft.} d 0 � BRING DISTURBED AREA TO GRADE AND STABILIZE IT. o 1'X2" HARDWOOD D F = SOD Z �j 2 CROSSBARDWO ti TBM: Cut Sq. on curb EI:851.00 _ 2"X2"x36" HARDWOOD �` 1 , - -- --- LEGEND G = STRAW MULCH 2 TONS/ACRE POST 4" DIA. WOOD OR 1.33 TBM � � � CATCH BASIN/ STAKES WITH POINTED END S Z _v RUNOFF LBS/FOOT STEEL 10' MAX. r DRAINAGE - AT 5' O.C. RUNOFF I I S SPACING */I/* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. w O 2 c: STP,UCTURE - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) ** C D o 1/2" X 2" X 24" WOOD �/ WIRE FENCE 14 GAGE = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. v LATH AT EACH STAKE (MIN)-6" MESH SPACING RNI O g OVER FABRIC / RUNO� XIAX FASTENED BY 1" WIRE a - PERMANENT SEEDING -WARNING- ( ) rI 307. COMMON BLUEGRASS APPL1CA71ON RATE: K 36" WIDE NONWOVEN STAPLES, TIE WIRES, OR HOG I 50% FINE PERENNIAL RYE GRASS s LBS/1000 s0. Fr. THIS PLAN TO BE USED FOR i POLYPROPYLENE FABRIC G RAV E LBA G CURB PROTECTION RINGS 207> CREEPING RED FESCUE 0 CJ O NOTE: APPLY 10-6-4 FERTILIZER AT A RATE OF EROSION CONTROL PURPOSES ONLY. ��1 2 FILTER FABRIC ALONG LENGTH 9 9 9 9O REFER TO SILT FENCE (FOR INLETS THAT ARE IN LOW POINTS) (NOS (NO JOIPITS) STAPLE OR 15 LBS/1,000 S0. Fi. TO ALL PERMANENT SEEDING AREAS IT' S THE / /JI V i/SECTION FOR EMBEDMENT DETAIL WIRE TO FENCE � _L'-//.L 1 Y CONTACT PERSON FOR EROSION MAINTENANCE MAINTENANCE: I 0 - INLET PROTECTION FOR - NOTE - PER INDIANA STATE LAW IS-69-1991, IT I5 CONTROL & SEDIMENT PRACTICES � Q{ 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 4"X4" TRENCH TO BE CURB INLETS (SEE DE TAJL) �y tz 1. INSPECT wEEKU AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE BACKFILLED AND COMPACTED AGAINST THE LAW TO EXCAVATE WITHOUT C4 F1 i 0 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. DOWN- ❑ - SILT FENCE INLET PROTECTION THIS PLAN INDICATES EROSION CONTROL MEASURES NOTIFYING THE UNDERGROUND LOCATION SERVICE JUSTIN MOFFETT `�' CYj g E >a 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH UPSLOPE SLOPE AROUND BEEHIVE INLETS (SEE DETAIL) FENCE OR IS CAUSING FABRIC TO BULGE. CONTENTS INTO A NEW BAG. oEic�l III II REQUIRED AFTER SAIL STRIPPING AND PAD BUILDING TWO (2) WORKING DAYS BEFORE COMMENCING WORK. a SF- �? 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BI I SILT FENCE (SEE DETAIL) 135 8th STREET N.W. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BAG. ~ I�El �1 HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR CARMEL, W 46032-1341 SHEET No. BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND -IIL9 1_�H MEASURES REQUIRED UNTIL PROPERTY TURNED OVER TELEPHONE: 317-966-2023 SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE 8� r SU pv SILT FENCE INLET R. FOR DEVELOPMENT. COORDINATE WITH THE CITY OF CONTACT PERSON: JUSTIN MOFFETT o° -v SILT FENCE SECTION CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES C301 °W PROTECTION DETAIL r- (NO SCALE) REQUIRED DUE TO SITE CONDITIONS. PROJECT NO. L (NOT TO SCALE) JF- Q W06-082 0� r �M r_ 4 3 2 1 10 9 8 7 o � 4 3 2 8 7 9 ZQ O O w 000� o o, oT q " NOTE: "THE ADVANCE FLAGGER SIGN IS INTENDED FOR �` � � o U 00 4-41 USE IN ADVANCE OF ANY POINT AT WHICH A FLAGGER M x W ��moo H w HAS BEEN STATIONED TO CONTROL TRAFFIC THROUGH A PROJECT." THE SIGN WILL ` w CONSTRUCTION MAINTENANCE ONLY BE IN PLACE WHEN THE FLAGGER IS WORKING � � 0 � u THEIR STATION. " THE SIGN SHALL BE PROMPTLY al RZ REMOVED, COVERED, OR TURNED TO FACE AWAY FROM 0 EX THE ROADWAY WHENEVER THE FLAGGER IS NOT AT THE SAN STR. ,92 TQ83832 nv 831 95 $� a STATION. ��_ _ _ i rw THE FLAGP ERSON SHALL MEET ALL REQUIREMENTS OF O -- SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM a TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS SEQUENT REVISIONS. 20' Sanitary DATED 1988 AND ALL SUB �v a Sewer Easement _ I� a p � zh v� TO THE EDGE OF 2 A THE BARRRICADES SHALL BE MOVED PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW z I s FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH THE ^o _ o x U, CONSTRUCTION AREA. N U II ono (w� a x ::::) o ry I ( hr■'1 E-r w FENCING AND BARRICADES SHALL BE PLACED SO AS TO ;o ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF o ( w O � NO CONSTRUCTION. 1 C) N C:� FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN X z w X I � \�0� z � � z � W DOWN WHEN FLAGGERS NOT PRESENT. O 0 -- -x --_X ----x - --X---� kn tn THE ROAD WORK AHEAD SIGN SHALL ALSO BE COVERED =--- ------ -__---- o \� '��J ------- a , � U OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO I I Vp'V \�J mo CONSTRUCTION. VIA THE MANTENANCE OF TRAFFIC SHALL CONFORM TO THE ------ F THE INDIANA DEPARTMENT P I ,n D SPECIFICATIONS 0 3 STANDARD 0 0 O ° OF TRANSPORTATION STANDARD DETOUR SHEETS AND N -, in w o 00 NA MANUAL ON UNIFORM TRAFFIC CONTROL o ^ T6M C.`curb ( ¢ N Q W 7 0 Q m THE INDIA IIZ X °¢ o I — EETS AND HIGHWAYS DATED 1988 AND EL8510� � � � _ � � z o z � z � x DEVICES FOR STREETS = w o ti ° C �? ° w � IONS. ¢ _ o w a x ALL SUBSEQUENT REVISIONS. J I I a Q ° A \/� `i�/ I J JJ J ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH °— z ° o 00 0 0 " II DRUMS WITH TYPE 'A' 1 w 1 " EXCEEDS 4 MUST HAVE TYPE d I I � C,r c co N � o ; i -- , N ONO O FLASHERS SPACED EVERY 100 . g g X W oLn 00 !— x Q i v Cn X LL Z ! c5 ;o c� z oz x w v=`' O <r I cz wQ(D N Q z O<w 0 x Q- o� D.E. Wlkln5on'5 i + Re lat of lots w w w .. J w�J 15, 1 G * 25 and :02�w o� I wQawww x vacated 3rd Street ° J J 92 ° Cn° In5t. #20070057 zu d � fr� Qa: .L _ m aaa°tea MAINTENANCE OF TRAFFIC LEGEND - XW21 -4 (3Ox30� z z �oo��o ROAD WORK wwwwww -- -- J— LAGGER • = Drum Type Barricades (INDOT Spec. 801 .09) _ __ - a � �� Noted With Type C Stead Burn Lights. I' Si 14,0 Spaced as N yp Y p 'G R,\ST E `S' = Flagperson – Must meet Section 6F Requirements in the Indiana Manual � xl _ * WE1020133 on Uniform Traffic Control Devices ,II ( � for Streets and Highways – 1988 :- STATE OF i I .�NDIANP• WARNING SIGN x XW20-7 (36x36) AHEAD ��b '.� = ADVANCED I FLAGMAN 0 ` I x _ _ I ► � S E. SHIII.DS, JR. P. 201333 I I II SIGNAGE SCHEDULE 3 — XW20-1 (48X48) ROAD CONSTRUCTION AHEAD U 3 N XG20-1 (60X24) END CONSTRUCTION XG20-1 (60X24) XW20-1 (48x48) San. MH d END CONSTRUCTION ROAD CONSTRUCTION AHEAD G, 2 N XW20-7 (36X36) FLAGMAN AHEAD TC.85i.,b 0X30 ROAD WORK WITH FLASHERS ne839.6 2 N XW21 -4 (30X30) _ Son MH _ _ — — — - TC:844.42 — — 18– DRUM TYPE BARRICADES (INDOT SPEC 801 .09) 10" Vcp = 10=Vcp = SPACED AS NOTED. w w w w w w w w w o MAINTENANCE OF TRAFFIC PLAN M Id E-4 w l Q s CO � 0 n y N � r o a0 W Z� W BENCHMARK INFORMATION SCALE: 1 " — 30' S TBM: Cut . on curb E1:851 .00 Q o N � Q T` TBM 0 15 30 60 0 99 IT 9 THE LA YV 99 'C4' � 0 D- Q O PER INDIANA STATE LAW IS-69-1991, IT IS p, AGAINST THE LAW T❑ EXCAVATE WITHOUT SHEET N0. b Q E NOTIFYING THE UNDERGROUND L❑CATII7N SERVICE �U� TWO (2) WORKING DAYS BEFORE COMMENCING WORK. h � N q, U � C 7 � U O PROJECT i� W06-0827 -Uw z >w 2 1 U`-� 3 � 5 8 6 5 4 3 2 1, H U HOC, o 14R � �6 M N City of Carmel Right-of-Way Paving Policy City of Carmel Right-of-Way Paving Policy City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy 00 00 R H November 2, 2 005 November 2, 2005 January 13, 2006 January 13, 2006 � � o x 4)Aspholt Pavement 1 General 4)Concrete Curb �� M M 00 9 1)General )A)The work subject to the requirements of this policy shall include the production, A)General A)The work subject to the requirements of this policy shall include the production, A)General a This work shall consist of lacing one or more courses of base, intermediate, or surface hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other a)This work shall consist of placing concrete curbing on prepared soil subgrades or W W r hauling/delivery, spreading, finishing, compaction and other work necessary to prepare ) p work necessary to prepare foundations and soil sub grades, install aggregate bases and Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. w s foundations, install aggregate bases and install one or more courses of base, intermediate, hot mix asphalt (HMA) mixtures on a prepared foundation In accordance with Section ry P P 9 on ID-4 hot mix asphalt mixtures within existing or proposed right-of-way for roadways, 105.03 of the Standard Specifications. install concrete curbing within property within the corporate limits of the City of Carmel and bl Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the r �4?or surface p dimensional standards of the applicable City of Carmel Standard Details or in accordance O U auxiliary lanes and asphalt multi-use paths. b)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations existing or proposed right-of-way. pP y hi policy shall be the basis for acceptance of the work by the City. Failure to adhere to and to thicknesses equal or greater than those indicated on the approved construction B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to with the curbing details of the approved construction documents. B)T s p y P the requirements of this policy may result in non-acceptance of the work or other c)Materials used in the production of the concrete for the curbing shall be in accordance N A the requirements of this policy may result in non-acceptance of the work or other documents. W z remedies outlined in this policy. c)Materials used in the production of the HMA mixtures shall be in accordance with Section remedies outlined in this policy. with Section 605.02 of the Standard Specifications. High early strength admixtures may V� � I conform to the 2006 401.03 of the Standard Specifications. C)Workmanship, materials and quality of the work completed shall conform to the 2006 be utilized but shall not be considered in waiving any requirements of this policy. W a C)Workmanship, materials and quality of the work completed shat a d E ui ment for HMA operations, including but not limited to production, Standard Specifications of the Indiana Department of Transportation (hereinafter referred to d)Equipment utilized for concrete curbing installation work, including but not limited to Standard Specifications of the Indiana Department of Transportation (hereinafter referred to ) q p P ins except where deviations are allowed herein, or variances are hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shalt be in as Standard Specifications), except where deviations are allowed or specified herein, or production, hauling/delivery, placing, installation, jointing, curing, finishing and I. � as Standard Specificat o ), p __ granted. accordance with Section 409 of the Standard Specifications. variances are granted. miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard e Installation of the full pavement section indicated on the approved construction documents D)Where the minimum standards of any other governmental agency having concurrent Specifications. ra D)Where the minimum standards of any other governmental agency having concurrent ) P jurisdiction exceed exceed these standards, the higher standards shall apply. for the entire area to be paved must be completed in the same paving season. jurisdiction exceed these standards, the higher standards shall apply. e)Concrete production, mixing and hauling/delivery shall be in accordance with Section J E)If any plan or other note or specification on the approved construction documents exceeds 502.10 of the Standard Specifications. (=1 >4 E)If any plan or other note or specification on the approved construction documents exceeds f) Widening operations shall comply with the following: minimum standards of this if policy, higher standards shall apply. (1) The outside face of the excavated area shall be left as nearly vertical as the nature the minimum standards of this policy, the higher standards shall apply. f) Installation of the concrete curbing indicated on the approved construction documents p; the P Y F)Nothing contained herein shall be construed as prohibiting the design and construction of shall be completed in the some paving season. � Ix F)Nothing contained herein shall be construed as prohibiting the design and construction of of the material will permit and not wider than the outside limits of the widening improvements meeting higher standards, nor as discouraging petitions to appropriate section. improvements meeting higher standards, nor as discouraging petitions to appropriate B)Preparation p governing bodies for variances for alternatives which con be supported by advances in o)The soil subgrade or Aggregate Base shall be subject to additional proof rolls in 0 W governing bodies for variances for alternatives which can be supported by advances in (2) The existing pavement adjacent to the widening area shall be sawcut to a clean 9 9 technology and area roved b other agencies with concurrent jurisdiction. edge. technology and are approved by other agencies with concurrent jurisdiction. accordance with Section 203.26 of the Standard Specifications just prior to placing the N A t gy approved Y G)AII work shall comply with the requirements of Section 105.03 of the Standard HMA courses �n accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable IT Z G)All work shall comply with the requirements of Section 105.03 of the Standard (3) The subgrade in the widened area shall be compacted in accordance with this policy. °' Specifications. (4) Widening mixtures shall comply with the pavement section indicated on the approved Specifications. areas shall be corrected to the satisfaction of the Engineer before placement of any � .< r� I Sp H)Forthe purposes of this policy, where the term Engineer is used in this policy and the construction documents. H)For the purposes of this policy, where the term Engineer is used in this policy and the concrete curbing. W Standard Specifications, it shall mean: (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications, it shall mean: b)All displ:cement or rutting of the soil subgrade or Aggregate Base shall be repaired poor d The Carmel City Engineer, staff of the Department of Engineering, other personnel Standard Specifications. a)The Carmel City Engineer, staff of the Deportment of Engineering, other personnel to placing concrete curbing. f Carmel or authorized agent(s) that may be retained to B)Preparation employed by the City of Carmel, or authorized agents) that may be retained to C}Weather and Seasonal Limitations 44 � E-r g employed by the City o a Concrete curbing shall onl be laced in accordance with Section 502.11 of the Standard represent the City of Carmel. a)The Aggregate Base shall be subject to additional proof rolls in accordance with Section represent the City of Carmel. ) 9 Y P 0 0.4 other W Department, 203.26 of the Standard Specifications just prior to placing the HMA courses in b)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, Specifications. There shall be no provision for installation below the temperatures e)The Hamilton County Highway Engineer, staff of the Hamilton County Highway p 4 other personnel employed by Hamilton County, or authorized agent(s) that may be accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to other personnel employed by Hamilton County, or authorized agent(s) that may be specified. Z ra p retained to represent Hamilton Count Highway, depending on the location of the work. b)No mixture shall be placed on a frozen subgrade or Aggregate Base. Z retained to represent Hamilton County Highway, depending on the location of the work. the satisfaction of the Engineer before any paving operations commence. p y g Y° p g Z __ I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard b}All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard c)Under no circumstances shall concrete curb be placed between December 15 and March W � � Z Specifications. mixtures. Specifications. 30. Z r is commencing the work, the Contractor performing the work shall contact the c)Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard J)Prior to commencing the work, the Contractor performing the work shall contact the d)If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed Z ra J)Prior g Engineer to schedule a pre-construction meeting to review the Engineer's construction and approved by the City prior to November 30, placement of the concrete curb will be Engineer to schedule a pre-construction meeting to review the Engineer's construction Specifications. requirements, required inspections for certain stages of the d)Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the requirements, staff notification requirements, required inspections for certain stages of the allowed up to December 15, provided that the ambient and soil subgrade or Aggregate 0 requirements, staff notification q q P work and to review the authority of the Engineer as it relates to the work. Base surface temperature complies with the requirements of Section 4C(i) of this policy O work and to review the authority of the Engineer as it relates to the work. Standard Specifications. work subject to the standards established by this policy e)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in K)Under no circumstances shall work subject to the standards established by this policy and the paving contractor pay for the services of a full time construction inspector and K)Under no circumstances shall commence without obtaining approved construction drawings by the City of Carmel who shall act as an authorized agent of the Engineer. The Engineer shall select the commence without obtaining approved construction drawings by the City of Carmel accordance with Section 406 of the Standard Specifications. Department of Engineering. f) Surfaces on which a mixture is placed shall be free from objectionable or foreign Department of Engineering. construction t ndtor. i 2)Foundat on materials at the time of placement. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and e)If the ambient and soil subgrade or Aggregate Base surface temperature complies with A General g)Tack Coat material shall be distributed with equipment meeting the requirements of testing of work subject to the requirements of this policy outside of the right-of-way shall the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete }a This work shall consist of the construction/preparation of the foundation in accordance Section 409.03(0) of the Standard Specifications. be determined at the pre-construction meeting. curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base 3 C}Weather and Seasonal Limitations M)Dimensional and other standards for concrete curb shall be in accordance with the City of provided that the paving contractor pay for the services of a full time construction a N a with Section 105.03 of the Standard Specifications. Carmel Standard Details. inspector and who shall act as an authorized agent of the Engineer. The Engineer shall z Co >i -i Q v, Q Y B)Excavation and Embankment a)HMA courses shall be placed when the ambient temperature and the temperature of the embankment operations, all necessary clearing, p ( ' ) g N)Under no circumstances shall material other than Portland Cement Concrete meeting the select the construction inspector- z g z z ° x "' i o)Prior to beginning excavation and embank p y g surface on which it is to be laced is 45'F 7 C or above. The Engineer shall determine subsequent backfilling for removed items the ambient temperature. There shall be no provision for low temperature compaction standards established by this policy be utilized to construct concrete curbs within the f) The Engineer reserves the right to suspend all concrete curb placement operations if, in o � 0 o M a w F N grubbing, scalping and topsoil stripping and q 9 within the slope stake limits shall be performed in accordance with Section 201.03 and allowed by Section 402.16 of the Standard Specifications. corporate limits of the City of Carmel. the opinion of the Engineer, that prevailing weather conditions and/or the condition of aa.. Q S m o U Q 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and b)No mixture shall be placed on a frozen subgrade. 0)Under no circumstances shall extruded type curb be installed within the corporate limits of the Subgrade and/or the Aggregate Base may result in substandard concrete curb deleterious material shall be completely removed within the limits of the slope stakes. c}Under no circumstances shall HMA mixtures be placed between December 15 and March the City of Carmel. placement, curing and finishing. -'__ _ _ J J J J J b)Excavations 30. 2)Foundation D)Placement M 000 ° ° 1 After excavation operations, all spongy and yielding material that does not readily d)If a foundation that is to receive one or more courses of base, intermediate, or surface A)General a}Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) o 0 0 0 0 ( ) p 000 " 0 act shall be removed from within the slope stake limits and the resulting void HMA mixtures is placed and determined to be an approved foundation by the City prior a)This work shall consist of the construction/preparation of the foundation rn accordance and 605.04(d) of the Standard Specifications. �� comp with Section 105.03 of the Standard Specifications ° 0 o Cr W 7 shall be refilled with suitable material and compacted in accordance with Section 203 to November 30, placement of HMA courses will be allowed up to December 15, provided p b)Curb machines may be utilized in accordance with Section 605.04(h) of the Standard F o N o 0 of the Standard Specifications. that the ambient and foundation surface temperature complies with the requirements of b)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 ° 4 4� Ln � (2) Any pronounced depressions within the slope stake limits resulting after excavation Section 4C(i) of this policy and the paving contractor pay for the services of a full time Specifications and the requirements of this policy. of the Standard Specifications. operations shall be refilled with suitable material and compacted in accordance with construction inspector and who shall act as an authorized agent of the Engineer. The B)Excavation and Embankment c)Formwork shall comply with the requirements of Section 605.04(b) of the Standard z w o- p X �Ncr Section 203 of the Standard Specifications. Engineer shall select the construction inspector. a)Prior to beginning excavation and embankment operations, all necessary clearing, Specifications. W a=W c)Embankments e)If the ambient and foundation surface temperature complies with the requirements of grubbing, scalping and topsoil stripping and subsequent backfilling for removed items d)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the 0 �tk z 1 Embankments shall be constructed in accordance with Section 203 of the Standard Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to within the slope stake limits shall be performed in accordance with Section 201.03 and Standard Specifications. W o W ° ( Specifications. be placed on on approved foundation provided that the paving contractor pay for the 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and E}Joints W 5°0 (2} All spongy and yielding material that does not readily compact shall be removed services of a full time construction inspector and who shall act as an authorized agent deleterious material shall be completely removed within the limits of the slope stakes. o)Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard ° o�°LU from within the slope stake limits prior to embankment operations. of the Engineer. The Engineer shall select the construction inspector. b)Excavations Specifications. �z W o z The Engineer reserves the right to suspend all aving operations if, in the opinion of the (1) After excavation operations, all spongy and yielding material that does not readily b)Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints W�J a-z P Engineer, that prevailing weather conditions and/or the condition of the subgrade and/or compact shall be removed from within the slope stake limits and the resulting void in integral curb and sidewalks shall be located at the same location as the joints in the 0 Q X U° (3) Any pronounced depressions within the slope stake limits resulting after clearing, f) Q grubbing, scalping and topsoil removal shall be refilled with suitable material and P 9 compacted in accordance with Section 203 of the Standard Specifications prior to the Aggregate Base may result in substandard HMA placement, spreading and finishing. shall be refilled with suitable material and compacted in accordance with Section 203 adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of �{z-inch. °W a W>W w opUUJLd°UJ embankment operations. D)Spreading and Finishing of the Standard Specifications. c)Preformed expansion joints shall be placed at intervals of 50-feet or less, at all co W-J W Cn J a HMA courses shall be laced upon an approved foundation or other HMA course by (2) Any pronounced depressions within the slope stake limits resulting after excavation castings, the beginning and end of all curb returns, the end of each days work and - ��° ° (4) Prior to the construction of any embankment, the original ground surface within the ) P limits of the sloe stokes shall be leveled and the upper 6-inches shall be compacted means of laydown equipment in accordance with Section 409.03(c) of the Standard operations shall be refilled with suitable material and compacted in accordance with where abutting existing construction. In addition to these requirements, expansion joints in Q U F) �o U p integral ral curb and sidewalks shall be located at the same location as the expansion joints a IY X in accordance with Section 203 of the Standard Specifications. Specifications. Section 203 of the Standard Specifications. 9 w CL (5) Embankments shall be shaped to be well drained and shall be protected to prevent b)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective c)Embankments in the adjoining sidewalk. CO n a i ° a erosion. action shall be taken to prevent continuation of these conditions. Segregated or flushed (1) Embankments shall be constructed in accordance with Section 203 of the Standard F)Finishing and Curing o °°°°V1° WwwWwW 6 Loose depth of each embankment lift, final compacted depth, compaction method or bleeding HMA mixtures shall be removed if directed. Specifications. a)The concrete curb shall be finished and cured in accordance with Section 502.14, > > 5>>�> O > »»I-> action require ments shall be in accordance with Section 203 of the Standard c)All areas showing an excess or deficiency of binder shall be removed and replaced. (2) All spongy and yielding material that does not readily compact shall be removed 502.15, 504 and shall e of the Standard Specifications. w W C,,W W D W and compaction - � � �� °� Specifications. d)All HMA mixtures that become loose and broken, mixed with dirt, or is �n any way from within the slope stake limits prior to embankment operations. b)Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. C)Soil Subgrades defective shall be removed and replaced. (3) Any pronounced depressions within the slope stake limits resulting after clearing, For formed concrete curb, curing compound shall be applied to all exposed surfaces \\\\,\,i„r,i,i,,,,,"r '�v� a Subgrades shall be prepared only after the installation of all utilities and subsurface E)Joints grubbing, scalping and topsoil removal shall be refilled with suitable material and including sides after any forms are removed. \\��`` �•SHJEC '%,,// compacted acted in accordance with Section 203 of the Standard Specifications prior to c)The concrete curb shall be allowed to cure for a minimum of 5-days prior to 0 �s drains indicated on the approved construction documents to be located under the x)Joints shall conform to the requirements of Section 401.15 of the Standard P G\STE'' '', embankment operations. commencing backfilling operations adjacent to the concrete curbing. �' 4:z, R 0 v pavement are completed. Trench backfilling work of these installations shall be in Specifications. � '•� O . °IT accordance with the City of Carmel Trench Backfilling specifications. F)Compaction (4) Prior to the construction of any embankment, the original ground surface within the G)Bockfilling = '�r NO. - U sections, free from all ruts, a)The HMA mixture shall be compacted with equipment in accordance with Section limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted a)The spaces adjacent to the concrete curb shall be backfilled in accordance with Section _ b)The subgrade shall be shaped to the required grade and sec 409.03(d) of the Standard Specifications immediately after the mixture has been spread in accordance with Section 203 of the Standard Specifications. 605.04(8) of the Standard Specifications only after the concrete curbing is inspected and - * 'ElU2U133 corrugations, or other irregularities. c}The subgrade shall be uniformly prepared, compacted and approved in accordance with and finished. (5) Embankments shall be shaped to be well drained and shall be protected to prevent accepted by the Engineer in accordance with Section 5 of this policy. STATE OF \ nt cracking, or shoving. erosion. b)Backfilling operations shall be completed prior to opening the area to regular construction :%511.,•. p.::�' Sections 207.02, 207.03 and 207.04 of the Standard Specifications. b}Rollers shall not cause undue displacement, g, g ��_•NDIAN (6) Loose depth of each embankment lift, final compacted depth, compaction method traffic. �", ""SjfO�L4 d)Subgrades shall be inspected and approved by the Engineer before any aggregate base 5)Inspections and compaction re requirements shall be in accordance with Section 203 of the Standard 5)Inspections '/ / `\\\\\�\ or hot mix asphalt pavements are constructed. A proofroll shall be conducted in A)AII materials furnished and each part or detail of the work will be subject to inspection per q accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work Specifications. A)All materials furnished and each part or detail of the work will be subject to inspection per "ii i to the satisfaction of the Engineer before any aggregate base or hot mix is in substantial conformance with this policy and the approved construction documents. C)Soil Subgrades Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work be corrected Y operations commence. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing a)Subgrades shall be installed on foundations constructed in accordance with Section 2(A) is in substantial conformance with this policy and the approved construction documents. asphalt paving --- -Weer Sub rode that has sotisfoctoril ossed a proofroll, but any work subject to the standards established by this policy. and Section 2(B) of this policy and only after the installation of all utilities and B)The Contractor shall notify the Engineer o minimum of 48-hours in advance of commencing aMES E. SI-�[.DS, JR. P.E. 01333 e)At the discretion of the Engi g Y P ( it remains uncovered for a period of 14 calendar days prior to placing stone or is subject C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in subsurface drains indicated on the approved construction documents to be located under any work subject to the standards established by this policy. to a measurable rain event prior to placing stone, shall be subject to additional proof advance of such proofrolls. the pavement are completed. Trench backfilling work of these installations shall be in C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in rolls prior to placement of the Aggregate Base. D)Sompling and testing of materials, equipment or construction work may be required at the accordance with the City of Carmel Trench Backfilling specifications. advance of such proofrolls. p p b)The subgrade shall be shaped to the required grade and sections, free from all ruts, D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any D)Existing Pavement expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining llin of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, that the work is in substontial conformance with this policy and the approved construction corrugations, or other irregularities. doinoge, including freezing or random cracks. The inspection and all necessary repairs shall o)Mi g g p c)The subgrade shall be uniformly prepared, compacted and approved in accordance with be completed prior to backfilling operations. 306.05, 306.07 and 306.08 of the Standard Specifications. documents. Sampling and testing shall conform to the requirements of the sections of the ocalized weak areas of the existing Sections 207.02, 207.03 and 207.04 of the Standard Specifications. E)Sampling and testing of materials, equipment or construction work may be required at the b)Localized g P avement section uncovered during the milting Standard Specifications applicable to the portion of the work suspected to be d) ascertaining II be aired in accordance with Section 304.02, 304.03, 304.05 or 305 of non-compliant or as directed by the Engineer. Subgrades shall be inspected and approved by the Engineer before any aggregate base expense of the Contractor at the discretion of the Engineer for the purpose of osce g process shall repaired Standard Specifications. E)Where the Engineer determines that is necessary to confirm compliance with standards of or concrete curbs are constructed. A proofroll shall be conducted in accordance with that the work is in substantial conformance with this policy and the approved construction U ° the p d • n of the c)Prior to opening milled areas to traffic the milled areas shall be cleaned of all material, quality or thickness, pavements shall be cored and tested at the expense of the Contractor. Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to documents. Sampling and testing shall conform to the requirements of the sections � debris and dust resulting from the operation. The average thicknesses of all courses must equal or exceed the minimum prescribed by the satisfaction of the Engineer before the placement of any Aggregate Base or concrete Standard Specifications applicable h the portion of the work suspected to be ." d Milled areas that remain open to traffic longer than those times stipulated in Section the approved construction documents, and no single core shall show a deficiency greater curbing. non-compliant or as directed by the Engineer. h Standard S Specifications shall be subject to liquidated damages outlined in than one half inch (1/2") in any course or total thickness from the pavement section e)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but F)Where the Engineer determines that is necessary to confirm compliance with standards of 306.05 of the p J Section 306.05 of the Standard Specifications. The Contractor shall be responsible for indicated on the approved construction documents. remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or quality or thickness, concrete curb shall be cored and tested at the expense o the Q0 Sect P minimum of these liquidated damages. F)Such inspections shall not be construed to relieve the developers' engineers or contractors concrete curbing or is subject to a measurable rain event prior to placing Aggregate Contractor. The average thicknesses of the curb must equal or exceed the payment q 9 Base or concrete curbing, shall be subject to additional roof rolls prior to placement of prescribed b the approved construction documents. d 3)Aggregate Bases in any way from their obligations and responsibilities under their contracts. Specifically, 9 J p p p P y pp -) inspection by the Engineer, or by retained engineers or testing agencies, shall not require the Aggregate Base or concrete curbing. G}Such inspections shall not be construed to relieve the developers' engineers or contractors � A)General . a This work shall consist of placing a compacted aggregate on a prepared soil subgrade in them to assume responsibilities for the approved construction documents, for any 3)Aggregate Bases �n any way from their obligations and responsibilities under their contracts. Specifically, � misinterpretation of the approved construction documents b the contractors Burin A)General inspection by the Engineer, or by retained engineers or testing agences, shall not require o accordance with Section 105.03 of the Standard Specifications. P PP Y g ) placing p gg g prepared p pp Y b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, or for the means and methods of construction, nor for safety on the job site. a This work shall consist of lacin a compacted A re ate Base on a re ared soil them to assume responsibilities for the approved construction documents, for an "d � 5 Specifications. G)Work identified to not meet the requirements of this policy or the approved construction subgrade in accordance with Section 105.03 of the Standard Specifications. misinterpretation of the approved construction documents by the contractors during �_ U E material shall be obtained from a Certified Aggregate Producer in accordance with documents, unacceptable work, whether the result of poor workmanship, use of defective b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, or for the means and methods of construction, nor for safety on the job site. ° c)The mate H)Work identified to not meet the requirements of this policy or the approved construction w ~ Section 917 of the Standard Specifications. materials, damage through carelessness, or any other cause found to exist prior to the Specifications. d The Aggregate Base material shall be handled and transported to, and on, the work site final acceptance of the work, shall be removed immediately and replaced in an acceptable c)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in documents, unacceptable work, whether the result of poor workmanship, use of defective O � 0 manner at the Contractor's expense. accordance with Section 917 of the Standard Specifications. materials, damage through carelessness, or any other cause found to exist prior to the �I 6 in a manner that minimizes segregation and moisture loss. Bases shall be constructed on prepared foundations and to thicknesses equal H)lf the Contractor fails to comply forthwith with any order made under the provisions of this d)The Aggregate Base material shall be handled and transported to, and on, the work site final acceptance of the work, shall be removed immediately and replaced in an acceptable ' a e)Aggregate B P P or renter than those indicated on the approved construction documents. subsection, the Engineer will have authority to cause unacceptable work to be remedied or in a manner that minimizes segregation and moisture loss. manner at the Contractor's expense. � g removed and replaced; to cause unauthorized work to be removed; and to deduct the costs e)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses 1) If the Contractor fails to comply forthwith with any order made under the provisions of this � w B)Temperature and Seasonal Limitations o)The Aggregate Base shall be placed in accordance with the temperature limitations of from any monies due or to become due. equal or greater than those indicated on the approved construction documents. subsection, the Engineer will have authority to cause unacceptable work to be remedied or I Work done contra to instructions provided by the Engineer shall be considered B)Temperature and Seasonal Limitations removed and replaced; to cause unauthorized work to be removed; and to deduct the costs rr4 4 � U F Section 301.04 of the Standard Specifications. ) contrary o)The Aggregate Base shall be placed in accordance with the temperature limitations of from any monies due or to become due. ^� Q4 b)Frozen material shall not be placed. unacceptable and subject to immediate removal and replacement in accordance with the m c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to instructions provided by the Engineer. Section 301.04 of the Standard Specifications. J)Work done contrary to instructions provided by the Engineer shall be considered � r� C. 6 Acceptance b)Frozen material shall not be placed. unacceptable and subject to immediate removal and replacement in accordance with the Q alloy paving in accordance with Section 4C(iv) of this policy. ) P �-/ C)Preparation A)Before acceptance of any phase of construction, the Engineer shall determine if the c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to instructions provided by the Engineer. _ allow paving m accordance with Section 4C(iv) of this policy. 6)Acceptance 11 a)The prepared foundation shall be free from objectionable or foreign materials at the time improvements are in substantial compliance with this policy (except for any variances P 9 � and the approved construction documents C)Preparation A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements . 4 Q� of placement. granted) o pp ^� b The sub rode shall be sub ect to additional proof rolls in accordance with Section 203.26 B)The Engineer may, at his sole discretion, accept work that is not in conformance with this a)The prepared soil subgrade shall be free from objectionable or foreign materials at the are in substantial compliance with this policy (except for any variances ances granted) and the CID 15 N ) g 1 time of lacement, approved construction documents. 1 _-_- of the Standard Specifications just prior to placing the Aggregate Base on the subgrade policy provided that the work is bonded for a period greater than three years. The Engineer P n accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to shalt establish the extended bonding requirement. b}The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 B)The Engineer may, at his sole discretion, accept work that is not in conformance with this o a s of the Standard Specifications just prior to placing the Aggregate Base on the subgrade policy provided that the work is bonded for a period greater than three years. The Engineer �j , the satisfaction of the Engineer before any Aggregate Base is placed. i D S readin and Finishin in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to shall establish the extended bonding requirement. a o a)The Aggregate Basegshall be spread in accordance with Section 301.05 of the Standard the satisfaction of the Engineer before any Aggregate Base is placed. '�I D}Spreading and Finishing o C a a Specifications. -° T b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the a}The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard ° i� Specifications. .< F 2 Standard Specifications. c)Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the / n wc� o days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar Standard Specifications. ° C1. days or experience a measurable rain event prior to the placement of subsequent paving c)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. 11-11-�, courses shall be subject to inspection and acceptance by the Engineer. At the discretion Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or SHEET N0. m > , experience a measurable rain event prior to the placement of concrete curb shall be ° F C of the Engineer, additional proof rolls may be required. ° �a N� additional anal inspection and rollls may becrequired.by the Engineer. At the discretion o the Engineer, C602 , E,6 ', C o.-n °(>N T L� PROJECT NO. n � > r r0 ..5 U L.J[Y` W06-08 z >�. 2,_ - . oar g S 3 z 1 r) 9 8 00 00 IRT TC:838.32 Inv 532.95 20' Sanitary Sewer Easement 5>0' CURBING TO MATCH EXISTING CURB- ING Lot 23 YDRANT AND VA L VE CONCRETE SIDEWALKI Lot 24 Lot 22 1 1 LOT 25 00 I TO BE RAIPLACE 'CIO, A F TER WA TER MAIN NO PROPOSED WATER OR SANIYARY z CONSTRUC77ION SERVICE PROVIDED TO LOT ?5 O�* z U 3rcl 5t. NE "Gray 5t. per plat" 450 BEND E 10 W47 , I GA PI7 W) 16.5 0' HOUSE U 8e' OF PROPOSED E085"M FT 8 " DUCTILE ]RON WA TER IVA IN 8X8 TAPPING U 'D 20 WA TER LU Lot 14 P[�OPOSEE'i HOUSE _< D.ff. Wilkin5on'5 Lot 2 Lot 3 L9T Ll 5 Yor'Inlet, Ei HYDRANT PLUG AND U L) STORM 40' R/W 11i EXISTING Lot G STORM STATE OF East line W12, NW14 Lot 3 Lot 5 per Plat 11h I TC.84&87 f��846.75 WA 77E R Son- MH Son. MH 15 R_cp 10 VCP 10" VC EXISTING WATER J0.00' GENERAL NOTES: 1. TREE REMOVAL IN SANITARY EASEMENT AS REQUIRED FOR SANITARY INSTALLATION. ALL TREES REMAINING TO BE PROTECTED WITH ORANGE PROTECTION FENCE AT 2, ALL DISTURBED AREAS TO BE SEEDED UPON COMPLETION OF WATER LINE AND WATER AND SEWER UNDER CITY STREETS LEGEND SANITARY CONSTRUCTION. = EXIST. FIRE HYDRANT 13 Bedding, Hounching, Initial Backfill = EXIST. WATER METER N I 3. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND/OR EXCAVATED WHEN Bedding, hounching, initial backfill materials, placement and compaction for water mains, = EXIST. WATER VALVE NOTE: NO VALVES WILL BE water service laterals, sanitary mains and sanitary service laterals shall be in accordance = EXIST. YARD SPIGOT EXPOSED DURING CONSTRUCTION. UNDISTURBED TILE TO BE PLUGGED AND SEALED AT with the standard practice of the utility that has jurisdiction over the installation. A = EXIST. MONITOR WELL PERMITTED UNDER PAVEMENT. EXPOSED ENDS. = EXIST. GAS METER Final Backfill = EXIST. GAS VALVE 4. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS = EXIST. STORM INLET Final backfill for water mains, water service laterals, sanitary mains and sanitary service ANT STREET. = EXIST. ELECTRIC METER C"D laterals under and within 5—feet of pavement shall be B—Borrow for Structure Backfill = EXIST. POWER POLE meeting the material requirements of the City of Carmel Standards and shall be compacted = EXIST. POWER POLE W/LIGHT 92 5. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TR�ES, LANDSCAPING MOUNDS, FENCES, in 6—inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth = EXIST. POWER POLE W/TRANSFORMER LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT AWAY. of the material placed. The backfill for the top 5—inches of the excavation below the start = EXIST. LIGHT POLE SCALE. 1 " 30' 6. THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material = EXIST. GUY ANCHOR requirements of the City of Carmel Standards and shall be compacted to not less than 95% (LI = EXIST. TELEPHONE PEDESTAL 0 30 60 120 SIDEWALKS, OR ASPHALT. Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the 0 = EXIST. MANHOLE installation has a more stringent final backfill requirement, the more stringent requirement = EXIST. SANITARY SEWER LINE 7. ALL UTILITY WORK MUST BE DONE TO THE CITY OF CARMEL SPECIFICATIONS. Cl) = EXIST. STORM SEWER LINE shall govern. = RIGHT—OF—WAY LINE - 8. SAWCUT TO A CLEAN EDGE ALL EXISTING PAVEMENT WHERE THE PAVEMENT IS TO BE -gz� OPEN CUT FOR ANY CONSTRUCTION WORK. = SWALE HOLEY MOLEY SAYS MINIMUM COVER FOR PIPE CROSSINGS OF C11Y STREETS = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE "DIG SAFELY" fz� 9. ALL WORK SHALL BE CONDUCTED IN SUCH A MANOR AS TO MINIMIZE DISRUPTION 0 = PROPOSED MANHOLE IT'S THE LAW" For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary OF PROPERTY ACCESS. 0 Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum PROPOSED FIRE HYDRANT CALL 2 WORKING DAYS BE-FORE YOU DIG cover from the top of the installed pavement to the top of the 'installed pipe shall be the —OF—WAY SHALL CONFORM TO THE 10. ALL PAVING WITHIN THE CITY RIGHT PROPOSED BLOWOFF 1-800-382-,5544 0 pavement section practice of the utility that has jurisdiction over the installation has a more CALL TOLL FREE 1 'a REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL BLUE HYDRANT PAVEMENT MARKER PER INDIANA STATE LAW IC 8-1-26. stringent cover requirement, the more stringent requirement shall govern. CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE—CONSTRUCTION IT IS AGAINST THE LAW TO EXCAVATE SHEETNO. PROPOSED WATER VALVE WITHOUT NOTIFYING THE UNDERGROUND MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF TION SERVICE TWO (2) WORKING co LOCA 10 oo NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE (D DAYS BEFORE COMMENCING WORK. WORK AND TO REVIEW THE AUTHORITY OF fHE DEPARTMENT AS IT RELATES TO WORK C701 C) o Lj WITHIN THE CITY RIGHT—OF—WAY. PROJECT NO. 7 6 5 4 2 0 8 • .-4 "iD 00 1A CITY OF CARMEL WATER UTILITY WATER AND SEWER UNDER CITY STREETS in U V Mueller Centurion A-423, Or Equal V-0'Minimum APPROVED LIST OF CONSTRUCTION MATERIALS w Bedding, Haunching, Initial Backfill � � � � Painted "Safet Yellow" Undisturbed Ground 00 Y Match Existing Pavement Bedding, haunching, initial backfill materials, placement and compaction for water 00 d' 1. Water Main: Shall be Ductile Iron Pressure Class 350. mains, water service laterals, sanitary mains and sanitary service laterals shall be in C) U SIZE W" U"" "T" Material And Thickness 2. Reflective Warning Tape: Shall be installed 18in above pipe. Existing Pavement, Saw IJ�� 9 P P P accordance with the standard practice of the utility that has jurisdiction over the M M 00 a, Cut Straight Edge 3. Tracing Wire (10 or 12 gauge): To be installed with all water mains. There must s" 2'-s" 2'-0" 4" 9 installation. X W be access to the tracer wire at each valve box, with enough wire in the valve box 4" pproved Excavated Material In Unpaved - " 8" 2'-6" 2'-t" � �� to insure the proper connection to the locating machine. w W c �� /iXV 4" Areas Unless Otherwise Directed 4. Fire Hydrants: Shall be Mueller (Safety Yellow, M.A.B. # 0433291, Sherwin Williams Final Backfill C a 3'-0" 10" 2'-6" 2'-3" 6'Valve Box 2'-9" G ! # F75YP2) (Carmel Clay Spec. hydrants shall be open right and will have a safety Final bockfill for water mains, water service laterals, sanitary mains and sanitary P4 Min. 12" 2-5 4 �% blue stripe around hydrant bonnet from the factory). The hydrant pumper nozzle service laterals under and within 5-feet of pavement shall be B-Borrow for Structure V 15" 3'-0" 2'-8" 5" /ij // Note: Under Existing Sewers, Wale Lines, shall be of one-piece design, compatible with 5" Stor7 hose coupling. The nozzle Backfill meeting he material requirements of the City of Carmel Standards and shall W En \ P shall be an integral part of the fire hydrant and must be furnished by the be compacted gin 6-inch maximum lifts to not less than 95% Standard Proctor 0 18" 3'-6" 3'-0" 5" Special Backfill Under //\ Electrical Conduits, Backfill With _ p o ' 21" 3'-1 t° 3'-4" 6" Pavement,Ordered Tamped \� /j Granular Bedding Material To The - manufacturer or authorized distributor designated by the manufacturer. Mueller model Density for the entire depth of the material placed. The backfill for the top 6-inches \/ 9 290220 for casting and 290221 for cap. Storz adapters will not be accepted. of the excavation below the start of the aggregate subbase of the pavement shall be CD In 6'Layers 'i;\ //j 1, Centerline Of The Existing Utility 5. Valves: Shall be resilient seat gate valve, Mueller only. (Carmel Clay Spec. valves p a I 24" 4'-3" S-8" 6" Special Backfill Shall No. 53 Stone meeting the material requirements of the City of Carmel Standards and Conform To The `/ / Lines. shall be open right) Butterfly valves shall be used for sizes over 12in. 9 q Y a 6" Gate 4 27" 5'-6" 3'-11" 6" city of Camel Standards HOLEY MOLEY SAYS 6. Fittings: Shall be Union, Tyler shall be compacted to not less than 95% Standard Proctor Density. If the standard C702 1'-0" Min. �% \ ..__ For Flexible Pipe With Solid Or Pmfie Walls, „ „ 7. Mechanical Joints: Shall be made with Megolugs. practice of the utility that has jurisdiction over the installation has a more stringent V1 Valve 4 4 Q 30' 5'-9- 4'-4" 6" r\ aj Granular Bedding Material Shall Be Placed DIG SAFELY 8. Valve Boxes: Shall be Union Tyler or East Jordan Iron Works final backfill requirement, the more stringent requirement shall govern. a Q /1 36" 6'-3" 5'-2" 6" >\\ \ ss A / / And Hand Tamped In 6•Layers To A Minimum �� » 9. Post Caps or Box loks: Shall be installed, with each gate valve. not to be used 6'-„" 8" �/ ° ° \ of ,'-0'Above Pi ITS THE LAW *** W Bedding Material Conforming To 42" \/ ° ° pe on butterfly valves Water Main p� INDOT 903.02, Size No. 8 g �i/ o° o°° // CALL 2 WORKING DAYS BEFORE YOU DIG 10•Curb Boxes: Shall be Union, Tyler a 48" 7'-4" 9" MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS y 4 " "4 4 1 Q Q 4 Q �\ °'a v°°°°a°° //� Bed Pipe In Specified Granular Bedding 1-800-382-5544 11.Tapping Sleeves: Shall be Smith Blair, Romac, or JCM ^ i One 8"x8'`(16" Solid 54- 8'-0" 9" i °°° ° °°a° Sato Hand Tamped In 6' above pipe layers to 12.Re air Clams Shall be full circle stainless steel with ductile lugs. Smith Blair 226, Cone. Block Or 6"Pdin. �� \/ice/!.�//i/ /i\/i��!i Uate of Shall Confom To INpOT g CALL TOLL FREE P P 9 on on �, i � 6Q^ g'_6" g" /\, PER INDIANA STATE LAW IC 8-1-26. Ford F-1, JCM or Mueller equal. For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, 00 Hydrant Assembly �. \i�� \�/ -� 903.02, Size No.8 IT IS AGAINST THE LAW TO EXCAVATE 13.Ta ed Repair Clamps: For '/,, 1n, 11 2 in, and 2in tops on PVC, 11 tin and tin Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, Tee - M-J. Class"B" Concrete 66" 9•_1w 9" Undisturbed Earth i PP P P ( 1 / P / rY Y 9 1 � N Restrained WITHOUT NOTIFYING THE UNDERGROUND on Ductile Iron and service repairs) shall be 12in long, full circle stainless steel with the minimum cover from the top of the installed pavement to the top of the installed C9 - A Base On Undisturbed "W" or "U" At LOCATION SERVICE TWO 2 WORKING z Length And Fittings g 72" 9'-8" 10 To Of Pie ( ) ductile lugs and tapered threads. Smith Blair, Ford, JCM, Mueller. pipe shall be the pavement section practice of the utility that has jurisdiction over •� t� round. p p DAYS BEFORE COMMENCING WORK. W a As Required 14.Sample Stations: Shall be installed at the utilities request. the installation has a more stringent cover requirement, the more stringent ° q 78" 10'-3" 10" ' Note: "W" Is The Maximum Width For Rigid Pipes. (GIL Industries model # EH101). requirement shall govern. W Notes. "U" Is The Minimum Width For Flexible Pipes 15.Service Lines: 3/4in, 1 in, 11/2in, 2in, Shall be K - Copper. 1 At High Points Along Main Water Line Where 5. Hydrant Valves must be restrained to the tee In Accordance With ASTM D-2321. 16.Brass: Compression Fittings. Pack Joints not allowed Indicated On Drawings, Anchoring Tee Shall with either all thread, or an anchoring tee. TRENCH SCHEDULE (See Meter Pit Specs. For Make and Model #) 17.Joint Restrains: Shall be Field Lock Gaskets or Mechanical Bell Joint Restraints. Be Set At 45- Angle Upwards And Connected To 6" 45 Bend. Main Water Line Shall Be " Table Is For ASTM D-3034, Wall Thickness 18.HDPE Sleeves: Shall be used for services that cross major city streets. W Class SDR 35 For 6"-75" And ASTM TRENCH DETAIL ** '/4" & 1" lines will use 3" hdpe sleeve CITY OF CARMEL UTILITY ^ Lowered To Provide Sufficient Cover As Specified. **1 1%" & 2" lines will use 4" hdpe sleeve U t.4 F-679 Wall Thickness Class T-1 For FOR SEWER AND WATER MAINS NITS 19.Additional Kickers: Shall be solid block and brick. No poured concrete. PIPE INSTALLATION + R H 2. All Joints Shall Be Restrained Except In Run 18"-36. For Other Flexible Pipes, Minimum Trench Width "en Shall Meet �: All work shall be in the best practices of the water utility industry and the American � O � � W Of Tee. Ten£ Manufacturers Requirements. 3 Hydrants Shall Be Set At 500' Max. Horizontal CITY OF CARMEL FIRE HYDRANT CITY OF CARMEL TRENCH DETAIL & Water Works Association, and in accordance with all applicable federal, state, and local Z Distance, Or Less As Specified By Fire Department 4. All valves must include Posi-Cap or equivalent STANDARD DETAILS ASSEMBLY STANDARD DETAILS TRENCH SCHEDULE codes and regulations. p i-4 awn . Drur.by. Furthermore: V Date: March O1 Scale: Not To Scale Jones&Henry Drawing Nome: C,y3 Jones& Henry Drowin Nome' Engineers,Inc. Date: March 2001 Scale: Not To Scale 9 CW3 EflQneefS,Inc. City of Carmel 1)Any damage done to the City of Carmel Water Utility's system by the 0 Meter Pit and Service Line Specifications - 3/4" and 1" Meters Contractor/Developer or his affiliates shall immediately be repaired, to the Approved Material List 03/07 satisfaction and direction of the City of Carmel Water Utility by the BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE _- _-_____- __ _ _ -___ ___-- _ Contractor/Developer at his own expense. ALL WATER MAINS. TRACER WIRE MUST BE INSTALLED WITH ALL Item $ Description �- 5/8" x 3/4- meters t" meters 2 Should the Contractor/Developer propose to depart from the specifications contained 3 WATER MAINS LAID w CARMEL. - --- ------------ ------ - ----------_-- herein, he shall submit samples and/or specifications of such alternatives to the 0 N -, 3 m m o 1 Meter Pa Cover Ford Cat ( Ford x43-1 City of Carmel Water Utility before proceeding. z o N' o U) > Q with hove for touch read Tyler 6150 Vestal 20x24r M and Plug -Y- McDonald 74M3CTP A.Y.McDonald 74M43xTP 3)No work shall be performed under conditions which in the opinion of the City of z o z z ° x m I (Piug can be Cast or Plastic) I Carmel Water Utility would adversely affect the quality of the finished job. 0 0 o w � ¢ N ----- ----- - -- --- - - ------- - -- 4)The Contractor/Developer shall conduct his work so as not to interfere with the 0. 0 � New Pipe Shall Be 2 Yoke Ford Y502 Ford Y504 I v Existing Water Main Installed Under The Moeller H502D-203 Muller 504G-33G present operation of the existing City of Carmel Water Utility's water/sanitary sewer _ Topping Sleeve Existing Water Main -' __ _ _ g A-Y-McDonald 1a-2 A.Y.McDonold 14-a - system. If any work interference is encountered between the City of Carmel Water J J J J J PRESSURE PIPE JOINT RESTRAINT TABLE See Trench Detail ----------- ---- ------------ ------ M °°° ° ° For Backfill Requirements � ,,,,^ Ford Utility and the Contractor/Developer, the City of Carmel Water Utility will receive w Length Of Pipe R T Restrained 3 Street Side Angle Valve Ford AV94-32. ,Q AV94-444 '/t0 priority in scheduling. A.Y.McDonold 4602Y-023/4X02 A.Y.McDonold 02-4ye-44 0 D 0 CD In Each Direction From 1/4 Of Bend _ _ _ Mueller b14273 Mueller b w o ra E-• ONO O -- Based On 150 PSI Test Pressure ¢ ��\ /` 4 House Side Angle Check Valve Ford HHA94-3230 Ford HA97-444 Q � �� Mueller H14245 A.Y-MaOanald ,z-3Ye 44 CITY OF CARMEL WATER UTILITY Degree ® valve Of Bend Existing Water Moin A.Y.McDonald 12-3YO33 No Mueller for th's port ° �o 0 6" 8' 10" 12' 14' 16" 18' 20" 24' 30" New Water Main � / ---- --- ---- --- -- -- - ---__ z �o z 5 Meter Pit Frataa HDPE Fratca HDPE I DEVELOPER INSTALLED WATER MAINS ^� Check List w Q W Varies Ld O-,Tees v v v o v v v v v o o / l 20"w X 48'd 24"w X a8'd & Plugs 27 35' 42' 50' 58' 65' 73' 80' 95' 115' I Mid Stote-Soniloc Mid State-Soniloc I w vvvvvvvoov 12" Min j vvvvvvvvvvv o v v v v v o v v v zO w X 48'd 24"w x 48"d 1)The Developer will submit two 2 sets of preliminary plans or e propose z ° z Q) Tee v v v v v v v v v v v New Water Main 45 7' 9' i t' 13' 15' 17' 19' 21' 24' 29' vvovv - --- - ----- development so the City of Carmel Water Utility can determine the main location L ° �o 00 00O 6 Service Line 3/4" K Copper 1" K Copper and sizing, location of hydrants, service lines and valves to conform to the City of ° Dw° 22-1/2 3' 8' 9' 10' 12' 14. v v v v v v --- -------- --- -------- --------------- Bend vo°o°v v'oov 7 Cor Corporation Sta Mueller H-15008 3/a" Mueller H-150G8 1" Carmel Water Utility's standards and specifications. z� dZ UJ As Required Varies v v v v v v v v ' p p 11-1/4 2' 2' 3' 3' 4' 4' 4' S' 6' 7 \/ i� \ r, /, A-Y.McDonaid 47010 3/4' A.Y.McDonold 47010 1' 2)DeVelaper will provide plans that conform to the Clty of Carmel Water Utility s X W ° Ford F1000-30 Ford F1000-40 standards for main extensions. In general, the City of Carmel Water Utility will N i or 5; Bed Pipe In Specified Granular __-___-- -- ------- ---- ---- fin ° w Bedding Material Hand Tamped In -- respond within ten (10) business days. w ° o U a o cri 6' Layers To Pipe Centerline NOTES: 3)Contractors shall call City of Carmel Water Utility for an on-site pre-construction W-i o m W Note: All Joints Shall Be Bedding Material Shall Conform pit need raised to grode, a Mid State Meter Box Extension should be used. No meeting before work begins. Contractor must have a roved Ions on-site and all �' > °� Restrained Except ng •Should meter I In Run Of Tee. To INDOT 903.02, Size No. s meter shouldbe raised more than 6 without approval from Carmel Utilities. USING BRICKS OR materials to be used must be approved by a City of Carmel Water Utility inspector. Q <0 U F J o a Restrained Joints Shall Be Mechanical Joint With Retainer Glands, CEMENT BLOCKS IS NOT AN APPROVED METHOD OF RAISING A METER PIT. 4)Contractor will allow inspection by City of Carmel Water Utility inspectors during the w w W I-<W _ US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, .Should the meter lid need raised it should be done with a Ford Elevator Ring Port #ER15CX or construction of the water main extension and will honor the City of Carmel Water z a- a-a °u'0_ Or Equal. ER3CX. Utility's request for field changes in main extensions related to location, °°°°w° p�qN SECTION •Service lines require compression fittings only. No Pack amts Allowed \No fittings should be fin F U, cn N made in the meter pit)Must have a continunous piece of copper from meter to at least 5ft. workmanship and materials as they relate to City of Carmel Water Utility standards > > >> J w www�ir=-w outside Meter Pit, on house side. and specifications. a �of °� NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS •There shall be no buried joints or couplings, except for the corporation stop on the water *All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. "aces: main. to 12" above the pipe. 1) llegolug flanges shall be used for ail mechanical joints. •No pit shall be installed in a traffic area, such as a driveway or sidewalk. *Blue Reflective Warning Tape must be installed 18" above all water mains. Tracer \ ��`` t,SWE4,0 ''r,, TITLE 2) Bel end pieces of pipe 4 ft. and smaller shall be considered TM-E: •The meter pit is to be installed just off the utility easement, on private property. In the middle wire must be installed with all water main laid in Carmel. 4i�ONO.` S F ARM JOINT RESTRAINT scrap.and shall not be installed into system. CITY OF CARMEL WATER MAIN of the lot 5ft. Left or Right of Center, As close to eosment line as possible. 45TFR••CITY O C EL 5)The Contractor will have water main extensions pressure tested per City of Carmel ct'�••there will be c re inspection fee for each add tional inspection needed Utility specifications and witnessed by City of Carmel Water Utility s inspector.* STANDARD DETAILS TABLE STANDARD DETAILS CONNECTION DETAIL •METER PIT LID GRADE SHALL BE FLUSH WITH THE GROUND.(HOMEOWNER SHOULD BE ABLE To 6)Thel Contractor will conduct the disinfection of water main extension, with direct - * �E1020133 Jones&Henry Janet Henry MOW OVER LID) supervision by a City of Carmel Water Utility Operator. The Contractor will also be Dote: March 2001 Scale: Not To Scale ry Drawing Name: CW10 Dote: k!arcn 2D01 Scale: Not To Scale Growing Name: Cw5 Engineers, Inc. Engineers, Inc. STATE OF responsible for the de-chlorination of the water flushed off during disinfection process. ".• �NDIANP• �\\\c 7)Only after the water main extension passes the City of Carmel Water Utility's jb�` \\�.� Lid Flush Fturn laboratory testing, and two (2) sets of AS-BUILT plans (One Electronic Copy) have With erode 1 cy;trt Grode� `-� the City of Carmel Water Utility. I rl been turned in to the City of Carmel Water Utility, will the water be turned on by 5' V,fib 'g�X 8 *The develop er's contractor shall be billed for all bacteriological lab services. h Cover/Lid f _ ) P g W.t C erjL-d � �NMI'�' ,•, S E SHIII.DS JR. P E. 1333 _ 3 � 0 4 HDPE Sleeve" FI�PE eve"' # i4• y) 7 (ilnder 1Vl'1nt}-k NOTE: lV�.t: (Under Pvmn,,) � j 1� 11 " Or Smeller Service Line 1 1 " Or Smaller` Service Line CITY OF CARMEL UTILITY I a Shelf He Direct T r, - a ! ° t7p Unless Z ��I('ilr Be Direct ,t,�p v.,t.-.5;� -•. S• f i ! � 3/$• RE9AR ' 1 Ap�rt�ved r3 Cnrrne1 Utilities. LENGTH W11 VARY STANDARD NOTES: Approved L?y Ctlrrnef tJti:rues. � X ' t 1 -- � t � 7 s I a COrD01.0 00 Stop Shell Be _ j < f ! - 2J ,,�0rporation Stop `_:rr�?! Be _ , 4 _ � YrATL�• 1) Absolutely no Kennedy fire hydrants or valves are allowed. ° !_ Block Riser �3rerlb And Iti/adel Approved E�y f ---_ _ � ----- �. ' - - Brand And Vodel 4,pproled By Maly SERVICE LINE rJlcck Kiser r f I To HOME 2 Only Tyler valve boxes are allowed. � - Concrete Bruck Garrr?et Utilities. 3 Ductile iron pipe in lengths of 20 feet is the only length allowed. Carmel Utilities. ) P P 9 Y 9 Curb Stop f r~ Service Line Top ShOI! �e lly , 3, ,�arvt•ce Lute lap 3hoi! Be 4) Posi-caps or the equivalent are required on all water valve installations. � Copper Serv?'ce ;ne ? p 1' Copper Serv.ce ;rye 1 STANDARD METER PIT INSTALLATION ) \ / /1 /nstc7/lPd With A h,tn. f fnriz. 5 Tracer wire must be installed with all water main laid in Carmel. lr7srelled With A Marl. I-loriz. � =% { ' \\ Sep'o`rotion of 24" FOR 5/8' X 3/4'AND 1" METERS NOT TO SCALE 6) Warning tape must be installed 12" to 18" above the water main. s \_'orocrot;on Sto Se ara tion r_nT 24" \._.p P � + s � Corporation Stop Note: � topper.' Full-Circle ( Voter rfain lapped Furl-Circcle ; 4# 2 Inch Taps And .'n7aller h'rap Around � 4'� � 1nefT Taps Arid SrxFOtler Wrap /roan:;' `) 1) PVC pipe (6' in length) to be used to mark water service stub. � ytointrss steel Shall Nat Be /nSt:JlIeC7 1"v7ithlrl Sto;nfess Steel tvnrEr A!oin Shall blot Be inStfl/l�'d �7ithin 2) All bacteriological lab services to be billed to developer's contractor. Lenrth - 1/arie-s 5 7ery:'r e Clamc Length - Var;es 1'-0" 5' Within 18 lncheS o f Mechanical Service GJamr within 18 Inches C?f Mei:han cal -_ ._ o s a: (Verily) ti 17DrnF Siceve'• Joints Ar7dellS. NCPE Sleeve" 10ir1ts And Bells. NOTES: (i/ndar Fvmnt}� `' (Lr,t�er Pvmnt I ? o GENERAL NOTES: - r _ - �1 1. All ductile iron water mains shall be bedded in sand from the bottom of the trench to 12' above the pipe. .f 2. Fire hydrants shall be Mueller (Saftey Yellow, M.A.B #0433291, Sherwin Williams #F75YP2) (Carmel Clav Spec. 1) The contractor shall contact all applicable utilities and verify and and all O Z r#WVA1,E-PP i KarER hydrants shall be open right and will hove a safety blue stripe around hydrant bonnet from the factory). The -. , t - ___- --- j u� hydrant pumper nozzle shall be of one-piece design, compatible with 5" Storz hose coupling. The nozzle fees associated with the installation Of all Utilities.o -- shall be an integral part of the fire hydrant and must be furnished by the manufacturer or authorized 2) Provide thrust blocks for all water line bends and tees, including tab s �Curb Stop distributor designated by the manufacturer. Mueller model 290220 for casting and 290221 for cop. Storz _ connection. adapters will not be accepted. '� �Ct7rG ErOX oGpprr Scry-' e, Line lith Coverj ud 3) Contractor shall coordinate with water company for domestic and fire °' w Copper Service erne service. Connect to building domestic and fire line. Coordinate with plumbing SAW CUT FOR CLEAN BREAK drawings. ww � EXISTING 5' HMA SURFACE 4) Coordinate location of electrical and telephone lines With local utilities. w 3' ;cr,•ice Saddtt A+use He G n;rfed For Services 1" And Smaller Ar)v _ - _ -- PAVEME T Coordinate location and size of gas service connection and installation of � QI a "e,ryice Soddre Must Be �rrT;tteo Far 5'erv;CCS t And Smouer Arid __ __ 'r�a, Duct;le Iron Pipe, Closs .350 Or Greater. (Verify -- e ell with S company. ------ --- - ....---'----- - ---- --'-- Dire�t 7v' rtifU:7C tfJ .� , 5 Coo rvrrn owner For Pressure cross Olen.) If CITY OF CAI.�1EL rt1'ti;: RESIDENTIAL WATER SEIt�'1[:[; � 9 ri, a 3 11 recr lops Mode to %uctile troll Pipe. Cress 35f7 or Greeter. (Verity !- rTtTik. I SefVIC line and met h a a CITY OF CARMEL RESIDENTIAL I1A ER SERy[CE Vv&v! 0*ner Far Pressure Class OIP) i P o I STANDARD D1✓TAILS I4IT11 CURD STOP DETAIL 6) Coordinate locations and connections of building storm lines with STANDARD DETAILS (NO CW11I1 STOP) DETAIL �• For oll Service Lines ,nstcrutd under , avement Instoll HDPE Sleeve ____ CO r - mechanical/plumbing drawings. o �: •• ear o,Jt Service Lines Installed tinder Fovement kst ll HDPE Sleeve --.----- ----- -._.__- -- Jn,fcr Pavement Section, t4A� Y CRA*IN.1:1liE \ fI•�der Paver-ant SeCtiCn, �c"!�11-fir" vwpl,' au DRTE; MAR 71 2307 St AL @:AU'T'tU SC:4Le ChU5SR0AU Ia+GIYELl '(: Cw4-2 �U� 7 Verify existing invert and location Of sanitary sewer. Adjust inverts as o i 1%a'1`i;_MARCH 20071 SCt,f;: NaT" t)SCALE CRaSSl?OAUif;INEEA.S, 1'l C)f4-;t ,� O O O O NOTES: Y 9 rY 1O THICK PLAIN CONCR QO 0 O I. NEW SURFACE IS TO BE SLOPED AT THE SAME ro BE FrNrsHE� t.s" �� required. Document any changes. BELOW THE EXIS7iNG RATE AS THE EXISTING SURFACE. ll) C- PAVEMENT ��O 04� 2. EXISTIPJG PAVEMENT IS TO BE SAW CUT FORA 8eWealStaltemSO andridomesta/fire8line servlicelearance between storm/sanitary o r O \ Carmel Water UtilityResidential °OOH°O� MIN. CLEAN BREAK ELOwABLE FILL TO BE BOTH 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. y rs N PLACED ENTIRE TRENCH TO o BOTTOM OF CONCRETE SIDES 4. 1.5" HMA #11 SURFACE. 9) FOIIOW all IOCQI and State Codes in reference to domestic/fire line [may 7 OF Water line responsibility ELEVATION TRENCH 5. BITUMINOUS TACK APPLIED AS PER INDIANA installation and storm sewer/sanitary sewer installation. ° DEPT. OF HIGHWAYS STANDARD SPECIFICATION d Carmel Water Utilities is responsible for water service lines from the water main to the meter pit,( the 409 & 902. 10) Coordinate location of required conduits for light poles, telephone service a CO F n. meter pit, lid, and casting are the homeowners responsibility ), all plumbing from the meter pit to the 6. ALL LANE MARKINGS, STRIPING, STOP BARS, Etc. and irrigation system. C home is the responsibility of the homeowner, all repairs and associated costs are the homeowner's ROAD CUT PATCH DETAIL DISTURBED OR REMOVED DURING EXCAVATION ACTIVITIES, SHALL BE RETURNED TO THEIR 11) Coordinate Utility conduits With service providers. responsibility. If there is a curb stop, all plumbing past the curb stop is the responsibility of the NOTE: N O VALVES WILL B E (NO SCALE) ORIGINAL CONDITION. SHEET N0. y 12) Sanitary sewer laterals, water service, & electrical/telephone conduits homeowner and all repairs and associated costs are the homeowner's responsibility past the curb stop. 7. PLAIN CONCRETE IS TO FINISHED 1.5" BELOW shall be granular backfill for entire run. o n° THE EXISTING PAVEMENT. g *For water service and Sewer Lateral Installation: Locate the middle of the Lot and install Water 5' PERMITTED UNDER PAVEM ENT. 8. CUT SHALL BE STEEL PLATED DURING CONCRETE 13) There ore to be no water valves or manholes plcaced within the m D u ° ° v left of that line and Sewer 5' right. A 6' piece of PVC pipe is to be used to mark the water CURE TIME AND UNTIL ASPHALT IS APPLIED. pavement, curbs or sidewalks. �h service stub. All service lines are to terminate 8 behind the sidewalk PROJECT No. T ,,� ***note**** new construction water service stubs shall extend 8' behind sidewalk and be turned up and T_ left 12" below finish grade J W06- Qo,, g 4' g 2 g 7 6 5 4 3 t 10