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Home My WebLink About06020015 Carmel Arts Building Civil Plans (18in x 13in reduced prints) issue date 3/10/06I CD M CD N - rn (D CD CD 0) W CONTRACTOR PARKING AREA „14v. w. _ 0„•yZ ,:, t, "I _ �� , � '�O PLAN NOTES GENERAL NOTES EX. 109 T f i rL rQ _ _ _ !1r_ -- - - q�� OO �. 0� p'"� 826------ - - -� -� _ 1. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY C I - - P PROTECT EXISTING CONSTRUCTION OR UTILITY TO REMAIN. C d N C * '� � r ' ` = . • - 3 (� C �ti fro 0r�� o, ' 4 O°� _.... » 0� 0`I6 COMPANY SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE [Q�j[Q� ` ; `'�.� dff.�.- �� „.v. ''' s�t, __ - _. - _ - A UST EXISTING MANHOLE RIM OR UTILITY VALVE TO NEYV E11:11ATION V t r' 1�:.V• -,� _w_ . :1;- .._� ._�i }_ _ t. .a..i •.... -..__ -._.._ Li..- _.._....._.. t'r:+..a.ivF:�%�.+.:a _ _ _ CONTRACTOR SHALL NOTIFY THE OWNERS OF WATER, ELECTRIC, OR GAS METERS "r X. 1' �.- ::;, 1 _ - - ►,._ .._ _. - _ +� r,_:�-- r� ?l� =fix ____ - -- __ -_ -_ - �.-- - ) REQUIRED. SEE DRAWING C300. _ 18 ICP 12 CLAY �:._ `y _ - (30 R�W)(P as (UNLESS OTHERWISE NOTED) WHEN THE METERS ARE READY FOR REMOVAL, AND T;` = 8:24'. =' 0 �j.. _ - - M S}V111 BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE f 8 { Ot SALVAGE EXISTING STREET LIGHT do Pot1= FOR RELOCATION WHERE yKJH LOCAL REQUIREMENTS -^�' }.. - ..F`-' '�r't� ; ; fp ^' �� 1St Street N W '7 - -- �,( ; r i r h° '�� INDICATED ON THE SITE LAYOUT PLAN. 14.01 INV. f ,- €Sii.7�3 5� �! C7 `,, Y _ ONST O2 SALVAGE EXISTING PAVERS AND STORE FOR RELOCATION WHERE DIRECTED. 2. THE EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON THE BEST t ,� r , ,_� ``1 �' �� :� LIMIT INE t As p h a 1 t SALVAGE AVAILABLE INFORMATION. THE CONTRACTOR !S SOLELY RESPONSIBLE FOR i fCP _ THESE LOCATIONS AND ANY DAMAGE WHICH rs DONE TO SAID _� _ � VERIFYING ____.__._- •_._._._._.___._. � _'�` � -�-� � -'� it •.• F- , � _ C C N C , __ ..._ __ -_ ..._- _ - . _. _ _.. .. ��. _ I ... ��h ° � ~l . �.� ^..- _�..... v � °'� �� '� ' �'��~� - r �o "`� 4 EXISTING WATER MAIN TO BE KILLED AT MAIN CONNECTION PER CITY ��. - REQUIREMENTS REMOVE OR ABANDON REMAINDER AS REQUIRED FOR 3. ro•�� -- - - $ c - -* BUILDING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STUDY THE PLANS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY EX 111 �' `ti f '�° = ;;<< 08 i : �cc•- _._+. _ __ .� -_._ • .� . _... _t_.� ;_. '�.�,<_..-4t ; t - 5 EXISTING SANITARY SEWER MANHOLE & PIPE TO BE REMOVED. VERIFY TWIT WITH THE SITE DEVELOPMENT PLANS. NO EXTRA FEE WILL BE PAID FOR THE 1V TC = 825.19 '' �� '; i i `I :: _ 82 ;:; i I / 1 + r,� ;,, i i��',' O INCOMING PIPES ARE NOT USED. SEE SITE UTILITY PLAN FOR SANITARY REMOVAL OR RELOCATION OF ANY ITEM NOT LISTED THAT IS VISIBLE UPON A �� } . i �' its` i ' Z1r: h + , I i i s + ji( x �j`L ;tom 1 ♦ T. at INV. S. - 816.20 t, S o / �, ;' s, -i �y . =, f.:, -�C,I ! # f t r �„ ,° �, o` SEWER RELOCATION. PLUG PIPE AT MANHOLE TO REEMAIN. SITE VISIT. THE DEMOLITION LEGEND AND NOTES ARE INTENDED TO SIMPLIFY Co. INV. W. = 816.41 t... i1 j ; "+. iS'E. = °i''.t� -�' 1 , r .' ;�'b F rO THE DRAWINGS, AND DOES NOT GUARANTEE THAT ALL ITEMS ARE ADDRESSED. INV. N. = 816.19 fir+, 1 =I'll ' + �" t`$ ,� f ¢- + I I j 1 .', j r'� - �1 �1. O6 EXISTING STORM SEWER INLET OR PIPE TO BE REMOVED. SEE GRADING I ! O °' AND STORM DRAINAGE PLAN FOR RELOCATION. CAP EXISTING BEYOND LIMITS [,P' t "�' 4. REMOVE FROM SITE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM �. n d a e , � OF NEW CONSTRUCTION. DEMOLITION OPERATIONS, IR" X. 112 - -� If "i�' ik > ';: �� Timbers ` 1 y 0�� p I O7 REMOVE EXISTING CONCRETE CURB, WALK, OR PAVER SUB-BASE. SAWCUT ALONG 825 # . 3 + �� l�. BACK OF CURB AND TO NEAREST JOINT PAST LIMITS OF REMOVAL AND REMOVE 5. NO BURNING OF ANY MATERIAL. DEBRIS. OR TRASH ONSITE WILL BE ALLOWED, 81` .`0 �(0 y^! , I UP TO THAT JOINT. EXCEPT WHEN ALLOWED BY APPROPRIATE GOVERNING AUTHORITY AND OWNER. IF t vi'. L.- 813..x8 :� r� - ALLOWED AS STATED ABOVE, BURNING SHALL BE PERFORMED IN A MANNER h 8l -,;1 , ti f I o, O RELOCATE EXISTING FIRE HYDRANT do VALVE WHERE INDICATED ON THE SITE INV. N.= 811. i'i s ! Asphalt }1 v > Dry $ } °i .rl PRESCRIBED BY GOVERNING AUTHORITY. ATTEND BURNING MATERIALS UNTIL tl f j ; N a l t J. .y ,,�..,,. +` r �� I UTILITY PLAN. FIRES HAVE BURNED OUT AND HAVE BEEN COMPLETELY EXTINGUISHED. I CJ 1 r0' rIx' ' I 18.2' O9 REMOVE EXISTING ASPHALT PAVEMENT. SAWCUT FULL DEPTH IN A STRAIGHT I' ( LINE WHERE ADJACENT IS TO REMAIN. 6. TRANSPORT MATERIALS REMOVED FROM DEMOUSHED STRUCTURES WITH i '� . • �� : � `i it rt ` I t ' APPROPRIATE VEHICLES AND DISPOSE OF OFFSITE TO AREAS APPROVED . \� , Brick 10 REMOVE EXISTING TREE OR PLANT MATERIAL FOR DISPOSAL BY GOVERNING AUTHORITIES AND APPROPRIATE PROPERTY - �• gam ` 1 a Gar "' OWNERS. -1 �, - ti r I t: �. age cV 11 EXISTING POWER POLE AND OVERHEAD UTILITY LINES TO BE RELOCATED BY C7i 3 L # ` ( THE AFFECTED UTILITY. �'�- j �� A �� oo �� - `� i I I 7. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL DEMOLITION PERMITS. T ' I { I 1 , i2 REMOVE EXISTING SITE APPURTENANCE NO LONGER REQUIRED. ! i 1 c ti n+ t rf s;. -'� r +' t t ^� 18.2 D I e n e ra t o r •, ,; f � , 8. STRIP TOPSOIL FROM ALL AREAS TO BE DISTURBED BY CONSTRUCTION GA °� 'h' i I I ' OPERATIONS OR MATERIAL STORAGE. G ? ` +j ; I 9. ALL EXISTING SITE IMPROVEMENTS MUST BE REMOVED FROM THE SITE. PRIOR A s h a TO CONSTRUCTION THE DEMOLITION CONTRACTOR IS TO NOTIFY THE ENGINEER O °`? p It ro` �. j; T f I i 20.2' WHO PREPARED DEMOLITION DOCUMENT IF THERE ARE ANY DISCREPANCIES. 1 -Story ick �� %�...4 ; ! I I M `Hood t ' �. 10. SITE PREPARATION FOR THE BUILDING SHALL BE AS INDICATED ON THE y 20', WIDE ; I ; Building 1RACroR l -Garage CQN STRUCTURAL PLANS AND As SPECIFIED. {I i STAGING AR .1� '� 11. THE CONTRACTOR SHALL TAKE EXTREME CARE TO AVOID DISRUPTING THE 8 ► 2' �. I 1 Chain L ink _ '_ .7 ! ! F �� EXISTING BUILDINGS AND RELATED BUSINESSES ADJACENT TO THE SITE 12. THE CONTRACTOR SHALL CONFIRM THE EXTENTS OF EXISTING UTILITIES ON THE Security Fence I ^ �� (' �i 20.1' SITE AND ENSURE THAT THE WORK SHOWN ON THESE PLANS WILL NOT ADVERSELY fi • f,� + tt ll i , 0 ��r I 1 � f „ � !t ,�-=•, � (, E J � � AFFECT UTILITIES AND DRAINAGE PIPES SERVING OTHER BUILDINGS IN THE i ; • 'vG• h �� % 0 STRUCTION t ( `t WO O d d' VICINITY OF THIS SITE. C7 s If it. C O rn 16� L MIT LINE 'fit. o O t LEGEND: ! I; .. 2,� e �• �� I 1 I 20.1 INV. W. = 818.41 i0 INV. SE. = 818.31 .� _ Construction Limit Line EX t 4l \ Y cA ATE / (.1 ry0 1.. .... I 0ti1 4--- ---- '_ 1� INV. S. = 818.31 41 I TC 825.'75 x� ._ .. - -_.... � ! - - � ._._ %_ A,. __- -'.�• !,�`' ��' 0`ti 0 Post ._I , ; E = �,- �-� -. Cg _0� -- � � �`� (6� ® Air INV. S. _ X16.79, ;� E., ,G �,► - - -'�-c Conditioner Pad INV. N. - 816.91 •> Y - t� - - -- �`ti rL -' 0' VCP CONSTRUCTION �� t -�ti� 0 Water Valve (� Handicap Parking 8 CLAY 10 CLA 8.,- r_ __ -,__ = A) I ey y CLAY �° �� • LIMIT LINE _+ _ _ _ = ,► �'v - - r ��-- ,-'-�- �- ' �� -� w Are HydranT Parking Bumper Light Pole EM Deciduous Tree X14 ~� : `° -:�� ;�`„ ►,�V.�`:R. �a.x�c i ! icpl �,� �� -Star o Electric Meter �\ let EX 06' o, 'i \� ` �ji� C,i r INV. !'E.$26 8119.23 P ,' 10 I I ��'` �'�� I ► N B u i l V Power Pole w/ Guy Anchor Fence Line ;; f } 2,8'. v1 INV..,NE. _ 820.33 i'�, 12 ti °° �� e = 827.40 6.8' -� INV. t N 823.41 ' Iry `''` >:':� INV. 818.51 N 12 !Nv V: S. - 826.42 �� rk __ *�� -3 Guy Pole Overhead Electric INV. L.S. f 819.79 CONSTRUCTION II..____r;1 > CONSTRUCTION 'b rok�n -- - =x ;415 INV.i�E= 818.47 LIMIT LINE 77-77 ,x' ' �J g Q--1 - LIMIT LINE " ` Asphalt &��. G �•-� ::n •_ °'�,� �- -`.-' .. W O �� ` \� ravel ,• •� Gas Line Marker D y.:s - Underground Electric w CCD� ' I ' t N �6• j� A 11 6 T �T27.7s !�` ��'�,`��f� Gv . Gas Valve - I; - i;:f5.7: ir'I ♦L� I V. NW. = 825.8% ` GM Overhead Telephone V,, --SE. - 826.77 �' 0 Gas Meter iP V. ::_-- 823.4 ' i p ro {{ ^ Q �� r� -- I V. NE. 826;68 �h i - r: , �' I' Underground Telephone -�3 r -�; �' VCP ti�� ; r... ,.� ®Storm Inlet 9 P �n Co., 10 VCP , i "� 10 5 12 6` Pic P =Y' Gas Line I r --� -�� ss Sanitary Manhole P � I v�' Water Line ss« 0 Clean Out 1 J' � � � �i. �....._...r` �...,....�.�%�f : e 826 �--- -- ,r Asph It I =story Brick Building elephone Manhole _f- �; ! i . ' 0 �° ��0 . , SANITARY MANHOLE g 10 OTC - 828.07 15.00' i'f'1 �� ° 7 1 �� f INV W. >! 822.27 Contour Line �� I 0� . N. 819.82 Telephone Pedestal 9 1 -- Stor INV s = 824 42 GATE ..__ ........._ _.._._..............._ ._......_ -.... 11 Brick y INV. E. - 81s:87 ® Gate Guard Rail ding rr • #` f 0y1� Grass -1% . , .I P 1 $ I g n _. tt ,� 0 . Overhead Cable TV '' (P) - Plat Dimension (M) - Calculated from Measurements -1 12 ` ; 2 11 * Btic 2 ,• f 1- - --- -- 8J/ 7 .. ..... _...__..._. _._.._._ .. ..Mires._`. _`..,YK. •- ..Y,i`_iir. �. �0 ._ -..._. ,...._......_.._ 'i.ia.-�Y.. :_� • �rQ _ .�.:. � fin}' .�- . ^!- _'__�'. _.-' ' -.� -+ •..: +-, -� -;•: mil/! � y _. �� o n c re to � C Conc to 7 �?� 0� P c �ry11 C crate (66' R /W)(P) �g Main Street un' Asphalt �\ fg� 4n�ete ,`�" 4 h� Concrete �� ;� Q�.... � --_-'"_.__. �:;.._._._...__ ___'"-"----'----__- ....- _.---._ Lr._._.,- ._._._.__._.. -' -_ � -`�. . A 1b :� __ s...-.. ..._.- .- .__:._..r_--- .__..._._. s.��.........._.:�c .�•c= •.::�� -:mot :z:• �.:�::- �• � _ / //f -. !�. .-_ - .__..._._..- ....__._.__�o'{o J r,1`:.' .- :'irfl "�.:.:.._:5. �- ,_ � Y.. _ ' 00 A �• h. // �'` V Brick �, �� ,� 00 g 1`�� Co o� o ^�� ' . r `L i r' �__._ .___ _ - - _ _ _ _ _ (b NOTE: ��J f� ro° t -- _------------'-----------______ _____...._.._____...w..___._�.. ..._____.__. w...___._..._- ......_..._._...- - • ------- .._.._..,__.� SJ-I -r ~- kiAL7-- sP1L).1t11-- .CO- V.E� -.-� i} 5 i i! li HOLEY MOLEY SAYS, DON' DEMOLITION PLAN * DIGT SCALE: 1 • = 20' BLIND" 0' 10' 20' 40' SCALE: 1 " = 20' 1-800-382 -5544 CALL TCLL FFff 1-800-428-5200 FOR CXLS CLIME CF WOM N W c LU 60 �Z az Q J W � Ln Co V W n CS o Z n W U V9 0 C/) U s1rucuural Engineeas LYNCH, HARRISON, BRUMLEVE 550 Vk0* Avteuae Scope Drawings: These dro.imgs indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the molar architectural elements and the type of structural, mechanical and electrical systems. The drarinas do not necessarily indicate or descnbe oil work required for full performance and completion of the regwrements of the Contract. _ On the basis of the general scope indicated at descnbed. the (rode contractors %half furnish all items required for the proper exeaftion and completion of the work. Draw" 'nft DEMOLITION PLAN Revisiona: Issue Date W c LU 60 �Z az Q J _J� �.UJ Lu Co V a v o Scope Drawings: These dro.imgs indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the molar architectural elements and the type of structural, mechanical and electrical systems. The drarinas do not necessarily indicate or descnbe oil work required for full performance and completion of the regwrements of the Contract. _ On the basis of the general scope indicated at descnbed. the (rode contractors %half furnish all items required for the proper exeaftion and completion of the work. Draw" 'nft DEMOLITION PLAN Revisiona: Issue Date Drawn By Checked By 03/10/06 60 GS Csrtifled 6y: Drawing Num1w. C100 Project Number 25429 Ak LJ z ytn, d•;a rr o- - &I p-. CL tT 0) N r. CD 3 ca �V tD CD N EIM., ti i,tlr W EST MAIN' 8iTREET SITE LAYOUT & PLANTING PLAN SCALE. 1* = 10' 0' 5' 10' ��2' �0 SCALE: 1" = 10' GENERAL NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODOM AFTER FINAL 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM TT-IE SITE NO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR > �+ ;.^•e t :w °M, T 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR 1L � R .Kan .Ea �''e �' WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS MUST CLEAN OR PICK UP DAILY IF NECESSARY, OR IMMEDIATELY FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT WHEN REQUESTED TO DO SO BY THE CITY. THE CONTRACTOR AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SHALL BE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. MADE IF NECESSARY. 3. THE CONTRACTOR SWILL VERIFY ALL DIMENSIONS AND ELEVATIONS 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY IN THE HELD PRIOR TO THE START OF CONSTRUCTION. THE MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING LOCO CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SIZE PRESENT ON AND AROUND THIS SITE. THE LOCATION AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF INFORMATION MAT OF THESE UTILITIES MAY BE APPROXIMATE THIS ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR INfORMATiON WAS GATHERED OR SUPPLIED BY OTHERS AND USED LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE HE THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE CONTRACTOR SWILL CONTACT THE A/E IMMEDIATELY. � ANY �� IA�E FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD NOT INDICATED ON THESE PLANS CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY O FOR INSTRUCTIONS. 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL = • 4. ALL CONTRACTORS BUT NOT UNITED TO THE EXCAVATING INSTALL THE FINISHED GRADE AT 1/2' BELOW PAVEMENT WHEN V. CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA EXCAVATING IN AND AROUND EXISTING UTILITY LINES ' AND 18, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING HIMSELF WiTH THE SOIL CONDITIONS. l �•• l •� l ltfat� l r UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY 19• ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIPMENT, FUEL PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER OIL, OIL, GASOLINE LTC., BY THE GENERAL CONTRACTOR, REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS ITS ORIGINAL OR AS RETIRED OR DICTATED BY FEDERAL, STATE, JURISDICTION SO NOT TO CAUSE DAMAGE. COUNTY, CITY OR LOCAL AGENCIES, AND TO THE SATISFACTION 5. R IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY OF THESE AGENCIES. THIS END F THE AND OR REPAIR COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRIOTION TAKE PLACE AT THE END Of THE PROJECT CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON OR WRING THE SCHEDULED PAVING. ' SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE 20. ALL STRIPES ARE TO BE 4' PAINTED WHITE, UNLESS OTHERWISE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS, NOTED ON THE PLANS, DETAILS, OR IN THE SPECIFICATIONS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A 21. ALL 4' CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE A MAXIMUM OF 3/4' SLOPE PER FOOT. CONTROL JOINTS SHALL EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. NOT EXCEED 10' -0' MAXIMUM ON CENTER EXPANSION JOINTS SHALT. NOT EXCEED 40' -0' MAXIMUM ON CENTER UNLESS •'•'•'• 6. TRENCHES FOR ALT. UTILITIES SHALL BE BACKFTLLED COMPLETELY WITH OTHERWISE NOTED OR INDICATED ON PLANS. APPROVED ENGINEERED GRANULAR MATERIAL WITHIN THE RIGHT -OF -WAY _ BACKFiLL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS 22, ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND SPECIFICATIONS FOR APPROVED MATERIALS. AND NOT TO EXCEED 10' -0' MAXIMUM. EXPANSION JOINTS SHALL 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF NOT EXCEED 40' -0' MAXIMUM. CONTROL JOINTS MAY BE SAW CUT PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 1 . 23. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT 8. TO DETERMINE ET ELEVATION, SE APPROPRIATE TI REQUIRED BELOW A OR FACE OF CURB UNLESS OTHERWISE NOTED. DETAIL 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 24. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS OTHERWISE NOTED. AND OR BUILDING LINES UNLESS iF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY ' ....... STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION 25. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. � ,•,,,• SCHEDULE TO ALLEVIATE SUCH DAMAGE 'N, ..,.,...,.. 1D. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO 26. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL. STATE, EXISTING AREAS AS NECESSARY. COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS \`\ 27. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE JURISDICTION. EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE SAW _- .--•.- 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL CUT TO A CLEAN EDGE. THE EDGE OF THE EXISTING ASPHALT ....... TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES. AND SHALL BE BE SEALED WITH A TACT COAT MATERIAL BEFORE THE NEW 7 _ STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, ASPHALT IS INSTALLED. �� POWER POLES ETC., TO RE" AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL 28. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE CURB BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR SWILL NOT EXCEED A SLOPE OF 1" IN 12' LONGITUDINALLY. AT HiS EXPENSE ALL DAMAGES SHALL BE RESTORED OR HANDICAP RAMPS AND SIGNS SHALL BE M ACCORDANCE WiTH THE ''. REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED ADA REQUIREMENTS. SEE SiTE PUN FOR LOCATION OF RAMPS t, + OR DICTATED BY FEDERAL. STATE, COUNTY, CiTY OR LOCAL AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. `. AGENCIES. 29. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY y ..... .. 12. iT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE + ....'... TO OBTAIN ALL FEDERAL. STATE, COUNTY, CITY OR LOCAL PERMITS AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING _ + • • • • FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ' ..' UNLESS OTHERWISE REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED NEW CONSTRUCTION, R IS THE GENERAL. CONTRACTOR'S ABM NOTED IN THE CONTRACT OR RESPONSIBILITY TO o OVE EMPLOY AN IRRIGATION SUBCONTRACTOR - • • • • • SPECIFICATIONS. REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT UNITED TO ' ALL EXPENSES TO REMOVE. RELOCATE AND OR MODIFY ALL ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. iT FURTHER SHALL VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH IRRIGATION. i UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO 30• REMOVAL OF THE EXISTING ASPHALT PAVEMENT INDICATED REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR IN THE PROPOSED PAVED AREAS SHALL INCLUDE ALL PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS ..... ..... - RESPONSIBILITY TO VERIFY IF ANY FUTURE tMUTiES ARE PLANNED AGGREGATE BASE MATERIALS. SAW CUT AREAS CLEAN, ..' AND HOW R MAY EFFECT THIS PROJECT AND Ti'S OWNER AS TO NEAT AND TRUE TO LINE SO NO CHIPPING OR BREAKING THEIR FUTURE RESPONSIBILITIES. OF THE EXISTING PAVEMENT OCCURS. '... ....... - 14. EXPENSE AUTOMO BILE BI E � RESPONSIBLE °TRPAR� PROVIDE � KEY NOTES •• .... DEVICES REQUIRED BY FEDERAL. STATE. COUNTY, CiTY OR LOCAL I I Q CONCRETE STOOP PER DETAIL 03/C600. AGENCIES. G E N D: :.;.:.:.' INTEGRAL CONCRETE CURB & WALK PER DETAIL 01/C600. • ..: :.:.: _ = PROPERTY LINE Q CONCRETE CURB PER DETAIL 02/C600. ' 4 CONSTRUCTION LIMIT LINE 6' CONCRETE PAVEMENT PER DETAIL 1O /C600. t 1 1 .•.•:•.• 0 4' CONCRETE PAVEMENT PER DETAIL 09/C600. .:_..:.:.: = 4° CONCRETE PAVEMENT © ASPHALT R/W PAVEMENT PER DETAIL 12/C600. O HEAVY DUTY ASPHALT PAVING PER DETAIL 14/C600. = 6" CONCRETE PAVEMENT ® ASPHALT PAVING PER DETAIL 13/C600. 09 CONCRETE PAVERS, CONTRACTOR TO REUSE SALVAGED • 1•..:..:.•.:.:::•::.:::• _ - ® = ASPHALT PAVEMENT PATCHING PAVERS SUPPLEMENTED W /NEW AS REQUIRED. .........:... ® PAVER COLOR BROWN, 8" WIDTH. = REGULAR DUTY ASPHALT PAVEMENT PAVER COLOR BROWN, WIDTH AS REQUIRED. EVENLY SPACE SALVAGED DONOR PAVERS THIS PANEL. = HEAVY DUTY ASPHALT PAVEMENT 10 CURB W /PAVEMENT REPAIR PER DETAIL 05/C600. 1, EXPANSION JOINT PER DETAIL 08 /C600. OFF-SITE PAVING PLAN ...............� SCALE: 1" = 10' PAVER WALK W /PATTERN AS SHOWN 1 WALL PER DETAIL 20 /C60O. 0' 5' 10' 20' < SALVAGED LIGHT POLE LOCATION W /BASE PER `' "' `= _ ® = TRANSFORMER LOCATION DETAIL 06/C600. ` 14 PAVER WALK PER DETAIL 17 /C600. SCALE: 1' = 10' = LIGHT POLE 1 PAVER WALK W /STRUCTURAL PLANT MIX PER Planting General Notes DETAIL 18/C600. 1. AN APPROVED PRE - EMERGENT HERBICIDE SHALL 5. PEATMOSS TO BE USED ON PROJECT SHALL BE 16 ORNAMENTAL BARRIER POST PER DETAIL 19/C600. BE APPLIED IN ALL PLANTING BEDS AT A RATE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE 1 STEEL BARRIER POST PER DETAIL 07/C600. SPECIFIED BY MANUFACTURER FOR EACH PLANT BROWN IN COLOR AND COMPOSED OF PARTIALLY 18 4' WIDTH PAINTED PAVEMENT MARKING, WHITE. VARIETY. DECOMPOSED VEGETABLE MATERIAL PEAT MOSS 19 GATEWAY, SEE 'A' SERIES DRAWINGS. 2 NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE TO BE MILDLY ACIDIC IN CHARACTER AND SHALL GATE, SEE 'A' SERIES DRAWINGS. ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE APPROVED BY LANDSCAPE ARCHITECT' 1 TRELLIS, SEE 'A' SERIES DRAWINGS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 6. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE CUT ASPHALT PAVEMENT REPAIR PER DETAIL 15/C600. PRIOR TO BID iN WRITING. ALL PLANTS SHALL BE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY INSPECTED AND TAGGED WITH PROJECT I.D. AT PLANTS HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS PLANT PER DETAIL NURSERY OR CONTRACTORS OPERATIONS PRIOR NOTED ON PLANS. 3' DEPTH SHREDDED D CYPRUS MULCH. TO MOVING TO JOB SiTE PLANTS MAY BE 5 APPROXIMATE LOCATION & SIZE OF OIL SEPARATOR. INSPECTED AND APPROVED OR REJECTED ON THE 7• ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY VERIFY W /PLUMBING DESIGNER. JOB SITE BY LANDSCAPE ARCHITECT. CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. MAINTENANCE TO INUDE 3. ALL PLANTS SHALL MEET OR EXCEED AMERICAN WATERING, WEEDING, CULTIVATING, MULCHING AND STANDARDS FOR NURSERY STOCK, 1996 EDITION, ALL OTHER NECESSARY OPERATIONS REQUIRED FOR AS SET FORTH BY AMERICAN ASSOCIATION OF PROPER ESTABLISHMENT OF PLANTINGS. HOLEY MOLEY SAYS, NURSERYMEN. 8. BACKFILL FOR TREE PLANTING SHALL BE 75% "DON'T 4. ALL LANDSCAPE PLANTINGS SHALL BE APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. DIG GUARANTEED FOR A PERIOD OF ONE YEAR PLANT MIX SHALL BE 50% PEATMOSS & 50% APPROVED BLIND" FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. TOPSOIL A 5 -10 -5 ANALYSTS SLOW RELEASE AT THE END OF THIS PERK, PLANT MATERIAL TERMED FERTILIZER SHALL BE INCORPORATED INTO BACK- ` DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT FILL AT APPROVED RATES. SHALL BE REPLACED AT NO ADDITIONAL. CHARGE BY THE LANDSCAPE CONTRACTOR. 1- 800-382 -5544 CALL TCLL FREE 1- 800 - 428 -5200 FOR GALS aJTXE CF POAM N W H LU 80 Z v t,.tJ 0 UJ M cc N a °D S� g �w W CS z w� 1g4 U v) 3 A V) U Steucturg EEn&een • LYNCH, HARRISON, BRUMLEVE 350 Vh*da Aveaw I= iwwPw b Isodirw 46203 $Cope Drawlnow These drawings indicate the general scope of the project in terms at orchilecturol design concept, the dimensions of ttn W WMY, Um . -ja-rt U+e typa of structural, "chonical and electrical systems. the drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade controctors shall furnish ak items required for the proper execution and completion of the work. DrawhV Me: LAYOUT PLANTING 11 PLAN 11 Revwons: Issue Date W c LU 80 Z t,.tJ 0 UJ M cc N a °D V � 0 $Cope Drawlnow These drawings indicate the general scope of the project in terms at orchilecturol design concept, the dimensions of ttn W WMY, Um . -ja-rt U+e typa of structural, "chonical and electrical systems. the drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade controctors shall furnish ak items required for the proper execution and completion of the work. DrawhV Me: LAYOUT PLANTING 11 PLAN 11 Revwons: Issue Date Drawn By Checked By 03/10/06 80 GS Certined By.. Dmwbv Number. C200 Project Number 25429 � chain Link Security Fence Communication Tower +- f y+ r ! H Uj � Co o ).20 , LU �4- it N k • � i t e �. N'v •,1.- r :1 -I ' ; V. Z 4 7 CD M N N C M CD t� CD (0 Cn I i lb E L V�YJ V Wood Ccrage SEE OFF -SITE SEWER PLAN FOR CONTINUATION NORTH 0 ��- �-STORV `STR. #3 MANHOLE PER DETAIL 10 C601. INV. IN ((12" S 822.94 INV. OUl' (12" N) 822.80 20 L.F. 12" RCP STORM SEWER ® 1.30% SLOPE 827.85 STORM STR. #2 GUTTER INLET PER DETAIL 03/C601. INVw IN 6" S) 824.70 1W.1 IN 6" W) 824.50 INV.' IN 8" SW) 824.00 s ti: 1 I 0 (12- N) 823.20 8 7.20. ji I �� 1 4, I i � •� \i 1 ,' I � 4 •R _ tw. ' f f� a i 1� I ' 60 L.F. 8" PVC STORM t "SEWER ® 0.80% SLOPE 50 L.F. 6" PVC ROOF DRAIN STORM STR. # 1 CLEANOUT PER QETAIL 01/C601. INV. ! (6 N) 825.70 GM IV EM MEET EX'TG /-27 LF. 6" PVC STORM SEWER ® 0.75% SLOPE 327.10 .P. 325.00 NV. �I -Story '7.0] RO IN . Brick wilding O � -t IX f i x ,f V yJ� , J j b r t �i 4 r•` Y t Vtl l Imo_ �STORM STR. #3 72" DIA. MANHOLE PER DETAIL 11 Ct INV. IN ((12" S� t.t INV. (EX TG 48 S 13.5 + / (CONSTRUCT OVER EX TG48-) �O � I � 0 Brick GcrcgE f • � Q v it I OFF -SITE SEWER PLAN 826.93 FF 827 2 827.45 82688 *. ' > r - 827.40 827.67 ** 827.1 SCALE: 1 • = 20' 10 M 826.55 _. E �. :> - -- 1 8 0' 5' 20 r t SCALE: 1 10 _Lj "'.'J 1b M . l. j �f N' I i lt. '` �• i i' i ' f �f - ;it. \. � .. I t� ^y � i i1 1b 1 LEGEND _. ::: -.,J; _ `� �._.. --.. _._t- ,.•... -- --:` �` �■ f .... CONSTRUCTION LIMIT LINE CIO concrete 5� 7w } 3 �,� SZ� EXISTING SPOT ELEV. TO REMAIN UNCHANGED �Cp' / ��J 00 ` + �: "�� EXISTING SPOT ELEV. PRIOR TO REGRADING OO �� R, r ` �2 27 EXISTING CONTOUR TO REMAIN UNCHANGED 00 """� '� ` 7 EXISTING CONTOUR PRIOR TO REGRADING 7) �---"- PROPOSED DIRECTION OF SURFACE DRAINAGE s24.90 PROPOSED SPOT ELEVATION TIN 828.30 TOP AND BOTTOM OF WALL ELEVATION B 827.10 GRADING & DRAINAGE PLAN FF FINISH FLOOR ELEVATION SCALE: 1" = 20' HP HIGH POINT 0' 5' 10' 20' INV. INVERT ELEVATION (...n ■ STORM SEWER INLET U L SCALE: 1 " = 10' GRADING /DRAINAGE NOTES 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSME DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT, ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT -OF -WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION, 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL, 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, ORATVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY OR IMMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 13. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 14. PIPE LENGTHS INDICATED ARE FOR HYDROLIC DESIGN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 16. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. LEGEND O MEET EXI5TING ELEVATION TO REMAIN. 1 10 L.F. PAVEMENT SUBORAIN PER DETAIL 15/C601. 2 4" DIA. CORRUGATED PERFORATED PLANTER DRAIN PER DETAIL 18/C600. O PLANTER DRAIN VENT & FLUSHING RISER PER DETAIL 18/C700 O4 6" TO 8" PVC INCREASER & 8" X 6" WYE. O5 WALK INLET PER DETAIL 08/C601. O6 APPROX. LOCATION ROOF DRAIN. VERIFY PER 'P' SERIES DRAWINGS. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382-5544 CALL. TOLL FFfE 1- 800 - 428-5200 FOR CALLS CUTSDE CF N)IAFIA N W H Uj � Co o J LU W J ED Q CIO a C8 x C*2 Z 1� w �914 U ell F 0 V) U Structural Engineers LYNCH, HARRISON, BRUMLEVE M VirO& A,rfims MomplAs T"-,4W3 (317) 766-M Scope Drawhgs: These drowings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building• the major architectural elements and the type of structural, mechonlCul and eieatriad systems. The druw;nas do not necessar,Ty indicate or describa oil work required for full pelormance oral compiet:on of the requirements of the Contract. On tix bosis of the general scope indicated or described, the trade contractors shill fumish oil items required for the proper ereanion and rompletion of the work Drawling "*. GRADING DRAINAGE PLAN Rs*wns: Issue Date W Checked By Uj BO Co W J LU W J ED Q CIO a V C*2 Scope Drawhgs: These drowings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building• the major architectural elements and the type of structural, mechonlCul and eieatriad systems. The druw;nas do not necessar,Ty indicate or describa oil work required for full pelormance oral compiet:on of the requirements of the Contract. On tix bosis of the general scope indicated or described, the trade contractors shill fumish oil items required for the proper ereanion and rompletion of the work Drawling "*. GRADING DRAINAGE PLAN Rs*wns: Issue Date Drawn By Checked By 03/10/06 BO GS COMIW By. Drawing Number: 0300 Protect Number: 25429 f .. A J( C j >r 1 c �o i r�+ CL Cr M Cn r4. CD (D CD cc rn 0 X30, R/U �,��,� -� 1 St Stre '` Aspho f 0 to 3e lb r- D 0 (J 'd -Cge 0 N SANITARY I 1 WEEKLY OR AFTER STORM EVENTS AS NEEDED MANHOL TC = 827.76 ACa INV. W. = 818.41 �o . -,A5 �._1 INV. SE. = 818.31 � INV. S. = 818.31 AFTER ROUGH GRADING 0 WEEKLY OR AFTER STORM EVENTS AS NEEDED ibv 1b 't Al I REMOVAL OF SILT FENCE VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF BAG INLET SEDIMENT FILTER V (rN. ,. REMOVAL OF FABRIC WALK INLET PROTECTION IVERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED Qi ti O t (n , V t I I f f ,.4 Ory Brick Bui (66' R /W) (P) Main Street Asphalt WV � n2.vete A. �- 'arickb� 6 - i 0� NOTE: EROSION CONTROL PLAN SCALE: 1' = 20' O' 10' 20' 40' SCALE: 1 " = 20' EROSION CONTROL SEOUENCING & MAINTENANCE SCHEDULE EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION /REMOVAL SEQUENCE EXISTING ASPHALT ENTRANCE LAYDOWN AREA • AS REQUIRED PRIOR TO CLEARING & EARTHWORK SILT FENCE WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING do EARTHWORK BAG INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING FABRIC WALK INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ADJACENT PAVING REMOVAL OF SILT FENCE VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF BAG INLET SEDIMENT FILTER VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF FABRIC WALK INLET PROTECTION IVERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED F O EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATING, FILLING OR OTHER DISTURBANCE OF NATURAL TERRAIN. THE SITE WAS JUST RECENTLY CLEARED AND NO NATURAL VEGETATION REMAINS. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO MAINTAIN AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THAT MAY HAVE OCCURRED. 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATED ON PLANS. IF LOCAL ORDINANCES DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. 6. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR SIDEWALKS, MUST BE REMOVED PROMPTLY BY THE CONTRACTOR. 7. NO 100 -YEAR FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS EXIST ON THE SITE. 8. IT IS NOT ANTICIPATED THAT STORM WATER WILL ENTER GROUND WATER ON THE SITE. 9. THE CONTRACTOR SHALL HAVE THE TRASH PICKED UP ON A DAILY ROUTINE DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA ROUGHLY 10X10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL IN A APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA. 11. THE FUELING AND TOP OFF OF VECHILES AND EQUIPMENT SHALL BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT IS SPILL IS COLLECTED AND DISPOSAL OF IN A APPOPRIATE MANNER ACCORDING THE STATE LAWS THAT GOVERN INDIANA. LEGEND PROPOSED STORM SEWER CONSTRUCTION LIMITS - SILT FENCE SEE DETAIL O1 C400 FABRIC INLET PROTECTION, SEE DETAIL o2 /c4o/C40 o DB DANDY 13AG IN PROTECTION, SEE DETAIL 03400 DAWT RWN Installation and Maintenance Guidelines kutdW me Renare Vo pate from o" bake If w" apbo W al abaarbsatsp owe abem. PLAID b a1R. %XW fM }ur an erd. Yoe, ft lop " drop, aut of Ile vW anal ON 1M pees kfo ft DM* Bog01 so 1Mt 1M pde b below as top .trap. OW abota ft bar atrapa ibl" ft Wkq d"im %land IM peq bks ft Met Wnterow" Rewae- d aCaweidW swiMtt wad debris km VA* of WIt del each dorm welt WW each done awd W at ragdar besrvde balk khto fha W* Weft / be as Adni hart a" is mom grab 1/3 fW of od"rd, IM wa must be a noied. To ff" Lett, Mt to w* out of fN Well aeq fM " drape AIM rernm tie pass. Of wkq C1050 all abam6wdK NO- maakent abea few sobllallm DANDY RAell s. Tar 9TRAP8 DOW wawa i tfrARDARB P.BW N AN t]PAMI teovnf AILOVR MR RAST JOWTAL of oorltarre DANDY BAG 11 INLET PROTECTION o3 c400 TRENCH DRAIN GRATE REMOVE ACCUMULATED SILT FILTER FABRIC BETWEEN PYMT FRAME AND GRATE TRENCH DUN INLET WALK INLET PROTECTION o2 c400 1 1 12'X 1 1/2'X 24' LONG WOOD LATH TO SECURE To STAKES 36' WIDE NON —WOVEN POLYPROPYLENE GEOTEX FABRIC o (4.5 OZ /S.Q YARD) N +► MAINTAIN BY REMOVING DOWN SLOPE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6' b, TO 8' DEEP do INSERT LOOSE END OF FABRIC. BACKFILL l I W/ EXCAVATED MATERIAL do COMPACT 27X 2X 36' LONG HARDWOOD 1 STAKES W/ ONE END SHAPPENED &SPACED 5' -0' O.C. MAINTENANCE INSTRUCTIONS: 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE. OR IN My WAY BECOMES *UFECTfVE. REPLACE THE AFFECTED PORTION IMMEDIATELY. S. REMOVE DEPOSITED SEDIMENT WHEN R REACHES HALF THE HEOHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING AREA HAS BEEN STABILIZED, RDIlOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DWURBED AREA TO GRADE, AND STABIUM SILT FENCE DETAIL 01 NTS !400 N W H 03/10/06 F— CO z f. fJ w W co Q C8 U z jF �i V v F O (n V 8tr whorl Enginem LYNCH, HARRISON, BRUMLEVE s� (317) 7062073 Scope Drawings, These drawings indicate the genera scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechancal and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance qnd completion of the requirements of the Conlroct. On the bosis of the genera scope indicoted or described. the erode contractors stall furnish al items required for the proper execution and completion of the work. Drawing UW EROSION CONTROL PLAN Rerislonc lases Data W co 03/10/06 F— CO z f. fJ w W co Q �m U �i Scope Drawings, These drawings indicate the genera scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechancal and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance qnd completion of the requirements of the Conlroct. On the bosis of the genera scope indicoted or described. the erode contractors stall furnish al items required for the proper execution and completion of the work. Drawing UW EROSION CONTROL PLAN Rerislonc lases Data Drawn By Checked By 03/10/06 BO GS Certifkd By: HOLEY MOLEY SAYS, Drawing Number. "DON'T DIG C400 BLIND" Wo*t Number: 11-800-382-5,W 1 TOLL EE 25429 CALL TOLL F� r Boo -42a -5200 FAR CALLS OUTSnE a: NCA"" eekrts� j: 8 MCP 8 -0 P+ CD CL a� M W CD 7" (D CD co co Asphalt Conorete, 0 (30' R /W)(P) .4 It r- _L.__ _1 (VOTE: SINE__ HAD_ .SNCW_C©VER-_AT_. TUE__CF_.S.LRVE UTILITY PLAN SCALE: 11' = 20' 0' 10' 20' 40' SCALE: 1 " = 20' _UTILITY PLAN KEY NOTES PROTECT EXISTING UTILITY TO REMAIN, 10 SEE 'P' SERIES DRAWINGS. 2Q GAS METER LOCATION. 3Q COORDINATE WATER SERVICE CONNECTION WITH WATER UTIUTY FOR THE ABANDONMENT OF SOUTHERN PORTION OF MAIN. ® RELOCATED FIRE HYDRANT. Q5 NEW WATER MAIN, APPROX. 8" TO BE DETERMINED BY EXISTING SERVICES, & BUILDING FIRE /DOMESTIC WATER REQUIREMENTS. © PROVIDE 6" DIA. SCHEDULE 40 PVC CONDUITS W /PULL ROPE PER CINERGY STANDARDS. CABLE TO METERS AND ASSOCIATED EQUIPMENT INSTALLED BY CINERGY. QUANTITY PER 'E' SERIES DRAWINGS. Q PROVIDE 2" DIA. SCHEDULE 40 PVC CONDUIT PER BRIGHT HOUSE STANDARDS. ® APPROXIMATE 'CINERGY' POWER POLE RELOCATION. 09 PRIOR TO ORDERING SANITARY SEWER STRUCTURES VERIFY REPORTED INVERTS AND ADVISE ENGINEER. ® APPROXIMATE LOCATION OF OIL SEPARATOR PER 'P' SERIES DRAWINGS WITH INCREASER AS REQUIRED FOR 6" DIA. LATERAL TO MANHOLE. (1 CONTRACTOR TO CONFIRM LOCATION OF INCOMING SANITARY PIPES. UTILITY GENERAL NOTES: 1 • IT IS TH€ RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 2. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 3. THE UTIUTIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTIUTIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE. COUNTY, CITY OR LOCAL AGENCIES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY OR IMMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 11. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT —OF —WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 12. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. 13. ALL UTILITY WORK SHALL CONFORM WITH THE CITY OF CARMEL'S UTILITY STANDARD DETAILS HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 982-5544 CALL TOLL PREP 1- 800 - 428 -5200 wR Cais CUTSVE OF NDAM N Drawn By H 03/10/06 a GS CS n U x� 34 F O . C/1 U swix u li Fmgmew LYNCH, HARRISON, BRUMLEVE 330 Vfc0" Amm mho matmm. � 017) ars H W DC � Co ? LU a� �J .J W J 25 W m Q V � Scope Drawings: These drawings mdicote the general scope of the project in terms of architectural design concept, the dimensions of tho building. the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or dese.riLe off work required for full perfarmence and completion of the r"iroments at the contract. On the Doss of trio general scope indicated or described, the trade controctors shall furnish oh items required for the proper execution and completion of the work. IF-- Drawing Tft UTILITY PLAN Revisions: Issue Date Drawn By Checked By 03/10/06 BO GS Certified By: Drawing Number C500 Project Number 25429 r=h a Cr W cn _ CD M t0 (D �. 00 UNC SET SCREWS 1 Q_____-TREAT AIN W /SILICONE OR SPRAY PAINT RA 12" NUT & WASHER NTS C600 1" ROUND ROD W/THEADED ENDS 1" 4 1/2" O.D STD. WEIGHT STEEL PIPE UJ FILLED W /CONCRETE Cc RELIANCE FOUNDRY #R -7539, 36" BOLLARD iv DUCTILE IRON, POWDER COAT BLACK. . 1/2- EXPANSION JOINT TACK COAT • °a CONCRETE FOOTING p �•4 , ° d `V 3" BINDER COURSE ( #9 INDOT) a I v ^ V) I TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE (19 INDOT) 6" STONE BASE ( #53 INDOT) - . Nm COMPACTED & WELL GMT T I I I DRAINED SUBSOIL POST DETAIL 19 STANDARD ASPHALT PAVING 13 _ORNAMENTAL NTS 12" 0600 NTS C600 Q 1" 45' CHAMFER UJ UJ J Cc T/W ELEV. V w . X PER PLAN Q TACK COAT - °a w - - 1" SURFACE COURSE ( #11 INDOT) x U ° d `V 3" BINDER COURSE ( #9 INDOT) a I v ^ V) I 6 S TONE BASE (53 INDOT) RELOCATED STORM SEWER !+ - _ 6 S TONE BASE (53 INDOT) 4 _ I i t h #3 RE —BAR ® 15" O.C. I _ — — COMPACTED &WELL N '.. #4 RE —BARS ® 15" O.C. DRAINED SUBSOIL #3 RE —BARS ® 15" O.C. e J'4 #4 RE -BARS 0 15" O.C. i HEAVY DUTY ASPHALT PAVING 14 =11 _— . , . III - III =I I( I I I -III �j 4 -__ ja e -•-aa" NTS C600 Ml Ed El - I II=I I I =1 I I =1 I I =1 I I =III I I 1 =1 I I =1 I I =I I I I I I— I I- 6" I.D. STANDARD WEIGHT STEEL PIPE FILLED W/ CM. & PAINTED W/ 2 COATS ALIPHATIC POLYURETHANE COATING, (COLOR TO BE SELECTED BY ARCHITECT). 1" WASH OD • •• CONC. FOOTING 30" D . BARRIER POST DETAIL rO7 NTS csoo SELF LEVELING SEALANT 112" PREFORMED EXPANSION JT. EXTEND JT. MATERIAL • ; , _ TO BOTTOM OF PVMT. CONC. PVMT. —II EXPANSION JOINT DETAIL oe NTS C600 (II I II I I� IIII I I) I I -1 I I III -1 1 =III =l I I= III= I T HOT ASPHALT SURFACE (#12 INDOT) -0" TOOLED CONTROL JTS. 4" FIBROUS 1REINFORCED CONCRETE 2 VARIES 2 SAWCUT DEPTHWIDE, MIN. 1" PAVEMELTJW /BROOM FINISH & . RELOCATED WATER MAIN (I 1 =I I ( =I I 1 TACK COAT ® 10' -0" O.C. MAX. _ I COMPACTED FILL & EXP. JTS. ® 40' -0" O.C. MAX. COMPACTED SUBGRADE APPLIED ANTI SPALUNG SEE DETAIL III -I I-1 PAVEM NT ALT COMPOUND C600 _ ROOF DRAIN PER PLAN iI ---III I �.;♦ :.;�"�y,�•'.1'. III =I I ASPHALT BASE • , r, ;: J'. �•� .. NOTE: CONTROL JTS. & _ _ III =I I , =i^ :�•::t,: LOWABLE FILL BACKFILL r EXPANSION JTS. SPACING _ T „�,�,= ti,•;�;;;•�.,.� MAY VARY. THE DIMENSIONS SEE ABOVE ARE . PLANS FOR ANY MAXIMUM VARIATIONS EITHER INDICATED OR IMPLIED. 4" COMPACTED AGGREGATE BASE WALL & UTILITY RELOCATION DETAIL r2O CUT PAVEMENT REPAIR DETAIL 15 4" CONCRETE PAVEMENT o9 0600 NTS C600 NTS NTS C600 4" X 8" X 2 1/4" PAVERS. FrfSEE PLAN FOR PATTERN. 1" SAND PAVER SETTING BED 4" CONCRETE SLAB W /FIBROUS REINFORCING TOOLED CONTROL JTS. 6" FIBROUS REINFORCED CONCRETE FACE OF BUILDING 1/8" WIDE, MIN. PAVEMENT W /BROOM FINISH OR NEW WALL 1 -i/8" DEPTH CONTROL JTS. ® 12' -0" O.C. MAX. 4" 5' -4" V -9 3/4"' APPLIED ANTI SPALLING & EXP. JTS. ® 40' -0" O.C. MAX. COMPOUND--\ SEE DETAIL 08 SLOPE PER PLAN C600 .. NOTE: CONTROL JTS. & Zo EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE WEEPHOLES O 16" O.C. - PLANS FOR ANY VARIATIONS 4" MIN. COMPACTED I EITHER INDICATED OR IMPLIED. AGGREGATE BASE MIMI, COMPACT ED SUBGRADE I H ` 4" COMPACTED AGGREGATE BASE PAVER WALK DETAIL rl s 6" CONCRETE PAVEMENT to NTS csoo NTS C700 COORDINATE RECEPTACLE LOCATION W/TREE GRATE ACCESS COVER SEE DRAWING CE900 GRATE ACCESS PORT STEEL TREE GUARD 4 3° PEA GRAVEL TO TOP OF GRATE STEEL ANGLE FRAME W /ATTACHED REBAR CONCRETE ANCHOR. r EXISTING CONCRETE CURB FACE OF BUILDING OR CONCRETE 1/2" DEPTH JOINT SEALANT ON PAVER TYPE A 1/2 THK. EXPANSION JOINT MATERI�8" 73'—O- TACK COAT TOOLED CONTROL JOINT 1" SURFACE COURSE (12 INDOT) MIN. VARIES PER PLAN 2" BINDER COURSE (J9 INDOT) WEEPHOLES 0 EXISTING CURB & 4" BASE COURSE (#5 INDOT) 16 O.C. TYP. PAVEMENT UNLESS C. + ., SHOWN OTHERWISE t _ 4" STONE BASE ( #53 INDOT) 4" STONE BASE ( #2 INDOT) I I - COMPACTED & WELL - — DRAINED SUBSOIL COMPACTED AGGREGATE COMPACTED SUBGRADE PAVER AND CONCRETE WALK SECTION 17 NTS csoo CONCRETE W /FIBROUS REINFORCING 1/2" DEPTH JOINT SEALANT ON 4 BARS ® 12" O.C. 4" X 8" X 2 1/4" PAVER. 1/2" THK. EXPANSION JOINT MATERIAL 0TH WAYS SEE PLAN FOR PATTERN. 2' -0" MIN. COMPACTED 1" SAND PAVER SETTING BED AGGREGATE BASE r CONCRETE CURB, NEW OR r` EXISTING PER PLAN r f III -I i I_ i I I -III= WEEPHOLES ® 16" O.C. I =1 I �� -1 I I! _�_I I ( rnr� .vl� l u• vva ►� �- -L %- STRUCTURAL SOIL P r T MIX -I I (�=I PER PLAN —III— I =�4" PVC CONDUIT PER PLAN i- STRUCTURAL SOIL PLANT MIX -{ I I— PVC CONDUIT PER DRAWING CE900 - I CONTINUOUS PER P CONTINUOUS PER PLAN 4" PVC RISER & TURN ;o '- I W /PERFORATED VENT CAP _} 1 =111- 111_LI — —_ III —I I =1 11 =— — — — _ = I —i I I —I i l� ' a I -i TEE ` -" FILTRATION /SEPARATION FABRIC ' -" FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL OVER DRAINAGE FILL MATERIAL * (VERIFY W /TREE GRATE 4" CORRUGATED PERFORATED 4" CORRUGATED PERFORATED MANUFACTURER) PLASTIC PIPE PLASTIC PIPE PAVER TO CONCRETE TRANSITION GRATE AND PIT PIT WITH PAVERS TREE PIT GRATE AND PAVER DETAILS ri 8 C600 R W ASPHALT PAVING 12 NTS csoo CENTERLINE OF LIGHT POLE APPLIED ANTI SPALUNG COMPOUND, TOOLED CONT. JTS. APPLIED ANTI - 1/8" WIDE, MIN. SPALUNG COMPOUND 1" DEPTH 4" CONC. SLAB 1 " R. RUBBED FINISH SEE DETAIL _ FACE & TOP OF CURB 09 12 C600 /_PVMT. 4 4 0 INTEGRAL CURB & WALK o1 NTS csoo APPLIED ANTI - TOOLED EDGE SPALUNG COMPOUND 1 " R. RUBBED FINISH FIN. GRADE FACE & TOP OF CURB PVMT. d 12" MIN. TOPSOIL • o _ILA i A _III — III —III _111J ` CONCRETE CURB DETAIL 02 PITS C600 BLDG. FACE--___Z 1/2" PREFORMED SEE PLAN FOR XPANSION JT. SLOPE SEE DETAIL) 1/2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP LEVEL W/ W/ 6X6 10/10 APPLIED ANTI FINISH FL. E W.W.F. W /BLOOM SPALUNG COMPOUND fFINISH SLOPE PER PLAN 4 O REBAR 20" NG ® 12" O.C. SEE STR. PLAN FOR CONTIN. _ 1/2" PREFORMED E Go XPANSION JT. (SEE DETAIL) 4" DRAINAGE FILL CONTINUOUS TURN 6r 3 S DOWN ALL \-WELL COMPACTED 5' -0" SUBSOIL CONCRETE STOOP DETAIL o3 N C600 EXPANSION JT. SEE CONTROL JT. SEE DETAIL 08 DETAIL C600 C600 •.B SH - FINISH ACROSS ' CTION OF TRAVEL UNLESS NOTED ' OTHERWISE TROWEL FI .� ' 90' UNLESS RUBBED FINISH TOP & FACE OTHERWISE INDICATED OF CURB INTEGRAL CURB & WALK PLAN a4 NTS C700 6" 1" RADIUS 3" MIN. TOPSOIL 1" ASPHALT SURFACE COURSE MEET EXISTING PAVEMENT '' ': �•,�' FILL W /CONCRETE AS REQ'D ��".� ::% `' � FOR CURB CONSTRUCTION APPROVED BACKFIL 6" X 18" FIBROUS COMPACTED SUBGRADE REINFORCED CONCRETE CURB PAVEMENT REPAIR DETAIL os NTS csoo 1/2" DEPTH JOINT SEALANT ON 1/2" THK. EXPANSION JOINT MATERIAL 3' -6" 6" TOOLED CONTROL JOINT EXISTING CURB & PAVEMENT UNLESS ° A d. SHOWN OTHERWISE a a 3" PVC CONDUIT PER PLAN a a - a CONCRETE LIGHT POLE BASE SEE ELECTRICAL PLANS LIGHT BASE W /CONCRETE PAVEMENT os NTS csoo N W Checked By UJ 60 GS Q z Q UJ UJ J Cc V w C8 844 N 7 F—� J n w w x U g� 34 Vi F v ^ V) I U S1»1n-al Ert&era LYNCH, HARRISON, BRUMLEVE SWVftW&A (si7) M&M5 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major orchitecturaf elements and the type of structural, mechanical and electrical systems, The drawings do not necessarily indicate or describe oil work required for full performance and completion of the requirements or the Cortroct. On the basis of the general scope indicated ar described, the trade contractai shoal furnish oe items required nor the proper execution and competion of the work. It Drawing intie: SITE DETAILS Revisions: Issue Date W Checked By UJ 60 GS Q z Q UJ UJ J Cc V Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major orchitecturaf elements and the type of structural, mechanical and electrical systems, The drawings do not necessarily indicate or describe oil work required for full performance and completion of the requirements or the Cortroct. On the basis of the general scope indicated ar described, the trade contractai shoal furnish oe items required nor the proper execution and competion of the work. It Drawing intie: SITE DETAILS Revisions: Issue Date Drawn By Checked By 03/10/06 60 GS Certified By: Drawing Number. 0600 It Project Number: 25429 rr- . CD Cr CL M Cn CD (n 5" CD CD (a 4 FIN. PVMT. ELEV. TOP OF SUBGRADE FOR PVMT. AGGREGATE FILTER FABRIC (TYPAR 4.0 OZ /SY OR AN APPROVED EQUAL, LAP 6" & STAPLE 4" DIA. CORRUGATED PERFORATED PLASTIC PIPE 8" COURSE AGGREGATE WELL COMPACTED SUBSOIL PAVEMENT SUBDRAIN 15 NTS C601 MH FRAME AND COVER NEENAH R- 1642 -A, OR EQUAL PRECAST CONCRETE ADJUSTER RINGS 4" MIN - 12" MAX SEE ADJUSTING RING DETAIL KENT SEAL BETWEEN CASTING 8" MIN AND ADJUSTING RINGS BUM RUBBER BASE 12" MAX. EXTERIOR BAC�CPi.ASTEfj, 5" MIN. MATERIAL 1 4 + -16616 5" MIN. 2' -0. MjN THICK SS FR M 2 BELOW TOP OF CONE TR OCCASTING, PER SPECS. / CT10N I NfM' C4 78 :ENAH R- 1642 -A COVER TH NEENAH R- 1712 -8-SP AME WITH SELF - SEALING 'PLICATION OR EQUAL PER :CTION 5.04 (G). 2 CONCEALED PICKHOLES O 180' (N9204 -A OR CITY APPROVED EQUAL) CITY OF CARMEL STANDARD MANHOLE LID 'SELF - SEALING" � 22 -3/4" APPLICATION MACHINED BEARING SURFACE ell 22 -3/4" fz 1. O 34' OR 36" f (DEPENDENT G SECTION IN USE) F 21" •A-A• 26" 34" OR 36" (DEPENDENT UPON O.D. OF RING SECTION IN USE) SECTION 'A -A" A A � a a a n SANITARY SEWER BENCH SLOPE =1/2" PER FOOT MANHOLE BENCH DETAILS 12 NTS 2601 PLACE 3/4" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE SECTION "A -A "). It PLAN MEIN NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYPICAL). SEE SPECS. 13/16" 1/2" THICK KENT SEAL - PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING GASKET DETAIL 30-1/8- DIA. 27 -7/8" DIA. 1/4'!-,. 5/8 "_ 1/4" /4 i• 1/4" 27 -1/2" DIA. 30 -1/2" DIA. SF -TION •A -A" RISER RING THICKNESS 4 " -12" O.D. 34" OR 36" ADJUSTING RING DETAIL K1 3 NTS C601 FRAME AND SANITARY COVER DETAIL rl 7 NTS C601 :ENAH R- 1772 -C COVER TH NEENAH R- 1712 -B -SP LAME WITH SELF - SEAUNG DPLICATION OR EQUAL 2 CONCEALED PICKHOLES 0 180' TTERS, RECESSED, FLUSH W /SURFACE READ "DUMP NO WASTE DRAINS V ..ATERWAY" f I "SELF- SEALING" APPLICATION MACHINED BEARING SURFACE 3" 3" M CONCRETE ENCASEMENT (10" DEEP) CAST IRON BEND (4" DIA.) TYPE I - 4' -0" DIA. FO PVMT 4" X 6" INCREASING COUPLING SEWERS 18" & SMALLER NOTE: 5' -0" DIA. MANHOLES REQUIRE POLYPROPYLENE PVMT, TYPE 11 - TRANSITION SECTIONS. COATED STEEL SLOPE PER DRAINAGE PLAN. 5' -0" DIA FOR NOTE: BUTYL RUBBER BASE MT. _ SEWERS 21" EXTERIOR TO BE PLACED PLASTIC STEPS 48 THROUGH 30" $ �HOOULTESIDE JOINTS . �.. Q .. • '' -_ , 00 -RING GASKET BETWEEN 48* 5" o N ALL RIS R AND CONE SECTIONS 16 TYP• PLUS 1 2" EXTRUDAB E GASKET (KENT SEAL OR EQUAL MINIMUM 1/2" PER FOOT SLOPE 6'X 6'X 8" CONC. PRECAST BASE SECTION 4. AA > ASTM C478 24" MAX. > O.C. BOTH WAYS. NOTE: OR PRECAST °- 10 nano TAR ENTIRE EXTERIOR OF ALL °coo SANITARY SEWER PRECAST REFORMED HOLE 10 MAX. 6" MIN. COMPACTED BASE _L + CONCRETE SECTIONS FROM FRAME FBI, (#8 OR #2 STONE) NOTE: MANHOLE CONFORMS TO ASTM C478. DETAIL UP V TO BASE. _MANHOLE NTS C601 3" MIN 3" MIN -- 6" OR 8" PER SECTION 5.04E BED BASE SECTION IN 4' (MIN.) CLASS "B" #4 ® 12" O.C. -B.W. CONC. OR COMPACTED GRANULAR BEDDING MATERIAL, CONFORMING INDOT 903.02, SIZE NO. 8 NOTE: PREFORMED BITUMEN SEALS, KENT SEAL OR EQUAL, MAY BE USED BETWEEN ADJUSTING RINGS IN LIEU OF MORTAR. TYPE 1 & 11 MANHOLES NO SCALE SANITARY MANHOLE DETAIL K16 NTS C601 :ENAH R- 1642 -A COVER TH NEENAH R- 1712 -8-SP AME WITH SELF - SEALING 'PLICATION OR EQUAL PER :CTION 5.04 (G). 2 CONCEALED PICKHOLES O 180' (N9204 -A OR CITY APPROVED EQUAL) CITY OF CARMEL STANDARD MANHOLE LID 'SELF - SEALING" � 22 -3/4" APPLICATION MACHINED BEARING SURFACE ell 22 -3/4" fz 1. O 34' OR 36" f (DEPENDENT G SECTION IN USE) F 21" •A-A• 26" 34" OR 36" (DEPENDENT UPON O.D. OF RING SECTION IN USE) SECTION 'A -A" A A � a a a n SANITARY SEWER BENCH SLOPE =1/2" PER FOOT MANHOLE BENCH DETAILS 12 NTS 2601 PLACE 3/4" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE SECTION "A -A "). It PLAN MEIN NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYPICAL). SEE SPECS. 13/16" 1/2" THICK KENT SEAL - PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING GASKET DETAIL 30-1/8- DIA. 27 -7/8" DIA. 1/4'!-,. 5/8 "_ 1/4" /4 i• 1/4" 27 -1/2" DIA. 30 -1/2" DIA. SF -TION •A -A" RISER RING THICKNESS 4 " -12" O.D. 34" OR 36" ADJUSTING RING DETAIL K1 3 NTS C601 FRAME AND SANITARY COVER DETAIL rl 7 NTS C601 :ENAH R- 1772 -C COVER TH NEENAH R- 1712 -B -SP LAME WITH SELF - SEAUNG DPLICATION OR EQUAL 2 CONCEALED PICKHOLES 0 180' TTERS, RECESSED, FLUSH W /SURFACE READ "DUMP NO WASTE DRAINS V ..ATERWAY" f I "SELF- SEALING" APPLICATION MACHINED BEARING SURFACE 3" 3" M COMPACTED SUBGRADE OVAL BOTTOM OUTLET W /6" PVC TO WYE IN STORM SEWER -,,--STORM SEWER PER PLAN WALK INLET DETAIL 08 NTS C601 FACE OF BUILDING DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR NEW OR VERIFY EXISTING. NEENAH #R -4900 SERIES DOWNSPOUT SHOES VERIFY PROPOSED CATALOG NUMBER TO FIT THE VARIOUS CONDITIONS. CONCRETE ENCASEMENT (10" DEEP) CAST IRON BEND (4" DIA.) NEENAH R- 3402 -E PVMT 4" X 6" INCREASING COUPLING INLET FRAME & GRATE TYP 4" ACO KS30 SLOPED CHANNEL W/TYPE 4450 ADA STAINLESS PVMT, GRADE PVMT: STEEL GRATE SLOPE PER DRAINAGE PLAN. 4 REBARS ®12" MT. _ .C./ BOTH WAYS Ii PLASTIC STEPS 48 ABTECH ULTRA -A; ; . �.. Q .. • '' -_ , 00 URBAN FILTER. SEE DETAIL 03/C107 j - 48* 5" o N i iN. �\ -I a 6'X 6'X 8" CONC. a + w io 4. AA > #4 REBAR 12 • > O.C. BOTH WAYS. COMPACTED SUBGRADE OVAL BOTTOM OUTLET W /6" PVC TO WYE IN STORM SEWER -,,--STORM SEWER PER PLAN WALK INLET DETAIL 08 NTS C601 FACE OF BUILDING DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR NEW OR VERIFY EXISTING. NEENAH #R -4900 SERIES DOWNSPOUT SHOES VERIFY PROPOSED CATALOG NUMBER TO FIT THE VARIOUS CONDITIONS. DOWNSPOUT CONNECTION o9 NTS C601 NEENAH MANHOLE FRAME & LID #R- 1792 -FL ( #R- 1792 -FG CONCRETE ENCASEMENT (10" DEEP) CAST IRON BEND (4" DIA.) WHERE DRAINAGE IS REQ'D) FINISH GRADE PVMT 4" X 6" INCREASING COUPLING �Z INDIANA SEAL #156 -64 ASPHALTIC MASTIC OR BUM RUBBER SEWER MATERIAL, SIZE, & SEAL BETWEEN JOINT SLOPE PER DRAINAGE PLAN. DOWNSPOUT CONNECTION o9 NTS C601 NEENAH MANHOLE FRAME & LID #R- 1792 -FL ( #R- 1792 -FG PIPE WHERE DRAINAGE IS REQ'D) FINISH GRADE PVMT Ills n . .II PRECAST CONCRETE �Z ADJUSTER RINGS IF NEEDED (4 MAX) . ASPHALTIC MASTIC OR BUM RUBBER ECCENTRIC CONE OR SEAL BETWEEN JOINT REDUCER CAP AS--� REQUIRED BY SITE ' UP TO 60' CONDITIONS. CONE TOP r TO MATCH ADJUSTING I -RING GASKET RING PROFILE. ASPHALTIC MASTIC io OR BUM RUBBER POLYPROPYLENE ci SEAL AT JOINTS PLASTIC STEPS 48 48" DIA.PRECAST vi N z CONC. MANHOLE z + g Y a 48* 5" o N STORM PIPE iN. �\ -I a 6'X 6'X 8" CONC. a + w io FOOTING W/ 6X6 10/10 W.W.F. W/ q 0 #4 REBAR 12 • > O.C. BOTH WAYS. OR PRECAST MAX. D. 24' REFORMED HOLE 10 MAX. 6" MIN. COMPACTED BASE OF PIPE O.D. + 6 W NON - SHRINK CEMENT GROUT. (#8 OR #2 STONE) NOTE: MANHOLE CONFORMS TO ASTM C478. DETAIL to _MANHOLE NTS C601 MANHOLE COVER OR GRATE PER PLAN (PRECAST)) CO //NC. ADJUSTING RINGS IF NEEDED SEAL BETWEEN ASPHALTIC JOINTS MASTIC OR BUTYL RUBBER I i--STD. PRECAST MANHOLE CAP OR CONE MANHOLE PIPE PIPE TURNS DIA F" DIA. "G" �Z 96 48 GREATER THAN 45' TO 90' 96 54 '-66 UP TO 60' 84 42 GREATER THAN 45'TO 90' 84 48 UP TO 45' 72 42 - 48 UP TO 45' 60 33 - 36-' STRAIGHT THRU 60" 27 - 33 GREATER THAN 45'TO 90' CONCRETE REDUCER CAP 0 -RING GASKET - ASPHALTIC MASTIC OR BUYTL RUBBER SEAL BETWEEN M.H. JOINTS PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W NON - SHRINK CEMENT GRO . SLOPE 1 / 2" PER FOOT XL MANHOLE CONFORMS TO 0.STM C -478 NO BRICK OR BLOCK WILL BE 4LLOWED IN MANHOLE FRAME & STORM COVER DETAIL rl 4 LARGE MANHOLE DETAIL 11 NTS C601 NTS C601 24" SQ. '--1 /2" MESH GA-ART HARD- WARE CLOTH VARMENT 36" SO. STOP ® SUBDRAIN FILL W CONCRETE & WARP 0 MEET INVERTS NOTE: CONTRACTOR'S OPTION: PRECAST W/ SAME REINFORCING. ( INDOT TYPE "M ") GUTTER INLET DETAIL 03 NTS C601 GREATER MIN. OF 6" TOP SOIL THAN 5' TO ENSURE GRASS EDGE OF PVMT., -I "a 25...b • + =12"• CURB, GUTTER ;•MIN. OR SIMILAR STRUCTURE - r REGULAR BACKFILL -4'a • '` 12' MIN. 8" CRUSHED STONE OR ,~ ;••:;:t " APPROVED EQUN. CLASS 7 s - 4 1 BEDDING MATERIAL I HAND TAMPED OR WALKEI5 Bc INTO PLACE GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INITIAL BACKFILL SHALL BE PLACED IN 6" TO 12" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AE�IAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL STORM o4 NTS C601 5' OR LESS e- -_AIN. OF 6" TOP SOIL /TO ENSURE GRASS aanwrl-I s EDGE OF PVMT., IIdIN;.:J.:25 CURB, GUTTER OR SIMILAR STRUCTURE 4 th 'B' BORROW OR EQUIV. 12" MIN. GRANULAR MATER'L COMPACTED TO 959 ' STD. PROCTOR DENSITY 8" CRUSHED STONE OR - 4" APPROVED EQUIV. CLASS 1 BEDDING MATERIAL Bc HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. hM 1. ALL INTTTAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED VW "B" BORROW TO BOTTOM OF BASE, ALL OTHER AARREAS SHALL HAVE 'B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9. OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL 05 NTS C601 EDGE OF PVMT., CURB, GUTTER. OR STRUCTURE 5' OR LESS MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH DEPTH OF BEDDING • ••. MATER. BELOW PIPE .25 Bc+T2v , PIPE DIA. d (MIN.) •_,; iiAJN: f 27' L SMLER 3 30' TO 60' 4 �... �_ei. 66' 4 LARGER 6 - •. GULAR BACKFILL UNLESS UNDER PAVEMENT. BC "B" BORROW OR EQUIV. GRANULAR MATER'L. d '`;, ! COMPACTED TO 95% STD. PROCTOR DENSITY WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTTTAL BACKFILL SHALL BE PLACED IN 6" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP BEDDING & BACKFILL 06 NTS '601 GREATER MIN. OF 6" TOP SOIL TO THAN 5' ENSURE GRASS GROWTH �r F1 I DEPTH OF BEDDING MATER. BELOW PIPE PIPE DIA. d (MIN.) EDGE OF PVMT., - tiA1N, : - 27' t SKALLER 3 CURB, GUTTER - '•° Oar To 60' 4 OR SIMILAR 66' t LARGER 6 STRUCTURE < REGULAR BACKFILL y "B" BORROW OR EQUIV. 1/6 BC _,= M '� GRANULAR MATER'L. d ;� >'�y .2t- ' _ COMPACTED TO 95% . +. 1 1 STD. PROCTOR DENSITY GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INTTTAL BACKFILL SHALL BE PLACED IN 6" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B' BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP BEDDING & BACKFILL o7 NTS -- • - - - - -- C601 SANITARY NOTES: ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM REGULATIONS AIR PRESSURE ACCEPTANCE TEST 1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F -1417 SPECIFICATIONS. 2) THE CONTRACTOR SHALL FUNISH ALL EQUIPMENT, MATERIALS LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CITY PERSONNEL. 3) TEST METHOD: A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE. THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 Psig SHALL BE MEASURED USING A STOP WATCH. IF THE TIME EXCEEDS THE 11ME DETERMINED_ FROM ASTM F -1417, THE SECTION FAILS. B) MANHOLES - AIR TEST IN ACCORDANCE WITH ASTM C1244 -93 STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE TEST (VACUUM). FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONNEL. 2) TESTS PRESSURE SHALL BE 100 PSI OR 150% OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 gal /in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr. DEFLECTION TEST OF PVC SEWER PIPE 1) VERTICAL RING DEFLECTION- BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8- INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5% OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3) EQUIPMENT- TESTING SHALL BE GO -NO -GO PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE WITH EACH GAGE. 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. CONCRETE SPECIFICATIONS 1) MATERIALS A) CEMENT: ASTM C150 TYPE I OR 11 B) AGGREGATE: ASTM C33 C) ADMIXTURES: 1. AIR ENTRAINING: ASTM C260 2. FIBER: AASHTO M213. 3. PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATES, OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. D) CLASS A CONCRETE SHALL BE AS FOLLOWS: 28 -DAY COMPRESSIVE STRENGTH (PSI) ....... 3500 MAXIMUM WATER /CEMENT RATIO .................... 0.45 MINIMUM CEMENT CONTENT (POUNDS /CY) .... 564 SLUMP ( INCHES) ............. ............................... 2 -4 AIR CONTENT ................... ............................... 6.0% E) PREMOLDED JOINT FILLER: ASPHALT TYPE IN CONFORMANCE WITH ASTM D994. W.R. MEADOWS SEALTIGHT, OR EQUAL. F) REINFORCING BARS: ASTM A615 OR ASTM A616, GRADE 60. R -1976 INSPECTION FRAME W/ BOLTED LID r-- TROWELED FINISH f- FINISH GRADE . 4 'j CLEANOUT fill Z CONC. ENCASEMENT v • fi - 1I I I I PVC PIPE 0 4" PVC BEND L _-- INVERT ELEV. SEWER MATERIAL & SLOPE AFTER''t*�ylT BEND AS SHOWN ON PLAN _CLEANOUT DETAIL of NTS C601 WATERTIGHT FLEXIBLE TOP OF CONCRET JOINT F-1 I ° i- MASONRY DAM 4 INV. ELEV. AS SHOWN 4 ON THE PLANS 4 6" MIN. ° ° _ 4 DROP SIZE -� 4 AS SHOWN 4 ° .° q CLASS 'B' + OR PRECAST DROP 4 4 a 4 4` ° 4 4 4 ° 4 ° . 4 4 a 4 ° 4 4 4 .4 4. 4, 4 4 'a ° SANITARY MANHOLE DROP 02 NTS C601 N W ca Uj f-•1 �Z z M w MM� LU H Q c W a C8 z Vft w � U V) 0 V) U Stlucmral Engineers LYNCH, HARRISON, BRUMLEVE $30 W o" Avmos ld OWWpas, hWIMa 16703 (317) 706.2075 Scope Drawings: These drowamgs indicate the general scope of the project in terms of architectural design concept• the dimensions of the building, the mojor architectural elements and the type of structural• mechanical and electrical systems. The drawings do not necessarily indicate or describe oll work required for full performance and completion of the requirements of the Contract. On the bans of the general scope indicated or crescri"J, the trade controctors stroll furnish all items required for the proper execution and completion of the work. Drawino nft SITE DETAILS Revisions: Imo Date W ca Uj KM �Z z M w .j LU H Q c V � Scope Drawings: These drowamgs indicate the general scope of the project in terms of architectural design concept• the dimensions of the building, the mojor architectural elements and the type of structural• mechanical and electrical systems. The drawings do not necessarily indicate or describe oll work required for full performance and completion of the requirements of the Contract. On the bans of the general scope indicated or crescri"J, the trade controctors stroll furnish all items required for the proper execution and completion of the work. Drawino nft SITE DETAILS Revisions: Imo Date Drawn By Checked By 03/10/06 KM GS Certified By: Dr&Wg Number C601 ftojecti'llumbor 25429 T CD Cr N to P-4- CD CD CD M. ca CYI Mhl na roe And Cover Ma terlal And Thickness l Approved Exca va led Ma terlal In Unpa ved L Fla t Slab To Neenah R -1642 Or Equal z w Q J Notes Under Ex/st/ng Sewers Voter Lines, Curb Box Vi th Cove tb ,i F.. w cc For Wa ter tJgh t Ins to Ito tions Neenah R- 1916 -F Or Equal f Bedding Material To The Centerline Of The Existing Ut /llty �' I o e 'WA TER' Cast In Cover Wa ter No In Granular Bedding Ma terlal Shall Be Placed Based On 150 PSI Test Pressure And Hand Tamped In 6' Layers To A Minim a o 44 ° Of 1' -0' Above Ppe, C d ° a Q° a Q e e° Q Bed Pipe In Speclf led Granular Bedding Ma terlal Hand Tamped In Ground. o o Bedding Material Shall Conform Pos/ cap Q No , Ad, * tingg Rings B' Min, 12' Max, 24' ,w Noter 'W' Is The Maxlmum Vldth For R191d Pipes 90*, Tees 'U' Is The M/nInum Width For Flexible Ppels 11 1 Jr Smaller Service Line Shall Be Direct Tap Unless 112' Cement Plaster Of Tee, ' N 3. Hydrants Shall Be Set At 500' Max. horizontal Approved By Carpel Utilities. • STANDARD DETAILS ASSEMBLY January 1995 Seale: Not To Scale Drawn 8y. Jones k Henry Drawls Name CWB ' Engineers, Inc. 9 Plugs 27, 35' 2) Corporation Stop Shall B MH Rise See No te 58' 65' Curb Stop Concrete Block Brand And Model Approved B ASTM C47 115' 45' 7' 9' Carpel Ut1llt/es Lo 15' 17' Corpora Lion Stop 21' 3.) Service L /ne Tap Shall Be Voter LJ Go to Valve 22 -1 12e 3' Mueller H- 15008, Or Equal q 5' Harz 7' 8' 9' Wa ter No In 12' Sepera tlon Of 24M I1 -1 /4e 2' 2' Double Strap 3' 4' _ 4' 5' Ser vice Sa dale* 7' 4.) 17' And Larger Lines Require A Swing Jo1n t A t to c ed Length - VarJes 1' .t To Corporation Stop • Concrete Blocking As Required cver/fy) 6/0 t1. a ter Flexible ' C Join is 1 • JI #4212 EW 1' -0' MJn. Cast -In +� L I[ Valy Place Concrete Base o �Opper � Manhole Diameter Shall Be A Minimum Of 4' -0. Service L/ne The Des /gner Shall Specify An Adequate Diameter To Accoihoda to The Va / ve And Voter Ma In S/zen U) rn a, r !�o 1' -0' MJn/mum Undisturbed Groun SIZE 'V' 'U'A'W' wT, Exlsting Pavement, S 6' 2' -6' 2' -0' 4' Cut Straight Edge 8' 2' -6' 2' -1' 4' 10' 2' -6' 2' -3' 4' 12' 2' -9' 2' -5' 4' 15' 3' -0' 2-8' 5' 18' 3' -6' 3' -0' 5' 21' 3' -11' 3'-4' 6' Special Backflll Under 24' 4' -3' 3' -8' 6' Pavement, Drives, Valks 27' S -6 3 -11 6 &' Where Ordered Tamped In 6 Layers 30' 5' -9' 4' -4' 6' Speclal Backfill Shall 36' 6-3' 5' -2' 61 Conform To INBOT 211.02b 42' 6' -11' 8' 48' 7' -4' 9' 54' 8' -0' 9' 60' 8' -6' 9' 66' 9 =1' 90 Undisturbed Ear! 72' 9' -8' 10' 78' 10' -3' l0' TRENCH SCHEDULE AA Table Is For ASTM B -3034, Wall Thickness Class SDR 35 For 6' -15' And ASTM F -679 Wall Thickness Class T -1 For 18' -36. For Other Flexlble Pipes, N"num Trench Width IP Shall Meet Manufacturer's Requirements Match £xis t/ng Pa vemen t Ma terlal And Thickness I tA Approved Exca va led Ma terlal In Unpa ved L Areas Unless Otherwise Directed z w Q J Notes Under Ex/st/ng Sewers Voter Lines, Gas Lines, Telephone Cable And F.. w cc Electrical Condults, Backflll With Granular f Bedding Material To The Centerline Of The Existing Ut /llty �' Lines o e For Flexlbie P/pe Vlth Solid Or Profile Wa = Wa ter No In Granular Bedding Ma terlal Shall Be Placed Based On 150 PSI Test Pressure And Hand Tamped In 6' Layers To A Minim a o 44 ° Of 1' -0' Above Ppe, C d ° a Q° a Q e e° Q Bed Pipe In Speclf led Granular Bedding Ma terlal Hand Tamped In Ground. 6' Layers To Plpe Centerlone Bedding Material Shall Conform 'V' x or 'U' At To INDOT 903.02, Size No, 8 Top OF Plpe ~ 20' 24' ,w Noter 'W' Is The Maxlmum Vldth For R191d Pipes 90*, Tees 'U' Is The M/nInum Width For Flexible Ppels In Accordance WJth ASTM B -2321, TRENCH-DETAIL FOR SEWER AND VAT£R MAINS NTS v -n, Saw Cut Hole In Existing Sewer; Install New Pipe Not Protruding Into £x/sting Sewers Encase Connect /on In Concrete Collar As Shown, Backfill Carefully. BeddJng Conform/ng To OT 903.02, Size No. 8 gauss n Collar * Service Saddle May Be Omitted For Services 1' And Smaller And Direct Taps Made To Duct /le Iron Pipe, Class 52 Or Greater. (Verify WJth Owner For Pressure Class DIP) N 3� UO Restrained Joints Shall Be Mechanical Joint W/th Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equa 1, NOTE, THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. Mueller Centurlon A -423, Sr Equal Painted 'Safety Yellow' 1 3' -0' 6'Valve Box W PRESSURE PIPE JOINT RESTRAINT TABLE I tA BO L aL, z w Q J Length Of Pipe To Be Restrained w F.. w cc tr 6' Go to f Valve Q -1 Q 1' -0' Min. In Each Direction From 7 Of Bend a o e 444 Wa ter No In 4 Bedding Material Conforming To Based On 150 PSI Test Pressure 44 INDOT 903.02, Size No. 8 One 9'x8`x16' Solid Aer�`1 Tee - M.J. Hydrant ss Restrained Degree ength nd l t/ngs Base On Undisturbed As Required Ground. Notes, Of Bend 6' 8' 10' 12' 14' 16' 18' 20' 24' 30' 90*, Tees Lowered To Provide Sufficient Cover As Specified. 2, All Joints Shall Be Res trained Except In Run Of Tee, ' N 3. Hydrants Shall Be Set At 500' Max. horizontal TITLE: CITY OF CARMEL FIRE HYDRANT Distance, Or Less As Speclfled By Fire Department Ch m� U O Date: STANDARD DETAILS ASSEMBLY January 1995 Seale: Not To Scale Drawn 8y. Jones k Henry Drawls Name CWB ' Engineers, Inc. 9 Plugs 27, 35' 42' 50' 58' 65' 73' 80' 95' 115' 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22 -1 12e 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' I1 -1 /4e 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint W/th Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equa 1, NOTE, THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. Mueller Centurlon A -423, Sr Equal Painted 'Safety Yellow' 1 3' -0' 6'Valve Box W Min, I tA BO L aL, z w Q J V Pos/ cap w F.. w cc tr 6' Go to f Valve Q -1 Q 1' -0' Min. 4 4 a o e 444 Wa ter No In 4 Bedding Material Conforming To 44 INDOT 903.02, Size No. 8 One 9'x8`x16' Solid Aer�`1 Tee - M.J. Hydrant ss Restrained i �y!\i Conc. Block Or 6'M /n, C/oss'B' Concrete ength nd l t/ngs Base On Undisturbed As Required Ground. Notes, 1. At Hlgh Points Along Moln Water Line Where Indlco ted On Drawings, Anchoring Tee Shall Be Set At 45' Angle Upwards And Connected To 6' 45' Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2, All Joints Shall Be Res trained Except In Run Of Tee, ' N 3. Hydrants Shall Be Set At 500' Max. horizontal TITLE: CITY OF CARMEL FIRE HYDRANT Distance, Or Less As Speclfled By Fire Department Ch m� U O Date: STANDARD DETAILS ASSEMBLY January 1995 Seale: Not To Scale Drawn 8y. Jones k Henry Drawls Name CWB ' Engineers, Inc. 9 I N n N UO 14 5' -0` Z Qf 4� 0 Q, W Pa venen t Select Exca va ted Ma terra l Or S . 1 Appro ved Exca va tea Mote Backflll Hand Tamped In 6' Layers:.' Unless Otherwise Directed Note, Select Exca va ted Mater/al Or Special Backflll Shall Be Placed Under All Pa vemen is And Within The L/n/ts Shown Above, Special Backfill Shall Conform To INDOT 211.0216 Select Exca va ted Material Shall Be Approved By Engineer. N W Checked By LU 9C BO GS Z z w Q J W... F.. w cc w •e C8H � IL�a♦ w U 14 F C) cn U it- Structural Engineers LYNCH, HARRISON, BRUMLEVE sm vusirda AV=" (317) 7W2M Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems, The drawings do not necesoonly indicate or describe olf work required tar full performance and completion of the requirernents of the Contract. On the basis of the general scope inilicoted or described, the trade controctors shall furnish aN items required for the proper e■ecution and completion of the work. SITE DETAILS R**Io= laaue Date W Checked By LU 9C BO GS Z z w Q J W... F.. w cc V � IL�a♦ Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems, The drawings do not necesoonly indicate or describe olf work required tar full performance and completion of the requirernents of the Contract. On the basis of the general scope inilicoted or described, the trade controctors shall furnish aN items required for the proper e■ecution and completion of the work. SITE DETAILS R**Io= laaue Date Drawn By Checked By 03/10/06 BO GS Certified By: Drawing Number. C602 Project Number; 25429 t- --gin®