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05080011 Civil Construction Plans Rcv. 7/21/2005 DOCS
2 >n �i d- 00 0 0 N a 75 0 Q- c 0 •ice 0 M N 0 11 v 0 c V 00 00 o o Q C) U C) o"4• CL _. o CL X CO : w ©U C) E �•- 'i o � � °o Eoo Z Co v v .0 •0 > ° > v � � � Q 0 +� to 1 PENNSYLVANIA PARKWAY 14 z 1 Iit :III ,l;Fe 171i;iil {c Aii�:ias!Illl ltiil ?l i'1 INTERSTATE 465 W; W E .o� l 1 1 JJ D(� ; l' ?11-t k�tf ! M, ?>> t t, H-L U i '4 ,NORTH NO SCALE 4 I F I E 1111 If All I VICINITY MAP e-% i 4 r! NOR NO SCALE O - 07/20/05 0 - 07/20/05 0 - 07/20/05 O - 07/2 %5 O - 07/20/05 O I - 07/20/05 O 1 - 107/20/05 O - 107/20/05 €1 - 107/20/05 0 - 107/20/05 O - 07/20/05 © - 07/20/05 O - 47/2 %5 0 -- 107/20/05 0 - 107/20/05 0 - 07/2 %5 © - 07 /2o /o5 C000....................... COVER SHEET C100 ....................... EXISTING CONDITIONS C101....................... DEMOLITION PLAN — WEST HALF C102 ...................... DEMOLITION PLAN — EAST HALF C200....................... OVERALL SITE PLAN C201........................ SITE PLAN — WEST HALF 0202....................... SITE PLAN -- EAST HALF C300 ....................... GRADING PLAN — POND AREA C301 ....................... GRADING PLAN WEST HALF 0302 ....................... GRADING PLAN — EAST HALF 0400 ....................... EROSION CONTROL PLAN 0500....................... UTILITY PLAN — WEST HALF C501 ....................... UTILITY PLAN — EAST HALF C600 ....................... DETAILS C601..............s.s.f.s.t DETAILS C602 ....................... DETAILS C603 ....................... DETAILS DRAWING INDEX LEGEND MOST RECENT ISSUE OR REVISION DATE COVER SHEET LATEST REVISION NUMBER FlLLED CIRCLE Na PATES DRAWING INCLUDED WITH THIS ISSUE OOLPERT, INC. x 7140 Waldemar Drive Indianapolis, Indiana µ 46268 -4192 317.299.7500 OOLPERT FAX: 317.291.5805 No.1 DATE I REVISION t f i t PROJECT No.: • � is Y; �w rR- .f.. 19011 CC '• °° STATE OF Ljj u) o SEAL r ©CV • �' *fir C2. Oo O d' CO 0) 3 O mot' ..fl i D On co to 6 LO «- d- Lo Ln x65 .LO CO o 00 � N v � E o� 0 N V � iu v E o >, z v cu 0 o .,.� �cn o v' J J M N L J H a_ c tV 0- 0 As.1 a �- v 0- c it v� v o., Co Co 0 O � i 01 vn) 3 � T_ oo 00 0 ° 0 � O � U do- o C co CL Nt x a ,n O 0 '� �O C a ° - 0 V I 0 CNI U o t0 =3 Ir- v o c0 E z 0 O•, � ? D IZ � V) O+•L0 v v .A I I NORTH I 0 50 100 150 174 1 GRAPHIC SCALE IN FEET LEGEND SYMBOL DESCRIPTION SYMBOL � DESCRIPTION INTEGRAL WALK $c CURB V EXPANSION JOINT AT BUILDING CONCRETE CURB AND GUTTER (TYPE II) CONTROL JOINT PHASE I EXISTING COMBINED CURB AND GUTTER (TYPE III) EXPANSION JOINT EXTRUDED CURS REGULAR DUTY ASPHALT PAVEMENT CONCRETE CURB END TAPER Y PROJECT SIGN (SEE ARCHITECTURAL PLANS) - `'`,. ~- CURB TURNOUTZ DIRECTORY SIG N (SEE ARCHITECTURAL PLANS) PENNSYLVANIA PARKWAY � ; - C ( ASPHALT) — 10 ASPHALT PATH CONCRETE STOOP (5"x5* UNLESS OTHERWISE NOTED) '��/ s ASPHALT PATH ' Ij �o• R (GRASS} 2.5 R '� GRASS (PLANTER) �, ( ) ---� .� ) 2 { r / , — _ - ._.. — _ 8 = _ _ = V 6" CONCRETE PAVEMENT CONCRETE PATIO # /:� „ 3 00 150' CC GO 0 AREA (SEE ARCHITECTURAL PLANS} Qz� '' ,��, �� ♦ C (ASPHALT) D (ASPHALT) � 7'x7' TRANSFORMER PAD 10'x7' BICYCLE PARKING f` 9 • L �. — ...._ _ _ — _ j r � j:` \ ....� �._.. �• -- •= s a r c� a� _� =tea r r��� u- �-�-``.a cl) f Jf �� �L, LANDSCAPED AREA EE CROSSWALK ®2 O.C. -.Q;I� ` � L � ern .�... � ,..f. ..... .... .... � .... .�: � • •R o� 4 � M 4" PAINTED SLUE PAVEMENT o o �i � AT 45' ANGLE, 2' O.C. STRIPE �, DISABLED PAVEMENT SYMBOL 8 r, L -� v, �D PARKING SETBACK -r Q L (GRASS} Q '�` DISABLED PARKING SIGN 17 4 PAINTED BLUE PAVEMENT STRIPE 15 GREENBELT _.... kf is 4 —. _....._. ... CURB TRANSITION P12 12' ''t 10 12 24 E 2& Q 4s PAINTED WHITE PAVEMENT STRIPE f Co �,. 10 p to (ASPHALT) 4 NUMBER OF PARKING SPACES € f �:::: �::: _ fl DISABLED RAMP g �::::•:;:.: 9 D D X P x If .cam _ _ ~` !�. C o; . PROPOSED CONCRETE 7 f �s• D TYP. - - -- = . TYP. D R DISABLED RAMP MULTIPLE :. ; i II - _ i2 4sR _ - - r _ - 5 8 S. l � - to ! T T fi 2 P RASH 0 M U i � T S ER A (SEE ARCHITECTURAL CH ECTU PLANS) - 1 _ ( LANS 3 1 1 fin 4 r 0 L } - `L 1 ?'J f r1 -- - r PRO . R 0 v� wl - HEAVY ...,_...... .,..__.._.- ....... VY DUTY P ;�- �:.:.: : AS HALT PAVEMENT • 4 _..- .......... .� U gR L - - - L G� ,�..- _.. = II C 1 I S PRECAST CONCRETE WHEEL P - � ,--_ � � f � EL STO 1. ti -`t 25 C c o �< cn PR P } a �� I 4S _ FU cn 1 LL DE �- � 0 X 1 K 1 PTH ASPHALT T 0 PA _ .- HAL PAVEMENT �. 13 22' 24' 1201- _�g' _ P N ' k ( I D (Typ.) • (TYP.) 25' 4 • (ASPHALT) L f I z� L � WYNDHAM HOTEL CORPORATION P _ (TYP•) L co 14 12 13 r L ............ _ .. __ ... 'i. '. :" . _ _ - .... - T - - t. 'y( D / V IIt` (ASPHALT) li lIi1111111111(11 i j -3— � i 1 it 4 I I I I s -T717-71 I j II 75'16-5-4 { (ASPHALT) (WOODS) INTERSTATE 465 (GRASS) �. ►�l .'1�'1 • �i BG now A . WIL.P ;_^wumu_li, PHASE I DETENTION POND NORMAL POOL ELEV, 824.52 100 —YR. FLOOD ELEV. 829.9 - o N » i Ld r 0 d z �0 0 C B LL. D WOODS) 4040 R �- 0 N PHASE I --�- PHASE II PARKING DATA STANDARD PARKING SPACES 1142 DISABLED PARKING SPACES 24 TOTAL PARKING SPACES - 1166 NOTES: SITE DATA ACREAGE BUILDING ONE 5.060 cc. BUILDING TWO 9.877 cc, BUILDING THREE 8.102 cc. BUILDING S.F. BUILDING ONE 62,000 S.F. BUILDING TWO 129,000 S.F. BUILDING THREE 129,000 S.F. 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. —ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. —ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. —ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS, 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED, 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION, SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS, 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. 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 AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. ow 'HOLEY MOLEY' 1 -800- 382 -5 CALL TOLL MM I� • L 0 .. 9 i ISE E Z s w a CL — a w C K fi tll .L 0 v 0 U' I z E O ._ CN -7 o _ _ N 6 Lt1 :-�: CL v) v rn � v) O N f'%, .. t�1.-- � - to I © f H o x 1 __j � Z C5 E bill ul Zi Co d '' �••'•'`,C.) ` 1 PtRt��t,� � G v � � F t LL t 0 a. z Cf) Q 0 z 1 s �z E > .�.. z - i I.I.I a.., Lai —'.. w D t� U Q� ^ �;- v am ' C a C3 w i n a Lai t G� Lai B ; s cc ; DRAWING N4. SHEET 6 OF 17 i TITLE: SM FiM - VeaT HALF A t❑ N M L J I EXISTING PHASE II PHAI R zz . yy� GR SS .... ..... .... T s �w 71 is �� •MUD `� \ --.. � f r r . £ lo II sp ke� 17 I (ASPHALT) 13 un. __.. ..... 4. .a -- -, �� ILA .K- 5 _ 1 ': "Ulf =I�ACT ' 1 - 4 _ - .• �.: ;-: ��:' ^-'.•.�� ::;.:::. {_�y� �. -yam- _ .0 - - ACR ES .+... - _ �0 WALK) r.: - - v _ C K - - '` �;Q •. _ ,•� A ASR:: t rPLAti ER (CONC) •(PLANTER = .; i -(PLANTER) �— = � PLANTER) (GASS 5 G MMERIDIAN PATE PLAZA r%2 r e% Sara asa CC r � • 1 tV - V • �� U� i a avow asom to W 6 Z 0 Q Z Z V P SE 11 INTERSTATE 465 r colvc & (ASPHALT) METAL SIGN c S R, �a Rap �' ,,..� PLANTER RASS NORTH 0 5� 100 150 GRAPHIC SCALE IN FEET ,EGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION BUILDING THREE INTEGRAL WALK & CURB Q EXPANSION JOINT AT BUILDING BUILDING ONE BUILDING TWO CONCRETE CURB AND GUTTER (TYPE II) V CONTROL Q COMBINED JOINT 0 NT 3. CURB AND GUTTER (TYPE 111) CD EXPANSION JOINT FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM EXTRUDED CURB REGULAR 0 J CONCRETE PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. DUTY ASPHALT PAVEMENT 5. CURB END TAPER CURB TURNOUT PROJECT SIGN (SEE ARCHITECTURAL, FLANS) SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED CONCRETE DIRECTORY SIGN S ( EE ARCHITECTURAL PLANS) 43' R W WALK W 10' ASPHALT PATH 6. CONCRETE STOOP €5'x5' UNLESS OTHERWISE NOTED gg � 8' ASPHALT PATH CL 6* CONCRETE PAVEMENT - .- CONCRETE PATIO AREA (SEE ARCHITECTURAL PLANS) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES 7'x 7' TRANSFORMER PAD z 10'x7' BICYCLE PARKING LANDSCAPED AREA . � CROSSWALK 0 2' O.C. 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. {. DISABLED PAVEMENT SYMBOL ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 4" PAINTED BLUE PAVEMENT STRIPE 10. DISABLED PARKING SIGN < 4' PAINTED WHITE PAVEMENT STRIPE REQUIRED BY CITY OR AND E SHE BE R! DIRECTION OF AGENCY. THE AMOUNT, LOCATION CURB TRANSITION DISABLED RAMP NUMBER OF PARKING SPACES R DISABLED RAMP (MULTIPLE) F.- ' . a PROPOSED CONCRETE _. .-. TRASH DUMPSTER (SEE ARCHITECTURAL PLANS) - Cl) z W PRECAST CONCRETE WHEEL STOP i- PROPOSED HEAVY D€rn- ASPHALT PAVEMENT Z .. Lai PROPOSED P 0 os ED FULL DEPTH E TH ASPHALT PAVEMENT PARKING DATA STANDARD PARKING SPACES 1142 DISABLED PARKING SPACES 24 TOTAL PARKING SPACES = 1166 (ASPHALT) DOTES: SITE DATA ACREAGE BUILDING ONE BUILDING TWO 5.000 ;w. BUILDING THREE 9.877 cc. 8.102 cc. BUILDING S.F. BUILDING ONE BUILDING TWO 62,000 S.F. BUILDING THREE 129,000 S.F. 129,000 S.F. U z 11� I *HOLEY MOI.Er 7"800"382 -5544 CALL TOLL FREE � 2 0 a C� +� z m v .L © C; 0 V p C N ? E o ;- 0 v c� "�•N�tN a opt -�I� tl. L2., oo0rnr7 _j C N 0 'S Ir C L< = O H o C7 a Q� Cos Q/ •.. La s:r;ttttt+t`�'' G LLS c.s ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. —ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. —ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO Ld p FACE OF CURB. ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. a Lu a 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. Q 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CD I F FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM Ld ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A E IMMEDIATELY. 0 J 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 0 ° 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC 13Y THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED (STONE) AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION W COMPLETED. ORK IS 43' R W W T 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 0 CL �t - .- 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES z PROPERTY LINES OR BUILDING UNES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY N LOCAL CODE WHICHEVER HAS JURISDICTION. Q SITE SEE 4 AND SITE DETAILS FOR SPECIFICATIONS. �1 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES < Z E REQUIRED BY CITY OR AND E SHE BE R! DIRECTION OF AGENCY. THE AMOUNT, LOCATION 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC z OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF _. .-. a. • NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM, U z 11� I *HOLEY MOI.Er 7"800"382 -5544 CALL TOLL FREE � 2 0 a C� +� z m v .L © C; 0 V p C N ? E o ;- 0 v c� "�•N�tN a opt -�I� tl. L2., oo0rnr7 _j C N 0 'S Ir C L< = O H o C7 a Q� Cos Q/ •.. La s:r;ttttt+t`�'' G LLS c.s (L. I F W 0 CL �t z cr Q Q Lu 0 z Q t < Z E Z z i a. • •.,.o `�1�.7 Cl) z W i- Z .. 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MANHOLE O 0 SANITARY MANHOLE O 8 SANITARY CLEANOUT Q Ex STORM STRUCTURE NUMBER EX 1 SANITARY STRUCTURE NUMBER U BER 1 00 SD - - STORK! SEWER - --' SAN - - SANITARY SEWER SANITARY FORCE MAIN FM WATER LINE i. ! . ............""' 'a FIRE HYDRANT , POST INDICATOR VALVE t7 MATER METER PIT r WATER VALVE .� C GAS ....... G �. GAS METER . X U . GAS UTILITY MARKER Z e - -r - U E - UNDERGROUND ELECTRIC u E ----- -- 4- ELECTRIC UTILITY MARKER �j as ZI TRANSFORMER - -' UT -r- - UNDERGROUND TELEPHONE UT TELEPHONE PEDESTAL 6 HANDHOLE 25 PULLBOX W TRAFFIC IC SIGNAL � .j LIGHT POLE LU M POWER POLE 0 GUY WIRE DISABLED PARKING SIGN -�- `j SIGN - r -- DITCH D CHAIN LINK FENCE S UU Q GUARDRAIL TREE Y v w _ O NOTES PROVIDE POSITIVE DRAINAGE IN ALL AREAS, PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT,, 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSE} ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COMER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 8. TIME EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. . ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. S. T,C. SHALL INDICATE THE ELEVATION THAT 'WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET, T.C. SMALL INDICATE TOP OF CURS WHEN STRUCTURE IS A CURB INLET., NOTE: ALTA ACSM LAND TITLE SURVEY PREPARED BY BENCHMARK LAND SERVICES, INC. DATED JUNE 8, 2004. W00LPERT ASSUMES NO RESPCNS B TY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON THESE PLANS. *HOLEY OLE)r . , 1- 800 -382 -5544 CAU TOLL MM L m k L {{I f 0 cr. 1111 �" LLJ .a arm Uj cc 1:5 Q co l ! Z E o 0 �- co Lr) C-q s..i+. 0 LL, 0 Qi.. 00 #` 0 srr x f { H ``�`t�� • �'��a�a.a.,�atiy��.. "" �Y� JIB - 'Q *' T 1 i„ 0 • � d' r- r Awl Y co LAJ LA. `�11 fP11F1'1 ttt1�V ;�� ;` s i T G s Y C a k s� �rsri { ♦ ♦Ilar f r � f _ f GRAIVI G NO. SHEET 8 QF17 TILE: GWi'i1%!G FLIM M AFFA A a. F � Q a w�� 0 a: CL a. z Opp U Z e Irv% %awe j mmi �j as D Uzi LLJ W � .j As tol LU M LU (L 0 La am D S UU Q U Y v w O C a k s� �rsri { ♦ ♦Ilar f r � f _ f GRAIVI G NO. 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I m ; A I - --- - i - - --,-""-- - a I . ----- -"---- - --m- - - - ----- .. - . ....... �.- � NORTH 4 50 100 750 GRAPHIC SCALE IN FEET ....LEGEND -- � -- zw @ EXISTING E I "i .. • �'R0P0S��D ` r .-..- -' -.0, r - ' 7y 49 :� CONTOUR LINE . 74 ,P, SPOT ELEVATION 753 753.00 .�� �� 752-50 i MATCH EXISTING GRADE M.E.G. ° STORM CURB INLET t ❑ STORM INLET i I ! CONCRETE END SECTION 17 () STORM MANHOLE () SANITARY MANHOLE E) SANITARY C L.EANO UT a «..I 0 z L_x f STORM STRUCTURE NUMBER 0I �% (EX � SAN `ARY STRUCTURE NUMBER D . ..- - SD - _.._....,. STORM SEVER - - ------ - - ----SAN---- SANITARY SEWER 21 Lu ! SANITARY FORCE MAIN - -- FM - - VV7R - - • WATER LINE alvrv�f � FIRE HYDRANT .10, 11--1 -, Ih � POST INDICATOR VALVE � k : SJ f I WATER DETER PIT 0 WATER VALVE - - ....,r...... G _ - GAS _ GAS ME'T'ER - 15 4 GAS UTILITY MARKER -" - UE " - - UNDERGROUND ELECTRIC - •� UE �--• ELECTRIC UTILITY MARKER 9 TRANSFORMER r -- - - - UT - - - _ UNDERGROUND TELEPHONE U T TELEPHONE PEDESTAL e HANDHOLE . 29 PULLBOX COO TRAFFIC SIGNAL ,. LIGHT POLE POWER POLE �-- GUY WIRE DISABLED PARKING SIGN �v --v- SIGN -w I . . I--_._ . . -�.�. DITCH CHAIN UNK FENCE GUARDRAIL 0 TREE ' - GRADING NOT 1=0 - --- ---- ---------- - 1 " PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. . 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. • 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM, 5. THE EXCAVATING CONTRACTOR MAST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERITY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILVe COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2v BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE - DAMAGED DURING CONSTRUCT'IQN FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALE, BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8. T,C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. NOTE. ALTA /ACSM LAND TITLE SURE PREPARED BEI CI MARS LAN 3 SER LICE% INC. 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GAS UTIUTY MARKER — — -- UE -- — UNDERGROUND ELECTRIC U. + ELECTRIC UTILITY MARKER I D TRANSFORMER — -- UT — UNDERGROUND TELEPHONE U T L3 PEDESTAL HANDHOLE Qp PU LLBOX TRAFFIC SIGNAL LIGHT POLE POWER POLE GUY WIRE DISABLED PARKING SIGNr �— SIGN ..a,.�,1.. -.. —_ . . -..._ . . DITCH • �— ..........- CHAIN LINK FENCE ' GUARDRAIL TREE i VOTES GRADINC2 PRO�IIDE POSITIVE DRAINAGE IN ALL AREAS, PAvIRG CONTRTOp SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT{ 2• PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK GOAT MATERIAL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE ' H.!LE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB ANt) To MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM, 5. THE EXCAVATING CONTRACTOR DUST TAKE PARTICULAR CARE EXCAVATING IN AND AROUND EXISTING UTIUTY LINES AND EQU r ENT, VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE& 6. THE EXCAVATING CONTRACTOR NTRACTO OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SKEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA, 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC' BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8, T.C. SHALL INDICATE THE ELEVATION THAT MATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. NOTE: ALTA /AGSM LAND TITLE SURVEY PREPARED BY BENCHMARK LAND} SERVICES, INC. DATED .DUNE S, 2004# WOOLPERT ASSUMES NO RESPONSIBIUTY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON THESE PLANS, { MM 1 -800- 382 -5544 CALL TOLL FftEf to E 2 a 49 0 C - h iii s � �rol. r i Qk Z irt3 • • ..• }�-- L0 �. E ^ i o � 1j w �y..� Hl Lo B c Q. ac00 re) e kJ• X u. J ,1 > >1LLt><1L�t�ililitlllfl�j`# 4u > >�L �j♦lffJ{ T \ • ccQQ = .,, w OQp co cAl LAJ ._ a Lai u uj D r, 1_ G { r } i r a t 3 DRAWING NO. SHEET 10 oF17 � I TITLE, GIADNM FA - EAST HALF A B L CL CL ccQQ Q � OQp w1b uj %woof 0 �m CD CI 0 Qp W= o� D r, 1_ G { r } i r a t 3 DRAWING NO. SHEET 10 oF17 � I TITLE, GIADNM FA - EAST HALF A M L J H G Q O Lo po 0) '. V) Q 0— N V - 7 a • _ -fr �.•.: -0--j a.. T— c E UD -5 • .r 0) 0 I I T- "i..., - fir/ It CD f « V f D: ..6 r r co / .. Q ^ 0 I L(n ,,..-,7 0 '`' ja 3 V 1 x j1� ) � A / : 1---+" 0• v n::> vC Eo -0 a... .to a v— v &- 0 -.. '� M - C. 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'-rn'n� �w....ww r«r�r --�... «r-+r `�_ rrr+'- �� I . .----� -,----� .....� -----� mow- I i ft RIT Don] D0a B 6� L 6 D 'HOLEY MOB" 1- 80€) -38�; �2 -5544 � - TOLL RM --- NOTE: ALTA /AGSM LAND TITLE SURREY PREPAREDY �ENCHMARI LANG .SERVICES, INC. DATED JUNE 89 :2004. WOOLPERT ASSUMES NO RESPONSIBILITY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON' THESE PLANS. i EROSION CONTROL NOTES - . �- . � . . . - NORTH 0 100 200 300 Ez�1 - L�i—H.. - - I-- -: - I o I-- - - --.- A -..--- - GRAPHIC SCALE IN FEET Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS B3— THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN MOTES ON THIS SHEET B9 THE PLAN VIEW. SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. A2 11x17 INCH PLAT IS INCLUDED WITH THE SUBMITTAL. mi 0. �� 0 THERE ARE NO PROPOSED WATER QUALITY MF�SURES PLANNED A3 THIS PROJECT INVOLVES THE CONSTRUCTION. OF A 11 FOR THIS SITE, z , PARKING LOTS, 444 - 11 ENTRANCE DRIVES, SIDEWALKS, STORM AND SANITARY SEWERS, 811 SEE SEEDING SCHEDULE DETAIL. . AND OTHER SITE -- RELATED UTILITIES. j= , � p�Q B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. DETAILS. A5 LEGAL DESCRIPTIONj-0--BLINSERTED HERE 813 SEE 81 ABOVE AS LOT BOUNDARIES ARE SHOWN ON THE PLAN B14 SEE EROSION CONTROL INSTALLATION DETAIL. A7 HYDROLOGIC UNIT CODE: B15 NOT APPLICABLE. A8 THERE ARE NO STATE OR FEDERAL WATER QUALITY PERMITS Z WILL BE MINIMAL IN NATURE, 9% REQUIRED FOR THIS SITE, - POST — DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, ETC, GGGJ �j >mmk *111s LLJ 0 -- ca MAY OCCUR IN LIMr rED AMOUNTS AS A RESULT OF THE MAJORITY A9 STORMWATER WILL DISCHARGE INTO *= 0 -.8 �z OF THIS PROJECT SITE BEING USED FOR TEMPORARY CUSTOMER Z X . < a � - - CL. PARKING, THE ONLY OTHER REASONABLY FORESEEN POLLUTION .w (L 0 Lp- AI !' FI 46 � ~m FROM THIS SITE WILL .BE UTTER AND TRASH DUMPED BY A10 ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT Sm� VO 2 VISITORS TO THE RETAIL STORE, TO THE SITE ARE SHOWN AND LABELED ON THE PLAN, O C2 ALL EROSION C ©NTROL M�SURES AS SHOWN ON THE PLAN VIEW A l THE ULTIMATE RECEIVING WATER IS W WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINAL STABILIZATIDN OF THE SITE WILL BE Al2 THERE ARE NO AREAS ON SITE WHERE STORMWATER MAY tACCOMPLISHEO U51NG PERMANENT SEEDING OF ALL OPEN AREAS, POTENTIALLY ENTER GROUNDWATER. LANDSCAPING WITH MULCH O *: PARKING ISLANDS, AND PLACEMENT OF ASPHALT PAVEMENT. . Ala THERE ARE NO FLOODIPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. C3 -_, HAS A PRACTICE OF MAINTAINING ALL PARKING AREAS ON A MEEKLY BASIS, THIS MAINTENANCE A14 PRE — CONSTRUCTION PEAK DISCHARGE: � CFS (I0 —YEAR) INCLUDES FREQUENT SWEEPING OF ALL PAYED SURFACES AS POST— CONSTRUCTION PEAK DISCHARGE: CFS O- -YEARS 1#�IELL. C€LLECTION aF ANY LITTER DURING CART RE7'RiEVAL DETENTION IS . PROVIDED a O EFFORTS, ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. MINIMAL A15 ADJACENT LAND USES- FERTILIZER APPUCATIONS MILL OCCUR TO THE GREEN SPACES, NORTH: C4 NO POST CONSTRUCTION S -ORMWATER QUALIFY MEASURES ARE SOUTH: PROPOSED BEYOND PERMANENT SEEDING OF AFFECTED AREAS EAST: AND t3N -GOING CE OF THE ENTIRE PROJECT AREA. WEST: C5 OWNER /OPERATOR OF THE RETAIL SPACE WILL DESIGNATE A16 CONSTRUCTION LINTS ARE SHOWN IN THE PLAN VIEW. INDIVIDUALS ON A LOCAL BASIS TO BE RESPONSIBLE FOR UPKEEP /MAINTENANCE OF THE FACILITY, INCLUDING THE PARKING All VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT AND OPEN AREAS OF THE PROPERTY, PAVED ARE GRASS. GENERAL NOTES A18 SOILS INFORMATION: 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, Br -- BROOKSTOiN SILTY CLAY LOAM 'WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A CrA — CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORM WATER RUNOFF, OR OTHER A 19 ALL PROPOSED STORMWAT4ER SYSTEMS ARE SHOWN! IN THE PLAN FORCES. PROPER DISPOSAL . OR MANAGEMENT OF ALL WASTES VIEW, DETAILED INFORMATION CAN BE FOUND ON THE UTILITY DRAWING N0. AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE 17 OF17 PLAN. : ��o o OF THE WASTE OR MATERIAL, IS REQUIRED. A20 THERE IS NO OFF --SITE CONSTRUCTION ACTMTY PLANNED WITH 2. PUBUC OR PRIVATE ROADWXA S SHALL BE KEPT CLEARED OF THIS PROJECT, ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH MATER. A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW., 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO DISTURBED AREAS WCTHIN THE CONSTRUCTION SITE. ALL INDICATE DRAINAGE PATTERNS. ADDITIONAL SPOT SHOT MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INFORMATION CAN BE FOUND ON THE GRADING PLAN. INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES AND SPECIFICATIONS INCLUDED HEREIN, INCLUDE SPILLS AT FUELING LOCATIONS AND LEAKING VEHICLES AND EQUIPMENT. SHOULD A LEAK OCCUR, OIL DRY WILL BE 4. ALL EROSION! CONTROL PRACTICES SHALL BE IN ACCORDANCE KEPT ON SITE FOR ANY SPILLS ON PAVEMENT AND POLLUTED WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN SOILS WILL BE REMOVED AND DISPOSED OF IN A PROPER DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION', MANNER, IF OIL IS STORED IN A BARREL ON SITE, THEN A 2 FOOT BERM WILL BE CONSTRUCTED AROUND THE BARREL. NO _ o OTHER POLLUTANTS ARE FORESEEN AS BEING ON SITE, \ B2 INSTALLATION SCHEDULE. E CO STRUCTION ENTRANCE SHALL:. PERIMETER SILT FENCE AND THE N :: - - - : ~'� • /, a>".,M�- t 1�' S si<.` S' - w,. r t .r ( !!,�> -.tf.- .mot i r _•_: ' > >�S i : ' +� TT'.< r 7.£ :' r +:1 . j s '�' <9 w`3 i +�. �4�:� "��.. <r. 2 ,� //"" :*::' Y, JSy.+�s., - .T )" r.>.:i y�,� _ ,• r� (�a�yy v...,..,i l - <:: ':R ', •t7,t.(i�/ :Yn .iN. ;:.., •< � t'S '^r. >':'•' •�S -.?'IP a,y _� -. ."S ,• �` -•.. P IN R AL LAN DISTURBANCE BE STALLED PRIOR O INITIAL DDS BANCE ACT TU ACTIVITIES OR ,� =:: is:r :•.i :> • L���••���� ti=p :t..r� -. :�.:. ;c': =`•4s> -i.i- '-:T. -..>�: it `•�' a' J>'r v . s),..• •,,L . �{ ,fs t,. .:-� a•''Ya'+<.... �. %f`• ♦ 'y�% :: T'• : , .'>"�i 4 .,V ,. ��i. .. ",.A V '- .,tAa _ ` ;7w!aL .<.'iG r ' _ :y y __ -: , .>a:� , s .??~ , �.. �t � ;t fyf.t. �t +. ,:` %� �r� ,.:>__, ;.z : - ,,.�ple,� ;� _ ,.. ., '' > �7fY�i, ASS N PRACTICAL T SOON AS C CAL. CON RACT R SHALL MAINTAIN A 3 0 : t.:, ,,- ;,:•::, ' >- -- _ :: -s•'•s: '. i' : i} j, i ,c ' tYSi"t.; r < r t -i _ !t -y,. of '%'.�, . • Y N . - .: ,Y <tif`� . ...2`I, 3S\ -I,tSP :a�' a.... T '1 :.'' • - -; - '. /'Z ::..•.M <�,:,•'; r , t t "z , t...t .s R r. r., {y. , f F �.s: i �:' i�)!r.'" :•., ',: {. _S > > -. _tf. ,J. i.'j�:T a. N ' ' ?,w'. .i�.': �.• .4:•� 4T. < „r p ;t'si- . k i 1 Y.< < '`£ ...r,:ik. <.� . > .t.. •:�, s. "' :a: °Lf).,� ,>e: fix'.. >� .. _ ._ _.?!': 5� ;':�' .t�:1 -� ':> ,z.1� )� a .r:�I..Y:...,. 'r_ .P�' :•.yr. t. ,w Y f.rr � � . >~- :,', Y �Y,. -, .�► < - t �: t r• 1 a i S F EXISTING VEGETATION BUFFER S 0 E�4 STI G E N A GET BU 0 BETWEEN ANY DISTURBED - -. 'c _.. ., G 3` i ( °': Y S . > ,c .S . a°r ,t• } Y ,. c.. :) y a�?� z' <<:;�.�: xe. �. > -. �� . �. a. �. '�r •ip L ' >t �' :•r JJ IL FENCE R AREA AND THE SILT E GE A OUND THE PERIMETER R F EA E E IMETE O THE SITE . {�• �> , x3� '4i Ora is :'.c•.i,< ^ ,c}, t t Y.'v'� �•w Y -t S >."s�! s t s ..wr• '1 sue" >.f, -x 2::> %t: S'r v ' )rz 3 x y� =\:R- - i. - s [ f Y' c ,><.' .,'- �.y:.,. -r:� ••. :s �, - .��..:.�._�. ). � >�.� :• >js: <r < \ <a \3 2 ) " , �� < S. 3 Y j/�] ..� 7I AND T REDUCE OFF SITE EROSION AN SEDIMENTATION. `..tr ; � :. �;> .� r rE2 ` T!... •Y[`'>�t',xT.' .+M .:" v ..� \ VC �i G ':l t< ..si ^ ,�. '�'t.k -_ :i •� °e :.' - • >L''`f �' <'1 xA•'I ;yEf .<f.,`. "i ->.,f i,• >Y, i1£•:!,%jr.<-rr~•. '' )t t. dr. .fr" �?�,- !:"�".•. . "{Sif. tr F. �� g�4 "', 1 r it i c1. , w vt .: f.ir f�..ac . > ; ` i :.:+ ,s tic. .. f< ,_ a;r,s. ,': .> ;snt <.•� ';i3:: Zi:. t : «..: 4�:.'.,- z ;.. >.ay::� :.... -: .�'•�,i'f"i'a •� .t. 'rs, y ,i.< _: ."s• -3 _:S.\'�<Zt t 5 `. ,t li- 4✓7:�f<��I�+y7�V..y���z 'S> i > /�ys���d ` �t > +�1. >t"'+•i. ,,z. '4 :tom'" �- : i {I£ :.ss t, { irL. w. 441 e<.�% \<: y..) ... C' j:'` :'�•'�f' �NtSf. : %!y� % -2!' �{x 'i; x I .•t. - i. ; at ,Yi �;.. ,,.1 ) :ic. a > ) . r -- w4r ..,3 >�. . r:s ^t�'-� � :: �, , "'Fr , ; - y S y . • '4r, '< �fc,,, �;'i' <�5., j -.,.6 <. ..y, /^'f :'• _. CONTRACTOR SHALL USE STAGED CLEARING ANT, GRADING WHERE r<:` i” -' ;' 3, i'< �'. : \> i`: �;:!s'- -' ... 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THE SOUTH UTH SID*, OF THE ROP E ERTY if -, %: J'.h :i ? f a .:Z, , >. >fJ f Y >1riaSt. i. t z'Affrl 4 <Y%J '`l>".;'Sa"': i� S i `: ?"t;:'X )..5. :'1 _ -, f : \, ?15.;� ,:pJ k,,,� _,i;'> ..•4,f ;�+4... -l. <x ,:>? ».� `!a +r 5'.'•' .� r "X ,'rs` i> : r4 -::.r r�. ��' 'Yv,•Tx?" r•fsr ✓�f.: 1:17 S.'• - �fl;.,r. n: -g•.:.,,. ,. Y> .� E. «liK; 1G� %� ti;: �d > t.:tsi°� k .% ; .�< �{`.. ';xst . „'- is: `^C;'' >.`, i• ;• ;::, -t. ,,. 1. Y <. 't:, y , ?..,,P_;+"VS< ±:!tL ';f!(g. '4.:. �+.i .:: ?> .� :� y y," ,- i. •i'r.'. .+ Y. t.�s) >t' i'- ,'1 `( "S': �: >>; ,h ' ":,<SC x . x 3 r" P C: , 17 .Y.:.7 : �� : a >> ` <Wfr %f r.Y� . } <<i,�. �,.. L. '« eif is .w�'^+3r.»`.+,fa� .. .;y ay, ekC 'S'r;. :: >y _ #. •.;�..•ra t. 'z ,; . "' i•: C pr .tz 'r",s,'? ..«: <S. �''..' St;f �vl ,�c};r fir^ «� '.�< n3. . 11 �a •,�:�Y. ;s•;'S <s• .'��'a.•..:V,s� -`�.; > <��:, -s�"3 '$? : <y>, Sf �, �.jf' ': .>.'>' 'tsti.i<j< § EXCEPT AS PREVENTED BY INCLEMENT WEATHER CONDITIONS t^t Y,. ,.sY. 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"f Z<, . 1a. _, 'Yry,&:> A�'!YZ't'h 3 < .,n'2 -- �1r,rx '9'� �: ,, - . Vi;<,F < .,�.J!E7'.r?;. f -- ,.�x�" •I;; >3 ,+F IG -' Y / r v s STABILIZING MEASUR MEASURES, ES SUCH AS TEMPORARY SEEDING OR a..:_ ,:. -.. ,- : -;. >•':..'.te:.:t`... ?:::, -; -f, '.'��15:: F-- �y� > < . t?- ,.iitLrys <'"± 'ice... r•, ; E •�> • •T:..v"• : <t> . a ,, var .. .z `. i' >r.., �f _ , - I '4 '- - .s K �iy' i,; ,. '. s). ��1..++�, >� , f t 3 ri f y o- > i. Y K G' xtt X . _x s ,�,���t , : r .,f. 'M°�(i` ,�y\ r }r, l: s7' es %sr ,x z r Y >Y .4 "r, " i ss fY> >. { ?< < •,n v �r,".�: -��r.j +� }'�. PERMANENT VEGETATION,, NT A ER E VEGET IO SODDING MULCHING, I LC 1 • GED ENT BASINS, N >f i r <",�, ti ^cY t� .:). '.:: •,. , .. .. ,. i. ....: :'t.Y. ' �.r., t d .. 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Y ^atv >. .«�'C' -7'. >` e,�.r,.. �.r - Y�' c; -> :i.� -t'" 7` �.3 y�,•�';; �>,< .� . - .sµ,X, - t...•,.rw.f :• i_.. f,t <Y.. r, •nu,'YS,i�`- '_yt.- :,�`.-- �t.�l'.s .A s .. 3;T..,�:: ,.cl��'S. v:l wi .vrJft r>'. '3c' " "�`lifs s`L... �•.. '4t �<Y t . �. _ ... i:. _ :..i:. <. > .. t:> �:: '. �,+ ... . _ LS `iS -1.,>� � hU � .s.,. .._,c -., ' � ,f �Sr<.2 �k <. ,?Y'.•. , ef..�. �. � ,, � :. M, <� '"+`„- ::;� �> -. _ ,(� � ','.� - <S., > ;xf> :> �s4,. � v. .� , . i, ..- , .i ;-,- ."T�. ) . , - ,ar -a w >.� _ 2p,: .' x: i - i. ;S v :h i.m, Z " "> i. - !S�,i', "4- yms`s.^ e �, !f T7,' iY>.:'�2 > §' rc 14. zr # Y: 3 ' PRACTICES SHALL BE INSTALLED �i �w ON ALL DISTURBED AREAS LEFT :.)` i ':�-:.:,i:.>, .!�',, (<.,,.:.::>... ,,• . ):t .3:tc -. : ' :,y �.R; ��R f -: , ., "� , ,, - � r. -fNr <J ) �s {� L Vii' fps y _ :f G. Y•: �f1>rsr.. 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T.C. 834.41 INV. 829.10 c ..-� ,.�. ..... -... f EX INV. SE 25.59 f' -• - v i - INV. 831.90 ,• E NO MERIC •, C POD ■ ti_ PL 47 LF OF 15" � T.C. 828.07 _ \ s INV N 826.06 G. ONE, "_ „' r•- _.._ s INV. SE 825.96 I •. : z � :. �:'. ,� 62,000 S.F. -' ---�'- -- 17 T.C. 830.58 � � F.F.E. 832-36 R P +78% ` INV, N 827.33 -•.- -- - �....._.. -.... -.. � INV. SW 827 T.C. 83 .23 3.88 `, INV. NE 8.� 1.20 f t6 LF OF 24.__. ,...,.I INV. S 13,314.10 { % RCP 0 1 001 1 1 ROOF DRAIN \ ..^' ......' SEE PLUMBING \.._. _.,._. ...._.. _..._. ..-.. _...._ _. � � � � � �� , . I � � �• PLAN (TYP.) T.C, 831.4Q : f ; 20 0,. f f INV. NW` 828.12 � 1 .� .. �- I � .. � CONDUITS _ T. C . 8,54 . 6 5 • EX � % .�� / T.C. 83 i .90 � � � � � -, � INV, SW 826.132 - . INV. 830.6 1 i j /.00�� ;; 21 i� f 61 LF OF 24" INV, 827.59 . RCP 0 0,427 3 T.C. 831,40 +-- -- -�_.. .', I t 23 � INV 825.810 ~ ~ - ' V. NE 825,77 53 LF OF � � INV S� r /40* •'� �'~ �_., wr._.. _wr. .__.� _...._....,.._._. ..._ .�.........._ ..._... _...._. ._._... 24 u 825,87 .�.... ...,.. ....,.. _ ._.. � ..�... �. ,.... RCP 0 0.887* � � � '� END SECTION - - .........w. _........._. _...._ _.,_. _............_ � _.........^ .�.. � _................._.._...,.._._ r... i�� .. � � f ,�f3 Imo, $24.fi0 " I f L:J 97 LF OF 24 �,� w L._.....1 i RCP 0.3 BLS. Two 1 ,.. 129,000 S.F. r t 28%45l' PIPE j F.F.E. 832.35 , DETENTION POND z j NORMAL POOL O � ' ROOF DRAIN --' 24 T.C. 830.55 , f ELEV, 824.52 - f SEE PLUMBING < INV. NE 825.36 �j , 100 YR. FLOOD T.C. 834.99 I^ cn j INV. S 825.26 l PLAN (TYP,) ELM 829.3 Ex � � INV. 330.24 L .._.J . 1 I t TRACT 2 ,� -- T.C. 831-16 { � Z EX INS/. W 819.16 O ,� • ... 87 LF OF 30 'INV. NE 819.06 RCP 0 0.16% $ I END SECTION � t T.C. 830.55 ' ,r..,. .r.. ... _ ....�► INV. 824.61 0 ' 25 INV. 825.13 '� i:� Q "mom loom % 3 ` ....._ , , , ADJUST T.C. 829.50 ►, _ T.C. 830, 30 EX --�-.� •� 2s i 1 I INV. �' INV. 825 *02 . j k } T.C. 832.82 � 7 I I, x EX 1 " .. 118 LF OF 36 - r l: INV. N 821.41 L__._ Q• • `` t 0 T.C. 83 .30 - INV. E 819.71 � RCP 0.212 � END ECTION -- �-• a INV. 8 3 0.2 7Ex ----- �--- -�- , " ... �r ......_... `� ` �' •�w�. WYNDHAM H CORPORATION � I � P � #: � -o � �. _ _ 2 � RC, .� � INV. 24.52 r - - _._.. - _ ..� - � , ADJUST T.C. 828.003 ,._._ .,......, ,....... ""'�' � � .,,- .,. -"�- _ '• -. • .. �,. ., • � 827-50 J c OF 36 _ R P 0 0.25 tu) s v T.C. 8,52.27 SD ....D £6" RCP0 4-2-1 --.-_ _ �-� EX f 63 LF OF 30 I _ 1 C. 830.1 t3 27 �� SD \ - ._ .� _ • ' _ 92 N 829 �y�+ f 1 fi RCP 0 0.17 INV. 8 4.7 r .. .. ni N,/. 829.9 f 2 7 � � � =, r I_ OF' 24 • � L .rte ......... ....� ..�..... .....,� .,,..... �..... �� ..�� - ...... �. ^r _...... .....,. ���...�� ..�..... T_ moo {t 36 CP (RIPRAP) t { �. ,..�' SD f = T.C. 832.35 _ -, �- L EX ' INV. N 823,75 v �-- -- INV. E 823-65 INV. .,., pr- L _ ......... ..........r... �- ��� riM _ww �yN »..,, Q»RiA`{1ts.s saa- -a.4:i I•�•""••• �w..r rX� T.C. 833.9 5 .� _,._... ....�.. ` -•--� --�' r INV. 822.74 L_.._.J =NtJ. 829.30 ..�.. INV. 822.5 ilia OD�,- -r.r. �wrw wwww- .rr- rr.rr. •u,r_ w-ww �� �. ...r ^� _rw_ .rr� �ww ^ww� w..- rrr..r �� r...�� � �ww ...rte �w.�� .rr^. .�r� -w -ww. Murrr. �iww w..�. �•� r' ++� END SECTION 31 xy INV. 823,34 -� CD r+•••�w Hwy.. -. .,,w..r_.r. �+w�..- ��- T �y .�,r• rte,. �..••�.. �- �� YYM.•MA� � �WwY,w.. �YYA•. �.�.� 1..�. �•.Y. T /Ilw�.•• �WY w•rr___W rr_,YY. _w�- �� �..� Iw• -I^•. PHASE P SE ....,� ,.......� ..ter. -...- .... -._ ......� ....... -_ ._._- �....� -�� �� ....�.. ...._.... ..,�...,... �.,._ _....__.�� ......- ■--•�- SEE SHED C501 FOR STRUCTURE DATA TABLE, INTERSTATE 465 NORTH 4 50 100 150 Whom GRAPHIC SCALE IN FEET LEGEND ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN MATER CONNECTIONS TO EXISTING THE SANITARY SEWER SYSTEM ARE PROHIBITED, PROPOSED 2, STORM CURB INLET C3 STORM INLET 13 CONCRETE END SECTION W 0 STORM MANHOLE O 0 SANITARY MANHOLE O 4. SANITARY CLEANOUT 0 �� E X J STORM S TRUCTURE NUMBER L EX SANITARY STRUCTURE NUMBER 100 - - 5D w_ - STORM SEWER STORM UNDERDRAIN (20 FT. MIN. AT STRUCTURES) 5. SANITARY SEWER SANITARY FORCE MAIN FM _..w. -- - WTR - WATER LINE Wvl � FIRE HYDRANT , POST INDICATOR VALVE 0 MATER METER PIT 0 MATER VALUE - - a GAS G CAS METER G T GAS UTILITY MARKER - ....`". - UE - -. -- UNDERGROUND ELECTRIC UE jr -• ELECTRIC UTILITY MARKER 91 TRANSFORMER Im - -' - UT -- - UNDERGROUND TELEPHONE UT TELEPHONE PEDESTAL HANDHOLE ER PULLSOX TRAFFIC SIGNAL 8, LIGHT POLE POWER POLE 9. GUY MIRE DISABLED PARKING SIGN a- �- SIGN -- -.�. .. �..... DITCH 11. CHAIN LINK FENCE GUARDRAIL 12. TREE DON7 GENERAL NOTES PRIOR TO PALING CONSTRUCTION. 11 ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN MATER CONNECTIONS TO � THE SANITARY SEWER SYSTEM ARE PROHIBITED, �L 2, SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC, CONSTRUCTED OF � CLASS "A" 4,000 PSI CONCRETE, AND CONFORMING TO ASTIR C-478, 3. JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO •- WWI ASTM C -443. co 4. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO . RIC ASTM 0-3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -Bs OR L REINFORCED CONCRETE PIPE CLASS III, lV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. 5. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 6. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT GOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 ps' PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 7, EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DOME TO THE UTILITIES DURING PROBING OR ' CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-M -803- 382 -5544. 8, ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS, 9. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 10. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN EROSION CONTROL BLANKET, 11. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. 12. SILT F'E14C'E AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED DON7 PRIOR TO PALING CONSTRUCTION. D 0 -3 13. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. mn 14. 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 AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 0 111 f 11111 1- 800 - 382 -8844 CALL TOLL FLEE N M cl.Q� La. W ex. w .? Lo 0 `0 Lo z E 0� ,Lo � � a O d- C) U�) • i t 0 to _•` r) u.. H r_ w •. • c:) Laiw r f •s ti� �- ' xx§ ���� � lttiE3 ..t r >0 F � I w z ` { ' E >= c w z fro swim tAJ W CL La D j ' tnzc CJ co t C - � T L LAj 4. LLj r i �1 t r Y t • t" DRAIVING NO. SHEET 12 O N 7 s 3 TITLE. j A � �L R •- WWI C • co RIC W L cl.Q� La. W ex. w .? Lo 0 `0 Lo z E 0� ,Lo � � a O d- C) U�) • i t 0 to _•` r) u.. H r_ w •. • c:) Laiw r f •s ti� �- ' xx§ ���� � lttiE3 ..t r >0 F � I w z ` { ' E >= c w z fro swim tAJ W CL La D j ' tnzc CJ co t C - � T L LAj 4. LLj r i �1 t r Y t • t" DRAIVING NO. SHEET 12 O N 7 s 3 TITLE. j A 1.4 15 [ . - - - - - - - - T_ 830.86 6 x� 1 NV, N 828.43 E .... / ENV. SW&N 8277.97 � / PHASE 11 � :. �+ � EXISTING . 2 RCP -'"' / T.C. 832.01 Ex INV. SE GENE 828.81 �- � iSID / INV. � 828.7 / ......., -UP UE 1.11.1..1,. UE _ �- ���. li .. wow ITT 1.�1�..�� �T...�T >1�.�1* �l'I'IT.C: .�17�•�Ta .�•S7'ST.'YSwr '� .Y ' 1 � �' M.�, �11� 11�w1. .Sf.•YrMr 111.1111 +.+I+Ir .rT4 fe�esw FT'�'�' -� � r....w.• ...w.... �.�r.. �� `r!+lC� . «... MI•.1!�!Ir MW. ..�.•.�� ..... �.�..� �.w1� �•.. •ir.�..�. 7rli.lY.11 � M4Y. .MME wM1M�1 �M�.Mw. Mw.� -1 l.T.'IR711 1►.�!! .MI.111.11 .111...... 7.92 T. 8 u2 4 �-- ....�. 7.58 INV. W 824.92 � �- ��,, _ � ��..._... .._._. ..•........ � -�--�� i .Y2 / INV. S 824.87 � EX ` ` ~, ._...._._. ...p -- -�. -tT- -T-a •,,.�,e •.., ,e.etgl •Rr..r. MKMMII �...�� ""■,' -- V. 9. -- ....,. w --M-- .. .... P. / IT .C. 813 0.9' 12 RCP !NV. 828.31 lk ' � .........� ._......- ~"""' ._y_ r,,.._.._.. �,�.:�.,.,..,...,... �'�':`" """"' .�`-- s.wti%• � �..w�W ..-. �•- _"_+ur.Li 7W.r�.-r ...._.. �.• .. ---- -- -.� =..� -� '� j{y.�1j {`c p_ " P T.C. 831.79 w �- _,�..�- '� �' 8�► RC....r �\ INV. 829.44 - �.....� �w i� 1..... ....... ..rte .�.� �. �� ...w �r \ .r "��• s •rr �-1 �y�. ww�.,,r �r.rr. r..l.r� �� �.n.��r �..�� `� 1` ` � � s {$ 1 wlw.r• f L.1 t ' f �...•.w .I..wl... rrw ii fF �`` /) %i l �- T.C. 832.02 /I� i Il. 4- I -� �^ �,+ .r•� �". �� �< ' �� ;NV. 829.57 41 {� �� ... .._ ... rs..- �....- ..1 -.1+ r..r.� -r..� +s•<r+- Irrrr -r..r �'� ..�Ir ..�� - ...1»,.» ��` '�.."rl r • 1 ...1..... ....1...1. .I...N.,v �•-- ....r.r"�.w+r.r.....rq,,,,.,. ......1. . �� r•- �� `� �� f I '; �'; .C. 83 .3 �� �i �,,� SEX T.C. 833, i� 1; .1 ,.' 1� ^Q 1 ! 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N 818.88 UT 1 � 1� 0 50 104 150 GRAPHIC SCALE IN FEET vS T m" U C T u'" Pmo " E ru' A T_ -A- BLE TA STRUCTURE N0, STRUCTURE TYPE CASTING TYPE* 14 fi 15 i 16 s t G` 17 18 19 13L 20 21 w 22 ENO SECTION - 23 24 25 26 f- 27 = CC 28 z y Tomm s L 29 30 END SECTION - 31 END SECTION - 32 *CASTINGS TO BE NEENAH OR EQUAL NOTE,, ALL CASTINGS SHALL BE LABELED 'DUMP NO WASTE - DRAINS TO WATERWAY ". SEE SHEET C500 FOR LEGEND AND NOTES. t4OTE: DOM 7 Ai.TA %ACSkai LAND TITLE SURVEY PREPARED BY DIG BENCHMARK LAND SERVICES, INC. DATED JUNE 89 2004s 1'l40LPER'f ASSUMES NO RESPONSISIl.1TY FOR SURVEY OR �,.�� EXISTING CONDITIONS SHOWN -OM THESE PLANS. 1-- 800 -382 -5544 CALL TOLL FREE Ap F ca •i ii .■,.. W La .? 0 � E to cq 0- • t; LLI a I C CF) CL c 00 o.-1 N x r--.. -qq-nLL. O ms's =Lu Q: �.'� -J .him C, }'"• ����frit � � titt�1i Lai U N Im A i f Q p DRAVIING NO. SHEET 13 OF 17 . 1 { TITLE: UMU RA - EAST HALF A / H 1 fi { i s t G` f Q p DRAVIING NO. SHEET 13 OF 17 . 1 { TITLE: UMU RA - EAST HALF A r 13L w f- "� = CC z y Tomm s L CL 0 z }. r E , ..._. z arrrrrrs 1 Im k � i i• w � ii � �• 0 Lu 1 2E CL .J c La i ,r� � K•�.J � i i z Co C in LLI f Q p DRAVIING NO. SHEET 13 OF 17 . 1 { TITLE: UMU RA - EAST HALF A a� 00 O a cU 0 r7 X N Sri 0 (D N M%,,., a Eo 0 c � o a� o E 0 z m _0_0 0 0 -- 'v y L) >% 0 0 J 0 1 1 a 1 Q t Ili , i I, t� 112, 114 VARIES APPLIED ANTI-- SPALLING 18 COMPOUND "RADIUS TOOLED CONTROL JOINT 1 4" WIRE FABRICi 0 WELDED ti ¢ TOOLED CONTRACTION J INT PRECAST CONCRETE PARKING 1/4 WIDE, MIN. 1 1/2 DEPTH ROUND EDGE BARRIER WITH 2 —#3 REBARS p CURB BUILDING EDGE OF WIDE, MIN. 1" DEPTH � ... .• , 1 8 �• rr PAVEMENT USE 4000 PSI CONCRETE PAVEMENT OR STRIPES APPLIED ANTI- SPALUNG BROOM FINISH - - - A 5 REBAR COMPOUND - .. • : :' e. _ 1' -6" LONG TOPSOIL At ...:, :. '• : o WITH 3/4" CRASS • • . ::: . ♦ ♦ ♦ . ♦ ♦ HOLE CAST o" �,- - f FT • •- ,`- .,. -r=.;. ,� �FF, a • SLOPE 1/2 4. . -• d ' °.• •• � .. - ° 4- ° •a 4 •' • .. a- • -:7• - ° •. d. 'a a - .a • °'• - d' .t: G'• Q = Fat" —ti .� ; tiC .. • -'e: `�• • Q' \ b - _ N N' `" --� �- �r`I —���'• 6x6 - 10/10 • °' • 4 °. , � +�Q —_ — — — i — j _ 13ACKFILL T 4' , • ... ; ''� GRANULAR :� j';�r"�� EftEi tom' a !� ' WELDED o * s a\ d G a� .J 4 GRANULAR BAGKFILL :�� { E — . �4 i �: ,= `�I" ;� .. WIRE FABRIC •.. e • a' < G ° = CL " I —' —I — —t a € BACKF LL B . _ T " Jp _ sr ©EWALK �- a 4 .4' BQ . °a: � v, 1 BEVELED EDGE I— I E ( 1 I I—f f 1 I —! 11_ - II I- I 1 Ih�, fi .� ° , Q ` ° • <' CONTINUOUS I -I` �' COMPACTED SUBGRADE " ' `' :• :' s'a a� . 5, COMPACTED AND WELL a ° �D• DRAINED SUBGRADE COMPACTED �SUBGRADE a EWALK � 4" REBAR CONT. AT-,,.,. NOTES: A W TOP & BOTTOM RAMP' » NOTES: �, S -.� •° ° c 4 12.1 (MAX) d 4 ° g #� 1,) CONTROL JOINTS 5"-0* O.C. MAX. i.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20 MAX, TO lr} 1.) CONTRACTION JOINTS TO BE ar ^T ` �_ a •• ' A MINIMUM OF 1 1/2" DEEP 4 (SEE PLANS FOR ANY VARIATIONS) A DEPTH OF 1 1/2 7 — •' +arx- , t _ _ 5 } }l.. '' i.,} 7 5 y r.L t k- M• ,n t ;, x;. 2. FULL DEPTH SEPARATORS ARE NOT PERMITTED . ..,:.... y P {} EXCEPT "T- 2.j EXPANSION JOINTS 20 -0 O.C. MAX, } E CE T AT 2 SEE CONCRETE WALK SECTION FOR T= LOCATION OF JOINTS, 310 ENT; ".. ') r- t I'A (SEE PLANS FOR ANY VARIATIONS) EXPANSION JOINTS. z z J } e f t � f .. Ott . Yis ., ,.,• 3.) FULL DEPTH SEPARATORS N =, Y ._, sl .� . ARE NOT 6 t, PERMITTED EXCEPT AT pcP, JOINTS. _ >. K�' �� Z "` 3.) EXPANSION JOINTS TO BE PLACED � 100' MINIMUM. PRECAST CONCRETE �I�EEL STOP M PLAN VIEW CONCRETE WALK DETAIL COMBINED CLIPS GUTTER • - _ SECTION A�•-A NO SCALE NO SCALE -SEE 11) WALK 0 PAVEMENT GRADE NO SCALE ,� • a iii. : .a $" STRAIGHT CURB a W Z z NOQINTS SHALL BE CUT �- w MIN. 18" ° •° a s a •. G. a 2 0 –_l 0 WITH A JOINTER HAVING A 1e a¢ ` d °a : •r e °'• 2'R �, N �- °' RADIUS OF 1 4" AND FILLED O �`- '� L L e �.' w 0 WITH JOINT FILLER. - b. P a• a z a a SLOPE 1/4* PER FT. w 5' -0" BETWEEN z TOPSOIL. N u CONTROL JOINTS ` .. : ', SLOPE 1/2' / FT' w �. SECTION B —B �_ -- w fi" HAND LAID RIPRAP � > .- M .... .: a ••• , TO 9" DEPTH DOWN N f • �� ac A A TO OF DITCH NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF 20 BETWEEN EXPANSION JOINTS MAX La J4 im NOMINAL INCHES AND ACENTER —TO- -CENTER SPACING OF NOMINAL 2,35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER BACKFILL •.: . . 0 NAL 0.2 2 W s r ' <• to- • • . W Z_ LIGHT —ON —DARK, OR * DARK—ON—LIGHT. ° - :33 : [ • • , t • • • • a • : • ,' r •a . • i . .•' . • I € • 1 I �! I t_.€ €i""? 1,••'.•t l `•__ -_! ♦ � C.r THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES �_ _u rUl 1tY SURFACES IN RESILIENCY OR SOUND —ON —CANE CONTACT. ` z . • O Q K SHALL DIFFER FROM ADJOINING WALKING SU ACE -COMPACTED SUBGRADE � o � � � � �- K eft CONCKt:T=pm WALK SECTION i- W �. cn DISAR'LEDRAMP �T� MULTIPLE CU K T� 0�T NO SCALE NOTES: 1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX_ To v A DEPTH OF 1 1 /2 • •> a DISABLEDSTA%LLS ALOh1m1G A WALE DETAIL NO SCALE 2,) FULL DEPTH SEPARATORS ARE NOT PERMffTED EXCEPT AT EXPANSION JOINTS. .0 � NO SCALE 3.) EXPANSION JOINTS TO BE PLACED 0 100' MINIMUM, (3 p � to » VARIES COMBINED Z E ""� O 1/2 (SEE PLANS) BUILDING CU.0,%1_3 G U TT E "' .. 0 ,v_i � ° N PLACE EXPANSION JOINT AT SACK TOOL SEALANT SURFACE SLOPE 1/4" PER 1-0 6x6 - 10/10 WELDED FACE a �- I� A RAT SI ©EWALK LINE 1/4" MIN. BELOW PAVEMENT WIRE FABRIC ��P> 0 0) OF CURB LINE 0 TOOLED EDGE BROOM FINISH EXPANSION JOINT BUILDING ` aW„ 'S J J.. SILIGVNE • •. ,, . NO SCALE CO . . RIBBED FINISH J iv SEALANT FINISH GRADE � co '' FLOOR SLAB 0 to 4 -0 MIN. - PREFORMED JOINT SEAL — 13/15" UNCOMPRESSED WIDTH' = — VARIES H " : III ; I' � L� I I i 4" GRANULAR BACKFIIl TOOLED CONTRACTION JOINT APPLIED ANTI- SPALUNG - - SIDEWALK B B M MATERIAL BACK -UP .I - ,. € II COMPOUND 1/4 WIDE, MIN. 1 1/2 DEPTH - SIDEWALK 1/8 _ °` Ir. - s 1 8" FT. 1 "RADIUS TOOLED � J ROUND EDGE ^11 = _ WHITE INITIAL SAW CUT ..j I � I TURN DOWN SLAB .- , . • "`�' . . . H 12:1 (MAX) 1' -4" BELOW GRADE - - -•�� : • :, "4 ..--- H ON OUTER SIDES a a �s'' • �- PAVEMENT `t��s1[ +luilusi�Ul`i 1 BLUE r a• ~' a ���`,� ���f'r'�f! MAXIMUM RAMP SLOPE 12:1CONCRETE OOP"T AL - r '{•/J�' 1/8" ALUMINUM PANEL 6x6 10/10 "jtr� A GRANULAR t I'� 1 ' i €1 1 ! . rT ; .. • • ..• . :4214 o ,� U. Q•; SCREEN PRINT SYMBOL SELECTED CONTRACTION NO SCALE BACKFILL I `- ,-; NEIR�E EOF,ABRIC �� o 4= c PLAN VIEW COLORS SELL FILLED r . BY LAND ARCH. NO SCALE co COMPACTED SUBGRADE 6 �y,� �:''d• "' PAVEMENT RAMP - " 4 REBAR CONT. AT �' ' +• ' � LS' "•• „.”' VE 5x6 CONC. $ 8 �ELDED .,.. �., •� � ,, ,, A " • °' : ' CD iii � ••,'•• •,.• � 1/4* PER '1' -0" SLOPE / 6 CONC. SLAB WITH TOP &BOTTOM '.. =. ° �''��fl� "�P ���.��``~ SYMBOL % WIRE FABRIC 3 BARS, 12 Q,C. ,�. x''�►. =�a :;�e•.e4ls►•�' DISABLED S ON BOTH SLABS F , . • ; a 4TH WAYS 1.) CONTRACTION JOINTS TO BE I ` G :r La G A MINIMUM OF 1 1/2" DEEP I ''� NOTE- S a •_ • a E t•d ONE SIGN MUST " e, HAVE "VAN ACCESSIBLE �- _�, .' ; -. - • : 2,} SEE CONCRETE WALK SECTION FOR ;, 1=i: �:. ; r : a LOCATION OF JOINTS .. ,.. , : a ) FULL DEPTH SEPARATORS ARE NOT 3. - ' • . 4" 2" SQ. ALUMINUM POST • ., a • COMPACTED GRANULAR PERMITTED EXCEPT AT EXP. JOINTS. 6 Q- " FINISH AS PER SPECIFICATIONS g" g" SLOPE CONC. 1 " ABOVE & = AGGREGATE 3» °a 00 FINISH GRADE FINISH W/ STEEL TROWEL SECTION A -A r TYPICAL TRASH PAC SECTION INTEGRAL WALK AND CLIP N VARIES WIDTH OF RAMP (4' MIN. VARIES =! � ` No - NO SCALE NO SCALE F 0 F � I,! 40' �"" c� EARTH T 4' " ll 3 Cam' 3 TOP OF CURB CONCRETE FOOTING ' i C B ELEV. .; _ •�`b SEE GRADING PLAN LV • •' _ >, �TI✓I � �,,:� _ 1 f 8 "--1 1/4- DEEP SAWED � FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER fi" CONC, CURB SECTION B-B d/4 r (L z • • �.. a, . PAVEMENT Q • _ a OR GRADE A < DISABLED PARKING SIGN : y . . NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. �! . • 0 C- RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0,9 INCHES, A NO SCALE SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. : ' ; SED C .. A CENTER-TO-CENTER SPACING OF MALT? R NO. 105090 IN FEDERAL STANDARDS 5950) DOUBLE ; : •a, :: ' , ' . •., .. .. �•, % _ a r + ' �' ' . . HEIGHT OF NOMINAL 0.2 INCHES AND (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY O r � � � E 0 E NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA, PAVEMENT > o SURFACES, EITHER LIGHT -ON -DARK. OR DARK -ON- LIGHT. CONCRETE SLAB THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF ca -- THE WALKING SURFACE, DETECTABLE WARNINGS USED ON INTERIOR SURFACES SYMBOL m WA ING SURFACES IN RESILIENCY OR DISABLED PAVEMENT 1 COT ACT O� �O��T � � SHALL DIFFER FROM ADJOINING LK CONCRwEwTE � A CU`_ E N D TAPED '� � � � o SOUND -ON -CANE CONTACT. NO SCALE O SCALE +, NO SCALE �, Lei _o EL DISABLED RAMP DETAIL GRADE t;':: PER PLANS NO SCALE cn D TOOL BOTH SIDES OF APPLIED JOINT SEALER a D -a EXPANSION JOINT 1/2- PREFORMED 1" H.A.C, SURFACE EXPANSION MATERIAL " 00 . 2 H.A.C. BINDER ad o �- •. o , ' •a. r . ; ♦ , ; . • ,• . 'a ' • a • W I I , ( i— f __. {{...t I ; , I I`.I 2 COMPACTED AGGREGATE #53 L 100 , . 4" COMPACTED AGGREGATE #2 U 1/2 PREFORMED JOINT FILLER REQUIRED ; • ° ,' > FOR CONC, DRIVES ONLY COMPACTED SUBGRADE 0 20' MAX. - 12" MIN. 10' TOP OF CURB EXPANSION JOINT TO CONCRETE SLAB U 12 MIN. BOTTOM OF PAVEMENT SLOPE OF DRIVE v TOWARD STREET TOUMAINTAIN z C �`► 4..a „�. .. ,, ,. s .' !• :, •,• "• ', .. e• 's:!': RE�LAR ��� Q 0 GUTTER LINE p• ..'' •. ,... . • . - EXPANSION JOINT DETAIL . r ��.•• •a. :• • :. •• •• i 'O' a'r, '1 �' �PCAL P AE�E�T 1/2" PREFORMED JOINT F1 1/2" PREFORMED JOINT FILLER •' � , •• 9 s •, . 4 • S ECTlO�f 0 THROUGH CURBS AT RADIUS POINTS �'�.' THROUGH CURBS AT RADIUS POINTS PAVEMENT BOTTOM OF CURB NO SCALE o CURB CONC • OR BIT"" NO SCALE o TRANSVERSE CONTRACTION JOINTS (TYP•) a TACK COAT (EACH LAYER) 0 WITH TRANSVERSE EXPANSION JOINTS (TYP.) TRANSVERSE EXPANSION JOINTS (TYP•) GRADE AS PER PRIVATE DRIVE v 0 ,° D.O.T. SmOmAN DARES) NOTE; WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND 1" H.A.C. SURFACE (INTEGRAL, COMBINED, MONOLITHIC, OR STRAIGHT CURBS) CONTRACTION JOINTS SHOULD BE PLACED AT THE- SAME LOCATIONS AS IN THE ~ L 1 1 /4» SURFACE (# 1 i or # i 2) 4" H.A.C. BINDER NO SCALE PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT - }. B 2 1/2" BASE COURSE 9 j I I —I — I— I I =I I =III —III- 3" COMPACTED AGGREGATE #53 � BY 1/2* ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO —{{ j CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS 4" BASE COURSE (50) LA o NOTES: CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL - 1= -1 F �1- --1 €� F- _� -�€ �-=� ! ,:..._.I � 3_ —t fi" COMPACTED AGGREGATE #2 � LO 1. CROSS- HATCHED AREAS SHALL BE EITHER fi" PLAIN CONCRETE OR 1" BITUMINOUS SURFACE ON 2» RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS 11 ( i ! II Fxlip € L� I III I I - » ( ) • �- €€ i _ 4 BASE COURSE 50 DRAWING NO SHEET 14 OF17 BITUMINOUS BASE ON 4" 'TYPE "P" COMPACTED AGGREGATE BASE OR 1" BITUMINOUS SURFACE ON 4" SHOULD BE INSTALLED AT 10 FOOT SPACING.* I I €>IIE= 1,1•X- .�IEii� COMPACTED SUBGRADE �' t t COMPACTED AND WELL BITUMINOUS COATED AGGREGATE BASE WITH 5D STONE EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE ROADWAY. TIL DRAINED SUBSOIL 0 CUrm"BJOINT HEAVY DUTY ci 2, SUBGRADE UNDER ALL CURBS, SIDEWALKS AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH NO SCALE i SECTION 247.02 OF THE STANDARD SPECIFICATIONS. '° FULL C E PT H ASP HALT C ETAI L. TYP' I CAL PAV E M E' T SECTION TITLE: V) NO SCALE N0 SCALE DET S A .A 112 ITS J7 Ila 14" B " RECESS 4x4 (1 1/2 ") g _0 SECURE WITH 5 " GALV. ... :.::... '. LAG BOLT COUNTERSUNK . ,� ,.; ' , . • 6` -4 2 " 2 3x6 PLANK DECKING - 5". 2' -0" 5" SECURE WITH 5x1/4" GALV. -. 14"x 14 "x 1/4 STEEL PLATE 12" -- 1/2 x2 GALVANIZED A /� LAG BOLT COUNTERSUNK WITH STEEL BOLTS 5" '''° ° PIP LET i 8" DIA, PAST N. M E `n 2- 5/8" X 20" GALV. PLATED BOLTS (TYP.) C N CONC. ENCASEMENT ' fi" MIN. COVER REQ'0, • ,. °'. 4 -- 5/8" GALVANIZED STEEL EYE BOLTS " i' -6 i 6" DIA, PALES NOTE: • NONJwCORROSIVE����� (7/8 DIAMETER OPENING) 4 NOTCH IN POLE ALL LUMBER USED IN CONSTRUCTION SEE PLANS NON - CORROSIVE NO SCALE R " ' OF BRIDGE SHALL BE PRESSURE TREATED. j FOR INVERTS ORIFICE PLATE B [BOLT ON BOTH SIDES OF EYE SECTION B - B 8" SAN PIPE (SEE DETAIL THIS SHEET) B BOLT WITH NUT & WASHER 8 �+.....- + . n .. e ■ . ; ■ a SEE UTILITY PLAN • : I �.� •:� FOR PIPE INVERT -0 5 _0 5 " • 8 ,, • d A .l A NORMAL :� 5" CONCRETE PRECAST 2'_3" 27' --fi" 2' -3" M t POOL i OR POURED " ;� •; •. ;•°� 4 -- A � P � w � ; • I N PLACE 4 g /2 GRADE AT BRIDGE DECK 802.50 " o '• - (;. o , VARIES (CLASS 'A' CONCRETE) 8" DIA. POLES B 5 -6 -}; a.. ' ' 2 - 5/$" GALVANIZED PIPE CONNECTION N ' '•::! I • _` ° < : _ :; ., STEEL BARS WITH i " is BURY POLE 36" MIN. THREADED ENDS 3 2 COMPACT SOIL ADDED TO •• MAINTENANCE PERSONNEL / HOLES TO 95 PROCTOR DENSITY EXISTING #4 REBAR 1�= °: ...;• - ';"` OUTLET PIPE " TO CLEAN OUT DRAINS " ' " I' • ' EACH TIME CI' RAINS. NO SCALE ^..war. .: .. • d - • W ■ . . ° .', • y•� . . • d , �[ f . %.• •+. • •� i 1• $ 2 - 1 " GALV. NON - CORROSIVE B � Q L HINGED TRASH BOLTS L GUARD 5 CONCRETE PRECAST - - E k 3 - OR POURED-IN-PLACE SECTION A A SECTION B #2 STONE BEDDING I NORMAL POOL 797.6 NON - CORROSIVE _ (CLASS A CONCRETE) I xw j . HINGED TRASH CONC. PRECAST OR _ NOTE: REPEAT POLES =� f POURED IN PLACE AS OPPOSITE SIDE 12" DIA. POLES BURIED 60" MIN. O •• f SPECIAL INIVILET TYPE "K" WITH 24" MIN. IN UNDISTURBED in ., SOIL NO SCALE NOTED ABOVE.} T SOIL AS m La Li z .. •• z w U ILIA POLE B"RJ D G i a- V V) NO SCALE 9" v > DIA, Q C Lo •� 00 U-) 12" C TO C BUILDING WALL AND /OR Z E o .- MAX, SPACING, OVERHANG '- v N p Lu•• v •.� 4 SEE NOTE 3R W 0') x-r O O) t� J q PLAN VIEW 3 SECTION Y--Y B TRMSFORMER PAD 4 #2 STONE BEDDING L M WYE INVERT ELEV. AS •.. N ' SHOWN IN PLANS #4 REBAR AT 6 "O.C. SECTION B -B + GROOVED END ON OUTLET END *3•l — 04 FRONT SIDE , 6 " COMPACTED SUBGRADE TONGUE END ON INLET END 4; F,� A7� SLOP CONCRETE ENO CLEAN OUT SECTION A-A D S'Lpp� F SECTION HIGH VOLTAGE 12" -' APPROX. LOCATION 7' CONCRETE FILLED 6" STEEL POST _ NO SCALE �� �� CULVERT ` FRONT O 4` -0" ABOVE GRADE, SET IN CONCRETE. SPECIAL INLET TYPE 0 Z OF H.V. BARRIER SEE NOTE NO. 2. H ¢ H No SC�'�LE COMPUTED LENGTH OF CULVERT LOW VOLTAGE NOTES: � • C �3� ' o 9 A ¢ PAY LENGTH OF CULVERT- '---- M'-�- 1,) 10 FOOT CLEARANCE MUST BE MAINTAINED ON `��•�,� • .................�a /���,''. PAD BY I, P. L. FRONT SIDE OF PAD. tv� SEE STRUCTURE DATA TABLE END SECTION . NOTE. p LENGTH (D) 2. ) CUSTOMER SHALL FURNISH AND INSTALL POSTS = � O r' w ADJUSTER RING RE?'D FOR TYPE OF CASTING TO PROTECT TRANSFORMER WHEN EXPOSED TO = -�- c D � -: Q� . COVER CAP 0 -RING GASKET BETWEEN ALL SLOPE DETAIL PLAIN VIEW VEHICULAR TRAFFIC. „f s 6 Z cn ;Z` RISERS AND CONE SECTIONS SHALL ,� V- •; C7' PLUS 3.) IF ADJACENT TO WINDOW DAR COMBUSTIBLE WALL �- �� =.d 4" o 0 CONFORM TO A.S.T.M. C443, t 6' THICK CONCRETE OR OVERHANG, THE MINIMUM DISTANCE SHALL BE °D '' -'y/ `... ° DIA. t 1/2- DIA. EXTRUDABLE GASKETS 12 C. TO C. " 1 9 /2 MAX. o '; � . ,, •��,, .••' � `�` GROOVE (OR TONGUE) TO TRANSFORMER PAD 10 FEET. •, ✓✓ x (KENT SEAL OR EQUAL) REQ'D, 3/4-x 12" HOOKt Q BE THE SAME AS ON MAX. SPACING 3 MIN. . - 4• • • G 24" BUTYL RUBBER BASE EXTERIOR STANDARD REINFORCED BOLTS GALV, _ GRADE )TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT. �- f�f'f'ri PR `�`'�� ,-- rrtrtlrf�Fj►ttt�i F • 5, ALL BACKFiLL UNDER PAD TO BE THOROUGHLY � G CONCRETE PIPE ASTM COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 , DIA. +� E �, �`� METALLIC CONDUITS SHALL ti0T BE INSTALLED IN i BACK" PLASTER MATERIAL 1 /4 t 1 j15 MIN. THICKNESS FROM 2" DESIGNATION C 78 HOOK 4 • w • . :. -' BELOW TOP OF CONE TO CASTING. fi,) ' s "MIN. 4' -0' DIAMETER m LONGITCIDINAL SECTION •�:. o CROSS SECTION PAD MOUNTED TRANSFORMERS a o 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING R ~ iv ELECTRODE CONDUCTORS SHALL BE CONNECTED AT v > o REDUCER CAP :a r AD MOUNTED TRANSFORMER LOCATIONS. j N o 8.) MAXIMUM - 9 CONDUITS, ONE CIRCUIT PER CONDUIT. 4 i• E •+ 2T 9.) THE TRANSFORMER SHALL BE READILY ACCESSIBLE TO ELECTRIC UTILITY COMPANY.] PRECAST MANHOLE PER LL, SECTION A —A 0 F ASTM C -76 , = a N a. MIN. 3' UIRMt I tK � nrtty. TW8 N Z 5 ¢ ��, • CLASS "A» > v CONCRETE ° 1/2G + 2" + a- a- PIPE WALL THICKNESS 16#1 O ° E :•_ r •• - d MANHOLE .TYPE "G" "F" MAX. PIPE SIZE RT. TO MAINLINE H 24' -36 GUARD 30" ; 24 " -36" 60" 33" K 36 " -48" 72" 36" L 48'J' 96" 48" M 54 " -72" 102" fib" N 72' -84" 108" 72" 30 A. a 11 'NJ ���1•,�bf� 1w•����r� STANDARD HEX. HEAD BRASS PLUG, TOP OF 990 9 27 46 73 36 15 1/2 12 w 21 CASTING ELEV, AS SHOWN IN PLANS. 5' - 0" MAX- FINISH FLOOR 35 38 73 a , 13 4 24 3 1520 9 1/2 43 1/2 30 73 1 Z2 48 16 11/16 NOTE: 5* CONC. 4 1/2 K 3 1/4 1930 -44 .,Q d { 48 5 1/2 73 1/2 -° ,. OR 4 1/2 30 GROUND LINE 2190 12 54 19 3/4 73 3/4 60 13 5/16 POURED- 5 33 3 3/4 _ 13 1/2 58 1/2 39 1/4 .3p-Opp 3'_O" :: r ?." 3/4 IN -PLACE 5 1/2 36 4 4100 15 53 34 3/4 97 3/4 72 << 1/16 20 5 1/2 42 4 1/2 5380 21 53 35 98 78 27 1/4 22 5 1/2 48 12" lve co�.I.XR4" 6550 24 NON- CORROSIVE 26 �• °:: 23 ; f 8 1 22 5 3/4 54 5 1/2 • ORIFICE PLATE 65 35 100 ° 32 7/8 24 6 1/4 60 6 8750 (SEE DETAIL THIS SHE 2'_0" ' N 1 24 6 3/4 66 45` ELBOW 10630 24 ?8 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 908 38 5/8 24 Jr. 78 60 PIPE SANITARY BUILDING DRAIN 14430 1 • • AA •r • � ; �� f�i [ X31 � - a •a + • TTt , ,�: INV.—, °° 114 41 15/16 24 8 1/2 84 8 16 50 1 24 178 2i 99 POURED IN PLACE AS OPPOSITE SIDE 12" DIA. POLES BURIED 60" MIN. O •• f SPECIAL INIVILET TYPE "K" WITH 24" MIN. IN UNDISTURBED in ., SOIL NO SCALE NOTED ABOVE.} T SOIL AS m La Li z .. •• z w U ILIA POLE B"RJ D G i a- V V) NO SCALE 9" v > DIA, Q C Lo •� 00 U-) 12" C TO C BUILDING WALL AND /OR Z E o .- MAX, SPACING, OVERHANG '- v N p Lu•• v •.� 4 SEE NOTE 3R W 0') x-r O O) t� J q PLAN VIEW 3 SECTION Y--Y B TRMSFORMER PAD 4 #2 STONE BEDDING L M WYE INVERT ELEV. AS •.. N ' SHOWN IN PLANS #4 REBAR AT 6 "O.C. SECTION B -B + GROOVED END ON OUTLET END *3•l — 04 FRONT SIDE , 6 " COMPACTED SUBGRADE TONGUE END ON INLET END 4; F,� A7� SLOP CONCRETE ENO CLEAN OUT SECTION A-A D S'Lpp� F SECTION HIGH VOLTAGE 12" -' APPROX. LOCATION 7' CONCRETE FILLED 6" STEEL POST _ NO SCALE �� �� CULVERT ` FRONT O 4` -0" ABOVE GRADE, SET IN CONCRETE. SPECIAL INLET TYPE 0 Z OF H.V. BARRIER SEE NOTE NO. 2. H ¢ H No SC�'�LE COMPUTED LENGTH OF CULVERT LOW VOLTAGE NOTES: � • C �3� ' o 9 A ¢ PAY LENGTH OF CULVERT- '---- M'-�- 1,) 10 FOOT CLEARANCE MUST BE MAINTAINED ON `��•�,� • .................�a /���,''. PAD BY I, P. L. FRONT SIDE OF PAD. tv� SEE STRUCTURE DATA TABLE END SECTION . NOTE. p LENGTH (D) 2. ) CUSTOMER SHALL FURNISH AND INSTALL POSTS = � O r' w ADJUSTER RING RE?'D FOR TYPE OF CASTING TO PROTECT TRANSFORMER WHEN EXPOSED TO = -�- c D � -: Q� . COVER CAP 0 -RING GASKET BETWEEN ALL SLOPE DETAIL PLAIN VIEW VEHICULAR TRAFFIC. „f s 6 Z cn ;Z` RISERS AND CONE SECTIONS SHALL ,� V- •; C7' PLUS 3.) IF ADJACENT TO WINDOW DAR COMBUSTIBLE WALL �- �� =.d 4" o 0 CONFORM TO A.S.T.M. C443, t 6' THICK CONCRETE OR OVERHANG, THE MINIMUM DISTANCE SHALL BE °D '' -'y/ `... ° DIA. t 1/2- DIA. EXTRUDABLE GASKETS 12 C. TO C. " 1 9 /2 MAX. o '; � . ,, •��,, .••' � `�` GROOVE (OR TONGUE) TO TRANSFORMER PAD 10 FEET. •, ✓✓ x (KENT SEAL OR EQUAL) REQ'D, 3/4-x 12" HOOKt Q BE THE SAME AS ON MAX. SPACING 3 MIN. . - 4• • • G 24" BUTYL RUBBER BASE EXTERIOR STANDARD REINFORCED BOLTS GALV, _ GRADE )TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT. �- f�f'f'ri PR `�`'�� ,-- rrtrtlrf�Fj►ttt�i F • 5, ALL BACKFiLL UNDER PAD TO BE THOROUGHLY � G CONCRETE PIPE ASTM COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 , DIA. +� E �, �`� METALLIC CONDUITS SHALL ti0T BE INSTALLED IN i BACK" PLASTER MATERIAL 1 /4 t 1 j15 MIN. THICKNESS FROM 2" DESIGNATION C 78 HOOK 4 • w • . :. -' BELOW TOP OF CONE TO CASTING. fi,) ' s "MIN. 4' -0' DIAMETER m LONGITCIDINAL SECTION •�:. o CROSS SECTION PAD MOUNTED TRANSFORMERS a o 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING R ~ iv ELECTRODE CONDUCTORS SHALL BE CONNECTED AT v > o REDUCER CAP :a r AD MOUNTED TRANSFORMER LOCATIONS. j N o 8.) MAXIMUM - 9 CONDUITS, ONE CIRCUIT PER CONDUIT. 4 i• E •+ 2T 9.) THE TRANSFORMER SHALL BE READILY ACCESSIBLE TO ELECTRIC UTILITY COMPANY.] PRECAST MANHOLE PER LL, SECTION A —A 0 F ASTM C -76 , = a N a. MIN. 3' UIRMt I tK � nrtty. TW8 N Z 5 ¢ ��, • CLASS "A» > v CONCRETE ° 1/2G + 2" + a- a- PIPE WALL THICKNESS 16#1 O ° E :•_ r •• - d MANHOLE .TYPE "G" "F" MAX. PIPE SIZE RT. TO MAINLINE H 24' -36 54" 30" J 24 " -36" 60" 33" K 36 " -48" 72" 36" L 48'J' 96" 48" M 54 " -72" 102" fib" N 72' -84" 108" 72" 30 12 1/2 11 'NJ ���1•,�bf� 1w•����r� POURED IN PLACE AS OPPOSITE SIDE 12" DIA. POLES BURIED 60" MIN. O •• f SPECIAL INIVILET TYPE "K" WITH 24" MIN. IN UNDISTURBED in ., SOIL NO SCALE NOTED ABOVE.} T SOIL AS m La Li z .. •• z w U ILIA POLE B"RJ D G i a- V V) NO SCALE 9" v > DIA, Q C Lo •� 00 U-) 12" C TO C BUILDING WALL AND /OR Z E o .- MAX, SPACING, OVERHANG '- v N p Lu•• v •.� 4 SEE NOTE 3R W 0') x-r O O) t� J q PLAN VIEW 3 SECTION Y--Y B TRMSFORMER PAD 4 #2 STONE BEDDING L M WYE INVERT ELEV. AS •.. N ' SHOWN IN PLANS #4 REBAR AT 6 "O.C. SECTION B -B + GROOVED END ON OUTLET END *3•l — 04 FRONT SIDE , 6 " COMPACTED SUBGRADE TONGUE END ON INLET END 4; F,� A7� SLOP CONCRETE ENO CLEAN OUT SECTION A-A D S'Lpp� F SECTION HIGH VOLTAGE 12" -' APPROX. LOCATION 7' CONCRETE FILLED 6" STEEL POST _ NO SCALE �� �� CULVERT ` FRONT O 4` -0" ABOVE GRADE, SET IN CONCRETE. SPECIAL INLET TYPE 0 Z OF H.V. BARRIER SEE NOTE NO. 2. H ¢ H No SC�'�LE COMPUTED LENGTH OF CULVERT LOW VOLTAGE NOTES: � • C �3� ' o 9 A ¢ PAY LENGTH OF CULVERT- '---- M'-�- 1,) 10 FOOT CLEARANCE MUST BE MAINTAINED ON `��•�,� • .................�a /���,''. PAD BY I, P. L. FRONT SIDE OF PAD. tv� SEE STRUCTURE DATA TABLE END SECTION . NOTE. p LENGTH (D) 2. ) CUSTOMER SHALL FURNISH AND INSTALL POSTS = � O r' w ADJUSTER RING RE?'D FOR TYPE OF CASTING TO PROTECT TRANSFORMER WHEN EXPOSED TO = -�- c D � -: Q� . COVER CAP 0 -RING GASKET BETWEEN ALL SLOPE DETAIL PLAIN VIEW VEHICULAR TRAFFIC. „f s 6 Z cn ;Z` RISERS AND CONE SECTIONS SHALL ,� V- •; C7' PLUS 3.) IF ADJACENT TO WINDOW DAR COMBUSTIBLE WALL �- �� =.d 4" o 0 CONFORM TO A.S.T.M. C443, t 6' THICK CONCRETE OR OVERHANG, THE MINIMUM DISTANCE SHALL BE °D '' -'y/ `... ° DIA. t 1/2- DIA. EXTRUDABLE GASKETS 12 C. TO C. " 1 9 /2 MAX. o '; � . ,, •��,, .••' � `�` GROOVE (OR TONGUE) TO TRANSFORMER PAD 10 FEET. •, ✓✓ x (KENT SEAL OR EQUAL) REQ'D, 3/4-x 12" HOOKt Q BE THE SAME AS ON MAX. SPACING 3 MIN. . - 4• • • G 24" BUTYL RUBBER BASE EXTERIOR STANDARD REINFORCED BOLTS GALV, _ GRADE )TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT. �- f�f'f'ri PR `�`'�� ,-- rrtrtlrf�Fj►ttt�i F • 5, ALL BACKFiLL UNDER PAD TO BE THOROUGHLY � G CONCRETE PIPE ASTM COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 , DIA. +� E �, �`� METALLIC CONDUITS SHALL ti0T BE INSTALLED IN i BACK" PLASTER MATERIAL 1 /4 t 1 j15 MIN. THICKNESS FROM 2" DESIGNATION C 78 HOOK 4 • w • . :. -' BELOW TOP OF CONE TO CASTING. fi,) ' s "MIN. 4' -0' DIAMETER m LONGITCIDINAL SECTION •�:. o CROSS SECTION PAD MOUNTED TRANSFORMERS a o 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING R ~ iv ELECTRODE CONDUCTORS SHALL BE CONNECTED AT v > o REDUCER CAP :a r AD MOUNTED TRANSFORMER LOCATIONS. j N o 8.) MAXIMUM - 9 CONDUITS, ONE CIRCUIT PER CONDUIT. 4 i• E •+ 2T 9.) THE TRANSFORMER SHALL BE READILY ACCESSIBLE TO ELECTRIC UTILITY COMPANY.] PRECAST MANHOLE PER LL, SECTION A —A 0 F ASTM C -76 , = a N a. MIN. 3' UIRMt I tK � nrtty. TW8 N Z 5 ¢ ��, • CLASS "A» > v CONCRETE ° 1/2G + 2" + a- a- PIPE WALL THICKNESS 16#1 O ° E :•_ r •• - d MANHOLE .TYPE "G" "F" MAX. PIPE SIZE RT. TO MAINLINE H 24' -36 54" 30" J 24 " -36" 60" 33" K 36 " -48" 72" 36" L 48'J' 96" 48" M 54 " -72" 102" fib" N 72' -84" 108" 72" ° NOTE: O � m " #4 BARS � 6" A� PTABLE�HOLE STEPS ORE NOT 6 O.C. BOTH WAYS ° #8 STONE BEDDING LL MANHOLE"r, v,Plw=" H,J,KLM & Na _0 D NO SCALE DIA. WALL WT. SEC. A B C D E R -1 R -2 SKIRT 12 2 530 4 24 48 7/8 72 7A .24 10 1/16 9 3 1/2 15 2 1/4 740 6 27 46 73 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 46 73 36 15 1/2 12 4 21 2 3/4 1280 9 35 38 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1/2 30 73 1 Z2 48 16 11/16 14 4 1/2 27 3 1/4 1930 10 1/2 48 5 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 •3 1/2 2190 12 54 19 3/4 73 3/4 60 13 5/16 15 1 5 33 3 3/4 3150 13 1/2 58 1/2 39 1/4 97 3/4 fib ?." 3/4 17 1/2 5 1/2 36 4 4100 15 53 34 3/4 97 3/4 72 << 1/16 20 5 1/2 42 4 1/2 5380 21 53 35 98 78 27 1/4 22 5 1/2 48 5 6550 24 72 26 98 84 23 ; f 8 1 22 5 3/4 54 5 1/2 8040 27 65 35 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 �5 3/4 1 24 6 3/4 66 6 1/2 10630 24 ?8 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 908 38 5/8 24 7 3/4 78 7 1/2 14430 1 24 78 21 99 114 41 15/16 24 8 1/2 84 8 16 50 1 24 178 2i 99 120 -�4 13 i6 24 9 STOCK NO. KVA WT, A B C D L M N KVA 1703 -506 150- 300 5800 75 80 44 15 1/2 9 15 19 1/2 150 -300 1703 -507 1703 -507 10,100 84 84 44 20 9 15 19 1/2 500 -1 000 1703 -508 1 1500 112,6001841841481 p NO SCALE 18 9 17 23 1/21 1500 _ � 1.. f *TOLERANCE 1± � - .. a. v z CONCRETE PAD r R THREE PA�E 00 It _ ALL DIMENSIONS ARE IN INCHES o *TOLERANCE 1± � - .. a. v z CONCRETE PAD r R THREE PA�E 00 It Q z NOTES: . �� a SEE PLANS FOR TINPINSFORMER 150m1500 VA' = o vU a z m ° 1. ' STRUCTU R E WALL TK IG TYPE 0 Z cl 3 p NO SCALE CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED < Z E U LIMITS OF AGGREGATE CONCRETE PIPE, A.S.T.M. DESIGNATION 0-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). CASTING TYPE co z aj w I F 2' 2' REINFORCEMENT IN THE ,C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, ffff✓ff✓ff✓ff✓ff j 24 <..: co I ° ' a: # 30 15" [ a. 0 REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER INLET PIPE o 5 ". N 24" 5" I 0 IOUTLET OUTLET PIPF o z c a AGGREGATE ' PIPE ' ..' • ... c FU D F *TOLERANCE 1± - .. a. v z 00 It NOTES: . �� a SEE PLANS FOR = o vU a z m ° 1. ' STRUCTU R E WALL TK IG TYPE •r.. p CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED SEE PLANS FOR 5 U LIMITS OF AGGREGATE CONCRETE PIPE, A.S.T.M. DESIGNATION 0-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). CASTING TYPE �v 2' 2' REINFORCEMENT IN THE ,C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, 24 <..: ° A,S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. ° NC C EXISTING REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER ; ' a ` z C a AGGREGATE EXISTING AGGREGATE OF STEEL IN THE C PORTION. a. > , CD DRIVE DRIVE THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES � w > `• ; ' � v ARE FLUSH, THE JOINT SHALL BE COMPLETELY FILLET) WITH MORTAR, w I o a KORBANO 9 COMPACTED AGGREGATE "B" BORROW FOR STRUCTURE BACKFILL IN 3 :1 OR 4 :1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION w w , .. `. _.....: .. , ...,. • . .. o FOR SURFACE, TYPE Q APPROXIMATELY 10'-0 IN LENGTH. I o , r ,• PROVIDE BLOCKING TO CENTER PIPE IN OPENING 4 VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL., AND THE INTERNAL ...., • . ° i 2" 12" DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT. STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION .° <; - :: ; -. La • -•; F C -76. CLASS "A" x 6 #8 STONE BEDDING B I - � VARIES CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. CONCRETE CONC. PRECAST OR B PIPE CLAMP 6" #8 STONE BEDDING—/ NOTE: P" cO 305 STAINLESS OURED IN PLACE STEEL DENTAL FO'"vft PLAACING PIPE ttA r `° NOTE; 5" CONC. PRECAST OR INLET"MPE DRAWING NO. SHEET 15 OF 17 QERXI N-SEAL ASSEMBLY UNDER E DRIVE PRECAST CONCRETE END SECTION POURED IN PLACE Q3 .o NO SCALE �i �� INLET TYPE E (TYPICAL) NO SCALE :� (1291 TO 18 PIPES) R -lm _ EAL_ DETAIL NO SCALE NO SCALE TITLE: i p %A NO SCALE MAU A 17 112 ! 12 ! - i i A" PAVEMENT PLACEMENT /REPAIR TO MEET THE REQUIREMENTS 1 " " OF THE APPROPRIATE GOVERNING BODY d ' EXTERIOR FACE OF WALL °A CRUSHED STONE OR FINE i W GRAVEL BACKFILL AND PIPE » •` - o - °: BEDDING NOs610 OR DGA , d s "x8» DOWN SPOUT SE 6 MINT '.d - • . .. ...: -„ • ,. � Y* E N x ¢ (TYF►,) ` : • �': CLASS "A" CONCRETE REG?'Q: - : ` cr � ..''• ! ARCHITECTURAL DETAIL A-12/5. �, ALL OSHA STANDARDS TO BE o N Q• • 4 � MET OR E %CEEDE© REGARDING U qty Q �. • a• Q 4:1 SLOPE MAX, : R ' TRENCH PROTECTION TRANSITION FROM 6"x8" 10:1 SLOPE MAX, 3;1 SLOPE MAX. "4 BARS ,': DOWN SPOUT TO 8 "z $ NORMAL POOL S LENGTH 'o `y 3: i SLOPE MAX, ELEVATION N y STORM SEWER PIPE ; • ,: » IF REQUIRED BY UTILITY A STEEL ENCASEMENT SHALL BE `' -- INSTALLED FROM EDGE OF "" CLEANOUT s+s PAVEMENT TO EDGE OF PAVEMENT ' 15 SAFETY rn 10- SAFELY WITH CRUSHED STONE EXTENDING 1' M LEDGE AT A to LEDGE AT A BEYOND THE ENDS OF THE PIPE GROUND LEVEL 15:1 SLOPE w 15:1 SLOPE a • .' .Y 3:1 SLOPE MAX, , v' 7=-7 3:1 SLOPE MAX. = f I I { , 6 "MIN. 6" MIN. • � -•`+fir FOR - - - - NOTES: (TYP.) PIPE BEDDING - - - 1. STRIPPING OF TOPSOIL PRIOR TO EXCAVATION zp. CLASS I MATER8 z STORM SEWER PIPING. OR FILLING IS REQUIRED. TO (NO.9 STONE) €1f I�€1 �? _ CONNECTION TO STORM MAIN 2. LAKE TO BE CONSTRUCTED WITH A#" THICK cv BE USED WHEN CLEARANCE ` UN ER FROM CONSTRUCTED SITE MATERIAL BETWEEN PIPES IS 12" OR LESS. -� =Z-�T� BY OTHERS. SEE CIVIL PLANS. LIE O :, e' I�iI :I � - {; � '!°� I Ili ,� €l�iE�3� OR WHERE NOTED ON DRAWING, �;i` -,a �4 BARS--Z'0 ARS � BACKFILL AND BEDDING LAKE SECTION (�.)! �� PAVED AREAS [��� SPO' C0Nl�ECTON o � NO SCALE P4 L SECTION A — A No SCALE NO SCALE PIPE CROSSING EN CA EM � ENT DETAIL w NO SCALE FRAME AND COVER 0 � •. ADJUSTER SPECIFIED r� Co a R RING REQ D. Ci = La 9,0 uj z ` ECCENTRIC CONE SECTION •- K GUTTER OR SIMILAR LARD STRUCTURE » » z MIN. 6 TOPSOIL TO K '-� IN THE PUBLIC RIGHT—OF—WAY ENSURE GRASS GROWTH NOTE; cz ° u•► HYDRANT SHALL MEET LOCAL FIRE CODES AND «it -- : a PRECAST REINFORCED CONCRETE MANHOLE LOCAL WATER UTILITY SPECIFICATIONS SECTION AND STEPS SHALL CONFORM TO a C478 LATEST REVISIONS. > "L" MIN OR ;:<i`�; �, ALL. RISERS D ` O LO -RING GASKET BETWEEN A RI R AN Gl - - C� WITHIN 5 OF EDGE OF PAVEMENT ^:, • • r, NF AFr_rrnNC ;.WAI f t`f1A1�11D�2 TA A C T �i •� J ` � l �fw. PIPE SIZE "LM "Wr d5o AJ KLWUIKtV LiT WRI tK V I IU I r d - t$UFJ -(UW UK LQU #V. GRANULAR � :• e MATERIAL COMPACTED TO 909.E STAN�3Ar,i� PROCTOR DENSITY. ALL OTHER CONDITIONS REGULAR BACKFLLL ALLOWABLE. ( GONG COLLAR /A1 t1c n^v B BORROW OR EL?11� "J•-•� : �; , {;; :'� =,�. -� •.; -:";• ;_ .�; -, �..;�, .;: ;- ' ` °� ' _ -. ` �, `' . ^, .�. T.� ,•.s.. _ ... .:� ��r_ ....' �-'-" = ::- ° �� w -� : =, "' �_,qj _ ' : ` ' `` :<' , -. ,. ,�:., ,_:,;:= -w REGULAR NOTE: WITHIN 5' OF EDGE OF PAVEMENT BACKFlLL _ A = 1.25Bc + 12" OUTSIDE 5' OF EDGE OF PAVEMENT -- A i .25Bc PRECAST MANHOLE ��f'TInAt �\ M. H. STEP .: w m _ LUS� 1 _2A, DIA. EXTRUDAB K U � C ifs � � 0443 P j LE GASKETS LTS Z v — KENT SEAL OR EQUAL) REQ'D. E [V w ///�� A) MANN i-- — ;•- OLE BARREL SECTIONS MORE THAN 12 v '0 I` BELOW GRAD E SHALL MEET REQUIREMENTS QF I A,S<T.M, G -7fi CLASS II, d _ ran J i 5" and smaller 8' 9.5' S" i 5" to 21 " 14' 16' 60 to 9" " " 21 to 30 2C 24 9" to 12" " 6" 30 to 3 24' 27' i2° to 18" 36" to 48° 27' 31' 24" to 30" � Q' rYL a�,^ URAtvULAR MA�Irz� :'_i .._....„.. Q BUTYL RUBBER BASE EXTERIOR J r GRANULAR D COMPACTED TO Q0! -� ��: _ �'�.•: 1 f2 Bc o B BACK PLASTER O d- (V i� �C STANDARD PROCTOR - _ �: `n� Bc = -, . " MATERIAL 1/4 t 'I 1 fi MIN THICKNESS FROM r APRON AT AROUND BASE �. 4 5 4 -0 I / . }; -;�•;• - a w <0 2" BELOW TOP OF CONE TO CASTING. I` — d- to s A ZERO GRADE A A A &BARREL fi GATE VALVE DENSITY MIN m ;� :,�•; �: rMAIN - N :t 1 ' . I •. ��� 'I ; • «f ,s�•r '•r �i'f r • «f • .r te�,"•�*�'•, ��i "11P 0114F t. . �f> f- j •ti��i � *� . I � i•�+.e�► �*. f, •r '►f iii< rfb j ri'I*r�.f �j _�•�* ± � i��.�.i i 7S .r !«« .:r if rs;s ; f 11�� ; iif .•r I�«�f f� - i{ ` � l �fw. `r s �! 1 'a •� �� = '1�. ! .t+�* ��iiir�ls -r ! ir�« -f i i.#• ��' ii.yr �' �f ', S,r �«.S't �r�r ` ir.�•. �« «s� _f j•' �•: �] . f I i� * �• i+ f+r s. w � tf i �,+•rfr f I• • .t;.�1is t f it �« � e_. 'ce li a fsi•l•� !-« •L� �.w� �•« � f t MATERIAL B r « LEGEND PER ! # SLOPE 35 8 36 a i �► 4 3 s to �'w •�r. .�{ ,�fay �.r• « , •'•R�rf dt•± '`�• f•e � i �� � • ' ....,�....,� •1 'f! f - •* - ! � *��� ••� .�.-+. zi:�-yy7 �'�-- • \��. i_ __f;� �w�i�i_ -_ _fS_! � f'ir1i� �f � sf��:j 't � �•«{ ,� � r«f i• t�f f ! ,: �; i «sr• � i� � �• , 9 r• *k;,6,-4 +li 'w•" -f �r'+'I! r►i- i��> ^�� • � i ,rw.l.1: �_,�. � { �r.w_.r.�:•iW %Y �MINIM - t CONC. u �� E2� DRAIN s OUTSIDE i Al 0 to ! _ i ■■ . w . as � ..r _gwnr' mlgw,+±��ti«{ Li sfi'� CONC. i _ i BRANCH - .. . �� �!, «* •�•rfis��«f �r�u'sfj i. «sl�i"�i���::f *f�i.! 4.. i y 4f �. «f t • irf «�. !` i�_sfi`�'�i�r i SMALLER : ' i t#• �siy • +_:s. rr sirsl V a• Irf - 1. NOTE., HYDRANT ! i i i DIAMETER 3 r {�' cif r fa ���i -rf#1 r •.�*' «t ,� �r tiff, �r < i ' ! CROWN wri •ti+fi =��'r CLEARANCE • v�i� i:�fiiw+trf .��� i• :ef ' i'�• s��f 11 # # . ! tR! • „ ii .«{ �is,f �fif�..dlfa• •,iy�f irfS •w�af > • i ! i T�•�fl�l,- i�ir�a�t�:� ' tt: J�� !��i'l�t�•��lil���'4i�t��i�`� t . ..r. MATERIAL • 4 ! + PIPE - i •.r APRON LENGTH MAIN LINE „L» DIMENSION (MINIMUM) vv w e.ntwr v Q"uu_L. DG rnvviuw vil r.M%w#t7 SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) V ••,. •'• " „ CLASS A CONCRETE f! w ae sa . r» t.E. vr �jG) "fir' '•.• ` �i �! NOTE: �. y ' r-- o Z's � = CAST IRON MANHOLE STEPS ARE NOT =' , fl O w a QE ACCEPTABLE =-� Z 5 .. > r-- N.' Q,: co i rat _ '• C'J Ss 6 35 8 36 1 16 4 APRON LENGTH a �jL1 ,�, � � 14 �.L. ��►�n ,v�f� ` � ,,��j,�•••�.......•�����,,��� NO SCALE 6 #2 STONE BEDDING) � ��ItlllillPt�11't`t�,� r• FIRE HYDRANT ASSEMBLY G NO NO C OVERFALL I % OVERFALL NO SCALE �ANHOL�E TYPE �� ae � � � �-• � — ,, NO SCALE J. III-11 Ila s.{. arr�{ '...•...•�++ ,X••.."'�,!��� F 7 ' � t i F t � � E .w € I�I� 1 FBI (� ( 1 �«1•• FILTER FILTER dam- FABRIC FABRIC ROCK CHINE L6 F NO SCALE o w — -- i o' MIN, TYPE NO. 1 '� 0 (L -� 0 CL z o ' WATER MAIN o ii E {SANITARY OR STORM SEWER WATER MAIN l'/E N0. 2 E �. > .. Ty�'E NO. 3 Jy m \ C� <� 1 » WATER MAIN RAT 0 PIPE WATER Q 2 NOTE: WHEN LATERAL SEPARATION MINIMUM SLOPE 0 IS 10' OR GREATER NO VERTICAL SANITARY OR I 1 /80 PER FOOT z CLEARANCE IS NEEDED. STORM SEWER La o W CL i � � C �- a. n CL D \ \ PLAN MINIMUM SLOPE ° \ \// € _ 1 /$ PER FOOT v z z w \ \i 10' (MIN.) 10' (MIN. 3 , - ` `!- � € r� t� » � � �. tj < D GLASS L3 CONCRETE c ^ � z S m WATER MAIN 5' z 0 12" REVETMENT RIP -RAP OVER GEOTEXTILE TOE-IN GEOT ILE SANITARY OR LESS THAN 18" OR IN CASES SANITARY OR TYPE NO. 3 o Q o " ►STORM S�WER� STORM SEWER C° 12 2 WHERE WATER IS BELOW 456 BEND MINIMUM SLOPE U O.D. + #' -0" SANITARY SEWER ! TRENCH WALL ' ELBOW 1/8" PER FOOT 3 / MIN. (iYP, ) f ; 0 U GEOTEX nLE - PIN IN PLACE PER WATER MAIN RATED PIPE € E / WATER LEVEL MANUFACTURER'S RECOMMENDATIONS. FLEXIBLE COUPLING OR ADAPTER 00 N FLEXIBLE COUPLING OR ADAPTER o" ° C CONCRETE COLLAR CONCRETE COLLAR SECTION :: C O t0 d. N : a Q u)3 SEWER ° \` CLASS "B" CONCRETE MAIN CLASS "B" CONCRETE -x ° // / / % / / /�' BLOCKING OF "T" OR - ,� uj MINIMUM CROSSOVEMP"' SEPARATION Y' BRANCH —,,—! PLACE RIP -RAP TO A MINIMUM OF 12" BELOW �f, \ \ //\ / / / \ \/� + TYPE NO. .. o v WATER LEVEL, UNLESS NOTED OTHERWISE ON PLANS. \ \ \� \ \ / / \� /\ BENC oEWER 1/2" PER FOOT �� ������ � �� � �� A �S� TYPE NO. 1 r-. ON .2 UNDISTURBED SOIL SANITARY SEWERS STOK'm%M SEWER'So 0 STANDARD MANHOLE 0""'E "CHES NO SCALE TYPICAL. CONSTRUCTION FOR LATERAL. CONNECTIONS o _ B NO SCALE B 0 00 TP cp 3 0� NO SCALE Eoi DRAWING N4. SHEET 16 4F 17 N Z M v (ou, RIP -RAP DETAIL v ci NO SCALE o c°n TITLE: � DUM /A 0) .a oo O c° o �n x -cv _ul ..o ° O � N D � Eo 0 C° o U _4, av 0 E v >; Z m D tU F— > 0 V) 3 0 .+.+ A U) 0 0' —J J # # 4 # .�_.� i n a........�....K. # f ! # EROSION CONTROL BLANKET REQ'D. NORTH AMERICA[ GREEN SC 150 OR EQUAL N BLANKET TO BE STAPLED IN PLACE 2 "x2" POST TYP, VARIES* VARIES * 15' -0" WITH STAPLES AT 2 PER SQUARE YARD. � } _ 2" x2 POST (TYP,) � - N '�- SC -150 �.- EDGE OF BLANKET SHALL ~ ~ 7' -0" EDGE OF BLANKET SHALL BE S ANCHORED IN A 6" DEEP .,. ' NON -WOVEN FILTER FABRIC NON -WOVEN FILTER FABRIC BE ANCHORED IN A fi DE INLET INLET P WIDE TRENCH. ATTACHED TO ALL SIDES ATTACHED TO ALL SIDES X Bx WIDE TRENCH. 4: E 1 MAXIMUM SLOPE _I 2 "x2" INTERIOR REINFORCEMENT 2 "x2" INTERIOR REINFORCEMENT PROPOSED DITCH C3 VARIES EDGE OF BLANKET SHALL BE ANCHORED IN A 2"x2" 12" DEEP X 6" WIDE TRENCH, M4 (�'•) I� . NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED eh M PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PLAN - PAVED AREAS PLAN - GRASS AREAS PROPOSED TYPE AND USE. X, 2 "x2" INTERIOR REINFORCEMENT 2x2" INTERIOR REINFORCEMENT "IL EROSION CONTROL BLANKET SANDBAGS 2"x2" POST (TYP,) NON -WOVEN FILTER FABRIC ENCIRCLING NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES NO SCALE BOx (TYI? ) ATTACHED TO ALL SIDES INLET INLET L ° 'L LAP FABRIC PAVEMENT MIN. 12" ONTO O PAVEMENT ~ 2x2" POST (TYT',) W ELEVATION -- PAVED AREAS ELEVATION -GRASS AREAS m� �m LIJ a z ° Lu �Lz K SLOPE CHECK DITCH CHECK j� <)INING FENCES -� �- ., a -� K SIDE VIEW SHOWING INLET SIDE VIEW SHOWING INLET POST NON- WQ�fEI�: m Q � (CONSTRUCTION SAME AS ABOVE) (CONSTRUCTION SAME AS ABOVE) FABRIC POST i FLOW N BACKFILL rte, •L v GROUND LINE v SIDE VIEW PAVED AREAS SIDE VIEW GRASS AREc '-= _---�' -•--' - _- �`� -� - _ �,._. � - •- v � _ —' EXISTING ='�` f =s Lil SOIL _ Q_ 00 r'? J NOTES: NON -WOVEN BOTTOM 4F ,0 N * . WHEN JOINING TWO OR MORE O _� N FILTER FABRIC fi X 6 TRENCH DITCH , X M NON- -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF 80X, EXTENDS INTO TRENCH - SILT I -ENCES TIE THE TWO < ENO i �pSTS TOGETHER WITH SILT BOXES TO BE LOCATED AT EACH CATCH BASIN. EXISTING NYLON CORDS. *DIMENSIONS OF BOX WILL VARY ACCORDING TO THE SIZE OF INLET AND DEPTH OF BASE. SILT FENCE DETAIL NO SCALE 0 - H SILT BO x DETAIL o - NO SCALE _H v • � w w cj red N �t cv LF Co- N zi cu 0 ci CE 0 0 D m 0 - 0 0 cn a 0 o U a a o , 0 N C 0 a a� C) 0 a 0 U c 0 v �B a3 0 qj- EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS. AND AFTER HEAVY USE; STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; m 200 TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND PRIOR TO CLEARING AND GRADING W 175 SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION so SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID PRIOR TO CLEARING AND GRADING UNDERMINNG DURING CLEANOUT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS. AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, ,AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING FT. INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT �- FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL. CHANNEL. REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GI ':DNG AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR LARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR . SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED PORTION OF BLANKET, ADD SOIL., RESEED, RELAY AND STAPLE BLANKET; AFTER FINISH GRADING INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE SALES AFTER EACH STORM EVENT; REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR AFTER FINISH GRADING DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND FAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED. SOD & LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL. FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING .-,ROUND FINISHED UNITS REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 6 N GENERAL STAPLE RECOMMENDATIONS � 325 tQ zo io M w x x x CC x � � Q S (L z x x a: Q Q O z a 1 SVPLE PER SQ. YD. 1 1/2 STAPLE PER SQ. YD, < Z E z w N w z ,�! w w �- -Lx d• x �- x x x x x x x LLI LLS _12 �t 3' W x x x x �- CL C D x x x x o $-- �_ t= 41 31 2:1 1;1 LOW FLOW MED /HIGH FLOW - = ui D CHANNEL CHANNEL AND ;_j a SHORELINE ' 2 STAPLE PER SQ. YD, 3 1/2 STAPLE PER SQ. YD, ° # o =m SLOPE GRADIENT °° NOTE: 1, CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE, 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN z C EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY o DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. Iz n 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE w DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE ° BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 0 1 EROSION CONTROL PJI&T INSTALLATION GUIDE DETAIL NO SCALE ° B c� 300 275 250 225 m 200 W 175 150 so a of in 125 100 75 50 25 FT. tQ zo io M w x x x CC x � � Q S (L z x x a: Q Q O z a 1 SVPLE PER SQ. YD. 1 1/2 STAPLE PER SQ. YD, < Z E z w N w z ,�! w w �- -Lx d• x �- x x x x x x x LLI LLS _12 �t 3' W x x x x �- CL C D x x x x o $-- �_ t= 41 31 2:1 1;1 LOW FLOW MED /HIGH FLOW - = ui D CHANNEL CHANNEL AND ;_j a SHORELINE ' 2 STAPLE PER SQ. YD, 3 1/2 STAPLE PER SQ. YD, ° # o =m SLOPE GRADIENT °° NOTE: 1, CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE, 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN z C EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY o DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. Iz n 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE w DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE ° BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 0 1 EROSION CONTROL PJI&T INSTALLATION GUIDE DETAIL NO SCALE ° B c� so tQ zo io M w x x x CC x � � Q S (L z x x a: Q Q O z a 1 SVPLE PER SQ. YD. 1 1/2 STAPLE PER SQ. YD, < Z E z w N w z ,�! w w �- -Lx d• x �- x x x x x x x LLI LLS _12 �t 3' W x x x x �- CL C D x x x x o $-- �_ t= 41 31 2:1 1;1 LOW FLOW MED /HIGH FLOW - = ui D CHANNEL CHANNEL AND ;_j a SHORELINE ' 2 STAPLE PER SQ. YD, 3 1/2 STAPLE PER SQ. YD, ° # o =m SLOPE GRADIENT °° NOTE: 1, CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE, 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN z C EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY o DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. Iz n 3. 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