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HomeMy WebLinkAbout04100032.90' 40' 80' SCALE: 1 " =40' - - _ ' _ _ � � - - i -' TOS Tits \ ` � r9S TOS � - _ _ � ` � _ TOS TOS � ' - ip _ TOS TOS TOo TOS " � i/ � -1 TOS � ' TOS �-- 'TOS TOS TOS �-- �- - -_ ``�- -- -- -- \_`- \`---- - - - - -- � -i SCALE. 1 =1O - ---� TOS - '- � -_ - - -- i I � -TOS - __- '_------ -__ -_- _ _ TOS - - -- � - -- �' i i ���� / / / -\�� -, _ - -�\ \��\ p \�`�\ � - - - - - -- - \`EXISTING TELEPHONE LINE SHALL BE \` \ � r � � GRASS - ^�'�� $pr,NH - - - -- I STORM STR. X110 i STORM $TR. X109 � STORM STI2. X100 it � � R!~LOCATED OR R PLACED AT A ���� i � I ! � r.c, =s�so �\ '� J'b li TYPE'1E' INLET / TYPR�''E' INLET i TYPE'1E' INC�T, _ `� ii ���\ �� SUFFICIENT DEP� TO ACCOMMODATE �`��\ GRASS �I �I I STORM STR. #102 �� HE2'PVChv.asbs� `\ �d� it W/ NEENAH R- 4215 -C CASTING i ,W/"NEENAH R- 4215 -C CASTING W/ NEENAH R-�1�C CASTING \ �+ � PROPOSED GRA�ES. � �_� I tos � i TYPE "E" INLET `� E8'PVClnv.a5s.� \� / TOR = 862.00 I TOR =862.00 � `� I I '� � \ % I � � � W/ NEENAH R- 4215 -C CASTING � SE6'PVCIne856.86 �\ \ ' � TOR= 864.00 / � I - - I 1 � � \ r � ` ��'�� �� INV = 858.28 / INV = 859.25 I INV= 859.00 '� � � I I ,','' OVERHEAD UTILITIES RUN � I r � ��s', � �, / � we•r�aszze /�� I � � I I , , i � \ r r � � � / TOR= 862.00 `� INV (NW)= 856.63 � � �- �'� �� _ ToS I Toy _ Tos - -" � I I / ALONG WEST R.O.�(. LINE OF U.S.R. 31 \ � + � � -_- �/' INV. = 857.70, � ` \` _ -- ,� ---- _-- _ - -__ -- - __- __ - - -- _ -- _ reio,-- - --vro ro�e+e - �ere+e cne�o -- �-- �are�a _ _ oMm�-- �- �- ermo�- �- eNnv --- -- ----------- -ar��- ■�"_"e- � s�iQ.� _ -__ -^ _� ____________` - - - - -- - / - ------ - -� - -� -,_, °- - - - - -- -- , - - - - -- - - - - - - -- - --- ---- - -- - - -- - - -� ��- � �� _ �_ - __ -_ - -- - - -_ ^ - - -- -_ -- � svu ;-v� -�_�- k TER �;\ 7 ______ �� _ ____ � ' 'EDGE OF ASPHALT � E SEND WA � ----------------------- - - - - - -- - - -- - - - - - -- � - - -- ----- - - - - -- ----- - - - - -- I OP-OSl` � - ----� � MAMI TOR _____ ,- EDGE OF ASPHALT � SAWCUT � _ o �'� ��' 195 LF. OF 187 LF. OF FRONTAGE ROAD �S OPOHEEDT C6P) BLIC WATER MAIN F - � PR D IGN -� pAVEMEN �. _� \ o r,\ O 15" RCP 12" RCP ( APSHALT PAVEMENT) ` � ` 4 "x1' 4 "x6' -�' � -���� I 4. s O 0.5096 EDGE OF ASPHALT O 0.3296 s" GATE � ' _ �� -�_ -- ----- - - - - -- ��--� - = -' - -- ---------------------------- - - - - -- ----- - - - - -- --------------------------------------- - - - - -- ------- - - - - -- ---------------------------- - - - - -- -EDGE OF ASPHALT - - - -- - - - - - -- - sCREEN wALL ----- - - - -,- - -_vAt =vim _- - - -- _ - - - - -- �> .�y �, -- ____ -___ ,_ -- -_ _^ - - - - -- _- ____ _ _ ___ 6 ,,' ,,; ,� �, SYMBOL LEGEND -_ - -- - -- � -- SEE A ECTURAL � � ��` �` Ik; - 41- � � "_ _ _ _ _ �' _ _ _ - � - - _ - u�r _ _ _ , -- C>T i uGT, uc� cas cns GAS � UNDERGROUND��INES ___ � � �� 15 NON -EX USIVE UTLITY EASEMENT � -_ ' - - _ <_ - ,= fl \'�\ -� �.\ - �____ -- _ - - -- - - - - - -- _ - - -, - - - -- - - - - - -_ `- -- - -- - � i -- � wrn wrn WIR= UNDERGROUNDWA1fRLINES - - - - - -� ------------------ - - - - -- -�- -� - -�- -1 -- �� CONCRETE DUMP TE-f?- _ � i � , _ _ _ _ - �, � I � � � ucr ucr UGl•= UNDERI�'OUND IF1EPHaVELINES I - -- 863.50 � � � ° ~� PAD SEE DETAI \ i - -- l -- �� -, '- _ � ��_�' ��� �o �o OVHD= OVERHEADU1111YLINES ( 863.03 ETER � - -�_ , / � 9g - -_ � � �-�'� - --�.- - - - - --r - - - - -- - -_ - - -- - - - -- -- _ - - - -� -�� - - - -�-y �� ..., ..., I � - , - - - 863.03 � � � � - � I � � ' •' - - - - - CENIERLI�OFR�(�11 =C� WAY I � ... - � _ #101 / ,,_._ '-. � � �'� �r I ( I � :. P1?f7P9SED ' � _ _ _ _ 662''OF 2• STORM -S-TR. r 2" PRIPA-TE- - - -- � ' i �'�� I `'�� -- -- - � � 6° WATER - " � � I I � II 1 - -- - - - - -- - - � _ _ TRANSFORMER PRIVATE ,- - - PRGP. TYPE E INLETi _ � 1 �� � `b _ - - - - - - - - _ , -- c� a,. _- \\ \\ �0���® � ___ , FORCE MAIN __ \\ � � - - - - - -- - - - - - - -- SNOWSEXISI •IIGFLONLINEWIIHDIREC114N II i 1 - _ z II I I \ SANITARY GRINDER -' I FORCE M�iTN � W/ NEENAH R- 4215rC CASTINS�\ CRS �I��ER � m 5 ,' ,, i ( I � � PUMP STATION � TOR= 862.50 �' / 175 LF. OF 15" PROPOSED - ' � � I .; - MAJQR CONTOUR INTERVAL =FIVE 5 fEEI- � � 1 •. � � '" RCP ®0.40% TRANSFORMER � � ' P= PLATiE1J8EARINGANDDIMENSI(kV MIN(�CONI•CrIRINIERVAL =ONE 1 FOOT � PROPOSED � TOR = 862.40 , z I i 862.49 GENERATOR F.F. ELEV.= 864.00 � �' INV_�:40� ;' ,�'� � I � � ,' INV.= 858.09 ,' � L� SEE DETAIL -�FH1S SHEET ' -- -GR�E• � � I ( � `� D= DEFlJmBEARINGANDDIMENSION C= CALCULA1mBEARINGANDDIMENSION y i � '� YELLOW � �� � , -' � �_, PROPOSED � �� I �'dNCRETE�DUMPSI LSR= LOCALSERI�CEROAD M= MEASURm�ARINGANDDIMENSION '� I _ I x - I -- - - - -- Z9 - - - - -- - -- � �\ , � � - __,, ��- GENERATOR � HALT [�, I PAINT � �___� ,' C.0.1 V= 858.49 � I �' � I I /ice Iv STRIPING ���� � INV= 858.09 PR� � BU'�� 9g _ - �� �I \ � �� (SEE DETAIL IG AREA � , ,,, Q I s - � _ �, YELLOW- _ _ I EXISTING SYMBOL LEGEND � I I ( ~ \�'- ----- - - - --' ®180 %GRADEALI -___- _ - __ � � �I � �, \ �m i� 6 .7 __ ' }g3 LF. OF --- - - - - -- ,' � ,_'� NOTE: F.F. ELEV.= 863.50 STRNPING �� of � � � , 111 L.F. OF 15" - RCP ®0.40%- GUYANCHGR 1FIECOMMUNICAIIONSMANH0IE IN 15 RCP'- - - - - -, __ -- STORM STR. #103 � '-' � I I a c� __ � _ 00.5096 ,, NO_TE:____-- - -�,_, - � FOR GRADING AT FRONT ENTRY PROPOSED � � � 864 GRA91r. � I � .0. INV = 858.89 TYPE "E" INLET � � � � `"v WAlERVALVf IP EIECIRICMANHIXEE I � IQ Iz -_,_ __- - ______ - ---- NO CURB ALONG H.C. PARKING ,' (SEE DETAIL ON SHEET C3.1) KNOX BOX ` � 0°i I ; ,' �� � Q -� � I a Io - - W NEENAH R- 3287 -15V CASTING � � . STALLS. (SEE DETAIL ON SHEET ,�' 6" PVC SANITARY LOCATION / - J °' z 1� ,- -- - - - - -- _ _ __ C3.1) �' STUB CAPPED TOR =861.78 �\ �\ I �,�� �\ � EXlS17NGFIREHIDRANT � RIGHT- Of- WAYMARKLRFOUND �� �' I Q Im 6� '� __ - - - - -- - -�' -�_ C.O. INV = 858.29 INV.= 857.26 1 � n � I � S STORM STR. X111 ,___ -- -, �,, i � � I w _ , �' � � _ I ` ❑T 1ELLPHONEPEDESI-AL � OVERHEAD UlIL11YP(kE to TOR =861.70 � � � ; � _� -� ' � - I N V= 857.76 � � - _ _ � ' � � ''� � � I � \` -� SIGN SURVEYMONUMENT FOUND AS N01ED _ �> � � � - Ir' _ 863.03 � I $ i �, I � , O � i :� � � � - o� 1 �: 863.93 t 863.03 86....43 I � cv ��[ �[ 7�/y� /yam �p /� - �.3�.. e - \ I \\� \\\ SVA(IL JCCIIUI OVIINCII MV11U - � � I r GA o MENl ASN01Il c - . - _ .. .. • - ,, ,r. .. •- . �`� D4 -- • \� j I I :.' � _ _ i - _ - I � `� GAS GAS LINE MARKER \ y ' ® ® ®® ® ® I � I � � PROPOSED GRADING LEGEND \�i ; - ' - - -,_ � .1 PROPOSED i �� �� � i � I 7 ,1� .7 � _ FIRE HYDRANT I I I � � �y � I--- IBIk� E � ' M.E. MATCH EXISTING � i I � � I I � I; EP EDGE OF PAVEMENT ,� '� I � ' --_ �`� I i �� I BC BOTTOM OF CURB � - - -- ---- - - - - -- - - - - -' � I � I� � � I �' � � i -- - - - - -- ® ® �� � _ 1 �� I I �, II TC TOP OF CURB _ 'ice . 11 , � , � I I a ® ® 7 ® ® � - � -I--t_ `� , 000 CONTOURS ' I � �� - - -- "GATE � �� 272 LF. OF 18" �� � ; ''� � � i I i � - -, � RCP O 0.70% �86 i ` • • • FLOW LINE I - __ VALVE ROPOSED � I I �; ' � I � i PROPOSED I I � � i - 66 LF. � I, RANT DONNECTENT � ��E' I,\\� ,1 it PROPOSED WATER LINE N \��� � I I .___ - - - -- - -- -_ �8 ■_RCP - �,� I i � � � �� I I E/T PROPOSED ELECTRIC & ( i 0.6996 �,� �\ I % 1 I I �� � I TELEPHONE LINES J \ �; � � I 3 ,\ ��\ I I I ' �� ,I I, PROPOSED GAS LINE I $ �'� �� -��\ 1 i I `�` II it PROPOSED FORCE MAIN <� '� �I ' I 1 ,' � � - r �' � I � I I �� � 1 � � 1 I I �� ; II TC 000.50 CURB ELEVATIONS I � I , i I i ,' �� r � � I I I BC 000.00 '- � -� ---- -- ,' � �' � � i �� a ' � � , _ __ �� r i � � �I ��� i 000.00 SPOT ELEVATIONS � �� I � r - - -____ , I �� , I I I i I ' '-- r I I '- -- �� I I I , - _ II 1 I I _ r II � � N�� 1 ' 1 �� ' I / r 'I I I �\ I 1. WHERE WATER LINES AND SEWERS CROSS AND THE WATER 0 1� I i � ," i I i \� WITH INIMUM OF BIN HES OF VERTICAL CLEARNC�THE r' STORM STR. X108 I 1 � E, � � I r -_ -__ INLt I I TF't -J- r I � I s � SEWER MUST BE CONSTRUCTED of WATER WORKS GRADE t: � ��, I __ _ _______ __ ____ __ _ �_____ -- -- - -1 --- - - - - -- - - - - -- TOR = 860,21 r � I ' �o ', DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC � / � STORM STR. #112 r' I INV =855.67 i i I I �� ?s���' �, (S.D.R. 26) SEWER PIPE WITH GASKETED, o0 85 LF. CAF 24 RCP O 0.30X I • I � �� �„ COMPRESSION -TYPE JOINTS WITHIN TEN FEET OF THE WATER a / , �' 1. INLET TYPE "J" I i �/ I r TOR =858.93 r ,' I � � � ;1 +� LINE. 6 ��� � INV= 855.92 r� STORM STR. X107 / , � I � I � 2. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A r �-_� � � --------- - - - --- - -- -- -- - - -- I , � I I�', MINIMUM SEPARATION DISTANCE OF TEN FEET CANNOT BE ' L- I INLET TYPE "J" - / I 859 - I TOR= 85$.47 / �' _ j I I I'�, MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER � � 858 - � RCP O 0.1 INV =855.30 -- - STORMS 06 -- -- -- -- -- -- � -- -- -- - � I '' I'' WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS -- .. STORM STR. X105 _ _ c � �_ - - - - -� - - - ' _ �• � - ' INLET TYPE 'J' , STOR S X104 I �'� - %; OR PLASTIC (S.D.R. 26) SEWER PIPE WITH GASKETED, � u � �' i -- 114 L . OF � ! INLET TYPE "J" 139 L . OF r � 18' RCP END SECTION ;,,1 , TOR =858.47 Trw :sisc d� - I / �. -�= ; COMPRESSION -TYPE JOINTS. o ��� ,� I INV =855.61 i i � i I � _ -- TOR =858.47 /� INV = 855.00 � F. , I I 00.19 INV= 855.30 00.21 i - - -� 21 RCP ' a � � i I � I - r .4 I ___ �� 859 � r I `� '� �� -- -__ �' `��_ �' � i '- -, / ' I 0 1 � .._,_- � �' �I _- _ - - -�� j 1 N III �� -�� / I i �� -,i � � �� � / / l Z I I \ i � o „� � �� r r r I � I _ � � l r r i i I � i `� 860 �" � .41 .. I r . .: , �r-j r r l I � � - �- �j l r I ----- - - - - -- I - �� � � � , I ---- - - - - -- _. �:� �" , I 856 � ' ' '' \��.�� � / ` - - - -- i 855 1 __ 1. _____ - \ I 3 - __ � /- J � i i I � i I �� ,' ,, 861 - -__^ __ - r --�- _ ' I� ` I _' I � 1 00 YR. 45' _ ILDING SETS ' ------- - - - - -- --------------- - - - - -- - -- -------- - - - - -- �* ' -------- - - - - -- I I � - - - - - -- - - - - -�_ ------- I ` � I , ---- ----------------- �� �� � ,' � ' � '�, E �EV. 858.72 � /' � , ' �� � �-r i i � `� .. I I - - - /- �-'- -- - - - �' SWALE O 0.396 GRADE � 855 / i 8 y-- �� ,' - ____ -- I � '�, END SECTION � � � , � ,'100 YR. ELEV. 858.71 , �' \`� � �--- -'�! I �� INV - 855.08 I I ' --------- - - - -�- 855- - - -� -- - - - - -- rI --- -� - - -- -- -855 - - -- - - - - - -- � � i \ / � -- � � I r i �. I - - -- - - - - - -- ----- - - - - -- _ _ -- - - - - -- � - - - -- -------- - - - - -- -- - - -- -------------------- - - - - -- --------- - - - - -_ _ - - _ _ - -- _ _ - - - -- -_.� -- -- -- \'� -- -- -- -- � - - -�- -- � - - -- � � - -- -- - - -� -- - �,I D SECTION 861 - -� I , / 859 � i i INV'854.71 D SECTIONS I i o \` �� I; I '/ 1 857 � 58 INV =854. ,'� � i ,' INV = 855.01 � �I NV =B T72 I N \ i � � 855 � i LOW FLOW SW� ,� o I II I N D 8 �\ � I / /,u, � / I (SEE DETAILS � w � I I I 1 I w ` , � v r / � ,, / ! � �� � I I i _� � � �� I � � I i , i� , � � � r 1 o �, `, I SLOW FLOW SWA __,� , � ,' `� w '�" � � � � (SEE DETAILS) r � r� r � I S� � � i i � i - - \ - - - -- - -- � ---- ' - - - - -�- - - ' - - - - ��t - -, - -�-- - - - � � �� r `� I � o � / ,- I � r � �� � __,, � I r � � r � � I / � i r i o � � �� GENERAL GRADING NOTES 7 N 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON - i GRADE ELEVATIONS. N I I� 2. SITE GRADING SHALL NAT PROCEED UNTIL EROSION CONTROL MEASURES SITE. ALL VERIFICATIONS (location, size and dEpth) SHALL BE MADE BY THE y \mss i HAVE BEEN INSTALLED. APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUNI, OR OVER 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW ____ ____ \ - -�- I IA EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY � - 1 FINISH GRADE ELEVATIONS INDICATED. �' 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) SHALL SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO AND OBSERVE DURING CONSTRUCTION. 11. ALL STOP.M SEWER MATERIALS AND INSTALLATION SHALL CONFORM U S #31 N OR TH B OU N D IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR BE INSTRUCT RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND TO CITY OF CARMEL STANDARDS. iN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR 6. TRENCHES FAR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY SHALL NOTIFY THE ENGINEER IMMEDIATELY. WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. ------------------------- 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. U S #31 SOU TH B OU N D EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE COMPANIES SO AS NOT TO CAUSE DAMAGE. UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER ____ - - ---- INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, - - -- -- "BIRD BATH" CONDITIONS. ______ - - -- -` EDGE OF ASPHALT ------_.-- ____ ___ ____- _- _- _- _- _-- _______ ------- E-------'--------------- -------------- - - - - -- 0' 40' 80' SCALE: 1 " =40' - - _ ' _ _ � � - - i -' TOS Tits \ ` � r9S TOS � - _ _ � ` � _ TOS TOS � ' - ip _ TOS TOS TOo TOS " � i/ � -1 TOS � ' TOS �-- 'TOS TOS TOS �-- �- - -_ ``�- -- -- -- \_`- \`---- - - - - -- � -i SCALE. 1 =1O - ---� TOS - '- � -_ - - -- i I � -TOS - __- '_------ -__ -_- _ _ TOS - - -- � - -- �' i i ���� / / / -\�� -, _ - -�\ \��\ p \�`�\ � - - - - - -- - \`EXISTING TELEPHONE LINE SHALL BE \` \ � r � � GRASS - ^�'�� $pr,NH - - - -- I STORM STR. X110 i STORM $TR. X109 � STORM STI2. X100 it � � R!~LOCATED OR R PLACED AT A ���� i � I ! � r.c, =s�so �\ '� J'b li TYPE'1E' INLET / TYPR�''E' INLET i TYPE'1E' INC�T, _ `� ii ���\ �� SUFFICIENT DEP� TO ACCOMMODATE �`��\ GRASS �I �I I STORM STR. #102 �� HE2'PVChv.asbs� `\ �d� it W/ NEENAH R- 4215 -C CASTING i ,W/"NEENAH R- 4215 -C CASTING W/ NEENAH R-�1�C CASTING \ �+ � PROPOSED GRA�ES. � �_� I tos � i TYPE "E" INLET `� E8'PVClnv.a5s.� \� / TOR = 862.00 I TOR =862.00 � `� I I '� � \ % I � � � W/ NEENAH R- 4215 -C CASTING � SE6'PVCIne856.86 �\ \ ' � TOR= 864.00 / � I - - I 1 � � \ r � ` ��'�� �� INV = 858.28 / INV = 859.25 I INV= 859.00 '� � � I I ,','' OVERHEAD UTILITIES RUN � I r � ��s', � �, / � we•r�aszze /�� I � � I I , , i � \ r r � � � / TOR= 862.00 `� INV (NW)= 856.63 � � �- �'� �� _ ToS I Toy _ Tos - -" � I I / ALONG WEST R.O.�(. LINE OF U.S.R. 31 \ � + � � -_- �/' INV. = 857.70, � ` \` _ -- ,� ---- _-- _ - -__ -- - __- __ - - -- _ -- _ reio,-- - --vro ro�e+e - �ere+e cne�o -- �-- �are�a _ _ oMm�-- �- �- ermo�- �- eNnv --- -- ----------- -ar��- ■�"_"e- � s�iQ.� _ -__ -^ _� ____________` - - - - -- - / - ------ - -� - -� -,_, °- - - - - -- -- , - - - - -- - - - - - - -- - --- ---- - -- - - -- - - -� ��- � �� _ �_ - __ -_ - -- - - -_ ^ - - -- -_ -- � svu ;-v� -�_�- k TER �;\ 7 ______ �� _ ____ � ' 'EDGE OF ASPHALT � E SEND WA � ----------------------- - - - - - -- - - -- - - - - - -- � - - -- ----- - - - - -- ----- - - - - -- I OP-OSl` � - ----� � MAMI TOR _____ ,- EDGE OF ASPHALT � SAWCUT � _ o �'� ��' 195 LF. OF 187 LF. OF FRONTAGE ROAD �S OPOHEEDT C6P) BLIC WATER MAIN F - � PR D IGN -� pAVEMEN �. _� \ o r,\ O 15" RCP 12" RCP ( APSHALT PAVEMENT) ` � ` 4 "x1' 4 "x6' -�' � -���� I 4. s O 0.5096 EDGE OF ASPHALT O 0.3296 s" GATE � ' _ �� -�_ -- ----- - - - - -- ��--� - = -' - -- ---------------------------- - - - - -- ----- - - - - -- --------------------------------------- - - - - -- ------- - - - - -- ---------------------------- - - - - -- -EDGE OF ASPHALT - - - -- - - - - - -- - sCREEN wALL ----- - - - -,- - -_vAt =vim _- - - -- _ - - - - -- �> .�y �, -- ____ -___ ,_ -- -_ _^ - - - - -- _- ____ _ _ ___ 6 ,,' ,,; ,� �, SYMBOL LEGEND -_ - -- - -- � -- SEE A ECTURAL � � ��` �` Ik; - 41- � � "_ _ _ _ _ �' _ _ _ - � - - _ - u�r _ _ _ , -- C>T i uGT, uc� cas cns GAS � UNDERGROUND��INES ___ � � �� 15 NON -EX USIVE UTLITY EASEMENT � -_ ' - - _ <_ - ,= fl \'�\ -� �.\ - �____ -- _ - - -- - - - - - -- _ - - -, - - - -- - - - - - -_ `- -- - -- - � i -- � wrn wrn WIR= UNDERGROUNDWA1fRLINES - - - - - -� ------------------ - - - - -- -�- -� - -�- -1 -- �� CONCRETE DUMP TE-f?- _ � i � , _ _ _ _ - �, � I � � � ucr ucr UGl•= UNDERI�'OUND IF1EPHaVELINES I - -- 863.50 � � � ° ~� PAD SEE DETAI \ i - -- l -- �� -, '- _ � ��_�' ��� �o �o OVHD= OVERHEADU1111YLINES ( 863.03 ETER � - -�_ , / � 9g - -_ � � �-�'� - --�.- - - - - --r - - - - -- - -_ - - -- - - - -- -- _ - - - -� -�� - - - -�-y �� ..., ..., I � - , - - - 863.03 � � � � - � I � � ' •' - - - - - CENIERLI�OFR�(�11 =C� WAY I � ... - � _ #101 / ,,_._ '-. � � �'� �r I ( I � :. P1?f7P9SED ' � _ _ _ _ 662''OF 2• STORM -S-TR. r 2" PRIPA-TE- - - -- � ' i �'�� I `'�� -- -- - � � 6° WATER - " � � I I � II 1 - -- - - - - -- - - � _ _ TRANSFORMER PRIVATE ,- - - PRGP. TYPE E INLETi _ � 1 �� � `b _ - - - - - - - - _ , -- c� a,. _- \\ \\ �0���® � ___ , FORCE MAIN __ \\ � � - - - - - -- - - - - - - -- SNOWSEXISI •IIGFLONLINEWIIHDIREC114N II i 1 - _ z II I I \ SANITARY GRINDER -' I FORCE M�iTN � W/ NEENAH R- 4215rC CASTINS�\ CRS �I��ER � m 5 ,' ,, i ( I � � PUMP STATION � TOR= 862.50 �' / 175 LF. OF 15" PROPOSED - ' � � I .; - MAJQR CONTOUR INTERVAL =FIVE 5 fEEI- � � 1 •. � � '" RCP ®0.40% TRANSFORMER � � ' P= PLATiE1J8EARINGANDDIMENSI(kV MIN(�CONI•CrIRINIERVAL =ONE 1 FOOT � PROPOSED � TOR = 862.40 , z I i 862.49 GENERATOR F.F. ELEV.= 864.00 � �' INV_�:40� ;' ,�'� � I � � ,' INV.= 858.09 ,' � L� SEE DETAIL -�FH1S SHEET ' -- -GR�E• � � I ( � `� D= DEFlJmBEARINGANDDIMENSION C= CALCULA1mBEARINGANDDIMENSION y i � '� YELLOW � �� � , -' � �_, PROPOSED � �� I �'dNCRETE�DUMPSI LSR= LOCALSERI�CEROAD M= MEASURm�ARINGANDDIMENSION '� I _ I x - I -- - - - -- Z9 - - - - -- - -- � �\ , � � - __,, ��- GENERATOR � HALT [�, I PAINT � �___� ,' C.0.1 V= 858.49 � I �' � I I /ice Iv STRIPING ���� � INV= 858.09 PR� � BU'�� 9g _ - �� �I \ � �� (SEE DETAIL IG AREA � , ,,, Q I s - � _ �, YELLOW- _ _ I EXISTING SYMBOL LEGEND � I I ( ~ \�'- ----- - - - --' ®180 %GRADEALI -___- _ - __ � � �I � �, \ �m i� 6 .7 __ ' }g3 LF. OF --- - - - - -- ,' � ,_'� NOTE: F.F. ELEV.= 863.50 STRNPING �� of � � � , 111 L.F. OF 15" - RCP ®0.40%- GUYANCHGR 1FIECOMMUNICAIIONSMANH0IE IN 15 RCP'- - - - - -, __ -- STORM STR. #103 � '-' � I I a c� __ � _ 00.5096 ,, NO_TE:____-- - -�,_, - � FOR GRADING AT FRONT ENTRY PROPOSED � � � 864 GRA91r. � I � .0. INV = 858.89 TYPE "E" INLET � � � � `"v WAlERVALVf IP EIECIRICMANHIXEE I � IQ Iz -_,_ __- - ______ - ---- NO CURB ALONG H.C. PARKING ,' (SEE DETAIL ON SHEET C3.1) KNOX BOX ` � 0°i I ; ,' �� � Q -� � I a Io - - W NEENAH R- 3287 -15V CASTING � � . STALLS. (SEE DETAIL ON SHEET ,�' 6" PVC SANITARY LOCATION / - J °' z 1� ,- -- - - - - -- _ _ __ C3.1) �' STUB CAPPED TOR =861.78 �\ �\ I �,�� �\ � EXlS17NGFIREHIDRANT � RIGHT- Of- WAYMARKLRFOUND �� �' I Q Im 6� '� __ - - - - -- - -�' -�_ C.O. INV = 858.29 INV.= 857.26 1 � n � I � S STORM STR. X111 ,___ -- -, �,, i � � I w _ , �' � � _ I ` ❑T 1ELLPHONEPEDESI-AL � OVERHEAD UlIL11YP(kE to TOR =861.70 � � � ; � _� -� ' � - I N V= 857.76 � � - _ _ � ' � � ''� � � I � \` -� SIGN SURVEYMONUMENT FOUND AS N01ED _ �> � � � - Ir' _ 863.03 � I $ i �, I � , O � i :� � � � - o� 1 �: 863.93 t 863.03 86....43 I � cv ��[ �[ 7�/y� /yam �p /� - �.3�.. e - \ I \\� \\\ SVA(IL JCCIIUI OVIINCII MV11U - � � I r GA o MENl ASN01Il c - . - _ .. .. • - ,, ,r. .. •- . �`� D4 -- • \� j I I :.' � _ _ i - _ - I � `� GAS GAS LINE MARKER \ y ' ® ® ®® ® ® I � I � � PROPOSED GRADING LEGEND \�i ; - ' - - -,_ � .1 PROPOSED i �� �� � i � I 7 ,1� .7 � _ FIRE HYDRANT I I I � � �y � I--- IBIk� E � ' M.E. MATCH EXISTING � i I � � I I � I; EP EDGE OF PAVEMENT ,� '� I � ' --_ �`� I i �� I BC BOTTOM OF CURB � - - -- ---- - - - - -- - - - - -' � I � I� � � I �' � � i -- - - - - -- ® ® �� � _ 1 �� I I �, II TC TOP OF CURB _ 'ice . 11 , � , � I I a ® ® 7 ® ® � - � -I--t_ `� , 000 CONTOURS ' I � �� - - -- "GATE � �� 272 LF. OF 18" �� � ; ''� � � i I i � - -, � RCP O 0.70% �86 i ` • • • FLOW LINE I - __ VALVE ROPOSED � I I �; ' � I � i PROPOSED I I � � i - 66 LF. � I, RANT DONNECTENT � ��E' I,\\� ,1 it PROPOSED WATER LINE N \��� � I I .___ - - - -- - -- -_ �8 ■_RCP - �,� I i � � � �� I I E/T PROPOSED ELECTRIC & ( i 0.6996 �,� �\ I % 1 I I �� � I TELEPHONE LINES J \ �; � � I 3 ,\ ��\ I I I ' �� ,I I, PROPOSED GAS LINE I $ �'� �� -��\ 1 i I `�` II it PROPOSED FORCE MAIN <� '� �I ' I 1 ,' � � - r �' � I � I I �� � 1 � � 1 I I �� ; II TC 000.50 CURB ELEVATIONS I � I , i I i ,' �� r � � I I I BC 000.00 '- � -� ---- -- ,' � �' � � i �� a ' � � , _ __ �� r i � � �I ��� i 000.00 SPOT ELEVATIONS � �� I � r - - -____ , I �� , I I I i I ' '-- r I I '- -- �� I I I , - _ II 1 I I _ r II � � N�� 1 ' 1 �� ' I / r 'I I I �\ I 1. WHERE WATER LINES AND SEWERS CROSS AND THE WATER 0 1� I i � ," i I i \� WITH INIMUM OF BIN HES OF VERTICAL CLEARNC�THE r' STORM STR. X108 I 1 � E, � � I r -_ -__ INLt I I TF't -J- r I � I s � SEWER MUST BE CONSTRUCTED of WATER WORKS GRADE t: � ��, I __ _ _______ __ ____ __ _ �_____ -- -- - -1 --- - - - - -- - - - - -- TOR = 860,21 r � I ' �o ', DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC � / � STORM STR. #112 r' I INV =855.67 i i I I �� ?s���' �, (S.D.R. 26) SEWER PIPE WITH GASKETED, o0 85 LF. CAF 24 RCP O 0.30X I • I � �� �„ COMPRESSION -TYPE JOINTS WITHIN TEN FEET OF THE WATER a / , �' 1. INLET TYPE "J" I i �/ I r TOR =858.93 r ,' I � � � ;1 +� LINE. 6 ��� � INV= 855.92 r� STORM STR. X107 / , � I � I � 2. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A r �-_� � � --------- - - - --- - -- -- -- - - -- I , � I I�', MINIMUM SEPARATION DISTANCE OF TEN FEET CANNOT BE ' L- I INLET TYPE "J" - / I 859 - I TOR= 85$.47 / �' _ j I I I'�, MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER � � 858 - � RCP O 0.1 INV =855.30 -- - STORMS 06 -- -- -- -- -- -- � -- -- -- - � I '' I'' WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS -- .. STORM STR. X105 _ _ c � �_ - - - - -� - - - ' _ �• � - ' INLET TYPE 'J' , STOR S X104 I �'� - %; OR PLASTIC (S.D.R. 26) SEWER PIPE WITH GASKETED, � u � �' i -- 114 L . OF � ! INLET TYPE "J" 139 L . OF r � 18' RCP END SECTION ;,,1 , TOR =858.47 Trw :sisc d� - I / �. -�= ; COMPRESSION -TYPE JOINTS. o ��� ,� I INV =855.61 i i � i I � _ -- TOR =858.47 /� INV = 855.00 � F. , I I 00.19 INV= 855.30 00.21 i - - -� 21 RCP ' a � � i I � I - r .4 I ___ �� 859 � r I `� '� �� -- -__ �' `��_ �' � i '- -, / ' I 0 1 � .._,_- � �' �I _- _ - - -�� j 1 N III �� -�� / I i �� -,i � � �� � / / l Z I I \ i � o „� � �� r r r I � I _ � � l r r i i I � i `� 860 �" � .41 .. I r . .: , �r-j r r l I � � - �- �j l r I ----- - - - - -- I - �� � � � , I ---- - - - - -- _. �:� �" , I 856 � ' ' '' \��.�� � / ` - - - -- i 855 1 __ 1. _____ - \ I 3 - __ � /- J � i i I � i I �� ,' ,, 861 - -__^ __ - r --�- _ ' I� ` I _' I � 1 00 YR. 45' _ ILDING SETS ' ------- - - - - -- --------------- - - - - -- - -- -------- - - - - -- �* ' -------- - - - - -- I I � - - - - - -- - - - - -�_ ------- I ` � I , ---- ----------------- �� �� � ,' � ' � '�, E �EV. 858.72 � /' � , ' �� � �-r i i � `� .. I I - - - /- �-'- -- - - - �' SWALE O 0.396 GRADE � 855 / i 8 y-- �� ,' - ____ -- I � '�, END SECTION � � � , � ,'100 YR. ELEV. 858.71 , �' \`� � �--- -'�! I �� INV - 855.08 I I ' --------- - - - -�- 855- - - -� -- - - - - -- rI --- -� - - -- -- -855 - - -- - - - - - -- � � i \ / � -- � � I r i �. I - - -- - - - - - -- ----- - - - - -- _ _ -- - - - - -- � - - - -- -------- - - - - -- -- - - -- -------------------- - - - - -- --------- - - - - -_ _ - - _ _ - -- _ _ - - - -- -_.� -- -- -- \'� -- -- -- -- � - - -�- -- � - - -- � � - -- -- - - -� -- - �,I D SECTION 861 - -� I , / 859 � i i INV'854.71 D SECTIONS I i o \` �� I; I '/ 1 857 � 58 INV =854. ,'� � i ,' INV = 855.01 � �I NV =B T72 I N \ i � � 855 � i LOW FLOW SW� ,� o I II I N D 8 �\ � I / /,u, � / I (SEE DETAILS � w � I I I 1 I w ` , � v r / � ,, / ! � �� � I I i _� � � �� I � � I i , i� , � � � r 1 o �, `, I SLOW FLOW SWA __,� , � ,' `� w '�" � � � � (SEE DETAILS) r � r� r � I S� � � i i � i - - \ - - - -- - -- � ---- ' - - - - -�- - - ' - - - - ��t - -, - -�-- - - - � � �� r `� I � o � / ,- I � r � �� � __,, � I r � � r � � I / � i r i o � � �� 54 i 33" �CP f} 7- - - - ... 0389r � .. I - � -- -- , 1� STORM STR. X108 CTI TYPE "J" INLET 54,31 � W/ NEENAH R3403 -F CASTING � TOR= 859.00 58 LF. OF 33" RCP - �� 6" ORIFICE INVr853.43 O 03896 GRANULAR �� � (SEE DETAIL SHT. C5.2). BACKFILL REQUIRED i _ - - ---- �' -' � STORM STR. #109 - �' TYPE "J" MANHOLE '� � W/ NEENAH R1772 CASTING TOR= 859.00t (MATCH EXIST.) ti, �' ® �. r ° a. ev g �n �o 00 .J " O H � w O a � W � � w z � U V Z � U Z a � ° W Q � � H d U F Li W a N . z �� U � � �° .� tE/� � Z ^w zx� �j � y � r�r ie �j a w "� w F-+ ca A lil H ~ � � o0 [--+ � � z W � O N z� V `` � �� u v � .i o ca V� m 0 W W V a J Q W Z � a `^ Z vJ p zO Q Z a Q -� � �� � V ���Z W W - W �J � J o L =vL =w •• r' - r a " 0 V 0 V 0 a a a 0 0 N I m U i 0 U �' it i' I� I O W 0� O I � I '� � 'o �` �� �z� z U �'�, PROPOSED OFFSITE 1 j DRAINAGE EASEMENT � � � �' � �, (SEE SHEETS C3.1 � a � a m m I ICI, &C3.2) � �� $ >> z� c zo =z 3 ' +, PROPOS© 20' QUITCLAIM DEED U ° U m° o DRAINAGE INST. N0.2003- 00046802 ' I I EASEMENT 121 MERIDIAN ASSOCIATES, LLC ,� I I_ RECORDED ON MAY 14, 2003 ,I i � � �I''� i''. 9.241 f ACRES °EEO ; ; III 1N ' � � I I' iN STORM STR. X113 �� , % I �w3 TYPE "J" MANHOLE z NV/ NEENAH R1772 CASTING ° !� (' ` TOR= 357.00t MATCH EXISTING NOTE: a .,���, I�'I � INV. =853.04 RESTORE BERM TO ORIGI � �, �, � CONDITION AFTER INSTA W ' � OF STORM SEWER. EXIST ° ' '� �, � Ij I ASPHALT PARKING LANDSCAPING SHALL BE ,�, '�.� � ' LCT AS DIRECTED BY OWNER, �' - ., -i� -- -- -- - - -� I;' ;'�:- CAUTION II I, ; __� '� �,, � ' _ � THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES a �'�' � ��. �'� ���__ SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND ° ',,` t ,, I �'�, ', `_ EVIDENCE (including, but not limited to, manholes, inlets, �, __ _ _ valves, and morlcs made upon the ground by others) ANDS,, ', � �`,�';� - - ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER � �__ EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO DRAWING N0. SHEEi OF _ ,__ ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND �,` \�; i �',,_ _ � ,, EVIDENCE WAS OBSERVED. THE EXACT LOCATfONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY ,, , -- , -i THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ' � 1- 800 - 382 -5544 ° __ � - , CALL TOLL FREE TITLE: � ,, -�' - INDIANA UNDERGROUND - PROPOSS® GRADNG AND UT1L. PLAN i 7 N 1. 7 - - i I 7 N I I� y \mss i i � � __ __________ _ ____ ____ \ - -�- I IA � - 1 10� F. OF � �' ti, �' ® �. r ° a. ev g �n �o 00 .J " O H � w O a � W � � w z � U V Z � U Z a � ° W Q � � H d U F Li W a N . z �� U � � �° .� tE/� � Z ^w zx� �j � y � r�r ie �j a w "� w F-+ ca A lil H ~ � � o0 [--+ � � z W � O N z� V `` � �� u v � .i o ca V� m 0 W W V a J Q W Z � a `^ Z vJ p zO Q Z a Q -� � �� � V ���Z W W - W �J � J o L =vL =w •• r' - r a " 0 V 0 V 0 a a a 0 0 N I m U i 0 U �' it i' I� I O W 0� O I � I '� � 'o �` �� �z� z U �'�, PROPOSED OFFSITE 1 j DRAINAGE EASEMENT � � � �' � �, (SEE SHEETS C3.1 � a � a m m I ICI, &C3.2) � �� $ >> z� c zo =z 3 ' +, PROPOS© 20' QUITCLAIM DEED U ° U m° o DRAINAGE INST. N0.2003- 00046802 ' I I EASEMENT 121 MERIDIAN ASSOCIATES, LLC ,� I I_ RECORDED ON MAY 14, 2003 ,I i � � �I''� i''. 9.241 f ACRES °EEO ; ; III 1N ' � � I I' iN STORM STR. X113 �� , % I �w3 TYPE "J" MANHOLE z NV/ NEENAH R1772 CASTING ° !� (' ` TOR= 357.00t MATCH EXISTING NOTE: a .,���, I�'I � INV. =853.04 RESTORE BERM TO ORIGI � �, �, � CONDITION AFTER INSTA W ' � OF STORM SEWER. EXIST ° ' '� �, � Ij I ASPHALT PARKING LANDSCAPING SHALL BE ,�, '�.� � ' LCT AS DIRECTED BY OWNER, �' - ., -i� -- -- -- - - -� I;' ;'�:- CAUTION II I, ; __� '� �,, � ' _ � THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES a �'�' � ��. �'� ���__ SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND ° ',,` t ,, I �'�, ', `_ EVIDENCE (including, but not limited to, manholes, inlets, �, __ _ _ valves, and morlcs made upon the ground by others) ANDS,, ', � �`,�';� - - ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER � �__ EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO DRAWING N0. SHEEi OF _ ,__ ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND �,` \�; i �',,_ _ � ,, EVIDENCE WAS OBSERVED. THE EXACT LOCATfONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY ,, , -- , -i THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ' � 1- 800 - 382 -5544 ° __ � - , CALL TOLL FREE TITLE: � ,, -�' - INDIANA UNDERGROUND - PROPOSS® GRADNG AND UT1L. PLAN i m 0 W W V a J Q W Z � a `^ Z vJ p zO Q Z a Q -� � �� � V ���Z W W - W �J � J o L =vL =w •• r' - r a " 0 V 0 V 0 a a a 0 0 N I m U i 0 U �' it i' I� I O W 0� O I � I '� � 'o �` �� �z� z U �'�, PROPOSED OFFSITE 1 j DRAINAGE EASEMENT � � � �' � �, (SEE SHEETS C3.1 � a � a m m I ICI, &C3.2) � �� $ >> z� c zo =z 3 ' +, PROPOS© 20' QUITCLAIM DEED U ° U m° o DRAINAGE INST. N0.2003- 00046802 ' I I EASEMENT 121 MERIDIAN ASSOCIATES, LLC ,� I I_ RECORDED ON MAY 14, 2003 ,I i � � �I''� i''. 9.241 f ACRES °EEO ; ; III 1N ' � � I I' iN STORM STR. X113 �� , % I �w3 TYPE "J" MANHOLE z NV/ NEENAH R1772 CASTING ° !� (' ` TOR= 357.00t MATCH EXISTING NOTE: a .,���, I�'I � INV. =853.04 RESTORE BERM TO ORIGI � �, �, � CONDITION AFTER INSTA W ' � OF STORM SEWER. EXIST ° ' '� �, � Ij I ASPHALT PARKING LANDSCAPING SHALL BE ,�, '�.� � ' LCT AS DIRECTED BY OWNER, �' - ., -i� -- -- -- - - -� I;' ;'�:- CAUTION II I, ; __� '� �,, � ' _ � THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES a �'�' � ��. �'� ���__ SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND ° ',,` t ,, I �'�, ', `_ EVIDENCE (including, but not limited to, manholes, inlets, �, __ _ _ valves, and morlcs made upon the ground by others) ANDS,, ', � �`,�';� - - ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER � �__ EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO DRAWING N0. SHEEi OF _ ,__ ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND �,` \�; i �',,_ _ � ,, EVIDENCE WAS OBSERVED. THE EXACT LOCATfONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY ,, , -- , -i THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ' � 1- 800 - 382 -5544 ° __ � - , CALL TOLL FREE TITLE: � ,, -�' - INDIANA UNDERGROUND - PROPOSS® GRADNG AND UT1L. PLAN i a " 0 V 0 V 0 a a a 0 0 N I m U i 0 U �' it i' I� I O W 0� O I � I '� � 'o �` �� �z� z U �'�, PROPOSED OFFSITE 1 j DRAINAGE EASEMENT � � � �' � �, (SEE SHEETS C3.1 � a � a m m I ICI, &C3.2) � �� $ >> z� c zo =z 3 ' +, PROPOS© 20' QUITCLAIM DEED U ° U m° o DRAINAGE INST. N0.2003- 00046802 ' I I EASEMENT 121 MERIDIAN ASSOCIATES, LLC ,� I I_ RECORDED ON MAY 14, 2003 ,I i � � �I''� i''. 9.241 f ACRES °EEO ; ; III 1N ' � � I I' iN STORM STR. X113 �� , % I �w3 TYPE "J" MANHOLE z NV/ NEENAH R1772 CASTING ° !� (' ` TOR= 357.00t MATCH EXISTING NOTE: a .,���, I�'I � INV. =853.04 RESTORE BERM TO ORIGI � �, �, � CONDITION AFTER INSTA W ' � OF STORM SEWER. EXIST ° ' '� �, � Ij I ASPHALT PARKING LANDSCAPING SHALL BE ,�, '�.� � ' LCT AS DIRECTED BY OWNER, �' - ., -i� -- -- -- - - -� I;' ;'�:- CAUTION II I, ; __� '� �,, � ' _ � THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES a �'�' � ��. �'� ���__ SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND ° ',,` t ,, I �'�, ', `_ EVIDENCE (including, but not limited to, manholes, inlets, �, __ _ _ valves, and morlcs made upon the ground by others) ANDS,, ', � �`,�';� - - ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER � �__ EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO DRAWING N0. SHEEi OF _ ,__ ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND �,` \�; i �',,_ _ � ,, EVIDENCE WAS OBSERVED. THE EXACT LOCATfONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY ,, , -- , -i THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ' � 1- 800 - 382 -5544 ° __ � - , CALL TOLL FREE TITLE: � ,, -�' - INDIANA UNDERGROUND - PROPOSS® GRADNG AND UT1L. PLAN i