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HomeMy WebLinkAbout041-97_047-97. Grading and Drainager L i i i I wi Z I Q J W � �I� Ui �I � Q W i � ( I �_ 1�I' > I I all � I I �` 1{ � �� �� r 1 I �--�x ,:�,, m. �� I I 'o�- °2F, � '��.v-8'.� J.: �� �� �� �� 11 II 11 ii �� �� �� �� �� �� �� �� II II �� �� �� �� II 11 �� II II II ii ii 11 �� �� ii �� II ii ii ii �� ii ii ii ii ii ii ii ii ii �� ii ii ii � ii II II ii i� ii ii �i ii ii ii �� ii ii ii ii ii ii ii ii �� ii ii ii II ii II �� II �� �, ii ii ii I� �� II �� II ii ii It � I ii i! �� �� �� l ��� � � II 1� � ii 1I �� . - �� ii �� II ti DWC FILE: C: \97\228\97228GPt PLOT SCALE: 1: 30.000 PLOT ORIGIN• 0 OO,O.DO BROWNING INVESTMENTS� INC. _ _ � KEYSTONE WAY _ _ _ _ SPELLCHK: EDiT DATE: 04/17/97 EDITED BY: JMS - S11B ex e`. :or £�Z? 64 irt ��2_ » ° e?�� � � � � � � � ��� --�� ---- � ; �� , .� �� � � '� ��1�,�Q ^p 1i � �l ` J��' ; �„ o '�.a;� J �;'� ;•. :� � J :� -� ���� �1 � ,_ ,��, :1 Z +J � I � � ! �..� ' i `, + .��.-`( _ . r c�______ _.i.t����� , t J ` � ;)I „ � 4A� � � '1 � 1� �� a ' � � !�> ;�;� , �� �',;I I �� ' :� � 1\�: ; � � ���. �� �� �, I I \\ _ , ��'� ,1 1 ��' �,�* �+v� '�' 1 �I I � � � 9 1 �� s. � I 1 ; �� � ; � � 11 �' : : , I I �� �; t <, �� � f � 1 �� � �� � I I �` �:s � � \\ J�',� � i � �',�' A •: ( •oJ 1� • �� �,r , � �` i 1 � �j '' ; I �' `' J � �-�?�`_ II ; -R�. 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' 1 � � .--� ���.r � � j�-'sk`��a "°'y , � ' i�J c4 '� , K I 829 � ;� ���,-�.��e� � i , ��l srec � '' '!` �r.,�_� � � � =��` ' - � � � , � _ ,b �, � �" i _ � � `� ' , i � j , i , i x.� i � � � i d x � , I f¢ � f;� G��s� i I I M a� � 4 i � � • :s. � < ° ,s� t y, <'s . ''e,� �`��.�`. �?t ( „� •� > ._ , �� � �Q ` _` I � N ''. ` - .. �- z � , w ro - _ ._ i p �' ,c �- a � � ._ > S, - i ; ,� � { `.i , - ,� � � i r . i ���J � I � %� �� p- � -- _ -��. : �rt`?"�y j �: , K� �� �? � .. d. � `9 x _ , , - '� R ^ C . � 99 ' '�a`�S { . ,. Sr � i ' _ - , �� . . "'�'.. ^ . �� �. '**�""x � I c q r ?�u � � � ��. � \ ��� i �. � �� � `� f i ; ,� N �� � � il � ' - �, � C ai �� i ( �. .�i � I { ?I / � 6�F � ' � 4�� �4r I � � �"� � � ;� � i � �/)� xs.a': �aa 'e> - j S' I '04p . � 1' � 1 i , 6 � "`� ��•L� , ; ' ��� � �' t � � � � � < - ,, i - � i � � ' _,_.__ � i '.�- _- _. _.__ --- ___ ' �y, STR. N0. 8 �`-- � i i",r� TOR 826.85 I ' �' ; i � i i �� �� ��r.. } , I --� � - � � � - -- � � � � � � �nr�A� � I ' -- s �i I STR .NO. 9 ; � ` � � �� TOR 828.80 `- � � . .. .. ��1 . - � ? l� ; '; \ _. . e.. � r � ���� , .' .-i ....�` � �� � ��'. 7X { �� ? }h. ' `e � , . � f � . -5a ;y �s �� '' --- • �r � �>.�. `3 � STORM SEWER - STRUCTURE DATA TABLE STR. STRUCTURE CASTING PIPE ELEVATIONS CONNECT GRADE TD REMARKS N0. TYPE TYPE LF. SIZE TYPE T.O.C. UPSTM DNSTM � r� STRUCT. 1 TYPE "A' tNLET R-3286-8V 110 12 RCP 827.90 825.40 825.13 0.25 2 - 2 TYPE 'M" INLET R-3287-10V � � � � 2 RCP 827.90 825.13 824.78 0.28 OUT END SECTION REQb. 3 TYPE "C' MANHOLE R-1714 75 12 RCP 829.80 825.02 824.68 0.45 4 - 4 TYPE'M" INLET R-3287-10V 25 15 RCP 827.45 824.68 824.61 0.25 OUT END SECTION REQ'D. 5 TYPE "A' INLET R-3282 180 12 RCP 827.05 824.55 823.69 0.48 6 - 6 TYPE "M' INLET R-3287-10V 70 15 RCP 828.10 823.69 823.51 0.25 7 - 7 TYPE "M' INLET R-3287-10V 102 15 RCP 828.10 823.51 823.24 0.25 OUT END SECTION REQb. 8 POND OUTLET SEE DETAIL 28 12 RCP 826.85 822,06 821.94 0.35 9 - 9 TYPE "C" MANHOLE R-1714 292 12 RCP 828.50 821.94 820.94 0.34 10 - 10 TYPE "M" INLET R-3287-10V 15 12 RCP 825.26 820.94 820.89 0.35 EXIST. - o� �� so� SCALE: 1 "= 30' GENERAL GRADING NOTES: 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FtELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTtLITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. A�L VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTAT�VE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 10 FEET OF PAVEMENT. 6. AFTER STRIPPING TOPSOIL MATERIA�. PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERfAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TI�IE OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDiNG, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH" CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS GIVEN AT END OF CONCRETE END SECTIONS. _ _ "'"'-'� _ _ _ �s-m° _ _ •,s�a: ---��-_ _. ---w---- w� � -�. ra�-- y� nz ePS.s� T� TG DC Pl .��� D��T1N4 9�WITARY FORGE NiAIN oa�nn6 sTaaM �+rot EXISTINb 'JPOT ELEVATION oaynn6 cor�ouR oasnr�6 Wai�t ur�E CO/IpINATVON POND DfIST1Nb 1RF� D(��T1N6 OVEiMiEAD, TELD�MpNE AND TV EXI�TIN4 bAS UNE DCISTMb bU7 WIRE PROVO'�ED CONTOUR �eovo�v sPOT aEV�nan PROPOSfD gTORA JEM�It PROPO�ED 9�WITARY 9EWpt TOP aF RUI� TdP aF NRD DOTTOA Of CURD FLOM LINE BENCHMARK: CHISELED "X" IN SOUTHWEST BONNET BOLT OF FIRE HYDRANT AT NORTHWEST CORNER OF EAST ADJOINER. ELEV. = 830.69 CAUTION !! TNE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks moae upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO 8E OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE q20UND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHAIL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY �ND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE � � c �A - � � �i 0 � � �"�� c a �v� �w � �y .�.1 P W M � � �= � � z°' W ` ��,o U W��`'` Zz�� � � o � E ~' z ` � �� � a z AP z w z �a (� U Q rti � � �r � � 0 Z a Z �+ z � � � w � A W � z ►-r � � � �• O � Q � W v z�� �F� �Uw � � � W� � � � � � ..� � ``\`����11111111/����'' .�`���� R h�''% \`� �`C".••�15TERF0.., ��i ; �::: �. No. ��� ;� ; - * �%.� * _ % SiA� ff �. �� i� ''•. `. �� �i� �MDIAM�••`''`G\��� �� i��'�� e' �\`\�\�`� � ���ll n 1 IFIED BY � � � � � �� a � �n l�� W � V �� � � � � O � /� Q li � W 0 � V �a � � � . � � � ■ � � � Q � � E � DATE: 04/15/97 SCAL.E: �' = 30' DRAWN BY: J.C.S. CHKb BY: R.R.H. .IOB NO. 97-228 REVISIONS SHEET NO. ��o� �