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HomeMy WebLinkAbout029-93. Site Development Plan� P `�i 5' SCHOOL ACCESS WALK �f �� � E X I S TI N G . 'i' � / �/ SITE PLAN NOTES ! i ^ j �5' ACCESS ESMT. _ _ _ ; � / ! AVIAN GLEN � _ _ � / 1. Ail radii and street d)mensions shall be measured to back of 9. Building pad areas designated for flll for future buildings �, - _ c �j �� , r o l l c u r b and chairback curb or face of inte gral curb and shall be constructed of suitable fill material and compacted � ______ / � SECTI ON f �U f� � /' i ' �� ` walk. per Specifications. All fill areas for buiiding and parking � � 10' D.& U.E. �; i � areas are to be stripped of topsoil prior to placement of '� r ` • � ` 2. Bearings, dimensions and easements ore shown for reference fill and proof rolled. Any areas containing soft, yielding ! � i � >�'�.� r only. See record surveys and plats for exact information. or otherwise unsuitable materials shall be undercut or w j x�p, j ,� ,' _ '`'�•�._ , • `#�' Boundary information provided by PAUI. I. CRIP INC. _ stabi�ized by approved methods directed by the Soils Engi- � • _A________ and has not been confirmed by neer. Undercut areas shall be filled with approved materi- / � il ,� � , �/• a' ,� �� ' �- Davis Development, L.P. Davis Development, L.P. makes no als and shall be compacted per Specifications. ! Q • � z N ��� , ' __ � �� �.,; � warranties as to the accuracy of this boundary.) i w� 9C7 � cV J I �\� - � 10. Ail topsoil shall be placed in mounding areas and nonstruc- � � o ! � � � 3. Existing buildings are to be demolished per Demolition turol fill areas. Upon completion of mass earthwork, top- %� � � �� J N j � � j �v ��; ^�� _ � soil shall be s read to a de th of 4 to 6 inches in areas . � `" / Specifications. P P h o m �, I � i � ; r\ ^ �" to be seeded such as lake slopes, mound areas, areas between ' n _ o�, curb and clearing limits, drainage swales and all disturbed a� ' -- -- =° I'I �' . �' I i ''6o5i, c �,� � 4. Elevations noted at centerline of street are top of curb . I � °p � _ � elevations at that respective Station. areas outside of building and parking areas. � , 1 I� �" � u � �1�-) � 1 C� � i � � i i, 11. At all times during the construction process, Contractor I ia3.42' � �� '; � i � I � � � � ! !. =: °' � 5. Earthwork Balance - It is the intent of these plans to , - � r � � II i 5� r ., erials onsite. shail maka every effort to control excessive dust and keep �� � i + i ��� I_ ^ ! �"� ! �� � � �� balance all earth mat mud from being tracked onto existing streets adjoining the i � I "' i, i�k`�°/' "' �� \ � � � � � ��. In order to satisfy themselves regarding the disposition of site. _ - __ _ the earth balance of the site, each bidding controctor shall � j ��° I i CJ� • 1 22 �`-� x / :� . ke ever effort to control soil I I �' � �� I �`' I � � � ! � � —� perform his or her own earthwork quantity takeoff prior to Contractor shall also ma II y : � i erosion. Cut-off swales shall be constructed along the top I� � ', �� '� � I I � '' " I submitting their proposal. Bidders must designate on the '� � �� i � � � I o : u � � � a' ' �% �' proposal forms the quantities of any excess or shortage of of lake banks as shown to direct the storm water runoff to , _ : the proposed rip-rapped areas. This rip-rap shall be 18 I', i `~ �� r '` x ' � 50 structural fill or topsoil materials anticipated. The �� �� g�� W� �, ^ � � n' I k � inches thick. Straw bale dams, sediment pits, silt fences, � � 99 � pNp ' ��;� ; �!, � � � °� � `� �� " i" �" � Contractor shall confirm ali earthwork quantities prior to ri ra and slotted barrel silt filters shall be installed � � ��� I � ' � � � the start of construction. P- P I � � I ��i ' �� ,', �� � 14 0, ,� ,� � X � ' � concurrently with the installation of the storm droinage i I i � ,,; � ;- � � If an excess or shorta e of earth is encountered, the Con- systems and the finish groding of surface drainage swales. I I' ! I II� ' i O� ''P � 9 � �-� � � tractor shall confirm with the Owner and Engineer the These measures must be correctly installed per the Construc- 'I g" �' ; II� '' I � ,� •'�` � � requirements for stockpiling, removai or importing of earth. tion Plans prior to acceptance of the earthwork and storm � 1G' D.& U.E. i�5t 1� / ` sewer components by the Owner. See erosion control specifi- t ��� 3 cations and erosion details for additional information. See TC=79_8C_ �a3.�z' � �' � w� �! � '` Minor adjustments to the grades may be required to obtain ` � z� ��� � earthwork balances when minor excess materiai or shortages Soil Erosion Flan for additional information. --.— 12�= -- a�p � x�-0� i I w �! � �f �2 � ' �>c � � are encountered. It is recognized by the parties hereto -- 10' D.& U.E. 0 �cn �;°��� a� Ir' I ,� c� � Od � a g `� � ��� �y,,�� � that the calculations of the Engineer in determining the I� �1� i� ��� !� o o m i �\�F� 121 0° v \� � % II ; earthwork quantities shall be accomplished in accordance � �� � � � � I� � j � `` �` [ . � � � O -� � � � � I � � I I O � � I n' •' \ �' with the American Society of Civil Engineers Standards for ��C�D ' � '. . / , such calculations. Further, � M � � � � � � I � � { � ��� ,� that these calculations are G�G subject to the interpretations of soil borings regarding � w a0 � o °� � � �' � - - � � � II � vi � � ( 1 � � � � 1 .__ --�_. \� � � , � 100 �: m � � ! I � �--}-, s"--, � � _ . �'`-�- -�. -t- -� physical limits of the various soil types, aiso the allowa- N o � i I � � o ', 10' D.& U.E. � � d.,,,. ble voriation in finish grade and compaction permitted the SANI. LATERAL LOC. � - p a� o 0 0 � contractor, and that all of these parameters moy cause � � � Z ' � ±� � �' � ____ _ 737 ,� / � e i t h e r a n excess or shorta ge of actual earthwork materials S A N I T A R Y S E W E R ! I' - --- - to complete the project. If such an actual minor excess or I j i / ` shorta e of materials occurs, the Contractor shali contact / I � ��I� � ` 10' D.& U.E. � 9 �� �� � I�o�,�� I r . � r � the Engineer to determine if ad justments can be made to �IANHOLE J �' � i` i, I \ � f% s % ! correct the imbalance of earth. tae.c�' 0 i, I j �I �� � ; � � � � i� � ��� � � �, ---- � -��� � 6. Borrow pits which are approved by the Owner and Engineer in INLET W� CURB CSTG. �� 0� ��, � �� �'� ��` '� o � 0� � �' �� � � advance and which are located in nonstructural fill areas may be utilized to obtain suitable fill material and waste -- - �� i I� I�,�^ ��I �� c '''' N� ��O �� I 53 ` / � �� �� �' t� � � � �� � � P � �- - — o '�,,� �� g�� �' � � � � � n �� � f � � to soil. --- CONTiNUOUS SSD UNDER CURB -, -. � I 7. Spot Elevotions if during the construction or survey '� I ,/ — ---�------- STORi� SEWER , � � ' j � ��, � ', r layout process it is determined that there are insufficient INLET W/ FLAT ; � � � �i � , �� ! I� �� � � _ � � � % spot elevations to properly construct the project or the TOP CSTG. 6 � 101 � 1� I� ; '� I , / design grades appear to be too steep or flat for on-site � j �` 'i ��,, I� I' ti. � I �� conditions, the Contractor shall contact the Engineer to RIP RAP ��` / � � I � ���°' � � �� - - - 16 .G5' � � �—" � � � adjust or add additional elevations as required. � ---- � � I j-{�°. ''I ' �y / � in � , 'I � �.� � r � ' : 8. Contractor shall preserve existing trees wherever possible. � I I ' S1L END SECTiON �r � °' r � ao �' ^' � I - � ' ' % hall consist of all trees within n I I� � Tree clearing limits s 0 F- � � � � � � � � , ' _ �� street areas, utility instaliation limits, cut & fill areas, \ �5s.33' � � draina e swales, and ali areas shown on the plans as clear- INLET W/ DITCH I { '' ``' ' r 9 �j � �/ i ; � � t ing limits. Contractor shall confirm with Owner, or Owner's GRATE CSTG. ��" I � "' 4' I Z! ! � �� � �XI S�TI N� representative, the clearing limits of all areas at a job I �� � � N 119 °� `'4 , ' site meeting prior to initiating clearing operations. �Q� +' � N ' � i � �3' ! o � �' o� A;�I AM GL,E I P ADE � 0 !', � { � i I) � i All clearing, burning, stump removai, debris disposal and MPG =�-' MIN�IU�f AD GR ;, SECT� �� TW , E buildin demolition, if a licable, shall be performed in 00.00 � � I� I ' ' � � � � i i �� � � I i , j� I 9 PP �, � � co � accordance with applicable governmental rules and regula- 50' � � � �� � � � � � '� �' ����,x�,�i � � � � � i ' � �4 tions and shall include all items and areas depicted on the TYPICAL BUILDING PAD ; . � Construction Plans and Specifications and apparent through a ' '1 '; � � �` �� i' I 10' D.& U.E. __' x �, , ; � ` � � 70' _ ( � � � � - - � , visual site ins ection. �--- -- _ ____-_ - --- � � 2., � o ' , ', i ' P Z� j i -- q� ---� � 733 ` � c �1 ! , . ' w I I '� � '� �I r, N. P. REQ D. NO PAD REQUIRED � ; O 0 i ,�� �-;2° �� D.& U.E. � 1 � � t, � � � � i ; , � � � �� ' �� i � '.�.- ' ' � � ; '� � M.F.F.= 00.0 �IINII�UI� FlNISH FLOOR EI.EV. o�� '59.63' � g�� �I I I W � � � 1.� 9 i� Z N � �� � _ Z . � � � �I �.; ; � �, oo� PR OSED SPOT GRADES _ i ; t; � j o� o�o � o � 55 � �, ��� � � � � � ! � �� � " 118 N } % i � X�� o� � m c11 � � � �I , � � � I �� ,o` ; � /� Ci ���" I( I I � � / 8.� _ . '�� � 103 � ° w ° � ' - _ � ' � _ . _, , � , ti x� x r� r - , ; � u � i � � � a' �- �' ' ' � �ti� � �ti� tso.CO' I � � �� / � ' � - � �"- , - Z � I � � - --� i + � � M � I % � � � I � . N / i � � � � i� � � �: REFER TO SHEET 205 FOR j �,�. ����� I �� � �� �; � � GRADING AND DIMENSIONS AT CLUBHOUSE j q' r' `�_� 9�� � i� � �� , �--- I j E , _ —�--�"� 159.93 '- _ , � } I r , � i � � ' i r r' , � ' � ` �<% i I � - °. " SANI. LATERAL CLEANOUT � , � � ' �,x , � � j ' I� � � � �`' ! - 56 � li '�; x_ u 165 OF 6 � f �,� � r � � r , ��� �� ; � 117 � I; ,2000 ,2oao ,o 0 104 8" ' � , � � � .\\`\�,� E* � �d��� �% \\�� .. . ��� / 'o .-i ;�:� � � �.�; -W :4, s: O _ _ �~ � _ �Zo � 2 z- ; o- :,��, � y ': q, =� � � �� \ �'� � � ��` %, �yNJ* ip`�\�,. .. _, , _ �: r � c� 20' D.Bc U.E. 25' D.k U.E. _�t � r f • � I) � � � �� � � --- - - � -+� r � I o 85 � �� � , , � , r x � +�._ � 773 fi ' ��` � ' -'� 1� a�o / � / - ---- -_'_ _1 i� '+ 82 o� � — – ' �� � -�- o f � �Q ' � '� _ � �;°" � � /� 4 � o' s. a� u. E._� - � � ' � � � � � , o Q r � - � v� NI , � �,F � � / ry� / / 3 g 1T.98' � � o „ � i -� � W � . 10 5 86 � ! �b � _, ..._ — � ; �. � w 4� I w �� �� _0 530 ��i 15' S.& U.E. � � ! CJ� � w � � — --- — — � � � O I 1 O / . ° ,��o �� r � h - � � � � x w � � �` � o � � � �� a`�' � � `+, U � � � I , � � a � ( j � � F'" � +00 �' � \ Q o � ; - �� � � � � ;� _ _ � �i I I ' � , / z a �� '` o � ; � i � � � �'� �5 s. � a so �ss � - 116 � � � � �i„� � ,�=-� f ; _ � 106 � �``��� �� ` �" � � °� 5� ` � - ~ ° r�eo.00 ,� � �. _ � i M.P.G. — ���� '� � /69 �O � ... w ,2n �9a BLOCK G �. , as.o,. - �,N�. � �j� ,,� ��� 2� ,2° � �s•c� 8 '•, ` , -' � _ _ _ � � o � � COMMON AREA �' i � � L---- _� ���G 8 84� /i o°;!� �' ( � � �� \ ^" � 1 � — � � � � � �� � /� 4r A O. � � Q�' ,� I " 0 �,v- � " ' _ — _ - (�i � � � ; � $ 541 � � / � �,, / �' y 9.9 � O `� � � ' a / � � %. s \ •� � J � s � � 540 T = • 3 TC� \ � M . P . 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O �- p � �i a j v > N ol W w Y � i O�W� �' 0 U >�=�Ji C� W� m U I F\v°�' �I� �� � °I�'Q�i ° � N) � Y � Q z � � 3 cai�) > o o n� w o 0 0 �QQQI .. ! � �� � rn Q � � � �� i � � � � �I u� w' � j � .. � � cD cp o0l � � •� o n o c,; � � � � �� z m c� c� c� c� � a � O � N � �t I Z � J � N - � � G � N w �� �� rn I N � N� I r J � �' x �Q �� O � ��� w �-- � �� cn � o � Q Q �z �Q Y C� U Z F-- � Uj � � j O Q � = Q 7_ o Q � n N 00 = � O � l.L �II Z Z � o Q � a . W � J N W a c, i Z � - W � � O � J Z � Q � � � Q � � � � .. U .. } m O � I Q � � o SHEET : ��