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 '
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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 ��� , ' __ �
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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
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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
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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 �� � ;
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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
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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. � ---- � �
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/ � 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- �
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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 ' '
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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' _ ( � � � � - -
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visual site ins ection. �--- -- _ ____-_ - --- � � 2., � o ' , ', i '
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N. P. REQ D. NO PAD REQUIRED � ; O 0 i ,�� �-;2° �� D.& U.E. � 1 � � t, � �
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