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S ;Y } I R i� .t •` n Fa' r ,Y: - 4s.n .f.-�,s7t' <� i,: , ,1 �.�.,,: Iv, n;J.:•„ l � ScE,tt„�i n�:s,:��<,_.,:s-4„<�i.:�Y'as._„ fYr�•,is -�+1 10 k" s-1 .I J d I P.U.E. a El I " i z '7 •i d� ' • i - iru b 'S� ,t f i °Y l 'S ' 5 ' i' ( �l ay - y I a r r 1 a., I PROPOSED BUILDING FF=285.00 s. ff� 73,000 SF DETENTION POND LANDSCAPE ANALYSIS - NAME POINT SYMBOL SIZE & TYPE QUANTITY VALUE POINT s 32" EXISTING - - _-__CAtJOPY TREE` POST OAK 1 0 0 r CANOPY TREE: / ✓ :. CEDAR ELM R.�. cznvL-L, .- - --- - • - - 2....» TO 3.4" � ) . - WATER OAK - 14 L, �,�' 150 • 2100 N t -CANOPY TR �EE T CREPE MYRTLE 32 0 4 1280 `t � SHRUB MIN 5 GAL WAX LEAF LJGUSTRU M 108 . 10 hi w z 1080 f CANOPY TREECEDAR ELM ORY/ i:. , / _ o w I d- J — BUFFER MIN 2" WATER0 AK 2"_ 0 - Z� 0 O ,. 0 11 G NON -CANOPY TREE , Q Qwi co - BUFFER MI 1.25'' TREE CREPE MYRTLE 4 3 0 S CV,,l K COL0 Lil _j GRASS BERMUDA GRASS NOTE; 1 0 cn G1 CD LL 0 LANDSCAPE IRRIGATION SLEEVES N/A N A N A N/A 2 - 4" PVC O BUFFER YARD LANDSCAPE P ANALYSIS BUFFER YARDREQUIREMENTS- A MIN OF 1 - 1.25. - NON CANOPY TREE PER 15 LF OF LANDSCAPE BUFFER, AND A MIN OF 1 - 2" CANOPY LA F I Y TREE PER 25 LF OF LANDSCAPE BUFFER. ,7 _ 537.9 LF OF LANDSCAPE BUFFER CANOPY TREES: 537.9 / 25 = 22 NON -CANOPY TREES: 537.9 / 15 36 NOTE: 1. 100% COVERAGE OF GROUND COVER OR GRASS IS REQUIRED IN ALL AREAS. POINTS PER PROJECT AREA: 120,400 SF OF SITE AREA a 120,400 5F / 1,000 = 120.4 X 30 - , 12 POIN 1/ ' TOTAL POINTS RtTMREqt-' , TOTAL POINTS PROPOSED: 4,460 00 «'i• .z f . E I r -}-� _ . P E C . U — , . , Y , , , .. , , <..w _, ..� x'. .,Y?,.� � r. �„!hT'>(.,'u *•.f>�.es-..lPl atx•'T.id_n•i, tr.>i=wo_,-,v-ce.i�a.-,.,.!;ea;�•t�_d.?:,i.'!v'.zS.c.T�.'.., k',�r.'Ti'e.L.. �e.-..-.�,r=,.Lx, i^Ce=,'".0-1,_. i, ,,,cns l_. i. ._ S�{+ r.�4 } x_.�1.._._.. r .•r.R �,,..`1'},.c. 'Le..v.+.. . n.. ._. i Li. ...Y ��...`�i,}...!11..$... (S(^ :_�e..1a."r,...., r..:u ,v.T.. .,!.~(-..,... i n_,.:..,S. ..S:r..':�.,... . ,)'`,:y .,. - -r 0A 4 Oil �.- i�- s .. _ :- t ...,..o• :r'rr. ... 1.-•,: .. a,,.,.,-. ..._, r.. .. �, { - 1 -•:;,mss' .,,.-'? � -:. ' a� « " � i- F w " •1 ,. , •.CJ mss'• � i - .. .uu,S - � r..:.s,_ca.�,.r.,,t>:..,ar..v.Xc>r,�..,en,...�ry.,.iir.�ec,...�,:k'sU`: acyLv.Y,.:"`«5-._:. 'r - ... .. • (� /� • V Y- _ C �.� � l 10 .U.E. +. ti � � PARKING ISLAND, I.`. 351 SF PARKING ISLAND :. .,.`.` -� -+- - ) ( PARKING ISLAND 223 SF 7.5 SIDE _.. I,- G V) rn PARKING ISLAND 539 SF BUILDING Laws I ( 508 SF PARKING ISLAND SETBACK i Lin _ +U 497 SF O ..... �! 0 r- p' I' s - qwr (77 GENERAL NOTES: C� U Y, I I•.. I `ti;, ,. 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION r r AND VERTICAL POSITIONING OF EXISTING UTILITIES O T E ( I. {� _ AND SERVICE LINES WITHIN THE PROJECT AREA � • ,. : - I �, :, , WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 (,I ` I I PARKING ISLA D �:- 195 SF , , - HRS-. PRIOR, TO ANY CONSTRUCTION. CONTRACTOR IS 5' SIDE RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING 15, REAR ( -LIT S - - UILDING I I I LANDSCAPEIRRIGATION FACT IE . CALL 1-800-DIG-TESS. R GATION SLEEVE . , . ,�, .-.. BUILDING PARKING.,ISLAND 1•_'.",' I ETBACK 2-4" PVC (TYPICAL) '-;•� ( I I SETBACK 195 SF - 2. TME DEVELOPED AREA FOR THIS PROJECT IS 764 PARKING ISLAND I` _ • .. I ( ( :I,:,,>.. ACRES1 20,400 SF) 169 SF I• •I I .".•:I;-. ,« 'SUBJECT PROPERTY IS CURRENTLY ZONED C-1 .••,...4. IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED - _ 1 "' 0 THE IRRIGATION •`.,.;` N N PLANS. .. _- - - • _ , " " " µ • - " " -THE IRRIGATION SYSTEM MUST BE APPROVED ANDLd a - INSTALLED PRIOR TO ISSUING A CERTIFICATE OF _ — — — - — - OCCUPANCY. , 10' LANDSCAPE NSF+ BUEEFP THOMAS M. MADISON AND )WIFE, HENRY ETTA MADISON 6. THE 6 WOODEN SCREEN FENCE ALONG WINDSOR6 WOODEN 10 P.U.E._ 9.143 ACRE TRACT POINTE APARTMENTS WILL BE INSTALLED AT THE ""'� . SCREEN FENCE r BEGINNING OF THE DEVELOPMENT OF THE SITE AFTER .I • j/� VOL. 100, PG. 625 CLE � r L 20 P.U,E. ,,. THE CLEARING OF THE SITE. SNOW FENCING • y EXISTING BUILDING ZONED C 1 WIL ED A MINIMI M OF 10 FROM THE (. WINQ,SOR POINTS APARTMENTS - Lill . � ( INSTALLED WOODEN FENCE TO INSURE THAT NO :.I •' I EXISTING ,_ _ EQUIPMENT OR MATERIALS ARE STORED IN THIS �. PAVEMENT f �', AREA. THE SNOW FENCING WILL BE 1 I I NSTAL.�ED AS , .. ' . . , ---- _ �„ \ SOON AS POSSIBLE AFTER THE SLAB AND ADJACENT -t� PARKING AREA ARE POURED BUT BEFORE ACTUA Lco � �s � ��P LOT 2 CONSTRUCTION OF THE HOTEL STRUCTURE BEGINS. VICINITY .� � WINDSOR POINTE VOL. 2354, PG. 257 IRRIGATION NOTES: �o .„� �-� ,i1 IRRIGATION SYSTEM MUST BE PROTECTED BY (PLAT) , EITHER A PRESSURE VACUUM BREAKER OR REDUCED PFJ ZONED R-4 PRESSURE PRINCIPLE BACK FLOW DEVICE AND -. ALLED AS PER CI ORDINANCE INST TY 2394. • 30 15 30 � Z2. ALL EVICES MUST BE INSTALLED ANDSCALE IN FEET• � TESTED UPON INSTALLATION AS PER CITY ORDINANCE �/ 234. O Cf) cznvL-L, � d Ln Q i c\, `t � - hi w z f m o w I d- J - Z� 0 O ,. 11 i Q Qwi co U� Lil _j cn G1 CD LL I O a U LJJ V J 77 .) Ll> Lli fy O , n VJ NN 1.f... O LL_ Ld Lli� cV)n �0 t Qt!f o I a Z <L I m 00 «'i• .z f . E I r -}-� _ . P E C . 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I,- G V) rn PARKING ISLAND 539 SF BUILDING Laws I ( 508 SF PARKING ISLAND SETBACK i Lin _ +U 497 SF O ..... �! 0 r- p' I' s - qwr (77 GENERAL NOTES: C� U Y, I I•.. I `ti;, ,. 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION r r AND VERTICAL POSITIONING OF EXISTING UTILITIES O T E ( I. {� _ AND SERVICE LINES WITHIN THE PROJECT AREA � • ,. : - I �, :, , WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 (,I ` I I PARKING ISLA D �:- 195 SF , , - HRS-. PRIOR, TO ANY CONSTRUCTION. CONTRACTOR IS 5' SIDE RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING 15, REAR ( -LIT S - - UILDING I I I LANDSCAPEIRRIGATION FACT IE . CALL 1-800-DIG-TESS. R GATION SLEEVE . , . ,�, .-.. BUILDING PARKING.,ISLAND 1•_'.",' I ETBACK 2-4" PVC (TYPICAL) '-;•� ( I I SETBACK 195 SF - 2. TME DEVELOPED AREA FOR THIS PROJECT IS 764 PARKING ISLAND I` _ • .. I ( ( :I,:,,>.. ACRES1 20,400 SF) 169 SF I• •I I .".•:I;-. ,« 'SUBJECT PROPERTY IS CURRENTLY ZONED C-1 .••,...4. IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED - _ 1 "' 0 THE IRRIGATION •`.,.;` N N PLANS. .. _- - - • _ , " " " µ • - " " -THE IRRIGATION SYSTEM MUST BE APPROVED ANDLd a - INSTALLED PRIOR TO ISSUING A CERTIFICATE OF _ — — — - — - OCCUPANCY. , 10' LANDSCAPE NSF+ BUEEFP THOMAS M. MADISON AND )WIFE, HENRY ETTA MADISON 6. THE 6 WOODEN SCREEN FENCE ALONG WINDSOR6 WOODEN 10 P.U.E._ 9.143 ACRE TRACT POINTE APARTMENTS WILL BE INSTALLED AT THE ""'� . SCREEN FENCE r BEGINNING OF THE DEVELOPMENT OF THE SITE AFTER .I • j/� VOL. 100, PG. 625 CLE � r L 20 P.U,E. ,,. THE CLEARING OF THE SITE. SNOW FENCING • y EXISTING BUILDING ZONED C 1 WIL ED A MINIMI M OF 10 FROM THE (. WINQ,SOR POINTS APARTMENTS - Lill . � ( INSTALLED WOODEN FENCE TO INSURE THAT NO :.I •' I EXISTING ,_ _ EQUIPMENT OR MATERIALS ARE STORED IN THIS �. PAVEMENT f �', AREA. THE SNOW FENCING WILL BE 1 I I NSTAL.�ED AS , .. ' . . , ---- _ �„ \ SOON AS POSSIBLE AFTER THE SLAB AND ADJACENT -t� PARKING AREA ARE POURED BUT BEFORE ACTUA Lco � �s � ��P LOT 2 CONSTRUCTION OF THE HOTEL STRUCTURE BEGINS. VICINITY .� � WINDSOR POINTE VOL. 2354, PG. 257 IRRIGATION NOTES: �o .„� �-� ,i1 IRRIGATION SYSTEM MUST BE PROTECTED BY (PLAT) , EITHER A PRESSURE VACUUM BREAKER OR REDUCED PFJ ZONED R-4 PRESSURE PRINCIPLE BACK FLOW DEVICE AND -. ALLED AS PER CI ORDINANCE INST TY 2394. • 30 15 30 � Z2. ALL EVICES MUST BE INSTALLED ANDSCALE IN FEET• � TESTED UPON INSTALLATION AS PER CITY ORDINANCE �/ 234. LO L----= —J L-- — —J iMY if N y` I I i I\ 1 i\ T :.:.y. LO 1/211 1 2 1 -4 / / „ 5 GENERAL NOTES: 8- 2- _._......._................_...__....._....._._............ „ 1 I - 2 / 9 10 _ I. General 1) The foundation is designed for loadings for a typical one and one-half to two story, residential, wood frame structure with the layout and dim nsions shown on this sheet. 20 Y 2) The seal on the accompanying drawings applies only to the indicated foundation for the specifically named gym room addition and site and not for other structural siXA n a�z YJ'r .E .X...... f b •3 3aE y'�v,�p�.¢¢ Y3T uiC ;5.`rs`: 'I � n. PLAN . . undatian but rather, is AND routed away in an expeditious manner prior to discharging. 4 1 1 = DETAILSON I 5 Construction methods procedures and sequences are the responsibility of the contractor. The contractor shall take I } , p q p y a a t e al necessary means to ri arnta€n and protect the .~�:5"�•-m,> �1t`x..u�.��, et3as�'`w�kiFu�s��:� ., .�3�'-� ca. structural integrity of existing and required construction elements at all stages of the project. AS NOTED i II. Foundation/Subsurface Soils Investigation 3 1} Na geotechnical study was performed for the proposed addition,Values of foundation soils as subsequently presented and which are believed a be conservation were used in the design of the foundations stem. Nevertheless some movement of the shallow foundation system should b anticipated a result 9 Y e a eipated as of shrinking or w I` , k g s el €ng movements of the foundation soils, we recommend that a sites specific geotechnical stud be performed to confirm th p g y p e assumed foundation s it properties and to minimize the risk of unsatisfactory foundation performance. . 4" Concrete Concrete 2) The owner shall contact the foundation engineer following the performance of the geotechnical study to determine €f adjustments in the fours Min. 4 - ation design are necessary. - #3 Bar 12" OCE1N III. Site Pad Preparation " .......__ / 1) All vegetation and unsatisfactory support soils shall be removed from the building area and the exposed sub rade of the excavation tested b Min. � Concrete -,, 6 inti Poly :.......... �, ,� g p g roof rolling the soil with a p g i ,� Provide 1/2 x 10 Gal. Anchor Bolt Eve 4 and 10 -ton pneumatic toiler. Any weak soils exposed by proof rolling shall be removed and the base of the excavation shall then be compacted to .. ......... :..._.. # Bar 12 OCElilt ,, \ Every p , a density corresponding to � Y p � _ KS ...... \ --_------.. as required at least 95 percent of the maximum dry density determined by the Standard Proctor Compaction test (ASTM Q698) at moist€.€re contents in t � mil Fol -- Cushion Sand ,, � � Poly \\ e range of the optimum j" �, l' i moisture content (OMC) to 4 percent above the CMC. J 3 x #6 Rebar ., a � Y es. . 0 U U A T I 0 E T P r 3 The finished floor elevation should . 0 0 � I I T .� C A E ) ,Quid be at least s triches above finished rade immediate) surrounding the existing building and building additi g Y g g g 9 'I � n. PLAN . . undatian but rather, is AND routed away in an expeditious manner prior to discharging. 4 1 1 = DETAILSON elements car for an other sit I � m"'111011 � Y es. . 0 U U A T I 0 E T P r 3 The finished floor elevation should . 0 0 � I I T .� C A E ) ,Quid be at least s triches above finished rade immediate) surrounding the existing building and building additi g Y g g g 9 'I � n. 4 Positive'draina e snail be es structure so that 9 9 9 } g established around the st uc at storm water does not flow towards the structure or pond adjacent to the f . . undatian but rather, is 7/22/201 routed away in an expeditious manner prior to discharging. 4 1 1 = • 5 Construction methods procedures and sequences are the responsibility of the contractor. The contractor shall take I } , p q p y a a t e al necessary means to ri arnta€n and protect the .~�:5"�•-m,> �1t`x..u�.��, et3as�'`w�kiFu�s��:� ., .�3�'-� ca. structural integrity of existing and required construction elements at all stages of the project. AS NOTED II. Foundation/Subsurface Soils Investigation 3 1} Na geotechnical study was performed for the proposed addition,Values of foundation soils as subsequently presented and which are believed a be conservation were used in the design of the foundations stem. Nevertheless some movement of the shallow foundation system should b anticipated a result 9 Y e a eipated as of shrinking or w I` , k g s el €ng movements of the foundation soils, we recommend that a sites specific geotechnical stud be performed to confirm th p g y p e assumed foundation s it properties and to minimize the risk of unsatisfactory foundation performance. . 4" Concrete Concrete 2) The owner shall contact the foundation engineer following the performance of the geotechnical study to determine €f adjustments in the fours Min. 4 - ation design are necessary. - #3 Bar 12" OCE1N III. Site Pad Preparation " .......__ / 1) All vegetation and unsatisfactory support soils shall be removed from the building area and the exposed sub rade of the excavation tested b Min. � Concrete -,, 6 inti Poly :.......... �, ,� g p g roof rolling the soil with a p g ,� Provide 1/2 x 10 Gal. Anchor Bolt Eve 4 and 10 -ton pneumatic toiler. Any weak soils exposed by proof rolling shall be removed and the base of the excavation shall then be compacted to .. ......... :..._.. # Bar 12 OCElilt ,, \ Every p , a density corresponding to � Y p � _ KS ...... \ --_------.. as required at least 95 percent of the maximum dry density determined by the Standard Proctor Compaction test (ASTM Q698) at moist€.€re contents in t � mil Fol -- Cushion Sand ,, � � Poly \\ e range of the optimum j" �, l' i moisture content (OMC) to 4 percent above the CMC. J 3 x #6 Rebar ., � �, � _ ". Cushion Sand .........; �, ;' j \ j 2) Select fill shall have a plasticity index (PI) between 7-15 and be compacted to a minimum density of 95% to 100% of the maximum density cetermined I using the m"'111011 i 7/22/201 i College Station, Texas __..._.. A \ i Standard Proctor Compaction test ASTM 0698) at a moisture content in the range of the optimum moisture content OMC to 4 percent abo ` the OMC inclusive. 112 Fiberboard Expansion Sealed with SL1 P ( p (OMC) p , - �- 3 x #6 Rebar , � 3 A 4 layer f cushion a 11 ed and under to aid with grading a t ) y asand shall be iliac e gad g rid to serve as a capillary moisture barrier. # 3 Stirrup 13 O� � .� •> � � u�, � ..: � � P` _— �+ �t�� Vis.,': z. � m V „ i / �' - a........• .; ..::. # 3 Stirrup 18 �� Foundation _ •���.��,�..� `�.:�.� � :��;- �.�:.� .�: IV, Founds on Construction - ..: �. 4�/Existing 1) The dimensional depth and width of the footing excavations should be verified by trained personnel =, Grade Beam = j a i / 2 The base of the footing excavations should consist of very stiff clays and shall observed s �r ) 9 rY Y be able ed by a person competent in the field of geotechnical engineering. The base of Slope away from Slab a min of Y any footing excavation shall be clean and free of soils cave-in material, other debris, and standing water, ,.., / _ . _................ __. .. it 3 in the fire five 'fee~;. 3) An allowable bearing capacity of 3,500 pounds per square foot was assumed for the design of the foundations stem. The sti-en th of the soil 'at the base of the footings cY) �� should be verified through observation and b y performing a pocket penetrometer test at the base of the: footing excavation at a rat of a r xirnatel one 1) test every ../_ 18 #6 REBAR 16 O.C. (Dowel to Existing Gree Beare) � Y p g p p � e pp Y O tee y 25 linear feet of footing length, The pocket penetrometer should indicated an unconfined compression test reading of at least 3.0 tons per sqL are foot. 3 x #6 Rebar V. Concrete 13 x # Rebar 1} Concrete shall be normal weight and reach a minimum compression strength of 3,000 psi at 28 days, with a maximurn aggregate size of one rich. i i 2) The compressive strength shall b verified b making test sets of cylinders during placement. Each test set should consist of four (4) cylinde s with one (1} set being ExistlrVapor Barrier to Prop. - / cast during the p placement of ever 50 cubic yards of concrete laced. At least one 1 h Vafior Barrier 9 p Y Y p Osets Quid be made for each days placement, One (1) cylinder from each set should be tested at 7 days for information, two (2) cylinders should be tested at 28 days for conformance., and one (1) should be held in rese ve• 3) Mixing, transporting, and placing of concrete shall conform to AGI 301. I p SECTIO( 02SCAEE Dig Out Existing Vapor Barrier 4 A trowel finish to the building interior floor slab surface shall conform to ACI 302. A broom finish to exterior slab surfaces shall conform to ACI 302. SECTION 01 SCALEand Wrap Around Prop. Seam.. � � ) g p 9 9 9 5) All exposed corners shall be tooled joint oi- a 3/4" chamfer- as directed b the contractor, unless otherwise noted. 1 — 6) Variations in the slab drops sha!l not be greater than 1/8" along a 10' straight edge. / 9 9 9 _._ _ _ __ 7 Exposed beans surfaces shall be rubbed and routed to remove all honeycomb. —__ 8 Concrete faces sisals not deviate more than 3/16" from the Ian, , .....� . �,. ��.�..c_...�.,.,:� IV. Reinforcin Steel 1) Reinforcing bars shall conform to ASTM A615, Grade 60 deformed bars, 2) All reinforcing steel shall be fabricated in accordance with the latest issue of the ACI 318 cads. 3 Placement of all reinforcing , " } g steel, including laps, bends, and splices, shall conform to GRSI standards and the latest issue of ACI 318 code. Re nfarcing steel shall not be tack welded, welded, heated, or cut, unless indicated on the contract documents ora roved b the foundation engineer. +—~ OF T;,%j 4 Reinforcingetas! designated „ pp Y g �E,,.......F g as continuous shall lap a minimum of 40 diameter bars at splices unless noted otherwise, �P• '•:��,�� rte: - ; a .i .* Reinforcing steel splices in grade beams shall be located mid -span of supports for bottom bars and at the centerline for top bars. Splices in slab reinforcing shall be.► . ,' „ staggered, I � M.F. CONLIN JR. Min. 4" Concrete Mi C __....:................ f Min. Concrete ............................. .� —\i „ 5) Provide top and bottom corner bars at all discontinuous ends of beams, Use corner bars corresponding to largest bar size being lapped with le gth of each segment of i� 44481 0; #3 Bar 12 t CEVV -P ; ; \ corner bar equal to 40 bar diameters, alternatively provide ACI hooks for to and bottom bars at discontinuous ends of all rade beams. �j 0T•., 0 � ,. �,.► 6 mil Poi ...._.............. ....... 6 mil Poly- --- p >, .. ,� s T E,..• Y / „6) Concrete cover far deformed reinforcement: itis ss ••.....• �Gt ...Provide 1/2 x io Gal. Anchor Bolt Every 4 and'� �' h �oniar_ E..- \ ,, ......._. a, Concrete cast agonist and permanently " exposed to earth - 3 %'ONAL`�"' Cushion Sand _.... ! as required Cushion Sand p Y 2 x #6 Rebar b. Concrete exposed to backfilled earth or weather: \ „ r, No. 6 bars and larger - 2 ► CJ1 \ \ i ,............ #3 Bar 12 OCEii�/ 1QA 1J ii. Na. 5 bars and smaller - 1 1/2" 6 ...._.._._ 3 x #6 Rebar . t i = •a - 7) All slab reinforcement shall be supported shall be adequately supported by chairs. Any puncture of the polyethylene vapor barrier caused by t e chairs shall be repaired, N �.. in # 3 Stirrup 13" OC — :..... _ 8) Reinforcing bars shall be secured at every intersection with. wire ties.. 9 A 6 -mil polyethylene v apor barrier ;hall be placed under all concrete. Tears and joints in the va or barrier shall be repaired by lapping the polyethylene a linimurrof 6 G and taping the joint. (fl s, p D /_ . # 3 Stirrup 13 OC /CIO� Slope awe from Slab a min of _� /' p Y (y , n / / THE FOLLO�NING ASSUMPTIONS WERE MADE IN C}RQER TO FORMULATE THE PRESENTED FOUNDATION 3 in the first five feet. / /i//////I DESIGN: _ / / ,� #6 Rebar 1) Climatic Rating: 22 i. M i / 2) Allowable seating Capacity: : 3 500 psf - 3 x a Rebar . „0 3) A plasticity index (PI) of 50 was assumed to a depth of 10 feet below the established ground surface: Existing or Soil Compact Select Fill 4) Weighted PI: 50 p 5 it So Support Index: 0.69 SECT10IN 03 SCALE SECTION 04 SCAL E 99 9 12 1 1/2 = 1 7/22/201 i �a imii, .~�:5"�•-m,> �1t`x..u�.��, et3as�'`w�kiFu�s��:� ., .�3�'-� ca. AS NOTED 4 3 i I i