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HomeMy WebLinkAboutPlans1 I g I � • IIENCHM%+R � I I I I g i 0 z I I I � • ,,. W O� i I I I g I I I T.979260.6963 ��` i o Z I - _,- - - - , ! I F.979.260.3564 0 Q J i UN T W t _ 77=— — — — — •--------�T: .� — Ufn ` — — — W - - - - L tY, -'----"-'-�•Yi:"--- -•---- e--- .. ..._� -,_,.x " . ..........—. r Zo 3 rOLLEGE STATION. TX 77840 51 NQtSTiY DRIVE EAST — m ..- ` �•. _ SURE 2 4 TEXAS AVE. PLAN r4 DESIGN SPECIAUSrS IN CML ENGINEERING •HYDRAULICS HYDROLOGY • UnUrIES • SMEEIS ........eo' Sh o ...01... "Site--P-1�0--�"_:_::::::::::::::::::::::::::::::::::::: _...... ....-_.._"._.'......::-:::::::::::::::::::::.:::.......... ._............_....for ©e ciils::::::::::::::::.._:::::::_...::::::::::::::::::::..:......:::.:::::::::::::_-..:..........- ,,,,,,,,,, _,,,,,, SITE PLANS•SUBDMSIONS , , , www.mitchollandmoroan.com ,—Ex. CurbcE..°F...TF Parkin Area Removc€1 by TO T Prop. Curb * .:............................. *. 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U A` , x # 3 tiPrt t ti �ky,Y UkttJ f, it,'� �i 1 C )i tr' 'VtT I ppm F Yi.rA^i'" F ,I �4 �)uiPt ylJ{I +:*r'f fi y'9•R;t{ir \TU. t -r rV Ci , t C7,rll ^. rS to'LJ '/•LtY1 i K1. .i�5; �,:i • \E wryrwr �br■ xy7c• tfi J.. �x•'F, Cr,i•`+i ?,+sr iit>,i"r15 .dy r4('^l'.SR iJ$�F, PwM®� v V -FX t � r Y4 dx�� s'I. ��^,,I.k �i S -i 1 r !t•.5 A. Sy �.j^4p T a� a L •s. ry t i Utl ,e �l.nfe gape■S `µ QA= COMPLIANCE ,i Proposed Parking Layout rr. } ,�?*'nAzth ry r-yrly�t �r t__jj^•-e'tttq'fT.P 1 F � r �ur< aA4, l�.1 I �1h } x, arljl y �R.�/r r+�y4 ��r �th'e sitki.'`ia !y iu.. a 2• 1 �.f.L�-��+ �1yi�'`t^3��Yti I � 1 r 7~D}r� N i '4 f�- i".,�Fi3'v� i'1 F Ill rrSt6 Lr t'kt (t j•5}S t t� yid AUG 07200 ' T> F ,. � x.„�X• y,4 x4,kk'4;.'+:t,-Y..nLR ,..,.v r. _ Proposed Property Line COLLEGE STATI ` 2 1 Existing Property Line ENGINEERING 10 m. — d O 2 �� QL Driving Direction w �Square Foot Required. Parking Provided Parking 2 I Target BP (Dayton Hudson) ! 121,655 487 499 Q!. Hastings Center 90,176 361 429 n TOTAL 211,831 848 928 Polar—Bek Lot 1 Replat I REVIEWED FOR p � Owner: Dayton Hudson Corp. COMPLIANCE Zoned R-6 Property Tax Dept. Address: r 1000 Nicollet Mall AUG 0 G 2007 C 0001 Minneapolis, MN 55403 COLLEGESiATION I Project Location: 2100 Texas Avenue South DEVELOPMENTS�RVIGES . Legal Discription: Kapchinski Hill, Lot 2, Acres 8.83 Zoned: C-1. Of 3 Sheet` '., S:V),gWNkr✓i-'fm9elredo10858.00.overM 0m.rla•9, M. 14 Z18al PM, 1:50 annin File �*.o. ..__- 710007 7:28:07 PK 1:20 2" Irrigation Sleeve (typ.) new planting areas as neeaeo =1=11m,. . .......................... SYMBOL QUANTITY SIZE COMMON NAME (BOTANICAL NAME) UNIT PTS. TOTAL PTS • 88 5 gal. Indian Hawthorne (Rhophiolepis indica) 10 880 g 2.1 "-3.4" Cedar Elm (Ulmus crassifolia) (Interior) 150 900 18 2.1"-3.4" Cedar Elm (Ulmus crossifolio) (Streetscape) 150 2,700 ® 4" Asian Jasmine (Trachelospermum osioticum) 0 0 Field Verify Sq. Ft. Common Bermuda Sod (Cyndon dactylon) 0 0 NOTES: 1. Irrigation is existing and will be extended to all new islands. One island will be constructed with stamped colored concrete as shown on the site plan. 2. 100% coverage of groundcover, decorative paving, rock, or grass is required in all parking lot islands, swales, and drainage areas, setbacks, right-of-ways and any property disturbed during construction. TOTAL 4,480 T.979.260.6963 F.979.2603564 511 UNIVERSITY DRIVE EAST SUITE 204 30LLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CML ENGINEERING + HYDRAULICS HYDROLOGY + UTILRIES « STREETS SITE PLANS +SUSOINSIONS www.mitchallandmoraon.com N ry O O �V A♦ MJ J � �r h r REVIEWED FOR Q COMPLIANCE AUG 0 6 2007 COLLEGE STATION DEVELOPMENT SERVICES � yFo7 0`1111111111PIanning F'11e Copy Q�Of 3 Sheets ry J Z U) Fy ---:--y--------------------------•------- ------------------------------ --•--------------------------LIJ U) - Cn II ------- �_ _-`- `---_- Prop. Median ...,.°-----------------------------------------------------'--------__,,....,---.�..-_----_-`--`----"--`-----�°---_'-`--- TEXAS AVE. Silt Fence �\ TxDOT - - - - - L 20 24 R-2 DRIVEWAY -4o SF 1 I 741.00' FCtoFC I I I I� I I i i t 1 I I. Lot 1, Block 1 of /. Kopchinski Hill Subdivision HEB Store Property CO#1 P.O. Box 839999 1 San Antonio, TX 78283-3999 I� I ( Ex. Curb GENERAL CONSTRUCTION NOTES: Pp 1. It shall be the responsibility of the Contractor to verify the exact ? ' 6.0" location of ALL existing underground utilities. Furthermore, the ' Contractor shall contact all utility company representatives a minimum 1'-3.0" of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 b. Contact Kimberly Winn ® ATMOS 774-2506 -� o C. Contact Mike Lavender ® Suddenlink 846-2229 " L Q 3'0" O - d. Contact Isabel Cantu ® BTU 821-5770 ----------- Q� e. Contact Mitchell Gas ® 779-4460 -------------- _ _ ._ _ _ _ : r = Lon itudinal 0.5"0- 3'0" _ s f. Contact Union Pacific Resources ® 778-8525 _- M o #4 Rebars) o tO tO 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2' 2004, and BCS Unified Design Details. All inspection shall be performed ® by the staff of the City Engineer of C.S. All construction shall be TYPICAL SPILL CURB coordinated with the City of C.S. City Engineer. 1 inch = 30 fee 3. In lieu of using the construction materials indicated in these & GUTTER SECTION Plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for _ _ _ - - - - _ _ _ NTS changes should include product information and an engineers seal _ - • - - - - - - - - - - - - - where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based :on R Note: Crushed Limestone or Type "8" contractors requests. 0, ?S 6 0" be included in the price of the curb. HMAC Material underneath curb shall 4. Trench Safety Requirements shall be in accordance with O.S.H.A. ° Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. Prop. Edge of Sidewalk Prop. ........ =-__rr=..______,,.:_. _-------- � 2S+ conform to the specifications set out herein. Testing shall be provided Silt Fence_ _ Y : laboratory, at the Owner's expense, to verify these y a certified h r ", ', , 5 , -- - p standards. Any retesting due to substandard work shall be at the q _, • p F ,s. t� ,., x _- ,. New u - : _ _ ; _ V o r expense of the Contractor. Structural areas shall include N Curb tyP•) 3.0 ,>., �"i,4: '�"..+>,,'L4„ = +7 ; . •^ N'• - - - - _ _ _ _ - n - _ - - _. 00 N all sidewalks ck'. a ._ °__ < ' ' .t ` ""'' T' -• SGS, • ?,n i �; • •. ° •. °. ° ° ° .. _ • . ° . Longitudinal 0.5"0 M r� and shall extend 5' beyond the curb lines of all streets, alleys and rr-^ o parking areas. etch Existing TxDOT R. )OW. n =2515' Island 6 back Line 1 o comply with all State d • 6 It is the responsibility of the contractor t AREA= R=9.5' 1 R=24.5' et . I- - - - - - - - - - - - - - - - - verheaderaowe I lines. Addi Sona ly, the contractor aRegulationsi do activities near energize ll coordinate all EA =402 S AREA=402 S AREA=402 S !' AREA=402 SF 124 SF. m proposed 7 Amat rale Sc laborures with the not I identified as a fSeparaate Electrical8 d lt Division. rrigation Sleeve & _V R=9.5 L`.` I All TYPE 1 CURB &GUTTER SECTION NTS be considered subsidiary to the item in which it is used. I materials tom- Irri anon Line Ext., TYP _ O T ('� A / 1 I / 1 1 nu7uue wr"ud ..e�, and equipment shall be both furnished and installed unless otherwise 7 -- -68, Pumm: 02 Jul 2002 - 9:57 m" noted. New Curb 1 ( P) "tot 3. Block..1, of•' i R8 B. The Contractor must provide construction staking from the STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES r omme c.wm6bs-aWCo t-PPP-ecsd.7 GENERAL PtomR 25 M 20(14 - 4:40 pm 1. All contractor vehicles, including employee's vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will provide sufficient- parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project. 2. Contractors shall ensure that no dirt from the project accumulates in the existing street. If dirt or debris from the project site accumulates on adjacent street, the contractor shall immediately clean those areas. 3. Contractor shall place erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. I If required on the plans, the contractor shall maintain a vehicle wash down area of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the' work site. 5. Once vegetation is well established contractor is responsible for removing all temporary ryerosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. Alternate 7. structural controls may be utilized if approved b Engineer. Y n neer. PP Y 9 8: The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. When joining two or more Silt Stop" Fences tie 1 9 the P two end posts together with nylon cord. PLATTED: 188 Sep ep 2 2003003 - 17:50 9m Wooden or Metal Post, information provide on these plans. Min. 3' Length (1 1/2' exposed) 1 irrigation system located on the site to the new island locations. max 10' spacing 9. 9. All soil exposed by construction if not slated for other plantings Ground Line 1 1 the Target Shopping Center and not field surveyed information. The Bury toe of Silt Fence Lot BR Parkway Donald aza, ase 6 Ball 6." below proposed grade Saw cut to provide neat edge of existing n > ^ Ground Line Existing it & Co.D , curb. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, 1713 Broadmoor Bryan, TX Dr., Suite 208 REh� 05ED DESCRIPTION: Existing Ground This item shall govern the mixing and placement of cement stabilized sand as a trench backfill material or 77802-5220 PROP 19. The contractor is responsible for assuring there is adequate and SILT FENCE DETAILS NTS I 7i8rIW5.4/:43 PM, 1:30 A. SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the Silt Fence, "Silt Stop" or approved equal Min. 24" Overall 6" x 6" Trench Compact trench backfill to prevent "washout" Block 1 of I Hili Subdivision Jaen Corp 800 icollette Mall AN 55493--7547- Ex. 5 - STRIPING Contractor shall be responsible for the "layout" of the striping plan in the field and stripe as shown on this sheet. All paint and glass beads used shall conform to TxDOT Standard Specification 666 Type 11 with glass beads. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall conform to the guidelines in the contract documents and those contained in the Texas MUTCD. Drill & Epoxy #3 Bars x 18" Storm Drain ® 12" O.C. Concrete Inlet Gutter Pan � A Notes: <.:• 1. Epoxy per TxDot Std. Spec #575 2. Bars shall be drilled at least 24 hours after .- concrete is poured. 3. This work is not a separate pay item. SZi W OWN /NL£l/C= & GL�� FOR USE AT ALL STORM DRAIN INLETS I'MOMe FN!-dd&nW-mmwA g Pn rrM. 02 Oct 2006 - &V a0 LIMITS OF - EXISTING 1 1 2 HMAC T 0 BE REPLACED LACED BY TYPE" - D" 1 1 2" HMAC 1-1/2" * HMAC 8"* Crushed Lime - Type D stone Base Existing Parking Lot Cement Stabilized Sand * OR MATCH EXISTING, WHICHEVER Trench Width IS GREATER When Applicable for Irrigation Lines ASPHAL T PA VEMENT REPAIR SECTION NTS MOVAe a+ENan-OWWRA y PLOTIEE0: 02 Oct 2M - 8.20 am Ex. Propp. line (typ-3 Contractor to LEGEND L £. Proposed Island Areas Remove all asphalt base ai2y'3 & curb FA Existing Island (Curb be removed &area patched with asphalt) -x-x-x-x- Silt Fence j • t N New Curb (typ•)-, Inlet to Remai positive *0 FILENAME w8 there be any ponding of water after construction that is a direct result PLATTED: 188 Sep ep 2 2003003 - 17:50 9m G GIJ information provide on these plans. 16. The contractor is responsible for the extension of the existing 1 irrigation system located on the site to the new island locations. 15 9. 9. All soil exposed by construction if not slated for other plantings 1 1 1 the Target Shopping Center and not field surveyed information. The and groundcover shall receive cellulose fibermulch seeding. Lot BR Parkway Donald aza, ase 6 Ball R8 ORO Saw cut to provide neat edge of existing 10. Trenches may be left open overnight if properly barricaded. y P g P P Y c/o Kovak & Co.D GUR curb. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, 1713 Broadmoor Bryan, TX Dr., Suite 208 REh� 05ED DESCRIPTION: and any other Public or Private Utility, etc. are not separate pay This item shall govern the mixing and placement of cement stabilized sand as a trench backfill material or 77802-5220 PROP 19. The contractor is responsible for assuring there is adequate and items. The Price of the adjustment shall be subsidiary to the �Ist'ng I 20. All radius shown are measured to the back of curb. A. SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the construction of the Parking Lot. following requirements: 1 /, 2. Deleterious materials: 12. The contractor shall coordinate with Atmos, Suddenlink (a) Clay Jumps, ASTM C142; less than 0.5 percent. MHERE APPLCARI FF 1 (c) Organic impurities, ASTM C40; color no darker than the standard color. Communications, BTU, and Verizon to adjust the location of Existing CRUSHED LIMESTONE BASE MATERIAL SHALL BE B. CEMENT- Type I Portland Cement conforming to ASTM C150. COMPACTED TO A DENSITY AT LEAST 100% C. WATER- Potable water, free of oils, acids, alkalies, organic matter or other deleterious substances, OF MAX. DRY DENSITY AS DETERMINED BY facilities. v`'=1 AND SHALL BE 0% TO 47 WETTER THAN OPTIMUM I MOISTURE CONTENT. REQUIREMENTS FOR DESIGN: Design sand -cement mixture to produce a minimum unconfined compressive strength of 50 pounds per 13. The contractor is responsible for traffic control. This is not a square inch in 48 hours and 100 pounds per square inch in 7 days. All compaction shall be to 95% in 8" LIME STABILIZED SUBGRADE MATERIAL SHALL BE accordance with ASTM D558. All curing shall be in accordance with ASTM D1632 and tested in 1 accordance with ASTM D1633. PROCTER COMPACTION TEST ASTM D1557 Mix shall contain a minimum of 1-1/2 socks of cement per cubic and for p y general purposes. Mix for use as AND SHALL BE AT A MOISTURE CONTENT separate pay item. EQUAL TO OR A MAX. OF 4% ABOVE OPTIMUM mixes shall have a moisture 'content between 0% to 2% above optimum MOISTURE CONTENT. MIXING: EXISTING S UBGRADE SHALL BE SCARIFIED AND A. Thoroughly mix sand, cement and water according to the mix design using a pugmill-type Leave 15" of rebar of the 14. No spoil areas are available on this site. DENSITY AT LEAST 95% OF MAX. DRY DENSITY proportions. AS DETERMINED BY STANDARD PROCTOR COMPACTION B. Stamp batch ticket at plant with time of loading directly after mixing. Material not placed TEST (ASTM D698) AND AT A MOISTURE CONTENT EQUAL TO OR A MAX. OF 47 ABOVE OPTIMUM and compacted within 4 hours after mixing shall be rejected. removed curb and tie it to the rebar of the new curb. 15. THERE IS NO GRADING INFORMATION PROVIDED ON THESE PLANS. +3irr A. Place cement stabilized sand mixture in 8 -inch lifts and compact to 95% of ASTM D558, PROPOSED 6" CURB REVIEWED F 1 ° 0% to 2% above optimum. Perform and complete compaction of cement stabilized sand mixture within M The Contractor is responsible for assuring the correct curb (spill or ��r a Island are6 o e solid catch is chosen and ) grades on the curbs are set for positive "'Dz= od withe da sod, extend in do system CONNECT TO EX/ST/NG CURB DETA/L drainage toward the existing drainage system. If any of the new curbs o this isF d rea will preclude positive drainage the Contractor shall contact the Engineer t we 1 NTS immediately for a resolution to the drainage problem. In no case shall FILENAME w8 there be any ponding of water after construction that is a direct result PLATTED: 188 Sep ep 2 2003003 - 17:50 9m of this construction. 1 16. The contractor is responsible for the extension of the existing 1 irrigation system located on the site to the new island locations. I 17. THERE IS NO BENCHMARK ESTABLISHED WITH THIS PROJECT. These drawings were prepared based upon construction drawings for 1 1 the Target Shopping Center and not field surveyed information. The Contractor shall use the TxDOT right-of-way to begin his layout work. All layout work must be completed prior to construction. If the layout work reveals site conditions that will not allow the dimensions as depicted hereon, the Contractor shall notify the Engineer immediately for resolution. CEMENT STABI I FD SAND BACKEILI BEDDING SPECIFICATIONS: 18. TxDOT will be removing the pavement between the old Texas Avenue right-of-way and the new Texas Avenue right-of-way. This DESCRIPTION: contractor is responsible for the removal of all pavement within this This item shall govern the mixing and placement of cement stabilized sand as a trench backfill material or property as shown hereon. bedding material. Placement shall be in conformity with the typical sections shown on the Plans or as described in the Special Provisions. 19. The contractor is responsible for assuring there is adequate and safe traffic control onsite during construction. MATERIALS: 20. All radius shown are measured to the back of curb. A. SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP or SM by the United Soil Classification System of ASTM D2487. 2. Deleterious materials: BASE 1% SUBGRADE COMPACTION REOUIREMEN75 (a) Clay Jumps, ASTM C142; less than 0.5 percent. MHERE APPLCARI FF (b) Lightweight pieces, ASTM C123; less than 5.0 percent (c) Organic impurities, ASTM C40; color no darker than the standard color. (d) Plasticity index of 4 or less when tested in accordance with ASTM D4318. CRUSHED LIMESTONE BASE MATERIAL SHALL BE B. CEMENT- Type I Portland Cement conforming to ASTM C150. COMPACTED TO A DENSITY AT LEAST 100% C. WATER- Potable water, free of oils, acids, alkalies, organic matter or other deleterious substances, OF MAX. DRY DENSITY AS DETERMINED BY meeting requirements of ASTM C94. MOD. PROCTER COMPACTION TEST ASTM D1557 AND SHALL BE 0% TO 47 WETTER THAN OPTIMUM MOISTURE CONTENT. REQUIREMENTS FOR DESIGN: Design sand -cement mixture to produce a minimum unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pounds per square inch in 7 days. All compaction shall be to 95% in 8" LIME STABILIZED SUBGRADE MATERIAL SHALL BE accordance with ASTM D558. All curing shall be in accordance with ASTM D1632 and tested in COMPACTED TO A DENSITY AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY MODIFIED accordance with ASTM D1633. PROCTER COMPACTION TEST ASTM D1557 Mix shall contain a minimum of 1-1/2 socks of cement per cubic and for p y general purposes. Mix for use as AND SHALL BE AT A MOISTURE CONTENT sanitary sewer embedment within 9 feet of waterlines shall contain 2 sacks of cement per cubic yard. All EQUAL TO OR A MAX. OF 4% ABOVE OPTIMUM mixes shall have a moisture 'content between 0% to 2% above optimum MOISTURE CONTENT. MIXING: EXISTING S UBGRADE SHALL BE SCARIFIED AND A. Thoroughly mix sand, cement and water according to the mix design using a pugmill-type RECOMPACTED TO 6 DEPTH, COMPACT TO A mixer. The lent shall be equipped P q pped with automatic weight controls to ensure correct mix DENSITY AT LEAST 95% OF MAX. DRY DENSITY proportions. AS DETERMINED BY STANDARD PROCTOR COMPACTION B. Stamp batch ticket at plant with time of loading directly after mixing. Material not placed TEST (ASTM D698) AND AT A MOISTURE CONTENT EQUAL TO OR A MAX. OF 47 ABOVE OPTIMUM and compacted within 4 hours after mixing shall be rejected. MOISTURE CONTENT. PLACING CEMENT STABILIZED SAND: A. Place cement stabilized sand mixture in 8 -inch lifts and compact to 95% of ASTM D558, PROPOSED 6" CURB REVIEWED F unless otherwise specified. The moisture content during compaction shall be between CUAIIPLIAI�I 0% to 2% above optimum. Perform and complete compaction of cement stabilized sand mixture within M 4 hours after mixing at theP Mont B. Do not place or compact cement stabilized sand mixture in standing or free water. B FIELD QUALITY CONTROL' V A. The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. AUG 0 d 200 COLLEGE STATIO DEVELNT SER B. Mixing plant inspections will be performed periodically. Material samples will be obtained and tested if there is evidence of change in material characteristic. 6" THICK STAMPED COLORED CONCRETE C. Random samples of delivered product will be taken in the field at point of delivery for each W/ #3 BARS 012" OCEW. day to placement in a work area. Specimens will be prepared in accordance with ASTM D1632 STAMPED COLORED and tested for 48-hour compressive strength in accordance with ASTM D1633. MEASUREMENT AND PAYMENT: No direct payment will be maT a for cement stabilized sand under this item. Payment for cement stabilized sand should be included in the 'unit price for the applicable utility or structure installation. ,,,.,,CONCRETE ISLAND DEIAIL N.T.S. illa�.0 1110"1111110planning File Copy g 7.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE FAST SUITE 204 -OLLEGE STATION, TX 7784( PLAN & DESIGN SPECIALISTS IN CML ENGINEERING a HYDRAULICS HYDROLOGY * UTILm6 * STREETS SITE PLANS * SUBDIVISIONS n5r� k: .................................:..... 9 e e VERONICA J.S. MORGAN ..................................... 77689 h J... [q00 0 n L� C�7 N •: CL V 4 O Of 3 Sheets