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HomeMy WebLinkAboutDrawings+ + + "Al 'M ........... . ............... ........................ ............... . ......... ......... . . . . . . . . ............... .......... ...... ........ ........... ------- .......... U -il ............. ............ .................. ....... .......... ...... ----------- ........ ....... ........... ...... ....... .......... + + .... BLDC SCALE: Fo 20 301 DATE: 04/27/11 ISSUE FOR CONSTRUCTION 0% L20 UlFll R0100142-40006 -- o Ell f AI'�IIII uzw �= 04/27/11 ISSUE FOR ` - - CONSTRUCTION L2mO R0100142-40006 .......... . . . . . . . . . . . . . . . ... . . .......... . . . . . . . . . . . . . . . . . . . . . ............ . . . . . . . . . . . . ,00, Tyr. "ER HY Fo]4 -rY1=F= I I 20T t ASIAN -SEASONAL A- ) 1 0 - L.F. EDSE ((-A 0 40 5061r=7Y (SARLIC MY 1051 1 BLEN5. TYPE II F.F. 524.aO It ■ DATE: 04/27/11 ISSUE FOR CONSTRUCTION I : \01 001 /1 2\/10006\Com3frtj(-flon �.05.dwq modified by rcipriono on Airy 15: 2011 — 10: 21 AM Loft jw"k zmu R0100142-40006 ��Wlw r J �HYDRO, T4*rp A 11 L:\0100142\40000\Construction Docs\Softscape\L2.06.dwq modified by rcipriono on Aug 15, 2011 — '10:21AM 55 - A(5AF1 14 FLW WFAr -w -M a. 1— — ��` wi %M Or 001 IMM Irmal WN 50OCIFTY 6AF�llllr. - -- p DATE: 04/27/11 ISSUE FOR CONSTRUCTION -L2mO6 1 R0100142-40006 SECTION 024110 - LANDSCAPING 1.41 MAINTENANCE PART I - GENERAL A. Water: Aiii be available on site. provide necessary hoses and other watering F. Tree Paint: Asphaltic base paint with antiseptic properties, manufactured for use equipment required to complete work. on tree wounds. 1:I SCOPE: B. Until final acceptance, maintain plantings and trees by watering, cultivating, G. Pea Gravel: Washed 2/8 -inch diameter native pea gravel. Provide all labor, materials and equipment for complete installation of landscaping, as indicated on. the drawings and. specified herein. mowing, weeding, spraying, cieaning and replacing as necessary to keep Landscape in. a vigorous -healthy. condition. and rake bed. areas_ as_ required.. H. Crushed Stone: I" diameter crushed limestone. 1.2 RELATED WORK SPECIFIED ELSEWHERE: G. A written notice requesting final inspection and acceptance should be submitted 1. Antidesicant: Wiltpruf (Nursery Specialty Products, Inc., Stubbins Road, Grotton to Landscape Architect seven (7) days prior to completion. At that time Owner Fails, N.Y.) or equal. A. Lawns - Section 02,130 and Landscape Architect will prepare a final punch list to be reviewed with Landscape Contractor. When such project is deemed complete by Landscape J. Fungicide: Zinc ethylene bisdithiocarbonate (Zinab) or equal. 1.5 QUALITY ASSURANCE Architect, an on-site inspection by Owner, Landscape Contractor and Landscape Architect will be completed prior to written acceptance. K. Plastic sheet:. 4 mil. black polyethylene, perforated at twenty four inches on A. Provide plant materials in compliance with applicable State and Federal laws center. relating to inspection for diseases and insect infestation of growing rate. D. Following final acceptance, maintenance of plant material will become the Owner's responsibility. The Contractor shall provide Owner with a PART 3 - EXECUTION B. Plants are subject to inspection and approval by the Landscape Architect. Plants recommended maintenance program. 3.1 CONDITION OF SURFACES: required for the work may be inspected and tagged at the growing site before being dug. PART 2 - PRODUCTS A. New bed areas will be left withinone tenth of a foot of finish grade by other C. Observation at growing site does not preclude right of rejection at job site. Plants trades. Contractor will be responsible for raking and smoothing of grade. damaged in transit or at job site may be. rejected. 2.1 PLANTS: B. Examine subgrade upon which work is to be performed. Notify the Landscape D. Employ only qualified personnel familiar with required work. A. Quantities: The drawings and specifications are complementary: anything called Architect of unsatisfactory conditions. for on one and not the other is as binding as if shown and called for on both. E. Off-site topsoil and topsoil on-site Testing (paid by Landscape Contractor): The plant schedule is an aid to bidders only. Confirm all quantities on plan. 3.2 TREE PLANTING: I. Provide source of off-site soil to the Landscape Architect for purposes of B. Plants shall be equal to well formed No. I .grade of better% symmetrical, heavily A. Stake tree locations for Landscape architect's approval prior to digging. soil investigation. branched with an even branch distribution, densely foliated and/or budded, and a strong, straight, distinct leader where this is characteristic of species. Plants B. Plant ornamental trees in pits 12 -inches larger than root ball. Plant shade trees 2. Take random representative soil samples from areas to be planted. shall possess a normal balance between height and spread. The Landscape in pits two feet greater in diameter than root ball and equal to depth of root ball. Architect will be the final arbiter of acceptability of plant form, either before or 3. Test soil samples from both sources for pH, alkalinity, total soluble salts, after planting and shall be removed at the expense of the Landscape Contractor G. After excavation of tree pits, review water percolation with Landscape Architect. porosity; sodium content and organic matter. and replaced with acceptable plants as specified. If tree pit does not drain adequately prepare hole for use with a tree sump. Paint PVC stand pipe and cover dark green. After tree is installed, pump water out on 1.4 REFERENCED STANDARDS G. Plants shall be healthy and vigorous, free of disease, insect pests and their eggs, a daily basis. A. American Standard for Nursery Stock, approved 1586 by American National and larvae. D. In the event rock or underground construction work or obstructions are Standards Institute, Inc. - Plant materials. D. Plants shall have a well-developed fibrous root system. encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Landscape Architect. More locations B. Hortus Third, 11476 - Cornell University - Plant nomenclature. E. Plants shall be free of physical damage such as scrapes, broken or split branches, cannot be changed the obstructions shall be removed to a depth of not less than cars, bark abrasions, sun scalds, fresh limb cuts, disfiguring knots, or other six (6") inches below bottom of ball when plant is properly set at the required G. ASTM - American Standard Testing Material - Sharp sand. defects. grade. The work of this section shall include the removal of the site of such rock or underground obstructions encountered at the cost of the Landscape 1.5 SUBMITTALS: F. Pruning of all trees and shrubs, as directed by Landscape Architect, shall be Contractor. executed by Landscape Contractor at no additional cost to the owner. A. Samples: Submit for approval sufficient representative quantities of soil mix, E. Prepare soil for planting by thoroughly mixing two parts sandy loam and one part mulch and peat moss. G. Plants shall meet the sizes indicated on the Plant List. Where a size or caliper peat moss or- other approved organic matter-. If planting soil does not fall within range is stated, at least 5090 of the material shall be closer in size to the top of the pH range of 5.5 to 7.0 add limestone or aluminum sulphate to bring soil into 33. Submit one sample of each specified tree and three samples of each specified the range stated. the specified pH range. shrub and groundcover plants for Landscape Architects approval. When approved, tag, install and maintain as representative samples for final Installed H. Plants indicated "B4R" shall be balled and burlapped. Plants shall be, nursery F. Backfill tree pits with o mixture of 1/2 prepared soil and 1/2 existing site soil. plant materials. grown unless otherwise specified in plant list. Balls shall be firm, neat, slightly Lightly tamp every 6 -inches to fill all voids and pockets. When pit is 2/5 full, tapered and well burlapped. Non -biodegradable ball wrapping material will not water thoroughly and leave water to soak In. Place fertilizer planting tablets per G. Fite Certificate of Inspection of plant material by State and Federal authorities be accepted. Any tree loose in the bait or with broken bolt at time of planting manufacturers recommendations. Complete backfilling and form a saucer around with Landscape Architect, if required by State. will be rejected. Balls shall be. ten (10") inches in diameter for each one {I") the tree. Fill saucer with water and leave to soak In. Fill saucer with water inch of trunk diameter, measured six (6") inches above ball. again. 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING: 1. Container grown plants shall be well rooted and established in the container in G. Completely fill each tree sourer with mulch to a depth of two inches. A. Preparation for Delivery: which they are growing. They shall have grown in the container for a sufficient length of time for the root system to hold the planting medium when taken from H. Contractor shall keep trees plumb until established. Guying and/or staking to 1. Balled and Burlopped (BBB) Plants: Dig and prepare shipment in a the container, but not long enough to become root bound. maintain that plumb condition shalt be at the Contractor's discretion. However, manner that will not damage roots, branches, shape, and future if trees are not plumb, the Contractor will be required to guy and/or stake those development. 2.2 5O1L PREPARATION MATERIALS: trees in a method acceptable to the Landscape Architect at no additional cost to the Owner. 2. Container Grown Plants: Deliver plants in containers sufficiently rigid to A. Peat Moss: Commercial sphagnum moss or hyphum peat, or decomposed gin hold ball shape and protect root mass during shipping. trash with pH between 5 and 7. The gin trash shall be sterilized to eliminate all I. Pruning: Prune trees to preserve the natural character of the plant in a manner active residuals, i.e., insecticides, pesticides, herbicides, fungus, virus and appropriate to its particular requirements in the landscape design as directed by B. Delivery: defoliant chemicals. the Landscape Architect. In general, remove at least one-third of wood by thinning and pruning. DO NOT cut back terminal branches. Thin native grown 1. Deliver packaged materials in sealed containers showing weight, analysis --_ '" B. Pre mixed soils will be considered as "approved equals" when samples are "- _ >plants heavier than nursery grown plants. Remove sucker growth and broken or and name of manufacturer. Protect materials from deterioration during submitted .with .manufacturer's .data .and laboratory .test .reports_ Approved badlybruised .branches. delivery and while stored at site. suppliers include Vital Earth Complete Mix by Vital Earth Resources, Giadewater, Texas and Acid Gro Complete Mix by Soil Building Systems, inc., _ J. After planting has been completed and approved by Landscape Architect, mulch 2. Do not deliver more plant materials than can be planted in one day unless Dallas, Texas. bed areas 2 inches deep. adequate storage and watering facilities are available on job site. Storage of materials and equipment at the job site wiII be at the risk of the C. Sandy Loam: 3.3 SHRUB PLANTING landscape contractor. The owner will not be held responsible for theft or damage. I. Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones, and _. , �' A. Lay out -planting beds .for .the Landscape Architect's approval .prior .to digging. other extraneous material and reasonably free of weeds and foreign 3. If balled plants cannot be planted within 24 hours after delivery to site, grasses. Soil containing Dallisgrass or"Nutgrass shall be rejected. B. All shrubs to be pocket planted. Excavate planting hole 1-1/2 times the width protect root balls by heeling in with saw dust or other approved material. and height of the root ball. Backfill with 1/3 compost, 1/3 native soil and 1/5 2. Physical properties as follows: sandy loam. 4. Protect during delivery to prevent damage to root ball or desiccation of leaves. Clay - between 7-27 percent G. Place plants in position on bed areas before cans have been removed. Obtain Silt - between 28-50 percent approval from Landscape Architect. Do not remove burlap from BB plants. 5. Notify Landscape Architect of delivery schedule 45 hours in advance so Sand - less than 52 percent Landscape Architect reserves right to interchange or shift plants prior to planting. plant material may be observed upon arrival at job site. D. Sharp Sand: Glean, washed sand, (fine aggregate) ASTM G-33. D. Plant where located, setting plants with tops of balls even with tops of beds, and 6. Remove rejected plant material immediately from site. compact soil carefully around each plant ball. 2.3 COMMERCIAL FERTILIZER: 1.7 JOB CONDITIONS: E. Water each plant thoroughly with hoses to eliminate air pockets. A. Fertilizer shall be delivered in manufacturer's standard container printer with A. Planting Restrictions: manufacturer's name, material weight; and guaranteed analysis. Fertilizers with F. Carefully prune plants to remove dead or broken branches and hand rake bed N -P -K analysis other than that specified may be used provided that the application areas to smooth even surfaces. Perform actual planting only when weather and soil conditions are suitable in rate per square foot of nitrogen, phosphorus, and potassium is equal to that accordance with locally accepted practice. specif led. G. After planting has been completed and approved by Landscape Architect, mulch bed areas 2 inches deep. B. Protections: B. Commercial Fertilizer for Planting Beds: Complete fertilizer 5-10-5 element ratio with maximum 5% sulfur and 490 iron -plus micro -nutrients. 3.4 GROUNDCOVER PLANTING 1. Do not move equipment over existing or newly placed structures without approval of Landscape Architect and General Contractor. G. Controlled-Roleaso fertilizer planting tablets for tree planting pits, shall be equal A. Lay out planting beds for the Landscape Architect's approval prior to digging. to Agriform 20-10-15 planting tablets as manufactured by Sierra Chemical Co., 2. Provide board -rodding and sheeting as required to protect paving and other Milpitas, California 415035 or approved equal. B. Till 2 inches minimum of thoroughly mixed prepared soil in all planting bed areas improvements from damage. as follows: 2.4 MULCH: 3. in no way shall any trees, plants, ground cover or seasonal color obstruct 1. l part sandy loam drainage or block a 2% minimum positive slope away from buildings. Bark mulch shall be shredded hardwood mulch, medium fine texture. I part peat moss I part sharp sand G. Utilities: Add 4 pounds commercial fertilizer per 100 SF of bed area and mix 2.5 WATER: thoroughly. I. Determine locations of underground utilities and perform work in a or manner which will avoid possible damage. Hand excavate, if required, Water shall be suitable for irrigation and shall be free from ingredients harmful to plant 2. 2 inches of specified "Complete Mix", from Living Earth Technology. to minimize possibility of damage to underground utilities. Iife. G. Plato plants in position on bed arcs before cans have been removed. Obtain 2. Maintain grade stakes set by others until removal is mutually agreed upon 2.6 MISCELLANEOUS MATERIALS (if applicable): approval from Landscape Architect. Landscape Architect reserves right to by parties concerned. interchange or shift plants prior to planting. A. Steel Edging: 1/8" x 4" Ryerson Estate or equal. 3. Coordinate work with irrigation contractor to prevent damage to D. Plant where located, setting plants with tops of balls even with tops of beds, and underground sprinkler system. B. Jute Mesh: Ludlow smolder resistant. compact soil carefully around each plant ball. 1.6 WARRANTY: G. Filter f=abric: Mirafi 140 N non woven fabric (Mirafi, Inc., Charlotte, NG E. Water each plant thoroughly with hoses to eliminate air pockets. 28224), or equal. A._ Warrant plants and. trees for one year after final. acceptance._ Replace dead F. Carefully prune plants to remove dead or broken branches and hand -rake bed materials and materials not in vigorous, thriving condition as soon as weather D. Tree Wrapping Paper: Waterproof b" wide crepe. areas to smooth even surfaces. permits and on notification by Landscape Architect. Replace plants, including trees, which in opinion of Landscape Architect have partially died thereby E. Staking and Guying Materials: G. After planting has been completed and approved by Landscape Architect, mulch damaging shape, size, or symmetry. bed areas 2 inches deep. I. Woad Stakes: 2" x 4" x 30" dense pine, untreated. B. Replace plants and trees with some kind and size as originally planted, at no cost 3.5 SEASONAL COLOR PLANTING: of Owner.. Provide one-year warranty. on replacement. plants.. There should be. 2.. T -Shaped Metal. Posts: Paint. flat black, & feet. long.. replaced at start of next planting or digging season. In such cases, remove dead trees immediately. Protect irrigation system and other piping conduit or other 3. Turn Buckles: Galvanized steel, 5/8 -inch eye, 6 -inch opening. A. Lay out planting beds for the Landscape Architect's approval prior to digging. work during replacement. Repair any damage immediately. 4. Tie Wire: 12 gauge galvanized wire. B. Beds shall be excavated to a depth of 4 inches. 5011 shall be replaced with IDO90 G. Warranty excludes replacement of plants after final acceptance because of Injury Living Earth Technology Complete Mix. by storm, drought, drowning, hail, freeze, insects or diseases. 5. Black Hose: 2 ply, fiber reinforced hose, minimum 1/2 -Inch inside G. Place plants in position on bed areas before cans have been removed. Obtain D. the end of the warranty period, staking and guying materials shall be removed diameter. approval from the Landscape Architect. The Landscape Architect reserves right to interchange or shift plants prior to planting. from the site. r L: \0'100142\40006\Construction Docs\Softscape\L2.07.dwg modified by rcipriono on Aug 1.5, 2011 - 10: 51AM D. Plant where located, setting plants with tops of balls eve compact soil carefully around each plant ball. E. Water each plant thoroughly with hoses to eliminate air pe F. Carefully prune plants to remove dead or broken brancK areas to smooth even surfaces. G. After planting has been completed and approved by the mulch bed areas 2 inches deep. 3.6 CLEANUP: During work, keep premises neat and orderly includingorgani: Remove trash, including debris resulting from removing weeds areas, preparing beds, or planting plants from site daily as w and driveway area clean by sweeping or hosing. END OF SECTION 024110 SECTION 024170 LANDSCAPE GROUNDS MAINTENANCE The contractor is to render the following Landscape Maintenance 5e - the, initial construction contract. In addition, the Contractor is to incl! c extended maintenance contract to begin after the construction projd c This price is to be submitted on a separate line item. PART I - GENERAL 1.1 SGDPE: A. Work included in Base Bid: Perform all work nocessar' horticultural practices for the exterior landscape maini required herein. Such work includes, but is not limited t 1. Monitoring adjustment and minor repair of the landscape system. 2. Protection of vacuum breakers against freeze damage 3. Mowing, edging and trimming of trees and shrub -4. 4. Pruning and trimming of trees and shrubs. 5. Restaking and adjustment of stakes and guying if requi. 6. Approval, by Owner, of material substitutions prior to u 7. Application of fertilizers, insecticides and herbicides. 8. Replacement of plant material (extra service). 11. General site clean up 4 removal of trash, and product, B. Extra Services: The intent of the contract is to provide a c< maintenance program to include all required services, except specifically excluded, to perform the work for the state time 1. All services not included in the base bid shall be consic services" and will be charged for separately accordim item of work. The written consent and authorization of their authorized representative must be obtained prior or installation of such "extra services" items and prior chargeable materials. 2. Such work may include replacement of dead plant mate repairs of irrigation system created by acts of vandal! or other site related work. 3. Authorized extra services work must be summarized wE with receipts to the Owner. 4. The Owner is not bound by the specifications or contra landscape maintenance contractor in the performance work". 5. - The landscape maintenance contractor shall coordlnatd other contractors on the site so as to not hinder the work. 6. Authorized charges for extra work will be paid monthly 1.2 SUBSTITUTIONS: A. Specific reference to manufacturer's names and produ are used as standards, but this implies the right to sub methods without written approval of the Owner. Such secured without additional cost to Owner. B. Installation of any approved substitutions Gontractor's changes required for installation of any approved subs satisfaction of any without additional cost to Owner. 1.3 SCHEDULE All work under this Contractor shall be performed in accorcic included. 1.4 CONTRACTOR'S PERFORMANCE A. The Contractor's workmen shall be neat In. appearance professional manner, keep noise to a minimum and stag location on the site out of the way of the mainstream e Contractor's presence on the site shall be as inconspi� B. The intent and spirit of this project manual is to provk contractor to follow in order to provide owner with lar services of the highest quality.. Where the manual refe required" the intent is for the contractor to perform tl maintain the property at the highest possible quality le within this project manual shall be interpreted as relie, responsibility to perform the work in a professional me satisfaction of the owner. G. If disputes arise- as to the qualityof the services peri designated representative shall make the final deterrr 1.5 NEGLECT AND VANDALISM: A. Turf, trees or plants that are damaged or killed due t negligence or chemicals shall be replaced at no ex pei damage or death is caused by conditions beyond the C replacement shall be at the Owner's expense. B. Sprinklers or structures that are damaged due to the be replaced by the Contractor promptly. Likewise, do system by others shall be corrected immediately by the Owner's expense. C. All water damage, either natural or man-made, resultin neglect shall be corrected at the Contractor's expem D. All damage to or thefts of landscaping and irrigation allowed by the Contractor shall be corrected by the C expense upon receipt of written authorization to prose with tops of beds, and and hand -rake bed Architect, ,n of storage area. rocks from planting progresses. keep walk Aces during the term of ate a price for a one year t is complete and accepted. utilizing acceptable nonce of the project as the following: irrigation maintenance. services ,d "extra > the nature of the Owner of the performance purchase of any Is or major or other contracts and submitted to utilize the "extra service his activities with ;rformonce of any specified in this Section to other material or fission must be sibility. Any must be made to the with the Schedule perform their work in a, their work from a the uses. In general, the ous as possible. a guideline for the Iscape. maintenance to "as -needed" or "as - services necessary to ,I. Nothing contained ig the contractor or his ler and to the complete the owner or owners. of responsibilities. Contractor's operations, to the Owner. If plant itroctor's control, actor's operations must to the irrigation ractor, at the From Contractor's [ lotions not caused or actor at the Owner's SCALE: ►Rme, la DATE: 04/27/11 ISSUE FOR CONSTRUCTION LIO R0100142-40006 1.6 JOB CONDITIONS.- A. ONDITIONS:A. Contractor shall acquaint himself with all site conditions. Should excavation be required the Contractor shall promptly notify the utility coordination committee for utility ,locations. Failure to do so. will make Contractor liable for any and all damage thereto arising from his operations. B. Contractor shall take necessary precautions to protect site conditions, irrigation and plants. Should damage be incurred, this Contractor shall repair damage to its original condition or furnish and install equal replacement at this expense. 1.7 EMERGENCIES: A. The Contractor shall answer emergency or complaint calls within twelve (12) hours and corrective action shall be complete within 24 hours. B. The Contractor shall answer emergency calls regarding the landscape irriggation system failure or need of repair, and take corrective action within eight (8) hours. Such work, unless caused due to neglect on the part of the Landscape Maintenance Contractor, shall be considered "Extra Services". 1.5 RESTRICTION: A. Do not use growth regulators or growth retardants on this work. PART 2.0 - MATERIAL.5 AND MACHINERY 2.1 IRRIGATION SYSTEM MATERIALS: Replacement materials through the system shall be as specified and/or noted on the "Contract Documents", new and in perfect condition. 2.2 MATERIALS: Materials listed under this Section are expressly specified for use but does not prohibit or restrict the Contractor from providing other approved materials not listed in order to complete the work required herein. All materials shall be new and in perfect condition. A. Pre -Emergence Weed Control: Contractor option (granular) B. Post -Emergence Weed Control: Contractor option G_ Herbicide: Gontractor option. D. Insecticide: Contractor option. E. Fungicide: Contractor option. F. Fire Ant Control: Shall be slow release applied at six (6) week intervals_ Spot treat weekly with a contact product where mounds appear. Alternate products for effective control. G. Shrub Bed Fertilizer: Apply at manufacturer's recommended rates for each plant used. Shall be Osmacote Slow Release. H. Lawn Fertilizer: 15-5-10 with 50% sulphur coated urea and 496 iron. 1. Tree Fertilizer: Davey Arborgreen: apply using the maximum manufacturer's recommended rate and procedures. J. Mulch: Shredded Cypress mulch. K. Tree Stakes and Guys: Shall match those in use at the site. 2.3 MACHINERY: Machinery requirements listed under this Section are not intended to be restrictions of specific manufacturers or models unless so stated. Specific mention of manufacturers is intended as a guide to illustrate the final product of maintenance operations desired. 2.4 MOWERS: A. Shall be commercial grade rotary type in good working order, finely tuned to protect the lawn from excessive exhaust fumes_ Blades shall be sharp to reduce shredding of the cut grass blades. Grass catchers not required. B. Lawn Edgers. Shall be of a rigid blade type that will produce a fine clean edge where lawns meet walkways, pavements or curbs. C. Pruning Tools: Shall .be .maintained in .good working -order, .cutting .edges shall be sharp_ Disinfect all tools when. used for the removal of diseased limbs with. a twenty (20%) percent solution of Chlorox and water. PART 5.0 - EXECUTION 3.1 LANDSCAPE IRRIGATION SYSTEM: The Contractor shall, a total of IS times a year, monitor and program the automatic controlling devices to provide optimum moisture levels in all planted areas. A. Irrigation cycles shall be set to take place prior to sunrise (usually 4:00 - 5:00 am) unless otherwise instructed by the Owner, except during visits of grounds maintenance personnei5ia during such visits the irrigation system may be operated as desired by those personnel. B. Do not program controllers operating on the same water meter to water during the some time period so as to prevent over -draft of water meters. Do not switch controller to "off" at any time, except as required for testing and for maintenance operations. G. Complete sprinkler system servicing shall be performed as required to maintain sprinklers in correct operating condition, including all required labor. April through September the operation of sprinklers shall be inspected and monitored on a twice -per -month basis to assure proper cover and operation. October through March monitor and inspect sprinklers once per month or upon the request of the Owner. This check shall include visual "inspection" of all accessible components of the irrigation system including but not limited to controllers, remote control valves, quick couplers and heads. D. Adjust sprinklers to avoid damage to windows, buildings and sign walls, also adjust heads to keep water off the street. Make repairs and alterations to the sprinkling system and water lines. All sprinkler repairs such as cleaning of heads or breaks caused by the Contractor shall be the Contractor's responsibility. 3.2 TREE MAINTENANCE: A. Trees that may require guys, stakes or special care during the winter winds and rains shall receive the required care prior to the time of rains and high winds to insure that no damage results to the plant material_ B. Contractor shall maintain staking and guying of trees at ail times and shall be responsible for any damage to trees or plat materials caused by chafing or breakage or Foliage or limbs coming in contact with stakes or guys. Repioco broken plant stakes and ties as needed. if ties are too tight, they must be replaced or adjusted. C. All suckers shall be continually removed from trees. Grass shall be trimmed at the base of trees in a manner that shall protect tree trunks from cutting of bark and cambium layer. Do not use "power trimmers". A 4" diameter mulch ring band around tree trunk may be used as a weed and grass deterrent. D. Annual tree pruning and/or shaping as needed.. Always prune out dead wood.. Refer to schedule. CONTACT OWNER PRIOR TO COMMENCING ANY PRUNING OR 5HAPING WORK. E. Mulch trees only when so directed by the Owner. F. Spray all trees four times per year to control foliar feeding insects. The spray shall consist of alternately spraying 2 times with on insecticide spray and 2 times with a Fungicide beginning in March, with the last spray in September_ L: \01 001 42\40006 \Construction Docs\Softscape\L2.08.dwg modified by rcipriono on Aug 15. 2011 - 10:51AM 3.3 GUIDELINES FOR CRAPEMYRTLE TREES: A. Prune crepe myrtles in February to remove dead branches and to shape head for spring/summer growth. B. Fertilize in February each year with super phosphate applied per manufacturer's recommendations for flowering trees. G. Continually remove suckers. D. Monitor for aphids, powdery mildew and other common ailments and treat immediately to eliminate these problems. 3.4 TURF MAINTENANCE: A. Mowing: All. common Bermuda and/or 5t. Agustine grass shall be mowed approximately every seven days March - Octobor. During periods of mild weather the cut should not be lower than two (29 inches from the soil. Never scalp the lawn or cut more than on -half (1/2) the existing top growth in one mowing. On irrigated areas, remove the clippings, never allowing visible clippings to remain on lawn surface more than four (4) hours_ All sidewalks and curbs shall be edged as well as other objects (non living) in the grass zone. Allow grass to grow up to but not over sprinkler heads. Trim grass around heads with a circular sprinkler head trimmer. DO NOT USE "WEED -EATERS" TO TRIM AROUND SPRINKLER HEADS. B. Watering: Provide a regular, deep watering program. The established turf should not be kept wet but should dry out somewhat between woterings. A twice weekly watering is good under regular conditions, but if it is hot or windy, water more often. in very hot weather, a fast vaatering with fine spray will cool the turf zone and can supplement the regular, deeper watering program. In shaded areas caused .by trees, water more frequently beecausof the .competition for .soil moisture. if lawn wilts (shows grey -brown) water more frequently. G. Lawn Fertilizer- April ertiIizer-April 1 22-0-6 analysis at the rate of JO pounds fertilizer per 1,000 square feet, nitrogen content shall consist of 50% sulphur coated urea. Analysis .shall include 4% iron. (10# per 1,000 equals 2.1# .actual nitrogen per 1,000 square feet)_ May 15 24-6-12 analysis at the rate of 10 pounds fertilizer per 1,000 square feet, nitrogen content shall consist of 5096 sulphur coated urea. analysis shall include 4% iron. (10# per 1,000 equals 2.1# actual nitrogen per 1,000 square feet. July 1 15-5-10 analysis at the rate of IQ pounds fertilizer per 1.,000 square feet, nitrogen content shall consist of 50515 sulphur coated urea. Analysis shall include 496 iron. (10# per 1,000 equals 2.1# actual nitrogen per 1,000 square feet.) August 15 15-5-10 analysis at the rate of 10 pounds fertilizer per 1,000 square feet, nitrogen content shall consist of 5096 sulphur coated urea. Analysis shall Include 496 iron. (i0# per 1,000 equals 2.1# actual nitrogen per 1,000 square feet.) October 1 22-0-06 analysis applied at the rate of 10# per 1,000 square feet. No sulphur coated urea, no iron. D. Fertilizer: Trace elements in fertilizer shall be based on the recommendations of the soil laboratory. The fertilization program will be closely" monitored by the Owner. The Contractor shall prepare submittals prior to each application showing the area to be covered. The quantity of fertilizer to be applied and the rates of applications. The Owner will monitor the application to insure that materials and procedures are as specified. E: Weed Control and Undesirable Grass - General: 1. Contractor shall use extreme care _in the use of chemicals for weed control. Before such applications ore, mode, the turf should be well established and in a vigorous condition. 2. All chemical applications shall be property licensed with the proper governing authorities. 3. The Contractor shall carry the insurance required by the governing authority. 4. Apply cherr!cals-:.at the manufacturer's recommended rate to achieve complete control of w d`s and undesirable grasses. - 5. All products utilized on this project must be labeled for turf use. 6. Spot treatment of weeds and undesirable grasses shall be achieved without damaging the surrounding turf. F. Weed and Undesirable Crass Control Schedule: At Bermuda grass turf shall be. sprayed 2_ times. in early spring for post -emergent_ control of winter weeds, and 2 times in June - August for post -emergent control of crabgrass, dailisgross, and other broadleaf grasses, for a total of 4 cycles. NOTE: IF PERMANENT TURP E-57ABLISHMENT 15 NOT COMPLETE, DO NOT APPLY PRI---rMLR6I=NT HERBICIDE. 5ummer/Foll Spot treat turf areas to achieve a minimum ai&%. pure stand of turf. G. Insects: Control insects with regular applications of commercial insecticides at the manufacturer's recommended rate. H. Diseases: Whon they first appear, spray for diseases with an approved commercial fungicide strictly according to the manufacturer's recommendations. 1. Maintain mulched saucers around all trees for fine tyear after planting. Trim grass as required to prevent grass from encroaching into the saucer area. No "Weed - eaters" shall be used around the trunk of any tree now, or at any time in the future. J. If initial installation (any or all) of the project site is in winter rye, the Contractor will at that time change the mowing and trimming rate to 45 times a year. Contractor shall also during the I year maintenance period and at the appropriate season, chemically kill out Winter Rye and Hydromulch Bermuda. K. One application of herbicide will be applied to overseeded turf aid to and in the eradication of Rye grass. 3.5 SHRUB AND GROUNOCOVER BED MAINTENANCE_ A. Weeding of all shrub, groundcover beds and seasonal color beds shall be performed twice monthly (total 24 times). B. All shrub and groundcover beds shall be pruned b times a year March - October in an attempt to develop the natural form of the plant. C. Pre -emergent weed control shall be applied I time in early spring and l time in late fall in planter beds only after careful thought of what is to occur in planters during the growing season. D. All shrub, groundcover beds and seasonal color areas shall be fertilized 3 times per year at a rate of 2 pounds of fertilizer per 1,000 square feet. April i - 22-0-6 July I - 15-5-10 October I - 22-0-6 3.6 USE OF HERBICIDES, INSECTICIDES, STERILANT5, POISON, AND ANIMAL TRAPS: A. The Contractor is hereby granted permission to use such herbicides, insecticides, poison, and animal traps as it may find necessary and advantageous in its grounds maintenance activities. Herbicides, insecticides, sterilonts, and animal traps must be, used responsibly and in conformance with Federal, State and. Local Laws and regulations. The Contractor assumes all liability for damage and/or injury resulting from accident or misuse of these products and/or equipment. The Owner retains the right to prohibit the use of any herbicide, insecticide, poison, or animal trap that he may judge to be undesirable for any reason. S. Product leaving an undesirable. residue or odor (ii -o-, weed oil) shall not be used. G. The Owner shall be notified prior to application and advised of any danger associated with the use of these products (i.e., to avoid personal contact with sprayed areas, etc.). D. Apply insecticides as needed to protect all plant materials from damage. The insect control program shall include slugs and snails and advance preventive spraying for twig boreres. The Contractors shall be, responsible for the choosing of chemicals and insecticides he uses and shall be accountable for any misuse of same. E. Apply the proper fungicide, herbicide and pesticides for the control of pests, weeds and plant diseases or treat cuts on turf, plants and trees. 3.7 GENERAL GLEAN UP: A. The Contractor shall dispose of all waste materials or refuse from his operations off the property. See plans for contract area. B. All plant growth shall be prevented in any cracks in walks or within paved areas. G. Leaves, papers, grass clippings or other debris shall be removed at least weekly or at each visit from all areas. D. Sweep roads and walks of refuse, dirt and other materials which may be deposited as a result of the maintenance operation. E. Contractor will evaluate bark mulch 4 times a year during the I year, maintenance period and replace bare spots as needed. PART 4.0 - SCHEDULE 4.1 SCHEDULE: - The Schedule as included herein shall govern the Work. Should the Contractor require an alteration of the Schedule, contact the Owner. PART 5.0 - MAINTENANCE SCHEDULE .5.1 MOWING, EDGING, TRIMMING, LITTER GLEAN UP, AND IRRIGATION MONITORING AND OTHER RELATED MAINTENANCE FEATURES: SECTION 02cf30 - LAWNS PART I - GENERAL 1.1 SCOPE: Furnish all labor, tools, transportation, materials, equipment, supervision, etc_, required to adequately establish a dense lawn of permanent grasses, free from lumps and depressions as indicated by plans and specifications. Redo any part of the area fabling to show uniform cover until a dense lawn is established. The cost of miscellaneous labor and materials for topsoil, weeding, tilling, pest control, fertilizing, etc., are not separate pay items and shall be included in the bid price for grassing. 1.2 RELATED WORK SPECIFIED ELSEWHERE: A. Landscaping - Section 02x10 1.3 PAYM3=NT: A. Payment for grass planting or hydromulching for general turf areas will be made after final acceptance based on the method of payment stated in the bid proposal. If based on area units, such as square feet or square yards, payment will be based on actual field measurements. The contractor shall seed, fertilize, maintain and establish a healthy stand of grass before acceptance or payment for grass will be considered by the owner. B. Bidders shall be aware that estimates of work under the specifications for monthly payments are made on non-perishable materials only. Payments for perishables will be made after- final acceptance of the project. All grass planting, tilling, fertilizer, etc. shall be considered perishable, therefore, no partial payments will be paid for grass planting and associated work. 1.4 MAINTENANCE OF GRASS: The contractor shall maintain the grass until final acceptance. Such maintenance shall Include spraying; weeding; cultivation; fertilizing; watering; disease and- insect control, top dressing low spots, plus any procedures consistent with horticultural practice necessary to insure normal, vigorous, and healthy grass. 1.5 JOB CONDITIONS: A. Water: Will be available on site. Provide necessary hoses and other watering equipment required to complete work. B. Lawn areas will be left within 0.1 foot of finish grade by other trades. Fine grading, raking and smoothing will be the responsibility of the contractor. 1.6 SCHEDULE A. Seedingi,hydromulching - Bermudagross: • North Texas: Complete only between May to August 31 under favorable conditions. (warm season) • Central Texas: Complete only between May I to September 15 under favorable conditions. (warm season) B. Seeding/hydromulching - Perennial Ryegrass: C' mplete only between September I to April 30, except at front of project, as de ermind by owner, under favorable climatic conditions. G. Sodding: Bermuda -sod: • North Texas: May I to August 31 (warm se son) and September I to April 30 (cool season) with overseed o Perennial rye. • Central Texas: May I to September IB (;Nol,7m season) and September 16 to April 30 (cool season) with overseed of erennial rye. (Use nursery overseeded sod, in lieu of seeding after installation, if available.) D. Ouoiificotions: Due to unseasonable weather, t e above dates may vary; however, do not proceed with grassing operations beyond these dates without assuming full responsibility for a stand of grass.' E. "Raleigh" St. Augustine Crass 1.7 ACCEPTANCE: The work will be accepted when a completed, undamaged stand of grass is achieved, as approved by the Owner and the Landscape Architect. PART 2 - MATERIALS 2.1 TOP50IL: A. Friable, fertile, dark, loamy soil, free of clay lumps, subs 11, stones and other extraneous material and reasonable free of weeds an Foreign grasses. Topsoil containing dallisgross or nutgrass shall be rejected. B. Physical properties as follows: Clay - between 7-27 percent Silt - between 2a-50 percent Sand - less than 52 percent 2.2 GRASS: A. Common Bermudagross: Extra fancy, hulled and treated, lawn type seed, delivered to site in original, unopened containers meeting requirements of Texas State Seed Law. Minimum purity germination GO percent. B. "Raleigh" St. Augustine Grass: Solid Sod, live, rich, dark green in color, free of foreign grasses, weeds, nutgrass, cut with a full 3/4 1 ch of heavy clay covering roots. Deliver to site in 12 inch squares or 12�inch wide rolls. Do not stack for more than 24 hours between time of cutting a d time of delivery. C. Annual !eye grass: Extra fancy, hulled and treated, lovqr type seed, delivered to site in original, unopened containers meeting requiremen s of Texas State Seed Law. Minimum purity germination °10 percent. '73 FERTILIZER: Fertilizer shall be organic base, uniform in composition, dry or d free flowing. Deliver Fertilizer to site in original, unopened containers, each bearin manufacturer's guaranteed statement of analysis. A. First- Application: 12-12-12 element percentage with mi Imum 896 sulfur and 4516 iron, plus micro nutrients. B. Second Application: 3:1:2 element ratio. Nitrogen sourlce to be a minimum 50% slow release organic nitrogen (5CU or UF) plus minimum 8% sulfur and 4% iron plus micro nutrients. 2.4 MULCH FIBER: - Wood cellulose fiber for hydromuich: Weyerhouser or equal P ith green color additive. 2.5 TAGKIFIER: Natural, non -asphaltic vegetable gum with gelling and harden! g agents. . 2.6 SHARP SAND: Clear, .washed .sand .(fine aggregate) - A5TM G-33. 2.7 HERBICIDE: Round -up or equal. PART 3 - EXECUTION 3.1 PREPARATION: A. Scarify lawn areas where excessive compaction is greater than 55% Standard Proctor to a depth of 4 -inches by discing or rototilling.', Repeat cultivation as required to thoroughly loosen soil. B. Leave areas free of weeds and ready for final grading, G. Provide barricades around scorifled areas to prevent compoction by construction vehicles. 3.2 SPREADING TOPSOIL A. No topsoil shall be placed until subgrade is approved by Landscape Architect. B. Contractor to furnish ands read topsoil on lawn areas to a depth of four inches as on alternate price - not In base bid. G. Work topsoil to a smooth uniform surface and compact f irmly. D. Feather topsoil into undisturbed areas .creating a smooth, even transition. Spread additional topsoil in undisturbed areas to eliminate water ponding. 3.3 FINAL GRADING: A. Remove from site and legally dispose of stones 1 -inch nd larger, sticks and other debris exposed during this operation. B_ Provide finish grading leaving surface uniform without depressions and. undulations, groded approximately I -inch below paving. G. Secure approval from the Landscape Architect prior to proceeding with grassing operation. 5.4 HERBICIDE. Apply herbicide to remove any remaining weeds. This work Is to be performed by a licensed applicator following the manufacturer's recommendations. 3.5 FERTILIZER: A. Place first application with hydromulch at rate of 12 po 'ods per 1;000 square feet_ B. Uniformly distribute second application using a rotary type fertilizer spreader 3-4 weeks after first application at 12 pounds per 1,000 square feet. 3.6 HYDROMULCH/SEEDING: A. At the time of hydromulch/seeding, soil shall be moist but not muddy, and wind velocity shall not exceed ten (10) miles per hour. Add water if required to moisten soil. B. Hydromuich seed uniformly at the rate of 2 pounds of Bermuda grass seed per 1,000 square feet. JAN FI=B MAR APR MAY JUN JUL AUG SEP OCT NOV DEC, TOTAL aLULU UJLU Mow 2 4 4 5 5 5 5 4 2 36 EDGE/TRIM 2 4 4 5 5 5 5 4 2 36 CLEAN/TRASH 2 2 2 2 2 2 2 2 2 2 2 2 24 WEED BEDS SPRINKLER I I I 2 2 2 2 2 2 1 1 1 15 FERTILIZE I I I 1 I 5 (LAww POST -EMERGENT 1 I I 1 4 (LAWN) FOST MERG NT OF I- sT- EN OF G G 55 WINTE WEE AN OTHE BRO LEAF GRAS ES FERTILIZE (BE125, INCL. I 1 I B -(SF OUND COVER) PRE -EMERGENT (BEDS) I 1 2 CULTIVATE BEDS I I I 1 I 5 PRUNE (SHRUBS) I I i I I I ( 1 a f&R. COVER) I I I I I I I I 8 PRllNE (TREES) 1 (CRAPEMYRTLES TO REMOVE SEED HEADS) I INSECT/DISEASE CONTROL (LAWN 4 BEDS) AS EVE TREES I 1 2 (INSECTICIDE) TREES 1 ! 2 (FUN6I6IDE) SECTION 02cf30 - LAWNS PART I - GENERAL 1.1 SCOPE: Furnish all labor, tools, transportation, materials, equipment, supervision, etc_, required to adequately establish a dense lawn of permanent grasses, free from lumps and depressions as indicated by plans and specifications. Redo any part of the area fabling to show uniform cover until a dense lawn is established. The cost of miscellaneous labor and materials for topsoil, weeding, tilling, pest control, fertilizing, etc., are not separate pay items and shall be included in the bid price for grassing. 1.2 RELATED WORK SPECIFIED ELSEWHERE: A. Landscaping - Section 02x10 1.3 PAYM3=NT: A. Payment for grass planting or hydromulching for general turf areas will be made after final acceptance based on the method of payment stated in the bid proposal. If based on area units, such as square feet or square yards, payment will be based on actual field measurements. The contractor shall seed, fertilize, maintain and establish a healthy stand of grass before acceptance or payment for grass will be considered by the owner. B. Bidders shall be aware that estimates of work under the specifications for monthly payments are made on non-perishable materials only. Payments for perishables will be made after- final acceptance of the project. All grass planting, tilling, fertilizer, etc. shall be considered perishable, therefore, no partial payments will be paid for grass planting and associated work. 1.4 MAINTENANCE OF GRASS: The contractor shall maintain the grass until final acceptance. Such maintenance shall Include spraying; weeding; cultivation; fertilizing; watering; disease and- insect control, top dressing low spots, plus any procedures consistent with horticultural practice necessary to insure normal, vigorous, and healthy grass. 1.5 JOB CONDITIONS: A. Water: Will be available on site. Provide necessary hoses and other watering equipment required to complete work. B. Lawn areas will be left within 0.1 foot of finish grade by other trades. Fine grading, raking and smoothing will be the responsibility of the contractor. 1.6 SCHEDULE A. Seedingi,hydromulching - Bermudagross: • North Texas: Complete only between May to August 31 under favorable conditions. (warm season) • Central Texas: Complete only between May I to September 15 under favorable conditions. (warm season) B. Seeding/hydromulching - Perennial Ryegrass: C' mplete only between September I to April 30, except at front of project, as de ermind by owner, under favorable climatic conditions. G. Sodding: Bermuda -sod: • North Texas: May I to August 31 (warm se son) and September I to April 30 (cool season) with overseed o Perennial rye. • Central Texas: May I to September IB (;Nol,7m season) and September 16 to April 30 (cool season) with overseed of erennial rye. (Use nursery overseeded sod, in lieu of seeding after installation, if available.) D. Ouoiificotions: Due to unseasonable weather, t e above dates may vary; however, do not proceed with grassing operations beyond these dates without assuming full responsibility for a stand of grass.' E. "Raleigh" St. Augustine Crass 1.7 ACCEPTANCE: The work will be accepted when a completed, undamaged stand of grass is achieved, as approved by the Owner and the Landscape Architect. PART 2 - MATERIALS 2.1 TOP50IL: A. Friable, fertile, dark, loamy soil, free of clay lumps, subs 11, stones and other extraneous material and reasonable free of weeds an Foreign grasses. Topsoil containing dallisgross or nutgrass shall be rejected. B. Physical properties as follows: Clay - between 7-27 percent Silt - between 2a-50 percent Sand - less than 52 percent 2.2 GRASS: A. Common Bermudagross: Extra fancy, hulled and treated, lawn type seed, delivered to site in original, unopened containers meeting requirements of Texas State Seed Law. Minimum purity germination GO percent. B. "Raleigh" St. Augustine Grass: Solid Sod, live, rich, dark green in color, free of foreign grasses, weeds, nutgrass, cut with a full 3/4 1 ch of heavy clay covering roots. Deliver to site in 12 inch squares or 12�inch wide rolls. Do not stack for more than 24 hours between time of cutting a d time of delivery. C. Annual !eye grass: Extra fancy, hulled and treated, lovqr type seed, delivered to site in original, unopened containers meeting requiremen s of Texas State Seed Law. Minimum purity germination °10 percent. '73 FERTILIZER: Fertilizer shall be organic base, uniform in composition, dry or d free flowing. Deliver Fertilizer to site in original, unopened containers, each bearin manufacturer's guaranteed statement of analysis. A. First- Application: 12-12-12 element percentage with mi Imum 896 sulfur and 4516 iron, plus micro nutrients. B. Second Application: 3:1:2 element ratio. Nitrogen sourlce to be a minimum 50% slow release organic nitrogen (5CU or UF) plus minimum 8% sulfur and 4% iron plus micro nutrients. 2.4 MULCH FIBER: - Wood cellulose fiber for hydromuich: Weyerhouser or equal P ith green color additive. 2.5 TAGKIFIER: Natural, non -asphaltic vegetable gum with gelling and harden! g agents. . 2.6 SHARP SAND: Clear, .washed .sand .(fine aggregate) - A5TM G-33. 2.7 HERBICIDE: Round -up or equal. PART 3 - EXECUTION 3.1 PREPARATION: A. Scarify lawn areas where excessive compaction is greater than 55% Standard Proctor to a depth of 4 -inches by discing or rototilling.', Repeat cultivation as required to thoroughly loosen soil. B. Leave areas free of weeds and ready for final grading, G. Provide barricades around scorifled areas to prevent compoction by construction vehicles. 3.2 SPREADING TOPSOIL A. No topsoil shall be placed until subgrade is approved by Landscape Architect. B. Contractor to furnish ands read topsoil on lawn areas to a depth of four inches as on alternate price - not In base bid. G. Work topsoil to a smooth uniform surface and compact f irmly. D. Feather topsoil into undisturbed areas .creating a smooth, even transition. Spread additional topsoil in undisturbed areas to eliminate water ponding. 3.3 FINAL GRADING: A. Remove from site and legally dispose of stones 1 -inch nd larger, sticks and other debris exposed during this operation. B_ Provide finish grading leaving surface uniform without depressions and. undulations, groded approximately I -inch below paving. G. Secure approval from the Landscape Architect prior to proceeding with grassing operation. 5.4 HERBICIDE. Apply herbicide to remove any remaining weeds. This work Is to be performed by a licensed applicator following the manufacturer's recommendations. 3.5 FERTILIZER: A. Place first application with hydromulch at rate of 12 po 'ods per 1;000 square feet_ B. Uniformly distribute second application using a rotary type fertilizer spreader 3-4 weeks after first application at 12 pounds per 1,000 square feet. 3.6 HYDROMULCH/SEEDING: A. At the time of hydromulch/seeding, soil shall be moist but not muddy, and wind velocity shall not exceed ten (10) miles per hour. Add water if required to moisten soil. B. Hydromuich seed uniformly at the rate of 2 pounds of Bermuda grass seed per 1,000 square feet. SCALE: DATE: 04/27/11 ISSUE FOR CONSTRUCTION LIO R0100142-40006 aLULU UJLU SCALE: DATE: 04/27/11 ISSUE FOR CONSTRUCTION LIO R0100142-40006 G. Add tockifier to hydromulch mix for slopes 5:1 or greater at the rate of I Ib. per bag of mulch. D. Use a 4' x S' batter board against bed areas. 3.7 tAECHANICAL SEEDING: Seed uniformly at a rate 125 pounds of Bermuda grass seed per acre or 350 pounds of Rye grass per acre. Use grass drill, brillion seeder, or viking roller. 3.8 50LID 5OD: A. Solid Sod: Plant grass by hand, edge to edge with staggered joints. Topdress with sharp sand raked in carefully to fill joints. Roll to eliminate undulations and provide complete soil contact. All Bermuda grass install_d during the winter months (September -April) shall be overseeded with Rye grass before installation. (not overseeded at site.) The information Center, all street -frontage, pools and any buiidin bousinc� model units are to receive Bermuda sod: Depending upon the time of year, the Bermuda sod is to have perennial rye Qs part of iE and not overseeded. No hydromulch in the above areas - onTy 5010 sod. 5. Fertilizing: Fertilize Immediately after grass is planted at rate of 4 Ib5. per 1,000 square foot. Repeat fertilizing at the some rate 3-4 weeks later. 5:9 ESTABLISHMENT AND MAINTENANCE OF LAAN AREAS: A. Watering: I. Water lawn areas immediately after grassing operation. 2. Continue watering as required to keep soil uniformly moist to a minimum depth of 4 -inches. 3. Be alert to over -watering newly planted grass, particularly in heavy clay soils. B. Replanting/Erosion Control: 1. Correct any erosion that may occur during the establishment of grass. 2. Reseed (sod) any areas not showing sufficlent growth within 3 weeks after initial grassing. Continue seeding (sodding) until a stand of grass is achieved. 3. A stand of grass will be defined as a uniform cover of actively growing turf. G. Mowing/Weed Control: 1. Mow lawn areas weekly until a stand of grass is achieved. Begin mowing when the lawn reaches a height of 3 -inches set mower to cut at 2 - inches. A minimum of two mowings is required. 2. Weed lawn areas until acceptance, removing oil foreign vegetation, either by hoeing or pulling. if approved, herbicide spot treatments may be used. 3.10 CLEANUP: During work, keep premises neat and orderly, including organization of storage areas. Remove trash, including debris resulting from removing weeds and rocks from site daily as work progresses. Keep paved areas clean by sweeping or hosing. END OF SECTION 02930 LAR65E TREES QUANTITY SYMBOL COMMON NAME SCIENTIFIC NAME SIZE 4 CONDITION 66 + Red flowering Grape Myrtle Lagerstroemia indica 'Carolina Beauty' 8' Ht./5' spread, 1/2" caliper per. 12 4" pots at 12" o.c. Water Oak Quercus nigra 4" caliper, 12' Ht./ B2 I gallon at .IS" o.c. Grape Myrtle, Pink Lagerstroemio indica 'Basham's Party Pink' 4' spread, B46, straight trunk 3"16 '- Dorf arf Burford Holly Ilex cornuta 'Burfordil nano' 5 gallon, IS" Ht./15" spread 2 + Live Oak Quercus virginiona 4" caliper, 12' Ht./ 56 2D Yucca, Red 'Natchez' 5' spread, B45, nursery grown 'TO !?Q Dwarf Bottlebrush Gallistemon citrinus 'Little John' 8' Ht./r' spread, 2" caliper, 32 + Shumord Red Oak Quercus shumardii 4" caliper, 14' Ht./ 5' spread, B46, straight trunk 18 1;f Fringe Flower, Loropetolum chinense 4" caliper, 12'- Ht -1126 SHUMARD + Cedar Elm Ulmus crassifolia 4.' Spread, 134B straight trunk ORNAMENTAL TREES QUANTITY SYMBOL COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION 66 + Red flowering Grape Myrtle Lagerstroemia indica 'Carolina Beauty' 8' Ht./5' spread, 1/2" caliper per. Tiotic ospermum asiaticum 4" pots at 12" o.c. Indian . o.Athorn Glares trunk, 5 trunk minimum, 1348, specimen B2 I gallon at .IS" o.c. Grape Myrtle, Pink Lagerstroemio indica 'Basham's Party Pink' 8' Ht./5' spread, 1/2" caliper per, trunk, 5 trunk minimum, 545, specimen 3"16 '- Dorf arf Burford Holly Ilex cornuta 'Burfordil nano' 5 gallon, IS" Ht./15" spread 6�2 ! Grape Myrtle, White Lagerstroemia indica 5' Ht./5 spread, 1/2" caliper per, 56 2D Yucca, Red 'Natchez' trunk, 5 trunk minimum, 1345, specimen 'TO !?Q Dwarf Bottlebrush Gallistemon citrinus 'Little John' 8' Ht./r' spread, 2" caliper, I2 [moi Plum, Mexican Prunus mexicana 1348 full, rounded crown, 18 1;f Fringe Flower, Loropetolum chinense specimen SHUMARD CANOPY Petite Delight 'Petite Delight' 8' Ht./5' spread, multi -trunk, 28 + Youpon Holly Ilex vomitoria 5 trunk min., 1 1/2" cal./trunk min., TREE (3I Indian Hawthorn Evans' container, female of (D Texas Gercis canadensis 6' Ht./4' spread, 1 1/2" caliper, 5.$B III U Red Bud Stipa tennissimo_ `'_ or container. _ ?4 Palm, Windmill Trachycarpus fortune! 6' clear trunk, w/pups, 845 or container, matching specimens 541 P Cherry Sage Salvia greggii 5 gallon, 15" Ht./18" spread _ CA.�' Palm, Windmill Trachycarpus fortune! 5' clear trunk, w/pups, B4B or container, matching specimens 67 '-'y 6uif Muhly Muhlenbergia capillaris 5 gallon, 20" Ht./20" spread 21 Southern INax_ Myrtle Myrica cerifera T Ht./48" spread, container grown, tree form, full, bushy specimen 2 � . ' ': Mountain Laurel,. 5ophora s 6' Ht./4' read, B$B, cured p thoroughly, full and bush) specimen, 14 I"la Texas secundlflora 5 gallon, 24" Ht./24" spread 35,� CALIPER 'KnocksOut' Roe Rosa 'Knock Out' 4 trunk min. L: \0100142\40006\Construction Goes\Softscape\L2.09.dwg modifiecl by 1<smith on Auq 16. 2011 - 08: 00AM 5HRU55 _ QUANTITY SYN150L COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION 10 75 White Rophiolepis Indica g gallon, 20" HtJ20" spread Tiotic ospermum asiaticum 4" pots at 12" o.c. Indian . o.Athorn Glares AGAPANTHUS 44 I gallon at .IS" o.c. Edward Goucher Abelia Abelio grandiflora Edward Goucher 5alion, IS" Ht./I8" spread g p 3"16 '- Dorf arf Burford Holly Ilex cornuta 'Burfordil nano' 5 gallon, IS" Ht./15" spread 47 ! Dwarf Yaupon Holly Ilex vomitoria 'Nana' 5 gallon, 12" Ht./18" spread 56 2D Yucca, Red Hesperaloe porviflora 5 gallon 1-2" Ht./12" spread 'TO !?Q Dwarf Bottlebrush Gallistemon citrinus 'Little John' 5 gallon, 12" Ht./IS" spread 611 [moi Bicolor Iris Dietes bicolor I gallon, 12" Ht./12" spread 18 1;f Fringe Flower, Loropetolum chinense 5 gallon, 12" Ht./i2" spread SHUMARD CANOPY Petite Delight 'Petite Delight' 5,400 15 25 Pink Raphiolepis Indica 'Jack 5ollon, 20" Ht./20" s read g p TREE (3I Indian Hawthorn Evans' 6 43 @ Fountain Grass, Dwf. Pennisetum alopecuroides 5 gallon, 12" Ht./12" spread III U Mex. Feathergross Stipa tennissimo_ `'_ 1 gallon, 12" Ht./12" spread 8 t I Savannah Holly Ilex hybrid Savannah i gallon, 42" Ht./ 30" spread 541 0 Cherry Sage Salvia greggii 5 gallon, 15" Ht./18" spread 51 0 Dwarf Southern Wax Myrtle Myrica pusillo 5 gallon, 24" HtJ18" spread 67 '-'y 6uif Muhly Muhlenbergia capillaris 5 gallon, 20" Ht./20" spread 3.2 Formosa Azalea Azalea indica _- 'Formosa' 5 gallon, 18" Ht./15" spread, full specimens in 12" bed + >3.5" ULMUS plant azalea prep. ref. specs 14 I"la Maiden Grass Miscanthus sinensis 'vrocillimus' 5 gallon, 24" Ht./24" spread 35,� CALIPER 'KnocksOut' Roe Rosa 'Knock Out' 3 gallon, 12" Ht./12" spread I PNTS) Palm, Med. Fan Ghamaerops humilis 30 gallon, 36" Ht./36." spread. w/ pups- &R0UNDC0�1L__R5 / FE 1'-__NN1ALS _ QUANTITY SYMBOL GALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION 75 � � - ,ASIAN Asian Jasmine Tiotic ospermum asiaticum 4" pots at 12" o.c. 64 Cynodon dactylon AGAPANTHUS Agapanthus I gallon at .IS" o.c. 480 � SEASONAL COLOR 4" pots at 5" o.c. 18_ WATER STELLA DAYLILY Hemerocallis Hybr--id 'Stella D'O ro' I gallon at Ib" o.c. _ 24 24 ® TAWNY DAYLILY Hemeroeallis Hybrid - Town 18" o.c. 59�{ PLUMBAGO (BLUE) Plumbago auriculota I ga{lon at 18" o_c. 184 CALIPER SOCIETY GARLIC Tulbaghia violocea I gallon at 12" o.c. Ila ? LIRIOPE B1 iope B ue us " I gallon at 12" o.c. TURF (SPR X55 QUANTITY CALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION L.F. Steel edge 1/8" x 4" with 12" stakes, green in color S.F. HYDRO Common Bermuda rass G nodon dart Ion y y H dromuich - refer to s ecificotions y p 8,491 S.F. 500 Common Bermuda crass Cynodon dactylon Solid sod M1 SGELLANEOU5- -QUANTITY GALLOUT DESCRIPTION 171 L.F. E06E L.F. Steel edge 1/8" x 4" with 12" stakes, green in color 1,500 Z SF 2" bed preparation as per specifications 8,500 FSF 3" hardwood mulch as per specifications NOTES L Quantities shown are for contractor's convenience only. Contractor is responsible for verification of all quantities. 2. Contractor to provide separate line item for a one(l) year maintenance package - see maintenance specifications. 3. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double -Check Back Flow Device, and installed as per City Ordinance 23414. 4. All eackFiow devices must be installed and tested upon installation as per Gity Ordinance 2395 PLAN NOTE5 1. Refer to Sheet GO.i 4 410.2 for landscaping and mise. construction notes. 2. Shrubs planted along Marion Pugh Drive 4 Holleman Drive West will be of least 24" at planting and will be at least 36" at the end of one year and will create a solid hedgerow. i HA51 NO NOTES 1. All irrigation, landscaping and sodding for Phase I, and at the appropriate time with Phase 2, must be installed and accepted by the City of College Station. A bond for the remaining (Phase 2 4 3 areas) landscape and irrigation must be provided to the City of College Station. LANDSCAPE 50HEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE Z NOTES POINTS PLANTS NAME NAME C) ;Z >3.5" QUERCU5 WATER CANOPY 25' MIN. 49 5PACIN6 GALLON 12 U 3,600 CALIPER N16RA OAK TREE (300 PNTS.) + L >35, QUERCUS SHUMARD CANOPY 25' MSN. 4Ci 5PAC.ING GALLON 5,400 25 CALIPER SHUMARDII D OAK TREE (3I PNTS) 6 25' MIN. SPACING + 26 >3.g" QUERCUS LIVE CANOPY 4QI' GALLON 7,800 CALIPER VIR6INIANA OAK TREE (300 PNTS) 25' MAIN. 5PACINe + >3.5" ULMUS CEDAR CANOPY 441 GALLON 7,800 26 CALIPER GRA55IFOLIA ELM TREE (300 PNTS) + > 1.25" LA&ER5TROEMI CREPE NON -CANOPY 15 GALLON 1-f61 CALIPER (MULTI -STEM) INDICA MYRTLE TREE ( PNTS) 7,160 > 1'25 PRUNU5 MEXICAN NON -CANOPY 15 GALLON 12 CALIPER (SINGLE -CANE) MEXICANA PLUM TREE (4o PNTS) I 480 l > 1.25" GERG 15 TEXAS NON -CANOPY 15 GALLON C �. 61 CALIPER RED (41 PNTS) 360 (S I N6LI=-GANI=) ANAENSIS GD BUD TREE + >ILEX TREE YAUPON NON -CANOPY 15 GALLON � } J 28 CALIPER VOMITORIA TREE (4p PNTS.) 1,120 (MULTI-5TEM) HOLLY > 1.25" MYRICA SOUTHERN 15 GALLON 21 CALIPER (MULTI -STEM) CERIFERA WAX MYRTLE TREE i4� PNT5.) 840 840 > 1.25 SOPHORA TEXAS NDN -CANOPY 15 !GALLON \ 2 CALIPER 5ECUNDIFLORA MOUNTAIN. TREE (- I PN.) TS 80 (MULTI-STEM) LAUREL ABEL I A EDWARD 4' SPAC I N6 Ab 44 5.6ALLON GRANDIFLORA 60UCHER SHRUB (Ibl HE16HT) 440 "ED 6OUGHER' ABELIA rl(p PNTS,) 4' SPAGIN6 J 241 5 GALLON RAP fIOLEPIS INDICA INDIAN SHRUB- (I8 HEIGHT) 2610 HAWTHORN (19 FN TS.) DWARF 4' SPACING 31 5 6ALLON MYRICA PUSILLA SOUTHERN SHRUB (18" HE16HT) 310 - Wi. MYRTLE (I PN r5) Li 3-76 5 GALLON ILEX GORNUTA BURFORD SHRUB (1 O.G. ' HEIGHT) 3:760 BURFORDI-NANA HOLLY (1 PNTS.) " TOTALS FOR THESE PLANTS ARE ALREADY INCLUDED IN THE INDIVIDUAL PLANT LISTS LAND50APING REQUIREMENTS (PHASE 1) SITE AREA METHOD: 51TE AREA=55453 sqft. 55,453 soft. c9 30 pnts./1000 soft.: (55,453/1000 x 30) = 1,664 Ants. ADDITIONAL STREETSGAPE: MARION PU6H DR. (521-I50 Visibility Triangles)=371 L.F. 300 pnts./50 L.F. of frontage: (500 x 311150) = 2,226 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 3,5410 pnts.l, TOTAL LANDSCAPE POINTS PROVIDED = 4,g10 pmts.' FRONTAGE TREES: MARION PUGH DR. COLLECTOR 571?EET tg 32' 5PG: 521 L.F. FRONTAGE/ 32 = 16.3 TREES PROVIDED = 16.5 TREES (4 CANOPY 4 25 NON -CANOPY) CANOPY REQUIREMENTS: 50% CANOPY TREES: (3,8110 x 50%) = 1,6145 Ants. PROVIPED = 2,400 pots. LANDSCAPING REQUIREMENTS (PHASE 1 4 2) SITE AREA METHOD: SITE AREA=113,41D ii soft. 13,4107 soft. (?i) 30 pnts./1000 soft.: (413,107/1000 x 30) = 2,817 pats. ADDITIONAL 5TREET5GAPE: MARION PU6H DR. (637-150 Visibility Triangles)=457 L.F. 300 pnt5./50 L.F. of frontage (300 x 487/50) = 2,1122 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 5,7341 puts. TOTAL LANDSCAPE FlO1NT5 PROVIDED = 7,420 pats. FRONTAGE TREES: MARION PU&H DR. GOLLEGTOR STREET @ 32' 5PG: 637 L.F. FRONTAGE/32 = 19.9 TREES PROVIDED = 20 TREES (4 CANOPY 4 32 NON -CANOPY) CANOPY REQUIREMENTS: 5o 90 CANOPY TREES: (5,7341 x 50%) = 2,870 pints. PROVIDED = 3,000 Ants. SITE AREA METHOD, SITE .AREA=1(5.074 roc 726,310 sgft. @ (726,310/1000 ADDITIONAL STREETSGAPE: MARION PUGH DR. (1,300 - 150 Visi it 300 pin (500 x I i ii HOLLEMAN DR. = 625 L.F. 300 pr (300 x WELLBORN R.D. (F.M. 2154) = 1,431 L 300 pr (300 x I TOTAL LANDSCAPE POINTS RE TOTAL LANDSCAPE POINTS PRC FRONTAGE TREES: MARION PU&H DR. COLLECTOR S' 1,300 L.F. Fl (14 G HOLLEMAN DR. - COLLECTOR 5 625 LF. (8 CIA YAIELLBORN RD. MAJOR ARTERi. 1,431 L.F. (34 C, CANOPY REQUIREMENTS: 50% CANOPY TREES: (41 res or 726,310 sgft. 30 pnt5./1000 soft.: x 30) = 21,1861 pnts.. Triangles)=1,125 L.F. O L.F. of frontage: 50) = 6,900 pnts. L.F. of frontage: = 5,750 pnts. ./50 L.F. of frontage: 31/50) = 8,586 pnts. JIRED = 41,025 pats. IDED = 42,440 pints. BEET @ 52'SPC: ONTAGE/32 = 41 TREES PROVIDED = 45 TREES 151Y 4 62 NON -CANOPY) _T @ 32' SPG: )NT.A&F/ 32 = 20 TREES PROVIDED = 20 TREES IFY 4 24 NON -CANOPY) © 25' SPG. �)NTAGE/25 = 57 TREES ROVIDED = 57.5 TREES )PY 4 47 NON -CANOPY) x 5090) = 20,513 puts. ADED = 28,200 pnts. 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" o - 6 z° k -- 0- 1 i- �, -j 1 06 I o C.O. ® o jl I ' SOLID WOOD SECURITY I 1 Z FENCE - 6' HIGH 1 Q X n 0)I 26.00' I X Q I i ca X (16.x' OFF P/L) 10' P.U.E. o J -i (_ Of r' O D 10017/7) L.P. o - _ = 1 -I > I 1 0 > I y J _i �( —I- u \ Z Z w L J N F C. —I o M.H. _r I f 1 M.N. I i -r 6 -BAY BICYCLE I I ' 20' P.U.E. 1 _ J "' - 00 >3 -1 I I -1-� RACK & FDC(10017/7) i"LE�.l�iT C4 I o W w —� - -- F.D.C. -- -� CONCRETE PAD VARIABLE WIDTH E. T , INORTH LL � F.D.C. - � P.E.E.-_L 6 -BAY BICYCLE _I o I I I� 0 30 60 I I o E.M. r TYPICAL 4 IDE CONCRETE PAD oPAD -I I I r S��E: 1" = 30' E.M. , —I- 23.50' 23 00' - 1 PAINTED STRIP{NG r I - I � ( �- �S-rc)lp! CAI,IL BEFORE YOU DIG T XAS ONE CALL SYSTE-4 1-800-245-4545 (AT EAST 72 IIODRS PRIOR TO DIGGING) WARNING!!-. TIIE C NTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR 'i'O CONSTRCC IOP, AND IS SOLELY RESPONSIBLE FOR ALL I)MRAGES V EXISTING UICILITIES DCT TO ANY CONSTRUCTION ACTIVITY. a =-- 7607 EASTMARK DR., STE. 250F <7784 0> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 WROUGHT IRON v - I -I I- I I 0 POWER POLE K RRVS RVR I NU, LLU -ET a I I - W 1_IGHT POLE COLLEGE STATION505 CHURCH , 77841 SECURITY FENCE " (WHITE) I, L I 1 W I I- I, ' , 1 (3' OFF B/C) I I -1 m I 1 �p I o I I_ z I I I 1 t W ` 1 ?UY WIRE ANCHOR OFF: (979) 26$-3195 ( o r� I N ® GAS PIPELINE RISER W M ` = _ a 1 . � -� y �I I --� I FAX: (979) 691-8904 w w o I o ® C.O. I !! I I� a I ® C.0• p 1! _l_ mwv WATER VALVE LIJ b `o -� L z Z -I -I > 00 I of J L z Z J ( _) F.H. ' NATER METER �. 23.50' n - X E00 > ----- IDCV DOUBLE CHECK VALVE _ c� ca i x -r CD c� I —IEl - L.P. - r Z Z -I- ! I Ion -I- z z I A.I. I 1 ®EV ELECTRIC VALVE X - I C.Ow " I a_. 0 C.O. ® ® I ( -1_ ' 1 4) BV BALL VALVE r�j In 1 26.00' 1 ( J TIL 1-� 0 J ®EM ELECTRICAL TRANSFORMER cn _i m I I m I j 14 IN m I 1 m I—I Q Z - �cM GAS METER = 1 m c> 1 g a m I I 1 I VARIABLE W 5 ! OO MH MANHOLE c.o. i i L C.O. 6c.o. 1, LEAN OUT Z Z (� I'I -� _ I' W ,00 TYPICAL FIRE PHASE 3 1 I summ -I&I IF I A.I. WIDTH P.E.E. II _I- ' 05 FH QRE HYDRANT LANE STRIPINGt a A.!. PHASE 2 _l 1 I J I _I -� TYPICAL 4 WIDE I ®rn TELEPHONE PEDESTAL -rn - - _ 1 _PAINTED - _ - - - - - - J _ o _� PAINTED STRIPING 1 AI REA INLET ZI ❑ - ® E.T.- - E M� - -� �0 J.B.— —CNNo — E.M. — — — _ J.B. O r_ _ J {WH))-- C' J B -�.A- _I (WHITE) �" �Q JB UNCTION BOX 1 GRADING ADJUSTMENTS THROUGH SITE. tY ®� t0 \ " - -' —) -� 1 — — — — — — — — — — — — — — — — — — — -- `O - - M f1t1 I. %� Q�AI- REA LIGHT GROUND 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES A.I.—� I ( 1 ! j 6 j Si W I I I I ! i I '� E. T. I �' y c, h ( ) GEs io ® , I I �! I 13 C.O. _ '13.00' c — F.D.C. __ __ = Z o PB IXED PIPE BOLLARD 1ARK DATE DESCRIPTION LL C.O. L P VARIABLE WIDTH WST. M.H ! - ® I o� `� URB INLET cii n — O —I I- J x z Z Q UILDING SETBACK LINE F.H. 24.oa' -�- PROPOSED H/C � - -)- ROPERTY LINE ui w PARKING ROW MOBILE TRASH BIN - - ASEMENT LINE �' z BUILDING No. 26 I E L. P. w wjTYPE 1 RAMP ENCLOSURE -SEE -------- �1 I -t CIVIL SITE NOTE #11 - 20.00' 6 -BAY BICYCLE E.M. - `�' - 1 '0� ' o �, ® P.U.E, �,UBLIC UTILITY EASEMENT IF AM G POOL 40 - RACK & o ' �`} PLAN NOTES: 1 t 2700'1CONCRETE PAD �yWE o —— ui MOTORIZED SECURITY --i POOL HOUSE — — L_z r_J L._z •r J L_._,_ r_J _ IF—^ —� 1 I 1. REFER TO SHEET CO.1 & CO.2 FOR SITE, GATE (REF. CIVIL SITE I - -t - - W W - ' ' o PARKING, AND MI IC. CONSTRUCTION NOTES. /24I'i'I NOTE #21) w/3' WIDE o - Z 1 L. P. - w i i I i I ! ! ( i I I (-- Z — 1 Z CONSTRUCTION DRAWING II -11 �/will ,1flLlll� �l�i� � � � t A.I. PEDESTRIAN GATE I " r I o t _ - °= �? F.D.C. � TYPICAL FIRE - � � � � � 2. REFER TO HEET C1.1 C3.1 & C3.2 FOR ISSUED PR10R TO THIS W W LANE STRIPING �, ' �` OVERALL SITE L YOUT AND SITE/PARKING & DATE ARE REPLACED BY t ,.� A - N -� __ __ ®C o - N - ,r•-•- ° MISCELLANEOUS DETAILS. THIS SET & SHOULD NOT AMP (T 3) PHASING NOTES BE USED FOR TRAFFIC I SE 2 1 ; RAMP (TY 3) - - _ -� - - ,,:. 1 8.05' I pNA p - ! (BOTH SIDES) �- a tv! N CONSTRUCTION. SE _ - - - N R _ 1 a.�� TYPICAL 6 WIDE � a AMBULATORY ¢ 5' WIDE „ - Z - - '� 0 DETENTION, AND UTILITIES � MUST PAVING, IN PLACE �F T��q RAMP - SEE l ( PEDESTRIAN H/C RAMPS - E.M, z Z ' t 10- PRIOR TO C.O. 0 PHASE ONE. ALSO PUBLIC % dt L.P. BUILDING No. 25 / J CROSS -WALK w HANDRAILS _ - LL - L.P. ,,, UTILITIES MUST BE APPROVED & ACCEPTED BY * = * $ 00 B CS DETAIL NUMENT w/HANDRAILS SIGN �_� - _ TYPICAL FIRE _ _ ' r o - 5 WIDE PEDESTRIAN �' THE CITY OF COLL GE STATION PRIOR TO C.O. OF s B �- - ! - LANE STRIPING - EA PHASE 1. �o F.D.C. E -M- CROSS -WALK TO +—r- - O I 85s3 COMMERCIAL - �R -- ` v L EACH RAMP} DRIVEWAY, SEE / ; --� N. , 'tir-�, ST. M. 0 2. A TEMPORAR PERIMETER FENCE MUST BE B/CS DETAIL a � O .-.... E.T. — � a S •� o' „ / I - --) -, -� INSTALLED TO KEEP THE PUBLIC FROM NON a4 ST2 03 COMPLETE[ AREAS . d� w _t THIS -PERIMETER FENCE-- FIRE LANE- R LA E LAN Fl LAN BE EXPANDED TO INCLUDE BOTH PHASE 1 & i TYPICAL FIRE ( — — — 1 \� ,� (-s° A. 1. z H�aowa�� PHASE 2 AREAS AT C.O. OF PHASE 2. LANE SIGN N N N GAJ N -� ` 3. THE CONSRUCTIONENTRANCE WILL BE L— FIR LA E � FIRE LANE FIRE LANE FIRE LANE FlRE LANE 1 I RELOCATED TO THE SOUTHWEST DRIVEWAY FOR = �A5 u° °° �< I I (61' /` I I c' I I hI i I I I( I I �6'; Syw I I I I I I I I( f- ` { BOTH PHASE 1& 2. A TEMPORARY KNOX LOCK 0 TYPICAL 6 WIDE 15' P.U.E. 6 -BAY BICYCLE /�- ..� - - - - i M. H. WILL BE REQUIRED AT THE CONSTRUCTION GATE(S) � p �- 1- I O AMBULATORY �s �.; -� \ I 1 1_ 1- 1- . M.H. M RAMP - SEE °°' CARD %� _� RACK & 1 I - r- r- r- -� - AT THIS DRIVEWAY. 0- READER W BCS DETAIL _ \ IREADER _ CONCRETE PAD -i- -� r L V) / CARD 10.001.% -I- AMBULATORY 4. ALL IRRIGATION, LANDSCAPING, AND SODDING, Q SW3-05 READER �%\a BUILDING No. 3 E M z RAMPS (TY 3) - BUILDING No. 24 RAMP (TY 1 -� r� AMBULATORY ' I FOR PHASE 1, At�D AT THE APPROPRIATE TIME Z '� X a= RAMP (TY 4} 1 WITH PHASE 2 & 3 MUST BE INSTALLED AND 0 K 0 SWITCH -WIRED T I W �ppo rP �; W W - (ALL 4 CORNERS) - W Z 1 ' z OPERATE ALL 3 GATES @ ! z 0 i - N ACCEPTED BY THE CITY OF COLLEGE STATION •• OIL g _ 5' WIDE PEDESTRIAN CN I PRIOR TO AN ISSUANCE OF A C.O. �o- o MOTORIZED SECURITY MAIN ENTRANCE (REF. / ` ft ATE (REF. CIVIL SITE _l_ - CROSS -WALK - ,� Z F CIVIL SITE NOTE #22) I ` \ OTE #21) wiz' WIDE I -1_ 27.01' -� I ci - = o 5; sl/v� ( I t _ - _) L Z 5. PHASE 1_ON Y: A TEMPORARY PANEL AT O m EDESTRIAN GATE I - ' Q 0 — � b E.T — f 0 _ BUILDING No. 4 WILL NEED TO BE INSTALLED TO V) '� BUS STOP �rn N __ r __ 0 YPICAL 4 W{D _ -I z �® , I CONTROL THE FI' E ALARM UNTIL PHASE 2 J w >-- I F.D.C� -I_ ST.O .H. — F.D.C. - - _ PAINTED STRIPING - Q AMBULATORY L P. 24.00 r ® _c:_ . _ --- _ (WHITE) - I - -` j , 1 TEMPORARY HOUS1 G FOR (COMMUNITY CENTER) IS SBUILDING 4'SUED A s FDC FDCLSO A LOCK ~ ~ Q RAMP (TY 1) - 3' WIDE PEDESTRIAN C. 0. -I- I I I - -- - I � iI ' WILL BE REQUIRED UNTIL THE MASTER HOUSING IS o i GATE I- - - - 1- - - a W 11-- t� 0 N - t° w A.I. I ' INSTALLED AND ACCEPTED EPTED WITH PHASE 2. _ Li.I 5' WIDE PEDESTRIAN w - - 1 r VARIABLE 11 cn - 1 1 Z W -I WIDTH P.E.E. ( _- cb W I H it - CROSS -WALK s -I PROPOSED H/C 1 I �" I I,I - ^ -� ti ' 1 � (� LL.I z w iz-PARKING ROW rI I _ 00 _) 1 w F - o L w/TYPE 2 RAMP ® o• I ' 1- I j LJ I I I -f L E.M. ' 1 (PHASE 1& 2) PARKING REQUIREMENTS: _I o MOTORIZED SECURITY I 1, ! 0 26.00' ( I� ( (V I ' r > —� 0 Lij u o CD Q I I I_ ® C.O.o � 23.50' _� ORDINANCE: z o GATE (REF. CIVIL 1 - 1 II f 0 a 23.00' - r I Z I Y- I I Z J o =f -j MULTI -FAMILY D A ELLING m SITE NOTE #21) X -� I -1 II I I I-� L O I — N I Q 0 o 6 ®C.O.CD I' _F W I_ Z I - I ® E.T. 3 OR > BEDROOM= 1 SPACE / BED Ci ,= I II zCO M U) I w J I- > I I Z D -I W 1 REQUIRED: o ,d I W w �! -I Z I . C 5 _I 00 f z 'T 0 C.o. L) - I i E.M. , 6 (4 BED) DWELLING UNITS = 24 SPACES L i J is A.I_ ( _ I TOTAL REQUIRED (= 24 SPACES = � � � -- � � � er m _I I rn I o_ 1-, cN 1 ( o d °� - I '1 -I "' I I< 1 I !- - I W I- IC.O.I _ PROVIDED (PHASE 1): o U - L m C. TYPICAL FIRE I I Ld ( m I ® I I i- I. i I - ~ t I LANE STRIPING {-SOLID WOOD SECURITY REGULAR 42 SPACES C.I. 0 O C I L P M — �_ I 1 o L ti II - I- I N FENCE - 6' HIGH H/C =1 SPACES REVIEWED FO TYPICAL FIRE 6 -BAY BICYCLE J_ I 1 I J ( I / COMPLIANCE LANE STRIPING RACK & 1 I J.B. I I-� TYPICAL 4 WIDE E.M. ( - I - ( L Z (16.5 OFF P L) 1 TOTAL = 43 SPACES CONCRETE PAD - zI i PAINTED STRIPING - - E T o W Ic.O. ® 1 CLIENT INFORMATION M I -I I 0° - {WHITE) 6 -BAY BICYCLE ®- Z ( C� _ PROVIDED (PHASE & 2 MERICAN CAMPUS COMMUNITIES (OP),LP o - e20.00' E M -I I - I _ _ RACK & - - - - I r ? ' REGULAR = 53 SPACES ��N 2 Za11 /o CHUCK CARROLL O J - o I- CONCRETE PAD - - I o H /C = 3 SPACES pa ! {.�, TI 2700 HILL COUNTRY BLVD., STE..T-20 II Z Z — �) .n — '" .- -- —F.D.C. — I �) J _ ! COLLEGE Sl USTIN, TX 78738 N ,� I �. 09- �_ I TOTAL = 56 SPACES CARROLL@AMERICANCAMPUS.COM C14 d - -� L C.O.® _ _ .- - - "" - I t 1" 6 -BAY BICYCLE TYPICAL FIRE , I ( ( m I ENGINEERING H: (512) 732-1000 � - E -M. - i I , (PHASE 1 & 2) ISL%ND REQUIREMENTS: FX: (512) 732-2450 Z c F.D.C. - - I N -�_ RACK & LANE STRIPING I I„ o - - - - - - - - - -til MOBILE TRASH BIN o 1- CONCRETE PAD - I I 2a P-U.E. I 10' P.U.E. u� F.D.C. I ._ i ( THE SQUARE -FOOT GE SHOWN AT INTERIOR END FILENAME: 0418SP2B SCALE: 1 "=30' 100.17/7) -� ENCLOSURE -SEE - X �-) I PROPOSED H/C ( -� i I- ' �'�—(10017; 7) ISLANDS INCLUDES THE REQUIRED AREA FOR J.B. E.T.gnaw �- WIDE CIVIL SITE NOTE #11 1 - _= z 1 I� PARKING ROW t SINGLE OR DOUBLE END ISLANDS. ONLY THE SUBMITTED DATE: 2/23%11, 4/4/11, 4J20/11 • H I i -I I W 1 U j I w/TYPE 1 RAMP J — �— DRAWN BY: R.A.M. EXCESS AREA IS ILLUSTRATED BELOW. _ VARIABLE WIDTH P.E.E. _ ._ -. CHECKED o • Z z /o % PAINTED STRIPING � I I I M � L -00 I F.D.C. ED BY: R. .M. TRAFFIC o 5 I (WHITE) I �" }_� z 1 I_� `- - o __ I {�Via- �' PHASE 1: FIELD BOOK: 13 PAGES: 46-75 SIGN 8.07' N / .I I f 1 � o I I o " ( - { ����. D INTERIOR PARKING = 15 SPACES / ^ -i I I- -I - - ( ' ' a��.a ( j }- RME CONSULTING ENGINEERS tl o P. / it F ( ( Z t' -I "' I I-� r Z I 23.50' I ' `"'� t REQ D INT. ISLAND AREA= 13 15x180 -180 o Ge � I I I 0 c.0. o r --I,= h.n .... C CLIENT NO. PROJECT NO 0 1 SQ. FT. % Q / x O I I J i- II 1 26.03 ® z i — II N 16J WROUGHT IRON I o � y z I i z o � I I z r, 0. 1 ( -� PROVIDED INTERIOR ISLAND AREA = 455 SQ.FT. _ 0418 SECURITY FENCE :! v x 1 II 1 COQ o JUN2011 v I VARIAB ( ( 0 r1 a, I - _I I z - X I 0 1 1 PHASE 1 & 2: (3 OFF B/C) X / � L z WIDTH I J 1 �- W 1 .1_ C.O. , —{ _� I j I ti ® © r W I `0 m I ' : L rx `I INTERIOR PARKING = 21 SPACES -� r 0 m ; -! ' I L m m J cn ED]-. , DE r' ' 1, im f 'f ` L I REQ D INT. ISLAND AREA= (21 /15x180)=252 - 1 m ® CID. I1 �-j = I I - A.I. - 0116 m PST PROVIDED INTERIO ISLAND AREA = 646 SQ -FT. SHEET a OF 32 | / I T_ BUILDING �� | � ' \ uu�///) A. | |LANE STRIPING ' BUILDING � . �� . 20 � ' 1 1 jU | E. �� �n � � DIG TEM � �� / 2 OP�U�\ -_ RAMP (TY 1-/1OO17/7)^00 L.P. C.l �"" ��-z - |X MiS ONE CALL SYSTEM ~- ��250y <7784 )> GGIN r . - 0 \ ��� W. M. WARNING!!: Inmm. RACTOR IS TO LOCATE ANY ANDALL UTILITIES WROUGHTIRON D n WATER METER z =�� g - . - PiIOR 76 CONSTRUCT ON _TD IS SOLELY RESPONSIBLE FOR ALL DMHAGES COLLEGE STATION, TEXAS 77842 SECURITY FENCE > S c� m ;'� I — — &- TO EXISTING UITLITIES LILT TO ANY CONSTRUCTION ACTIVITY. EMAIL: civdCa,)rmengineer.com IL I WATE METER PIAN Lo 7 5' WIDE TYPICAL 6' ODE TORY 7— M.H PEDESTRIAN SYMBOL & LINE LEGEND SURVEYOR AMBULATORY 15' D.U.E. CROSS—WALK Y 1) L E_ 1" 30' T IRON NT FEN E F DB i7w RAMP SEE r 9z m H. A�L 0 POWER POLE 505 CHURCH STREET T "v) t j 1 0 B/CS DETAIL w w � I� F. D. I lIGHT POLE COLLEGE STATION, TX 77841 L rT P. E. E. SOLID WOOD SECURITY Guy WIRE ANCHOR OFF: (979) 268-3195 15 PC no 15' P U E FENCE — 6' HIGH Tw GAS PIPELINE RISER FAX: (979) 691-8904 COMMERCIAL FIR 0 8.00, (16.5' OFF P/L) mwv WATER VALVE C.O. DOUBLE CHECK VALVE 15' WIDE (V EV ELECTRIC VALVE c� BALL VALVE E[ 12 ELECTRICAL TRANSFORMER LANE SIGN I - GAS METER TYPICAL FIRE C)MH MANHOLE 13 1 C.O. 114G t4O- E.M LANE STRIPING 6c.o. TYPICAL 6' WIDE L. P, I TPICAL FIRE IRE HYDRANT PHASE 1 LANE STRI ING WATER METER TYPICAL 4 WIDE 6-BAY'BICYCLE 0 RAMP - SEE PHASE 3 1 1 1 1 & B. F. P. PAINTED STRIPING RACK & z AMBULATORY G (WHITE) CONCRETE PAD Ln B/CS DETAIL BUILDM RPB J NCTION BOX GRADING ADJUSTMENTS THROUGH SW3-051 RAMP (TY 1) E.M. F.D.C. 0 6/20/11 (+0.85') AND OTHER VARIOUS CHASI�GESJ -cn IREA LIGHT (GROUND) 0 pe FIXED PIPE BOLLARD U) A.11 MARK I DATE DESCRIPTION 11 11 � C.I. I , 1 10 V KA SIT 72 HOURS PRIOR TO DIGGING) POST OFFICE BOX 9253 MOTORIZED SECURITY G TE LO ILDMIG t4O- Do C URB INLET in 23.50' BU (REF. CIVIL SITE NOIE 3T2 I VARIABLE WIDTH 03 0. BUILDING SETBACK LINE vs U BISTANOTIALLY 04 ul _11 I�SEMENT LINE VARIABLE WIDTH t4o. 10 PLAN NO Aft TiON DRAWING cdl 6 —:::1 TYPICAL FIRE j— 2. REFER CONSTRuc A LANE STRIPING E. T. S TE ISSUED PRIOR TO TH DIIAG No. 7 13UILIDING NO- OVERALL I L�YOUT AND SITE/PARKING & DATE ARE REPLACED 0 MISCELLANEOUS DETAILS. C.O. 800, MOBILE TRASH BIN SP ENCLOSURE - SEE BE USED FOR PROPOSED H/C z ex — PARKING ROW LI CIVIL SITE NOTE #11 f� PARKING ROW C.O. CONSTRUCTION. 00 w/TYPE 1 RAMP F. D. E L- to C.O. 1. ALL SITE PARKING, PAVING, DRAINAGE, 23.50' - %I LIFT STATION 001 DETENTION, AND PTILITIES MUST BE IN PLACE ... .... CL 0 PRIOR TO C.O. O� PHASE ONE. ALSO PUBLIC FIBER OPTIC UTILITIES MUSI bit APPROVED & ACCEPTED BY SRE Lh THE CITY OF COLL7GE STATION PRIOR TO C.O. OF Rouul RClI 2. A TEMPORARY PERIMETER FENCE MUST BEa R III, L.P. 0 INSTALLED TO KEEP THE PUBLIC FROM NON- Bl�' Fid NDED . /Rxrr/c PHASE 2 AREAS A SIGN SOLID WOOD SCREENING � - _ FENCE - 8' HIGH (AROUND R LANE CR L 1-7 00' / S/1, PERIMETER OF LIFT STATION) 3. THE RUCTION ENTRANCE WILL BE r —MOBILE TRASH BI I PC 9-o 7 S T IRON RELOCATED TO EST DRIVEWAY FOR WIDE ~~~~=~�--0 17.0 L.P. ENCE uOiM PHASE | & u* Luum CIVIL SITE OTE #11(10017/7 N �- �-- WILL BE T THE CONSTRUCTION Sl D AT T|���|V�VA� ' P.P.Ld / � -- L-TRAFROCIVIL SITE NOTE #11 U) "1 4. ALL IRRIGATIO , LANDSCAPING, AND SODDING, J_ WATER METER | & B.EP. || G. V. ' � � FOR PHASE 1, A� D AT THE APPROPRIATE TIME - .11r% (L< _ - (BOTH SIDES) WITH PHASE 2 & 3, MUST BE INSTALLED AND dft 0 Or' F— uxi ACCEPTED BY THE CITY OF COLLEGE STATION ft I] _----. ~_ _� 8^L ='' (75 -- \5. PHASE 1 OJY- A TEMPORARY PANEL AT z m tD �_BUILDING No. 4 ILL NEED TO BE INSTALLED TO < 0 D __ __ ___ \ ___ - \ __ ___ .E^E,"".`= ___-_ _- ____ (COMMUNITY CENTER) IS ISSUED A C.O. �nnncn -- __ -- - --- - TEMPORARY HOUSING FOR BUILDING 4s FDC LOCK WILL BE REQUIRED UNTIL THE MASTER HOUSING IS z < INSTALLED AND AC EPTED WITH PHASE 2. Lij 0 Ld -- --- -- \ \ Fn _-- --- --- \ ' \ \ � \ ` . / ~--- \ \ . �~ . . \\ \ \\ \ \ ` \ \\ \ \` . . \ \ \ \ ~ | \ ` ` | \ ' \ \ \ \` | ` \ ' \ \ \\ \\ \ .\ | \ ' | ` (PHASE 1 & 2) PARKING REQUIREMENTS: ORDINANCE: C) 0 _j MULTI—FAMILY DI ELLING 3:: cmn 6 (4 BED) DWELLING UNITS = 24 SPACES w TOTAL REQUIREDII = 24 SPACES PROVIDED (PHASE REGULAR = 42 SPACES REVIEWED FOR TOTAL = 43 SPACES COMPLIANCE r CLIENT INFORMATION PROVIDED (PHASE 1 & 2): JUN 282011 MERICAN CAMPUS COMMUNITIES (OP), 'LP REGULAR = 53 SPACES /o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-2 b TOTAL = 56 SPACES GINEE EN RING 'CARROLL@AMERICANCAMPUS.COM 4H: (512) 732-1000 (PHASE 1 & 2) ISLAND REQUIREMENTS: FX: (512) 732-21-50 \ \ U U THE SQUAKE- SHOWN AT INTERIOR END FILENAME: \ ' R�O'[} INT. ISLAND AR�A=/�1y1�w1�O�=2�2 �� -- ' � / ' --' NN� �� � \ ' ��.FT. �w�0�� �� mm� �� | \ \ PROVIDED |NTER|^ ISLAND AREA == 648 SQ.FT, SHEET �; OF' 3�� ^^ �~ ^ ^ SINGLE OR DOUBIJIIE END ISLANDS. ONLY THE SUBMITTED DATE: 2/23/11, 4/4/11, 4/20 11 EXCESS AREA IS ILLUSTRATED BELOW. CHECKED BY: R.A.M. PHASE 1: INTERIOR PARKING = 15 SPACES FIELD BOOK: 13 1 PAGES: 46-75 RME CONSULTING ENGINEERSI SQ.FT. I CLIENT NO. PROJECT NO, PROVIDED INILINIUIN ISLAND AREA = 455 SQ.FT. 178 0418 INTERIOR tAKKINU = 21 SPACES \ ' R�O'[} INT. ISLAND AR�A=/�1y1�w1�O�=2�2 �� -- ' � / ' --' NN� �� � \ ' ��.FT. �w�0�� �� mm� �� | \ \ PROVIDED |NTER|^ ISLAND AREA == 648 SQ.FT, SHEET �; OF' 3�� ^^ �~ ^ ^ UTILITY DEMAND SUMMARY: METER BANK SIZES: METER #1 - (3" METER) - BUILDINGS No. 29 thru No. 32 2154 �- BUILDING TYPE 1 BUILDING TYPE 2 BUILDING TYPE 3 TER#2 - (3" METER) - BUILDINGS No. 36 thru No. 39 •�v'• PEAK PEAK PEAK METER 3 - 3" METER - BUILDINGS No. 27, 28, 34, & 35 A� USE AVG X4.0) AVG. (X4.0) AVG. (X4.0) METER #4 - (2" METER) - COMMUNITY CENTER, BUILDING 40 & BUILDINGS No. 25 wEj LOIR �'""�� NORTH SEWER (gpd) 1,600 6,400 2,400 9,600 1,600 6,400 METER #5 - (3" METER) - BUILDINGS No. 3 thru 5, 15 & 16 i t..• f _--�"`� Q D / WATER (gpm) 7 28 10.5 42 8 32 METER #6 (3" METER) BUILDINGS No. 17 thru 19, 23 & 24 �,,�`���V 20' P.U.E. - METER #7 - (3" METER) _ BUILDINGS No. 5 thru 10 & BUILDINGS No. 12 thru 14 - �. A'CIFI j / METER #8 (2" METER) BUILDINGS No. 20 thru 22 w, (10017/7) o COMM. CENTER MAINTENCE BLDG. SITE TOTAL -�.-OF WAYi WATER .,.. -•�• PEAK PEAK PEAK METER #9 - (3/4" METER) - MAINTENANCE BUILDING (BUILDING 11 & 41) (100 RIGH I METER #9 -•-� O 6 � 120 l U USE AVG. (X4.0) AVG. (X4.0) AVG. (X4.0) METER NOTE: ALL MASTER METERED BUILDINGS/UNITS SHALL BE PLUMBED IN A SEWER (gpd) 1,350 5,400 150 600 65,500 262,000 MANNER SO THAT ALL INDIVIDUAL DWELLING UNITS CAN BE INDIVIDUALLY METEREDe �.• ��•► O H L _ i , CALE: 1 = ,fi0, WATER (gpm) 3.4 13.75 .1.7 6.75 287.1 1,148.5 mJ THE FUTURE. ��� WATER 1 l METER #8 ,.,,. .... ...•-'...""". 41 IRRIGATION (gpm) 45 45 UTILITY DEMAND NOTES: �» 430.50........ �_ 1•. PEAK WATER SHALL BE DETERMINED BY THE BUILDING CODE - FIXTURE COUNT METHOD • E 1 �- t i { k t { { j t 4 ' FOR THIS NEW RESTAURANT FACILITY. 40 �5 �,• ..•���� �.- { I . { I 20' P.U.E. S ��.......�••"'." 2. SANITARY SEWER AVERAGE DAILY FLOW WAS DETERMINED BY THE B/CS METHOD 2 - (10017/7)- LAND USE DETERMINATION. 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED ® _ a BY THE IRRIGATOR. �,,,. �- IIIIiIIIiIIllillll 11111!!IIIIiIi 1111iiIllll +. r r 6-10 7 �,� ++�"'� 2a '� I!IIIII!iiIIII 1lkllllll i'II{!1!Iiil-!ill!11II-1ll{ITI 111ii „ Ii +( _ ,,..,,,...�-► '"'--------- ------ - _ - 12 PRO - D .,w,r,...+�' 180 251 262 PROPOSED 180 ? ECTRIC S T. Q0 32 SQ.FT. SQ.FT. Q•IFT �ELIEqTRIC E MT. SQ.FT. i E NOTE 4) N -t •-� .,cs- 481 12 28 SEN T 2) o 16 s0 - t"', I I I I I I I I I I - Q.FT ---� - E- _ D r ® 1 - _ - - - - - - - - _ _ - - - -1-1 - - -JI! I 1 1 ! ( ! ( ! ( 1 ( ! ! ! ! i ,) ! I ! 1 ! ! ! { ( { f.: l i> : ! ( ( ! I ! ! ! ! ! f ! ! ! 1 ( ! 1 ! ! ( I f -^ `" .{ _-•--- I ! , �,, '1-i, �,,{ I -i �,,, I_, I I I I I i I I I I III I I 16 ...-' _..- 180 SQ -FT. PROPOSED L s Iso ELECTRIC ESM SQ.FT. I 1 ' SQ.FT. ( E T 4 1 ; ; k ! ' y 22 _� 28 27 I I r - r _ _�-=1 1 23 I 19476 I I SQ FT. „Illkl, \ 26 25 24 I I 1 1 PROPOSED ELECTRIC j ',� -� - I WATER - - t3 WATER ESMT. SEE NOTE 24 { - J METER #6 \ TER 29 r -I METER #3 � ,�'`I _ - tAU T #) 2 1 =1 �+ r _ EARLY DELIVERY PACKAGE (PHASE 1 & 2) 1 = - , m REFER TO SHEETS Cl830 34 @35 1 C1.1A-C1.1C & WATER 0 to METER #7 ! L1.1A-L1.1C FOR PHASING t �-- �.� 10' P.0 . NOTES & REQUIREMENTS ' S 1UU-1 2 _ 1 I _I & CIVIL SITE NOTE 2 PROPOSED ELECTRIC SEE ' % A9 -- -� a ' ✓ ESMT. (SE _ 24 I ELECTRIC ESMT. 1so ( ( ' 1� (SEE NOTE 4) \ i NOTE 24 33 - : I (SEE NOTE 24 SQ.FT. 180 212 POOL HOUSE PHASE 2 SQ.FT 333 SQ.FT. : _ 7. \ \ SQ.FT.I ' SQ.FT. � 14 # ) # ) - SQ.FT. S FT.I I \ r s ��{------_----- 1' I _ ' TEMPORARY ROLL-OUT 1J I -- _-- -- _ - is ELE TRO EOSE SMT. 1 i - 1rJ -i. , ;1 , ! , , i i i'-! i ,---i - n �_ /. CONTAINERS, CIVIL SITE , ' I ' i i !"! I ! ,� rr , i -, 1-ri-r, , r , 15 (SEE N TE #24) �, „ , „ , ,;; ,; i _ 160 31 + , �r -ems i 1 r +� -1 • O -NOTE #25 r �.. �r -r r -,- ..- `{ _ SQ.FT. 1801 -i WATER __ l 2 P.U.E. �� - - - -� _ ~ SQ.FT. i I J -� (68 /99) 12 ' Q. -1 37 36 Q I- 0 ETER #4 _` �f` 1[�' 15 _36 =r- 1 1 - S _I ( PHASE 3 4131= aml 01 97 --- 7 `� = WATER � - PHASE 1mgml � - - - - - - METER A9 1 , I-{ c { 1 I I= 32 - 1 - VARIA WIDTH - ( 0.23 AC P_U.E. = -I I� 1 �' 1 ' , WATER t j (ORDINANCE 2806) r_ 1 38 �Q� METER #5 -, j ^ -� r -� r -� r -,. r -.. n NOW OR FIRLY 1 r -� r -a. r -a. r - I i j i... •L ( �L` _ ® �.- r'! I I I I I! I I I I S I I J I I! i l l i I I l I I i i'! I I 1 1 1 1 1 1 1 1 1 ` I i ! I_ 4 541 AC P (CALLWAY LLA -S), I 434 10 5 y -?r31 11 H -sa. 1!!!!i!!!!iII!! i i!!i!i! sa.FT. -- V E 6869, PA �9 ® I SQ.FT 7 SQ: :FT 12 LP 1 171 1 11 1 s c7. Q.FT ! S302 2 J{ . 13 19 - _ - _ I _ _ 180 _ 399. _ .�, - - _ - _ _ _ -- - 'I S .FT. SQ.FT. \ ( j = S4:FT. Q.FT > Q � � 180 1 I i! 25' B.L. C LLAW BDIVISIO SE TWO I 25 B.L. 5 B.L. SQ.FT. \ ' ( ( �I Tom.' _. LOTu, BLOCK ONE 7 7 7 7 7 7 (VOLUME 6869, PAGE 99) � ( - � ° l--1 f1 _i - -L 13 0 13 - 0 CALLAWAY SUBDIVISION. PH 3: LOT 1 - BLOCK ONE 801 MARION PUGH DRIVE COLLEGE STATION, TX 7 �,q 2154 2818 VICINITY MAP 10' P.U.E. (10047/7) L N 22' 03 32 W - 1,274.93 ~ '-BUS STOP 0 ADJ. RIGHT=736' ADJ. LEFT= 450' MARION 1 UGH DRIVE ADJ. RIGHT=450' OPP. RIGHT=360' OPP. LEFT=770' (86' RIGHT-OF-WAY) OPP. RIGHT=810' BUILDING SUMMARY BLDG. LOT 1, BLOCK ONE BLDG. (16.673 ARES or 726,310 SQ.FT.) BUILDING TYPE 1: 2 -STORY (29'-4" MAX) NO. TYPE N0, TYPE GROSS AREA = 6,933 SQ.FT. 1. REFER TO SHEET C0.1 & CO.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEETS C1.1 A, C1.113, & C1.1 C FOR ADDITIONAL SITE PLAN DATA. FOOTPRINT AREA = 4,331 SQ.FT. DETAILS. 4. UNLESS OTHERWISE NOTED ALL RADIUS ARE 4.0' ALONG THE B CK OF CURB. PARKING RE UIRE 1 N/A 21 1 DWELLING UNITS (4 BEDS) = 4 BEDCOUNT/BUILDING = 16 BUILDING TYPE 2: 2 -STORY (29'-4" MAX) 2 N/A 22 1 3 1 23 1 PROVIDED: REGULAR = 697 SPACES GROSS AREA = 10,304 SQ.FT. FOOTPRINT AREA = 6,405 SQ.FT. UNITS (4 BEDS) = 6 BEDCOUNT/BUILDING = 24 4 2 24 2 5 2 25 2.DWELLING THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS. ONLY THE EXCESS AREA IS ILLUSTRATED 6 1 26 2 = 4 7 15x180)='5,964 AREA 9 ( / SQ.FT. PROVIDED INTERI R ISLAND AREA = 6,196 SQ.FT. BUILDING TYPE 3: 1 -STORY (19'-4" MAX) GROSS AREA = 5,684 SQ.FT. DWELLING UNITS (4 BEDS) = 4 7 3 27 1 8 1 28 1 PIPELINE RISER mwv VALVE BEDCOUNT/BUILDING = 16 BUILDING No. 1 COMMUNITY CENTER: 1 -STORY (29'-0" MAX) 9 1 29 3 10 1 30 1 ®erg GAS ME R 0MH MANHOLE 11 N/A 31 1 GROSS AREA = 7,502 SQ.FT. BUILDING No. 2 MAIL CENTER: 1 -STORY (16'-0" MAX) GROSS AREA = 225 SQ.FT. 12 1 ,- 32 1 13 1. 33 1 IXED PIF�E B LARD r� JURB INLET - - - 14 1 34 1 LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE I BUILDING No. 11 MAINTENANCE BLDG: 2 -STORY (29'-0" MAX) GROSS AREA = 2,060 SQ.FT. 15 2, 35 1 16 1- 36 1 FOOTPRINT = 1,078 SQ.FT. 17 11 37 1 ; BUILDING No. 41 STORAGE BLDG: 1 -STORY (16'-0" MAX) GROSS AREA = 606 SQ.FT. 18 2 38 1" 19 2 . 39 1 , 20 1 40 & 41 N/A R EVI IRA D FOR e+:,yf wee • s, r � id D JUN 20 2011 Ip��4y� 4j� F. 0 �y"yk,'�E' NT °'{�Plav,1� Edi !E�� F. �1�,:�5li�a.. '�J' irn � � . �'8.-o cek P, LAT FII,F011'. � r 7 ;i 0 ADJ. LEFT=309' OPP. LEFT=320' 01 0 A CIVIL SITE NOTES: CIVIL SITE NOTES (cont'd�: 1. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR COMMUNITY PANEL NO. 48041C 0144C & 48041C 0182C BOTH WITH AN EFFECTIVE DATE OF JULY 2, 1992. VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION - 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. MONUMENT OR FREE-STANDING SIGNS AND SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER COLORS ARE NOT PERMITTED. THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT EAST 72 HOURS PRIOR TO DIGGING) WARNING'.!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D.IMAGES TO EXISTING U1j11ATIFS DLT TO ANY CONSTRUCTION AL°PIY1T1'. PROPERTY INFORMATION ICALLAWAY SUBDIVISION, 'PH 3 LOT 1, BLOCK ONE (VOL. 10017, PG. 7) (16.673 ARES or 726,310 SQ.FT.) ZONED: R-4 NOW OR FORMERLY AMERICAN CAMPUS COMMUNITIES OPERATING PARTNERSHIP, LP (VOL. 9703, PG. 59) PLAN NO S: 1. REFER TO SHEET C0.1 & CO.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEETS C1.1 A, C1.113, & C1.1 C FOR ADDITIONAL SITE PLAN DATA. 3. REFER TO SHEET C3.1 FOR SITE & PARKING DETAILS. 4. UNLESS OTHERWISE NOTED ALL RADIUS ARE 4.0' ALONG THE B CK OF CURB. PARKING RE UIRE BENTS PHASE 3 - ENTIRE SITE): ORDINANCE: MULTI -FAMILY DWELLING 3 OR > BEDROOM = 1 SPACE / BED REQUIRED: 160 (4 BED) D ELLING UNITS = 640 SPACES TOTAL REQUIRE = 640 SPACES PROVIDED: REGULAR = 697 SPACES H/C = 15 SPACES (2.09%) TOTAL= 712 SPACES ISLAND REQ UIREMEi TS (PHASE 3 - ENTIRE SITE): THE SQUARE-FOOITIAGE SHOWN AT INTERIOR END ISLANDS INCLUDE5 THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS. ONLY THE EXCESS AREA IS ILLUSTRATED BELOW. INTERIOR PARKI = P G 497 S ACES .REQ D INT . ISL�D = 4 7 15x180)='5,964 AREA 9 ( / SQ.FT. PROVIDED INTERI R ISLAND AREA = 6,196 SQ.FT. SYMBOL & LINE LEGEND 0 OWER POLE 3 SIGHT POLE UY WIRE ANCHOR ® GAS PIPELINE RISER mwv VALVE (NATER ®wM WATER METER nM DOUBLE CHECK VALVE 4. ® EV LECTRIC 4D By OEM ELECTRIC ALL VA L T �E ®erg GAS ME R 0MH MANHOLE OC.o. QLEANOU M REQUIRED r&FH SIRE HYD ANT E3 +1' NTP ( LEPHO E PEDESUL+2' ❑ AlI AREA IN T I3 +3' 10B UNCTION 0 +41 1bAL REA LIG�H 1 GfkR11D:) • PB IXED PIF�E B LARD r� JURB INLET - - - UILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE I 111 491 +ter s +;. 7607 EASTMARK DR., STP;. 250E <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-46,95 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH TE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHA,GES MARK DATE DESCRIPTION SummumSTANT1 I COMPLETE A% Am m OEM All 1111011111 CONSTRUCTION A1111 I MVI am CONSTRUCTION DRAWING, ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF ow Aw 0 B 8583 •• 4- �I#. f /C N5� „! 4 r7 0- w ui Q 0 X 0- x Q �� zI- C� ® o IL _ rh mo W 0 US CJ F- W z CL Q 0 � 0 F_ Q d� J o � z rn Q WLL_ �0 W " o OC 0 W o %_ �� il w ` 0Q -1 0 r mo 0 0 ui BEEN ACCEPTED BY THE CITY. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (LOOSE ROCK NOT PERMITTED), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, 17. ALL BUILDINGS, EXCLUDING BUILDING 11, 40 & 41, WILL BE PROTECTED WITH AN AUTOMATIC FIRE THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. SPRINKLER SYSTEM. FIRE PROTECTION PER TYPE OF BUILDING IS AS FOLLOWS PER THE IFC (TABLE B105.1 & CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' C105.1). BUILDING SQUARE-FOOTAGES ARE ILLUSTRATED IN THE BUILDING SUMMARY TABLE. INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 69% IMPERVIOUS COVER ON THE SUBJECT APARTMENT BUILDINGS (TYPE 1. 2 & 3) - TYPE VA, 1 HR SPRINKLERED, NFPA 13R SYSTEM PROPERTY WITH A DENSITY OF 9.59 DWELLING UNITS PER ACRE (160 D.U. / 16.673 ACRES). 1,500 GPM FROM A MINIMUM OF 1 FIRE HYDRANT CONSTRUCTION JOINTS SHALL BE PLACED AT 20 8. AN ON SITE DETENTION FACILITY (IN THE PARKING &UNDERGROUND STORM SEWER) IS PROVIDED FOR THE COMMUNITY CENTER - TYPE VB, O SPRINKLERED, NFPA 13 SYSTEM INTERVALS. 1,500 GPM FROM A MINIMUM OF 1 FIRE HYDRANT REV EWED FOR CLIENT INFORMATION PROPOSED DEVELOPMENT. 18. ALL BUILDINGS SHALL BE EQUIPPED WITH A "KNOX SWITCH" OR A MANUAL DISCONNECT FOR ELECTRICAL. R " co LIA DE LP AMERICAN CHUCK CARROLL ERICAN CAMPUS COMMUNITIES 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID A KNOX BOX SHALL BE LOCATED ON THE COMMUNITY CENTER EXTERIOR WALL WITH ALL KEYS TO THE 6 �� c/o12700 COUNTRY BLVD., STE. T-2 0 DEVELOPMENTS RISER ROOMS. t�Uiv AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO '�h,11 PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 282011 AUSTIN, TX 78738 CCARROLL@AMERICANCAMPUS.COM 19, FDC CAPS SHALL BE EQUIPPED WITH KNOX LOCKING DEVICES. COLLEGE ly{ a EGE �C: fATI PH: (512) 732-1000 1Q. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, » :; �,.il..#.. m� v. � 732-24-50 DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY 3 ENGINEERING F,.. (51�) 20. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE a OR CITY PERMITTED CONTRACTOR(S) ONLY. LID "SHALL BE OF TYPE AMP OR USA, LL562 LOCKING LID. -- N FILENAME: 0418SP1 B SCALE: 1 "=60' 11, THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION 21. FOR ALL VEHICULAR SECURITY GATES THE MINIMUM CLEAR SPACE, WHEN FULLY OPEN, SHALL BE TWENTY (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR THE TRASH SUBMITTED DATE: 2/23/11, 4/4/11, 4/2'/11 FEET (20'). GATES WILL EITHER ROLL AND "COLLAPSE" INTO THE FENCE OR SWING INTO THE YARD. THE F - COMPACTOR PAD. SOLID WASTE WILL BE COLLECTED BY ONSITE PERSONNEL, FROM THE MOBILE TRASH MAXIMUM VERTICAL CLEARANCE, BETWEEN THE BOTTOM OF THE GATE AND THE PAVMENT/GRADE, THAT SHALL :� `: - . DRAWN BY: R.A.M. ENCLOSURES, AND TRANSPORTED TO THE TRASH COMPACTOR. EXISTING WHEN THE GATE IS FULLY CLOSED SHALL BE LIMITED TO SIX (6) INCHES,�- CHECLC "rry d D BY: R.A.M. 12. THE SITE IS "PHASED" AS FOLLOWS. EACH PHASE WILL BE ABLE TO STAND ALONE, MEETING THE 22 THE THREE (3) MAIN ENTRANCE GATES SHALL BE EQUIPPED WITH A KNOX SWITCH, LOCATED AT THE FIELD BOOK: 13 PAGES: 46-75 REQUIRED ORDINANCES INDEPENDENTLY, PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE -�-) " CONTRACTOR SHALL PROVIDE A TEMPORARY GATE AT THE SOUTH ENTRANCE, AT THE SOUTH LIMIT OF BUILDING INSIDE OF THE FIRST CARD READER. THIS SWITCH SHALL BE WIRED SO THAT ALL GATES WILL OPEN. 3 PAVEMENT RME CONSULTING ENGINEER " No. 5, TO PROHIBIT PUBLIC ACCESS TO PHASE 3 AREAS AND A TEMPORARY GATE AT THE SOUTH ENTRANCE REINFORCEMENT CLIENT NO. PROJECT N . DRIVEWAY TO BE CLOSED AFTER CONSTRUCTION HOURS. BOTH SHALL BE EQUIPPED WITH TEMPORARY KNOX 23. THE EXIT ONLY" SOUTH GATE SHALL BE EQUIPPED WITH A KNOX PAD LOCK, IF NOT AUTOMATIC, AND A LOCKS. SEE PHASING NOTES ON SHEET C1.1A THRU C1.1C AND L1.1A THRU L1.1C FOR ADDITIONAL PHASING KNOX SWITCH IF IT IS AUTOMATIC. . -#4 BARS 178 - 041 REQUIREMENTS. 24. EASEMENT LABELED AS "PROPOSED" SHALL BE DEDICATED AFTER COMPLETION/ACCEPTANCE OF THE TYPE IA - MONOLITHIC PHASE 1 (BUILDING No. 4) ASSOCIATED UTILITY AND MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING C.O. PHASE 2 (BUILDING No. 4 & COMMUNITY CENTER) PHASE 3 (ENTIRE SITE)25. ROLL-OUT FOR DISPOSALEDURINGRPHAOSE IS& 2. THESHALL IE CONTAINERS HALL BE STORED BEHIND. BUILDING SNo. 2 SOLID WASTE CON %� � CURB D p GUTTER V!N.T.S. VG, SHEET OF 32 ��AM1+11ht''1 L9 ® Anita - r T 1� dd or VV1 1 X. W- ; LLU. _ 0 LL W 0-DO w \ *i x W Ms uj kN •E r, 2 ♦ITW+` BUILDING TYPE 1 BUILDING TYPE 2 BUILDING TYPE 3 METER BANK SIZES, EEER f1 - (a MERE) - BRIAING9 IA, 29 mm xa 3R - W YEIR) - Bvwlxcs No. b xo. OR PEAK PEAK PEAK UMEA 12 Nry YFFR (3 - (.T NITPU - RIPI RINTF Ee x], ", .la A, AE USE 0 YElpl yA - (S 4EEW) - CpA.Mr, Y LED., BVIWIN4 40 k WIIMNGS Na x5 SEWER (9PJ) 1,6W 6.400 $400 9,600 1,600 6,400 uETR /5 - (T uEmE) - euu9EICB I. a Rry 5. Is h 1R WATER (GPFF) 7 2B 10.5 42 B 32 METER yn - (5 DREW) - eMADERA No- n mm 19 OR A W N,. , - (S• PETER) - RVII➢.. "0. 5 RED 10 k MO ORE. ED. 1] Rry 14 COMM. CENTER MNNTENCE BLOC. SIZE TOTAL '1- /R - W YE1ER) - BVEERRI Na ED um 22 PEAK PEAK PEAK METER 0 - (Ole IREER) - WIRFE DEE RamxlE (ARGUED 11 n 41) SEVER (gpU) 1,350 5,40D 15D 600 (NADER) 262.000 WEER NEIE ALL MASTER PETERED BULDEGSAROD SNAIL RE PWYBEIr IN I MAxRR W THAT ALL WERMpUAL DWEUINO WIRER CAN BE RIWNDARGL FEEDING WATER 3.4 13.75 1.7 6.75 2f.1 1,148.5 vI TEL FLWRE B( RR GATI(gpm) WELLBORN ROAD P11 - UNION PACIFIC RAILROA*0 (1(p• RIGHT -OF- » uEEEP Is r l •- uEER re - 41 � NTI Itt D upun NO A. It1 .50' �~ _ _ - - io B:. 1 LOW R. A $HALL BE BEIERMIxEp er TNf 9UILVINc CAM. - �I. MOOT NF1 lOD r 15= E - 1.430 -'- 1 - FW LETS M' RESTAV RAIi FAC OF RV ED, U E •j 29 2 Sµ DIT RA1 AVERAGE pNLY ROW WAs DEIRYIIIR BY ME BjGS AIfTICO 2 - Gp01>/]) _ 0- VA OETERu NAnW. 21 20 / E IFE KOREA BEMµp IS ME PEPX BEMAl10 Al. IS µ ESTIVATE AIN SI1WL0 BE VEAInEO _ �' BY ME I9RRWTW. � 1 Im AIR .. PnOPO c / _ LIELIPLEFN 2B 28 25 24 11 I I Ea aPEAD OLE... I \ Rw 29 wAER'E"R /3 . I. FREE ezR) 4 - 1 I Eiin""rD V (� EARLY OWVIOtY 1 1 \ N \\ i PACKAGE (PHASE 1 k 2) I u 34' 35+ ( 1 CLiAF C1. TGo kMEETS 17 111( - 16- `u i F- \ \ \1 1 I - (- 1 NOTES k RETIREMENTS 1 �PRLPD °sD. I I &CIVIL SITE NOTE 412 p p ncWc (RECINc FALL I (s E NE yz0 (s¢ np¢ '24) mn •Ix IPoa np®usE�.. PHASE 2 1 11 i to 11 TEMPORARY ROLL -OUT \ \ 31 _ ' _-- k _ 1 CONTAIN CIVIL SITE \ PLLE \ ,en WATFP - A" N \ ( /69) \\ � I WE37 36�/I11� ... 15 ORTE"R rz - I T 1 Pxpsitt "� ♦vuuA WOT - 02] CPUL 4-- �I O§ (GBOIxPr12 2p06) \ i I _ _ I -- - 36 39 I ,N 'h 1 2 O O MEIwFA'ys / I I AC 1(CALLWAY LLAASI,A � I( E GD59. P i, \P \5 - [, ) mw - CpLIAW Bolmsi , SE TWO\ mo I n \ w [1 ' a (V0.VNEL969 pAEEE9B) 7 ` \ r ZONED 6 - --- �.��� .o - mow.. r.--•--� -_ o - - N 22' 03 32 W - 1,274.93 �(;�p.; t R..mRn= M-R-AL1-BW MARION PUGH DRIVE OR.EDxT=Rp ceP. m4xl-bo' WP. 1III=no' (B6' RIGHT-OF-WAY) WAY) DPP. BwHT-91tl ST(DP! L I ,! CALLBF,FOREYOUDTG Z TEXAS RAC CALL. 6YM iOPERTY INFORMATION SURVBYOR Y SUBDIVISION, PH 3 RWSB' LNN - O1UZ RCx T 1, BLOCK ONE W °"`°E"""°", T">'e41 ()AOA IOOD, PG. 7) ONE. ((s>B) zR 3TB5 AMES I[ 726,310 SQ.FT.) Enx (All) wr OPo4 ZONED: R-4 PG. 1. REFER TO SHEET CO.1 k. CO.2 FOR SITE, 1 _ PARKING. AND WSC. CONSTRUCTION NOTES. 1 9 2. REFER TO SHEETS CMA, CI.1B, k CI.1C FOR 13 '1 1 ADDITIONAL SITE PLAN DATA. 3. REFER TO SHEET C3,1 FOR SITE k PARKING DETAILS. 1 W I A. - I 4. UNLESS OTHBiWSE NOTED ALL RADIUS ME " P t 4.0' ALONG THE BACK OF CURB. _) 1 D0'WR/P.V)I PARKING REIXIIREMENIS (PXACF 3 - ENTIRE SITEI 1 14 1 ORDINANCE: MULTI -FAMILY DWELLING 3 OR > BEDROOM - 1 SPACE / BED ( 1 RV m`Y REQUIRED. - I y '1 { 180 (4 BED) FE U640 SPACES 1 - 1 TOTAL REWIRED ED = 6d0 SPACES S PROWDED: REGULAR - 6AG SPACES IS SPACES (2.08)Q -�1 O _ TK/cOT = Z12 SPACES TOTAL ISLAND REQUEEMENTS (PHASE 3 - ENTIRE SITE) i - THE SQUARE -FOOTAGE SHOWN AT INTERIOR EN( TE (14 1O 1N REWIRED AREA FOE ISLANDS INCLUDESDOUBLE (+ DOUBLE END ISLANDS, ONLY THE ESINGLEXCESS AREA EXCESS AREA IS ILLUSTRATED BELOW. A INTERIOR PARKING = 497 SPACES 25 RL RE00 INT. ISLAND AREA=(497/15x160)=5,964 SQ.FT. PROVIDED INTERIOR ISLAND AREA = 6,196 SQ.FT. 0 POWER POLE M UGHT POLE GUY WIRE ANCHOR -DO, -1 LEFT_ms' DPP. LA R B GAS PIPELINE RISER MwN WATER VALVE ®A WATER METER ® DOUBLE CHECK VALVE W 6 A A oa FALL VVA`VFAL ELEVATION _ ---------------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A. ELECTRICAL AN 30911 BFICAT ®W GAS METER - • (`p pWpy5 BORN ION PH '.� LOT 1 - BLOCK ONE 801 MARION PUGH DRIVE N COI IEGE STATION, TX T• BUILDERS SUMMARY 0m 1' 1 0 we Do BLOG NO, TYPE HLDG. NO. TYPE STALING FA T 2-STORY (29'-4- MAX) GE.51A AREA = 6.933 SOFT DWELUNG UNITS (4 BEDS) SO FT. BEOCOUNIT/BUILOING = 16 1 N/A 21 1 2 N/A 22 I 3 1 23 1 / BUR DING TYPE 2 2-STORY (29'-4' MAX) FORE a ` $ J ,%.. �* £ GROSS AREA - 10.304 SOFT. FOOTPRINT AREA - 6,405 SQ.FT DWEWNG UNITS (4 BEDS) = 6 BEDCDUNT/BUILOING = 24 A TYPE 3� i-STORY (19'-4' MAX) GROSS GROSS AREA = 54B S)- BEDCOUG UNITS (4 BEDS) = 4 BEOCWNT/BUILDING = 18 A. ml REAR+ D PER v WE 4 2 24 2 5 6 2 1 25 28 2 2 7 3 2J 1 B 1 26 1 9 1 29 3 R + ,A� M.yhY g � 2/54 BUILDING No. 1 P.O]:MUNITY QENI£R 1-STORY (29'-0" MAX) CROSS AREA = 7,502 SO.Fi. BUILDING No. 2 MAN CENTER 25W.F (16'-0' MAX) GROSS AREA = 225 SQ.FT. I E ER E 10. 1 30 1 11 N/A 31 1 12 1 32 1 13 14 T 1 33 34 1 i BUILDING NI. 11 MAINTENANCE PEGG' 2-STORY (29'-0- MAX) D. MR OR p 15 2 35 i 16 1 36 1 RB18 GROSS AREA = 2,E0 SQ.FT. FOOTPRINT = 1,078 SOPF. I Do - D 1 3J 1 MAP STORING ED 4 STORAGE No. 4 (- STORAGE STORY (ib'-0• MAX) WIELD 1B 2 36 1 19 2 38 i GROSS AREA = 808 SQ.FT. _ ¢ cult xP ; 20 1 10811 N/A L SITE NOTES CIVIL SITE NOTES ELIVIAEEE CMPd"AlR W5 ERtt ®n R nt'd)' CLEEANWT 0 '1.O O ai um ER>sT DwsAXO�i c n HnlN WE now um As W,wmcNLv OwcRD W FEW A- Pwu UL No AAslEWnr� sLL EE GRRARD Rw LAW WEM LY ELEµR./XAµRAD w .1E,.CP a lerc PSNEL xC. 1 1 •malt mexc eow rnm ax vrtcn lE DARE rc auv x, iex2 4m REE FIRE IT RAN TELEPHONE P MAL ❑ aY A I.. y EDER CRRAER LEER Rlls s RE "awAL wPERRI xAsrtw . � AREA INLET IN O � xANgGP PARRRIL WMES wAl%S E RMPL BULL REEL ALL RE s ADD sT A.1 � AREA R O WAILLORREAL aws KEW RAADI DEIEc�Es A A.. mTE A➢PURIENµ,W ARE Aw D u µ� uAAA, EDT, oEw A, wVIaDDRID,L w,W, 'E. rEE, sxaw Lr R REFERENCE ARD ARD LLFS1 AWAI anv. ca1RAiEOR W" cmEEwALE nrtg WERA bTE AREA TRF']•IIR f TTo AtlY.a� I F 1n Ex w1mLPul. umVNFNr W RACE srumx ns 1 a a •R FIXED PIPE BOLLARD W Rr, N WE F ou POLL RE D DE ER TO ET E AEE D AR sAFRAN E, SHALL ¢ 15 P.ATED SEr°taAmY AND RUST RRALI AW WE NOI Rp [MiCPAll Ma"AVCE RDE ME OD FRED N POLL W E ,F DEALER lD u11 " A UMFlR MPEAFANLE Rlyd➢aC SNNµ �. CURB INLET HWmEFPAwIE PER WERE WDEwARKs HALL CttlaST W 1..W .1. PAVERS W W o',,EALRw BARWD ADD IRE 1FAWD AL MEET mE LrA1WAWR w µGn� >.ID OF WE W L __ - BUILDING SETBACK LINE UNE Tmol. RE DE .OR RY FEE .11. .OF NATURAL cwW[l[ L RUL q�nM, TME WAR s¢miX µALL NO Wl AWE EE W W RAWDOPROPERTY WERE RE PRD.EW URGE XdtlOGRALLY. PANES WlL B[ RWIIIED IN 9lw A RµxER ---- EASEMENT UNE ARE .1 PRATRE, VAT ME PROJECTED IXNE 0[ MET GOES NOT WOOL No PRMRLI FIRE. P.U.E.PUBLIC URETY EASEMENT .I BUEWRL FERAWL ADD EAmIRT uxR ENRLAP RNLI RE EACRRI WE R ALREAR. X. rv0 EARD DE wu DE Auoxm W 9R u n WL-MAMR ROAnF uo EWE xroRAvrs x4vE e.l.. BUILDING SETBACK UNE py 1wF MCPTD R✓ M WY. CEµW WALE RNA DE. DERW ROM )IN.. D ED A AREA III D.L.PANIICE 15 RAWDE. IN MLD , A REAR Sw915 µ WEMIPw AREAS ALL,UX xW AR IR w P1 11. EXwcwc b s AI. NLL REP WM µ AVTNUTc WE A WHY TY A AND wu¢NT PFwRtt ar `RW` AR PER E E[ EL W Is As - RE D Rr SI EAR, martADI �M`), LAZ RD PRE nrorteml PER PAT mE I[c DARE R1Es.l n CURB NOTFe EXPANSION JOINTS TO BE PLACED AT 60' IMMEM CAR1. LED III NG EARA _RAPERAMALARLY 6SAWE FOacC as0. W:YRE swmE- AE s Am nA uErvuc v rAmt W T WWORTEM WE ERWJ INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T. - 11 ARID, MM A ER9tt 61R.Y DINp1114 AIDED PER ARIE (160 DL. /P16 B]) AMER) TOROALARLRE l EW A OWILLr. I x At _ ry R n. 1 HF SPIdImENm. MPPR IX aYalEu A 1 ERE xmRNllR 1OAARRIWY CONSTRUCTION JOINTS SHALL BE PLACED AT 20' nWRE1-,TALLY OIVRAY 10 BE CLOSED 4lER µET E IW xwRC C µDµ� W EwRw Ml" RLPI"µH yl0p "' 1"E'FYIi GiLY Sp1M CARE WALL RE ECNpPEO MIM A I(NOF PAU L6A: N MOT AV1RAlIC, ARD A c 3E 1. NOBS RI - A n4W .1 -1 11RU TR AREENIo L ARM RAW E rt , FWARWC . _ /4 BARS r-tllf`' xEpuxwwRx D A.A.cENm Az. 1RIE m .I W 0 (wi�ilYi21.1 - PxA4R(RUWWNG xe .) / TYPE IA -MONOLITHIC I. WARRANT LABELED AS 'P SEO µALL DEWCATED AFTER OPPON MooOlAVIE OF TIE A4 x =ER Ma . Al CCMVUN tt RN1FA) AUlwltt µ0 NV55 OEFRE[OPa➢ pWOR rO IIDIµCE T A eALgNC G¢ JUN 282011 P"AZL(R,WE Pm DEAR. E RW (1) RRPRARY ROLL WI LR.WIIRL E wASIE CONCRETE CURB &GUTTER OFWERAm sc EOREAKm5 µAll 0, Wwm eExxO WLEWD A. OF crni.EGea..: - N.Ts. m DATE DRCRIPnaI SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 4120171 BE USED FOR CONSTRUCTION. 111 tiM xsE�p� CD Z n O_ N �_X n Q O Q=Z sz ZOF }1A O D, Z(n 3m LL LEJ Ow O O a W F _ EAii 3 C) o1 O O R �00 W J F- E.,DD ...II LED GRe).. A.- SEE T-z RIME CONSULTING ENGINEERS CUENT NO. PROJECT NO. 178 - 0418 v ■ ■ ■ SHEET S OF 32 r I rL w 2154 ROAD Q NORTH WELLBORN FF O�• FF 1e RAILROAD RDA P.G.E FF FF _ _� — — —� PACIF7CF_wAY) �- — — — — (V /Ps) FF FF FF _ I "G0' RICH - / _ _ _ % Ff — — — — — sib _ _ vleri`ureu nlm j13j1r• - FF = FF — — - - 0.60_ al FF FF — CONCRETE WASHOUT - FIF — — — LOCATED WHERE. REQUIRED 43 SIB — — 7 J I B cM �� PB � \ \ CH \ \ - FP \ \ IPB P.U.E. (a Big I 111 I \ 1 A P ALLWAY LLA yyy E BSW. P hLLAW DINS SE Two\\ -�Vd.UM BBBB. PAc{ 9e) � VI Ihv 1 - NI 11fY[ EWC - SEE SEE EMOVE I -AJ FF 317 _ F - rr FF —f�-0 -- ® 3u 31e JIB IPB ME IN PLACE TO FROM W INTO ORIVE J:a \ LOT 1 • BLOCK ONE \ _ _ (16.673 ACRES) / IPB SIDEWAIR NI'DOE= RAMrUt P 322 -- \ PB \ 324 PR3BAB C P.U.E. WIDTH\ \335 (M..... H. moo) — _ — _ P — \ \ 326 \ \ J" CHAIN -LINK FENCE IP ,rs. wmo"wn Io:I N INSTAL 12"0 LOW IPB P I S.Y. OF ROCK RIP -RAP TLTER FABRIC, PLACED IN — ICRETE GROUT AT PURGE PUNT - 8'0 TO 0 STONES (40 LB MINIMUM) — — IPB @•m v / TYPICAL INLET PROTECTION 3b BARRIER - PLACED AT G IMP 9CWI9WI I ALL INLETS UNR GROUND COVER HAS BEEN ESTABLISHED 044? PB IPB 123 41 A 3ATE REMOVE/RELOd DOWNGUY - DEMOUPON NOTE I SAW CUT k REW EXanpw S CURE - STOP 1 CALL BEFORE YOU DIO 18TA9 USA OW, M. •T - 1-AW-NS-/516 I � wnn 19ronam erturn 9r ueW91un9 Iv m IMm�®aava n m ewm 1919 VI1u119 d"94119 Y111:n. II II ewery L I:uP IF9CN9 Nei I � 1 I 0 POWER POLE yLIGHT POLE MY WIRE ANCHOR m GAS PIPEUNE RISER Ms+ WATER VALVE ®BN WATER METER IBOV DOUBLE CHECK VALVE mn ELECTRIC VALVE Oa+ BALL VALVE ®a ELECTRICAL TRANSFORMER ISIS GAS METER 0. MANHOLE na CLEANOUT AU FIRE HYDRANT S. TELEPHONE PEDESTAL ON AREA INLET Q• JUNCTION BOX li AREA LIGHT (GROUND) ro FIXED PIPE BOLLARD OURS INLET BUILDING SETBACK LINE ....... PROPERTY LINE - EASEMENT LINE i PUBLIC UTILITY EASEMENT 1. REFER TO SHEET COA Al C0.2 FOR EROSION CONTROL AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C1.2A, C1.28, C1.2C Be C3.2 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN A& DETAILS. 3. REFER TO SHEET LI.tA, LIAR & LIAC FOR LCLGV. - SS'./J-9eu 9J/ LE,M�PCURy SOUARE CHISELED IN SOUTHWEST CONNER OF B INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE, CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.I1183) :CE 5t.111aN. IS 77841 " 268-31B5 B3o Bet -sew NUM oerz I DESM" N I REVIEW ONLY NOT FOR CONSTRUCTION 2116111 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM RLYIEW UNDER THE AUTHORITY OF BASIN A METCAl P.E. NO, 511583, ON FEBRUARY 18, 2011 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. Incvomcv I IPA— 1 ?:4EROSION CONTROL LEGEND z IF FF FT FF FF FF FF FF - FF FF FF -/l_ X FILTER FABRIC FENCE g s 'tea-'" ((REINFORCED FEE MAY BE Ri / Ott\ m+.e• as 1 IN THESE AREAS) d RFB REINFORCED FILLER FABRIC FENCE J se nl«.891• I MARION PUGH DRIVE na.14 R91 sG STAB%JZED CONSTRUCTION ENTRANCE O S Ir wlwxusR ; (BB' RIGHT-OF-WAY) '________= IPBINLET PROTECTION BARRIER (PH 2) Z _1d ___..t__-,I�___yn.___n,e.___�y.__...r9s___—___alp___31�___a4.__4>io__( _>m--�Tn.u.n ) .. — re --------------------------------- — METAL "Y PORT z ONO 55 FAITH SUFFICIENT —AREA INi-ET STONE AND WIDTH h LENGTH OF ENTRANCE TO PREVENT ACCESS STREET CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. 3" TO 5"0 STONE—� (ASiM D448) � S GEOTEXTLE FABRIC EXISTING WBGRADE— CRS 0S- FETION CONSTRUCTION ENTRANCE N.T.S. 0 WIRE MESH FENCE 0)3 s (ATTACHED TO POST) 0 EXISTING GRADE 1 t PLASTIC UNER 4 18" MIN GEODEXTILE BAGS FILLED I� WITH SAND OR GRAVEL I i TO ANCHOR PLASTIC UNER FILTER FABRIC (ATTACHED TO WIRE FENCE) ILLLLLL�JJJ ' - - DETAIL "A" 4O EXISTING_ B' MIN. VIEW CRUSHED ROCK RUMBLE, o z ELEVATION SUBGRADE WASTE MATERIAL OR yy�� COMPACTED WASTE m 8 `-RE 0 TRIER SET HAY BALE FENCE SILT FENCE ETAIL 8" TO IB" AWAY FROM SUBGRADE TOGETHER AT JUNTS kEX SHEET T WITH NYLON CORD TOP COMPACTED FILL c0 c° s • • 4� TNO GROUND Q • • •,. v 16" MIN 0 z US _Q w o ZFZ W gZ i5p0 E. �N0 1/w,,a ✓ET�y W6 N J �� V) 0 o y 0 o8 =1 J • r _ • eke' BOTTOM PIT cCExr S MIRIsu 1 AREA (MIN) FRONT VIEW C/o CHUCK CAMPUS CgIMUNITES (OP), Ia /O CNUCK MUNIR, • P D $ r 1RJC0 MLL CUUNIRY BLV➢., SIE T-ROUTT LONG METAL 'i 24" HIOM SILT FENCE, AS tt�p�O�BT�O 10' SPAdNO STOPMANUORI EQUI BY SILTPNi (e1R)) wR-1= GEOIEXRLE BAGS Fl.. X) STOP OR EKED BY SI Tx(51T) T3R-245o WITHSANDOROR_TO ANCHOR PLASTIC EXISTING GROUND �/ fir COMPACTED FILL nagoNfl IHtesFu L is m •e 1 / WIRE @ SILT FENCE SEE DETAIL "A" \�.- i BURIED B" BELOW GRADE (DOWNSTREAM) (UPSTREAM) SIDE VIEW IN9TRLL ALL EROSION CONTROL MEASURES IN SILT FENCING ACCORDAN of ITL B/CS STANDARDN.T.S. SVPI-03 CLIENT NO. PROJECT F 178 — 0418 C100 SHEET 4 OF 34 M BUILD I- POOL GLEEVE 2" DOMES FlRE SUPPLY T LNG N 1 ' VAULT w/6" STEEL o. F.F.=3243 I LP. MASTER METER M4 2 METER) w/BACKFLOW PREVENTOR' IIIGN IsI�T PROPOSED 1 PUSUC AMR LINE, s2 E.T S MEET C2.4 I I n s!w { I ME E 1' •I 6 B/IY IS' P.LLE.-• I @ BUILDING No. 3 E.M. i I OG p F.F.-322.40' Ws sToT Otl .oI P. r hJJ B.B. IL Ir�O.(�y z N 9LL �L t p iF ®E'li. 1 r JI I I m F Z� ?LL. mLL dd XB 2p �LL iJ :AL GRADE LOCATION 'ROXIMAA 0.48, OF ENCE BETWEEN 24"e ADS k 8" SANITARY - p F/L-31$ 45' BUILDING No. 20 F.F.-321.60' EM. PRIVATE SEWER SERVICE (UNDER BUILDING) DA1. -- C.D. A() BUILDING NO. 25 E.M F.F.-320.7VFE- - e E3 M. I A.I. I { I' i I 11 II Hki II 0 II 11 I L d� I Z ti z a ! I I I I I u 6 8 I e ED �a BUILDING No. 24 RF.=320.90' C.O. ;W�. 1 E.M. E.T. LT k Ir ADS h B" SANITARY I SEWER a l y I 1 I C 1 1 0 MH5 I II • 1 1 c MASTE N I ! 1 (2" M h zo .I I i :il I s I I 1 m n IP 1 II .1 EN I ' 1 p EN.. I 1 1 I 1 11 1 s `L z n I I 11 0 ZII I 1 9LL 'I 5 j II I 1 � ;Iit 1 .I • 1 1 zo I Ee n I � II I u LL I .I I 1 E 1 1 I /y N PLAN NORTH I e 3e I 1 II i r y Cn G I W 0 Z 1 Z 1 I v r i ° I)N OF "e I �42'0 C.N.P. 1' WLYFPi I I R METER t8 I MR) 1 UND 1 I1 EPgINT I �BEERRc o BEER I PROPOSED PUBLIC I WAVER UNE, SEE SHEET / C2.3 h C2.4 20' P.U.E I poon/T) I I 1 1 I I I I I 0 POWER POLE UGHT POLE -tta MY HIRE ANCHOR GAS PIPELINE RISER ITN WATER VALVE ® WATER METER md' DOUBLE CHECK VALVE ELECTRIC VALVE 4ry ®O1 BALL VALVE B)m ELECTRICAL TRANSFORMER CAS METER 0. MANHOLE od CLEANOUT 4Am FIRE HYDRANT ®m TELEPHONE PEDESTAL llllN AREA INLET Q5 JUNCTION BOX IdAE AREA LIGHT (GROUND) •Pe FIXED PIPE BOLLARD (3y CURB INLET TB BUILDING SEA(K UNE - -'- PROPERTY UNE EASEMENT UNE P.U.f PUBUC UTILITY EASEMENT - ` - • - 2" or 4" PRIVATE WATER SERV -- ' -- ' - 2" or 4" FIRE SUPPLY UNE — --•— 4'. 6' or 8" BIN. SEWER sERNCE -' - --• PRIMARY ELECTRIC CONDUIT -- -- -» SECONDARY ELECTRIC CONDUIT !LE DAMN. rx 77391 WB) R60-d195 9) 601-9909 o IE oucmmoN 90% COMPLETE REVIEW ONLY NOT FOR CONSTRUCTION 2123111 1. REFER TO SHEET CO.1 h CO.2 FOR SITE, pRELiMINARY PARKING, AND MISC. CONSTRUCTION NOTES. 2. THIS DOCUMENT IS RELEASED REFER TO SHEET C3.4 FOR MISCELLANEOUS DETAILS. FOR THE PURPOSE OF INTERIM REVIEW UNDER ME AUTHORITY OF RA C N A. METCALF, P.E. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO NO. 08583, ON FEBRUARY 23, ENSURE THAT ALL EXISTING IMPROVEMENTS 2011 R IS NOT TO BE USED (MANHOLE UOS, VAULTS, TRAFFIC BOXES. ETC...) FOR CONSTRUCTION, BIDDING ARE ADJUSTED 50 THAT THEY ARE FLUSH WITH OR PERMIT PURPOSES. THE NEW SIDEWALKS AND PAVEMENT. COGS ELECTRICAL NOTES• i. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY ELECTRICAL CONDUIT PER COLLEGE STATION UTIUTES (CSU) U, SPECIFICATIONS AND DESIGN, z 2. THE CONTRACTOR SHALL BE RESPONSIBLE i0 ) n EXTEND ALL NEW CONDUIT FROM EXISTNO STUBS 9 OR DESIGNATED TRANSFORMERS (OR OTTER m O EXISTING DEICES). 3, THE CONTRACTOR SHALL BE INSTALL ALL z _ L~LLLff^ 1- EIECTHIC DEICE PADS AND/OR FOOTINGS (I.E. Q W z z 5 i TRANSFORMERS, PULL BOXES, ETC...) IN CSU SPECIFICATIONS AND J Cl. W Q ACCORDANCE 1MTH DESIGN DATA. O (n F a INSTALL PULL' 4. THE CONTRACTOR SHALL BOXES IN ACCORDANCE WM CSU SPECIFICATIONS N Il.l N AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. = -30 LIyy O yayy Z -ICU b O J 4Wlilll(4 (NI. VIP O Z Sff. T-TOO WPULCOM scNp r.To' VII COLUMN (TYP.) RAFTER (M) [ijw;0 'yl�tW: ET-`olSd 1-9�-Oo 9,-Om 7 SLOPE 114' PER FT. ROOK' DECK-. �CIJP ANGLES (T)P) C RAFTER (TYP.) COLUMN (M.) FOOTING- SEE SIZE b N YA. MUL71PLE BAYS AS REQUIRED ai CANT. BEAM (TYP.) OPTIONAL CANTIIEYER AT EITHER END FASCIA BEAM ROOF DECK DECK BRACE' WEN TRIM 2 ;/74 x7 1 1/2' iNDE' X DEPTH EXCEEDS 13/B SCRf (TW..) 18 pa BRACE 7- --I to' I — Co J' Kw X-o' as BOLT, NUT, WASHERS D01N SIDES AS71W A325 (TYP.) rr r rr r r r r r r r 92&M- C10'x 2 1/2' x GA. FYi57KSl /1 AMS C10'x 2 112' x _ GA. FY-57KS RAFEM CIO`x J 112' x _ GA. FY-57KSI ROOF DECK: 00'-00' NR- 1! PANEL _ GA. am UP TO 100 26 GA. J000 PS CONCRETE HARDWARE 112' DU. AS71W A507 BOLT, NUT k WASHERS. J/4' CIA. AS7M AJ07 BOLT, NUr h WASHERS JW07/B' SMSS W/SEAL kO' O.0 AT LAPSE PARKING AREAS TO BE CONCRETE OR ASHPHALT STEEL REINFORCEMENT NOT RE0D UNLESS SHORN MINIMUM DEPTH 48' WEN ROCK SUBSTRATE IS ENCOUNTERED AND FOOTING IS EMBEDDED 12' M/MMUM IN SUBSTRATE