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HomeMy WebLinkAboutParkway Square Shopping Centerra Irrigation General Notes: 1 ALL materials and equipment shall conform to all applicable State of Texas, City and County codes. 2. The irrigation contractor shall be responsible for securing all permits prior to actual work on site. 3. The intent of the 100% coverage of all landscape areas. 4. Prior to commencement of work, the irrigation contractor shall contact the Owner to coordinate all required inspections. 5. Extreme care shall be exercised in excavating and working near existing utility easements. The irrigation contractor shall be responsible for the verification of all utility locations (telephone, TV, gas electrical, water, cable, etc.). The irrigation contractor shall be responsible for all damages inflicted on any and all utility lines. 6. The Irrigation contractor shall at all times protect his work from damage and theft and replace all damaged or stolen parts at his expense until receipt of the Certificate of Substantial Completion from the Owner. The Irrigation contractor shall flush and adjust the system for optimum performance. This shall include regulating the pressure at each valve to obtain the optimum operating pressure for each system. 7. Use glue joints in mainline passing through sleeves under pavement. PVC sleeves shall be Schedule 40 and shall extend 24" out of the nearest existing pavement areas for easy location. The irrigation contractor shall be responsible for coordinate all sleeve locations on the project site with the Owner and/or general contractor. 8. The irrigation contractor shall also comply to these additional special requirements to the irrigation system shall include the following. a. All mainlines shall have a minimum of 18" of cover (Bch. 40 PVC Pipe.) . b. All lateral and sub -main pipe to have a minimum of 12" of cover (Bch. 40 PVC Pipe.) . c. No rocks, boulders or other extraneous materials shall be used for backfilling of trenches. d. All pipes to be installed as per manufacturer's specifications. e. All threaded joints to be coated with Teflon tape or Liquid Teflon. f. All lines to be thouroughly flushed before installation of any sprinkler heads. g. Sprinkler and related equipments shall be installed as per manufacturer's specification. h. No electrical connections shall be made in the field except at a valve control box or another valve box specifically for connections. i. All 24 volt wire shall be No. 12UF/UL for common wire and No. 14 UF/UL for control wires, direct burial shall be solid copper. j. The irrigation contractor shall be responsible for proper coverage of areas to be watered; i.e. adjust heads with insufficient coverage due to blockage by existing or proposed site features or sizing down sprinkler heads to avoid excessive overthrow. k. The irrigation contractor shall refer to landscape planting plan to keep sprinkler equipments and accessory materials from interfering with proper planting; i.e. Verify rootball size for planting; configuration of shrub/groundcover beds, etc. I. The irrigation contractor shall provide expansion coils at each wire connection in valve box (wrap around 3/4" pipe 12 times). m. The irrigation contractor shall utilize appropriate automatic drain device where low head drainage may occur. n. All sprinkler heads shall be mounted on swing joints unless otherwise noted. o. The irrigation contractor shall install a separate common for each controller. p. 24 Volt wire shall be color coded: Common shall be white and Control red. q. The irrigation contractor shall install manufacturer's recommended grounding equipment for power supply and valve output with (2) 5/8" copper clad ground rods. r. The irrigation contractor shall install manufacturer's recommendation on fault ground and lightning protection. s. The irrigation contractor shall furnish the owner with the following : 2 wrenches for disassembling and adjusting each type of sprinkler heads and valves + 2 keys for the automatic controller +2 quick coupler keys with matching hose swivels. It. The irrigation contractor shall add extension risers to pop up sprinklers when needed for proper coverage. Coordinate with landscape contractor as to where risers for sprinkler heads are required. u. The irrigation contractor shall install sprinkler equipments 12" from all buildings foundations and install sprinklers 4" from any curbs or walkways. v. The irrigation backflow prevention device shall be installed within areas of proposed shrub plantings. The purpose of this is to keep the device screened from view. 9. The entire irrigation system (labor and materials) shall be guaranteed and warranted for a period of one year. The warranty period shall commenced upon final acceptance by Owner of all landscape and irrigation works. 10. The irrigation contractor for the project must be licensed to do business within the State of Texas , as required by TCEQ." Irrigation Legend: Sym Sym Irrigation Equipment and Manufacturer Sprinkler Specification GPM NETAFIM TECHLINE CV SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH. SEE INSTALLATION NOTE #16 REGARDING DRIP TUBE LAYOUT IN SHRUB BEDS. Rainbird PEB series Electric Remote Control Valves with sizes as noted plan. One (1) 1" water meter Supplied and installed by irrigation contractor for the irrigation system. Water meter to be installed as per city and county codes. Verify point of connection. One (1) 1" FEBCO 765 Backflow Prevention Device to be installed as per city and county code by irrigation contractor. Install BPDI Guardshack Enclosure GS-3.3 to protect backflow devices. Verify location on site. Rainbird 33 DRC quick coupling valve (valves to be installed below grade inside valve box) Total (6) field located on site. One (1) Rainbird ESP 16 LX Irrigation controllers. Verify location and coordinate electrical requirements for controller with General contractor and / or owner. Install Rainbird Rain Sensors within close proximity of controller location. Verify location with Owner. 1101111 _ Pressure Line shall be 2" sch. 40 PVC pipe. Install "Thrust Blocks" as required. Install appropriate Gate Valves where noted. 6" Sch. 40 PVC irrigation sleeves unless noted as 4" on plan. Verify location of all sleeves on project site. 1/2" Sch. 40 PVC non pressure line. 3/4" Sch. 40 PVC non pressure line. 1" Sch. 40 PVC non pressure line. 1-1/2" Sch. 40 PVC non pressure line. Sequence of Irrigation Valve Size of Irrigation Valve MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY DRIP LINE START CONNECTION MALE ADAPTER PVC OR POLY EXHAUST HEADER PVC OR POLY SUPPLY HEADER DRIP LINE START CONNECTION REMOVE CONTROL VALVE WITH DISC FILTER AND PRV AREA PERIMETER DRIP LINE PERIMETER LATERALS 2" TO 4" FROM EDGE SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC PIPE OF THE SAME DIAMETER AS THE ZONE VALVE SIZE USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY. �A� DRIP CENTER FEED LAYOUT L2.1 J SCALE: NOT TO SCALE 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION (1 OF 2) ID TAG VALVE BOX WITH COVER 12-INCH SIZE FINISH GRADE(rOP OF MULCH REMOTE CONTROL VALVE RAIN BIRD PEB PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL © REMOTE CONTROL VALVE L2.1 SCALE: NOT TO SCALE NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. FINISH GRADE/TOP OF MULCH QUICK -COUPLING VALVE: RAIN BIRD MODEL33DRC VALVE BOX WITH COVER 6-INCH SIZE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 40 STREET ELL BRICK (1 OF 2) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM (C'� QUICK COUPLING VALVE L2.1 SCALE: NOT TO SCALE BACKFLOW PREVENTER L2.1 SCALE: NOT TO SCALE #765 PVB VACUUM ER LINE SIZE. R NIPPLE OR PVC 1. R 90 DEG. ELBOW 90 DEGREE R NIPPLE OR PVC I. R UNION OR PVC R NI PPLE (LENGTH tUIRED) OR PVC I. _D GRADE 13"Wx30"H LIFT-OFF concrete pad to be aed around device. tension shall be :x30" length. INLET AND OUTLET ]UIRED) anhA and larF TOP OF GRADE — 17 MM COMPRESSION FITTING E DRIP TUBE L2.1 SCALE: NOT TO SCALE NETAFIM TECHLINE CV DRIP TUBE 2" BELOW GRADE IN SHRUB BED OR 4" BELOW GRADE IN TUBE TIE DOWN STAKE: (SHRUB BED ONLY) MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY AREA PERIMETER DRIP ZONE DRIP LINE START CONNECTION EXHAUST HEADER DRIP LINE REMOTE CONTROL. VALVE WITH DISC FILTER AND PRV SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC PIPE OF THE SAME DIAMETER AS THE ZONE VALVE SIZE USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY. ( F� IRREGULAR AREA DRIP LAYOUT L2.1 SCALE: NOT TO SCALE OUTSIDE WALL HYBRID CONTROLLER: RAIN BIRD ESP -MC SERIES OUTDOOR WALL MOUNT 1.5-INCH PVC SCH 40 CONDUIT AND FITTINGS JUNCTION BOX WIRES TO REMOTE CONTROL VALVES 1-INCH PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY IRRIGATION CONTROLLER L2.1 SCALE: NOT TO SCALE 4" MIN. CLEARANCE PAVING to iw uv. CAP (TYPICAL) 24' MIN. TO FINISH GRADE PAVING T 12" MIN. 18" MAX. NOTES PVC CAP (TYPICAL) 1. ALL PVC IRRIGATION SLEEVES TO BE CLASS200 PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO24-INCHES MINIMUM ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO95% PROCTOR. H 3LEEVING L2.1 SCALE: NOT TO SCALE SECTION VIEW MAINLINE, LATERAL, MAINLINE PIPE LATERAL PIPE WIRING IN CONDUIT AND WIRING IN THE SAME TRENCH .O \ \ O \�\, \� • PLAN VIEW WIRE W/O CONDUIT RUN WIRING BENEATH AND ALL SOLVENT WELD TIE A 24-INCH LOOP IN �ALL BESIDE MAINLINE. TAPE PLASTIC PIPING TO BE WIRING AT CHANGES OF AND BUNDLE AT 10-FOOT SNAKED IN TRENCH AS DIRECTION OF 30" OR INTERVALS. SHOWN. GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. NOTES: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 1 TRENCH DETAIL L2.1 SCALE: NOT TO SCALE 56 NINE NINE Disclaimer 15 III 0 1 II W I I 1 ° PVB VERIFY LOCATION ILL i In I NEON NINE! NINE! MEN 0 I I I 4 1 III 1 TEXAS AVENUE Wong & Associates, Inc. shall not be responsible for the operation and/or maintenance of this irrigation system, once the date of final acceptance by the owner is established. All grades and elevations on the project shall be set by the project civil engineer. The Owner shall be responsible for the monitoring and the maintaining of the irrigation system. Monthly moisture sensor tests of all sprinkler zones around all building pads and on entire property, shall be performed by the Owner to ensure that no over -watering and/or any irrigation system leaks are present. The irrigation contractor shall be responsible for providing all guarantee and warranties for the irrigation system. The irrigation contractor shall be ultimately responsible for the installation and proper operation of the irrigation system. to, 1 1 IRRIGATION PLAN L2.1 SCALE: 1" = 30'-0" NORTH LO co N 0 U Z_ U_ a O LL Landsc AArch,t Wong & Associates, Inc. P O. Box 2028 Bellaire. Texas 77M2-2028 Member. American Society of LenO WeArtlll t > U� Z UJ 14 mi W W t =Z Z Q�-o _O C� o F- �Cf)< 14 }'aco W 3:� W CD >W Q J �QO ^QX LLI N ci uJ U 0 Z H ? 0 Q W a o = Landscape Requirements: 1 Perform all work in accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over such work and provide all inspections and permits required by Federal, State, and local authorities in supply, transportation, and installation of materials. 2. The contractor shall be responsible for the verification of all underground utility lines (telephone, gas, water, electrical, cable, TV, etc.) and all overhead utility easements prior to start of any planting works. 3. All plant materials shall possess the following minimum qualities: a. Plants shall be nursery grown in accordance with good horticultural practices under climatic conditions similar to those of the project for at least twelve months. b. All plants shall be heavy, symmetrical, tightly knit, so trained or favored for development and appearance as to be superior in form, number of branches, compactness, and symmetry. C. Plants shall be sound, healthy and vigorous, well branched, and densely foliated when in leaf. They shall be free of disease, insects, pests, eggs, or larvae. d. All plants shall be true of species and variety and shall conform to measurements (caliper size, trunk heights, spread) as specified on the drawings. e. Container grown stock when specified shall have grown in the container in which delivered for at least six months, but not over two years. Samples must prove no rootbound conditions exist. f. Caliper measurements shall be taken at a point on the trunk six inches (6") above natural ground line for trees up to four inches (4") in caliper. g. All trees shall be staked by a minimum of two metal "T" stakes for single trunk trees and three stakes for all multi -trunk trees. 4. Planting mix shall be thoroughly mixed in the following proportions: a. Prepared soil as backfill for shade and ornamental trees shall be: 5 part clay loam topsoil + 2 part compost + 1 part sharp sand + 4 Lbs. Commercial fertilizer per CY Or 10 Lbs. Organic fertilizer. b. Prepared soil as backfill for shrubs and groundcovers and seasonal colors shall be: 1 part enriched mulch + 1 part compost bark mulch + 1 part enriched topsoil + 1 part No. 1 Bank Sand + 3 Lbs. Time- released fertilizer, 14-14-14 per CY or 8 Lbs. Organic fertilizer. 5. Excavation work and Surface drainage works shall conform to the following requirements: a. Test drainage of plant beds and plant pits by filling with water twice in succession. Conditions permitting the retention of water for more than 24 hours shall be brought to the attention of the Owner. b. Work shall include the final responsibility for proper surface drainage of planted areas. Any obstructions on the site, or prior work done by another part, which precludes establishing proper drainage shall be brought to the attention of the Owner in writing. C. Excavate each tree hole 18" deep plus the depth of the tree container size (15 gal. Or 30 gal. Or 65 gal. Or 100 gal.). d. Excavate entire shrub bed to a depth of 8" plus the depth of the shrub container size (5 gal.) unless noted as being pit planted on landscape legend. e. Excavate entire groundcover bed to a depth of 6" plus the depth of the groundcover container size (4" pot or 1 gal.). 6. Additional work requirements on landscape areas: a. Prior to installation of any planting works (trees, shrubs,groundcover and grass works); apply "Round Up" in all planting areas to eradicate all weed growths on site. b. Install weed control barriers in all trees, shrub and groundcover planting areas. Weed barrier fabric shall be black polypropylene sheet 27 mils thick, 4 oz/s.y. grab tensile strength per ASTM D-4632; 90 lbs. (machine direction) 50 lbs. (cross machine direction). Provide DeWitt "Weed Barrier" or aprpoved substitute. C. Edge all planting bed areas with Ryerson steel edging to clearly define the edge of the planting bed the start of the grass areas. Edging shall be Ryerson estate Curb, 1/8"x4" with new stakes free of rust. d. Spread a minimum two inch layer of pine bark mulch overall shrub and groundcover bed areas. 7. Landscape maintenance work by the Landscape Contractor after final acceptance shall include the following: a. The maintenance period shall commence upon inspection and approval at Final Acceptance and shall be for a period of Thirty Days (30). b. The landscape contractor shall coordinate the watering program for all the landscape work with the Owner. C. Maintenance of new plantings shall consist of watering, cultivating, weeding, mulching, restaking, tightening and repair of guys; resetting plants for proper grades or upright position, and furnishing and application of pesticides/herbicides; sprays, and invigorants as are necessary to keep plantings free of insects and disease and in a thriving condition. 8. Warranty Periods, Plant Guarantees, and Replacements: a. Planting supplied shall be warranted to remain alive and healthy for a period of twelve months (12) after the date of Final Acceptance by Owner. Plants in an impaired, dead, or dying condition after initial acceptance or within 12 months shall be removed and replaced immediately to the satisfaction of the Owner. Grass Hydromulching Work Requirements: 1. Grass works: a. Seed which has become wet, moldy and otherwise damaged in transit or in storage will not be acceptable. b. All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed in the following proportions by weight and meeting the accepted standards of pure live seed content, purity and germination. C. Grass seed shall have the following minimum ratio: Summer Mix: Cynodon Dactylon (Hulled Common Bermuda Grass) 85% pure live seed at 75 Lbs. Pure live seed per acre. Winter Mix: Cynodon Dactylon (Unhulled - Common Bermuda Grass) 85% pure live seed at 75 Lbs. Pure live seed per acre. Annual Rye Grass or equal, 85% pure live seed at 175 Lbs. Pure live seed per acre. 2. Slurry Mix Component per Acre shall be Wood cellulose fiber mulch = 2,000 pounds + Grass Seed as specified + fertilizer (13-13-13) 800 pounds. 3. Hydromulched seeding on Prepared finished grades: a. Install and spread out a minimum of one inch layer of topsoil over all areas to be hydromulched. b. Bed preparation: Immediately after the finished grade has been approved, begin hydroseeding operation to reduce excessive weed growth and erosion. C. Apply seed, fertilizer and mulch by spraying them on the previously prepared seedbeds in the form of an aqueous mixture and by using the methods and equipment described herein. d. Particular care shall be exercised by the contractor to insure that the application is made uniformly and at the prescribed rate and to guard against miss and overlapped areas. e. Where slope of areas to be grassed exceed a 3:1 H:V; an erosion control fabric shall be installed prior to hyromulching process. 4. Maintenance: a. Maintenance shall consist of weeding, fertilizing, insect control, watering, replanting, mowing, maintaining of existing grades and repair of any erosion damages. b. Guarantee growth and coverage of hydromulch planting shall be a minimum on ninety five percent 95% of the area planted will be covered with specified planting after sixty days with no bare spots visible. c. Watering: Coordinate with the Owner to properly operate irrigation system to assure a regular, deep watering program. 5. Inspection and Final Acceptance: Final acceptance of lawn establishment shall mean that hydroseed areas are Ninety Five percent 95% uniform coverage of grass in excess of one inch height. No bare spots will be acceptable. THIN OUT INTERIOR BRANCHING OF TREE 3/4" BLACK RUBBER HOSE NO. 12 GAUGE DOUBLE STRAND TWISTED GALVANIZED WIRE METAL "T" STAKES- (120 DEG. APART) 5" HIGH SAUCER WITH A 4" LAYER OF SHREDDED PINE BARK MULCH SOIL MIX AS SPECIFIED TREE ROOTBALL COMPACTED SOIL MOUND A SINGLE -TRUNK TREE PLANTING L1.1 SCALE: NOT TO SCALE REFER TO ,YER OF PINE BARK 'H INSTALLED IN 3' HIGH SAUCER MIX AS SPECIFIED JB ROOTBALL (FILL MIX ISTURBED SOIL �C__� SHRUB PLANTING L1.1 SCALE: NOT TO SCALE Landscape Legend: Symbolic Quantities Botanical Common Size and Plant Requirements Name (Verify) Name Name VA 10 Vitex Agnus Chaste 2-1/2" cal. 45 gal. container; 8' to 9' ht. Castus Tree multi -trunk. LI 6 Lagerstroemia Muskogee 2-1/2" cal. 45 gal. 8' to 9' ht. Indica Crepemyrtles multi -trunk. EX 4 Existing trees to remain undisturbed. Provide canopy pruning and root pruning as appropriate. Fertilize trees with Davey Arbor Green. LM 5020 Liriope Big Blue 1 gal. planted at 12" o.c. Muscari Liriope FL 825 Daniella Variegated 1 gal. planted at 18" o.c. Tasmanica Flax Lily MC 282 Muhlenbergia Gulf Coast 1 gal. planted at 24" o.c. Capillaris Muhly Grass PA 250 Pennisetum Moudry 1 gal. planted at 24" o.c. Alopecuroides Pennisetum MS 401 Miscanthus Adagio 1 gal. planted at 24" o.c. Sinenses Miscanthus Berm Verify Proposed earth berm @ 18" height with 4:1 slope for areas to be planted with or Liriope Muscari grass. Earth berm materials shall be free of debris and construction materials and conducive for plant growth. Grass Verify Cynodon Common Hydromulched over proposed 18" ht. SF. Dactylon Bermuda earth berm. River 1235 Rock SF. 9 M THIN OUT INTERIOR BRANCHING OF TREE AS PER NOTES OR SPECIFICATIONS NO. 12 GAUGE DOUBLE STRAND TWISTED GALVANIZED WIRE 3/4" BLACK RUBBER HOSE METAL "T' STAKES- (120 DEG. APART) 5" HIGH SAUCER WITH A 4" LAYER OF SHREDDED PINE BARK MULCH TREE ROOTBALL SOIL MIX AS SPECIFIED COMPACTED SOIL MOUND B MULTI -TRUNK TREE PLANTING L1.1 SCALE: NOT TO SCALE A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. LANDSCAPE Ucr11VCU �� SPECIFICATIONS. PLACE MULCH IN BED PRIOR T( PLANTING GROUNDCOVER/ANNUA PREPARE GROUNDCOVI BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MI: AS DEFINED IN THE LANDSCAPE SPECIFICATIONS. EXISTING SUBGRADE PLANT ROW SPACING'D' ROW SPACING'A' PLANTS/10SF 8" O.C. 6.9" 26 12" O.C. 10.4" 12 15" O.C. 13.0" 7 GROUNDCOVER PLANTING SCALE: NOT TO SCALE REVIEWED FOR COMPLIANCE FEB 2 4 2016 COLLEGE STATION DEVELOPMEN SEfiRj� ICES PLAT FILED: �� TEXAS AVENUE Owner's Responsibility For Maintenance Client acknowledges and agrees that proper Project maintenance is required after the Project is complete. A lack of or improper maintenance in areas such as, but not limited to, operation and maintenance of automatic irrigation system, all site drainage and all planting materials maintenance may result in damage to property or persons. Client further acknowledges that he is solely responsible for the results of any lack of or improper maintenance. Landscape Contractor's Responsibilities: All drainage (surface and subsurface) of all landscape areas within the project limits shall be the responsibility of the installing landscape contractor and landscape maintenance company. All grading of areas along all building areas must absolutely have positive slope away from building. In no case shall any plant bed be constructed along edge of building that will impede water flow away from building. If planting beds are located at edges of building, landscape contractor shall make sure that these areas drain properly (surface and subsurface -wise). Contractor shall install moisture barrier along building as necessary to keep water from penetrating underneath building slab. "REFER TO FINISHED GRADES SHOWN ON PROJECT CIVIL GRADING PLAN. IT WILL REPRESENT FINAL ELEVATIONS. CARE SHOULD BE TAKEN BY THE LANDSCAPE CONTRACTOR NOT TO INCREASE THESE FINISHED GRADES WITH LANDSCAPING OR OTHER ALTERATIONS. THE THICKNESS OF SOD, GRASS AND LANDSCAPING MATERIALS SHOULD BE DEDUCTED FROM THE FINISHED GRADE ELEVATIONS IN THESE CIVIL GRADING PLANS IN ORDER TO DETERMINE THE GROUND ELEVATIONS DURING CONSTRUCTION." 1 LANDSCAPE PLAN L1.1 SCALE: 1" = 30'-0" �J NORTH LO 7 cM N 0 Z_ U_ a W 0 LL Lan1-11 AAroh,We Wong & Associates, Inc. P O. Box 2026 Bellaire. Texox77402-2028 Member. American Society of Wndso .A,Rh.kc :1� "1 • iy MI U� u) Z W J O/ W l— = z W Qc~O 0O�— a U) < t� w QQW W 0 Z >W a �QJ J �U)O QU n� 0— W N N C • W F J W 0 Z w ru O F_ W 0-1 0 = SITE LIGHTING FIXTURE SCHEDULE FIXTURE MANUFACTURER CATALOG NO. FDXTURE VOLT MOUNTING INPUT POLE DESCRIPTION NO. TYPE WATT DESIGNATION WATTAGE ARCHITECTURAL SP2 ANG-GR3-18LED-WW-POST TOP 10' ROUND STRAIGHT ALUMINUM POLE. SA AREA LIGHTING MOUNT 1 LED 20.9 277 SINGLE POLE MOUNTED 23 ARCHITECTURAL AREA LIGHTING #PR3- 3R10-125 THIS LIGHTING FIXTURE S CHfDULE /S FOR REFERENCE AND FINAL AP OVAL SHALL BE PER A RCHrtECTIOWNER REFER TO CIVIL AND ARCHITECTURAL PLANS FOR EXACT SPECIFICATIONS AND REQUIREMENTS OF ALL LIGHTING POLES PRIOR TO PURCHASE AND INSTALLATION SUBSTITUTION TO THE ABOVE LIGHTfNG MANUFACTURERS DOES NOT GUAAANT& APPROVAL. APPROVAL WILL BE DETERMINED AFTER REV/ W OF 9HoP DRAWING TO DETERMINE /F THE FDXTURE OR POLE SUBMITTED MEETS OR EXCEEDS THE DESIGN STANDARDS AND PERFORMANCE REQUIRED OF THE ACTUAL FDXTURE SPECIFIED IN THE LIGHT FIXTURE SCHEDULE. EXISTING PANELBOARD SCHEDULE HA VOLTAGE 1PHASE1 WIRE I MCB (A) MLO (A) AIC RATING MOUNTING LOCATION NEMA ENCLOSURE 277 480 1 3 1 4 1 60 1- SURFACE - LOAD TYPE LEGEND E ARKS L LIGHTING/CONT-LID K KITCHEN EQUIP PROVIDE EQUIPMENT GROUNDING BUS AND FEED THRU AND/OR SUB FEED LUGS R IRECEPTACLES E EXISTING M IMECHANICAL EQUIP O OTHER/MISC W W CIRCUIT CIRCUIT F W W �* W BREAKER LOAD U) LOAD BREAKER 5 w W ULOAD DESCRIPTION W o- (VA) _ (VA) p Fn W LOAD DESCRIPTION v Q TRIP P d P TRIP Q O U U O 1 EX LOAD E EX EX 20A 1 1600 A 1860 1 20A EX EX El EX LOAD 2 3 EX LOAD E EX EX 20A 1 2500 B 2220 1 20A EX EX E EX LOAD 4 5 EX LOAD E EX EX 20A 1 1200 C 1500 1 20A EX EX E EX LOAD 6 7 EX SITE LIGHTING E EX EX 20A 2 1800 A 2100 1 20A EX EX E EX LOAD 8 9 1 1 1800 B 1000 3 20A EX EX L EX SIGNAGE 10 11 EX SITE LIGHTING E EX EX 20A 2 1200 C 1000 12 13 1200 Al1000 14 15 EX SITE LIGHTING E EX EX 20A 2 1600 B 403 1 20A-N 1" #6 L DECORATIVE SITE LIGHTING 16 17 1600 C 1 SPACE 18 19 SPACE 1 A 1 SPACE 20 21 SPACE 11 B 1 SPACE 22 23 SPACE 1 C 1 SPACE 24 25 EX 9KVA XFMR O SEE RISER 20A 3 2000 A 1 SPACE 26 27 PANEL "LA" 2000 B 1 SPACE 28 29 2000 C 1 SPACE 30 A B C TOTAL CONNECTED LOAD ABOVE (VA)l 115601 11523 1 8500 31583 NOTES CONNECTED AMPACITY ABOVE (A)l 41.73 1 41.60 1 30.69 1ST 10KVA @ 100%, REMAINING @ 50% CONN. SUBPANELS (VA) CONN. LID SIZING SIZING * SIZE PER NEC TABLE 220.56 LOAD TYPE LD(VA) PNL PNL PNL PNL (VA) FACTOR LOAD (VA) **" NON -SIMULTANEOUS LOAD LIGHTING/CONT-L 3403 - - - - 3403 125% 4254 G: PROVIDE GFI CIRCUIT BREAKER RECEPTACLES 0 - - - - 0 0 S: PROVIDE SHUNT TRIP CIRCUIT BREAKER MECHANICAL EQU 0 - - - - 0 100% 0 L: PROVIDE LOCK -ON CIRCUIT BREAKER KITCHEN EQUIP 0 - - - - 0 100% 0 N: PROVIDE NEW CIRCUIT BREAKER #OF KITCHEN EQU 0 - - - - 0 ' EXISTING 22180 - - - - 22180 125% 27725 OTHER/MISC 6000 - - - - 6000 100% 6000 TOTAL CONNECTED (VA) 31583 37979 SIZING TOTAL (VA) PER NEC CONNECTED AMPACITY (A) 37.99 45.68 SIZING AMPACITY (A) PER NEC CONTRACTOR TO VERIFY EXISTING CONDITIONS IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE ONE-UNE DIAGRAM SHOWN PRIOR TO COMMENCEMENT OF WORK. VERIFY LOCATION OF ALL WIREWAYS, PANELS, ETC. WITH UTILITY COMPANIES/OWNER PRIOR TO INSTALLATION. EXISTING 4#6 + 1 #8 GND IN 1 "CONDUIT. ALL EXTERIOR EQUIPMENT TO — - - - - - F - - - - - - - - BE IN NEMA 3R ENCLOSURES ALL CONDUCTORS TO BE THHN/THWN 75 DEG C. INSULATION TYPE UNLESS F 1 SPECIFICALLY NOTED OTHERWISE. � M _ EXISTING T 60A MCB i F 7j i 277/48OV, i i 3PH, 4W L i PANEL HA i EXISTING 60/3P/NF L _ _ J i EXISTING ELECTRICAL GUTTER i J SERVICE RATED i iT 277/48OV,3PH,4W i - DISCONNECT I L;: - - - - - - - - - - - - - - - - - - - - - - - - J � EXISTING 4#6 + 1 #8 GRADE LEVEL GND IN 1 "CONDUIT. i i i i i EXISTING GROUNDING. SYMBOL LEGEND SYMBOL DESCRIPTION (DIBRIE!f M HEATS NOT MW ON PLANS) UBMINO (LETTER DENOTES 7VPE — SEE LWIT FDTIURE SMMULE) O DOWNUGHT FIXTURE o LIGHT FIXTURE - WALL MOUNTED RECEPTACLES AND OUTLETS DUPLEX RECEPTACLE DUPLEX GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE DOUBLE DUPLEX GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE IN 2-GANG BOX WITH SINGLE COVER PLATE O JUNCTION BOX MOTOR CONTROLLERS AND EQUIIPMM ❑Y DISCONNECT SWITCH $M 1 P-20A MOTOR RATED SWITCH ELECTRICAL EQLWMENT Ora 277/480V PANR BOARD i 120/208V PANELBOARD m TELEPHONE CABINET CEigNTNG CONDUIT - - - - CONDUIT BELOW FLOOR, SLAB, OR GRADE -45--- 3/4"C. UNLESS OTHERWISE NOTED; LONG HATCH = NEUTRAL; SHORT HATCH = PHASE; "Z" HATCH = INSULATED GROUND, NO HATCHES INDICATES 2 CONDUCTORS, ARROW INDICATES HOMERUN -�i• PARTIAL ELECTRICAL HOMERUN SLOSCI PIS AND ABBREVU71ONS GFCI GROUND FAULT CIRCUIT INTERRUPTER WP INDICATES WEATHERPROOF NL UGHT FIXTURE ON NIGHT LIGHT CIRCUIT LION UNLESS OTHERWISE NOTED GENERAL NOTE: ALL EXTERIOR BUILDING ELECTRICAL EQUIPMENT TO BE WEATHERPROOF r EXISTING � 30A MCB i120/208V,i 3PH, 4W PANEL b I L _ LA' i 7117 b---EXISTING4#10 + -------- Y qKM i-------- IN 1"CONDUIT. i ...................................................................................................................................................................................... EXISTING 3#12+1#12 GND IN 3/4-CONDUIT — 9.OKVA XFMR 480V, 30 PRIMARY TO 120/208V, 30, 4W SECONDARY. � ELECTRICAL ONE LINE DIAGRAM 1 SCALE: NONE 1#10GND SPECIFICATIONS GENEBA1 * VERIFY ALL DIMENSIONS AT THE JOB SITE AND FROM THE ARCHITECTURAL PLANS. * UNLESS OTHERWISE NOTED, CONTRACTOR AND SUBCONTRACTOR SHALL PAY FOR ALL PERMITS AND CHARGES REQUIRED AND SHALL COMPLY WITH ALL GOVERNING CODES AND ORDINANCES AND AUTHORITY HAVING JURISDICTION. * VISITING THE SITE: EACH BIDDER SHALL VISIT THE SITE OF THE PROPOSED WORK AND SHALL FULLY INFORM HIMSELF REGARDING THE FACILITIES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK OR MATERIAL OMITTED FROM THE BIDDER'S CONTRACT PROPOSAL DUE TO HIS FAILURE TO SO INFORM HIMSELF BY SUCH INVESTIGATION. * ALL CHANNEUNG AND PATCHING OF ROOF, FLOOR, CEILING AND WALLS SHALL BE GENERAL CONTRACTOR. * FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON PLANS. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO ALL EQUIPMENT. MATERIAL SHALL BE AS FOLLOWS: CONDUIT: >Ic ALL CONDUITS, WEATHER HEAD, AND FITTINGS FROM THE UTILITY COMPANY POINT OF DELIVERY TO THE MAIN SERVICE DISCONNECT SWITCH/EOUIPMENT/GUTTER SHALL BE NON-METAWC (PER POWER COMPANY STANDARDS). CONDUITS SHALL BE PVC SCHEDULE 40 UNLESS THEY ARE SUBJECTED TO PHYSICAL DAMAGE, PVC SCHEDULE 80 CONDUITS SHALL BE USED. * ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN CONDUIT COMPLYING WITH THE NATIONAL ELECTRICAL CODE. WHERE INSTALLED SUBJECT TO STRESS FROM COLLISION OR IMPACT, CONDUIT SHALL BE GALVANIZED RIGID STEEL. WHERE RIGID STEEL CONDUIT IS NOT REQUIRED, CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING WITH ELECTRO-GALVANIZING OUTSIDE AND ENAMEL INSIDE. TUBING SHALL BE BY "TRIANGLE" OR AN APPROVED SUBSTITUTION. UQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED AT ALL MOTOR CONNECTIONS OR WHERE MOVEMENT OR VIBRATION IS A CONCERN. UNLESS NOTED OTHERWISE, FLEXIBLE METAL CONDUIT MAY BE USED ONLY FOR CONNECTION TO LIGHTING FIXTURES, IN LENGTHS NOT TO EXCEED 6 (SIX) FEET. MINIMUM CONDUIT SIZE SHALL BE 1/2 INCH. MINIMUM SIZE FOR FLEXIBLE METAL CONDUIT SHALL BE 1 /2 INCH. CONDUIT/CONDUCTOR FILL SHALL CONFIRM TO NATIONAL ELECTRICAL CODE, LATEST EDITION. * CARLON PVC TYPE SCH. 40 HEAVY WALL CONDUIT WITH GROUND WIRE MAY BE USED BELOW FLOOR SLAB OR UNDERGROUND IN UEU OF RIGID, THREADED, GALVANIZED CONDUIT. PVC SCH. 40 CONDUIT SHALL NOT BE RUN IN OR ABOVE FLOOR SLAB, OR IN TILT WALL PANELS. PVC CONDUIT SHALL TERMINATE BELOW FLOOR SLAB WITH RIGID, THREADED METAL CONDUIT ADAPTER. CONDUIT ABOVE SLAB SHALL BE METAL. * A GROUND CONDUCTOR SHALL BE SUPPLIED IN NONMETALLIC CONDUIT OR ELECTRICAL METALLIC TUBING UTILIZING SET SCREW TYPE CONNECTORS. THE GROUND CONDUCTOR SHALL BE BARE, STRANDED, ANNEALED COPPER. * CONDUIT TO BE SUPPORTED FROM JOIST. PROVIDED HANGERS, SUPPORTS AND FASTENINGS AS REQUIRED BY NATIONAL ELECTRICAL CODE DO NOT SUPPORT FROM ROOF DECK. * PROVIDE PULL STRING IN ALL EMPTY CONDUITS. * ALL CONDUIT FITTINGS SHALL BE STEEL, SET SCREW OR COMPRESSION 'TYPE, INSULATED THROAT, UL LISTED. FITTINGS SHALL BE AS MANUFACTURED BY APPLETON ELECTRIC, OZ GEDNEY CO., ARROW CONDUIT AND FITTINGS CORP., OR EQUAL. * ALL CONDUCTORS SHALL BE COPPER. EACH CONDUCTOR SHALL BE CONTINUOUS, WITHOUT WELD, SPLICE, OR JOIST THROUGHOUT ITS LENGTH, AND UNIFORM IN CROSS-SECTION. WIRE 16 AWG AND LARGER SHALL HAVE TYPE "THWN" INSULATION. WIRE #8 AWG AND SMALLER SHALL HAVE DUAL -RATED TYPE "THHN/THWN" INSULATION. MINIMUM WIRE SIZE, EXCEPT FOR CONTROL WIRING, SHALL BE #12 AWG. ALL WIRING INSIDE LIGHTING FIXTURES SHALL BE TEMPERATURE RATED PER THE NATIONAL ELECTRICAL CODE - 90 DEGREES C MINIMUM. BRANCH CIRCUIT WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS SHALL BE TEMPERATURE RATED FOR 90 DEGREES C. IN .l :57TR q * 1. 120/208V, 3-PHASE' 4-WIRE OR 120/24OV, 1-PHASE, 3-WIRE: FURNISH AND INSTALL AS SHOWN ON PLANS, LIGHTING PANELBOARDS BY SQUARE 'D' TYPE 'NQOD', STYLE "Q", OR EQUAL WITH BOLT ON CIRCUIT BREAKERS OR AN APPROVED SUBSTITUTION. ALL BUSSING TO BE COPPER. 2. 277/48OV, 3-PHASE, 4-WIRE: FURNISH AND INSTALL AS SHOWN ON PLANS, LIGHTING PANELBOARDS BY SQUARE 'D', OR EQUAL TYPE "NEHB" WITH BOLT ON CIRCUIT BREAKERS OR AN APPROVED SUBSTITUTION. ALL BUSSING TO BE COPPER. * SAFETY SWITCHES SHALL BE FURNISHED AND INSTALLED AT ALL LOCATIONS INDICATED ON PLANS OR REQUIRED BY THE NATIONAL ELECTRICAL CODE. ALL SWITCHES SHALL BE HEAVY DUTY TYPE AND SHALL HAVE CUPS FOR REJECTION TYPE FUSES AND SHALL BE BY SQUARE V, G.E., OR EQUAL, FOR THE VOLTAGE AND LOAD INVOLVED. PROVIDE A COMPLETE SET OF FUSES IN ALL FUSED SWITCHES. FUSES SHALL BE CLASS RK5 DUAL ELEMENT TIME DELAY FOR CIRCUITS UP TO 600 AMPS AND CLASS L (BUSSMAN "HI -CAP" KRP-C) FOR CIRCUITS ABOVE 600 AMPS. KMEAS0'BRIEN expect a difference Houston I Dallas/Ft. Worth I Baton Rouge 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 1 Registration No. F-4111 KMES Project No. 009-151751 Ln 0 M N H i w a 0 w D � fe, •may :'o M N 00 d•. � a . h �pP II W W Way J J X U) W U Q o Q W �- w = > Q=o U) F- J o� = v QU)� 06 W U) �>w U Q� WU W F_ o O F— ED E O 0 Z N N ZLU W r w U) a o = NORTH ELECTRICAL PARTIAL SCALE: 1" = 20'-0" rff,, TO s•: <..Y }- (E) (E) (E) t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 i 1 1 1 1 1 1 1 t 1 I I 1 1 1 1 1 1 1 1 i 1 1 I EX# f : f r K L/,, 1. PROVIDE PULL STRINGS IN ALL EMPTY CONDUITS. 2. ALL JUNCTION BOXES, CONDUITS, AND WIRES SHALL BE SIZED PER NEC. 3. REFER TO SHEET E200 FOR SYMBOLS, SPECIFICATIONS AND ABBREVIATIONS. 4. ALL DEVICES AND EQUIPMENT OUTSIDE THE SCOPE OF WORK ARE EXISTING TO REMAIN U.O.N. 5. ELECTRICAL CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY PROBLEMS PERTAINING TO CIRCUIT AVAILABILITY OR LOAD CAPACITY PRIOR TO INSTALLATION. 6. ALL EXTERIOR ELECTRICAL DEVICES SHALL BE LISTED AS WEATHERPROOF TYPE. 7. CIRCUIT NUMBERS INDICATED ARE FOR DESIGN PURPOSES ONLY. CONTRACTOR SHALL COORDINATE ACTUAL CIRCUIT NUMBERS AT THE TIME OF INSTALLATION AND TO PROVIDE AN ACCURATELY TYPED PANEL BOARD SCHEDULE FOR EACH PANEL BOARD. 8. FIXTURES MARKED WITH SUBSCRIPT "(E)" ARE EXISTING TO REMAIN AND WITH SUBSCRIPT "(R)" ARE RELOCATED. 1. CONNECT NEW SITE DECORATIVE LIGHTING FIXTURES USING 2#6 + 1 #8GND IN 1" CONDUIT. ALL NEW EXTERIOR SITE LIGHTING FIXTURES SHALL BE CONTROLLED VIA PHOTOCELL/TIME CLOCK AND AN OVERRIDE SWITCH AS DIRECTED BY OWNER. CONTRACTOR TO PROVIDE PHOTCELL/TIME CLOCK AND CONTACTOR AS REQUIRED. 2. RELOCATED PYLON SIGN. CONTRACTOR TO EXTEND/REROUTE CONDUIT/WIRING TO NEW LOCATION AND TO COORDINATE ALL OTHER REQUIREMENTS WITH OWNER PRIOR TO COMMENCEMENT OF WORK. KME O'BRIEN expect a difference NORTH ELECTRICAL PARTIAL SITE PLAN Houston I Dallas/Ft. Worth I Baton Rouge 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 1 Registration No. F-4111 KMES Project No. 009-151751 0 M N i w a O LL w D ' � M . rn n %i a'•� : : �� : by :PPS Z a W J ��Q W X � ��W Q QW� W J �3: > Q 0=O Q >O< Q�U) J �06LU � U >w U U W W W O 0 O z N z Q, a a z r W w ai a o � HIGH PLANTER EXISTING DRIVEWAY NOg KROGER PLANTER FL sC...,.,op REVIEWED FOR COMPLIANCE FEB 2 4 2016 COLLEGE STATION DEVELOPMENT ERVICES PLAT FILED: OOR PLAN EXISTING - LIGHT POLE TO REMAIN, TYP. EXISTING - DRIVEWAY EXISTING - DRIVEWAY EXISTING GRASS MEDIAN EXISTING - LIGHT LIGHT POLE TO REMAIN, TYP. EXISTING - LIGHT POLE TO REMAIN, TYPO EXISTING - j CURB TO BE REMOVED 2 DRIVE AISL SCALE: 1" = 20'-0" N EXISTING CURB TO REMOVEC EXISTING CURB TO BE REMOVED EXISTING CURB TO BE REMOVED PLYON SIGN TO BE RELOCATED PARKWAY SQUARE PYLON E DEMO PLAN NEW LANE EXIS LIGH TO R TYP. DEC( FIXTI RE: E /r NEW LANE EXIS LIGH TO R/ TO TYP. DEC( FIXTI RE: E 10'-4" 15'-0" 5'-0" 15'-0" 10'-0" DECORATIVE LIGHT FIXTURE, TYP. RE: ELECTRICAL JEXISTING - LIGHT POLE TO REMAIN, TYP. J RELOCATED PYLON SIGN LOCATION PLYON SIGN TO BE RELOCATED w V' V .yb y L y .y wL �. .Y vL' �V w V•� � :V Vi V' 'Y Y W y W y w�XI T1 N1W r AR KW+/ u. y -SQUARE PYLWOrq DRIVE AISL SCALE: 1" = 20'-0" N E FLOOR PLAN REVIEWED FOR COMPLIANCE FEB 24 2016 y A j COLLEGE STATION ENGINEERING 'NONE% iiJ r t� e oo Y U) J U) z W a Q QW� W a �: > �= O �O� W Q u) w^ > �W U / W> W Q QJ �U)O �U W I- °w u� O Z N O 0 U ff Q 2 co d 0 OWNER GENERALPARKWAY SQUARE SHOPPING CENTER FSC PARKWAY, LLC G000 TITLE, INDEX, AND OVERALL SITE PLAN c/o CENCOR REALTY SERVICES 1800 BERING DRIVE, SUITE 550 HOUSTON, TEXAS 77057 p /� PH: (210) 581-8229 ARCHITECTURAL FAX: (210) 377-1777 ATTN: JOHN ROY A100 DRIVEWAY PLAN PHASE 11_ EMAIL: JROY@CENCORREALTY.COM ELECTRICAL ARCHITECT E100 ELECTRICAL PARTIAL SITE PLAN E200 ELECTRICAL SCHEDULES 2412 TEXAS AVENUE TH CDA ARCHITECTS 1720 STATE HWY 249 SUITE 2 0 0 3 LANDSCAPE HOUSTON, TEXAS 77064 LLEGE TAT I N T EXA 7 7 4O PH: (832))678-9232 678-924 FAX: (83278-9240 L1.1 LANDSCAPE PLAN i ATTN: DAN BAILEY / RAY DUERER A.I.A L2.1 IRRIGATION PLAN I M.E.P. KALMANS MARSHALL ENGINEERING, INC. 10930 W. SAM HOUSTON PKWY N., SUITE 900 HOUSTON, TEXAS 77064 Ph: (281) 664-1900 f n FAX: (281) 664-1912 u ATTN: BRAD KALMANS Li 40 STOCKROOM f I LANDSCAPE ARCHITECT I CLEANERS Corridor 960sf. WONG &ASSOCIATES, INC 1,425sf.-------- 7100 REGENCY SQUARE BLVD BUCKS _ _ AVAILABLE HOUSTON, TEXAS 77036 Ph: (713) 777-9198 SUBWAY1500sf. 23,520Sf. I ATTN: ED WONG DISCOUNT PAGING EXISTING oosf. CORR. »0sf. K R O GE R S TEI N M A R T $ I 0 I CLLABLE EANERS 40st 48, 555sf. 31, 600sf. SHOE REPAIR J m HALF PRICE- L� HATCHED AREA t,000sf. o DASHED AREA BOOKS Q cn INDICATES FIRE CONTRACTOR NOTICE z �, is< o � y y INDICATES SCOPE J oo I TRUCK ACCESS LANE I W Na . mM �� N r� OF WORK RE: 3/A100 11,120sf. Q o $� 4N WN o N 4N �^ Q �j ARCHITECTURAL CAD FILES FOR USE BY GENERAL CONTRACTOR OR 011 SUB CONTRACTOR MAY BE OBTAINED FROM CDA ARCHITECTS FOR A 270 60' �s FEE OF $75.00 PER DRAWING FILE. THE END USER OF THE FILE(S) WILL >— I I F.H. INDICATES BE REQUIRED TO SIGN A RELEASE FORM PRIOR TO THE DISTRIBUTION LOCATION OF EXISTING OF THE CAD FILE(S). SUBMIT YOUR REQUEST TO THE CDA PROJECT Q FIFA L � ; RE LAN — — � MANAGER FOR REVIEW. �'�� FIRE HYDRANT ' / / THE ARCHITECTS CONSULTANTS CAD FILES MUST BE OBTAINED I ; i � , w %Y Q In � (of) WI • • • / • • x x 0 NAILS 1 sf. TRAVEL AGENT 1,540sf. AG SPORT CUTS 1,775sf. PARADISE SCUBA 3,330sf. CHAMPION FIREARMS 1,245sf. OLD COUNTRY BUFFET 10,000 sf. 6°' DIRECTLY FROM THE CONSULTANTS AT THE CONSULTANT'S DISCRETION. .H I 0 I 0 0 I I z W ll� I m NORTH PARTWAY COIJARF Lf)co N 0 w (0 z 0 a co W z w O U W w LLI z 0 Q U � � aa.. LL i U) w _U w U) I— Q w w t� Z W 0 Z J a- wW H Y (n W� Q � QWH W —� D � Z U) F— — � ' W �::)Q QU)U) O �06w W Q X W o Y>w � < z WU -j w F— F— o 0 o z N O O Q U U w 07 o Q Z O W = co n. 0