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Home My WebLink AboutDrawingsLandscape Requirements: Grass Hydromulching Work Requirements: \ 1 Perform all work in accordance with all applicable laws, codes, and regulations required by authorities 1. Grass works: \ \ \ \ having jurisdiction over such work and provide all inspections and permits required by Federal, State, a. Seed which has become wet, moldy and otherwise damaged in transit or in storage will not \ \ and local authorities in supply, transportation, and installation of materials. be acceptable. b. All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed in the 2. The contractor shall be responsible for the verification of all underground utility lines (telephone, gas, following proportions by weight and meeting the accepted standards of pure live seed \ water, electrical, cable, TV, etc.) and all overhead utility easements prior to start of any planting works. content, purity and germination. \ c. Grass seed shall have the following minimum ratio: \ \� ,3 ----All plan aterials shall possess the following minimum qualities: Summer Mix. a. PI `ts shall be nursery grown in accordance with good horticultural practices under climatic Cynodon Dactylon (Hulled Common Bermuda Grass) 85% pure live seed at 75 Lbs. Pure con loons similar to those of the project for at least twelve months. live seed per acre. b. All ;ifants shall be heavy, symmetrical, tightly knit, so trained or favored for development and Winter Mix: \ \ \ \ ap rarance as to be superior in form, number of branches, compactness, and symmetry. Cynodon Dactylon (Unhulled - Common Bermuda Grass) 85% pure live seed at 75 Lbs. C. PIa' is shall be sound, healthy and vigorous, well branched, and densely foliated when in leaf. Pure live seed per acre. Annual Rye Grass or equal, 85% pure live seed at 175 Lbs. Pure The shall be free of disease, insects, pests, eggs, or larvae. live seed per acre. d. All p nts shall be true of species and variety and shall conform to measurements (caliper size, 2. Slurry Mix Component per Acre shall be Wood cellulose fiber mulch = 2,000 pounds + Grass / \ KR trunk eights, spread) as specified on the drawings. Seed as specified +fertilizer (13-13-13) 800 pounds. / 24 \ \ e. Contai er grown stock when specified shall have grown in the container in which delivered for at 3. Hydromulched seeding on Prepared finished grades: least si months, but not over two years. Samples must prove no rootbound conditions exist. a. Install and spread out a minimum of one inch layer of topsoil over all areas to be \ f. All trees hall be staked by a minimum of two metal "T" stakes for single trunk trees and three hydromulched. stakes for II multi -trunk trees. b. Bed preparation: Immediately after the finished grade has been approved, begin hydroseeding operation to reduce excessive weed growth and erosion. \ 50 \ 1 + t + + '+, ,, E\\ ` +'' ` `1' \On 4. Planting mix shall b thoroughly mixed in the following proportions: c. Apply seed, fertilizer and mulch by spraying them on the previously prepared seedbeds in \ 3 \ a. Prepared soil a backfill for shade and ornamental trees shall be: 5 part clay loam topsoil + 2 part the form of an aqueous mixture and by using the methods and equipment described herein. \ \ ► ` \ ` + ' ' + \ compost + 1p a, sharp sand + 4 Lbs. Commercial fertilizer per CY Or 10 Lbs. Organic fertilizer. d. Particular care shall be exercised by the contractor to insure that the application is made b. Prepared soil as ackfill for shrubs and groundcovers and seasonal colors shall be: 1 part uniformly and at the prescribed rate and to guard against miss and overlapped areas. / \ enriched mulch + part compost bark mulch + 1 part enriched topsoil + 1 part No. 1 Bank e. Where slope of areas to be grassed exceed a 3:1 H:V; an erosion control fabric shall be Sand + 3 Lbs. Tim - released fertilizer, 14-14-14 per CY or 8 Lbs: Organic fertilizer. installed prior to hyromulching process. 4. Maintenance: 5. Excavation work and Surf ce drainage works shall conform to the following requirements: a. Maintenance shall consist of weeding, fertilizing, insect control, watering, replanting, a. Test drainage of pla t beds and plant pits by filling with water twice in succession. Conditions mowing, maintaining of existing grades and repair of any erosion damages. \ \ permitting the retenti n of water for more than 24 hours shall be brought to the attention of the b. Guarantee growth and coverage of hydromulch planting shall be a minimum on ninety five\ Owner. percent 95% of the area planted will be covered with specified planting after sixty days with \ \ + � SO b. Work shall include the final responsibility for proper surface drainage of planted areas. Any no bare spots visible. obstructions on the site, or prior work done by another part, which precludes establishing proper c. Watering: Coordinate with the Owner to properly operate irrigation system to assure a \ \ \ \ drainage shall be brought to the attention of the Owner in writing. regular, deep watering program. C. Excavate each tree hole 18" deep plus the depth of the tree container size (15 gal. Or 30 gal. Or 5. Inspection and Final Acceptance: 65 gal. Or 100 gal.). Final acceptance of lawn establishment shall mean that hydroseed areas are Ninety Five LI + \ d. Excavate entire shrub bed to a depth of 8" plus the depth of the shrub container size (5 gal.)percent 95% uniform coverage of grass in excess of one inch height. No bare spots will be 4 \ unless noted as being pit planted on landscape legend. acceptable. \ \ e. Excavate entire groundcover bed to a depth of 6" plus the depth of the groundcover container d 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.i,�L O \ b. Install weed control barriers in all trees, shrub and groundcover planting areas. Weed barrier i \ O�G,� 5��5 y� 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 LO �SO� \�,� �4 \ 120 , + LO Barrier or a r oved substitute. 1 .. 6 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. \ °+ Gj LM DL \ O 100 10 \ 7. Landscape maintenance work b the Landscape Contractor after final acceptance shall include the P � Y Landscape and Irrigation Notes Required by College Station: following: NJ \ \ \ e ++ a. The maintenance period shall commence upon inspection and approval at Final Acceptance. and a. 100% coverage of groundcover, decorative paving, decorative rock not loose), or perennial \ shall be for a period of Thirty Days (30). 9 9 P 9 ( ) P \ b. The landscape contractor shall coordinate the watering program for all the landscape work with 9 required in parking lot islands, swales and drainage areas, the parking lot setback, right G �� grass is re \ the Owner. - of way and adjacent property disturbed dunng construction. , __, ; \ o "•� :•.. All tree caliper shall be measured 12 from rade on a single cane. - \ tin weeding,`mulching, r n P nsist of watering, cultivating, estaki f new plantings shat co C. Maintenance of 9 .. ---- and ,. p 9 9 9 • , c. Irrigation system be rotectedb -either a ressure>vacuum breaker a reduced ressui'e'��` resetting tants for proper grades or upright osti�on and fumishin _ 9 Y P Y P , p i \ figh ernng and repair o1`guys, rase 9 P P P 9p 9 > :- o, backflow device or double check backflow device and installed per Ordinance No. \ c and application of pesticides/herbicides, sprays, and invigorants as are necessary to keep principle P City plantings free of insects and disease and in a thriving condition. 2394• / AP d. All backflow devices must be installed and tested upon installation as per City Ordinance No. \ 8. Warranty Periods, Plant Guarantees, and Replacements: 2394• 3 O\ \ \ a. Planting supplied shall be warranted to remain alive and healthy for a period of twelve months e. 50% of points must be made up canopy trees. Per College Station Plant List (LO, SO, TD and \ RIS �p pJ\ \ \ (12) after the date of Final Acceptance by Owner. Plants in an impaired, dead, or dying condition BN) are noted as canopy trees. / after initial acceptance or within 12 months shall be removed and replaced immediately to the f. The building plot is for the purposes of signage, landscaping, and non-residential architectural , 33 \ \ \ standards as applicable to building plots over. 150,000 square feet. satisfaction of the Owner. GRA55 � � � � � � " • I � I f — f �� \ + + 200 20\ \ \ \ + 54 �� RIS \/ + \ 5 88 \ +, N B5++ College Station Landscape Requirements and Project Landscape Legend: + + \ 2 Symbol Quantities Botanical Common Size and Plant Requirements College Quantity Total (Verify) Name Name Station Calculated L Points Points LO 12 Quercus Live Oak 2-1/2" cal. Min. 45 gal. container 9' to 150 points1 12 1,800 Virginiana Z 0 10' ht. single trunk le SO 4 Quercus Shumard Oak 2-1/2" cal. Min. 45 gal. container 9' to 150 points 4 600 Shumardii 10' ht. single trunk ; Z BN 2 Betula Nigra Riverbirch 2-1/2" cal. Min. 45 gal. container; 9' to .4epoints 2 SW cn O 10' ht. multi -trunk. 150 300 LI 7 Lagerstroemia Basham Pink 2-1/2" cal. Min. 45 gal. container; 8' to 9' 40 points 7 280 Indica Crepemyrtles ht. multi -trunk. AH 3 Ilex Savannah 2-1/2" cal. Min. 45 gal. container; 8' to 9' 40 points 3 120 Opaca American Holly w ht. si le try ,Tee o . WL 120 Ligustrum Waxleaf gal.planted at 36" o.c. 36" min. height 10 points 120 1200 Japonica Ligustrum at time of planting. o KR _76- Rosa Knockout 5 gal. planted at 30" o.c. 1 10 points --78- -"6- 7 5 Radrazz Roses LLJN Q -75" �5 Iris 209 Morae Butterfly 1 gal. planted at 18" o.c. 0 N 0 Iriodiodes Iris LM 460 Liriope Muscari Big Blue Liriope 1 gal. planted at 12" o.c. DL 46 Hemorocallis Daylilies 1 gal. planted at 24" D.C. within LM bed. Grass Verify SF. Cynodon Common All unpaved areas within project �:.. NG..:.�, e® 70 o Dactylon Bermuda including right of way to be cleaned up and fine graded. D O - - - - S P 1 S• O o r` o� UN z o �W aEL Streetscape: State Highway Six: 183 1,098 o LL o oto W O a - LF/ 50 x 300 = 1098 points Dints N Ld o ¢o 0 Street Tree Formula: o a QM m �m W 0 o vai Z ILL. 0 = 209:85 LF/ 25 = (8 street trees required.) N N ZD J Z a. Ld iE U' �1 V) w Trees provided for project: C Q w f— 6 Live Oaks @ 150 points = 900 points. Q 0 10 Crepemyrtles @ 40 points = 400 1 points (n w (10 w B Parking Requirement: 3,415 c� Ld Q 59,908 SF/1000 x 30 x 2 = 3,415 points points 4,513 w Of total points . U V) points Z 0 provided. Owner's Responsibility For Maintenance Client acknowledges and agrees that proper Project maintenance is required red aftert he 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." REVIEWED FOR 00k4P1_1AN( E FEB 1 `6.2012 Won � O G'4&.t_CU1` O iAl IUN A Ysociates, Inc. DEVELOPMENT S R ICES 5207 Spruce. PLAT FILED. t Bi Haire, Texas 77401-3310 3 777 198 Fax. 713 777 4404 Member: erican Society of Landscape Architects 1 LANDSCAPE PLAN L1.1 SCALE: 1" = 20'-0" U_ W o- w L M Z 0 Y= F_ Of Z V) 0 cn O U V) > w w w w c� o LLJN Q N � 0 N 0 Q oo®®p00 OF TF ��00 Pis �:.. NG..:.�, e® 70 o D O - - - - 00 -Q O o r` o� UN z o �W aEL D o _ o o LL o oto W O a - W a o N Ld o ¢o 0 o a QM m �m W 0 o vai Z ILL. 0 = M N N ZD J Z a. Ld iE U' �1 V) w C Q w f— Q 0 (n w (10 w _J 0 c� Ld Q Q w Of U V) Z Q Z 0 0 _J V) � I o. U J Z of M ZQ a 0 t. -:F Z cr w -i Z W o o, l STATUS DATE BY I PRELIMINARY PLAN DRAWN PLAN CHECKED L1. II Landscape Requirements: Grass Hydromulching Work Requirements: Botanical 1 Perform all work in accordance with all applicable laws, codes, and regulatihs required by authorities 1. Grass works: having jurisdiction over such work and provide all inspections and permits required by Federal, State, a. Seed which has become wet, moldy and otherwise damaged in transit or, to storage will not and local authorities in supply, transportation, and installation of materials. be acceptable. b. All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed in the 2. The contractor shall be responsible for the verification of all underground utility lines (telephone, gas, following proportions by weight and meeting the accepted standards of pure live seed water, electrical, cable, TV, etc.) and all overhead utility easements prior to start of any planting works. content, purity and germination. Station c. Grass seed shall have the following minimum ratio: 3. All planaterials shall possess the following minimum qualities: Summer Mix: a. PI is shall be nursery grown in accordance with good horticultural practices under climatic Cynodon Dactylon (Hulled Common Bermuda Grass) 85% pure live seed at 75 Lbs. Pure con it similar to those of the project for at least twelve months. live seed per acre. b. All Rants shall be heavy, symmetrical, tightly knit, so trained or favored for development and Winter Mix: ap}arance as to be superior in form, number of branches, compactness, and symmetry. Cynodon Dactylon (Unhulled - Common Bermuda Grass) 85% pure live seed at 75 Lbs. C. Pla' is shall be sound, healthy and vigorous, well branched, and densely foliated when in leaf. Pure live seed per acre. Annual Rye Grass or equal, 85% pure live seed at 175 Lbs. Pure Thee shall be free of disease, insects, pests, eggs, or larvae. live seed per acre. d. All p nts shall be true of species and variety and shall conform to measurements (caliper size, 2. Slurry Mix Component per Acre shall be Wood cellulose fiber mulch = 2,000 pounds + Grass eghts, spread) as specified on the drawings. Seed as specified + fertilizer (13-13-13) 800 pounds. e. er grown stock when specified shall have grown in the container in which delivered for at =iai 3. Hydromulched seeding on Prepared finished grades: least sl months, but not over two years. Samples must prove no rootbound conditions exist. a. Install and spread out a minimum of one inch layer of topsoil over all areas to be f. All trees hall be staked by a minimum of two metal "T" stakes for single trunk trees and three hydromulched. stakes for 11 multi -trunk trees. b. Bed preparation: Immediately after the finished grade has been approved, begin hydroseeding operation to reduce excessive weed growth and erosion. 4. Planting mix shall b thoroughly mixed in the following proportions: c. Apply seed, fertilizer and mulch by spraying them on the previously prepared seedbeds in a. Prepared soil a backfill for shade and ornamental trees shall be: 5 part clay loam topsoil + 2 part the form of an aqueous mixture and by using the methods and equipment described herein. compost + 1 pa sharp sand + 4 Lbs. Commercial fertilizer per CY Or 10 Lbs. Organic fertilizer. d. Particular care shall be exercised by the contractor to insure that the application is made b. Prepared soil as ackfill for shrubs and groundcovers and seasonal colors. shall be: 1 part uniformly and at the prescribed rate and to guard against miss and overlapped areas. enriched mulch + part compost bark mulch + 1 part enriched topsoil + 1 part No. 1 Bank e. Where slope of areas to be grassed exceed a 3:1 H:V; an erosion control fabric shall be Sand + 3 Lbs. Tim - released fertilizer, 14-14-14 per CY or, 8 Lbs: Organic fertilizer. installed prior to hyromulching process. 4. Maintenance: 5. Excavation work and Surf ce drainage works shall conform to the following requirements: a. Maintenance shall consist of weeding, fertilizing, insect control, watering, replanting, a. Test drainage of pla t beds and plant pits by filling with water twice in succession. Conditions mowing, maintaining of existing grades and repair of any erosion damages. permitting the retenti n of water for more than 24 hours shall be brought to the attention of the b. Guarantee growth and coverage of hydromulch planting shall be a minimum on ninety five Owner. percent 95% of the area planted will be covered with specified planting after sixty days with b. Work shall include the final responsibility for proper surface drainage of planted areas. Any no bare spots visible. obstructions on the site, or prior work done by another part, which precludes establishing proper c. Watering: Coordinate with the Owner to properly operate irrigation system to assure a drainage shall be brought to the attention of the Owner in writing. regular, deep watering program. C. Excavate each tree hole 18" deep plus the depth of the tree container size (15 gal. Or 30 gal. Or 5. Inspection and Final Acceptance: 65 gal. Or 100 gal.). Final acceptance of lawn establishment shall mean that hydroseed areas are Ninety Five d. Excavate entire shrub bed to a depth of 8" plus the depth of the shrub container size (5 gal.) percent 95% uniform coverage of grass in excess of one inch height. No bare spots will be unless noted as being pit planted on l9ndscape legend. acceptable. e. Excavate entire groundcover bed to a depth of 6" plus the depth of the groundcover container 7 size (4" pot or 1 gal.). Basham Pink 6. Additional work requirements on landscape areas: 2-1/2" cal. Min. 45 gal. container; 8' to 9' a. Prior to installation of any planting works (trees, shrubs,groundcover and grass works); apply 7 "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 Indica 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 3 planting bed the start of the grass areas. Edging shall be Ryerson estate Curb, 1/8"x4" with new Savannah stakes free of rust. 2-1/2" cal. Min. 45 gal. container; 8' to 9' d. Spread a minimum two inch layer of pine bark mulch overall shrub and groundcover bed areas. 3 7. Landscape maintenance work by the Landscape Contractor after final acceptance shall Include the Landscape and Irrigation Notes Required by College Station: following: Opaca a. The maintenance period shall commence upon inspection and approval at Final Acceptance. and Thirty Das 30 . shall be for a period of y y ( ) 0 iv paving, decorative rock not loose ora perennial of roundcover, decorative a. 100 /o coverage, P 9 P 9 ( ) for all landscape work with b. The landscape contractor shall coordinate the watering programthe ht areas, the parking I of setback ri ht parking lot islands swales and drainage a s dg grass is required in a , 9 q P 9 9 P 9 the Owner. of way and adjacent property disturbed during construction. hall consist of watering, cultivating, weeding, mulching, restakin , C. Maintenance of new plantings s g, g, g, g, 9 T... b. All tree caliper shall be measured 12" from grade on a single cane. c. Irrigation system must be protected by either a pressure vacuum-breaker,;a reducedp furnishing ti ternn and re air ofi u s• resettm tants for proper grades orupright position, and fumishrng g 9 P g Y, 9P P P 9 and application of pesticides/herbicides; sprays, and invigorants as are necessary to keep principle back flow device or double check backflow device and installed per City Ordinance No. plantings free of insects and disease and in a thriving condition. 2394. d. All backflow devices must be installed and tested upon installation as per City Ordinance No. 8. Warranty Periods, Plant Guarantees, and Replacements: a. Planting supplied shall be warranted to remain alive and healthy for a period of twelve months 2394. e. 50% of points must be made up canopy trees. Per College Station Plant List (LO, SO, TD and (12) after the date of Final Acceptance by Owner. Plants in an impaired, dead, or dying condition BN) are noted as canopy trees. after initial acceptance or within 12 months shall be removed and replaced immediately to the f. The building plot is for the purposes of signage, landscaping, and non-residential architectural satisfaction of the Owner. standards as applicable to building plots over, 150,000 square feet. College Station Landscape Requirements and Project Landscape Legend: Symbol Quantities Botanical Common Size and Plant Requirements College Quantity Total (Verify) Name Name � Q Station Calculated 2 ~ Z Q X W Points Points LO 12 Quercus Live Oak 2-1/2" cal. Min. 45 gal. container 9' to 150 points 1 12 1,800 Virginiana 10' ht. single trunk L1.1, SO 4 Quercus Shumard Oak 2-1/2" cal. Min. 45 gal container 9' to 150 points 4 600 Shumardii 10' ht. single trunk ; BN 2 Betula Nigra Riverbirch 2-1/2" cal Min. 45 gal. container; 9' to points 2 �ff 10' ht. multi -trunk. [5D '3©D LI 7 Lagerstroemia Basham Pink 2-1/2" cal. Min. 45 gal. container; 8' to 9' 40 points 7 280 Indica Crepemyrtles ht. multi -trunk. AH 3 Ilex Savannah 2-1/2" cal. Min. 45 gal. container; 8' to 9' 40 points 3 120 Opaca Americtin Holly ht. si le tru ,Tee o . WL 120 Ligustrum Waxleaf gal.planted at 36" D.C. 36" min. height 10 points 120 1200 Japonica Ligustrum at time of planting. KR 48- Rosa Knockout 5 gal. planted at 30" o.c. 1 10 points -q6- - 8- -7 s' Radrazz Roses -75" ?.1 D Iris 209 Morae Butterfly 1 gal. planted at 18" o.c. Iriodiodes Iris LM 460 Liriope Muscari Big Blue Liriope 1 gal. planted at 12" o.c. DL 46 Hemorocallis Daylilies 1 gal. planted at 24" o.c. within LM bed. Grass Verify SF. Cynodon Common All unpaved areas within project Dactylon Bermuda including right of way to be cleaned up and fine graded. S P 1 S• Streetscape: State Highway Six: 183 1,098 LF/ 50 x 300 = 1098 points Dints Street Tree Formula: 209.85 LF/ 25 = (8 street trees required.) Trees provided for project: 6 Live Oaks @ 150 points = 900 points. 10 Crepemyrtles @ 40 points = 400 1 points B Parking Requirement: 3,415 �r,QSo 59,908 SF/1000 x 30 x 2 = 3,415 points points 4,513 total points points provided. w w \ \ \ w Ui KR CL \ / 24 \ � w \ / \ w g to / lop o O Z / U V) w w w +'` LLJ Q N to 0 CO50 CV + L I 4 \ �pIS NG 70 / o Lo �s�F \tiF s \ 120 � ',\, , L° % 6 /> to ZGj LM DL \ \ \/Q \ 100 10 \ \ \P \ o r L 9 i- \/ - - - o `9CA �/ (\ O aa.. z U N 3 o\ \ \ \ V)Ir LLIsLL z $ C C GRASS \ � o LU a.L CL LM DL KR ++ + I— I— +} / Z it . o W + + + 200 20 \ \ ' ++++ \\ \/ <W + QQ \ U h + 88 w O 9 QQ VV + .• - Z Q . .... .. .. .. + + `� V) N + + J Q a. \ 2 w L LM DL c 160 6 LO < \ • 5 \ To< 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." REVIEWE M_R FEB 1 `UM Wong & o i i iUN A sociates, Inc. DEVEL®PM N RVICES 5207 Spruce. PLAT FILED: Bellaire, Texas 77401-3310 3 777 198 Fax. 713 777 4404 Member: American Society of Landscape Architects 1 LANDSCAPE PLAN L1.1 SCALE: I"= 20'-0" W !:17C, rNnr"r CID J c� Z Z � Q 2 ~ Z Q X W w O v ii O it STATUS DATE i PRELIMINARY PLAN DRAWN PLAN CHECKED L1.1, rNnr"r a 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 / ♦ \ b. All lateral and sub -main pipe to have a minimum of 12" of cover (Sch. 40 PVC Pipe.) . / ♦♦♦ D ♦♦♦ C ♦ \ L W of W U) O CK ZC) 0 p C) z o U ® (n W i Lliw CK C. No rocks, boulders or other extraneous materials shall be used for backfilling of trenches. \ ♦ W d. All pipes to be installed as per manufacturer's specifications. e. All threaded joints to be coated with Teflon tape or Liquid Teflon. / / ♦♦♦ \ ♦♦♦ U O 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. �' D � N �♦ 1 ♦♦' H h. No electrical connections shall be made in the field except at a valve control box or another valveN / box specifically for connections. / / ♦♦ 1/2n \ ♦♦ ♦ � CO N I. All 24 volt wire shall be No. 12UF/UL for common wire and No. 14 OF/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 / ♦♦ D \ \ \ b existing or proposed site features or sizing / ♦ — \ ♦♦ \ 1<1 a heads with. insufficient coverage due to blockage y g p p 9 � .; —� \ \ ♦♦ down sprinkler heads to avoid excessive overthrow. / k. _ The irrigation contractor shall refer to landscape planting plan to keep sprinkler equipments and ♦ ♦♦ g / J \ 2 accessory materials from interfering with proper planting; i.e. Verify rootball size for planting; / / ♦♦ E \ ♦ I ®oo®®O configuration of shrub/groundcover beds, etc. ♦ K I� 1/2" X40 �0" r shall provide expansion coils at each wire connection in valve box (wrap / / % j' \ \ J \ C ♦ ♦♦ �� TF 0 I. The irrigation contractor p p ( p ♦ D \ \ ♦ ♦ � g , around 3/4" pipe 12 times). / ♦ / \ J \00 m. The irrigation contractor shall utilize appropriate automatic drain device where low head drainage ..... ...... ..... may occur. /®�1♦♦♦ \ C \ ♦♦ �.. 70... NG.a n. All sprinkler heads shall be mounted on swing joints unless otherwise noted. / / ♦ \ \ / ♦ ♦ \ a 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. / , ♦ ♦ / �?� \\ \ \ m ID q. The irrigation contractor shall install manufacturers recommended grounding equipment for power / /��1♦ �� l�� \ / \ ♦♦ 11pp pE P�� supply and valve output with (2) 5/8"copper clad ground rods. ♦ ��\ ♦ ♦�♦ X00®®0®� r. The irrigation contractor shall install manufacturer's recommendation on fault ground and lightning ` \ protection. 1♦ �� ♦ ♦♦ S. The irrigation contractor shall furnish the owner with the following : 2 wrenches for disassembling I-{ \ L \ ♦♦ and adjustingeach type of sprinkler heads and valves + 2 keys for the automatic controller +2 quickJr K coupler keys with matching hose swivels. 8 \ t. The irrigation contractor shall add extension risers to pop up sprinklers when needed for proper 11/2" L \ coverage. Coordinate with landscape contractor as to where risers for sprinkler heads are required. � : shall installs sprinkler equipments 1 2" from all buildings foundations and ion contractor u. The irri at9 install sprinklers 4" from any curbs or alkways./ C P\, \ \`� \ ♦♦ID ♦ \ 9. The entire irrigation system (labor and materials) shall be guaranteed and warranted for a period of one/ year. The warrant period shall commenced upon final acceptance by Owner of all landscape and //♦ / �� \\� \ ♦ A O irrigation works./ /♦ /! G"J /♦ / - J \ sz\ \ ♦� C / \ 9 9Z, � 0 00 - - - -- .O a _ F / f< VERIFY tib, i= M \ o 0 CONTROLLER \ N E LOCATION 1 B �, . o\ ♦ W ♦� B O' A B ♦ \ 9a. \%��♦♦`� K 1 A8 ♦♦\ 8 \ \ D \�♦�♦� K B BK ♦1♦ \ \ \ W B 3 W� ♦ L E3 0 L ::.r:.. - ♦♦ W • J F= ♦♦ ♦ \ W W \ ao L L g ♦♦♦ B \ \ / o It ♦ `� �� L ♦ \ \ a W Irrigation Legend: \ E ,•.. '''� 5 J J .♦'♦ ` \ LLJ Sym Sym Irrigation Equipment and Manufacturer Sprinkler Specification GPM Rainbird 1806 Pop Up Sprinkler or equal. A RB 1806 Full 360 degree 15'-0" radius 3.70 B # RB 1806 Half 180 degree 15'-0" radius 1.85 C Q RB 1806 Qtr. 90 degree 15'-0" radius . 0.95 D 0 RB 1806 Half 180 degree 12'-0" radius 1.30 E QO RB 1806 Qtr. 90 degree 12'-0" radius 0.65 F # RB 1806 Low Angle End Strip Nozzle 4'x15' 0.61 G RB 1806 Low Angle Center Strip Nozzle 4'x30' 1.21 Rainbird 1812 Shrub Pop Up Sprinkler or equal. H RB 1812 Full 360 degree 15'-0" radius 3.70 J RB 1812 Half 180 degree 15'-0" radius 1.85 K RB 1812 Qtr. 90 degree 15'-0" radius. 0.95 Rainbird PEB series Electric Remote Control Valves with sizes as noted plan. One (1) 2" water meter Supplied and installed by irrigation contractor for the irrigation system. Water meter to be installed as per city and county codes. One (1) 2" FEBCO 850Y Double Gate Double Check Valve installed below grade inside valve box or APPROVED EQUAL to be installed as per city and county code by irrigation contractor. One (1) Rainbird ESP 8 MC 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. 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 \ ♦� 11/2" ♦ N Z • ® �\\ ♦ B Zz \ J ♦♦ a \ 6 �N�♦:� B ♦ ♦♦ g Ld W \ \ \♦\ y \''♦�� B 1♦♦♦ B H ♦ ♦♦ �fl � ♦B O ♦♦ 8 LLJ U) of w \ ' B Q Cr \ 8 4 0 W \ $ 11/2" C B IL Q I Q z \ 8 \ 2" WM J C� n — V) \ 2 PVH IL 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. Wong &Z 19 z o Associates, Inc. o in ¢ W 5207 Spruce. o o W Bellaire, Texas 77401-3310 Tel. 713 777 9198 Fax. 713 777 4404 STATUS DAT tuber: American Society of Landscape Architects PRELIMINARY PLAN DRAWN 1 IRRIGATION PLAN PLAN CHECKED L2.1 SCALE: 1" = 20'-0" L2ml Ing HAVE A FIRE LANE SIGN AT THE ENTRANCE. CURBS_ „ ., BRAZOS Pv►r, aaEacEo . N 3/4 X 18 SMOOTH ° TO BE MARKED FIRE LANE, NO PARKING, TOW - AWAY 0 N » EXPANSIO DOWELS N KCE . J.OB OF OUR 4 LETTERS. DETAIL REGIONAL ZONE wr»I A MINIMUM F ( ) CURB- AND PAVEMENT. RE _ 1 _ - 96 O 06 • NTS 2 42-2914 G. TITL.�:pm 11 aid .D f 8l- 0 0 6 31047,64. N N HAVE A FIRE LANE SIGN AT THE ENTRANCE. CURBS_ „ ., BRAZOS Pv►r, aaEacEo . N 3/4 X 18 SMOOTH ° TO BE MARKED FIRE LANE, NO PARKING, TOW - AWAY 0 N » EXPANSIO DOWELS N KCE . J.OB OF OUR 4 LETTERS. DETAIL REGIONAL ZONE wr»I A MINIMUM F ( ) CURB- AND PAVEMENT. RE _ 1 _ - 96 O 06 • NTS 2 42-2914 G. TITL.�:pm 11 aid .D f 8l- 6 31047,64. HAVE A FIRE LANE SIGN AT THE ENTRANCE. CURBS_ „ ., BRAZOS Pv►r, aaEacEo . N 3/4 X 18 SMOOTH ° TO BE MARKED FIRE LANE, NO PARKING, TOW - AWAY 0 N » EXPANSIO DOWELS N KCE . J.OB OF OUR 4 LETTERS. DETAIL REGIONAL ZONE wr»I A MINIMUM F ( ) CURB- AND PAVEMENT. RE _ 1 _ - 96 O 06 • NTS 2 42-2914 G. TITL.�:pm 11 aid .D f 8l- NLvqum I RLIONNO AVRFAM mo.J &A M zako-ii 0 R FAURKIAnM':3KMLl 3 azww-lr 11 A MWU.,'Z =",VM mWalowa - si :un M�Nnml, IIAM my"= DWGRW op- tr4im INEgM V., DI 9 at big? 80 VJ2 OURVE ELI --e � -141k i A , ",40- Y Oa N LWYAN A _41A 0 11 Mir=R,A p "NOTS RY THEAEME [it RIM D 0 EftP 7 ll,�,CAP �SE APP'R(, FATE QW Y, OR 4kirrAcK,-,,4mAiii6, wn r w''. UA;?►Aiikiiii IL-A'"tea !] all i ILVEYAM . A&TA I im 4 F__ I IT, MA I tol -W m :&I W_ i Alef-11 73 L L I F C, 1 1 MY 1 f -3 M ME or C3 MVIS Mil W W ql b NMI Oa N LWYAN A _41A 0 11 Mir=R,A p "NOTS RY THEAEME [it RIM D 0 EftP 7 ll,�,CAP �SE APP'R(, FATE QW Y, OR 4kirrAcK,-,,4mAiii6, wn r w''. UA;?►Aiikiiii IL-A'"tea !] all i ILVEYAM . A&TA I im 4 F__ I IT, MA I tol -W m :&I W_ i Alef-11 73 L L I F C, 1 1 MY 1 f -3 M ME or C3 MVIS I I I � . . . � � . I I . . I I � . I . I I � . I . . I . I � I � I . I . . I I . � I I I �� I � I I . I � � � � I I . I .1 I I � � . I I I . . � . I � I . I . . I :. .. � I 1. . � . . . I . . I �l I . . I I . . . I I I I I .11 ..; .1 � � . I . � . � . I I � I � . . � .� 11 . I . � . I . . � I � I I I . . . � I � � . I � ,� � . I I � I . . I I . I I . � I I I . . � I . I . , 1. I I I I � ,� � ,� I � . I . I I � 1. 1. � ..: I I - . .. �� . � � I . . 1. .. � 11 � . � . . � � . I � .1 I � . . I .. . � - . . I � . I �. . I . . � . . . I I . I �.. . . � . I . . � � I I . 1. I I . . I I I I 1. � I I . I . I I ,� . 1. . I . I I � . � � I . I I I I . . I .1 � I � ... I � I I . - , . � - � . . . � . . I - . � � I . . I . , . I � 1�1' . . . . . .� � . . . � I . . I . . . . PROP. CONC. PVMIT. DIRECTIONAL SIGNS _ GENERAL NOTES :, ' ' P M SPECIFICATIONS:4 H VY DUTY CAST 2 EA r „ NOTE: : �_ U BOARD : ... .. 8 MEN ii - .. , INLET SEWER : _ GENERAL CONTRACTOR TO IRON FRAME &COVER . , •.. STRENGTH OF 4500 „ _ CONCRETE, CLASS 1 CONCRETE WITH DESIGN STREN .•:: •, DAYS WITH GASTIGHT , . ; ,.,, CONFIRM ANCHOR BOLT 1. McDONALD S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR, W . PSI AT 28 _ -._, "�:;:: ;• PATTERN WITH EQUIPMENT GASKET -STANDARD. ,.: , .r _.. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.` ' „ .. ... GROUT o SUPPLIER PRIOR TO _ �r w M REINFORCEMENT: GRADE 60 REINFORCED. NO 4 STEEL REBAR TO CONFORM 6 INLET- & OUTLET PIPE : f: _. „ C POURING FOUNDATION. TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. AND FITTINGS STANDARD :.. A,=. 2 1 /4 2. BASES, ANCHOR BOLTS. CONDUIT, AND WIRING FOR ALL OTHER . . .... .. SIGNS ARE BY THE GENERAL CONTRACTOR. . RISERS AS READ. ., . DUCTILE IRON FRAME & . , >_ C VERS: 0 FRAMES AND COVERS SHALL BE MANUFACTURED ++_:...' R T p w 1 2 DIA PWR. CONDUIT to MANHOLE O MANHOLE ;,.:' , •.. UD MANUFAC URE BY ;, • ., z 3, LIGHTIN FIXTURES, BASES POLES, AND WIRING ARE BY THE _ ..... .. „ o TO . OF GREY CAST IRON 'CONFORMING TO ASTM A48 76 NEENAH FOUNDRY CO. 6 MIN. _ SPEAKER PEDESTAL » PROP SEWER � OWNER OPERATOR. L HAVE 24 . INSIDE DIAMETER _ CAT. R6017 OR EQUAL. .. . CLASS 35. MANHOLE SHALL z # o _� 3 3 3 . .. . ; » » 1 2 DIA PWR: CONDUIT AND . TRAFFIC DUTY, W W W A e / 4. BASES FOR FLAGPOLES AR BY THE GENERAL CONTRACTOR. ANCHOR . o FOR DIRECTIONAL SIGNS . g . PLAN VIEW .•. om S 5 5 „ _ .... ,.. - & MENU eoARD BOLTS ARE BY. THE FLAGPO SUPPLIER. . „. „ _ r ., . . W W W 2 8 6 °d' �i o , 6 6 .-> ENGINEERING DATA. BELL ON „ w . �.. _-.".l �-� INVERT - 6 MIN. m . _ ANCHOR BOLTs: 5. PROPOSED UTILITIES ARE S, OWN IN SCHEMATIC ONLY. EXACT . . -•. 8 & S PIPE III lll�l o� » . . Z Z Z -r •;rs..�- �-r-., • •. INLET 0 OTE. _,r . ... ..... t ►...... , 19 1 GRADE 4 1 2 DIA. ®` N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST GREASE TRAP IS STRUCTURALLY AND ,.. _. _ a h O GALVA ED 1 PAVING DIRECTIONAL SIGNS CONTRACTOR SHALL EREI AND CONFORMS IN TION. J 'HYDRAULICALLY ENGINE m ,. .... ECONOMICAL STALLA , , - 2 - , , VERIFY WITH SIGN U .. SUPPORT , .. 4 3 4 DIA. 0. _ . . . TO UNIFORM .PLUMBING CODE. LIQUID „ . _ 0. 0. .0. 15 a :;. ) J MANUFACTURER THE • 8 DROP A MENU BOARD 6. THE C CTO . HALL C ORDINATE WITH ALL UTILITY COMPANIES . > _ ONTRA R S SE ., :::.. CAPACITY IS .1,024 GALLONS- AND GREASE <� .: 5 WE FULL THREAD ANCHOR BOLT- SPACING- - .. 4 P.V. i I INLET SE • t = . . + Cr, TO DETERMINE EXACT POI OF SERVICE CONNECTION AT IXISTING 0 RETENTION IS APPROXIMATELY 2 600 POUNDS. rn _ m .MANIFOLD _ I ml UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING cn cn In RECOMMENDED FOR FLOW RATES UP .TO 28 .. ., - •, CUT OF PIPE. :. � t .: 1. .! .. Ln _ . N : NOTE. ALL ANCHOR N . t >: �t EXISTING y N To sPRING UNE . DRAWINGS FOR UTIIttY SERVICE ENTRANCE LOCATIONS SIZES, :AND• ..:.:. ' GALLONS PER MINUTE. FIELD EXCAVATION AND ,, - = t N r t BOLTS SHALL BE . J o SEWER NOTES: s = z „ PREPARATION SHALL BE COMPLETED PRIOR TO : r e . CIRCUITING. Q:, N 8 GALVAN ZED. C� V V: ILLi i11 , . MORTAR F :,• :{• :. „ „ FF -- DELIVERY OF GREAS TRAP: USE DIMENSIONAL 1 L �+ + , - 1 -CEMENT. STABILIZED SAND PLACED BEFORE PIPE IS LAID ALL EXPOSED CONCRETE • , • ; i A GRADE ®DTR. slcNs 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK _ S S OWN: ..... ,.: :...... , ,; . ., .• „ .... Q Q a DATA A H .... ,1 J..; .}!A..�.s. s•.... UP TO. FLOW UNE OF PIPE OR ABOVE MINIMUM DEPTH 5 . _ m .+ . ,.I ..t �� : CONCRETE BASE x.. ... .:. _„ .. z h GRADE ®MENU BOARD SHALL HAVE CHAMFERED AND MUST BE VERIFlED BY THE GENERAL CONTRACTOR AT . „ - m . • ., . . G RCP 1 I: , EDGES:' m _ . r r o GROUNDBREAK. o TOP VIEW r� .�,e. B -CEMENT STABILIZED SAND. THOROUGHLY RODDED, PLACED •IA o 0 0 . AER PIPE Is LAID. _ 6 _ ABOVE .FINISH : . . SECTION „ » „ FT o 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 4 0 STEEL 30 SQ. m T Ff �. 11 11 . �. . . 1 1 /4" M N./ 1 1 /4 o NOTE. PAVEMENT UNLESS OTHERWISE NOTED ON PLANS. f- t'- F . . 8 0 C EACH WAY TMIN. o •. ALL CONDUIT TO BE . . . I . / i EXISTING „ „ r( . Z Z Z C -SELECT COMPACTED MATERIAL TO 1 FOOT BELOW PAVEMENT „ w w e. . MIN. 12 BELOW GRADE SEWER �i W W W VESTIGATION .I 1 .. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6 BELOW ` GREASE TRAP CALCULATION „ „ „ „ FRONT (SEE GEOTECHNICAL IN.. _ ) M AND PROJECT 3 ABOVE . . p :. . I i TOP OF ALL WALKS AND CU BS. FlNISH GRADING, LANDSCAPING G.T. SIZE DIM. A DIM. B FOUNDATION CURBS.: : D. n. 4. SECTION VIEW . SIDE VIEW WITH - _ Z Z , I ... •, : i ' S ARE BY THE OWNER OPERATOR. a a a 1000 GALLON 8 4 6 0 AND SPRINKLER SYSTEM . NUMBER OF MEALS WASTE FLOW RETE1. NTION STORAGE APPROX. INTERCEPTOR, SIZE SANITARY SEWER BEDDING DETAIL J J J X X » RING 8E COVER , . I .. .' X CI 1500 GALLON 9 -6 7 -5 .. Q PER PEAK HOUR RATE GAL MEAL -: TIME. (HRS). FACTOR (UQUID CAPACITY) .c to . • 1 O. LOT LIGHTING CONCRETE F00TINGS TO CONFORM WITH THE S ILS . ��,JJ WW . . (• . / , ..) ( ) N.T.S. , ,. > . w I .1 1.j • . W W W ;; 4 5 BARS VERT: RECOMMENDATIONS FOR THIS PARTICULAR SITE. .. . .. REPORT EPORT . E . ( o .o 0 25 GALLONS USE 1500 I I W 4 3 TIES I . .. .17 1125 I .2.0 1.5 X 3.01. 11 „ ) i x x ( ) 19 OF SPORTATION GREASE TRAP DETAIL 1 .c. 1 t. TEXAS DEPARTMENT 0 SAMPLE WELL DETAIL _ NT IS THE APPROVED . T_ . :. •. - -TRAFFlC PAINT WPT 8F WHITE PAINT,. .- N.T.S.. :: 1 N.T.S..J. ( 1 I ;� LOT STRIPING BE USED.. .. < � � • u� . 12. THE GENERAL CONTRACTOR SHALL. RUN A ROTO ROOTER Q N .- N . . 1.1.1.1.. o I 1 I � . .� . I �. . . ,� I . . . � I . . . I . .1 __ ... __ � . � . .1 I-— I . � I. I 1. . I .. I I � . I . � . : . � � . . . - .... I R ONES THAT CONNECT TO A CItY -MAIN . . THROUGH ALL SEWS .. . : . . DAY. ca n . PRIOR TO OPENING � -I .1 . .. . . � . � ..l. � .11.1 � � � [ : I , I. HALF SECTION 0 U DER 8 DIA W HALF SECTI N N DIRECTIONAL SIGN BARS TI NAL 1 . , , .. � .- N M . . 1.1 I UNDER PAVEMENT I 14 DIA. ME NATURAL GROUND NU BOARD BARS PAVING' SPEC1.IFICATION . . . . . PAVEMENT P ) . REPAIR SE N.G. . . E D G 0 0 5 0I. W N 2 71 ..1. IA. , 12 D DIRECTIONAL: SIGN EDN. . J-� .!-� MENU BOARD END. C EiE �1 ./ ./ .��/ 18 DIA. ONCR _ <: �� :. - J = �'� t 1 i/ i/ : WITH 4 REBAR AT E �. T �! , ........... 4000 PSI B THICK CONCRETE 7 DUMPSTER AREA •( . F i w w ..- .. . 8 YASH STABIUZED SUBGRADE 6X LIME. BY DRY .9 1 ./ BACKFILL PER 18 O.C.E.W LIME1. ,...• .r...... - �••- SP C TIONS ... * .* - ECIFI A 0 -2X TO -2X - T 95X MAX. DRY DENSITY T J•.lI� A LEAST / WEIG COMPACTED 0 WEIGHT) .* BOA DIRECTIONAL NAL * . MENU & C O r:_�. :: r �r _ -698. OF OPTIMUM MOISTURE CONTENT AS PER ASTM D . - ♦................... .. •t/ :•1�. N • - �.. 6 Mt N BASE F DATI xE C EN IGH UN ON H ,• S O . . 11r.: '� r `� r 79711 N..S. T i1. `, J 1 `'_ 1 / . '� ,I ': '; f 1 1 %' 1 .CLQI�: >t �: l � ::. __ � : SPRING UNE �� . . - . - . . - . . � . - • - • - • - .. ER RES THE RIGHT TO REQUEST A COMPACTION .. v . . 1. McDONALD S ENGINE__ ' .1. I M O . _,; AND OR A CORE SAMPLE. 1 TESTS PROVE CORRECT. PER ABOVE i O / �, 6a SPECIFlCATION TESTS WILL EAT THE EXPENSE OF McDONALD S: . I , OTHERWISE G.C. WILTS BE C��GED. . •.::,. :: ' T»' . • .::. .::: c• .. 2. GEOTECHNICAL RECOMMENDA ONS BASED ON SOILS REPORT 'A1105055 ...• :.•..., f,•:: 3/16 NgMINAI: . . SHAPE CEMENT STABILIZED :, :. •..:... :.:. •. 12.0 :....... • ... BY RACON CON ULTANTS D1.ATED: JANUARY 14 2011 - S 0 , S•}:. AN U OPEN TER S AND T CONFORM TO » _ : •, : r,:. . r'. _ qR SDLI N LCE t SPA ;:. GRAT BOTTOM OF PIPE -� • . : LID - - -: TRENC� WIDTH ( ' PER SPECIFICATIONS r .11 NOTES: . � ! � ir: . " 10.0 : ' •';. ., . 1. WHERE SOIL CONDITIONS REQUIRE, THE ENGINEER r•.. MAY ORDER USE OF GRANULAR MATERIAL . IN . LIEU OF �,,.,. .. , �, + . ..•j •. . CEMENT STABILIZED SAND BEDDING. •, •.� . . NG. r . r. 1.4.O 2. S ENCOUNTERED, REINFORCED �' •.. . WHERE WET SAND I EN 0 NTERED ' .!..., • . .... CONCRETE PIPE SEWERS SHALL BE CONSTRUCTED .+.•r ,�., �, _ p ... ..-., . . •. ....;,. 0 USING DWG. N0. 02227 02 OF APPROVED .SPECIAL ,,,�.,, ;; , ;, .... • ,.•.., ,:, .;.•) •r „,, . r; , y, :., . DESIGN AS SHOWN ON DRAWINGS _ - _ _ SITE LIGHTING - _ 'i I- - _ - .. _ ' _ _ _ ::.. _ .:. : .1 I. HEAVY DUTY FRENCH RAIN , CH D 0 _ , : MODEL �: AS 81000 -MH MT STORM SEWER N.T.S. LAMP TYP WATTAGE: METAL DEA 1000 WATT F RLE _**_ m BEDDING AND L O SS - E DING AN BACKFILL 5 MOUNTING HEIGHT: 30 POLE- ssP 22 TT ` i) • .. It it I ..va . . -Qff fo�AmrlTmt - tt v, - �. >,. . .. - . - sa V4 . . 4 .. to . ' . ' '. I _ . .. .. - TIF VD V - .. . . . - .. . . " . - eaAYM AWA ff - w ., FLV Jaw m uE .1. . . .. _ - _ ADDEf! !-- • . / . • °'%M 8.7 SQ.FT. 8.7 SQ.FT, 8.7 SQ.FT. 8.7 Q,FT:. 0 „Q I • . . � TOTAL � �l VIEWABLE I /..--- I AREA 34. VALL - irTLmTtOpLIG N :6 IIQ.FT. • A2 :unx a.6 .. I. - . y4 _ - JL4 • SAM Ns4 VAU - _ M ff TiOi SDx: ff. _ T•►OIG-EP[AIQ:t ' . )GIfC .- C[HIER _ . DN I •.M 7a.i ff DmK mn It 97+ LDS. r A QE Wmi [ t - vzo ff Ewn r Tr" w ama: -0.00 i DA WEO - U AppmL wmw [ PC= �E W Arm= n Pam xEamloon ASE )LOV 60 )¢ e • • A . S CmAw SE:m ff 30mm USSx 32 A!! LOAD' ' . - 4) �L)r Cu.IAN SEMM ff IOMD USES IA A=P LOAD . LmwAm I DATA CA= - _ - : . - - I - i MT VAiB t6' . 4• : - .I DE +IL DTA ve VELD AL 80 _ .. ARMW Tyr. . - VI1N MTAS7 .. - - yy '' we . . . a .:: rammTm IIeNT ff >DIIIID .. 0' ,:Et.A� PallaNa.11s I.c tetee•161.4, * . ,t_ ttLN t®3 AIL ' .. TC L'' BMW ns= - I .. " 111. I - w nano AIw AU uOwtAnax lh43 leu .nvo b •m oataN M ,ee>» w AM OI)Y Q ncloA a. . . - w mn- )w0c. NIL ia'AID fWL xo) s aw m a el710pA+m eg L_LABEDZ 11 I" Nam rn..LuaL . FP49180AHOFV+ _ . . THROUGH ALL SEWS .. . : . . DAY. ca n . PRIOR TO OPENING � -I .1 . .. . . � . � ..l. � .11.1 � � � [ : I , I. HALF SECTION 0 U DER 8 DIA W HALF SECTI N N DIRECTIONAL SIGN BARS TI NAL 1 . , , .. � .- N M . . 1.1 I UNDER PAVEMENT I 14 DIA. ME NATURAL GROUND NU BOARD BARS PAVING' SPEC1.IFICATION . . . . . PAVEMENT P ) . REPAIR SE N.G. . . E D G 0 0 5 0I. W N 2 71 ..1. IA. , 12 D DIRECTIONAL: SIGN EDN. . J-� .!-� MENU BOARD END. C EiE �1 ./ ./ .��/ 18 DIA. ONCR _ <: �� :. - J = �'� t 1 i/ i/ : WITH 4 REBAR AT E �. T �! , ........... 4000 PSI B THICK CONCRETE 7 DUMPSTER AREA •( . F i w w ..- .. . 8 YASH STABIUZED SUBGRADE 6X LIME. BY DRY .9 1 ./ BACKFILL PER 18 O.C.E.W LIME1. ,...• .r...... - �••- SP C TIONS ... * .* - ECIFI A 0 -2X TO -2X - T 95X MAX. DRY DENSITY T J•.lI� A LEAST / WEIG COMPACTED 0 WEIGHT) .* BOA DIRECTIONAL NAL * . MENU & C O r:_�. :: r �r _ -698. OF OPTIMUM MOISTURE CONTENT AS PER ASTM D . - ♦................... .. •t/ :•1�. N • - �.. 6 Mt N BASE F DATI xE C EN IGH UN ON H ,• S O . . 11r.: '� r `� r 79711 N..S. T i1. `, J 1 `'_ 1 / . '� ,I ': '; f 1 1 %' 1 .CLQI�: >t �: l � ::. __ � : SPRING UNE �� . . - . - . . - . . � . - • - • - • - .. ER RES THE RIGHT TO REQUEST A COMPACTION .. v . . 1. McDONALD S ENGINE__ ' .1. I M O . _,; AND OR A CORE SAMPLE. 1 TESTS PROVE CORRECT. PER ABOVE i O / �, 6a SPECIFlCATION TESTS WILL EAT THE EXPENSE OF McDONALD S: . I , OTHERWISE G.C. WILTS BE C��GED. . •.::,. :: ' T»' . • .::. .::: c• .. 2. GEOTECHNICAL RECOMMENDA ONS BASED ON SOILS REPORT 'A1105055 ...• :.•..., f,•:: 3/16 NgMINAI: . . SHAPE CEMENT STABILIZED :, :. •..:... :.:. •. 12.0 :....... • ... BY RACON CON ULTANTS D1.ATED: JANUARY 14 2011 - S 0 , S•}:. AN U OPEN TER S AND T CONFORM TO » _ : •, : r,:. . r'. _ qR SDLI N LCE t SPA ;:. GRAT BOTTOM OF PIPE -� • . : LID - - -: TRENC� WIDTH ( ' PER SPECIFICATIONS r .11 NOTES: . � ! � ir: . " 10.0 : ' •';. ., . 1. WHERE SOIL CONDITIONS REQUIRE, THE ENGINEER r•.. MAY ORDER USE OF GRANULAR MATERIAL . IN . LIEU OF �,,.,. .. , �, + . ..•j •. . CEMENT STABILIZED SAND BEDDING. •, •.� . . NG. r . r. 1.4.O 2. S ENCOUNTERED, REINFORCED �' •.. . WHERE WET SAND I EN 0 NTERED ' .!..., • . .... CONCRETE PIPE SEWERS SHALL BE CONSTRUCTED .+.•r ,�., �, _ p ... ..-., . . •. ....;,. 0 USING DWG. N0. 02227 02 OF APPROVED .SPECIAL ,,,�.,, ;; , ;, .... • ,.•.., ,:, .;.•) •r „,, . r; , y, :., . DESIGN AS SHOWN ON DRAWINGS _ - _ _ SITE LIGHTING - _ 'i I- - _ - .. _ ' _ _ _ ::.. _ .:. : .1 I. HEAVY DUTY FRENCH RAIN , CH D 0 _ , : MODEL �: AS 81000 -MH MT STORM SEWER N.T.S. LAMP TYP WATTAGE: METAL DEA 1000 WATT F RLE _**_ m BEDDING AND L O SS - E DING AN BACKFILL 5 MOUNTING HEIGHT: 30 POLE- ssP 22 TT ` i) u O cru i� - - - - ry �n FRA ME rn U r. 8 0 rn 3 , TOP OF SLAB 3 m .o / I O I to SECTION -3 GATE POST TAIL rn to SLOPE TOP i s1 1 Emmmm o mm Emmmmm m ME rn No= rn (a KCE JOB # 0 0 A TO DRAIN cn FINISH SURFACE 0 Phone: 71 .952.6888 Fax: 713:952.9994 3 (o 0 0696-01 -' cru i� - - - - ry �n FRA ME U r. 8 0 , TOP OF SLAB COUNTY m I -' cru i� - - - - ry �n FRA ME VIYIA/VII i (\V VIII I.VV IiIV. n V 1 i. `' r. 8 , Consulting "Civil E 9 ineers Houston Dallas COUNTY m N w SECTION -3 GATE POST TAIL „ 10 x4 -x 16 USE WHITE GREASE SOLID -FACE CAP ON ALL ITTINGS F SLOPE TOP i s1 1 Emmmm o mm Emmmmm m ME No= � =1 -' cru i� - - - - ry �n FRA ME VIYIA/VII i (\V VIII I.VV IiIV. n V 1 i. `' r. 8 , Consulting "Civil E 9 ineers Houston Dallas COUNTY PUN oRAYMN N w SECTION -3 GATE POST TAIL „ 10 x4 -x 16 USE WHITE GREASE SOLID -FACE CAP ON ALL ITTINGS F SLOPE TOP , .. 6161 Savo , Suite 310, Houston, Texas 77036.... Y � .. , J Q . I l . N.T.S. N.T.S. � KCE JOB # FRONT AND BACK A TO DRAIN cn FINISH SURFACE .- o Phone: 71 .952.6888 Fax: 713:952.9994 3 O 0696-01 0'6 Q .. LEGE D ::(PROPOSE D - 42.2914 - i .. N _ , 0696°DET .T W of 8 z . i METAL COLLAR To - . p - 0- a Q W . �. r d' SANITARY" SEWER. GAS FIT OVER 6 DIA. a .. GZ POST. GREASE AREA • . .. , .. .. ,. ., l)IA. CONCRETE. POST_ AND ". WATER _ L .. ' LOT. LIGHT' aa t9. to BETWEEN .. c .. .. .. ,' - FOOTING . J �. _ p 6 PVC HINGES.: _ , . r� _ STORM .SEWER' ( EXISTING ELEVATION 76.5. a I O .: CAP S T ST ST T S PROPOSED ELEVATION V .• ELECTRIC .. I, :' 77•0 " ? p 8" x 16 CMU 6 x6 PAINT GRAY INSIDE E WHITE GREASE �o --... R o :, DIA. f ,, - CONCRETE r� E E. E E TELEPHONE DRAINAGE ARROW . ON ALL .FITTINGS (TYP.) .. FILLET) — — — — T T T .. T . —� : _ FRONT AND. BACK T POST. — - I PLAN SCALE: 1. — 20 EXTL-RIOR OF TRASH . POURED C R ENCLOSURE TO BE THE SAME , .N cY, . _ _. STREET ADDRESS: LAY & COLOR AS BUILDING .. GUARD POST 13 � ><,-s• .,---.. HIG HWAY6 &WIL LIAM FITCH PARKWAY STATUS DATE BY METAL COLLAR TYP. N.T.S WELD BOTTOM COLLAR CITY STATE '' j i PRELIMINARY `. . TO POST, BOLT. TOP TI N. TEXAS COLLEGE STA O Y COLLAR COUNTY PUN oRAYMN o SECTION -3 GATE POST TAIL BRAZOS PLM c�EacmJB I l . N.T.S. N.T.S. REGIONAL DWG. NO KCE JOB # ff r� .- o 0696-01 0'6 1. -1 - 42.2914 DRWG. TITLE::* _ 0696°DET .T W of 8 r d' • ,' r 1 I CONCRETE L1 1. STEEL TO MEET ASTM A-615, UNITS 1/4" R . 1 OF i ELEVATION 0 SPACED ON 12 CENTERS. 4000 PSI 6 THICK CONCRETE 7 DUMPSTER AREA WITH 4 REBAR AT E ... T 1 't•,... .... tc i SLOPE , - T BE PA NAIL DOWEL CLIP TO • � � � .. P. .. BLUE HIGHWAY PAINT —►.— 18 O.C.E.W. 8 LIME—FL ABILIZED SUBGRADE 6X LIME BY DRY �- '�;' ••9 1 NTS 2. EXPANSION JOINTS TO BE PLACED AT REDWOOD EXPANSION JOINT y. •. d+ l BACKGROUND -- 2 COATS _ . _ _ . . . * : * t? THE END OF EACH CURB RADIUS 26 GA. STEEL.TUBE TUBE DIPPED WEIGHT) COMPACTED TO AT 957f MAX DRY DENSITY TO 2X TO . 2X ,. (TYPICAL) roo... 00000o0000a000 SCARIFY THE CONCRETE HDCP RAMP SLOPES r * : * 1 aaaaaaaaaa AND SPACED A MAXIMUMOF 40 APART IN ASPHALT OR PLASTIC OF OPTIMUM MOISTURE CO AS PER ASTM D-698.:,+............................aaaaaaaaaaaaaaa SURFACE AS PER TAS NOT TO EXCE D 1.12 )E CAF — LOOSE FIT , : KE CHE88888888888REQUIREMENTS (PER TAS REQ MTS)r....................aaaaaaaaaaaaaaa - - - - aaaaaaaaaaaaaaaaaaaaaaaaaaaaaa PAVEMENT I : 7971/W o ♦ : INTERNATIONAL SYMBOL OF 888888888888888 4000 P.S.I. CONC. — l •.�QtaaaaaaaaaaaaaaaACCESSIBILITY APPLIED TO aaaaaaaaaaaaaaa 00000000000000BUILDING°o°o°o is°o°o°ogi;°°°o°aTHE CENTER OF EACH REQUIRED00000000aaaao o GROOVES ON RAMP HANDICAP SPACE WITH BLUE 1 0::0000888oS LIGHT RELECTIVE PAINT BACKGROUND AND WHITE „ : • . .... McDONALD S ENGINEER RES THE .RIGHT TO REQUEST ACOMPACTION /(� 1/4 DEEP, 3/4 aaaaaaaaaaaaa STAIN ON RAMPS 1 PAINT FOR SYMBOL AND aaaaaaaaaaaaa : ; AND/ORA CORE SAMPLE. I, :TESTS PROVE' CORRECT. PER ABOVE TRUCATED DOMES TO EXTEND WIDE SPACED 2 aaaaaaaaaaaaa PER TAS 4.7.4 PERIMETER EDGE aaaaaaaaaaaaa SPECIFICATION. TEST'S WILL E AT THE EXPENSE OF McDONALD S. - INCHES APART. SLO 0000000000000 VARIES THE FULL WIDTH AND DEPTH OF aaaaaaaaaaaaa ... , LOPE „ OTHERWISE G.C. WILL BE CHARGED. .aaaaaaaaaaaaa 3/4 DIA SMOOTH BAR , 0000000000006 ., RAMP PER TAS REQUIREMENTS LIGHT REFLECTIVE . aaaaaaaaaaaaa „ 0000000000000 2., GEOTECHNICAL RECOMMEN ONS BASED ON SOILS REPORT A110$055 ARMOR -TILE, COLONIAL RED STAIN ON RAMPS a00000060000:0aaaaaaaaaaaa REDWOOD EXPANSION / , .. ., aaaaaaaaaaaaa JOINT FILLER BY TERRACiON CONSULTANTS. DATED: JANUARY 14, 2011 STRIPING FEDERAL NO. 20109 PER AS 4.7.4 3 WIDE2 COATS ) TYPICAL 6 .0 5 6'_O : CURB EDGE (TYPICAL) PLAN DEPRESSED , CURB ;. SIDEWALK. - .- .. . 11 une�l� ��-�le�r ems. l..rr•r� .. Landscape Requirements: Grass Hydromulching Work Requirements: \ . W 1 Perform all work in accordance with all applicable laws, codes, and regulations required by authorities 1. Grass works: having jurisdiction over such work and provide all inspections and permits required by Federal, State, a. Seed which has become wet, moldy and otherwise damaged in transit or inPPY� P storage will not and local authorities in supply, transportation, and installation of materials. be acceptable. \ \ a b. All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed In the \ 2. The contractor shall be responsible for the verification of all underground utility lines (telephone, gas, following proportions by weight and meeting the accepted standards of pure live seed \ \ \ water, electrical, cable, TV, etc.) and all overhead utility easements prior to start of any planting works. content, purity and germination. / \ c. Grass seed shall have the following minimum ratio: 3. All plant materials shall possess the following minimum qualities: Summer Mix: a.Plants shall be nursery grown in accordance with good horticultural practices under climatic Cynodon Dactylon (Hulled Common Bermuda Grass) 85% pure live seed at 75 Lbs. Pure conditions similar to those of the project for at least twelve months. live seed per acre. b. All plants shall be heavy, symmetrical, tightly knit, so trained or favored for development and Winter Mix: \ �� appearance as to be superior in form, number of branches, compactness, and symmetry. Cynodon Dactylon (Unhulled - Common Bermuda Grass) 85% pure live seed at 75 Lbs. C. Plants shall be sound, healthy and vigorous, well branched, and densely foliated when in leaf. Pure live seed per acre. Annual Rye Grass or equal, 85% pure live seed at 175 Lbs. Pure They shall be free of disease, insects, pests, eggs, or larvae. live seed per acre. \ 2. Slur Mix Component per Acre shall be Wood cellulose fiber mulch = 2 000 pounds + Grass / KR d. All plants shall be true of species and variety and shall conform to measurements (caliper size, Slurry p p Po \ trunk heights, spread) as specified on the drawings. Seed as specified + fertilizer (13-13-13) 800 pounds. \ \ 24 c e. Container grown stock when specified shall have grown in the container in which delivered for at 3. Hydromulched seeding on Prepared finished grades: \ Install and spread out a minimum of one inch layer of topsoil over all areas to be least six months, but not over two years. Samples must prove no rootbound conditions exist. a. Iy p " f. All trees shall be staked by a minimum of two metal 'T stakes for single trunk trees and three o hydromulched. stakes for all multi -trunk trees. b. Bed preparation: Immediately after the finished grade has been approved, begin 50 ` ` • ` -' i ! i ! ' \ 0 hydroseeding operation to reduce excessive weed growth and erosion.3 i-i-iIV 4. Planting mix shall be thoroughly mixed in the following proportions: c. Apply seed, fertilizer and mulch by spraying them on the previously prepared seedbeds in \ a. Prepared soil as backfill for shade and ornamental trees shall be: 5 part clay loam topsoil + 2 part the form of an aqueous mixture and by using the methods and equipment described herein. compost +.1 part sharp sand + 4 Lbs. Commercial fertilizer per CY Or 10 Lbs. Organic fertilizer. d. Particular care shall be exercised by the contractor to insure that the application is made \ \ \ b.Prepared soil as backfill for shrubs and groundcovers and seasonal colors shall be:1 part uniformly and at the prescribed rate and to guard against .miss and overlapped areas. ' \ enriched mulch + 1 part compost bark mulch + 1 part enriched topsoil + 1 part No. 1 Bank e. Where slope of areas to be grassed exceed a 3:1 H:V; an erosion control fabric shall be Sand + 3 Lbs. Time- released fertilizer, 14-14-14 per CY or 8 Lbs. Organic fertilizer. installed prior to hyromulching process. > 4. Maintenance: 5. Excavation work and Surface drainage works shall conform to the following requirements: a. Maintenance shall consist of weeding, fertilizing, insect control, watering, replanting, a. Test drainage of plant beds and plant pits b filling withmater twice in succession. Conditions mowing, maintaining of existing grades and repair of an erosion damages. +` 9 P Y 9 9 9 99 P Y 9 \ \ permitting the retention of water for more than 24 hours shall be brought to the attention of the b. Guarantee growth and coverage of hydromulch planting shall be a minimum on ninety five / / + SO P 9 \ \ \ Owner. percent 95% of the area planted will be covered with specified planting after sixty days with no bares spots visible. b. .Work shall include the final responsibility for proper surface drainage of planted areas. Any - _ , p • � ' —� \ P ty P P 9 . Watering: Coordinate with the Owner properly operate irrigation s stem to assure a \ obstructions on the site, or pror work done by another part, which precludes establishing, proper c Wa g p p y py drainage shall be brought to the attention of the Owner in writing. regular, deep watering program. C. Excavate each tree hole 18" deep plus the depth of the tree container size (15 gal. Or 30 gal. Or 5. Inspection and Final Acceptance: ' ' L1 65 gal. Or 100 gal.). Final acceptance of lawn establishment shall mean that hydroseed areas are Ninety Five 4 \ d. Excavate entire shrub bed to a depth of 8" plus the depth of the shrub container size (5 gal.) percent 95% uniform coverage of grass in excess of one inch height. No bare spots will be / + `' / \ unless noted as being pit planted on landscape legend. acceptable. 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); applyO \ + \ "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 SG \ fabric shall be black polypropylene sheet 27 mils thick, 4 oz/s.y. grab tensile strength per ASTM / O�y�"9 LO P Y LO �`,P �. O,LyS \ \ D-4632;90 lbs. (machine direction) 50 lbs. (cross machine direction). Provide DeWitt "Weed d` �` \ 120 i 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. / Gj >: \ LM DL ® \ \ 100 10 •� , + � 7. Landscape maintenance work by the Landscape Contractor after final acceptance shall include theLandscape and Irrigation Notes Required by College Station: P�1 \ \ following: a. The maintenance period shall commence upon inspection and approval at Final Acceptance and a. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial GQ G o \ shall be for a period of Thirty Days (30). 9 b. The landscape contractor shall coordinate the watering program for all the landscape work with grass is required in parking lot islands, swales and drainage areas, the parking lot setback, right \ �\ of way and adjacent property disturbed during construction. \ \ n r. Y J P P Y \ s \ \ LI the Owe ` . C. Maintenance of new plantings shall consist of watering, cultivating, weeding, mulching, restaking, b. All tree caliper shall be measured 12" from grade on a single cane. tightening and repair of guys; resetting plants for proper grades or upright position, and furnishing C. Irrigation system must be protected by either a pressure vacuum breaker, a reduced pressure and application of pesticides/herbicides; sprays, and invigorants as are necessary to keep principle back flow device or double check backflow device and installed per City Ordinance No. c \ • plantings free of insects and disease and in a thriving condition. 2394. / AW d. All backflow devices must be installed and tested upon installation as per City Ordinance No. 8. Warranty Periods, Plant Guarantees, and Replacements: 2394. 3 O ��" o . e. 50% of points must be made up canopy trees. Per College Station Plant List (LO, SO, TD and \ RIS' ,A �� a. Planting supplied shall be warranted to remain alive and healthy for a period of twelve months 4 BN are noted as canopy trees. (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 f. The building plot is for the purposes of signage, landscaping, and non-residential architectural .....:::.: satisfaction of the Owner: standards as applicable to building plots over 150,000 square feet. GRASi / 4),, Gj \ ti P� i LM KDL \ 200 20 \ \ \ 54t t { \ \ � RIS \ r S ++ 8B 4 \ BB } - College Station Landscape Requirements and Project Landscape Legend: Symbol Quantities Botanical Common Size and Plant Requirements College Quantity Total (Verify) Name Name Station Calculated Points Points LO 12 Quercus Live Oak 2-1/2" cal. Min. 45 gal. container 9' to 150 points 1 12 1,800 Vir iniana 10' ht. single trunk SO 4 Quercus Shumard Oak 2-1/2" cal. Min. 45 gal. container 9' to 1 150 points 4 600 Shumardii 10' ht. single trunk BN 2 Betula Nigra Riverbirch 2-1/2" cal. Min. 45 gal. container, 9' to 40 points 2 80 10' ht. multitrunk. LI 7 Lagerstroemia Basham Pink 2-1/2" cal. Min. 45 gal. container; 8' to 9' 40 points 7 280 Indica Cre em rtles ht. multi -trunk. AH 3 Ilex Savannah 2-1/2" cal. Min. 45 gal. container; 8'to 9' 40 points 3 120 -- Opaca American Holly ht. si le tri ,Tee o WL 120 Ligustrum Waxleaf gal.pianted at 36" o.c. 36" min. height 10 points 120 1200 Japonica Li ustrum at time of planti5g. KR 78 Rosa Knockout 5 gal. planted at 30" O.C. i 10 points 78 780 _ _ Radrazz Roses Iris 209 Morae Butterfly 1 gal. planted at 18" o.c. Idodiodes Iris LM 460 Liriope Muscad Big Blue Liriope 1 gal. planted at 12" o.c. DL 46 Hemorocallis Daylilies 1 gal. planted at 24" o.c. within LM bed. Grass Verify SF. Cynodon Common All unpaved areas within project Dactylon Bermuda including right of way to be cleaned up and fine graded. S P I S• _ Streetscape: State Highway Six: 183 1,098 - _ LF/ 50 x 300 = .1098 points oints Street Tree Formula: 209.85 LF/ 25 = (8 street trees required.) Trees provided for project: 6 Live Oaks @ 150 points = 900 points. 10 Crepemyrtles @ 40 points = 400 i points B Parking Requirement: 3,41.5 59,908 SF/1000 x 30 x 2 = 3,415 points points 4,513 4,860 total points points provided. Wong & Associates, Inc. 5207 Spruce. Bellaire, Texas 77401-3310 Tel. 713 777 9198 Fax, 713 777 4404 M tuber. American Society of Landscape Architects 1 LAN DSC PE PLAN L1.1 SCALE: 1" = 20'-0" LL LL . _ Gra H dromul hi .. rite: . ss c n Work Re ulrements. . Landsca a Re Requirements:_ Y 9 q Landscape, q _ _ .% - 1. 1. . . - v rdanbe with all applicable codes and re ulations re uired b authorities 1. .Grass works. 1 . Perform all work m acco . pP 9 q Y .. . v tions and ermits required b Federal State a. Seed which has become wet mold and otherwise damaged in transit or in storage will not . � . having Jurisdiction over such work and provide. all. inspec p q Y Y s 9 9 , . . . rtation and installation. of materials. be acce table. - . and local authorities in supply; transpo _ P 0 . - b: All grass seed shall be fresh, re cleaned grass seed of the latest crop, mixed in the 9 9 _ P, � , . - /\ , .. utile lines #ele hone as follower ro ortons b weight and meeting the accepted standards of u live seed 2: The contractor shall be responsible for the verification of all underground ty ( p , g g p p y g ee g epre ��.- : l ti w ents rior to start of an an n orks content urit and ermination. . water, electrical cable TV , etc. and all overhead utility easem p y p 9 ,. p y g . . Y . C. Grass seed shall have e the following minimum ratio. _ . . . • Summer Mix. . tmaterials-shall ossess the followm minimum qualities: �� 3. All plan .p g q , .. _ . . � . ood horticultural ractices under climatic . C nodon D. Ion Hulled Common Bermuda Grass) ure Iry a 75 Lbs: Pure1. _ a.. Plants shall be nursery grown in accordance with. g p y y (. m a s) 85 /° p e s etl at live seed era X . - project for at least twelve months. cre. � - conditions . similar to those of the prof P • .. _ \ . red for development and Winter Mix. . b. All plants shall be heavy, symmetrical, ti htly knit, so trained or favored p p Y Y 9 _ �. .. . a earance ; as to be superior in form, number of branches, compactness, and symmetry. Cynodon Dactylon Vnhulled _ Common Bermuda Grass 85 /° ure live seed at 75 Lbs. pp P (.. ) p . ° _ . .. , � � - el foliated when in leaf. Pure live seed er r a Plants shall be sound, health and vigorous, well branched, and densely p ac e. Annual Rye Grass or equal; 85 /° pure live seed at 175 Lbs. Pure _ Y 9 . . . o larvae. live seed per acre. . C . The shall be free of disease; insects, pests, eggs, r p •zz:% _ . Y . �- + . is hall be true of s ecies and variety and shall conform to measurements call er size, 2. Slur Mix Come orient er Acre shall be Wood cellulose fiber mulch 2 000 pounds Grass KR o d: All plants s ,. . L i . p Y ( P rY. P P ified on the drawm s. Seed ass ecified fertilizer 13 13 13 800 pounds. - 1. - - o trunk heights, spread) a.s spec . 9 p ... ) P 24- � \ . container i which delivered for a dr 1 : e:. Container grow stock when specified shall have grown in the contain , n t 3 Hy Qmu ched seeding on Prepared finished cedes.. U 9 p 9 9 _ .. .: _ . tb1. 0 ound conditions exist. a. Inst least :six months .but not over. two ears. Samples must rove no ro all ands read out a mirnmum of one inch la er of to soil over all areas to be le h _ . of two metal T stakes for sin trunk trees and three dromulched. f.: All trees shall be staked by a minimum 91. Y _ . 1. stakes for all multi trunk trees. b. Bed re aration• Immediatel after the finished rade has been a roved begin 4 \. . P P Y 9 approved, 9 i .. - . . SO hdrs o eedin operation to reduce excessive weed growth and erosion. �. � � � � � '` . Y 9 p ... _ 9 thoroughly mixed m the followm ro ortions. c: Apply seed fertilizer and mulch b s ra in them on the revwusi prepared seedbeds in , 4. Planfing mix shall be: 9 p p pP. Y. Y p Y 9 P Y P P Q. ++ : ..�' 5 art cls loam to soil 2 art the form of an.a ueous mit herein. - - - a .Prepared soil as backfill for shade and ornamental trees shall be. p y p p q x ure and b using the methods and . equipment merit described h r p - _ Y 9 q P s + r 10 Lbs. Or anic f i r d: Parti care . : coin ost + 1 art shay sand 4 Lbs. Commercial fertilizer per CYO g ertil ze . r shall be exercised b the contractor to insure that the .a Iication is made . p P Y PP . . .: or 1 urnforml and at the r .: b. Prepared soil as backfill for shrubs and roundcovers.and seasonal col s she I be. 1 part y p escribed rate and to guard against miss and overlapped areas. p 9 9 9 pp , + + + mulch 1 art enriched topsoil 1 art No. 1 Bank a Where slope a of areas to be grassed e V shall be + .. ..Ienriched_mulch 1_ part .compost bark'. h p p p p g s exceed a 3.1 H. , an erosion control fabric. �. Z + - - - arnc fe ilize install r1. . Sand 3 Lbs. Time. released fertilizer, 14 14 14 er CY or 8 Lbs. Org rt r. ed p for to hyromulchin process. " ` !? 9 P . , . 4. Maintenance. F .. i _ - < nd Surface drama a works shall conform to the followm re uirements: , a. Maintenance shall consist of Weeding fertilizin insect con rot w to i tin .. . 5. Excavation work a 9 . 9 q 9, 9, t a r ng, replan g, �. . � . w tertwice' in succession ti s momaintaining a. Test.draina a of lent beds and lent its b fillin with a Condi on . m n , of existin rades and re air of an erosion dame es. . p . p P Y . 9.. 99 p Y 9 . h .. ermittin the retention of. water for more than 24 hours shall be brou t to the attention of the b. Guarantee growth and Covera a of h dromulch planting shall be a minimum on ninet five p 9 9 9 .. .9 Y P 9 Y..1 I . __ ° . SO . . . . ercent 95 ° of the area Owner. p. / planted will be coveretl with s ecified lanfin after sixt da s with : p. p 9 Y Y . - i t for o er surface drama a of lanted areas. An no bares ots visible: :..•.::. ---\ _ 11. 0 b. , Work shall include the final responsib li y pr p g p y p \ . "\ 1.c. Watering: ecludes establisher r ten Coordinate w t t r r or work done b .another art which r o er i h the Owne to r erl o e t t s sure a obstructions on the see .o i k g p g r o . a ern a ion stem to as KR P Y P p p p p Y p 9 Y1. re ular dee water :::. n program. "` t wrier in writer .:� :;� ::::� .. drama a shall be brought ht to the attention of he O m. :> LF . 9 9 9 9 p 9 p 9. ;.32 � „ r �. inspection and Final Ac , + . C. Excavate each tree hole 18 dee plus the depth of the tree container size 15 al. Or 30 al..Or p ceptance. ` deep p ( 9 9 . I _ RI •, 20 i -i i LI ': 65 al. Or 100 al:. Final acceptance of lawn establishment shall mean.that h droseed areas are Ninety Five 1 i i Al)-- - . d. Excavate entire shrub bed to a depth of 8 plus the depth of the shrub container size 5 al: percent 95 /° uniform coverage of grass in excess of one inch height. No bare spots will be / , , - i • 4 I \' : _ . unless noted as being it planted on landscape legend: acceptable. �, . 9p p p. � ,, � � . : the depth f the ro ov e. Excavate entire roundcover bed to a depth of 6 plus e p o g undc er container / \ = i _ t _ size (4 pot or 1 gal.). : - i . '` �' - . . ..'. _ ' 6:1. Additional work requirements on landscape areas. _ \ \X \ A . an. X + a. Prior to installation of, any planting works (trees, shrubs,groundcover d grass works); apply I y I 19 / "Round U " in all planting areas to eradicate all weed growths on site. LF / AN '7 i + p p 9 9 360 S A O \ . b. Install weed control barriers in all trees; shrub and groundcover planting areas. Weed barrier _ \0 ) G . 32 h '� `s , "� \ . fabric shall be black polypropylene sheet 27.mils thick, 4 oz/s.y. grab tensile strength per ASTM _ T'� h'f� 9 �` W L , machine direction). Provide DeWitt "Weed :f = ..�.' LO •Cn •O O . . D 4632,90 lbs. (machine direction) 50 lbs. (cross mach ) O '9 LO ,, --... �S� .tis Barrier or a r oved substitute. :: - - :. � 120 �� Pp - .. . = 1 ,� 6 C. Edge all planting bed areas with R erson steel ed in to clearly define the ed e.of the 9 P 9 Y 9 9 Y 9 :.>.• .:. :::• + i „ „ + planting bed the start of the rass areas. Ed in shall be R erson estate Curb, 1/8 x4 with new ;:: _ >; �, p 9 9 Edging Y stakes free of rust. ;,; ... - .. d roundcover bed areas. - � I_I''I L d. Spread a minimum two inch layer of pine bark mulch overall shrub an g D \ - _ 100 10 work b the Landsca e Contractor after final .acce tance shall include the0 \ \. 7: Landscape maintenance rk y p P Landscape.and Irrigation Notes Required by College Station: �,' ` following: RI� + a.. The maintenance period shall commence upon inspection and approval at Final Acceptance and � \ a. 100% Covera a of roundcover; decorativepaving,decorative rock not loose), erennial \ 35 shall be for a period of Thirty Days (30). 9 9 ( ) p < : L rass is re uired in arkin lot islands swales and drains a areas the arkin lot setback re ht G "J o .b The.landsca a contractor. shall coordinate the watering program. for all the landscape work with 9 q P 9 9 P 9 9 G p of wa and ad acent ro ert disturbed duan construction. L TD . \ � \ �. s, the Owner: Y J P p Y 9 \ o. \. Q . \\ . . I \. �\ o� - rye Balt er sh _ measured " 9 t9:::., . weeding, n u e estakin P b�" 12 from rade on a single cane. - ntin s shall consist of watenn cultivating, w e m ich n r 9 9 , , . c. Maintenance of new plantings g g, 9, 9, 9, 9, v, _ 3 2 s .. �� - Irrigation system must' be protected b ith v r _ _ - = position, and furnishing 9 Y p d y e er a pressure acuum breake , a reduced ressure _ .-_.� _, _ :. o ,� p tightening and repair of guys; resettin tants for proper grades or uprightp g p 9 9 p 9 Y 9P A ti .; .. back flow device or doubt10 _ and application of estecedes/herbicides sprays, and rove Drente as are necessary to keep principle e check backflow device and installed per City Ordinance. _ , .c . pP. p 9. . : PA �o L . ... ,. .. 2394. ,. C � �•+- - plantings 1.free of insects and disease and in a thnvin condition. p 9 9 AN 7, . d. All backflow v � F + . ow de ices must be installed and tested upon installation as per City Ordinance No, 88. 3 - O 2 3' ,� �, 8. Warrant Periods Plant Guarantees and Replacements: 394. Y p C' ' U. °. O \ . e. 50 ° of points must be made u . en f twelve / p p caro trees. Per College Station Plant List LO, SO, TD and . a: Plantin su lied shall be warranted to remain alive and healthy for a period o el a months canopy 9 ( :: / RIS . 9 supplied / )` , \ : red BN) are noted as canopy trees. � . . 1. (12) after the.date of Final Acceptance by Owner. Plants in an impar , dead, or dying condition Y '�1. _ 1 or within 12 months shall be removed and replaced immediate) to the f. The building plot is for the purposes of signage, landscaping, and non residenfial architectural / . after initial acceptance P Y ,,+ standards as applicable to building plots over 150,000 square feet. satisfaction of the Owner. 5 :•.:::: `.. GRASS , k . . -e � .. , A 2 "- -r :. (y Colle a Station Landsca a Re ulrements and Pro ect Landsca a Le end. ..:. I.. I I 0 . :: -i i -i-- _ $ERM._--- _ -i- ::,:;::::. k• 4 .Symbol Quantities Botanical I .. Common .Size and Plant Requirements College Quantity Total (Verify). Name - Name I. Station Calculated - Points Points . LO 7 Quercus Live Oak 2-1/2" cal. Min. 45 gal. container 9' to 150 points 7 .. 1,050 Virginiana 10' ht. single trunk 1 SO 5 Quercus Shumard Oak 2-1/2" cal. Min. 45 gal. container 9' to 150 points 5 750 Shumardii .. 10' ht. single trunk . - . TDI . ' 11 Taxodium Bald Cypress 2-1/2" cal. Min. 45 gal. container 9' to 150 points 11 1,650 Distichum :. 10' ht. single trunk BN 3 Betula Nigra Riverbirch 2-1/2" cal. Min. 45 gal. container; 9' to : 40 points 3 .120 10' ht. multi -trunk. LI 18 ,' Lagerstroemia Basham Pink 2-1/2" cal. Min. 45 gal. container; 8'to 9'1. 40 points 18 720. -. Indica . Crepemyrtles . ht. multi -trunk. AH 3 Ilex. Savannah 2-1/2" cal. Min. 45 gal. container; 8' to 9' 40 points 3 120 Opaca American Holly ht. si le tru , T ee o . WL 202 Ligustrum . Waxleaf 5 gal. planted at 36" o:c. 36" mina height 10 points 202 2020 Japonica Ligustrum at.time of planter . KII 110 Rosa . Knockout 5 gal. planted at 30" o.c. 1 10 points 110 1100 I. Radrazz . RosesI RI: 103 Raphiolepis Clara Indian 5 gal. planted at 30 o.c. 10 points 103 1030 Indica Hawthorn LF 52 Leucophyllum Texas Sage 5 gal. planted at 30" o.c. 30" min. height 10 points 52 520 Frutescens at time of planting. Iris 209 Mora: Butterfly 1 gal. planted at 18" o.c. Iriodiodes : Iris. . PA 88 Pennisetum Moundry 1 gal. planted at 18" o.c. I. Aloepecuroides Pennisetum LM 460 Linope' Muscari Big Blue Liriope 1 gal. planted at 12" o.c. DL 46 Hemorocallis . Daylilies 1 gal planted at 24" o.c. within LM bed. Grass Verify SF. Cynodon . Common. All unpaved areas within project .. Dactylon Bermuda' including right of way to be cleaned up . and fine graded - . S P I S' . Streetscape: State Highway Six: 183 1,098 LF/ 50 x 300 = 1098 points oints Street Tree Formula: 209.85 LF/ 25 = (8 street trees required.) Trees provided for project: . 6 Live Oaks @ 150 points =900 points. . 10 Crepemyrtles @ 40 points = 400 1 . points B Parking Requirement:3 415 - . . . 59,908 SF/1000 x 30 x 2 i-3,415 points points . . 4,513 9,080 total points ..1. points provided. :� N. I : . .� Wong & Associates, Inc. 5207 Spruce. : Bellaire, Texas 77401-3310' Te 713 777 9198 Fax. 11 713 777 4404 . Member: American Society of Landscape Architects F P . I LANDSCAPE PLAN L1,1 SCALE: 1" = 20v-011_ b 0 8' TYP. MIN. r ------------ t---- --. ............7 6 up. to o^ EXTENSION ° CURB LINE WHEN 8• RECESSED INLET 13' RADIUS I L-------------- GE ,FRAC :NOTES r - A A --------- -J - --...--- _. . 0' 6 Z .i D. + T— NOR ACE of 2'-IY MIN. SQUARE28-DAY CONCRETE �7 8' . 24• WARP PAVEMENT SURFACE TO 1HROAT OF INLET SEE 2-0 SEE ® T STRENGTH 3000 pel PLAN .6• PLAN VIEW 28 -DAY CONCRETE S X07H - 3000 pd #4 BARS 12' O.QEW. A. + 6• MIN. r _ 1. SIGN AND BASE ARE McDONALD S .ROAD E BY THE SIGN CONTRACTOR, W B•T� __._._._._.- ----------- ---_-._..-�.--__ ___ ------------ SEMONAA EXTENSION - NOR Ma GUTM LINE - - -- r'•" DEPRESSED GUTTER LINE: ' �y'yMyY-� - .. - ---- IT SHAPING6' TYP. ,. /4 BAR§ 6' O.C.EW. I~ 0' SIDE WALLS TOP # BOTTOM SLAB CONCRETE FILL A f4 BARS 12. O.C.EW.' SECHONAA SIDE WALLS k BOTTOM SLAB CONDUIT AND WIRING ARE IBY THE GENERAL CONTRACTOR. ELEMYON SINGLE GRATE T�TLT SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D 1-00 Dl -01 2. 0 ,OLTS CONDUIT AND WIRING FOR ALL OTHER BASES, ANCHOR B . A -- - . � - -- - _ __•__ ..-. 3/iB• 7 �B�'�) 11 2• I. 21- F•-�4 VIEWAA T __ T t ` A L OW . + i MAIN A UNE 4-/4 BARS DIAGONAL 1 STRENGTH pN f an ._._.._... I- _ V 0(2) O. D. + 8' SM. CAST IRON MANHOLE MIN. 3' COVER AND FRAME IN STREETS 28 -DAY PLAN ------•-- _. ... .._.. ...:.. 3�4• ; stxTARE (30- DIA.) : CONCRETE STRENo7H -3oao ptl A CROSSSEMON PLAN O.D. + MIN. _-- �— SIGNS ARE BY THE :GENERAL CONTREACTOR. DISTANCE BETWEEN MINIMUM Two PIPES 18' TO 36• - 12- APART p �, IAPPROP TH�� ri �A �tY�717LE A 6qe { . a teartie" . to ro A /4 BARS 12. D.C.E : 8' TOP h BOTTOM r , +4 BARS 12. O.C.EW. j4 BARS 6. O.0 EW. 48' OR LARGER - 7B• APART SDE WALLS",:; —1 . SDE WALLS . O.D.+ 8• MIN.. TOP Ac BOTTOIA SU1B k SDE WAL1S 3. LIGNTIN FIXTURES, BASES. POLES, CONDUIT AND WIRING ARE BY' THE'.. COOPERATOR. -I LARGE MOU7H BASS LOGO 8' TOP el =4 BOTTOM WALLS : ; .: Y ; _Y a '. '. { OMIN+3e• { O 11 6• TOP VARIES f do BOTTOM O 3/4' FT�T p� GOTHIC (z). PLA 3' MIN. EACH SDE 8• SDE WALLS { 9FE F SLAB - III BARS 6. O.C:EW. TOP k BOTTOM 5184 BARS 6. O.C.E.W. OWNER A� a s<M .. doves m A SECHONA A 8' SDE WAILS TOP k BOTTOM SLAB SECMIONA A No ak%m , eln a t.. SECTlONAA 1L,Y�_UT.FACED GOTHIC 3 w%^^�e �e n[wA7E C7Y 717LE STORM SEWER DOUBLE BARREL INLET : TROUT LOGO JUNCTION BOX GRATE.INLET 4. R CO ANCHOR BASES FOR FLAGPOLES ARE BY THE GENERAL N'TRACTO. W S w S w 5 D1-04 D1-05 _ - _LE FLAGPOLE SUPPLIER. :BOLTS ARE BY THE .FLA L W .W W _ 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC Lir ONLY. EXACT LOCATIONS. SHALL BE DETERMINED TO ALLOW FOR THE MOST z �g z z ECONOMICAL INSTALLATION. - THE CONTRACTOR SHALL OORDINATE WITH ALL UTILITY COMPANIES 6. TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE B ILDING ELECTRICAL AND PLUMBING '� in u� v� . - S SIZES.- AND 'DRAWINGS FOR UTI LITY SERVICE ENTRANCE LOCATION S I CIRCIICiING.. � 1 b 0 8' TYP. MIN. r ------------ t---- --. ............7 6 up. to o^ EXTENSION ° CURB LINE WHEN 8• RECESSED INLET 13' RADIUS I L-------------- r - A A --------- -J - --...--- .CONCRETE _ GUTTER TTTl 13'RADIUS y2'-0• 0' 6 Z .i D. + T— NOR ACE of 2'-IY MIN. SQUARE28-DAY CONCRETE �7 8' . 24• WARP PAVEMENT SURFACE TO 1HROAT OF INLET SEE 2-0 SEE ® T STRENGTH 3000 pel PLAN .6• PLAN VIEW 28 -DAY CONCRETE S X07H - 3000 pd #4 BARS 12' O.QEW. A. + 6• MIN. r SIDE WADS 6• Top �k TOP ° 7 f4 BARS, 8. 0.0.EW. STD. CAST IRON MANHOLE COVER TOP OF CURB TOP SLAB AND FRAME BOTTOM SLAB B•T� __._._._._.- ----------- ---_-._..-�.--__ ___ ------------ SEMONAA EXTENSION - NOR Ma GUTM LINE - - -- r'•" DEPRESSED GUTTER LINE: ' �y'yMyY-� - .. - ---- IT SHAPING6' TYP. ,. /4 BAR§ 6' O.C.EW. I~ 0' SIDE WALLS TOP # BOTTOM SLAB CONCRETE FILL A f4 BARS 12. O.C.EW.' SECHONAA SIDE WALLS k BOTTOM SLAB ELEMYON SINGLE GRATE T�TLT SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D 1-00 Dl -01 28 -DAY CONCRETE S7RENG7H - 3000 p.i dv G A ��0�� E A. A -- - . � - -- - _ __•__ ..-. 3/iB• 7 �B�'�) 11 2• I. 21- F•-�4 VIEWAA T __ T t ` A L OW . + i MAIN A UNE 4-/4 BARS DIAGONAL 1 STRENGTH pN f an ._._.._... I- _ V 0(2) O. D. + 8' SM. CAST IRON MANHOLE MIN. 3' COVER AND FRAME IN STREETS 28 -DAY PLAN ------•-- _. ... .._.. ...:.. 3�4• ; stxTARE (30- DIA.) : CONCRETE STRENo7H -3oao ptl A CROSSSEMON PLAN O.D. + MIN. _-- �— PLAN DISTANCE BETWEEN MINIMUM Two PIPES 18' TO 36• - 12- APART p �, IAPPROP TH�� ri �A �tY�717LE A 6qe { . a teartie" . to ro A /4 BARS 12. D.C.E : 8' TOP h BOTTOM r , +4 BARS 12. O.C.EW. j4 BARS 6. O.0 EW. 48' OR LARGER - 7B• APART SDE WALLS",:; —1 . SDE WALLS . O.D.+ 8• MIN.. TOP Ac BOTTOIA SU1B k SDE WAL1S -I LARGE MOU7H BASS LOGO 8' TOP el =4 BOTTOM WALLS : ; .: Y ; _Y a '. '. { OMIN+3e• { O 11 6• TOP VARIES f do BOTTOM O 3/4' FT�T p� GOTHIC (z). PLA 3' MIN. EACH SDE 8• SDE WALLS { 9FE F SLAB - III BARS 6. O.C:EW. TOP k BOTTOM 5184 BARS 6. O.C.E.W. .. 1 .� ' 8• SDE WAILS A� a s<M .. doves m A SECHONA A 8' SDE WAILS TOP k BOTTOM SLAB SECMIONA A No ak%m , eln a t.. 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P P . y} P PI } g y y .y p S `a e ` eja a A aimbei s iwied } }S I P g P }. lie suol oadsui e a !Aojd lie jom ons j9no uoi}oipsunf 6u!ne PUB } II P. P �I y y s john ssej �1 J 6 .. sal uo ne �( ajrnbei suoi}elnbai }. y} g P pue `sepoo 'smel algeo!ldde Ile y}!M eouepj000e ui �Ijoni+ Ile w�oJjad 6. �. :sjuauaaainbeM adeospue, :sjuawaiinbaI 3jaoM 6uiy3jnw0.1PAH ssBJ0 I W Irrigation General Notes. 9 \ W o II applicable State of Texas C County codes. 1 ALL materials and equipment shall conform t a pp City and Cou y \ 2. The irrigation contractor shall be responsible for securing all permits prior to actual work on site. \ 9 3. , The intent of the 100% coverage of all .landscape areas. \ � _ t 4. Prior to commencement of work irrigation irirrigation contra for c shall contact the Owner e o coordinate all required inspections. utile m excavator and working near existingeasements. The 5. Extreme care shall be exercised. 9 9 utility \ responsible for the verification of all utile locations (telephone, TV as irrigation contractor shall be p utility ( p g for Th irrigation contractor shall be responsible o all damages inflicted on electrical, water, cable,' etc.). eP 9 / WM0011. any and all unlit lines. Y Y 6. The Irrigation contractor shall at all times protect his work from damage and theft and replace all 2 PVB b 1� \ V� FY damaged or stolen arts at his expense until receipt of the Certificate of Substantial Completion from. , 9 p P \ \` `� \ LOCA -ION the Owner. The Irrigation contractor ahaII fuh and adjust the system for optimum erformance: This shall include . \ Z regulating the pressure at -each valve to obtain the optimum operating r essure for each. system. v pavement. PVC ale :. 7. Use glue Joints m mainline passing through sleeves under p e eves shall be Schedule m 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 p P J v7 \ w and/or eneral contractor. \ g 8. The irrigation contractor shall also comply to these additional special requirements to the ianon - .-.. mom system shall include the following. : • Y 9 a.:All mainlines shall have a minimum of 18 of coverSch. 40 PVC Pipe.). ( p ) D b. All lateral and sub main pipe to have a minimum of 12 of cover Sch. 40 PVC Pipe.).♦ _ PP (� � I C. No rocks, boulders or other extraneous materials shall be usedf r backfilling ♦ I of trenches. All pipes to a installed as per manufacturer's specifications. d pp b p_ 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.. _ . Sprinkler and related equipments shall be installed as per manufacturers specification. �- D 9 p.P p h. No electrical connections shall be made in the field except at a valve control box or another valve : : 1 W p � ♦ t— box specifically for connections. i 1/2 \ o i. All 24 volt wire shall be No. 1211E/UL for common wire and No. 14 OF/UL for control wires direct , :.. \ .burial shall be solid copper. , ♦ \ . 1 The irrigation contractor shall be responsible for proper coverage of areas to be watered i.e. adjust .. > 4 �, ♦ \ _ w heads with insufficient coverage due to blockage by existing or proposed site features or sizingry -� downsprinkler heads to avoid excessive overthrow. k. The irrigation contractor shall refer to landscape plantingpIan to keep sprinkler a ui merits and :...... ... .E \ ♦ ♦ _ accessory materials from interfering with properplanting; i.e. Verify rootball size forplanting;J ♦ 2 configuration of shrub/ roundcover beds etc: ♦ ---- K o g g � � - � 1/2 1. The irrigation contractor shall provide expansion coils at each wire connection in valve box (wrap ' pipe 12 times). ♦ D \ J \ ♦ ♦ •• '� . around 3/ p p ) J \ M. The irrigation contractor shall utilize appropriate automatic drain device where low head drainage ♦ ♦ � � may occur. ♦ ♦ ♦ I .... ...... .......... n. All sprinkler heads shall be mounted on swing joints unless otherwise note 'E" iii♦ ♦ \ / NG / o. The irrigation contractor shall install a separate common for each controller.AIR, ♦ _ \ � , ♦ � ♦ / 70 O • / P. 24 Volt wire shall be color coded: Common shall be white and Control red. ♦ �\ \ ♦� ♦ \ • F V / q. The irrigation contractor shall install manufacturers recommended grounding equipment for power ♦ = __ \ , ♦ \ cq ... • • G� %♦ , _ _ ♦ ♦ supply and valve output with 2 5/8" copper clad ground rods.- - ry _ �� • 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 wrenchesbling N \ L \ and adjusting for disassembling each type of sprinkler heads and valves 2 keys for the automatic controller +2 quick ,:.. K :....... \ coupler keys with matching hose swivels. S \ t. The irrigation contractor shall add extension risers to pop up sprinklers when needed for properL/> n i/2 '� ♦ \ coverage. Coordinate with landscape contractor as to where risers forsprinkler heads are required. 2 \ u. The irrigation contractor shall install sprinkler equipments 12 from all buildings foundations and install sprinklers 4 from any curbs or walkways. \ \ ,� ♦ i 9. The entire irrigation system labor and materials shall be guaranteed and warranted fora period of one : Year. The Warranty period shall commenced upon final acceptance by Owner of all landscape and / \ . ♦ , / , \ ♦A O irrigation works. ♦ / - \ 9 , �- C _- VERIFY ti O_ Z ., K F M _ CONTROLLER _ IR u o \ _ ♦ LOCATION o \ p a S W ♦ \ 'p B .\o \ z \ \ ♦ o o K 1 \ \ A ♦ \ o 'B $ \ ♦ \B v W co \ B ♦ o \ � K ♦ _ ♦ �. _ K B 8 3 Irrigation Legend: t: \ Z :..: AL On l 1/2 • \ \ \ a o T Sym Sym Irrigation Equipment and Manufacturer Sprinkler Specification GPM Rainbird 1806 Pop Up. Sprinkler or equal. A @ RB 1806 Full 360 degree 15'-0" radius 3.70 B Q RB. 1806 Half 180 degree 15'-0" radius 1.85 C ( RB 1806 Qtr. 90 degree 15'-0" radius 0.95 D @ RB 1806 Half 180 degree 12'-0" radius 1.30 E @ RB 1806 Qtr. 90 degree 12'-0" radius 0.65 F 0 RB 1806 Low Angle End Strip Nozzle 4'x15' 0.61 G @ RB 1806 Low Angle Center Strip Nozzle 4'x30' 1.21 Rainbird 1812 Shrub Pop Up Sprinkler or equal. H A RB 1812 Full 360 degree 15'-0" radius 3J0 J A RB 1812 Half 180 degree 15'-0" radius 1,85 K A RB 1812 Qtr. 90 degree 15'-0" radius 0.95 Rainbird PEB series Electric Remote Control Valves with sizes as noted plan. One (1) 2" water meter Supplied and installed by irrigation contractor for the irrigation system. Water meter to be installed as per city and county codes. One (1) 2" 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 44 DRC quick coupling valve (valves to be installed below grade inside valve box) Total (5) field located on site. One (1) Rainbird ESP 8 MC 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. 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 linea of Irrigation Valve Size of Irrigation Valve �D:Sequence PRELIMINARY PLAN DRAWN IRRIGATION P LAN PLAN CHECKED L2.1 SCALE: 1" = 20'-0" . A