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HomeMy WebLinkAboutPZ 6-13-22 Agenda PacketT H E T O V N O T WESTLAKE TOWN OF WESTLAKE PLANNING & ZONING COMMISSION AGENDA 1500 SOLANA BLVD, BUILDING 7, SUITE 7100, COUNCIL CHAMBER WESTLAKE, TX 76262 JUNE 13, 2022 5:00 P.M. MEETING The Planning & Zoning Commission of the Town of Westlake will meet at 5:00 p.m. on Monday, June 13, 2022. In order to advance the public health goal of promoting "social distancing" to slow the spread of the Coronavirus (COVID-19), there will be limited public access to the physical location described above. A recording of this meeting will be made and will be available to the public in accordance with the Open Meetings Act. Vision Statement An oasis of natural beauty that maintains our open spaces in balance with distinctive development, trails, and quality of life amenities amidst an ever expanding urban landscape. Mission Statement Westlake is a unique community blending preservation of our natural environment and viewscapes, while serving our residents with superior municipal and academic services that are accessible, efficient, cost-effective, and transparent. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. CITIZEN COMMENTS: This is an opportunity for citizens to address the Planning & Zoning Commission on any matter, whether or not it is posted on the agenda. Individual citizen comments are normally limited to three (3) minutes; however, time limits can be adjusted by the presiding officer. The presiding officer may ask the citizen to hold their comments on any agenda item if the item is posted as a Public Hearing. The Planning & Zoning Commission cannot by law take action nor have any discussion or deliberations on any presentation made at this time concerning an item not listed on the agenda. 4. DISCUSSION AND CONSIDERATION OF APPROVAL OF THE MINUTES FROM THE MEETING HELD MAY 9, 2022 S. DISCUSSION OF UPCOMING COMMISSION TRAINING OPPORTUNITIES 6. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION OF AMENDMENTS TO ORDINANCE 942, AMENDING THE APPROVED SITE PLAN FOR LIFETIME FITNESS, TO BE LOCATED AT THE SOUTHWEST CORNER OF SOLANA BLVD. AND SAM SCHOOL ROAD, IN ORDER TO CONSTRUCT PICKLEBALL COURTS P&Z Agenda - 6/13/22 Page 1 of 2 ON THE SOUTHERN PORTION OF THE PROPERTY INCLUDING A CORRESPONDING REDUCTION IN SITE SURFACE PARKING 7. ADJOURNMENT CERTIFICATION I certify that the above notice was posted at the Town Hall of the Town of Westlake, 1500 Solana Blvd., Bldg. 7, Ste. 7100, Westlake, Texas, 76262, June 10, 2022, by 5:00 p.m. under the Open Meetings Act, Chapter 551 of the Texas Government Code. Mary Kayser, I erim Toy n Secretary If you plan to attend this public meeting and have a disability that requires special needs, please advise the Town Secretary 48 hours in advance at 817-490-5711 and reasonable accommodations will be made to assist you. P&Z Agenda — 6/13/22 Page 2 of 2 United States Pled 'I pledge allegiance to the flag o America, and to the republic for nation under God, indivisible, with all." Texas Pledge Planning and Zoning Commission Item # 2 — Pledge of Allegiance f the United States of which it stands, one liberty and justice for "Honor the Texas flag; I pledge allegiance to the, Texas, one state under God, one and indivisible. " Planning and Zoning Commission Item #3 — Citizen Comments CITIZEN COMMENTS: This is an opportunity for citizens to address the Planning & Zoning Commission on any matter, whether or not it is posted on the agenda. Individual citizen comments are normally limited to three (3) minutes; however, time limits can be adjusted by the presiding officer. The presiding officer may ask the citizen to hold their comments on any agenda item if the item is posted as a Public Hearing. The Planning & Zoning Commission cannot by law take action nor have any discussion or deliberations on any presentation made at this time concerning an item not listed on the agenda. Planning and Zoning Commission Item #4 DISCUSSION AND CONSIDERATION OF APPROVAL OF THE MINUTES FROM THE MEETING HELD MAY 9, 2022. 4 ritt rowx or WESTLAKE MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMSSION MEETING MAY 9, 2022, 5:00 P.M. PRESENT: Commission Chairman Tim Brittan, Commission Vice -Chair Michelle Lee, Commissioners Kim Morris, Diane Prager, and Sharon Sanden. OTHERS PRESENT: Planning & Development Director Ron Ruthven, Development Coordinator Nick Ford, Permit Technician Dottie Samaniego. Doug Mousel, Richard DeOtte, Mike Beaty, Connie Stewart, Frank Bonilla and Hieu Hart. 1. CALL TO ORDER Commission Chairman Brittan called the regular session to order at 5:03 p.m. 2. PLEDGE OF ALLEGIANCE 3. CITIZEN COMMENTS: No one addressed the Commissioners. 4. DISCUSSION AND CONSIDERATION OF APPROVAL OF THE MINUTES FROM THE MEETING HELD SEPTEMBER 20, 2021. Commission Chairman Brittan asked for a motion to approve Item #4 MOTION: Commissioner Lee made a motion to approve the minutes of September 20, 2021, meeting. Commissioner Morris seconded the motion. The motion carried by a vote of 5-0. P&Z Minutes — 5/9/22 Page 1 of 4 5. DISCUSSION AND CONSIDERATION OF APPROVAL OF THE MINUTES FROM THE MEETING HELD OCTOBER 11, 2021. Commissioner Chairman Brittan asked for a motion to approve Item #5. MOTION: Commissioner Kraska made a motion to approve the minutes of October 11, 2021, meeting. Commissioner Rennhack seconded the motion. The motion carried by a vote of 5-0. 6. DISCUSSION AND CONSIDERATION OF APPROVAL OF THE MINUTES FROM THE MEETING HELD APRIL 11, 2022. Commission Chairman Brittan asked for a motion to approve Item #6. MOTION: Commissioner Morris made a motion to approve the minutes of April 11, 2022, meeting. Commissioner Lee seconded the motion. The motion carried by a vote of 5-0. 7. DISCUSSION OF CURRENT DEVELOPMENT PROJECTS IN THE TOWN AS NOTED IN MAY 2022 DEVELOPMENT SNAPSHOT. Director of Planning and Development Ron Ruthven presented Item #7 as posted in the agenda packet. 8. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF A FINAL PLAT OF ASPEN ESTATES. Commission Chairman Brittan opened the public hearing at 5:15 p.m. No one addressed the Commissioners. Commission Chairman Brittan closed the public hearing a 5:15 p.m. MOTION: Commissioner Rennhack made a motion to approve Item #8. Commissioner Morris seconded the motion. The motion carried by a vote of 5-0. P&Z Minutes — 5/9/22 Page 2 of 4 9. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF A REPLAT OF BLOCK G. WESTLAKE ENTRADA ADDITION. Commission Chairman Brittan opened the public hearing at 5:23 p.m. No one addressed the Commissioners. Commission Chairman Brittan closed the public hearing at 5:23 p.m. MOTION: Commissioner Rennhack made a motion to approve Item #9. Commissioner Kraska seconded the motion. The motion carried by a vote of 5-0. 10. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF A FINAL PLAT OF WESTLAKE ORGANIC FARMS. Commission Chairman Brittan opened the public hearing at 5:25 p.m. No one addressed the Commissioners. Commission Chairman Brittan closed the public hearing at 5:25 p.m. MOTION: Commissioner Lee made a motion to approve Item #10. Commissioner Morris seconded the motion. The motion carried by a vote of 5-0. 11. ADJOURNMENT There being no further business to come before the Commissioners, Commission Chairman Brittan asked for a motion to adjourn the meeting. MOTION: Commissioner Rennhack made a motion to adjourn the meeting. Commissioner Morris seconded the motion. The motion to adjourn carried by a vote of 5-0. Commission Chairman Brittan adjourned the meeting at 5:25 p.m. P&Z Minutes — 5/9/22 Page 3 of 4 APPROVED BY THE PLANNING AND ZONING COMMISSION ON June 13, 2022. ATTEST: Mary J. Kayser, Town Secretary Chairman, Tim Brittan P&Z Minutes — 5/9/22 Page 4 of 4 Planning and Zoning Commission Item #5 DISCUSSION OF UPCOMING COMMISSION TRAINING OPPORTUNITIES WESTLAKE PLANNING & ZONING COMMISSION 4 T H E T 0 W N O F TYPE OF ACTION W E S T L A K E Regular Meeting - Action Item Monday, June 13, 2022 Topic: Conduct a public hearing and consider a recommendation of proposed amendments to Ordinance 942, amending the approved site plan for Life Time Fitness, to be located at the southwest corner of Solana Blvd. and Sam School Road, in order to construct pickleball courts on the southern portion of the property including a corresponding reduction in site surface parking STAFF CONTACT: Ron Ruthven, Planning and Development Director Strategic Alignment EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Megan Eaton, LTF Real Estate Company, Inc., on behalf of property owners SOL Westlake, LP, is requesting approval of an amendment to the approved site plan for a Life Time Fitness to be located on the subject property. The proposed amendment involves a request by the applicant to construct four pickleball courts between the proposed swimming pool and the parking lot along the southern portion of the property. The site plan for the Life Time Fitness was approved by the Town Council on October 25, 2021, by Ordinance 942 (attached). EXISTING CONDITIONS The subj ect property is currently zoned Planned Development District Number 1-1 (PD 1-1) and currently developed as a Larry North Fitness, which was recently closed to prepare for site demolition for the new Life Time Fitness. Page I of 4 APPROVED SITE PLAN CONDITIONS Ordinance 942 approved the site plan for the new Life Time Fitness. The new building will include 109,000 square feet and will include an outdoor swimming pool with an expanded parking lot. According to the developer, demolition of the existing structures and construction of the new building is tentatively scheduled to begin in the Fall of this year. PROPOSED SITE PLAN AMENDMENT The proposed amendment involves the addition of four pickleball courts to the southern portion of the site, between the outdoor swimming pool and the parking lot. According to the attached narrative provided by the applicant, the addition of the courts is proposed as follows: "Life Time, as an expansion of our brand and programming has begun to include pickleball at numerous of our existing locations, both indoor and outdoor. Pickleball is a program that engages all ages within the community. It has quickly become an extremely popular activity across the country. Life Time believes that Westlake, TX is the perfect destination to incorporate pickleball, as it is a family -oriented market. " The pickleball courts will only be used during daylight hours and will not be illuminated. Regarding potential noise from the courts, in response to staff questions and concerns, the applicant has provided an environmental noise assessment (attached) demonstrating pickleball court compliance with the Town's noise regulations. Site landscaping would receive minimal modifications based on the proposed changes. However, all proposed landscaping remains compliant with Ordinance 942. Parking Waiver Request. Given the addition of the pickleball courts, the applicant proposes to reduce the total parking provided on the site from 550 spaces to 513 spaces. According to the parking regulations in the Code of Ordinances, a minimum of 545 parking spaces are required for the proposed use based on the size of the building. Therefore, the proposed reduction in spaces would leave a regulatory deficit of 32 spaces. Based on an analysis provided by the applicant, the proposed reduction in parking is not inconsistent with parking provided at other Life Time Fitness locations in the United States. Based on a survey of similar parking standards in other municipalities, staff agrees that the proposed reduction in parking spaces will have minimal deleterious effect on available parking supply at any given time for the proposed use. STAFF RECOMMENDATIONS AND SUMMARY The applicant is proposing to amend the approved site plan by installing four pickleball courts between the swimming pool and parking lot on the southern portion of the property. The proposed request also includes a waiver to reduce the number of required total parking spaces from 545 to 513 spaces. Other than minor modifications to landscaping, no other changes to the approved site plan are proposed. Staff recommends approval of the request subject to the following conditions: 1. Per the applicant's statement, the pickleball courts shall only be used during daylight hours and shall not be illuminated; Page 2 of 4 2. A waiver to reduce the total parking provided for the site to 513 total spaces is hereby granted; 3. All other provisions of Ordinance 942 not specifically amended as part of this request shall remain in full force and effect. ALTERNATIVE P&Z ACTIONS The Planning & Zoning Commission has the following options when considering this item: • Recommend approval as submitted • Recommend approval with modifications or additional condition(s) • Recommend approval with staff recommendations • Any combination of the above • Table the agenda item to a specific date with clarification of intent and purpose • Recommend denial TOWN COUNCIL ACTION If the Planning & Zoning Commission acts and makes a recommendation for approval/denial on this agenda item, then it will be scheduled for Town Council action on June 21, 2022. ATTACHMENTS 1. Location Map 2. Narrative provided by Applicant 3. Proposed Site Plan Amendment Plans 4. Environmental Noise Assessment 5. Ordinance 942 (Approved Site Plan) Page 3 of 4 tom, _ � � � LIFETIME May 3, 2022 ATTN: Ron Ruthven, Planning and Development Director Town of Westlake 1500 Solana Blvd.Building 7, Suite 7200 Westlake, TX RE: Site Plan Amendment Submittal Life Time — Westlake, TX 2902 Sam School Rd Westlake, TX 76262 Subject: Life Time — Westlake, TX — Site Plan Amendment for Pickleball Addition Life Time, as an expansion of our brand and programming has begun to include pickleball at numerous of our existing locations, both indoor and outdoor. Pickleball is a program that engages all ages within the community. It has quickly become an extremely popular activity across the country. Life Time believes that Westlake, TX is the perfect destination to incorporate pickleball, as it is a family -oriented market. Life Time's proposed programming for pickleball will be four outdoor courts. The proposed hours of operations will be during daylight hours. To accommodate the proposed pickleball courts to Life Time's approved site plan, a site plan amendment is needed to modify the parking and landscape adjacent to the proposed pickleball courts. With the addition, and configuration of the four courts to the site, the stall count of 550 decreased to 519, causing an overall deficit of 31 stalls. To offset this loss, 4 stalls were added near the sidewalk connection off Sam School Road. The additional stalls added to the site do not encroach further than what was already approved. The proposed stall counts for the proposed Westlake K-2 prototype falls right within the range of the operational need for Life Time facilities of this size. Including the proposed parking reduction, this site is parked at 4.84 stalls/ 1,000 SF ratio, which is in line with our national averages for our existing clubs. 2900 Corporate Place I Chanhassen, MN 55317 LIFETIME Table 1: Existing Life Time Parking Counts Report Summary Region Club Location Square Footage Parking Count Parking Supply Rate Provided (sf per stall) Parking Supply Rate Provided (per 1,000 sf) West Laguna Nigel CA 128,000 590 216.95 4.61 West Scottsdale AZ 108,500 541 200.55 5.01 Northeast Westwood MA 125,663 557 225.61 4.40 Midwest Frisco TX 123,359 593 208.03 4.81 Midwest Brookfield WI 123,359 585 210.87 4.74 Midwest Skokie IL 108,890 523 208.20 4.80 As you may recall, this property is unique as there is a cross -parking easement with the adjacent Solana development that is still in place. For that reason, Life Time proposes to maintain a parking ratio that is slightly higher than the average, provided in Table 1 (4.73), to offset that potential use. Please contact me at (952) 401-2477 if you have any questions. We're looking forward to proceeding with this minor amendment to our site plan with Westlake and hope you are equally as excited for this popular amenity to be a part of your community. Sincerely, Megan Eaton Development Director Life Time Property Development 2900 Corporate Place I Chanhassen, MN 55317 �o w w S cn w i O U 0 0 / 0 V CL 0 fn In O Q) in / O Q O O 72 In O CL a O S O (D L� J 0) 0 m 0 Q0 Q0 O / U J Q 0 Q Ln 0 4 0 N N O N N T O w w In w 0 0 0 0 U O J O Y N fn T m PLANS SUBM ITTAL/REVI EW LOG SITE PLAN SUBMITTAL -NOT FOR CONSTRUCTION SITE PLAN RESUBMITTAL -NOT FOR CONSTRUCTION OWNER/DEVELOPER L�lFf- T=,, 45 NW 'IF 2900 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE- (952)-401-2477 CONTACT: MEGAN EATON EMAIL: MEATON@LT.LIFE ARCHITECT L,1_FE='T!m'-""1 2900 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (952)-229-7047 CONTACT: JAY SPARKS EMAIL- JSPARKS2@LT.LIFE ENGINEER Kiomley)))Horn 13455 NOEL ROAD, TWO GALLERIA OFFICE, SUITE 700 DALLAS, TEXAS 75240 PHONE: 972-770-1300 CONTACT- NEDA HOSSEINY, P.E. TEXAS REGISTERED ENGINEERING FIRM NO. F-928 05/03/2022 05/23/2022 SITE PLAN - ICKL ALL ADDITION FOR HEALTHY WAY OF FIFE K NG 0 z W z \ Walnut rov = w NORTH Z \ Par RIA moo C) ti0 U d SOLANA \ ROANOKE-DOVE SITEd----g�°rGr °o � Io K`� o J U) DOVE LU U) LIMIT Y OW p W 2 MOCKINGBIRD -A c/)U PHEASANT PHEASANT m TA LIMIT 1 O — — r — — Z I I I PL NTATION I a I z w Q J I a SLEEPY HOLLOW POST O K ¢ 3 3 L — CITY — — — — J RANDOL o r C5 CYPRES CITY LU g U O� �A°' CREEK COUNTRYSIDE p Q p = E LIJ K Z a m FOREST w y p LU (If U Q �_ ti J > Z Id } HIGHLAND c LAKEVIEN m Z Op a FOR ST N KINGSWOOD D O� o CROSSTIM ER DOVE m A N O Q ASCOTT m ILUCIAN J BELMONT LOCATION MAP N.T.S. SHEET LIST SHEET NUMBER SHEET TITLE C-001 COVER SHEET C-100 OVERALL SITE PLAN C-101 DETAILED SITE PLAN C-102 DRAINAGE AREA MAP C-402 STORM SEWER PLAN C-405 STORM SEWER PROFILES C-406 STORM SEWER PROFILES C-103 UTILITY PLAN LANDSCAPE SHEET LIST SHEET NUMBER SHEET TITLE LC-1.00 OVERALL LANDSCAPE PLAN LH-1.01 HARDSCAPE PLAN LH-3.01 HARDSCAPE DETAILS LP-1.01 LANDSCAPE PLAN LP-3.01 LANDSCAPE DETAILS LP-3.02 LANDSCAPE DETAILS LP-3.03 PLANT SCHEDULE AND SPECIFICATIONS z 0 U) w O z U � O W> Z > 'z'W O � � H W O O W X C)W X r H U)O 0 Q Q ~ x O ofcn Q U Z W L- J z J o O �f < Qp C,O O O r? w j J J L Y Y O U) w Z Z NL o� PH LELURA0HLanV FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES. Kimley>>> Horn Engineer NEDA M. HOSSEINY P.E. No. 126707 Date 05/23/2022 z _ 0- _ Urn N O z z W O O') N W O _ U) O Q M Q °� m Q O N o m p W CO Y O LID O Z (D z U U Lu � = U) p p U TOWN OF WESTLAKE, TEXAS I �_ w w x SAM SCHOOL ROAD AND co 0� SOLANA BOULEVARD � > MAY, 2022 SHEET C-001 NUMBER Q J O O '0'^ VCCJ `G V ) N N LU Y Q J LU 3 a z Q J A w cn 0 O I U 0 U .Q I c 0 V) c 6 Q 0 c 0 a -0 0 6 NL U .Q Q) (D c 0 a 6 U 6 0 I O 0) O Q0 O U �I -0 / Q 0 0 N N O N O T 0 z Q m W J J Q w O O O_ I U 0 T 0 J 0 Y T cn U) c 0 m N C) U m 0 ° U ° Q / a / c i o \ E Y /0 T / LOT 4, BLOCK 2 3 WESTLAKE/SOUTHLAKE PARK ADDITION NO.1 INST. NO. D216001903 ° \ O.P.R.T.C.T. U) U \ o PROPOSED 8' CONCRETE U \ PEDESTRIAN PATH a \ c LOT 1 R2, BLOCK 2 E WESTLAKE/SOUTHLAKE PARK ADDITION NO. ° INST. NOD200259153 =R=1234.00' T_. 234. O.P.R.T.C.T. \ L=652.53' CB=S31 °43'26"E C=644.95' O 1\ T c o I EXISTING 8' WIDE • PEDESTRIAN PATH • / 16. LIMITS OF • /EXISTING PAVING TO REMAIN 0 / / / / / • / / / / /EXISTING BRICK PAVERS / • 3 PROPOSED 8' CONCRETE / / / / / / / PEDESTRIAN PATH / / / / EXISTING ENTRY • / / MONUMENT SFGN 25' PEDESTRIAN 0 ACCESS EASEMENT PROPOSED BRICK a EXISTING NON-EXCLUSIVE ° UNDERGROUND UTILITIES , / , / VOL. 9437, PG. 1127 PAVER PARKING \ (48 STALLS) EASEMENT 10' FIRE PROTECTION c 9$' i i EASEMENT \ ° 3E 199i INST NO. D217230132 o? CONNECT TO EXISTING GRAVEL PEDESTRIAN / / / NON-EXCLUSIVE UNDERGROUND PATH. END 8' CONCRETE / FACILITIES EASEMENT PATH AT PROPERTY LINE VOL. 9105, PG. 190; VOL. 9140, PG. 532 & 591; VOL. 9156, PG. 776; VOL. 9172, PG. 727; VOL. 9738, PG. 2354; VOL. 12902, PG. 333 PROPOSED 4'H, / \ \ R.P.R.T.C.T. 8'W MONUMENT � \\ \\ II SIGN DRAINAGE EASEMENT EXISTING NON-EXCLUSIVE / / ♦ \ \ INST NO. D220116593 UNDERGROUND UTILITIES / / \ \ O.P.R.T.C.T. EASEMENT I \ \ 1 EXISTING DRIVE / / / ♦ \ \ I 26 ♦ \\ \\ I / 1 C) LIMITS OF EXISTING PARKING REMA N / I �♦ ♦ \\ \\ / 20 21 / \ EXISTING 30' / g DRAINAGE \ ° / f `♦�c5`s \ EASEMENT v U Sig°3��3 O.P.R.T.C.T. 14 ° g 6" CURB ° APPROX. TOP OF / ° BANK AND LIMITS OF / EXISTING TREE LINE / i W 16� - N ' v ° 6" CURB rn c APPROX. LIMITS B v / OF EXISTING / ° ' v is v o 18 \� CREEK v v o ° EXISTING 25' �GL�N v HOP. RETAINING 11 DUCT BANK 0p BUIL 1D Da WtALL (BY OTHERS) ° 8' EASEMENT CONCRETE WHEEL v v 0 a v o 13 1 1 STOPS (TYP.) v u 6 " CURB v o 3 PROPOSED 8' CONCRETE I (TYP) ° 16 v a o v 0 o PEDESTRIAN PATH v I� 4=7°45'05" ° R=2928.00' 6 CU W a I L=396.13' c O I I CB=N80°00'05"E v v v o o v v C=395.83' 85'X24' LOADING N ° II I I 16 ° ° ° ZONE -FOOD I SERVICE ° (D 25'PEDESTRIAN ACCESS EASEMENT p v ° I VOL. 9437, PG. 1127 ' � I Va p p v ,2 >,-E o v V ° I 27 v v ° v 6aCURB°° oa 9' o c ov v - ac I ° v o v v v o m I v v o v of I Iq ° I o 27 I PROP. RETAINING v p v ° ° WALL (BY OTHERS) v v o v o v ° v ° jpt v c W 27 va o ° E Z MUNICIPAL DUCT v • p 6; CURB v W I BANK ESMT. I v v ° av v o ° v �a - I VOL. 14838, PG. 112 o v vv aLL v• v v o 0 U) T_I J v p v a o? ° (D I I (D J c ' 8'W MONUMENT PROPOSED 4'H, p 26 v v ' SIGN b v o ' I 17 6 a a a a a a a a a a a a as a as v a a a s a a a a a a a a a a a a a a a a a a a a a a a a p a a a a a v a a a a a a a a a a a a a a °U v CONCRETE WHEEL STOPS (TYP.) TRANSFORMER �� PAD TRASH : ENCLOSURE 0 + \ \ 21 95, s� �� ♦ v'., EXISTING 10' WATER vp 21 N EASEMENT EXISTING 6" CURB A ° ` \LIMITS OF EXISTING Ile \ PARKING TO REMAIN -^\� o ° �6 \ 10' WATER LINE E T� o v a ` ti� \ v '�O \ EASEMENT RI Vy v e ° INST NO. LIMITS OF EXISTING ° ` �� ♦ D220116593 DRIVE TO REMAIN v /� v ° ♦ 0 O.P.R.T.C.T. ov v v ° EXISTING 4000, v ° ° (STING ° 0� ° ` 6" CURB I ° BO LARDS v v v ° Q v v 64',A � v o v OA� al DD II �a v / - 9 I A v v �z / v I II C o LIMITS OF PICKLEBALL ° v ADDITION I I 34, p v v I • ° ^� 0 6' FENCE TO AT L o ° :E PROP. v 1z � 8' r— OLLARDS CONCRETE a�\ o. 8 HIGH FENCE WITH WIND SCREEN WHEEL STOPS (TYP.) ,a 12 13 0 ma I I Icm 0 K2 PROTOTYPE 2-STORY BUILDING (109,000 SF) FFE - 600.00 PARKING REQ - 545 PARKING PROV - 523 � 15'• • /\�-- END 6" CURB 1 ■ ��►� � ■.■ ■ ��� ��'��I �„ter po' I LU z �I Z p J D fm�o� • I U) II PROPOSED DRIVE a ° v oIONIC 60'X24' LOADING ----- v o PROP. RETAINING ZONE -- v a - WALL (BY OTHERS) v / a o / 6" CURB I o / 10' DRAINAGE EASEMENT INST NO. D220116593 CONNECT TO O.P.R.T.C.T. c I I EXISTING o ° I CONCRETE T I PEDESTRIAN PATH NO°58'49"W 920.26' IMUNICIPAL DUCT / \ DRAINAGE EASEMENT INST NO. D22011659, O.P.R.T.C.T 0 _ EIANK ESMT. / \ BLOCK C r IL. 14838, PG. 112 I $ 15 I KNOLLS AT SOLANA I I I I I I - — — — — — — — — — — — — — — — — - a I INST NO. D220116593 I 25' S.S.E. I 0.P.R.T.C.T. 9 10 1 ,�� �� I BY THIS PLAT 14 1 VICINITY MAP NOT TO SCALE SITIE I L----J o aJ is of N� zi �p 3� I � RE k LEGEND PROPERTY LINE PROP. BUILDING SEE ARCHITECT PLANS FOR DETAILS FL FL FL PROPOSED FIRE LANE 15 PARKING COUNT PROPOSED SIDEWALK PROPOSED ARTIFICIAL TURF + + + + + + + + + + + + + + + + + + + + + + ++ FL —FL —FL EXISTING FIRELANE LIFE TIME - WESTLAKE WESTLAKE/SOUTHLAKE PARK ADDITION NO.1 - LOT 1 R BLOCK 3 PLANNED DEVELOPMENT PD 1-1 MASTER SITE DEVELOPMENT AkIII =1■ZAf_1 LOT 1 R SF AC BUILDING SETBACKS SOLANA BOULEVARD SAM SCHOOL ROAD PARKING TOTAL STANDARD PARKING ADA PARKING PARKING TOTAL 552,297 12.679 REQUIRED PROVIDED 100 100 100 VARIABLE REQUIRED PROVIDED 535 513 10 10 545 523 2 F- 0 Z m W Q W Z 0 CO w 0Y of Z C Lm O w 0 W 0 c ' CO w Q U V N L.L U LL � N O � r-- r� U O X x 0 m o z WQLLZ o R J J � (D 0 �0 d o o } } 0 0 � w LL N 2 ED 10 Z � Z o � O= It IL pQ CE F=H[tivi HER%7 FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES. Kimley*Horn Engineer NEDA M. HOSSEINY P.E. No. 126707 Date 05/03/2022 U M N 0 z z W O O) N W O 2 cA 0� Q' Q m m a D O W m p Q (D Y O L!7 O -, Z (D Z W U U p 0 U GRAPHIC SCALE IN FEET 0 20 40 80 BENCH MARK LIST BM 58 "❑X " SET ON THE BACK OF CURB APPROXIMATELY 13' ± EAST OF A FIRE HYDRANT LOCATED ON THE WEST CURB LINE OF SAM SCHOOL ROAD AND 360' ± SOUTH OF SOLANA BOULEVARD. BM 59 "[g" SET ON THE SOUTHEAST CORNER OF A CURB INLET, LOCATED ON THE SOUTH SIDE OF SOLANA BOULEVARD AND 375' ± WEST OF SAM SCHOOL ROAD. Know what's below. Call before you dig. n n n n n n i CAUTION!! MANY EXISTING UNDERGROUND UTILITIES EXIST IN THE AREA. THE UTILITIES SHOWN ON THIS PLAN ARE FROM SURVEY AND AVAILABLE PLANS ONLY -THE INFORMATION IS VERY UNLIKELY TO BE COMPLETE OR PRECISE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO UTILITIES DUE TO DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. ZW W Q 0 W o 0 U) J J U) N I..` O N W w Y Q O U) L7 W SHEET NUMBER C-1 00 a z Q J 0- W (n O O I U NL U c 0 co U) c_ 6 Q c 0 a a 0 0 Q) U .Q / Q) c a -o 6 U Q) 6 3 O O Q0 Q0 O U / Q 0 N N O N O C) z Q J W W 0 W J Q W 0 U 0 J U 0 In c O m N L 3 U m 0 Fh m 0 VICINITY MAP NOT TO SCALE W Q c�„ O NORTH C L O aanrvov.E oovE T N � — / \ SITE EXISTING 30' I rZ DRAINAGE I O T \ \ EASEMENT I I< c/) 06 / \ ♦ems \ \ �a �� �� �� �` _� I � _ � / s \ < c EXISTING 10' Q �$ WATER ° Q ♦ \\ EASEMENT ° p 21 '� ♦ v vv LEGEND ° 21 \T �� I EXISTING \ \ z Q a 6" CURB p \ \ \ PROPERTY LINE _ ° LIMITS OF EXISTING ♦ \ PROP. BUILDING C ► \ PARKING TO REMAIN \ \ SEE ARCHITECT PLANS FOR F / p ` I DETAILS w U p / ° �$ / A� \ FL FL FL 0 o p ` 6 ` I j ♦ \ F-ij _1j__1A' PROPOSED FIRE LANE IL W o ) LL C" c� x ` ` / ° o- / EXISTI p Q ° � � � 10' WATER LINE p � � � 1-- U o DRI Q ti \ EASEMENT 1g PARKING COUNT O °� g INST NO. ^ Q Q t X O D220116593 ^ Z LL J LL Z ° LIMITS OF EXISTING ` ' p ♦ \ O.P.R.T.C.T. PROPOSED SIDEWALK Q J J oo IY °° / DRIVE TO REMAIN.N >% 00� p \`� ° ♦ p ° ^LLJ J PROPOSED ARTIFICIAL TURF ' Q 0 Q LU • p $ I ` ' ° Q Q \� \ FL -FL -FL Y O U) z � L • ° ` \� p ° O ♦ \\ EXISTING FIRELANE � O= EXISTING o I ' ° O ♦ \ \ �� �� �� N M IL 6" CURB \ ' ° O EXIS11�NG 3 • BOLLARDS E 64' o a O,o ° ° �7. Q / 1 1 FOR REVIEW ONLY NOT FOR o Q C CONSTRUCTION OR PERMIT PURPOSES. Kimle * Horn ° Engineer NEDA M. HOSSEINY p O LIMITS OF PICKLEBALL I P.E. No. 126707 ADDITION I ° Date 05/03/2022 16 N o, • 34 / I Z 2 IL 2 � ° ^�/ .0 6' FENCE TO MATCH POOL CDI i O N Z U' Z 2 . O o PROP. ° ^v/ ^� I O C)W N U)} � O� O cA Q BOLLARDS ° pd O I I I a Q O Q o } m co 8' HIGH FENCE WITH I I I Q (0 U-) Lu z z $ o. WIND SCREEN I = O O C7 CONCRETE O I �ooU ., WHEEL STOPS (TYP.)/ 12 LL U d � �° � a � 12.5I I O z ID ❑ ❑ 9.5' I � I GRAPHIC SCALE IN FEET 4 ❑ I �� 0 10 20 40 N w a BENCH MARK LIST BM 58 "0" SET ON THE BACK OF CURB APPROXIMATELY 13' ± EAST OF A FIRE HYDRANT LOCATED ON THE WEST CURB LINE r� � OF SAM SCHOOL ROAD AND 360' ± SOUTH OF LU SOLANA BOULEVARD. BM 59 "[g" SET ON THE SOUTHEAST CORNER OF A CURB INLET, LOCATED ON THE SOUTH cn SIDE OF SOLANA BOULEVARD AND 375' ± WEST 7 Q m i I OF SAM SCHOOL ROAD. L w Q j Know what's %@loW. 00 w co O FFE - 600.00 I j Call before you dig. o ® I I = U)�v�//�'� N I N I CAUTION!! C) Q W o MANY EXISTING UNDERGROUND UTILITIES EXIST IN J THE AREA. THE UTILITIES SHOWN ON THIS PLAN ARE O) FROM SURVEY AND AVAILABLE PLANS ONLY -THE N INFORMATION IS VERY UNLIKELY TO BE COMPLETE OR PRECISE. THE CONTRACTOR IS RESPONSIBLE FOR W DETERMINING THE HORIZONTAL AND VERTICAL Y Q LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN J 0 o PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE Q W RESPONSIBLE FOR ANY REPAIRS TO UTILITIES DUE TO LU DAMAGE DURING CONSTRUCTION. CONTRACTOR E SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES SHEET NUMBER 0 ON THE PLANS. C-1 01 0) Q Q W Q W 0 Q z Q m 0 0 W 0n O 0 Ii lZ 0 O 0 0 tZ 0 co CO In IL 0 cn c O Q 0 Y U IL co 0 0 0 0 m (D L� J (7) O G) O O Q0 O / O Q 0 / ►4 E Q O z Q J W O Q z Q m 0 N 0 U O T O J C3 In U C 0 W W E 0 I T E Y 0 0 3 0 0 Q 0 T 0 E Y DRAINAGE AREA TABLE LOCATION TIME OF CONCENTRATION (Minutes) INTENSITY "I" (in/hr) DRAINAGE AREA "A" (Acres) RUNOFF COEFFICIENT IICII DESIGN FLOW (Cfs) COMMENTS DA-1 10 9.24 0.02 0.78 0.2 R.O.W. DA-2 10 9.24 0.62 0.78 4.5 A-2 DA-3 10 9.24 0.51 0.78 3.7 A-3 DA-4 10 9.24 1.60 0.78 11.5 A-4 DA-5 10 9.24 0.69 0.78 5.0 A-5 DA-6 10 8.76 0.92 0.78 6.3 EX. SWALE DA-7 10 9.24 1.25 0.78 9.0 ROOF DRAIN DA-8 10 9.24 1.08 0.78 7.8 POOL DECK DA-9 10 9.24 1.42 0.78 10.2 EX-1 DA-10 10 9.24 0.65 0.78 4.7 EX-2 DA-11 10 9.24 0.65 0.78 4.7 B-1 DA-12 10 9.24 0.53 0.78 3.8 R.O.W. DA-14 10 9.24 1.05 0.78 7.6 A-1 DA-15 10 9.24 1.70 0.78 12.3 EX. CREEK T 0 a 0 0 C \ 0 o \N O 0 V 0 C \ 0 0 \ 0 a 0 a 0 a 0 a A=87°17'57" - R=20.00' 5 L=30.47' p CB=S60°14'10"E CO C=27.60' 0 Q , V I O 0 / I I A=7°45'05" 0 R=2928.00' L=396.13' >1 CB=N80°00'05"E 0 C=395.83' V L 1 N 0 1 rN L.I.. N 1 LL. F L OU L I > m 1 LU O a U °O ED I I I I 0 IL O 1 I op o00 1 1 3:M W J 1 1 mo Z 1 1 Q Q' \ 1 Q DA-1 Q 1� W 1 1 0.02 ac 1 0.2 cfs 1 I 1 I 1 1 __- U I /� J 0 1 1 �I. I 0 / Inlet Design Calculations 00 / Project Name: Life Time Frisco Date: I Oct-21 LU Project No.: Designed By: GCP Project Description: Checked By: INMH o Inlet Design Calculations / Inlet Design RUNOFF (Q = C I A) Carryover from Total Gutter Gutter Crown SELECTED INLET Carry Over to / No. Drainage Storm Time of Rainfall Runoff Area Runoff Upstream Inlet Gutter Capacity Slope Type Length Type Inlet Downstream Area Frequency Conc. Intensity Coeff. Flow Capacity Inlet / T� I C A Q L, (yrs) (min) (in/hr) (ac) (Cfs) (Cfs) (Cfs) (Cfs) (%) (ft) (Cfs) (Cfs) I / 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 � EX-1 DA-9 100 10 9.24 0.78 1.37 9.9 9.9 NIA 10' CURB INLET 17.02 z I o EX-2 DA-10 100 10 9.24 0.78 0.69 5.0 - 5.0 - - NIA 10' CURB INLET 17.02 - A-1 DA-14 100 10 9.24 0.78 1.05 7.6 - 7.6 - - N/A 5' CURB INLET 8.51 - w A-2 DA-2 100 10 9.24 0.78 1 0.62 4.5 - 4.5 - - N/A 5' CURB INLET 8.51 - �A-3 DA-3 100 10 9.24 0.78 0.51 3.7 - 3.7 - - NIA 5' CURB INLET 8.51 - /v / A-4 DA-4 100 10 9.24 0.78 1.60 11.5 - 11.5 - - N/A 8' CURB INLET 14.07 - A-5 DA-5 100 10 1 9.24 0.78 0.69 5.0 - 5.0 - - N/A 5' CURB INLET 8.51 - B-1 DA-11 100 10 1 9.24 0.78 0.65 4.7 - 1 4.7 - - N/A 5' CURB INLET 8.51 1 - \ / 43 /�\ A \ LOT 2R, BLOCK 2 WESTLAKE/SOUTHLAKE / ✓/ /// // _ _ \ \ \ \ \ \\ \ \� I PARK ADDITION NO.1 \ CABINET A, SLIDE 283 \ P.R.T.C.T. C�/ \ / �59t` �o' TIL �' �EA�sEn��N� VA\\ \\ V A \ 1 O' \VA\\ \V A 4/ LOT 4, BLOCK 2 WESTLAKE/SOUTHLAKE PARK ADDITION NO.1 INST. NO. D216001903 O.P.R.T.C.T. Ex. / DA-12 / 0.53ac II Ij IIIIII IIII II / / -_-vim y v\V\VAVA \ II \ XISTING �� 3.8CfS ° I EX-1 CURB INLET II I 111 I I I I I III I I I I I \\\\\\ \ / ° \\\I\1\11 IIII IIIIIIIII II/1\ / // _ _ \ \\VA\VA\\\ \ / GPO \\ \\\\111`1\IIIIII\IIII IIIII III / //� ---� \\\\ \III\W\I `\11\ `111\IIIIIIIIIII� \\ F� l \\` IIII \111 IIII\IIIII IIII //----__\\ \\\``1\\1\ 111\1\1\IIIIIII IIII \ ,OQ �o'o Ex2 69V � ��`� ��• woe / s�o A V A A \ \ \ \A � V� \ < < 1 \ \ V A 1 � 1 11 \ 1 A� I I I cJ����ee�.A�\ \A EXISTING-j� s ` 1I 111 1 1 IIIIII 11 I I IIIII I\ \ v CURB INLET �9A ��, \ VA \\\\\\VA�\AVA1��\( \ 1 1 V�V R=123a.11I \I1 I11I 1111�1III I�`II = 234.o0' / / � L=652.53' DA-9 _ a v s9 EX. 3 - 9' X 5 ' CB=S31 °43'26"E / v S\ A \\ A \ \ \\ \\ BOX CULVERTS C=644.95 • A 1.42 ac � _� •. '� \\ �/ s .2 cfs \ \ \\ I I I I I I \ I •• 9s 10 ,v 1 IIIII IIII IIIIIIII IIII III1�11� \ / DA-10 /�9�, / / / � •'. \ \9 0.65 ac\ vv y\ VA \V A\\\ 1 II II 11( 11 I I III I I I I II 1 V I / / / �6 •• 't4.7cfso s 59a` \ ��1. \� \V\V\\�AI,1II VI1I 1 1VI �I \ I I I I\\\II I II 1I I\I 1I I \ II I I \I II I IIIII III I I)` \ 1I1IIIII�II `� I I I II I \` ` ``�I\ICI I;1; I; I IIII IIIIIII I I / \ \\ \ \ I III II 11 1 I I DA-11 B- \\\\\ \\\�\` \�I1\ \\I1 llI�I II llII IjIlI `III IIIIIII I�IIIIIII III1 0.65 ac ///I`\`O4.7cs CURB INLET 1I�,III 11I1I1 IIII1II I `IIIII III II III1II1II1 III IIIIIIIIIIIII 1I1II�II1I IIIIIIIII IIIIII lII I Ii l IIIl IIIlIIIII`IIj II I I I II I IA I III IIIII III I / \ s"RCP EX. DRAINAGE 8'CURB INLECHANNEL IIIIIIII IIIIII I I I I I I I �► I I I III IIIII 11 1 IIII IIII I I IIII IIII I ��/i ///�\,� / �� �, s III I'll I' IIIIIIII II IIII III IIIII1111III III IIII II I I / / � \ � � °t � III IIIIII IIIIIII I I I I IIIIII I I IIII IIIIIII I I� I111 IIIIII I 11111 I II I 1111 I I I IIIII 2s�8cP I I I V I II I I I I I I I I I III I IIII IIII 1 I 1 1 1111 IIII IIII IIII IIII IIII /i i // DA-14 � \o 000 � /, �� I II 1\\ 1 IIII li I IIIII111 IIII III I1 I I I I I I I I II I1111 III IIIIIIII `I \ � � oa � � � \ I I I IIIIIIIIIIIIIII ooL DECK STORM I I I IIIIII I I I I I I I I I I IIIII I II 1.05 ac _ o A CONNECTIONS \ I I III 1 1 I I I11 I I I I I I III I I I I II IIIIIII II IIII III 11 I I I IIII I I IIII I I / N CURB INLET 7.6 cfs o �v o' ®� \� IIII IIIII IIII IIIII IIIIII 111 11 111 IIII IIII IIII IIIIIIIII I I I I \ / ' �' \ \ o \ I \ I I I I�11 I I I III I I 'I II III IIII IIII IIII IIII IIII I1 `J °EToCONNCIDA-2 \ \ \ T ®®®�@@@®®\ \t 11 FFE - 600.00 , ®W®® 0.62 aA 3 ® I I IIIII IIIIIIII IIIIIII I IIIIII IIIIIII I IIIIII I I I I I I I I II I II1 II IIIIII II I II II I \ I III IIII IIII IIIIIII IIII III I I III IIII 1 I I I \ ®® ®®®®®®®@ I III I IIIIIII IIII�I'TiIIIIIIIIIII III IIII IIII IIII IIII I I I IIIII I 4.5 cfs RF; I� I I� I II I I IIII 1 I III IIII III I A 10' CURB INLET 60125 W P KING DA-3 \ 1.25 ac ,' / / ®®®® DA-8 , I l % l///l/ l�llll l �lll l IIIII 1 /ll I IIIIIIIII 11 I I III 1 I 1 11 I 1111 I `IIII \ p 0.51 ac a p �y / � l Il l l IIII 111 III I/�1/I �I I I I III IIIII 11 I III 1 I I I I J v 9.0 cfs 1.08 ac ),I cis LI / I � l,I1 ,�I ! III IIII III I III 1 / \ m® ® . ®a -� /EX. SLOPED HEADWALL III III IIII IIII I I I I 1 I II II 78 cfs II A \ v \1011/ /c / / Q100 =15.8 CFS III I I III III I I IIII i' \ III/' l /III IIII I I I I I I I I I I I I III I/ I /� ` / I I III IIII III I I III I I \ u o 10' CURB INLET • •®®®® ���® // / // / /�/ I / / / / I I I I III I I I I I 1 1 \ \ \ \ S9 /I 1o'CU B NL TI/�I IV A \ / A-5 / � I I I I III IIII I I I � I I I III /y,/lI IIIIIII, I III II .•, . /\ �® / I I I I /I \ EA/� EDA-4 IdNa�N.12/1INITII I I O.P/.R.T..I I II I I I IIIII I IIIIII IIII II II IIII I II�II I I /I /I \ \ \ \ \ \ \ / 1.60 ;a%�-c 60-1=� \- - _DAs°6 -511.5 cfs DA =-606= / 0.92ac /0.69ac -- IIII1I I\IIII I II 1IIIIII\II I�IIIIII IIIIIII III I II1III I1IIII I IIIIII1IIII III1IIIII1IIIIII1III I =_ 5.0cfs 6.3cfs Ng1- - --------� �10DRAINAGE-EASEMENT 616 N.Q.2O6 IIIII II IIIIIIII O.PRTCT- NO°58'49"W 920.26'I I IIIIII IIII/IIII III/III /Ik/I / II x/II 1/1 11 \ VI \\ I \ \ \\\ �\ A - o�KC �oLI7KNOLLSIII IyST NO. 5271165$3 10 �/ / �I_I - _*_ __ -\ 1-1 \/ // //// Ij/ll//I/II II IIIII1I IIIIIIIII-IIIIIIII I I II I I \\ \ v\ \ \\- - %O/P.R.T.C.T- 1213 14II/I/ III/B�6CKC/_ A"� IIII -BLOGK-C\ \_- / VV'HITWOODCVE NOTES RERER TO DOWNSTREAM ASSESSMENT - LTF WESTLAKE DOWNSTREAM ASSESSMENT, DATED AUGUST 3RD, 2021, PREPARED BY KIMLEY-HORN AND ASSOCIATES FOR ADDITIONAL DETAILS. DRAINAGE KEY DRAINAGE AREA DESIGNATION 5 AREA (ACRES) 1.56 RUNOFF Q (CFS) 12.26 PROPOSED DRAINAGE AREA BOUNDARY Q=CIA Q = (100 YEAR PEAK DISCHARGE IN CFS) C = (RATIONAL METHOD RUNOFF COEFFICIENT) I = (RAINFALL INTENSITY, INCH/HOUR) A = (DRAINAGE AREA IN ACRES) GRAPHIC SCALE IN FEET 0 30 60 120 BENCH MARK LIST BM 58 "❑X " SET ON THE BACK OF CURB APPROXIMATELY 13' ± EAST OF A FIRE HYDRANT LOCATED ON THE WEST CURB LINE OF SAM SCHOOL ROAD AND 360' ± SOUTH OF SOLANA BOULEVARD. BM 59 "❑X " SET ON THE SOUTHEAST CORNER OF A CURB INLET, LOCATED ON THE SOUTH SIDE OF SOLANA BOULEVARD AND 375' ± WEST OF SAM SCHOOL ROAD. • Know what's below. Call before you dig. n n n n n n i CAUTION!! MANY EXISTING UNDERGROUND UTILITIES EXIST IN THE AREA. THE UTILITIES SHOWN ON THIS PLAN ARE FROM SURVEY AND AVAILABLE PLANS ONLY -THE INFORMATION IS VERY UNLIKELY TO BE COMPLETE OR PRECISE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO UTILITIES DUE TO DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. 6 z U � O W z 3: o w O Co Cj w rn U CO N W X U) O X Cl)Q ~ X O W Q W z o � J J Z < < O �O p CD_ ei = 0 o o W I— J }_j_j_ O Lu N W _j I—Y Y WO D W z Z 0 ILD N L0 O pQCEL0Rn ]0HLanY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES. Kimley*Horn Engineer NEDA M. HOSSEINY P.E. No. 126707 Date 05/23/2022 z = 0- _ U rn CV O z z )0') wo co °� Q, Q m m Q 0 CN o m p W c0 O Y LO O z z Y (-) LLI � o U U) Z W Q o Q � ^J I..L J Lu O = V vJ Q � Z U) N O CY) N Q W Y Q J H C0 W SHEET NUMBER C-1 02 0 U) c C) 0-) 0 m 0 (_0 Q0 0 0 mp raj 0 LU O 0 VICINITY MAP NOT TO SCALE E 0 aoANoke ooze SITE E U) z 0 > Uj LEGEND 0 0 (0 PROPERTY LINE z co W W PROPOSED WATER LINE W W EXISTING WATER LINE ss ss- PROPOSED SANITARY SEWER LINE 1�1 0\ Z Z ss-ss- EXISTING SANITARY SEWER LINE 400__< \0'JG� \ 04, LU STA: 3+49.52, TT A (PKLB) PROPOSED STORM SEWER 3: N -LU' � 2 M' ", / \ c STA: 1+00.00, ST-B (PKLB) EXISTING STORM SEWER I-- LU CD 0 . ) (�' .0 CONSTRUCT: < -'t m LL Fj IL X Z U STORM MANHOLE U LL r- r.- SRECTANGULAR RIM: 596.46 FL 36" RCP (NW): 587.47 x / 2 / \ Z < OU FL 27" RCP (SW): 588.22 LU < LL FL 36" RCP (SE): 587.47 z _j c) W .2 < < 0 NOTES u r 0 ci 6 \ \ �� \ / / \ \ < r- 0 LLJ c� 1. REFER TO THE TOWN OF WESTLAKE STANDARD CONSTRUCTION DETAILS W n t FOR STORM SEWER STRUCTURES AND EMBEDMENT. 2 LL] coU STA: 4+20.42 ST-A (PKLB)= z 2. USE 4'JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS LESS 2 0 co z 3: STA: 1+00.35 ST-C (PKLB) <51 z THAN 100'. z PUBLIC PARKLAND DEDICATION LO 0 3: INSTALL: 3. REFER TO MEP PLANS FOR STORM LINES WITHIN 5'AND UNDERNEATH .9 36" X 36" 45' WYE z z OPEN SPACE BUILDING. NCL FL 36" RCP (NW): 587.89 55 Z LOT 17X 4. ALL STORM SEWER PIPES 18" AND ABOVE SHALL BE CLASS III RCP. ALL E @ �2 E FL 36" RCP (W): 587.89 STA: 2+12.14 ST-B (PKLB)-- STORM SEWER PIPES SMALLER THAN 18" SHALL BE PVC OR HDPE, IF ■ FL 36" RCP (SE): 587.89 STA: 1 +00.00 LAT B-1 (PKLB) APPROVED BY CITY OF PLANO. INSTALL: z S4100 21" ' 0 X WYE z 1845 FL 27" RCP (SW): 589.37 -77 FL 18" RCP (W): 589.74 / rl O �I STA: 1+05 ST-C (PKLB)' FL 27" RCP (NE): 589.37 PIPE SIZE CHANGE 0 FL18" (W): 587.92 -_j 14 ST-B (PKLB)_ LP H LE L U R�] UH Z�� n%7 FL 36" (E): 587.92 INSTALL: FOR REVIEW ONLY NOT FOR PIPE SIZE CHANGE CONSTRUCTION OR PERMIT FL 18" RCP: 590.17 PURPOSES. 0 o STA: 1+39.76 LAT B-1 (PKLB)Kimlepol-lorn 2 CONSTRUCT: Engineer NEDA M. HOSSEINY 5'CURB INLET INSTALL: STA: 3+91.29 ST-B (PKLB) 0 126-707 P.E. NO. aFL18" RCP (E): 593.02� 3+00 0 60' BEND FL 18" RCP: 591.95 I Date 05/23/2022 c-rA O+r)r r)() LAT o o (PKLB) z m D W I- c/) __� - \ ) - �: 2 C) 2 q) 0 �ST_A. 2+92.36 ST-B (P INSTALL: z 0 z • INSTALL: INSTA 0') c\I 0 PIPE SIZE CHANGE LLJ C) N 45 BEND 00 - __') 0-) W0 U) FL 18" RCP: 590.94, 0 END 18" RCP c:) N BEGIN 15" RCP >- >_ cj) 0� C.0 ED FL 15" RCP: 592.67 0- N co >_ STA: 4+32.58 ST-B (PKLB)= 0 C14 EXISTING DRAINAGE `4_ W co LU STA: 2+96.81 ST-C (PKLB)= WSTA: 0+00.00 LAT B-2 (PKLB) (0 m W z z INSTALL: CHANNEL C) c) -, CD 3: STA: 1 +00.00 LAT C-1 (PKLB) < cf) < 0 m INSTALL: \N 15"X1 5" 45' WYE W 18" X 18" 45' WYE 19 FL 18" RCP (SW): 592.37 1100 LAT B-2 U) 1 0 1 02- FL 18" RCP (W): $ 88.92 FL 18" RCP (W): 592.47 STA: 1+05 LAT C-1 (PKLB) FL 18" RCP (E): 592.37 FL 18" RCP (NW): 588.92 A: 0+13.35 LAT B-2 (PKLB) PIPE SIZE CHANGE FL 18" RCP (E): 588.92 INSTALL: END 18" RCP 45' BEND LU BEGIN 15" RCP 4 0 FL 15" RCP: 592.76 FL 15" (NW): 588.94 0 13 0 STA: 4+37.58 ST-B (PKLB) LL FL 18" (SE): 588.94 COD a INSTALL: STA: 3+01.81 ST-C SIZE CHANGE STA: 0+ 17.70 LAT B-2 (PKLB) PIPE 19 cr�p INSTALL: CD PIPE SIZE CHANGE END 18" RCP END STORM DRAIN STUB LAT C-1 END 18" RCP BEGIN 15" RCP 0 + BEGIN 15" RCP FL 15" RCP: 592.79 AT EDGE OF POOL DECK z FL 15" (W): 589.06 REFERENCE MEP PLANS FOR STA: 1+13.59 LAT C-1 (PKLB) INSTALLFL 18" (E): 588.93 CONTINUATION INSTALL: STA: 4+44.58 ST-B (PKLB)' FL 15" RCP: 589.09 0 INSTALL- STA: 3+09.89 ST-C (PKLB) END STORM DRAIN STUB GRAPHIC SCALE IN FEET INSTALL: 0 15 30 60 STA: 1+17.05 LAT C-1 (PKLB) END STORM DRAIN STUB AT EDGE OF POOL DECK INSTALL: REFERENCE MEP PLANS ,2 AT EDGE OF POOL DECK FOR CONTINUATION END STORM DRAIN STUB di & \1 REFERENCE MEP PLANS AT EDGE OF POOL DECK FOR CONTINUATION 0 REFERENCE MEP PLANS FOR _0 Q) CONTINUATION, T) BENCH MARK LIST FFE 600.00 BM 58 "Z" SET ON THE BACK OF CURB APPROXIMATELY 13'± EAST OF A FIRE < HYDRANT LOCATED ON THE WEST CURB LINE OF SAM SCHOOL ROAD AND 360'± SOUTH OF LU SOLANA BOULEVARD. 10 ro BM 59 "Z" SET ON THE SOUTHEAST CORNER q) E OF A CURB INLET, LOCATED ON THE SOUTH cn SIDE OF SOLANA BOULEVARD AND 375'± WEST z x OF SAM SCHOOL ROAD. LU ° Q H .c 0 T 0. < q) _c 0 -0 Know what0� 'sbelow. q) •W 0 Call before you dig. 0 01 _0 cw 2 C) CAUTION!! U) U) 0 C) 014 C MANY EXISTING UNDERGROUND UTILITIES EXIST IN c:) THE AREA. THE UTILITIES SHOWN ON THIS PLAN ARE 0') FROM SURVEY AND AVAILABLE PLANS ONLY -THE CV INFORMATION IS VERY UNLIKELY TO BE COMPLETE OR PRECISE. THE CONTRACTOR IS RESPONSIBLE FOR O LU q) DETERMINING THE HORIZONTAL AND VERTICAL 4; Q) LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN _j PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE c/) RESPONSIBLE FOR ANY REPAIRS TO UTILITIES DUE TO U) LLJ DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES SHEET NUMBER ON THE PLANS. C-402 3 a Ui W J L� O m w w cn m 0 cn Ln O I U / c O a Q) U .Q Q) U) c C) a 6 U N 6 U) Q) 3 I O7 O O O Q0 O U O a E Q O O O N N 0 N N 6 cn w O a_ w w cn m O LO O I O O T O J 0 N U) Q) Q) 6 L U Q) L a Q) a_ m a m 0 O W cNn Q Q p a c 0 L O E Y O T 620 620 cn o z p 615 615LU 0 N 610 610 U Cso 0 605 605 0 6 N z Q 6 600 600 O no, T 595 595 Y Z >W M N w 590 590 o � Q U N N W a U in N X O W r2 r-I— o-s QQ � o a 585 585 0 W ^ w Q U O Z Q O Q' J J O .0 z < < � O 0 w 580 580 Q o a J }O W N 2 a J � ~ � Y Y0U)z 3 575 575 a � _ N L d CO ■ .■■. � 570 570 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 E U 0 ST—A (PKLB) a pQ C �OG�]0G�]LaG3� O FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES. Kimley*Horn a O a Engineer E P.E. No. 126707 a o Date 05/23/2022 0 N z 2 d 2 Q) v M N O Z � Z a LLJ O N 2 ui p O Q o Q m m a d N � m p Q (0 LO Z Z Y LU 0 Y O O 3 U w _ U 3 620 620 620 620 620 620 620 620 620 620 LU ca LL U 0 615 615 615 615 615 615 615 615 615 615 N LL O 0 Q 610 610 610 610 610 610 610 610 610 610 w U a 605 605 605 605 605 605 605 605 605 605 GRAPHIC SCALE IN FEET (011(0 10 20 40 80 0 0 600 600 600 600 600 600 600 600 600 600 HORIZONTAL a N a c 595 595 595 595 595 595 595 595 595 595 U 0 2 4 8 r 590 590 590 590 590 590 590 590 590 590 c VERTICAL F i 585 585 585 585 585 585 585 585 585 585 V) Q c X LU 580 580 580 580 580 580 580 580 580 580 c W 0 575 575 575 575 575 575 575 575 575 575 U I Ix a co Uj �_ O 570 570 570 570 5704# 570 570Fn 570 570 570 N 0+50 1+00 1+80 0+50 1+00 1+50 0+50 1+00 1+50 0+50 1+00 1+50 0+50 1+00 1+50 '^ a vJ a LAT A-1 (PKLB) LAT A-2 (PKLB) LAT A-3 (PKLB) LAT A-4 (PKLB) LAT A-5 (PKLB) Q N VJ c N 0 0 ♦) Q (�J J 0 o U) W C E 0 SHEET NUMBER O a C-405 ML�iiiiiiiiiii�Fiiiiiiiiiiii iiiii iiiiiiiiiiiiii��■iii�(tii iiiiiii�iLMil■iiiiiiiiiiifr�iili■ii�iliiiiiiiiiii■■[�■iiii M�Aiiiiiiiiii��iiiiiiiiiii iiiii iiiiiiiiiiiiiir��iiiii�■ iiiiiii�C'i•iiAl■iiiiiiiiiill�iii■ii�liiiiiiiiiii3■G�■iiii al�Miiiiiiiiii�l■JIJL�iiiiiiiii .•••1'■iiiillli�iiiiiiiiiiiiii�ll■�R■iiiaMC�iiiiiiii�ll.�l�liiiiiiiiiil■lll�ill■ii■�lliiiiiiiiiii■■l■■iiii ■7iFlliiiiiiiiii�E]F�[���iiiiiiiii [�liiii!]�iiiiiiiiiiiiii��liiii��i]�F#�iiiiiiii■�]�=.�IE�7�iiiiiiiiiieltlai 'r]■ii.�i]liiiiiiiiiiiifd■IfdA■iii - 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ii■ii■Iiiii�Z�IL�iiii■■�1■iiii i�iiii � � �iiiiiRRl'•■iii���i■■■■■IF.F�ii��[�©�■iiiia'I � � �• iiiiiiiF::�F::� .-W'i � � �iMRRF-�ii � � 1$ilai��F■iF�Riiiii � I�i�iii�ii■ii■liiiii � E�iiii■■A■iiii i • • iii©��iiiiiCs�Cs�tiiiii��iiiii�"is I�iiCl�l�©iir �iiiiii'�3i■iiiiiiCti�iCs��miCs��i4iii�®iiis�ki�il��Siiiiii��iiiii�G�iii■ii�liiiiil�iiiii8■Cs�■iiii i - 'iiiE� � � �iiiii�[�L�iii� � � . •i�liiii�l _ _ iE� � � � �i��,-� _ _iiiiiE� � � �Y�iiiiiiL�[,�,,L� � �t�iL�[�L�iE�� � � • ii��Ez3iL�[�iiiiE�� � � . �■iii�a[_3ii�l■iiClliiiiE� � � � �iiii�i■L�■iiii iE�iiiiiiiiiiiG�7�ifii■iiiiiiiiii ■■■■ iiiiiiiiiiiiiL�aw �iG1G7iiiiii i�G�il7afiilii ■����iEd■iiEdliiiiiiiiiiiEd■Ed■iiii ii ■iiiiliiiiiiiiiiiiil■6i■iiii iiiiiiiiiiiiiEdEdC,iiiiiiiiii�®■i■■��iiiiiiiiiiiiiEd6' EdEdC,iiiiii��EfiE�Edii� J J a Z Q H m H — fn J V � �' W O O � QO N LL � O O � H Q J Z O to (n w U W— +i U H M lf) J HG 24" RCP @ 26.86% = c c p=1 7.98 � n cfs 100 3.1 'n � fps v=0.15 ft � 'n Sf= .001 ft/ M N LL LL a � J _O o O C� ~ N O ° p � N Z X c� cn U U H rn rn 2 2 EXISTING GR DE 18" @ 66.45% RCP s c s ,� � � ps � � � �'��fta a a jT— � M J LL M � J J LL LL a a Y v M (n J .n O � W • p Z � O e N m � ui J 2 J FINISH GR DE 18" @ 13.11% RCP _ c ca = c s � � ,�, N V10 =2. 8fp ��� N Hv= .07 � '� Sf= .001 ft/ft a a a a n=0. 13 � CO J LL CO � J LL LL � LL pp d Y a Q H H o o v w Z o m r � w In cA (n in H J 2 EXISTING G AD 18" @ RCP 17.33% HGL . cs cap= c s ps � V100= .53 � � M H =0. Eft � � S=0.0120 ft a s o_ a n 0.013 � M J J LL LL M J LL LL m J Y a d F- fn J o w (O O e CO � � Q Q U � � FINISH G D IN G 18" _@ 10.66% RCP _ c ca = c s NNN V10 =2. 1fp co Hv=.12 ��� � Sf= .002 ft/ft a a a a n=0 013 � °0 J LL o! °0 a0 J J LL LL � _ J LL 3 -0 w J L� O m m w w cn m 0 cn Ln O i 0 / c 0 a Q) U .Q 0 U) c C) a 6 U N 6 U) 0 3 O7 O O Q0 Q0 O U U a / E Q r` O O N N 0 N N 6 cn w O m m w w cn O O U 0 T 0 J 0 N cn Q) Q) 6 L U Q) L a Q) a_ m a m 0 U O W cNn Q Q p a c 0 L O _ T S_ Y O T o z p O W 615 615 615 615 O Y V J 610 610 610 LLI 610 U) O v O ° CO W ZCC v 00 0 605 605 605 N 605 ° Z Q aQ: Qom.. U U U) in H a OEXISTING 0 600 600 600 600 Y 595 595 595 595 z w T EXISTING GRADEO o 0 U) .0 o o HG � CM � M ° a 590 590 590 18" RCP @ a.24% 590 Q U � LL = U o `V X I— p LL I- U) 0 x 0) ommmmmm O 585 585 585 585 0 W Q ;— Z Q o of O V � r O U>%ow °a Lo 580 580 W 4 Q c,:, r J (v 0 580 580 Y -i W LLI Y O +cq - M fM f— O Z Z O2 N � 3 575 575 575 LO LO L0 � 575 N v a E= - aaa aF @� 0 aaa a ■�� 3 570 570 570 N N 570 LL LL LL ,i 0+50 1+00 2+00 3+00 4+00 5+00 0+50 1+00 1+80 ° a ST-B (PKLB) LAT B-1 (PKLB) pQ C� �OG�]0G�]LaG3� O FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES. Kimley*Horn a O a Engineer E P.E. No. 126707 a o Date 05/23/2022 0 2 a 2 N z c v M N O Z Z a W O N ui 2 p O d Q Q m m a N Lu m p Q (0 Y O LO O Lu Z Z Y 0 3 U w _ U O Lu 615 615 615 615LL a Ll Lu 0 N 610 610 610 610 LL Q Q 605oc 605 605 605 a if GRAPHIC SCALE IN FEET 600 600 600 6007777-777 0 20 40 80 0 o a HORIZONTAL a 595 595 595 595 c O c m 590 590 590 590 U 0 2 4 8 uu N ° Q 585 585 585 585 VERTICAL E i V) 580 580 580 580 X Lu 0 575Hv=nft 575 575 575 LL a LLI o a O 0 570 570 570 570 J O d co 0+50 1+00 2+00 3+00 3+50 0+50 1+00 2+00 3+00 ' ' I W J p ST-C (PKLB) ST-D (PKLB) (n N a a 0 0 Q N �Q/'� N VJ ri c 1' N 0 0 '^ Q v J J o U) W C S_ SHEET NUMBER O a -406 !!!!ll�i7li•-l!!!!!!!llilk!!!!!llr��!!!!!!l1�71i!ll�E1!■�i] _ � ... !! !!!!!�7 C>��!!!!!!!!iil C>■i7!!!!!ii� Imo!!!!!!!!©I �!lii17 G-1li7 �-.lh�!!! !!!!!�i �it;•7!!!!!!!!!1 �!i!!!!!!II bi!!!!!!!l�il bi!!� �i�1A C]+GI�F!!! !!!!!■�I� ' ' 7!!!!'<'Its!!!!!!!�e�t'S!!!!!!!ll�Itr!!lh1�!!�]f�L�!•!! �'iiif�iliiil� �fii��!�!!fi'i'L'f:=11CY !!!!!!!�//.%/%% fGT1:TC:'�i� ■!!!!!! ���l��i!L'1 m m Y Y Y J _ W Q U C9 W vm O = � v LL Z � ` N M . 0 � � O a Q XIS IN G DE FINISH RA E � Q LL O 18" RCP @ 0.53% � � ti O co n cD J J J Q 00= .01 fs 00 0o rn rn Q a= .45 fs rn rn 00= °o � . a a as 00 f 0.0 73 ft a a e e e (O BJ M c c e M M LL LL LL LL LL LL Y u, cn O v, N O Z I� W Z N O f� m O N Q Q Q U fn (n - In INIS G In in ADE E ISTI G RA 24" RCP @ 1.11 % J C7 100 4.50 cfs a a a N M J LL M N J J LL LL n N J LL 3 z Q J J J Q W 0 0 0 LO I O / a NL U .Q O V) E C U a V) / C O a U Q / a Q a U / a U) T 3 0 0 0 Q0 0 0 U a ►4 E a L o6 0 N N 0 N rl 0 >, O z Q J 0 O T O J O Y N U) Q) O T a N L a U T m a 0 C a_ U O U) U) Q C a L O I T 0 E O / T / a o / 3 � a m U O c ui 2 \ U O / 0 a 0 i 0 _ I T Y C O \ a O C, C, 0 C 0 N O /a a L E U O C 0 0 U C a .0 Q O a a \ a 0 01 10' X 10' WATER / -6 • EASEMENT — - Q • �/ 1 1 0 • � FH I I SSWR MH • JN 1IzI 6" FIRE _ o LEAD _ 1 14+00 `N w _ C �\ �— W O _ _ — — 5+00 _ 0 W — U W w _ — U _ 4 0 ❑ v 0 as 8" SANITARY SEWER J a) SERVICE CONNECTION U V) 0 c N F i C a 0 0 C a m N a a a N C 0 U 01 O E U O / / / 44 / O ++ / Cp 0 iA\ c� PROPOSED GREASE TRAP % \\ EXISTING 30' A ss � DRAINAGE EASEMENT coo \ EXISTING 10' WATER ss \ EASEMENT '10 o \ cp, S� GG ms CONNECTION 4.0' SANITARY TO EXISTING SEWER MANHOLE "x°° 8" WATER PROP. 20' UTILITY / EASEMENT �6' 5 z"" X�vzl 777 I Z�v0 \� sy � I � 3; II / / O/ 1 I 1 1 I I 1 I � I'll"IPROPOSED 10' I / �X°° / WATER EASEMENT / / O / / O/ O I I � rn o o 00 I LEGEND PROPERTY LINE — — — — — — — PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE w PROPOSED GAS LINE GAS UGE PROPOSED ELECTRIC LINE PROPOSED COMMUNICATIONS UCT LINE UGE - EXISTING ELECTRIC LINE CBL EXISTING CABLE LINE GAS — EXISTING GAS LINE W — EXISTING WATER LINE SS - EXISTING SANITARY SEWER LINE 0 PROPOSED SANITARY SEWER MANHOLE (MH) �} PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) e PROPOSED WATER METER (WM) EXISTING POWER POLE EXISTING SAN. SWR. MANHOLE Vessel Volume (gal) Backwash Discharge (GPM) Drain -Down Discharge (GPM) Backwash Time (minutes) Backwash Discharge Volume (gal) Drain Down Discharge Volume (gal) Indoor Lap Pool 109,000 476 476 7 3,332 109,000 Indoor Lesson Pool 86,000 356 356 7 2,492 86,000 Indoor Warm Spa #1 1,550 135 135 - - 1,550 Indoor Warm Spa #2 1,550 135 135 - - 1,550 Indoor Cold Spa #1 750 74 74 - - 750 Indoor Cold Spa #2 750 74 74 - - 750 Outdoor Lap Pool 117,00 476 476 7 3,332 117,000 Oudoot Leisure Pool 156,000 519 519 7 3,633 156,000 Outdoot Spa 1 4,400 1 257 1 257 1 - - 4,400 * The pool backwash is to discharge into the sanitary sewer system UTILITY NOTES 1. SEE MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING. 2. WATER AND SEWER LINES SHALL STUB 5 FEET FROM BUILDING FOR SERVICE CONNECTIONS UNLESS OTHERWISE NOTED. 3. A FIVE FOOT CLEARANCE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS. 4. REFER TO DETAILS FOR WATER METER, METER BOX, FIRE HYDRANTS, VALVES, VALVE BOXES AND SERVICE INSTALLATION. 5. REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 6. REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 7. WATER AND SANITARY SEWER PIPE SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, ASBESTOS -CEMENT PRESSURE PIPE, PRETREATED CONCRETE PIPE, OR PVC PIPE. 8. PVC SLEEVES SHALL CONSIST OF 2 - 4" SCHEDULE 40 PVC CONDUITS, BURIED 2' MIN. BELOW FINISHED GRADE. SLEEVES SHALL EXTEND A MINIMUM OF 2' BEYOND PAVING. 9. THE OPERATING NUT OF ALL GATE VALVES SHALL BE 1 FOOT BELOW FINISH GRADE (MINIMUM). f— O z GRAPHIC SCALE IN FEET 0 10 20 40 BENCH MARK LIST BM 58 "❑X " SET ON THE BACK OF CURB APPROXIMATELY 13' ± EAST OF A FIRE HYDRANT LOCATED ON THE WEST CURB LINE OF SAM SCHOOL ROAD AND 360' ± SOUTH OF SOLANA BOULEVARD. BM 59 "OX " SET ON THE SOUTHEAST CORNER OF A CURB INLET, LOCATED ON THE SOUTH SIDE OF SOLANA BOULEVARD AND 375' ± WEST OF SAM SCHOOL ROAD. Know what'sbelow. Call before you dig. CAUTION!! MANY EXISTING UNDERGROUND UTILITIES EXIST IN THE AREA. THE UTILITIES SHOWN ON THIS PLAN ARE FROM SURVEY AND AVAILABLE PLANS ONLY -THE INFORMATION IS VERY UNLIKELY TO BE COMPLETE OR PRECISE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO UTILITIES DUE TO DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. z O C0 W o1 z C U � O uJ 0 w C? N Q U N L.L U LC N X O � � r H O X O 0 Q ~ X O z LL Q Z J J o R O � ( 0 �O d o o } O O WLL N J rn Y w Y 0 U) Z z O o � _ � IL O� pQ CE F=HN nHzH R%7 FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES. Kimley*Horn Engineer NEDA M. HOSSEINY P.E. No. 126707 Date 05/03/2022 z = M _ U M N O z O z )rn wo = c/) Q co Q m m a 0 O o m o Q cD Y ¢ z z Q W w �) U) o o 0 Q X Lu H Z Q J J O 2 VJ Q J N O 06 W i Q I-_ U) w SHEET NUMBER C-1 03 U C �i a U Q / 0 / c 0 / E Y /O a / \ o/ \ 3 U \ U) U C Ui 0 U o \ U) Q \ c 0 c `o T Y LOT 1 R2, BLOCK 2 \ WESTLAKE/SOUTH LAKE PARK ADDITION NO.1 INST. NO. D200259153 Q O.P.R.T.C.T. a a c o i c o / o N � 0 0 0 0 3 i 0 / / 0 3 / E / .• . U / O \ 1 0-� a a _� •• .� •• j� / / A l/ / / � e 0Lr — ��/ • j/ /�/ // / / / + + + a \ -NLN A• • // + + - + 9 N L I / J O E' \ I / + O 6 a I � ,•I _ � N 0 Q � _ (j) E o / °o AL0 / - - --- ----- -- -------- -- \Vf \V / //II II/PAgE� IJLliY 0/ \\ /-•. I� + + 6 + / LOT 4, BLOCK 2 NESTLAKE/SOUTHLAKE PARK ADDITION NO.1 INST. NO. D216001903 O.P.R.T.C.T. • / \ \ \` `1111111111 IIIIIIIII Ilr / �.)W' Q', v \ \\� 111 1111�1111 II I III/ �/ + + `v v��vv v v� \ \ \ \7\\ 7 R=1234.00 L=652.53' CB=S31°43'26"E C=644.95' \\ \ \\ \\ \ S� \ \ V \\ 10,00 / •,• / `�•J/` 55 \v\ V A\ V A \ / + U. LP 1.01 \\ - ► 11\1\�\11�11 + w \ \ a r•. �1tA� M11 ��. �� _ � � - �� O��•� �•❖� �:•i �'i•:� ��nre ,�°a�� � -, °°✓a°°oa°°°°o°ea, e� WIS • 4ON fp� .. � � � � ..•e .•.�, _� - ate..-. °:.°��°°..o ��. ����������...... _ __,. � .. -. ' ;;�,�ri� HUENEME s••• ' — ..��� .+►.�I�1�I ON, -mow �,t�_! —= I _ -: ; ...... ...h �;�► Owe 1 ��� `o , ��... ,, !1 �'- !7,`.• ��,►o o ,1. - - — ® a� �p .. �°°- Q'J of _ o °. n� •�► ��� wee �o O�je ; 0 _ ' � �_—_ ... IIII �• ! - � - �, !! - • �"'�� e#.1i �, >��!�I _ , � - n � - - • , 1 °°°°pg.°°see° INS �jtR � _� I �.- ,`!!-. °-sae°e-°.�°g°O ��e ♦..v'e ,®--,�,' II I� ���— ' / �� _ __�_—� II _L_ �;; � •°°°°•oo eeeee MM �1 i i� � �� ..ems. �j ,. � �/ �/ � ���/� 1' j /� � � ® � r �; _ ►_ ' *- � r GRAPHIC SCALE IN FEET 0 20 40 80 Know what's below. Call before you dig. L CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS r PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. W Q U) Z O C0 W 0 z M 0 to x U H O Z L �O � W L L QLL- 0 0 p 0 � U i M U) CV WZ L U)LLiM0� (V }( Q rn W L Z } W 2_ p Y ( ICUp_ �F waa, c � �i Y W W ■ NO L ► o(.0 pQIELHHU JQH FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn P.L.A. KENZIE L. PORTER L.A. No. 3128 Date 5/3/2022 Z pp m W m 0 W � Jcn Z �3: Z 3U Y U � Q (q U) U) oQ Q ) oU W J UY DATE 05/03/2022 PROJECT NO. 64460909 SHEET NUMBER LC 1.00 U C N N a_ U O m m Q C a C i O 2 I T 0 E Y O T 1J .a O 3 a 0 U) U C Ui U O U) U) 0 C `O 2 T E Y T C 0 0 Q 0 a 0 C 0 0 N O 0 3 0 3 Q) U O C O N U C a L L a 0 a E C 0 O U) zi � a - a 0 = a J / U1 N 3 U O Q 3 N 0 U i C \ -0 C � 0 a / 0 Q a C) U a O U .0 C U O N J o_ / m U O -C U) Uo T C O J s 9 ai � U L > N J \w O / N Y � N 0 C 0 �N = 0 CF E` Q= N � a m 0 V .0' � m V -00 � o C a � a U C N O O U � N T Q � O 3 J L m _ 0 Q rn 0 O .� J 0 a E b 0 U O N � +� U O t 1 I ~ 1 I I \ \ \ \ \ \ \ \ \ I I V \\\ 1 1 1 1 1 1 I \ I \ I IIIIIIIIIII I I I I I I I I I I I I (I I I I 1 1 I I I I I I 1 11 1 \ I I I I\ I I I I .. ............. I I I\ I I OOO��OrM \I i I I I I I I I\ IIII I I I I I\ 1 1 I I I II I I I I\\\ I I I II I � \II\\III11� \\ I\ I I I I I I I I I I I I I I I \ \ I I I I III I I \ I IIII i \ + \I I\ 11 I IIII CD \ I \ I I I I I I I I I I I I I I I I I \ I II I I I I I I I \ II II II II \ I II I I I II II v I II I I II II � II II I I I II II _ II II I I I II II W Q U) z 0 W HARDSCAPE 0 Z STANDARD CONCRETE (VEHICULAR) H-1 COLOR: STANDARD GRAY CONCRETE `o 0 INSTALL: REF. CIVIL PLANS U H ENHANCED VEHICULAR PAVING O Z O H-2 vi U wD TYPE: PAVER TO MATCH BRAND AND COLOR OF SOLANA DEVELOPMENT f 2 APPROVAL: MOCKUP, EXPANSION JOINT SEALANT SAMPLE U wo w 0 O N M zw ENHANCED PEDESTRIAN PAVING ^ Q H M O H-3 = C � N TYPE: PAVER TO MATCH BRAND AND COLOR OF SOLANA DEVELOPMENT a J APPROVAL: MOCKUP, EXPANSION JOINT SEALANT SAMPLE z } ui 2 Y 5X5 TREE GRATE o Q a H-4 w a 3: TYPE: TBD �_ w APPROVAL: MOCKUP, EXPANSION JOINT SEALANT SAMPLEol Y rn Q @ q, r.0 r.0 ■- o� GRAPHIC SCALE IN FEET 0 10 20 40 Know what's below. Call before you dig. 1 CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS r PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. pR1ELHHPacaH'YAN FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn P.L.A. KENZIE L. PORTER L.A. No. 3128 Date 5/3/2022 Z pp 00 0 m 0 W �W Z Z Y QU) U Q U)> O Q 0 U W J V Y z Q J 0. DATE 05/03/2022 PROJECT NO. 64460909 SHEET NUMBER LH 1.01 U C U) N _O U W O rn Q Q 0 L O E 1 O _T C0 z o p 7 w 3 0 U C to N C) O U O z to to Q C) O M U O t17 tp UCP H LL z O N Uj U E W W T LL O U Z U CD to U 0 OU) N Lof W Q LLJ M U Z a ^ p�N}(7 6 Q .. J W o OfCrZ Y W O z Q W O Q > W 0 w Q O a > D ('D W t EY U) rn Q O Q X 6 O @ O N � Cfl 3 O 3 P R 1E IL X [A Zc' a E FOR REVIEW ONLY Not for construction or permit purposes. U Kimley*Horn P.L.A. KENZIE L. PORTER 3128 5/3/2022 O L.A. No. Date O U Z O N Q O } Q z m m E 0 W m o W O Z z Y _JC/) CDC 3U U� o Q cq �> Q ) w J w � 2 Q Q U 0 0co U Y O� Q) 3 ry O -6 Uj z Q 1" CORE -DRILLED HOLE 48" coO.C.E.W. (TYP.) FILTER FABRIC 1/8" JOINT TYP., FILL WITH H-3 PEDESTRIAN GRAY POLYMERIC SAND PAVERS ' ` 4 o 1. -0 3 2 MORTAR SET EDGE PAVER(S) @ BEDDING SAND .0 — TRANSITION W/LANDSCAPE OR RIVER .0 ROCK, MIN. 12" WIDTH q ° a aAR AT JE.W. QTE SLAB, CKNESS 4" c o COMPACTED SUBGRADE, 3: , III III REF. GEOTECH REPORT L, O J iii N O C o NOTE: CONTRACTOR TO REMOVE ALL EXCESS V, POLYMERIC SAND PRIOR TO WETTING THE AREA CONCRETE PEDESTRIAN PAVER u) _j Scale: 1 1/2" = 1'-0" J o Y E 1/8" JOINT (TYP.) FILL JOINT WITH SAND W o Q H-2 VEHICULAR P PAVER ^W C I..L Q � o BEDDING SAND o = - o a FILTER FABRIC r , to C�J a N Z: N > rn 0 a VEHICULAR CONCRETE O U N o LU 0 Q 00 o _ _ _ REF. CIVIL DRAWINGS Q IIIIIIIII—III— III —III COMPACTED SUBGRADE, III —III III III III — — REF. GEOTECH REPORT o ,III-III-IIIIIIIII-III-III= o 1" CORE -DRILLED HOLE 48" O.C.E.W. (TYP.) T DATE 05/03/2022 Q) Q PROJECT NO. E ° 64460909 U SHEET NUMBER CONCRETE VEHICULAR PAVER U -O OA LH 3.01 O _0 O �' Scale: 1-1/2" = 1'0" U L U1 N O_ U O m Q a L 0 c L O (U E Y O 0 0 3 0 U) U c �i 0 a U 0 cn Q a 0 0 c 0 T 0 E Y T c 0 a a 0 a 0 a c a c 0 a N O 0 a c L 3 U O a c 0 U 0 O a 0 L Q E a 0 0 0 C),Q) a a � o a — 0 i a J U � O N 3 -C - L U O Q N O i n u / a � 0 � o � 0 U � o a Q U O- O U C U 0cn N J a U 0 C� 0 + U oU E 0 J I � T a � 0 s � c 9 9 � U J m 0 JI <� E �L N +� s IL N _ o L C a cn L � a m � m V a � a � a 0 o Q � 0 U C O O U � U Q � o •3 J v 0 m � Q a� E O 0 � +f J � E U O a O 1 I ~ PLANT SCHEDULE GENERAL SITE CANOPY TREES CODE COMMON NAME + BD River Birch 'Duraheat' + PL Loblolly Pine + PI-3 Loblolly Pine + QV Southern Live Oak + TD Bald Cypress GENERAL SITE ORNAMENTAL TREE CODE COMMON NAME + CO2 Oklahoma Redbud + IM2 Yaupon Holly + MIL Little Gem Dwarf Southern Magnolia PARKING LOT TREE CODE COMMON NAME 0 STREET CANOPY TREES 0 0 0 STREET ORNAMENTAL TREE v 0 SHRUBS 0 0 0 0 0 0 O e o .a GROUND COVERS IIIII i MISC. QH Chinkapin Oak QH2 Chinkapin Oak TD02 Bald Cypress UC Cedar Elm UC6 Cedar Elm UP2 Lacebark Elm CODE COMMON NAME PI-4 Loblolly Pine PI-2 Loblolly Pine TD4 Bald Cypress TD2 Bald Cypress UC2 Cedar Elm CODE COMMON NAME CO3 Oklahoma Redbud IM3 Yaupon Holly CODE COMMON NAME ADC Compact Abelia ASP Cast Iron Plant HES Red Yucca LIEU Compact Texas Sage LPF Purple Diamond Fringe Flower PE2 Cherry Laurel RHA Indian Hawthorn CODE COMMON NAME MUH Pink Muhly NAS Mexican Feather Grass SCU Pink Skullcap CODE COMMON NAME ANN Seasonal Color LIR Liriope MWM Midway Mix CODE BOTANICAL / COMMON NAME SOD Common Bermuda SE Steel Edge MULCH Shredded Hardwood Mulch NOTE: REF. SHEET LP 3.03 FOR FULL PLANT SCHEDULE NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. O �- / / / / v I�`\`\`,111 IIIII II,I � I � �� I\ I\\1111`II IIIIIIII I I I I I 1 1 11 I I I I 1 I I I I IIIII IIII I I I I I I I I I I \\ I I I I I I\ \III \ I I I\\ I I I OWO I� III 1 11111 \ II o I I I I I I \\ I I I y I\ I I ` I \I O \ I \I I ! I I \ \I I\ I I I � I,. I I I I I ----- - - + -- l I I I I 2 0 z GRAPHIC SCALE IN FEET 0 10 20 40 Know what's below. Call before you dig. W Q U) z O U) W Q' O z to c) L 0 to c `1 UH L Z O O Uj U C H � 2 L Q LL_ C)O U � U [ o O M 0 L Lu M ') O s ('Lu C� QUrnLLjL Z W L Q p p c Y W C rn Q ■ No 3: L F � �� pG3 C� �0�]OG9QG3�7 FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn P.L.A. KENZIE L. PORTER L.A. No. 3128 Date 5/3/2022 z Ow LLI 00 LLI = z z Y Q (n Cn Q 3 LLI J (UQ 0Q 0U UY z Q J W a U 0 Z a J i. ki LL LL C CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO DATE START OF CONSTRUCTION AND SHALL NOTIFY THE 05/03/2022 CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROJECT NO. PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) 64460909 WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE SHEET NUMBER THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. AAA AAAA A A AAO AAA LP 1.01 U C U1 N O_ U O m Q a 0 L 0 i a E Y O T 9 O 7 O 3 0 0 U C !n N a_ U 0 O U Q a 0 c 0 T Y T 0 a a 0 a 0 a a 0 a 0 0 3 0 3 E U O a 0 U 0 a 0 a E a C 0 0 O�Q) 3 0, -0 � o i a J / U N 3 S - � U o tv �0 U w i Q) n u % a � o 0 / 0 � o 0 � U O- O U a .— C w 0 U J N / Q O NL 1' N 0 -C N � !n O O _T i C 0 J a T a 9 •- 9 ai � U J m I 0 J / E i N C 0 i o � N = o a -C b a cn � a V a � a � a o a U o 0 Q 0 •3 J Q) E 0 0 � + J 0 E Y] � U 0 T a O 1 I ~ NOTES: 1. REF. PLANTING AND PLANTING SOIL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. REF. TREE STAKING DETAIL THIS SHEET. ORIGINAL GRADE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS THE SUBSTRATE/SOIL 6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. 4" PERFORATED PVC STANDPIPE WITH GRATE CAP AT MULCH LEVEL, WRAPPED IN FILTER FABRIC, EXTEND TO BOTTOM OF PLANTER PIT 12" AUGERED HOLE FOR DRAINAGE ROOTBALL - SLOPE TO DRAIN BOTTOM OF PLANTING PIT. TRUNK LIMITS OF PLANTING PIT TOP OF ROOTBALL SHALL BE POSITIONED 1/4 OF ROOTBALL DEPTH ABOVE ORIGINAL GRADE ADD ADDITIONAL SOIL AS NEEDED TO PLANTING SOIL BACKFILL IN ORDER TO CREATE A SMOOTH TRANSITION FROM THE TOP OF THE RAISED ROOT BALL TO THE ORIGINAL GRADE AT A 15% MAX SLOPE. SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. • FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. • FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING. 2 X ROOTBALL WIDTH 4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT 3" MULCH LAYER. NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. BERM SHALL BE CENTERED ON THE DOWNHILL SIDE IN A 240' ARC. FINISHED GRADE ORIGINAL GRADE NATIVE LOOSENED PLANTING SOIL BACKFILL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. IN THE TOP 1/3 DEPTH OF BACK FILL, MIX 1/2" LAYER OF COMPOST INTO EACH 6" LIFT OF BACKFILL. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND LOOSEN \ SIDES OF PLANTING PIT SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. • FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. • FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING. Tree Planting On 5-25% Slopes (20:1 to 4:1 Slopes) I PLAN - 2 2 X ROOTBALL WIDTH MINIMUM 4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL _ TREES NOT IN LANDSCAPE BEDS Scale: NTS NOTES: 1. THIS DETAIL IS FOR TREE PLANTING IN POOR DRAINAGE CONDITIONS ONLY. REF. DETAIL A THIS SHEET FOR TYPICAL TREE PLANTING. IC 6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. 3" MULCH LAYER. NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) / FINISH GRADE _ -- ORIGINAL GRADE -- NATIVE PLANTING BACKFILL --- UNDISTURBED NATIVE SOIL OPTIONAL: • 12" DIA. AUGERED HOLE FILLED WITH 1/2" - 3/4" WASHED GRAVEL AND WRAPPED IN FILTER FABRIC. PENETRATE HOLE THROUGH OCCLUDING LAYER TO A DEPTH TO ASSURE PROPER PERCOLATION. • 4" PERFORATED PVC PIPE WITH GRATE CAP AT MULCH LEVEL, WRAPPED IN FILTER FABRIC. EXTEND TO BOTTOM OF SUMP. SECTION Tree Planting (Poor Drainage Condition) Scale: NTS C 7 O SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. • FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. • FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING. WIDTH SHALL VARY DEPENDING ON ROOT BALL SIZE 2" x 2" WOODEN STAKES. STAKES. INSTALL ADJACENT TO THE OUTER EDGE OF ROOTBALL. ROOTBALL SECURE 2" x 2" WOODED CROSS MEMBER TO VERTICAL STAKES USING THREE INCH LONG GALVANIZED WOOD SCREWS. 2" X 2" WOODEN STAKES. INSTALL ADJACENT TO THE OUTER EDGE OF ROOTBALL. MULCH LAYER PLANTING SOIL BACKFILL UNDISTURBED NATIVE SOIL BELOW GRADE TREE STAKING Scale: NTS TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT 6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. 4" MULCH LAYER. PLACE NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 3" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. FINISHED GRADE ORIGINAL GRADE UNDISTURBED NATIVE SOIL NATIVE LOOSENED PLANTING SOIL BACKFILL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. IN THE TOP 1/3 DEPTH OF BACK FILL, MIX 1/2" LAYER OF COMPOST INTO EACH 6" LIFT OF BACKFILL. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. SCARIFY BOTTOM AND LOOSEN SIDES OF PLANTING PIT Typical Tree Planting (Up to 3" Caliper) Scale: NTS w W Q 0 CO z _0 _L W O z CD M 0 o U H L Z O O Uj U C mr W LO L �ooc QLL U o � U C O N M L Q V) Q rn W L J Z Q W Z Y L U U Y L a - L Y w C � Q < ■ L F O� c4 pIR�H=HHHHzaXV FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn P.L.A. KENZIE L. PORTER L.A. No. 3128 Date 5/3/2022 >Z CO00 m m W Z Z Y LD 3: 3:U U Q(n U)i Q-3 WJ T- U¢ oLU 0 U U Y �1W X: W 0 ^W I..L �C) VJ 0 Z DATE 05/03/2022 PROJECT NO. 64460909 SHEET NUMBER LP 3.01 U C U1 N O_ U O Q a c 0 0 I a E Y O T 0 0 3 0 0 U) U C !n N a_ U 0 cn Q a 0 c 0 I T N E Y T 0 a a 0 a 0 a c a 0 a N 0 L 0 3 U O a O U C 0 N Q 0 a E a 0 0 U) O� Q) 3 0, -0 0 i a J / U N 3 S - � U o tv �0 U w i Q) n % a � o Q) / 0 � o 0 0 U O- O U 0 U Jcn N / a U 0 -C U o a � c 0 J I � T a 9 •- 9 ai � U J m 0 J / E i N 0 i 0 0 rn - o E a -C XJ cn n cn L � a N a � a � a o a U o O U Q o •3 J Q) E 0 0 � �­7 J 0 E Y] 0 U O tv a O 1 I ~ FILTER FABRIC. UPTURN 2" AT SIDES AND ENDS AND METAL EDGING, REF. DETAIL B THIS SHEET. ADHERE TO EDGING W/ CONSTRUCTION ADHESIVE. SECURE FABRIC TO FINISH GRADE W/ FABRIC STAPLES ROCK MULCH, REF. LANDSCAPE AREA, REF. PLANTING PLANS PLANTING PLANS 46 1" AT TURF AREA 2" AT LANDSCAPE BED I I I I I I C•7 NOTES 1. EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. 2. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS. METAL EDGING (AT ROCK COBBLE BED) METAL EDGING, REF. DETAIL N Scale: 1 1/2" = 1'-0" DECOMPOSED GRANITE, INSTALL IN 2" COMPACTED LIFTS PAVING VARIES, REF. PLANS FOR TYPE N J NOTES: 1. REF. PLANTING AND PLANTING SOIL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. REF. PLANTING SCHEDULE AND PLANTING PLANS FOR SPACING/LAYOUT 3. WHEN SHRUBS ARE MASSED TOGETHER WITH GROUNDCOVER BEDS, ALL SOIL IN BED TO BE AMENDED. (REF. PLANTING SPECIFICATIONS) MIN. 1/2 MATURE SHRUB WIDTH oho 0o BACK OF CURB - 5-0" MIN. CLEAR 5'-0" MIN. CLEAR FIRE HYDRANT —. SIDEWALK ZONE MIN. 1/2 MATURE REF. PLANS SHRUB WIDTH SHRUB PLANTING, REF. DETAIL B THIS SHEET Shrub Planting at Sidewalk Scale: NTS MIN. 1/2 MATURE SHRUB PLANTING SHRUB WIDTH (TYP., REF. DETAIL B THIS SHEET) I - il'- �� _iil III Ili- III III " II III III 0 0 0 0 00 0 00 00 0 00 0 00 0 0o a 0 o a �oo°�� a 24u l 1� 1 1T 1 1 1 1 III LANDSCAPE BED/ MULCH (TYP.) MIN. 1/2 MATURE SHRUB WIDTH SHRUB PLANTING, REF. DETAIL B THIS FILTER FABRIC. UPTURN 2" AT SIDES AND ENDS AND SHEET STAKES PER AHERE TO EDGING W/ CONSTRUCTION ADHESIVE. SECURE MANUFACTURER FABRIC TO FINISH GRADE W/ FABRIC STAPLES COMPACTED SUB -BASE, REF. GEOTECH REPORT T O Decomposed Granite Scale: 1 1/2"=1'-0" III III III III III BACK OF CUR11 B TURF (SOD) 01 LANDSCAPE BED METAL EDGING 3/16" 24" LANDSCAPE BED/ COLOR:BLACK MULCH (TYP.) MIN. 1/2 MATURE MULCH LAYER REF. PLANTING PLANS AND SPECIFICATIONS SHRUB WIDTH SHRUB PLANTING, REF. DETAIL B THIS SHEET DO TOPSOIL, REF. PLANTING AMENDED PLANTING SOIL, REF. SOIL PLAN AND PLANTING PLANTING SOIL PLANS AND O O SPECIFICATIONS PLANTING SPECIFICATIONS III III III I - I III III III III- UNDISTURBED NATIVE SOIL -III III III III III _ METAL EDGING STAKES PER III III III III ' " BACK OF CURB MANUFACTURER SPECIFICATIONS METAL EDGING (AT TURF & LANDSCAPE BED) Scale: 1 1/2" = 1'-0" W Shrub Planting at Curb Scale: NTS SHRUB PLANTING, REF. DETAIL B THIS SHEET Shrub Planting at Fire Hydrant Scale: NTS MIN. 1/2 MATURI SHRUB WIDTH le 18"-24" BUILDING MIN. CLEAR Shrub Planting at Building Edge Scale: NTS SHRUB ORIGINAL SLOPE SHOULD LEAVE 6" OF TOP OF ROOTBALL EXPOSED PASS THROUGH THE POINT AROUND BASE OF STEMS. WHERE THE MAIN STEM(S) MEET(S) SUBSTRATE/SOIL. ROOTBALL CENTERED IN PIT 4" HIGH x 8" WIDE ROUND -TOPPED SOIL BERM (ABOVE ROOT BALL SURFACE) SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL IN A 180' ARC. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. — ` 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS), NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL. FINISHED GRADE. REFERENCE GRADING PLAN III FINISH GRADE EXISTING SLOPE LOOSEN/SCARIFY SIDES OF SLOPE/PLANTING HOLE SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL III III UNDISTURBED SUBSOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE 2X THE COMPACTION TO THE AREA AND DEPTH SHOWN. ROOTBALL WIDTH LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. Shrub Planting On 5-50% (20:1 TO 2:1) Slope r Scale: NTS V FRONT OF GQnniT BEST FACE OF SHRUB TO FACE JG BED 0 BE TRIANGULARLY SPACED UNLESS FFERENTLY ON PLANTING PLANS. SHRUB LEAVE ROOTBALL EXPOSED AROUND BASE OF STEMS. PLANT ROOTBALL TO BE INSTALLED CENTERED AND PLUMB/LEVEL IN PLANTING PIT 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS) FINISHED GRADE. UNDISTURBED NATIVE SOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. SCARIFY BOTTOM AND SIDES OF PLANTING PIT OCT ROOTBALL ON UNDISTURBED STABLE SUBSOIL Typical Shrub Planting Scale: NTS BEST FACE OF PLANT TO FACE lF PLANTING BED )COVER PLANTS TO BE ULARLY SPACED UNLESS SHOWN :NTLY ON PLANTING PLANS. GROUNDCOVER PLANT 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND EDGE OF BED, FIRMLY COMPACTED (ALONG ADJACENT TURF AREAS IF NO EDGING/PAVEMENT SHOWN ON PLANS) FINISHED GRADE SCARIFY BOTTOM AND SIDES OF PLANTING PIT UNDISTURBED NATIVE SOIL MODIFIED SOIL (ENTIRE BED). DEPTH VARIES ( REF. PLANTING AND PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS). LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE PLANT. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS REQUIRED TO MEET REQUIRED FINISH GRADE Typical Groundcover Planting Scale: NTS CO z 0 L W O z v M 0 `n c U H L O z O Uj U C mr W LO L Q U q O 006Lo C N M 0 L Q M 0 s ^ 5 N } C C Q M-W L J Z Q W r � Z Y L U 0 Y L d G — W � EC Y W < OQ ■ N � L F O� c4 pIR�L0HHazaXV FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn P.L.A. KENZIE L. PORTER L.A. No. 3128 Date 5/3/2022 z 00 } m O= UJ m 0 W _JU) Z 2D3: Z 3U Y 50- Q(n U)i Q W U¢ Lij U __J Se o 0 0 W EAM V J J_ W 0 ^W I..L ^ �U V J 0 Z Q DATE 05/03/2022 PROJECT NO. 64460909 SHEET NUMBER LP 3.02 U C UT o_ U 0 Q a 0 L 0 _ I a 0 E Y 0 T E 0 D 0 3 0 0 U) U c (i 0 a_ U 0 co Q a 0 c 0 I 0 0 E Y T c 0 a 0- 0 0 a a 0 a 0 0 c 0 sll D 0 .3 - E 0 U 0 a 7F 0 0 U c a 0- 0 a E -0 0 0 0 m 0 C)� 0 3 Q_' 7 -o :� 0 O ,� 0- 0 1 0- } o N 3 a) - -E - n -,- � U o -C -0 3 �0 v _Lc 0 0 U a 0�0 � 0 / to m 0 Q °- a 0 o 0- M U o U � 0 0- 0 a) 1 0 ! 0 a L c 0 0 T a D C s 0 D - 9 - 7t 0 7t - 9 Q U / > > � J N JI o Q , -� 0 i E J' F � m c a i c 0 N , 0 L 0 T E 0 Q -C D c N 0 . a) I 0 N C 71� - 0) D m N -0 -0 J a >� -0 o 0- U 0 - 0 C) U --) 0 T Q � 0 •3 J Q) to -5 Q) Q a' E 0 6 Q) T E b :3 U 6 0 Q) a m O i ~ PLANT SCHEDULE GENERAL SITE CANOPY TREES CODE BOTANICAL / COMMON NAME O BD Betula nigra / River Birch 'Duraheat' D PL Pinus taeda / Loblolly Pine + PL3 Pinus taeda / Loblolly Pine +0+ QV Quercus virginiana / Southern Live Oak TD Taxodium distichum / Bald Cypress GENERAL SITE ORNAMENTAL TREE CODE BOTANICAL / COMMON NAME + + + PARKING LOT TREE "(,D 0, , ) STREET CANOPY TREES . ( ) ,:Do STREET ORNAMENTAL TREE U 0 0 a 0 O .o GROUND COVERS II =I =I MISC. SPECIFICATIONS REMARKS 3" cal, 10' ht, 4' spr Full, 2 trunks @ 2" cal. ea. 3" cal, 14' ht, 6' spr Full, Straight, Single Leader 6" CAL, 20' HT, 8- SPR Full, Straight, Single Leader 3" cal, 16' ht, 6' spr Full, Straight, Single Leader 3" cal, 14' ht, 5' spr Full, Straight, Single Leader CO2 Cercis canadensis 'Oklahoma' / Oklahoma Redbud 3" cal, 1 O' ht, 4' spr Full, Straight, Single Leader IM2 Ilex vomitoria / Yaupon Holly 3" cal, 10' ht, 4' spr Full, Multi -Trunk, 1" Cane Min ML Magnolia grandiflora 'Little Gem' / Little Gem Dwarf Southern Magnolia 3" cal, 10' ht, 4' spr Full, Single -Leader, 6' Clear Height CODE BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS QH Quercus muehlenbergii / Chinkapin Oak 3" cal, 14' ht, 5'-6' spr Full, Straight, Single Leader QH2 Quercus muehlenbergii / Chinkapin Oak 4" cal, 16' ht, 6' spr Full, Straight, Single Leader TDO2 Taxodium distichum / Bald Cypress 3" cal, 14' ht, 6'-8' spr Full, Straight, Single Leader UC Ulmus crassifolia / Cedar Elm 3" cal, 14' ht, 6' spr Full, Straight, Single Leader UC6 Ulmus crassifolia / Cedar Elm 4" cal, 16-18' ht, 8- spr Full, Straight, Single Leader UP2 Ulmus parvifolia / Lacebark Elm 3" cal, 14' ht, 6' spr Full, Straight, Single Leader CODE BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS PL4 Pinus taeda / Loblolly Pine 3" cal, 14' ht, 6' spr Full, Straight, Single Leader PL2 Pinus taeda / Loblolly Pine 6" CAL, 20' HT, 8' SPR Full, Straight, Single Leader TD4 Taxodium distichum / Bald Cypress 3" cal, 14' ht, 6'-8' spr Full, Straight, Single Leader TD2 Taxodium distichum / Bald Cypress 6" CAL, 20' HT, 8' SPR Full, Straight, Single Leader UC2 Ulmus crassifolia / Cedar Elm 6" CAL, 20' HT, 8- SPR Full, Straight, Single Leader CODE BOTANICAL / COMMON NAME CO3 Cercis canadensis 'Oklahoma' / Oklahoma Redbud IM3 Ilex vomitoria / Yaupon Holly CODE BOTANICAL / COMMON NAME ADC Abelia x -Edward Goucher / Compact Abelia ASP Aspidistra elatior / Cast Iron Plant HES Hesperaloe parviflora / Red Yucca LEU Leucophyllum frutescens 'Compacta' / Compact Texas Sage LPF Loropetalum chinense 'Shang -hi' / Purple Diamond Fringe Flower PE2 Prunus laurocerasus / Cherry Laurel RHA Rhaphiolepis indica / Indian Hawthorn CODE BOTANICAL / COMMON NAME MUH Muhlenbergia capillaris / Pink Muhly NAS Nassella tenuissima / Mexican Feather Grass SCU Scutellaria suffrutescens / Pink Skullcap CODE BOTANICAL / COMMON NAME ANN Annuals / Seasonal Color LIR Liriope muscari / Liriope MWM Native American Seed / Midway Mix CODE BOTANICAL / COMMON NAME SOD Cynodon dactylon / Common Bermuda SE Steel Edge MULCH Shredded Hardwood Mulch NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. 3" cal, 14' ht, 5' spr Full, Straight, Single Leader 3" cal, 10' ht, 4' spr Full, Multi -Trunk, 1" Cane Min SPECIFICATIONS REMARKS 24" ht, 18" spr, 24" oc Full 24" ht, 18" spr, 24" oc Full 24" ht, 18" spr, 24" oc Full 36" ht, 24" spr, 48" oc 30" ht, 24" spr, 36" oc 72" ht, 36" spr, 48" oc 18" ht, 12" spr, 24" oc 24" ht, 18" spr, 24" oc 16" ht, 16" spr, 18" oc 12" ht, 12" spr, 18" oc SPECIFICATIONS 8" ht, 8" spr, 12" oc 18" ht, 12" spr, 18" oc Full Full Full and Matching Full REMARKS Full Full, 1 Gallon min Full, 1 Gallon min REMARKS To Be Selected By Owner Full, 1 gallon min 20 Ibs/ac Hydroseed, ref. specifications. Contractor to install erosion control mat on slopes greater than 4:1 SPECIFICATIONS REMARKS Solid sod, rolled tight with sand filled joints, 100% weed, disease, and pest free 4" x 3/16" black 3" depth, all trees in sod to have 4' diameter mulch ring GENERAL LANDSCAPE SPECIFICATIONS AND NOTES A. SCOPE OF WORK 1. THE WORK CONSISTS OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED. 2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL PLANTING AREAS OF THIS CONTRACT UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER. B. PROTECTION OF EXISTING STRUCTURES ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, AND OTHER ITEMS OF CONSTRUCTION AND PLANTING ALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THIS CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER. C. PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS OPERATION OF EQUIPMENT, STOCKPILING OF MATERIALS, ETC. THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP -LINE OR THE SPILLING OF OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP -LINE. NO MATERIALS SHALL BE BURNED WHERE THE HEAT WILL DAMAGE ANY PLANT. TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PER CENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. D. MATERIALS 1. GENERAL SAMPLES OF MATERIALS AS LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON THE SITE OR AS OTHERWISE DETERMINED BY THE OWNER. UPON APPROVAL OF SAMPLES, DELIVERY OF MATERIALS MAY BEGIN. MATERIALS SAMPLES MULCH ONE (1) CUBIC FOOT TOPSOIL ONE (1) CUBIC YARD PLANTS ONE (1) OF EACH VARIETY 2. PLANT MATERIALS A. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL -BRANCHED AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE OWNER. B. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. C. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY; SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. E. TOPSOIL 1. ASTM D5268, NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL POSSESSING CHARACTERISTICS OF REPRESENTATIVE TOPSOIL IN THE VICINITY THAT PRODUCES HEAVY GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 7.4 PERCENT, FREE FROM SUBSOIL, OBJECTIONABLE WEEDS, LITTER, SODS, STIFF CLAY, STONES LARGER THAN 1-INCH IN DIAMETER, STUMPS, ROOTS, TRASH, HERBICIDES, TOXIC SUBSTANCES, OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH OR HINDER PLANTING OPERATIONS. TOP SOIL SHALL CONTAIN A MINIMUM OF THREE PERCENT ORGANIC MATERIAL. 2. SALVAGED OR EXISTING TOPSOIL: REUSE SUITABLE TOPSOIL STOCKPILED ON -SITE OR EXISTING TOPSOIL UNDISTURBED BY GRADING OR EXCAVATION OPERATIONS. CLEAN TOPSOIL OF ROOTS, PLANTS, SOD, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 3. VERIFY AMOUNT OF SUITABLE TOPSOIL STOCKPILED IF ANY, AND SUPPLY ADDITIONAL IMPORTED TOPSOIL AS NEEDED. FOUR (4) INCHES OF TOPSOIL TO BE PROVIDED FOR ALL TURF AREAS. TWENTY FOUR (24) INCHES OF TOPSOIL TO BE PROVIDED FOR ALL PLANTING BEDS. 4. IMPORTED TOPSOIL: SUPPLEMENT SALVAGED TOPSOIL WITH IMPORTED TOPSOIL FROM OFF -SITE SOURCES WHEN EXISTING QUANTITIES ARE INSUFFICIENT. 5. OBTAIN TOPSOIL DISPLACED FROM NATURALLY WELL -DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 6 INCHES DEEP; DO NOT OBTAIN FROM AGRICULTURAL LAND, BOGS, OR MARSHES. 6. VERIFY BORROW AND DISPOSAL SITES ARE PERMITTED AS REQUIRED BY STATE AND LOCAL REGULATIONS. OBTAIN WRITTEN CONFIRMATION THAT PERMITS ARE CURRENT AND ACTIVE. 7. OBTAIN PERMITS REQUIRED BY STATE AND LOCAL REGULATIONS FOR TRANSPORTING TOPSOIL. PERMITS SHALL BE CURRENT AND ACTIVE. 8. AMEND EXISTING AND IMPORTED TOPSOIL AS INDICATED BELOW. a. ORGANIC SOIL AMENDMENTS 1. MANURE: WELL -ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, AND MATERIAL HARMFUL TO PLANT GROWTH. 2. BACK TO NATURE COTTON BURR COMPOST OR APPROVED EQUIVALENT. 3. COMPOST: DECOMPOSED ORGANIC MATERIAL INCLUDING LEAF LITTER, MANURE, SAWDUST, PLANT TRIMMINGS AND/OR HAY, MIXED WITH SOIL. 4. PECAN HULLS: COMPOSTED PECAN HULLS FOR LOCAL SOURCE. 5. BIOSOLIDS: USE GRADE 1 CONTAINING LOWER PATHOGEN LEVELS. 6. WORM CASTINGS: EARTHWORMS. b. INORGANIC SOIL AMENDMENTS 1. LIME: ASTM C602, CLASS 0 AGRICULTURAL LIMESTONE CONTAINING A MINIMUM OF 80 PERCENT CALCIUM CARBONATE EQUIVALENT WITH A MINIMUM OF 95 PERCENT PASSING NO. 8 SIEVE AND MINIMUM OF 55 PERCENT PASSING NO. 60 SIEVE. 2. SULFUR: GRANULAR, BIODEGRADABLE, CONTAINING A MINIMUM OF 90 PERCENT SULFUR, WITH A MINIMUM OF 99 PERCENT PASSING NO. 6 SIEVE AND A MAXIMUM OF 10 PERCENT PASSING NO. 40 SIEVE. 3. IRON SULFATE: GRANULATED FERROUS SULFATE CONTAINING A MINIMUM OF 20 PERCENT IRON AND 10 PERCENT SULFUR. 4. AGRICULTURAL GYPSUM: FINELY GROUND, CONTAINING A MINIMUM OF 90 PERCENT CALCIUM SULFATE. 5. SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED, FREE OF TOXIC MATERIALS. c. PLANTING SOIL MIX 1. PLANTING MIX MAY BE PROVIDED BY LIVING EARTH OR MINICK MATERIALS OR APPROVED EQUAL. 2. PLANTING MEDIUM CONTAINING 75 PERCENT SPECIFIED TOPSOIL MIXED WITH 15 PERCENT ORGANIC SOIL AMENDMENTS AND 10 PERCENT SHARP WASHED SAND. INSTALL TO DEPTHS, PER PLANTING DETAILS (12" MIN.) FINISHED GRADES OF PLANTING BEDS TO BE 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. 2. SOD/SEED AREA TOPSOIL ALL SOD AREAS TO RECEIVE 4" DEPTH (MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, WITH 25% (MIN.) ORGANIC MATERIAL, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TWIGS/BRANCHES. THE PARTICLE SIZES SHALL BE SUCH THAT 98.5% OF THE TOPSOIL WILL PASS THROUGH A 1/2 INCH SCREEN, AND 99% MORE SHALL PASS THROUGH A 3/4 INCH SCREEN. TOPSOIL SHALL BE REVIEWED/APPROVED BY OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR TO SUBMIT SAMPLES IN 1 GAL (MIN.) CONTAINER. I. WATER WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN AN ADEQUATE GROWTH OF PLANTS AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SUCH SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. J. COMMERCIAL FERTILIZER COMMERCIAL FERTILIZER SHALL BE A COMPLETE FORMULA; IT SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE FLOWING. THIS FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS. FIFTY PERCENT (50%) OF THE NITROGEN SHALL BE DERIVED FROM NATURAL ORGANIC SOURCES. THE FOLLOWING FERTILIZERS SHALL BE USED AND APPLIED AT RATES AS SUGGESTED BY MANUFACTURER'S SPECIFICATIONS: 1. SHRUBS AND TREES - MILORGANITE, OR APPROVED EQUAL 2. ANNUALS AND GROUNDCOVERS - OSMOCOTE/SIERRA BLEND 14-14-14 3. SOD - 8-8-8 FERTILIZER IN ADDITION TO SURFACE APPLIED FERTILIZERS, ALL CONTAINER GROWN AND FIELD GROWN PLANT MATERIAL SHALL RECEIVE "AGRIFORM" PLANTING TABLETS 24-10-5 FORMULA, 21 GRAM OR EQUAL. THESE TABLETS SHALL BE PLACED AT A DEPTH OF ROOT BALL AT THE RATE AS SPECIFIED BY MANUFACTURER. K. MULCH MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF 3 INCHES. SEE PLANT LIST FOR TYPE OF MATERIAL AND GRADE. L. DIGGING AND HANDLING 1. PROTECT ROOTS OR BALLS OF PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT BREAKAGE AND DRYING OUT DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO SITE SHALL BE SPRAYED WITH AN ANTI-TRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS 2. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND BURLAPPED OR CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS. 3. PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. THE ROOTS SHALL NOT BE CUT WITHIN THE MINIMUM SPREAD SPECIFIED IN THE PLANT LIST. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT IN MOVING AND PRIOR TO PLANTING. 4. PROTECTION OF PALMS (IF APPLICABLE): ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER DETAIL. 5. EXCAVATION OF TREE PITS SHALL BE DONE USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB- BASES. M. CONTAINER GROWN STOCK 1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL -ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3. PLANT ROOTS BOUND IN CONTAINERS SHALL NOT BE ACCEPTABLE. 4. SUBSTITUTION OF NON -CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED TO BE CONTAINER GROWN WILL NOT BE PERMITTED UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. N. COLLECTED STOCK WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED ON THE PLANT LIST SCHEDULE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. O. NATIVE STOCK PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY REESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. P. MATERIALS LIST QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE BIDDERS TAKE OFF AND THE PLANT LIST QUANTITY, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO THE SUBMISSIONS OF BIDS. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE Q. FINE GRADING 1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR, UNLESS OTHERWISE NOTED 2. THE LANDSCAPE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. THIS CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. R. PLANTING PROCEDURES 1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN UP WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR OWNER. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER LINES, CABLE AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. 3. SUBGRADE EXCAVATION: SITE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB -BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36". SITE CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON -SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY SITE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT OR OWNER. 4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED AND REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE SITE BY BEING THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS SHALL NOT REMAIN UNPROTECTED FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 6. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE THE PLANTING WITH THE IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION ITEMS AND PLANTS. 7. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACKFILLED WITH THE PREPARED PLANTING SOIL AS SPECIFIED HEREIN BEFORE (SECTION H). TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE PLANTING DETAIL THAT ADDRESSES THIS CONDITION. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW FULL HOSE STREAM ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURE AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED. 8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION H OF THESE SPECIFICATIONS. IN ADDITION, EACH PLANTING PIT SHALL RECEIVE 21-GRAM "AGRIFORM" PLANTING TABLETS PER MANUFACTURER'S SPECIFICATIONS OR AS FOLLOWS: - TWO (2) TABLETS PER 1 GAL. PLANT - THREE (3) TABLETS PER 3 GAL. PLANT - FOUR (4) TABLETS PER 10 GAL. PLANT - LARGER MATERIAL - TWO (2) TABLETS PER 1/2" OF TRUNK CALIPER 10. TREES AND SHRUBS SHALL BE SET STRAIGHT AND AT SUCH A LEVEL THAT AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACKFILLED AND THOROUGHLY TAMPED AROUND THE BALL AND SHALL BE SETTLED BY WATER AFTER TAMPING. 11. FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET. ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE, ONLY WITH MULCH. ALL BURLAP, ROPE, WIRES, ETC., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 12. PRUNING: EACH TREE SHALL BE PRUNED TO PRESERVE THE NATURAL CHARACTER OF THE PLANT AS SHOWN ON THE DRAWINGS. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. 13. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. TILL INTO TOP 4" THE PLANTING SOIL MIX AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 14. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE LANDSCAPE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING THE OWNER SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING OF THEIR INTENTIONS AND AGREE TO HOLD HARMLESS THE LANDSCAPE ARCHITECT IN THE EVENT ANY TREES FALL DOWN AND DAMAGE PERSON OR PROPERTY. 15. MULCHING: PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER AND VINE BED AND TREE PIT. 16. HERBICIDE WEED CONTROL: ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND -UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE -EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. S. LAWN SODDING 1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A GRASS LAWN ACCEPTABLE TO THE OWNER. 2. LAWN BED PREPARATION: ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE WHOLE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE -HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT OF ROLLING SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH THAT IS UP TO THE REQUIRED GRADE. 3. SOIL PREPARATION: PREPARE LOOSE BED FOUR (4) INCHES DEEP. APPLY FERTILIZER AT RATE OF TWENTY (20) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. APPLICATION SHALL BE UNIFORM, UTILIZING APPROVED MECHANICAL SPREADERS. MIX FERTILIZER THOROUGHLY WITH THE SOIL TO A DEPTH OF THREE (3) INCHES. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4. SODDING A. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. B. THE SOD SHALL BE CERTIFIED TO MEET THE STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. C. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A FOUR INCH MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP -DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND AS APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. D. DURING DELIVERY, PRIOR TO AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 5. SEEDING A. PROVIDE FRESH, CLEAN, NEW CROP LAWN SEED MIXTURE. FURNISH TO OWNER DEALERS GUARANTEED STATEMENT OF COMPOSITION OF MIXTURE AND PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY B. SEED MIXTURE: PROVIDE SEED OF GRASS SPECIES AND VARIETIES, PROPORTIONS BY WEIGHT AND MINIMUM PERCENTAGES OF PURITY GERMINATION AND MAXIMUM PERCENTAGE OF WEED SEED. SEED MIXTURES VARY BY REGION AND SEASON AND SHALL COMPLY WITH STATE DO AND LOCAL SOIL CONSERVATION SERVICE STANDARDS FOR LAWN TURF. C. DO NOT PERFORM SEEDING IN WINDY CONDITIONS. D. SEEDING SHALL BE DISPERSED IN 2 DIRECTIONS AT RIGHT ANGLES TO EACH OTHER E. PERMANENTLY SEED AND MULCH CUT AND FILL SLOPES AS CONSTRUCTION PROCEEDS TO EXTENT CONSIDERED DESIRABLE AND PRACTICAL. IN THE EVENT IT IS NOT PRACTICAL TO SEED AREAS, SLOPES SHALL BE STABILIZED WITH STRAW MULCH AND TACKIFIER, BONDED FIBER MATRIX, NETTING, BLANKETS OR OTHER MEANS TO REDUCE THE EROSIVE POTENTIAL OF THE AREA. F. SEED LAWN AREAS BY SOWING EVENLY WITH APPROVED MECHANICAL SEEDER AT RATE OF MINIMUM OF 6 POUNDS PER 1,000 SQUARE FEET. AMOUNT WILL VARY BASED ON VARIETY AND/OR SPECIES. CULTI-PACKER OR APPROVED SIMILAR EQUIPMENT MAY BE USED TO COVER SEED AND TO FORM SEEDBED IN ONE OPERATION. IN AREAS INACCESSIBLE TO CUTI-PACKER, LIGHTLY RAKE SEEDED GROUND WITH FLEXIBLE RAKES AD ROLL WITH WATER BALLAST ROLLER. AFTER ROLLING, MULCH WITH STRAW MULCH AT THE RATE OF 2 TONS PER ACRE. G. SURFACE LAYER OF SOIL FOR SEEDED AREAS SHALL BE KEPT MOIST DURING GERMINATION PERIOD. WATER SEEDED AREAS TWICE FIRST WEEK TO MINIMUM DEPTH OF 6 INCHES WITH FINE SPRAY AND ONCE PER WEEK THEREAFTER AS NECESSARY TO SUPPLEMENT NATURAL RAIN TO EQUIVALENT OF 6 INCHES DEPTH. H. CONTRACTOR TO REAPPLY SEED AS NECESSARY IN ORDER TO GET ALL SEEDED AREAS ESTABLISHED AS INTENDED. 6. LAWN MAINTENANCE A. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE -SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS UNTIL CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK INCLUDING REGRADING IF NECESSARY). B. WATER EVERY DAY FOR TEN (10) SUCCESSIVE DAYS, THEN WATER THREE (3) TIMES PER WEEK (AT EVEN INTERVALS) FOR TWO (2) ADDITIONAL WEEKS. ALL WATERING SHALL BE OF SUFFICIENT QUANTITY TO WET OR RESTORE WATER TO DEPTH OF FOUR (4) INCHES. CONTRACTOR TO DETERMINE IF SITE IS IN A DROUGHT RESTRICTION AREA AND MUST FOLLOW CITY/ COUNTY PROTOCOL IF ANY ARE IN PLACE. T. CLEAN-UP UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. U. PLANT MATERIAL MAINTENANCE ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE -STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. MAINTENANCE AFTER THE CERTIFICATION OF ACCEPTABILITY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE TO COVER LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS COMMENCING AFTER ACCEPTANCE. V. MAINTENANCE (ALTERNATE BID ITEM) 1. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAY MAINTENANCE PERIOD ON A COST PER MONTH BASIS. W. GUARANTEE 1. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. 2. THE LIFE AND SATISFACTORY CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING SOD) INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A MINIMUM OF 90 CALENDAR DAYS, COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. 3. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER "PLANTING", AT NO ADDITIONAL COST TO THE OWNER. 4. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE (AND IRRIGATION) MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER, AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTH PLANT GROWTH. IT IS SUGGESTED SUCH SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (1 2) MONTHS FROM THE DATE OF ACCEPTANCE. X. FINAL INSPECTION AND ACCEPTANCE OF WORK FINAL INSPECTION AT THE END OF THE GUARANTEE PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR GUARANTEE (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. PLANTING NOTES 1. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL. 3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED BY HIS WORK. 4. REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION. 5. STAKING AND GUYING ALTERNATIVES: METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. CONTRACTOR MAY SUGGEST ALTERNATE METHODS, ASSUMING FULL RESPONSIBILITY FOR THEIR IMPLEMENTATION. CONTRACTOR SHALL REPLACE, PLANT, OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. 6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. 7. PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAN. 8. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED. 9. PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND/ OR LIMITS OF DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT. PROVIDE IRRIGATION AS NECESSARY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL THAT DIES SHALL BE REPLACED WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY. 11. CONTRACTOR SHALL WARRANTY PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. 12. ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED, SHALL BE REESTABLISHED WITH BERMUDA SOD AND IRRIGATED. 13. ALL LANDSCAPE BEDS TO HAVE TOPSOIL/BEDDING MIX THAT MEETS LANDSCAPE SPECIFICATIONS. INSTALL TO DEPTHS, PER PLANTING DETAILS (12" DEPTH MIN.) FINISHED GRADES OF PLANTING BEDS TO BE 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. 14. ALL SOD AREAS TO RECEIVE 4" DEPTH (MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, pH RANGE OF 5.5-7.4, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TWIGS/BRANCHES. 15. ALL DISTURBED AREAS IN R.O.W. TO BE RE-ESTABLISHED WITH BERMUDA SEED OR SOD AND IRRIGATED UNLESS OTHERWISE SHOWN ON PLANS. 16. ALL TREES TO BE PLACED A MINIMUM OF 4' FROM ANY UTILITY. W Q 0 C7 Z _0 U) W L 0 Z M cmv 0 U') c U H L OZ O L CU C WrQLLooc W � L U - co U - 0 s, U) N C? L L Q M O s '` �_ 0Z)CV }C - Q M W L J Z i' W � Q - L Z YD O WO � F � a- � - G L}L.I D_ 2i L EY W L c rn Q < ON ■ � L F @ 0 co pIRCE�[L] FOR REVIEW ONLY Not for construction or permit purposes. KimleY * Horn P.L.A. KENZIE L. PORTER L.A. No. 3128 Date 5/3/2022 Z 00 00 O= m W _J Z U3: Z Y Q(n U)i Q� W J U¢ U Y o 0 U 4 W X: DATE 05/03/2022 PROJECT NO. 64460909 SHEET NUMBER LP 3.03 FENCE LINE (TYP) WATER SLIDES CANOPY (TYP) POOL LAP TIMER LOUNGE CHAIR (TYP) PICKLEBALL COURTS OUTDOOR POOL DECK PLAN 1 /1 611 _ 1 1_011 L'LIIJIJ I,'L'I,'L' IJ''.INu NNNN W STLAKE TX OUTDOOR SEATING (TYP) SPA OUTDOOR POOL RECEPTION UTDOOR RINSE SHOWER OUTDOOR WATER FEATURE DINING TABLE (TYP) OUTDOOR SEATING (TYP) PN�LIFETIME� HEALTHY WAY OF LIFE 7 -ram .fi - -"-2c'm l'10 ��P_.+.y/+•-w'ia �y,•� - , L J -71, _ +i'".cam _ i _ _ - •.�?-:_a .`;dk;- � — JF- � - - - ' _-}"-' - - ��- •�- t, �i �+��' �, - �- tidy- - k �r r= �� -' >',. _ � `7 �� - „�'�' r on1 � - - _ '4.'fi"r• is rys - _vdFr-. jr- _ ; 4--LAX, � .��- �- _ • 4�` � +_{!. �.�i� � � # �� rt __ _ ___ _-_-'-' mil' �cAPL OL •,IrQ r L • a� .1+5 _ K lip -14 pp �} � '� �y •�1-:Ipp� yx - r - ''�' /i mot{ '�,'• ' JF r� t - + AL � • {'_� .l fir- #: ..3''.' 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L`R"�}'i�r10 lop -IRV ~ .Y -� '�.+' �� `x -r' _•mow - 5 ,alF _ { ~ - `~ + .-.tom C • �# � i�'` � �-LF air :3_ ���'+� _max. �`- 'mow-��'- - ' ` �'_ i� �"' �- k -�` {+:-tee•. # _ , •. •" Yam. * Wp'r ,-#,ire1V aa_�' ar IL Ad JPW � ' �� _ ,,,�,�,�* T '�+� ter' -�. _ ��'� � � ,.;�f ,+ � � � "' �� �� �•5M� * is ;Ll 'psi• •= 40 NL bob- j -16 � - ��� � ,� •� _ �'�R��- .*�Y '�.• 'Y-` ESL 51 Z . r ( SAXf BY \CCDUSIICS Environmental Noise Assessment Life Time Westlake Pickleball Courts Town of Westlake, Texas May 5, 2022 Project #220403 Prepared for: LIFETIME' HEALTHY WAY OF LIFE Life Time Property Development 2900 Corporate Place Chanhassen, MN 55317 Prepared by: Saxelby Acoustics LLC Lbw ni CrrtiHrd Ern s�. F.Pn Hwrv...+ Luke Saxelby, INCE Bd. Cert. Ngt.. Principal Consultant Board Certified, Institute of Noise Control Engineering (INCE) (91 d) 760-8821 www.SaxNoise.com I Luke@SoxNoise.com 915 Highland Pointe drive, Suite 250 Roseville, CA 95678 SAXELBY ACOUSTICS Acous}Ica Nolsa Vlhro}Ion INTRODUCTION The Life Time Westlake Pickleball Project is located in the Town of Westlake, Texas. The project will consist of the installation of four pickleball courts at the southern boundary of the project site. The primary noise source comes from the operation of the pickleball courts. Single family residential land uses are located to the west of the project site. The purpose of this analysis is to predict the noise generation associated with these uses and to achieve compliance with the applicable Town of Westlake noise level standards. Figure 1 shows the project site plan. Figure 2 shows an aerial photo of the project site and noise measurement locations. ENVIRONMENTAL SETTING BACKGROUND INFORMATION ON NOISE Fundamentals of Acoustics Acoustics is the science of sound. Sound may be thought of as mechanical energy of a vibrating object transmitted by pressure waves through a medium to human (or animal) ears. If the pressure variations occur frequently enough (at least 20 times per second), then they can be heard and are called sound. The number of pressure variations per second is called the frequency of sound, and is expressed as cycles per second or Hertz (Hz). Noise is a subjective reaction to different types of sounds. Noise is typically defined as (airborne) sound that is loud, unpleasant, unexpected or undesired, and may therefore be classified as a more specific group of sounds. Perceptions of sound and noise are highly subjective from person to person. Measuring sound directly in terms of pressure would require a very large and awkward range of numbers. To avoid this, the decibel scale was devised. The decibel scale uses the hearing threshold (20 micropascals), as a point of reference, defined as 0 dB. Other sound pressures are then compared to this reference pressure, and the logarithm is taken to keep the numbers in a practical range. The decibel scale allows a million -fold increase in pressure to be expressed as 120 dB, and changes in levels (dB) correspond closely to human perception of relative loudness. The perceived loudness of sounds is dependent upon many factors, including sound pressure level and frequency content. However, within the usual range of environmental noise levels, perception of loudness is relatively predictable, and can be approximated by A -weighted sound levels. There is a strong correlation between A -weighted sound levels (expressed as dBA) and the way the human ear perceives sound. For this reason, the A -weighted sound level has become the standard tool of environmental noise assessment. All noise levels reported in this section are in terms of A -weighted levels, but are expressed as dB, unless otherwise noted. Life Time Westlake Pickleball May 5, 2022 www.SaxNoise.com Town of Westlake, TX Page 1 of 11 Job #220403 \\SAXDESKTOPNEW\Job Folders\220403 LT Westlake TX Pickleball\Word\220403 LT Westlake TX Pickleball 5-5-22 LS.docx I j PUFLNE PF GTM Ei - I � w 5 y XI Y as alNlr al5- nlr 9 ,; a sly I. al- a I, ? ..-... LIE AXE FPPF. .-..... A210: � � x n a n a u 5 R > c k k s .• . a n u�3 � �� I Y L i- I ..WA . . LIFETIME 1' � •. .� A2v0 � TTF I — A200 � a l s s � - a v nv k :: n i5 I _ �1� � - I S Ill i Al 1 I �•�. •.rt. � � 23C v _ �� ��.� � .I: I.I. !'$SGI � n I. '.I :� _d •CIR f ;�. SUSut.,xy:� Y.9�t_ � m • . .. oa F Y. �. Avg •^ i` a�a ,�., �����a � S - ��nvaG+ • rF-14 Life Time Westlake Pickleball Town of Westlake, Texas Figure 1 Project Site Plan CM=` (((A!C XELBY ou sTICS Acoustics • Noise • Vibration Life Time Westlake Pickleball Court Town of Westlake, Texas Figure 2 Noise Measurement Sites Legend ❑ Project Site Noise Measurement Site - Short Term I 50 ft 150 it 250 it t• ' Projection: UTM Zone 14 / NAD83 / meters Re, Oate:05/03/2022 (((A"COUSTICS AXELBY iit SAXELBY ACOUSTICS Acous}Ica Nolsa Vlhro}Ion The decibel scale is logarithmic, not linear. In other words, two sound levels 10-dB apart differ in acoustic energy by a factor of 10. When the standard logarithmic decibel is A -weighted, an increase of 10-dBA is generally perceived as a doubling in loudness. For example, a 70-dBA sound is half as loud as an 80-dBA sound, and twice as loud as a 60 dBA sound. Community noise is commonly described in terms of the ambient noise level, which is defined as the all - encompassing noise level associated with a given environment. A common statistical tool is the average, or equivalent, sound level (Leq), which corresponds to a steady-state A weighted sound level containing the same total energy as a time varying signal over a given time period (usually one hour). The Leq is the foundation of the composite noise descriptor, Ldn, and shows very good correlation with community response to noise. The day/night average level (Ldn) is based upon the average noise level over a 24-hour day, with a +10- decibel weighing applied to noise occurring during nighttime (10:00 p.m. to 7:00 a.m.) hours. The nighttime penalty is based upon the assumption that people react to nighttime noise exposures as though they were twice as loud as daytime exposures. Because Ldn represents a 24-hour average, it tends to disguise short-term variations in the noise environment. Table 1 lists several examples of the noise levels associated with common situations. Appendix A provides a summary of acoustical terms used in this report. TABLE 1: TYPICAL NOISE LEVELS Common Outdoor Activities Noise Level (dBA) Common Indoor Activities --110-- Rock Band Jet Fly -over at 300 m (1,000 ft.) --100-- Gas Lawn Mower at 1 m (3 ft.) --90-- Diesel Truck at 15 m (50 ft.), at 80 km/hr. (50 mph) 80 Food Blender at 1 m (3 ft.) Garbage Disposal at 1 m (3 ft.) Noisy Urban Area, Daytime Gas Lawn Mower, 30 m (100 ft.) --70-- Vacuum Cleaner at 3 m (10 ft.) Commercial Area Heavy Traffic at 90 m (300 ft.) --60-- Normal Speech at 1 m (3 ft.) Quiet Urban Daytime --50-- Large Business Office Dishwasher in Next Room Quiet Urban Nighttime --40-- Theater, Large Conference Room (Background) Quiet Suburban Nighttime --30-- Library Quiet Rural Nighttime --20-- Bedroom at Night, Concert Hall (Background) --10-- Broadcast/Recording Studio Lowest Threshold of Human Hearing --0-- Lowest Threshold of Human Hearing Source: Caltrans, Technical Noise Supplement, Traffic Noise Analysis Protocol. September, 2013. Life Time Westlake Pickleball May 5, 2022 www.SaxNoise.com Town of Westlake, TX Page 4 of 11 Job #220403 \\SAXDESKTOPNEW\Job Folders\220403 LT Westlake TX Pickleball\Word\220403 LT Westlake TX Pickleball 5-5-22 LS.docx SAXELBY ACOUSTICS Acous}Ica Nolsa Vlhro}Ion Effects of Noise on People The effects of noise on people can be placed in three categories: • Subjective effects of annoyance, nuisance, and dissatisfaction • Interference with activities such as speech, sleep, and learning • Physiological effects such as hearing loss or sudden startling Environmental noise typically produces effects in the first two categories. Workers in industrial plants can experience noise in the last category. There is no completely satisfactory way to measure the subjective effects of noise or the corresponding reactions of annoyance and dissatisfaction. A wide variation in individual thresholds of annoyance exists and different tolerances to noise tend to develop based on an individual's past experiences with noise. Thus, an important way of predicting a human reaction to a new noise environment is the way it compares to the existing environment to which one has adapted: the so-called ambient noise level. In general, the more a new noise exceeds the previously existing ambient noise level, the less acceptable the new noise will be judged by those hearing it. With regard to increases in A -weighted noise level, the following relationships occur: • Except in carefully controlled laboratory experiments, a change of 1-dBA cannot be perceived; • Outside of the laboratory, a 3-dBA change is considered a just -perceivable difference; • A change in level of at least SABA is required before any noticeable change in human response would be expected; and • A 10-dBA change is subjectively heard as approximately a doubling in loudness, and can cause an adverse response. Stationary point sources of noise — including stationary mobile sources such as idling vehicles — attenuate (lessen) at a rate of approximately 6-dB per doubling of distance from the source, depending on environmental conditions (i.e. atmospheric conditions and either vegetative or manufactured noise barriers, etc.). Widely distributed noises, such as a large industrial facility spread over many acres, or a street with moving vehicles, would typically attenuate at a lower rate. Life Time Westlake Pickleball May 5, 2022 www.SaxNoise.com Town of Westlake, TX Page 5 of 11 Job #220403 \\SAXDESKTOPNEW\Job Folders\220403 LT Westlake TX Pickleball\Word\220403 LT Westlake TX Pickleball 5-5-22 LS.docx SAXELBY ACOUSTICS Acous}Ica Nolsa Vlhro}Ion EXISTING AMBIENT NOISE LEVELS The existing noise environment in the project area is defined primarily by local roadway traffic and aircraft flyovers. Saxelby Acoustics conducted a short-term noise measurement survey at three sites in the project vicinity to quantify the existing ambient noise environment at the project site. Noise measurement locations are shown on Figure 2. A summary of the noise level measurement survey results is provided in Table 2. Appendix B contains the complete results of the noise monitoring. The sound level meter was programmed to record the maximum, median, and average noise levels at the project site during the survey. The maximum value, denoted Lmax, represents the highest noise level measured. The average value, denoted Leq, represents the energy average of all of the noise received by the sound level meter microphone during the monitoring period. The median value, denoted L50, represents the sound level exceeded 50 percent of the time during the monitoring period. A Larson Davis Laboratories (LDL) model 831 precision integrating sound level meter was used for the ambient noise level measurement survey. The meter was calibrated before and after use with a CAL 200 acoustical calibrator to ensure the accuracy of the measurements. The equipment used meets all pertinent specifications of the American National Standards Institute for Type 1 sound level meters (ANSI S1.4). TABLE 2: SUMMARY OF EXISTING BACKGROUND NOISE MEASUREMENT DATA Site Date Daytime Leq Daytime L50 Daytime Lmax ST-1 4/26/22 3:00 PM 55 54 61 ST-2 4/26/22 3:16 PM 52 51 70 ST-3 4/26/22 3:31 PM 55 54 67 Notes: • All values shown in deA • Daytime hours: 7:00 a.m. to 10:00 p.m. • Nighttime Hours: 10:00 p.m. to 7:00 a.m. • Source: Saxelby Acoustics 2022 Life Time Westlake Pickleball May 5, 2022 www.SaxNoise.com Town of Westlake, TX Page 6 of 11 Job #220403 \\SAXDESKTOPNEW\Job Folders\220403 LT Westlake TX Pickleball\Word\220403 LT Westlake TX Pickleball 5-5-22 LS.docx SAXELBY ACOUSTICS Acous}Ica Nolsa VVhro}Ion REGULATORY CONTEXT FEDERAL There are no federal regulations related to noise that apply to the Proposed Project. STATE There are no state regulations related to noise that apply to the Proposed Project. LOCAL Town of Westlake General Plan Sec. 102-183. - Noise. a) Measurement. Measurement of noise shall be made at the residential property line with a sound level meter and octave band analyzer meeting the standards prescribed by the American Standards Association. b) Noise level at residential property lines. 1. Nighttime noise level. Noise levels shall not exceed 49 dBA at a residential property line between 7:00 p.m. and 7:00 a.m. 2. Daytime noise level. Noise levels shall not exceed 56 dBA at a residential property line. 3. Octave band standards. Noise in any octave band shall not exceed standards set out in Table 3: TABLE 3: NOISE STANDARDS' Octave Band Range (cps) Decibel Band Limit (dB re 0.0002 microbar) 37-75 80 75-150 68 150-300 61 300-600 55 600-1200 51 1200-2400 48 2400-4800 45 4800-9600 43 A scale (for monitoring purposes only) 56 Noise level adjustments: Nighttime noise-7 p.m. and 7:00 a.m. subtract 7 db Impulsive noise 2 subtract 7 db z At no point along the bounding property line of any lot or parcel in a residential district shall the sound pressure level of any operation or activity exceed the decibel limits specified in the octave band groups designated 2Meter reading changes at a rate greater than ten db per second Life Time Westlake Pickleball May 5, 2022 www.SaxNoise.com Town of Westlake, TX Page 7 of 11 Job #220403 \\SAXDESKTOPNEW\Job Folders\220403 LT Westlake TX Pickleball\Word\220403 LT Westlake TX Pickleball 5-5-22 LS.docx SAXELBY ACOUSTICS Acous}Ica Nolsa Vlhro}Ion c) Higher ambient noise levels. Where ambient noise levels from traffic or multiple sources already exceed the standards, the subject source may not increase that existing noise level. d) Public facilities and activities excluded. Public facilities and activities are excluded from this standard. Such activities may include: Any activity the town or its agents conduct in pursuit of its usual activities such as trash removal, police and fire protection. Any public event such as concerts and other events sponsored by a public or nonprofit organization. (UDC 1994, art. VII, § 4) EVALUATION OF PROJECT OPERATIONAL NOISE ON EXISTING SENSITIVE RECEPTORS The primary noise source on the proposed project site would be operational noise from four proposed pickleball courts. The data used for the noise modeling for the proposed project is Saxelby Acoustics data collected from similar operations. Saxe IbyAcoustics assumes that courts could be used during nighttime (7:00 pm to 7:00 am) hours. Therefore, this analysis looks at compliance with the Towns nighttime noise standards which are 7 dBA lower than the daytime (7:00 am to 7:00 pm) hours. Pickleball Court noise level is expected to produce noise levels of approximately 58 dBA Leq at 25 feet from the edge of the court. This data was used along with measured octave band sound pressure levels for Pickleball play. Saxelby Acoustics used the SounclPLAN noise prediction model. Inputs to the model included sound power levels for the proposed amenities, existing and proposed buildings, terrain type, and locations of sensitive receptors. These predictions are made in accordance with International Organization for Standardization (ISO) standard 9613-2:1996 (Acoustics — Attenuation of sound during propagation outdoors). ISO 9613 is the most commonly used method for calculating exterior noise propagation. Figure 3 shows the operational noise contour map at each of the closest residential lots. Table 4 shows the spectrum of the operational noise pertaining to the Town's octave band noise standards at the nearest residential land use. TABLE 4: PICKLEBALL NOISE SPECTRUM AT NEAREST RECEIVER Octave Band Sound Pressure Level, dB No. Total, 63 Hz 125 Hz 250 Hz 500 Hz 1k Hz 2k Hz 4k Hz 8k Hz dBA Pickleball Noise 7 12 18 13 38 30 19 9 39 Level at R2 Limit (Night) 73 62 54 48 44 41 38 36 49 Ambient 62 54 50 51 53 43 38 41 55 Notes: Source: Saxelby Acoustics 2022 Based upon the Table 4 data, the project is predicted to comply with the nighttime octave band sound limits of the Town of Westlake. Additionally, the project is predicted to generate noise levels less than existing measured ambient noise levels. Life Time Westlake Pickleball May 5, 2022 www.SaxNoise.com Town of Westlake, TX Page 8 of 11 Job #220403 \\SAXDESKTOPNEW\Job Folders\220403 LT Westlake TX Pickleball\Word\220403 LT Westlake TX Pickleball 5-5-22 LS.docx R9: 10 dBA Mur- Life Time Westlake Pickleball Courts Town of Westlake, Texas Figure 3 Project Noise Contours (dBA Leq) Signs and symbols Property Line ® Proposed Building Levels in dB(A) a= 49 1149 - 50 50 - 51 51 - 52 52-53 53 - 54 54 - 55 55-56 a 56 1 : 1300 0 5 10 20 30 40 m (((ACOUSTICS XELBY ii SAXELBY ACOUSTICS Acous}Ica Nolsa Vlhro}Ion CONCLUSIONS The proposed project is predicted to comply with the Town of Westlake nighttime noise level standard of 49 dBA, as well as the Town's nighttime octave band sound level limits. Additionally, project noise levels are predicted to be less than ambient noise levels, as shown in Table 4. Life Time Westlake Pickleball May 5, 2022 www.SaxNoise.com Town of Westlake, TX Page 10 of 11 Job #220403 \\SAXDESKTOPNEW\Job Folders\220403 LT Westlake TX Pickleball\Word\220403 LT Westlake TX Pickleball 5-5-22 LS.docx SAXELBY ACOUSTICS Acous}Ica Nolsa VVhro}Ion � REFERENCES American National Standards Institute. (1998). [Standard] ANSI S1.43-1997 (R2007): Specifications for integrating -averaging sound level meters. New York: Acoustical Society of America. American Standard Testing Methods, Standard Guide for Measurement of Outdoor A -Weighted Sound Levels, American Standard Testing Methods (ASTM) E1014-08, 2008. ASTM E1014-12. Standard Guide for Measurement of Outdoor A -Weighted Sound Levels. ASTM International. West Conshohocken, PA. 2012. ASTM E1780-12. Standard Guide for Measuring Outdoor Sound Received from a Nearby Fixed Source. ASTM International. West Conshohocken, PA. 2012. Barry, T M. (1978). FHWA highway traffic noise prediction model (FHWA-RD-77-108). Washington, DC: U.S. Department of transportation, Federal highway administration, Office of research, Office of environmental policy. California Department of Transportation (Caltrans), Technical Noise Supplement, Traffic Noise Analysis Protocol, September 2013. California Department of Transportation (Caltrans), Traffic Noise Analysis Protocol, May 2011. Egan, M. D. (1988). Architectural acoustics. United States of America: McGraw-Hill Book Company. Federal Highway Administration. FHWA Roadway Construction Noise Model User's Guide. FHWA-HEP- 05-054 DOT-VNTSC-FHWA-05-01. January 2006. Hanson, Carl E. (Carl Elmer). (2006). Transit noise and vibration impact assessment. Washington, DC: U.S. Department of Transportation, Federal Transit Administration, Office of Planning and Environment. International Electrotechnical Commission. Technical committee 29: Electroacoustics. International Organization of Legal Metrology. (2013). Electroacoustics: Sound level meters. International Organization for Standardization. (1996). Acoustic - ISO 9613-2: Attenuation of sound during propagation outdoors. Part 2: General methods of calculation. Ginevra: I.S.O. Miller, L. N., Bolt, Beranek, & and Newman, Inc. (1981). Noise control for buildings and manufacturing plants. Cambridge, MA: Bolt, Beranek and Newman, Inc. Sound PLAN. SouncIPLAN GmbH. Backnang, Germany. http://www.soundplan.eu/english/ Westlake, Texas Code of Ordinances. April 3, 2019. Online: https://library.municode.com/tx/westiake/codes/code of ordinances?nodeld=COOR CH102ZO ARTVIPEST DIVIGE S102-183NO Life Time Westlake Pickleball May 5, 2022 www.SaxNoise.com Town of Westlake, TX Page 11 of 11 Job #220403 \\SAXDESKTOPNEW\Job Folders\220403 LT Westlake TX Pickleball\Word\220403 LT Westlake TX Pickleball 5-5-22 LS.docx Appendix A: Acoustical Terminology Acoustics The science of sound. Ambient Noise The distinctive acoustical characteristics of a given space consisting of all noise sources audible at that location. In many cases, the term ambient is used to describe an existing or pre -project condition such as the setting in an environmental noise study. ASTC Apparent Sound Transmission Class. Similar to STC but includes sound from flanking paths and correct for room reverberation. A larger number means more attenuation. The scale, like the decibel scale for sound, is logarithmic. Attenuation The reduction of an acoustic signal. A -Weighting A frequency -response adjustment of a sound level meter that conditions the output signal to approximate human response. Decibel or dB Fundamental unit of sound, A Bell is defined as the logarithm of the ratio of the sound pressure squared over the reference pressure squared. A Decibel is one -tenth of a Bell. CNEL Community Noise Equivalent Level. Defined as the 24-hour average noise level with noise occurring during evening hours (7 - 10 p.m.) weighted by +5 dBA and nighttime hours weighted by +10 dBA. DNL See definition of Ldn. IIC Impact Insulation Class. An integer -number rating of how well a building floor attenuates impact sounds, such as footsteps. A larger number means more attenuation. The scale, like the decibel scale for sound, is logarithmic. Frequency The measure of the rapidity of alterations of a periodic signal, expressed in cycles per second or hertz (Hz). Ldn Day/Night Average Sound Level. Similar to CNEL but with no evening weighting. Leq Equivalent or energy -averaged sound level. Lmax The highest root -mean -square (RMS) sound level measured over a given period of time. L(n) The sound level exceeded a described percentile over a measurement period. For instance, an hourly L50 is the sound level exceeded 50% of the time during the one -hour period. Loudness A subjective term for the sensation of the magnitude of sound. NIC Noise Isolation Class. A rating of the noise reduction between two spaces. Similar to STC but includes sound from flanking paths and no correction for room reverberation. NNIC Normalized Noise Isolation Class. Similar to NIC but includes a correction for room reverberation. Noise Unwanted sound. NRC Noise Reduction Coefficient. NRC is a single -number rating of the sound -absorption of a material equal to the arithmetic mean of the sound -absorption coefficients in the 250, 500, 1000, and 2,000 Hz octave frequency bands rounded to the nearest multiple of 0.05. It is a representation of the amount of sound energy absorbed upon striking a particular surface. An NRC of 0 indicates perfect reflection; an NRC of 1 indicates perfect absorption. RT60 The time it takes reverberant sound to decay by 60 dB once the source has been removed. Sabin The unit of sound absorption. One square foot of material absorbing 100% of incident sound has an absorption of 1 Sabin. SEL Sound Exposure Level. SEL is a rating, in decibels, of a discrete event, such as an aircraft flyover or train pass by, that compresses the total sound energy into a one -second event. SPC Speech Privacy Class. SPC is a method of rating speech privacy in buildings. It is designed to measure the degree of speech privacy provided by a closed room, indicating the degree to which conversations occurring within are kept private from listeners outside the room. STC Sound Transmission Class. STC is an integer rating of how well a building partition attenuates airborne sound. It is widely used to rate interior partitions, ceilings/floors, doors, windows and exterior wall configurations. The STC rating is typically used to rate the sound transmission of a specific building element when tested in laboratory conditions where flanking paths around the assembly don't exist. A larger number means more attenuation. The scale, like the decibel scale for sound, is logarithmic. Threshold The lowest sound that can be perceived by the human auditory system, generally considered of Hearing to be 0 dB for persons with perfect hearing. Threshold Approximately 120 dB above the threshold of hearing. of Pain Impulsive Sound of short duration, usually less than one second, with an abrupt onset and V LLf rapid decay.A L f Simple Tone Any sound which can bejudged as audible as a single pitch or set of single pitches. (`�,ACOUSTICS Acouslics Noise Vlbronon Appendix B1 : Short Term Noise Monitoring Results Start: 2022-04-26 15:00:20 Stop: 2022-04-26 15:10:29 SLIM: Model831 Serial: 2893 Site: ST-1 Project: Life Time Westlake Pickleball Court Meter: LDL 831-4 Location: South-West of Project Boundary Calibrator: CAL200 Coordinates:32.97797°,-97.17273° Measured Ambient Noise Frequency Spectrum 80 70 Q 60 v 50 �m mmm mmm J 40 m m v ® ® m m m VI v 30 ® ®®mm® ®mmm®®® L 20 m 10 m f Overall 1/3 Spectra 0 Max 1/3 Spectra 0 h o 0 0 0 0o ti� o0 0o ho ti� o0 00 ,o 00 0o ho 00 00 0o ho 00 00 00 00 1/3 Octave Band Center Frequency Appendix 132 : Short Term Noise Monitoring Results Start: 2022-04-26 15:16:15 Stop: 2022-04-26 15:26:53 SLIM: Model831 Serial: 2893 Site: ST-2 Project: Life Time Westlake Pickleball Court Location: West of Project Boundary Coordinates:32.97850°,-97.17268° 80 70 60 Q v 50 N 40 N N_ O Z 30 N 20 Gl 10 Meter: LDL 831-4 Calibrator: CAL200 Measured Ambient Noise Frequency Spectrum 62 60 60 68 65 56 56 55 55 55 66 50 51 60 49 48 48 48: 47 46 46 46 42 40 43 44 45 45 40 42 40 37 38 36 36 35 33 33 34 3q 34 36 30 31 31 �o f Overall 1/3 Spectra 0 Max 1/3 Spectra 0 h o 0 0 0o ho -, op 00 ,�o Q0 0o hp 00 00 & ho 00 00 00 00 �o. �� �o. ti ti ti T It, 3 0. �, o c do titi do do ��, 3ti b(o ho 03 �o 1/3 Octave Band Center Frequency Appendix 133 : Short Term Noise Monitoring Results Start: 2022-04-26 15:31:58 Stop: 2022-04-26 15:42:00 SLIM: Model831 Serial: 2893 Site: ST-3 Project: Life Time Westlake Pickleball Court Meter: LDL 831-4 Location: North-West of Project Boundary Calibrator: CAL200 Coordinates:32.97913°,-97.17271° Measured Ambient Noise Frequency Spectrum 80 70 60 v 50 m m m m m m .A40 mmmmmmmm m v 30 ® m®®®mm v L 20 Gl m 10 f Overall 1/3 Spectra 0 Max 1/3 Spectra 0 h o 0 0 0 0o ti� o0 0o ho 3ti� o0 00 ,�o 00 0o ho 00 00 0o ho 00 00 00 00 ti 0. � � � do titi ti� do ,�� 3ti �o ho 03 �o 1/3 Octave Band Center Frequency TOWN OF WESTLAKE ORDINANCE NO.942 AN ORDINANCE AMENDING ORDINANCE 202, AS AMENDED; APPROVING A SITE PLAN AMENDMENT FOR LOT 1R, BLOCK 3, WESTLAKE/SOUTHLAKE PARK ADDITION NUMBER ONE; PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING FOR A SAVINGS CLAUSE; PROVIDING FOR A PENALTY CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, on November 16, 1992 the Town Council of the Town of Westlake, Texas approved Ordinance 202 establishing the PD 1 zoning district; and WHEREAS, Section 5 of Ordinance 202 states that "any development with in PD 1 n of materially in accordance with the Site Plans [adopted by Ordinance 202] will require the subh-iission and approval of a new comprehensive site plan for such additional or substantially changed development..."; and WHEREAS, Section 5 of Ordinance 202 further states that "any requirement of a concept plan shall be deemed satisfied by the Site Plans.; and WHEREAS, on August 27, 2007, the Town Council of the Town of Westlake, Texas approved Ordinance 529, which amended Ordinance 202 by approving a comprehensive site plan amendmentto allow for two additional buildings; and WHEREAS, on March 10, 2008, The Town Council of the Town of Westlake, Texas approved Ordinance 588, which amended Ordinance 202 and approved various amendments to development provisions; and WHEREAS, on January 7, 2013, The Town Council of the Town of Westlake, Texas approved Ordinance 691, which amended Ordinance 202 and approved the partition of PD1 into three separate planning areas known as PD 1-1, PD 1-2 and PD 1-3; and WHEREAS, Upon the passage of Ordinance 691, Ordinance 202 was not repealed; and WHEREAS, on June 15, 2015, The Town Council of the Town of Westlake, Texas approved Ordinance 751, which amended Ordinance 202 by approving a comprehensive site plan amendment; and Ordinance 942 Page I of WHEREAS, on January 25, 2016, The Town Council of the Town of Westlake, Texas approved Ordinance 767,which amended certain PDl-1 development regulations and amended Ordinance 691; and WHEREAS, on March 28, 2016, The Town Council of the Town of Westlake, Texas approved Ordinance 774, which further amended certain PDl -1 development regulations and amended Ordinance 691; and WHEREAS, on August 27, 2018, The Town Council of the Town of Westlake, Texas approved Ordinance 862, which amended Ordinance 202 by repealing Ordinance 529; and WHEREAS, on September 24, 2018, The Town Council of the Town of Westlake, Texas approved Ordinance 865, which amended Ordinance 202 by approving a comprehensive site plan amendment for Lots 3 and 4, Block 2, Westlake/So uthlake Park Addition Number One; and WHEREAS, on January 28, 2019, The Town Council of the Town of Westlake, Texas approved Ordinance 876, which amended Ordinance 865 conditions; and WHEREAS, Ordinance 691 and Ordinance 202 serve to regulate the PD1-1 zoning district as amended; and WHEREAS, an application has been receivedto amendthe approved site plan for Lot 1 R, Block3, Westlake/Southlake Park Add ition Number One in order to redevelop the site for a new fitness center; and WHEREAS, following provision of proper legal notice, including written notice to ownerswithin the PD1-1 zoning district and within 200 feetof the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on October 25, 2021, by the Town Council; and WHEREAS, upon the recommendation of the Planning and Zoning Commission on October 11, 2021, the Town Council of the Town of Westlake, Texas is of the opinion that it is in the best interests of the Town and its citizens that the comprehensive site plan amendment be approved. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: Thatthe recitals set forth above are hereby incorporated herein, adopted by the Town and found to be true and correct. SECTION 2: That Ordinance 202, as amended, of the Town of Westlake, Texas be amended by approving a comprehensive site plan amendment on Lots 1 R, Block 3, Westlake/Southlake Park Addition Number One as depicted on Exhibit "A" subject to the fo (lowing coed itions: Ordinance 942 Page 2 of 5 A. All development, landscaping and lighting on the site shall be consistent with Exhibit "A"; B. The ground -floor view of the site from all adjacent residential properties shall be screened at all times through the planting and maintenance of living screening which may include a combination of trees and shrubs in addition to the vegetation shown on the approved landscape plan. In areas where existing tree cover is not present or insufficient, a significant amount of living screening shall be composed of evergreen vegetation in order to promote year-round screening. Said screening shall be installed not later than the issuance of the final Certificate of Occupancy; C. Where a conflict exists between the plans shown in Exhibit"A" and the other Town development regulations, including all PD1-1 development regulations, Exhibit "A" shall control, otherwise development on the Site shall comply with the Town of Westlake's regulations; D. All site signage shall be consistent with the signs shown in Exhibit "A". E. No business and/or service operations on the Site may occur between 12:00 a.m. (midnight) and 4:00 a.m., Monday through Sunday. F. All outdoor lighting fixtures on the site shall be completely shielded and cut-off from the view of any adjacent residential properties. Indoor lighting fixtures that are visible from any residential properties shall not create a nuisance and shall provide a minimal level of visibility through any combination of window treatments, shades, screens, tinting, etc. SECTION 3: That this Ordinance shall be cumulative of all other Town Ordinances an d all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 4: That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 5: This ordinance shall take effect immediately from and after its passage as the law in such case provides. SECTION 6: It is hereby declared to be the intention of the Town Council of th e Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section ofthis Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same Ordinance 94 Page 3 of 5 would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 7: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 25th DAY OF OCTOBER 2021. ATTEST: Todd Wood, Town Secretary APPROV AS FORM: L. ,t nton o y Jbwn Attorney ✓ All +. Laura Wheat, Mayor Amanda DeGan, Town Manager 6� ,, OF wEs �O m TE X PS Ordinance 942 Page 4 of 5 EXHIBITS EXHIBIT A SITE PLAN AMENDMENT PLANS Ordinance 942 Page 5 of 5 LIFETIME HEALTHY WAY OF LIFE SITE PLAN SUBMITTAL A PROJECT OF LIFE TIME - WESTLAKE 2902 SAM SCHOOL ROAD WESTLAKE, TEXAS 76262 SEPTEMBER 21, 2021 SHEET LIST SHEET NUMBER SHEETTITLE l ti aim Clol SITE PLAN { Y� y� • - - �- � i�"'�LCI.00 OVERALL LINE OF SITE EXHIBIT SCAPE PLAN F1.assser.D iPnTioNawa N , � ] Y fi K 0JTD-R POOL DECK FIRST — PLAN SECOND PLAN 1 GF5 57E F.GPRNG RF.S EVE MR. SIM RENDERING BIRDS EYE MEW NIGW OWNER/DEVELOPER LIFE TIME HEAD THY WAl OF LIFE ~~ 2900 CORPORATE PLACE R CHANHASSEN, MN 55317 _ PHONE:(952`401-2477 CONTACT: MEGAN EATON EMAIL: MEATON@LT.LIFE ARCHITECT M LIFE TIME A ., - OFF SITE ----- 2900 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (952}229-7047 c CONTACT: JAY SPARKS -w-- h EMAIL: JSPARKSI ENGINEER ' Kimley))Horn n Iffoll 1� 13455 NOEL ROAD, TWO GALLERIA OFFICE, SUITE ,-- 700 DALLAS, TEXAS 75240 PHONE: 972-770-1300 CONTACT: NEDA HOSSEINY, P.E. TEXAS REGISTERED ENGINEERING FIRM NO. F-928 LOCATION MAP N.T.S. c000 rl '' VICINITY MAP �~ 1; � ��y',?y����•�-�.'-ie?• ; 1 �! � / SITE a i • v - ��-.��r' ti. r,'"�'f � � Y 'IBI94�'r � �W 4� �„ r •: by L ti� r1 �G?�O Al �i SP�ps%` _ c6 / I ♦ss'�Va,_ R. 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I I II. 1OF MULCH"­ J.HEll—L"ONT101 'L — `- E"""O.FHRI FAVEALBAREA 11 AND EI-TREE RON F-AFE, I.O.C.—BICRATIRICIEF—C.. 7EROWBALL FE1NF=DDEGINATNCCTRA.1 co -..R-AR)IE1RAA—I1A.NTR1I1C "'E' "NL"M U "I FORIER—A. z LU —­ RAL E CRITTICINFROBRALARABI < ORRINAL... —j co DI "L""' N11111 I NO. LEAC-LINCICTE'. OR.H.CNARE od ==. FOR. U) I IT I IIII'M I LC RNER CR . C. III OREINAL.—INTA11N.— TIJ�101'1�"�111 ILILI�l TIE 22 A— NATT. II NEA TT C — FIT ITA. L—ONC I IN R.O. E. F.R. Tl="IR� I' 'N'T'Oj-IM1AGT'�'-T T�fNTU�N1�1 < I F, =11NDIELME-10FIE C I.,II ill L7 �C Nl IOLE W I. LO INFIRL ARR III IT. XNIARNE F111-1— 'O_ A—ASNEC-1— N < , RRE°arvax A I F_BC RIARNER C. R— U) IN. 1-11INIL—TIA11 —III—FY ECTIOM AND LOOBEI EDEI 11 11RING IT A= A "IE OO1MZ I I'll FAICELIO.1,1"IDIR III IAI NRAFF 'R MO., FABRICC ANO ETRAFFING 'N"INMM I.NC —NO TO E-O. OF — I AE=1'NI IMILCH IMIR) OR I C=21 IARRC1 ANI N.111R. 4 11 MUII 11111111111 111111AL NI IN IN ANC -PE BEN OFEEN NI N LANOI-E BE. 111EIT N1. Tree Planting (Poor Drainage Condition) Typical Tree Planting (Up to 3" Caliper) SHEETNUMBER Scale:: NT: c SCRI.: NM A LP 3.02 x� 0 xEM FEEAA.x DNII1NT.1aPmxce,�„STlmems.uxel xffPuns1,1N. Ner` eTMs ��0 m . T" _ Op iu FRONI — — — — 1=III=III=III=111— =111 III=I =11_I=III=III=III-III=III-1_I1-1i' BESBEST MEOFSrxaam III-1I1=1I1-1 a�KOFen� (x�nxx xExarexeu lxs_s. _ Shrub Planting at Sidewalk I xo° a°u o'xe`nsr.Wm aps` x L u i Scale NTS IF £N pp x PFNPxFxv RAMEY¢DMPACrte T w LL I. FLANI v�.. 0c:`�uaON­ mMaxAEaamxAr ^ xt � m�xD a�clxwTlaxa) ^ Qa m c Rrsxm s.ADe. S Y x a— .—.,.A E.IIIII_ 4-T xesraxamx a° N w SECURE MRIaTDx­ G° ExuEAERlearAMES f f III —III— C qp Wm Ana"axxxawxT xxxce xe-0.Ix.cmx axm„` xx x —ICI—III—I = rc S xwmnc xu—znrux°scnxE am nxExv°xexT A..,u� xwreuswnrx xeerxE axSO ADDAIDID E xx°e wauxemm i $ �� O scAxirvmnax AND smesaE""INe xn serxoars.uauu°Isr.m°sr—suesax Wp� "7®cxasxouxmee %_1 T_A I Mlll0e 11 _Il1-III= —III—I w METAL EDGING (AT ROCK COBBLE BED) J Shrub Planting at Fire Hydrant I C Typical Shrub Planting Ts.2, C Scale:l 1/2" =1'-D• Scale: NTS Scale: MS °� III III-III-III=III— II—III=III=III=III=III=1 I I 1�1-1�1 1�1- , II III III ICI-1�1-1�1 III, AAAIuxAensRm �cAxax OTO.Ne xwew Eoawc srenON muRE Decomposed Granite I Seal. 1 1/2=1.-W RE RDj Sea— .,^" .,^°' .�nO snnx sxEmxurlxns sol, asD��,xeE. " pp5 III=III=III=I I=III=III=III-III -.NO sxEcxx rlcxs 1=III=III=III .III=III=III— — °w—am SOIL mxxsDEl. F` xxuawmx�EFFIl arxs °nnx erxissxem MsxRueva° mx, ALDPE -1 I —III —III —III Shrub Planting at Building Edge I D Scale: NTS yam axrrs�s"AsTENIivsnE. waw xN e °_'S 1'�1a.E I. NTIemN aex M 11NTllcae1R,11 xs,.xe 1I I— mIEru °exmTau° -1 II FINISI GIME RerEamae xxsaaxoE —II_ —NG5L� III=11—III— 1-11-III—_ _ LO IN, FOIL -11 1111111 111 —l—III- RED a ED Dx°DxOc°aq mff xoxs) Ax.'�oem. xxisxm cxoue x°sioEs ov —lll�lli III— ""^ as"T A.' I—vraee" "T" III, METAL EDGING (AT TURF & LANDSCAPE BED) 11 H Shrub Planting at Curb I /'� Shrub Planting On 5-50% (201 TO 2:1) Slope 1E Typical Groundcover Planting A Scale: 1 1/2" =1'-0'11 Scale: NTS U Scale: NTS C Scale: NTS H 0 Z_ to F U z w J (n D cA6 U) Of I � Q z~ Qw H� SIEETNUMBER LP 3.03 GENERAL LANDSCAPE SPECIFICATIONS AND NOTES 10w&-V*Horn SIEETNUMBER LP 3.04 (:n�!P:HQ�TOM�ETRIC SITE PLAN -WITH NIGHT SWIMMING GENERALNOTES (2)_LOILE BASE DETAIL ,\BOLLARD BASE DETAIL LIGHT FIXTURE SCHEDULE mu���wn W-01" LIFE TIME' HEALTHY WAYOF LIFE 11 DRAWING LOG II T,— tETE AN,�o _F --N E0.2 ISSUEDFORR—EW GENERALNOTES (:� �PH��OTIOM�ETIRIIG SITE PLAN -WITHOUT NIGHT SWIMMING LIFE TIME' HEALTHY WAYOF LIFE X -0 Co W F1 ', 0 w -51, 0 U) E U) mg U) , w CA (D 04 11 DRAWING LOG II EO.2A T-AT- MAX CIUME HH4^LE7 • 0 '2- iYI7e� YVEI' CH[e ASWT LED f LED well L.—, /1"'.= j FIXTURE TYPE D FIXTURE TYPE 04 MART ' HI14-111) t J LIFE TIME` HEALTHY WAY OF LIFE x N N X N w O 10 `e a Q E Y ep 0 U N w N W \j N 11 DRAWING LOG II E0.3 ISSUDFORR-EW Mirada Medium (MRM) ��......_..._...Y_.. _-ram..._—.. �......v.._. ...-��..... Mlndl MoO" OYldo LED Any Ligm 0 Mind. Ma" O Rdo LED M■■ UUM S 0 0 a ©c>fmo©©©om 0 oiQ©o©c7c�ocm EoIoa©oo©oom� 000©®© ocrmmmmm q�R1Tr-iR7t17RL7 o calls caocw mmm© m©mm m 0 mm ood�� FIXTURES TYPE P1, P2, P3, P4, PD7. PD2 & PD3 LIFE TIME` HEALTHY WAY OF LIFE Ml.hda ryodlum Outcl r LED A'" Ught 4 4 X • — F— Co ■ ■ X N w d (D �...... ,..r.,� wrw.....r.aa J f— m D W N y \j N 0 Mirada Mudium Outdoor LED A... Light ©D� BE K 11 DRAWING LOG II E0.4 �ssDEOFaRR�,IGW RIMLIGKnNG Q 4 Q ` rr riww —,—. r.sw, ... • RIMLIGHTING FIXTURE TYPE R6 r tll(—Lighatng Group ZXL2ai cw,aw�kc ,�r.aw. lr�Ml� �I w FIXTURE TYPE R7 ®'fir. I -I LIFETIME' HEALTHY WAY OF LIFE EMLIGKnNG IL9 N LLi 51, `Y a V)� H eY �- U) Ca " 0 r LLI CA aN 11 DRAWING LOG II w w x u, —E F..s.A�p. U suev � W O F- O 2 a �* �E0.5 ISSUDFORR—EW Milli ENI (�)E�,11111111RIIEIAI WST-ITURE ( D VIGN- I- UMENT SIGN 112- 'I F—FE L F1 Aft t!T—To Im A&ST—TF%F"1T5'E'S'T0 — 0, ""� OEFERR5 AND A— .T. _T ADDRTE.SMATGNHA3E JqF�C �AF ..E t LOG E ­ RS I C11T11 Ro EPROTGNED.�ELAT UT OUT A— NUM "TE ... FE _E 2 2'9 I AL —Ell T"El IEEPIEIERIEIIAINELMOI"TE""II—EIFI-L T. E I EE1 —E— M ­= 1`— .1 TNEL—ALL B D E AN—E. 'TNE'Z- 1-1— R- -N—E-EEN -- 'LIFE T To `E —D.N. — NU. —1— NS— W—'A'5,PPI.T�' E. Aui �Nm C, . ........ L'AT— 'T.—E—. L F � _T_ I ALL LITTEII TI 1E I" 1EE1 1E1E11E IIATN�N.EL.�TQULN�T.Ep.2A",���M "�E 0-5— [�l —ALLLL LET * �E 'A 1"'TERI,�E�1.1-1— 11TED—­NF7�—E.1—.---7 -"T SITE SIGNS MAIN BUILDING SIGNS Westlake, TX SIGNAGE As indicated r-� LIFE TIME' IN TN HEALTHY WAY OF LIFE DINNG TABLE (TYP) OUTDOOR RINSE SHOWER IIHUl:7xy�ilNLl SPA - OUTDOOR :..�...�...� Omni Omni OOmi �..� LOm11111 # a P1 �� P94� i ■ aP ♦� P; a O 1 ■ � ---■ r --E *� ap 1 ■ 1 ■ r � ■ 1 ■ ■ i 7 # ~i 7 1 ■ma mall. room ■■ ■■ # �r r r rr rr man J i ftft ! aft • i INN r ■ t i LEISURE POOL # 1 OUTDOOR ! 4L- i + r 1111111111111111 loll I rille roil long Westlake, TX FENCE LINE (TYP) POOL LAP TIMER CANOPY (TYP) LOUNGE CHAIR (TYP) WATER SLIDES OUTDOOR POOL DECK 3/32"=,�_o� 7*N LIFE TIME' PN TN HEALTHY WAY OF LIFE Westlake, TX FIRST PLAN FLOOR 3/32" - V-0 - LIFE TIME' PN TN HEALTHY WAY OF LIFE "TZ; arox crop �� � °xeo.Aox°l:� �� i7" JIM T Air, C _ OW t F Norm •j'' KEY ��A. ML.. �k- Ear �•� 4 y •�rl.i�„`yy •; �+ � �-y• ''1 ..• i „•, may• �^ • •- ' i' J •�'• �' .. .1 •' srp'p - I. �e •-.•. - x. � '�, a ,s j��'• a.: , j•� • � - .Yii _ - y'.1�1e� '�, v}7�.y� ro � `L`�. - 3' � 'Q`t,. -- _ _ y r ` -cif - *� I33' :� . •1 -' -•' 1 ..,y�,� . „� e 4 '• g+r gyp„" = _ r� - - ryWr .F r'J ''� _ -•ram �....� •1� `Y ,� ��V�a. -«� Y�. _ may_ x �v�..-.. N• �. , - - 1W r� _ �. :�. "tom _- ~�• - "-_lam ' - '•� "y.: �,. ;.erg'• t • '�_ �S� ,s ,f t x Planning and Zoning Commission Item #7 ADJOURNMENT