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Item 7A - Plans;XHIBIT A - Site Plan Exhibit OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL 1420 OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL r 1001 1 r�1 t I 1 490 577 iT ■ OWNER: TXCRE LC ZONING: NRPUD LAND USE: OFF( E COMMERCIAL OWNER: TXCRE LLC ZONING: NRPUD LAND USE: UNDEVELOPED NONRESIDENTIAL OWNER: WILKS SOUTH LAKE DEVELOPMENT L ZONING: NRPUD LAND USE: MIXED USE �l u OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPERTY PROPOSED PROPERTY ACQUISITION (ZONING CHANGE FROM NRPUD TO SP1 I PROPOSED IMPROVEMENTS (PAVED AREA 2) OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL PROPOSED IMPROVEMENTS (PAVED AREA 1) � f PROPOSED IMPROVEMENTS (WET WELL AND LIFT STATION) 1050 OWNER: SOUTHLAKE CITY ZONING: NRPUD LAND USE: FLOOD PLAIN OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPERTY OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPER 3 20 .% \ - I% OWNER: TRINITY RIVER AUTHORITY OF TX ZONING: SP1 , LAND USE: OFFICE COMMERCIAL I ' 0000 NAME: KIRKWOOD/SABRE LINEAR PARK OWNER: CITY OF SOUTHLAKE ZONING: RPUD LAND USE: MEDIUM DENSITY RESIDENTIAL ri ,I r s i 1 E, TX AREA MAP NO SCALE - ' PROJECT SITE ` 3200 N WHITE CHAPEL BLVD SOUTHLAKE, TX, �-� 76092-� F r:I IIII� l\ � ■■ 1� VICINITY MAP NO SCALE 0' 35' 75' 110, (IN FEET) Map Data from: https://southlake.maps.arcgis.com/apps/webappviewer/index.htmI?id= 3ddafd7070b84a589dOd29b41218130b Zoning Case #: ZA24-0019 EXHIBIT A - Site Plan Exhibit SURVEY CONTROL POINT # NORTHING EASTING ELEVATION DESCRIPTION 5/8"IR W/CAP 1 7044017.12 2380261.80 582.02 STAMPED "REFERENCE POINT" MAG-NAIL IN 2 7044114.47 2380510.99 574.04 ASPHALT 3 7044020.66 2380526.21 576.17 X IN CONCRETE GEOTECHNICAL BORES BORE ID BORE DEPTH NORTHING EASTING B-16 60.0' 7043926.34 2380419.83 B-17 60.0' 7043932.15 2380464.82 B-18 60.0' 7044062.36 2380460.93 B-19 60.0' 7044086.26 2380506.89 TEST HOLE DATA BORE ID BORE DEPTH NORTHING EASTING TH-1 5.8' 7044014.04 2380268.64 TH-2 6.5' 7044014.10 2380343.00 SURVEY NOTES: 1. CONTROL IS BASED ON NAD83 (2011) USING TEXAS STATE PLANES, NORTH CENTRAL ZONE, AND ELEVATIONS ARE BASED ON NAVD88. DATE RECEIVED: APRIL, 12, 2021 2. GEOTECHNICAL BORINGS WERE COMPLETED ON 2022-12-07 BY KLEINFELDER. 3. TEST HOLE DATA DONE ON 2023-03-29 BY THE RIOS GROUP. \` OWNER: EASEMENT AND RIGHT-OF-WAY / O USACE TRINITY RIVER AUTHORITY OF TEXAS y� No. D212153806 O.P.R.T.C.T. / O JULY 27, 2012 - i J/\ Id _ mod- ld Id Id PARCEL 21 FURTHER DESCRIBED IN l j T i = VOLM UE 13679, PAGE 125 8" SS ' - \ / D.R.T.C.T. � LO LO In ° (n i 50' EMERGENCY ACCESS, Oy / �/ W a ° . ° LO B-19 UTILITY & DRAINAGE EASEMENT'' I N CABINET A, SLIDE 7212 -o ° p P.R.T.C.T. �� /� h3 X ° O 6B-18 / 8 EP RMANENT PEDESTRIAN / Lu EXISTING5): FIRE HYDRANT - EXISTINGI C 27" PVC SS ZD16 ,8- A \ / ACCESS EASEMENT � LOT 4R1, BLOCK 1 / X SABRE GROUP CAMPUS O ADDITION / - - 2' W CABINET A SLIDE 12216 EXISTING 20" FM P.R.T.C.T. � / ° •a ° ,• o • OWNER: I TRINITY / RIVER 0 AUTHORITY OF TEXAS / TH-1� 20 FM TH- 2-N_o �° if7777�,% a a `b ° O 00 / EXISTING MAIN / s ' j�cbQ) o� / ° KIRKWOOD LIFT / O h� ,�'� STATION -5 a c, QIT �I / If LZ Ln, Lr)_ pIA 8 \ EASEMENT AND RIGHT-OF-WAY , / / / ( EXISTING a w TRINITY RIVER AUTHORITY OF � / � ELECTRICO LOT 3 BLOCK 1 TEXAS BUILDING O � ,• . • ° • TEXAS WHEELHOUSE, LLC. , cpU? No. D212153806 O CABINET A SLIDE 7214 r� O.P.R.T.C.T. D� I JULY 27, 2012 M.R.T.C.T. ` � / � 6 8"� \ \ PARCEL 19 DI FURTHER DESCRIBED IN / / / / / / / CITY OF SOUTHLAKE l VOLUME 13679, PAGE 126 20' UTILITY "A8" \ \ D.R.T.C.T. _ / � / / �� EASEMENT \ / p / / / / 17/ 20' / VOL 13218, PG 339 D.R.T.C.T. ®B 16 / o1A18' I \ I h�� / GO�� / / o _� v \ OVERFLOW EASEMENT o�Q"�-�� / U) CITY OF DIA18 I 1 1 TRACT NO. C-2560 �cJ�� P�,�' / c� � = EXISTING 1� = SOUTHLAKE 0 sC' 83� \� I \ VOLUME 4558, PAGE 505 � �C.G,r\��/�zo 27" PVC SS N � AS SHOWN IN o \ I CABINET A, SLIDE 7212 �^ / 1 ' o'� `` I I P.R.T.C.T. I I 91. Oy J / cb / O \ A D,IA 18 I`n\ -18 6 DIA EASEMENT: / / Oy 1 0- TEXAS POWER & LIGHT COMPANY 4I / VOLUME 8078, PAGE 2033 v/ /�,�\/.C�;` � I D.R.T.C.T. 6DIA18��\ I CALLED 4.621 ACRES -`58p °\` l JAN UARY 30, 1985 DIA -18 I TRACT NO. 2 / \ \ \ ` I DIA O / DIA18 579- -DIA18' A-\,�-�k �6DIA18 / / o LO \ - 8 ZJ \ / / \ 0 10 20 40 60 i n964se #: ZA24-0019-�O;& (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 Lu O 0 �z �wF-:00 p OOE:zcn LLzDumw oD�- u) Z 0-�z O O `nwQ-O"tF-� Z w>zo05 ' w wa,- o N � o Z � Lu -- zU)z Lu zU2 O Lu 0 Q� U UO0�O� O Oco�NLuLu0 �0Q _ L Lu w z 0 o_ U U) w 0 w Q 0 W � � J co cQ°6Z Q W z w Q 2i ��W �LL X Lu ~ W WO z W o 0� ULL U Z Z z OW0 Z� ZU)Q i--Q Qv/vi EXISTING SITE PLAN - SURVEY OVERVIEW JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY: JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 M 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-101 SHEET 14 NUMBER EXHIBIT A - Site Plan Exhibit SITE WORK POINTS POINT # DESCRIPTION NORTHING EASTING 1 MATCH TO EXISTING EOC 7043985.30 2380135.63 2 45-6" CURB RADIUS 7043942.25 2380150.18 3 PT OF 45' RADIUS 7043957.69 2380192.98 4 PC OF 15' RADIUS 7043953.23 2380194.59 5 35'-6"' CURB RADIUS 7043941.16 2380161.26 6 PT OF 15' RADIUS 7043911.15 2380180.11 7 El 7043896.26 2380157.72 8 EOC 7043812.93 2380210.22 9 EOC 7043767.15 2380239.06 10 EOC 7043847.44 2380366.35 11 EOC 7043976.46 2380284.97 12 PT OF 15' RADIUS 7043970.18 2380275.10 13 15' CURB RADIUS 7043980.73 2380263.69 14 PC OF 16RADIUS 7043975.30 2380249.70 15 PT OF 45' RADIUS 7043995.09 2380247.61 16 44'-4" CURB RADIUS 7043989.72 2380292.45 17 MATCH TO EXISTING EOC 7044032.65 2380278.59 18 MATCH TO EXISTING EOC 7044070.34 2380394.90 19 19'-4" CURB RADIUS 7044051.31 2380401.04 20 PT OF 20' RADIUS 7044059.65 2380419.21 21 PC OF 5' RADIUS 7044019.23 2380437.78 22 EOC 7043928.01 2380457.25 23 EOC 7043943.01 2380471.52 24 10' RADIUS 7043980.98 2380476.44 25 MATCH TO EXISTING EOC 7043983.95 2380487.91 26 MATCH TO EXISTING El 7044012.17 2380488.23 27 PT OF 39'-4" RADIUS 7044013.88 2380491.93 28 39'-4" CURB RADIUS 7044053.83 2380492.32 29 PC OF 39'-4" RADIUS 7044037.40 2380456.64 30 PT OF 20' RADIUS 7044062.64 2380444.21 31 19'-4" CURB RADIUS 7044071.01 2380462.42 32 MATCH TO EXISTING EOC 7044090.15 2380456.62 (i) SITE LAYOUT COORDINATES NOTES: 1. ALL DIMENSIONS ARE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL SPOT ELEVATIONS AT CURBS ARE TOP OF CURB, BACK OF CURB UNLESS OTHERWISE NOTED. 3. GRADING SHALL BE AT 4:1 MAXIMUM SLOPES UNLESS OTHERWISE SHOWN OR SPECIFIED. 4. FOR ELEVATIONS NOT SPECIFICALLY CALLED OUT, REFER TO ROADWAY PROFILES AND TYPICAL SECTIONS. p F°, Oyu \ -d -Id mod- �d ]d �d -Id -d _ �dJill T j o RIDGELINE j L FG - 577.37 Oy O. W FG - 579.70 d 1 cd R 19'-4" ° I I 186 S) °X I 18 C Po' d DIA6DIA18 1 FG - 579.0` y / _ cl� a 30 28 Q CURB%-� �^ , �° - 577. 8 4. SPgR�° j SEE DETAIL J'b ° . 19 20 s 29 27 O FG - 579.74 ° I I O� 99-C-504 d �a _I m 21 - =// cb/X F - Yid 0 TC 580.81 58 A / FG - 581.42 zd - ° � °°° _ � G 576.95 � � NK �ay X� •�� i s S7�. V CI , °/ ° ° RIDGELINE ° ss J FL - 575.46 d d ° d ° d � A ° d ' i I d d v 582 ss ° v J SS v d ° ,J v ° d % d J ° FG - 582.64 N ° ° v 26 / h O - A � ° J°° °d` �\ �QQ y� h�� ,FG 5 2 FG-574.88 / d d: _ ° �s(,, FG - 581.10-� _ ^ 5,4 °� / J ��° FG 583.09 16 h FG 575.88 �,� d 25 Ir • J / ° J ° d° A °° d d° /V d \ \ / °C J6 d ° 74 ° ° - TIE TO - II d v d ° ° ,J J v ° \\ FG - 580.90 ° -� ° J FG - 573.75-:`=574 I� TC - 583.50 - ° ° a 583 d FG - 582.50 I FG - 575.94 d �^ �/ EXISTING 04 ° ° ° r d �J d d 13 '� 21 0.65 sf ° °J �° SEE JOINT `� �- "' ° ° DETAIL i! -18„ ° ,J° °J 6q d a ° � I 9.50°a �� °I I[ FG - 583.75 v TC - 579.50 LIFT , 0 ° ° ° v J J ° 11 J Oyu STATION °° d _ i °° ° - ° a I d \ FG 574,30 (DO `s ° J ° d ° ° FF=576.33 ° - - - ° ° ° d ° v ° ° \ / / o d ° 99-C-50EL, FG - 584.00 8 'A J a ��'�' ° ° ° 12 ' " ° d /J d O'y ` TC - 579.50 d ' d° 24 _ _ _ _ ;FG - 583.95 d ° co 2 ° bJ ° ° FG - 583.04 FG - 575.42 J FG - 574.34 A ` DI 3 4 d° a J ° 14 v d d ° ° d ° / TC - 579.50 cfl FG - 575.14 d ° FG - 574.19 v ° a a , 2$ ,71 .0°0 sf ° ° J �.611 J v d d J J v 0� _ A F Age., / ° ° J °d °d Al d ° v d / TC - 579.50 / i _ / ° J ° ° ° d °• O ss � - 575.12 �5� _ � 23 ss SANITARY 4 4v J d d 5 ❑° d d v J d d y� FG - 574.86 , / / / SEWER �583� d v ° ° /J ° `�'`L ° d ° ° d ' '58� J / MANHOLE TYP J Y, v r l d d FG 574.80 ° J 1\ J ° d ° ° °' ° ° d ° J ° ° ° d 6 ° ° / \ FL - 574.58 /a / D'I<.11- FG - 583.06 v ° °° ° ° °° ' , ° ° ° J °° ° ° 'J ° ,a° d J d v J 5�' d FG - 574.69 / 22 � AFL 573.82 v 6 d d v ° d ,J° ° 4j� v d d ° FG - 579.20 L Q ^�� !1b d d CONCRETE �, 1 4j '683, ° ° ° d ° d J d ° v J ° ° / O SWALE Rio 5 to 7 ° J ° d ° d ° d / v/ J v d 44 ° A J y 4,j J41 ° n ° J ° J ° ° °° dJ ,�°� � SEE DETAIL i � ��V FG - 582.57 / d ° d v CURB ° ° ° ° 6 d ° d ° h o,`� (D / I d ,-� ° d ° SEE DETAIL a J d ` ° ° ° o JdO % J d vJ d ° ° D05 Q�I I / d �J v d J 44 d41 GJ� 99-C-5041 ' �z��s 6„RIA / ° ° d v / J ° av ° °° ° J \ °O d �99-C-504 ° ° v d ° d J �J v ° I ° ° ° °- d ° � d °d �J ° Oy d v ° ° ' ° TRENCH DRAIN ° $ ° e ° 0 j INSTALL SS 6" 2 d ° PROVIDE POSITIVE -1 ° FG - 579.42 ° J a d d y� MUD VALVE ' I -1DRAINAGE °kDIA d d ° SEE DETAIL 8 ° ° lDIA d d v d ° \ ,J ° ° D04 d °, J ° J d ° J h� 99-C-507 a ° v Q' ° d ,J 99-C-506 ° ° ° / O ° ° �° ° ° ° d ° ,J < � a V4 a '°� �2� ° J ° ° d ° FG - 577.20 lY1 d ((i ' J ° ° ° ° ° °° ' ° -1° ° v ° a! AZ / d ° , ° ° v d d ° ° v l / 10 '1 J ° FG - 57).19° J ° ° d ° °/ ° v J , PROPOSED SITE CHANGES: 1 Western Paved Area-28,718 sf of impervious coverage 2 Eastern Paved Area - 5,428 sf of impervious coverage 3 Lift Station and Wet Well - 2,210 sf of impervious coverage V\1/pp DIA J o v / d ° v 01 DIA18 \ �I ° ° ° CURB DRAIN ° �\ J , ° ° �O v ,J ° ° ° W/ PLUG / O ' a ° J ° ° SEE DETAIL / �� yam/ Zoning Case #: ZA24-0019 J / J 1 ° ° ° v J ° J /J� v d ° ° ° ° e ° ° Oy \ - 8 ' ° / J° ° ° ° FG - 578.18 99-C-506 579- • d ° v / / �J FG - 578.19 ° ° / 'b o- �)-- ° EFG - 578.00 ° /\ 4 �0 8 DIA a FG - 578.30 / / , A / 0 10, 20' 40' 60' ' -� O 5 66�� (IN FEET) / © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 LU 0z elf 0�w1-:0� p OotzzQcn IL Z U) LU O - < U-J! � Z F- w>zoc>> ' w � O2 N O a Z LU[--0 Elf zcnz Cn U)zw�-)ZOO LU Z z�� m O w0�w o U UO0�Oa O Oc)=)NLU0 11117- U_00¢q� _ L1J LU a m z 0 w U U) w 0 WILL � J U) 0°6Z Q W Z W Q x ��W IIrLU D ~ LU I 0 LU W z o U0� 0 Z Z �0 z oWD Z D� Z Cn Q �QIr � oU)U) PROPOSED GRADING PLAN JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY- JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 m i" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-201 SHEET NUMBER 18 EXHIBIT B - Development Regulations S-P-1 Uses and Regulations for the Trinity River Authority Lift Station: 3200 N. White Chapel Blvd. & 1350 W. Kirkwood Blvd. The S-P-1 uses and regulations for the Trinity River Authority Lift Station will follow the "CS" Community Service district uses and regulations with the following exceptions: Additional Permitted Use: Sewage Lift Station and associated structures and equipment. Development Regulations: Structures and equipment are allowed as shown on the site plan and elevations. Any additional above ground structures or equipment to be added in the future will require City Council approval of a new Zoning Change and Site Plan application. A variance is requested for bufferyard implementation. Tree screening along Kirkwood Blvd. will be maintained. Sabre Drive is a private drive and will not have through traffic. Kirkwood Lift Station Proposed Work Summary: The project includes an expansion to TRA's existing Kirkwood (sewage) Lift Station. Improvements are intended to increase storage capacity, improve pumping capabilities, and overall collection system resiliency, as well as improve electrical service reliability and safety and ease of maintenance. The major proposed items of work on the project include: • Demolition: o Removal of pumps and equipment from existing wet well. o Removal of variable frequency drives (VFDs), HVAC units and electrical gear from existing electrical room. • Structural o Construct a new at/below-grade concrete wet well, approximately 33 feet wide by 24 feet long and 47 feet deep. o Construct a new at/below-grade concrete valve vault with associated piping and appurtenances adjacent to wet well, approximately 36 feet wide by 15 feet long. Wet well storage volume will increase from 53,000 gallons to 200,000 gallons. o Construct a new at/below-grade concrete flow meter vault with associated piping and appurtenances, approximately 10 feet wide by 10 feet long. o Install steel frame monorail hoist for pump access and maintenance. • Mechanical o Install four new submersible pumps and associated piping inside wet well. o Construct buried yard piping and valves to convey sewage flows. • Electrical o Install new electrical gear to support pumps, and VFDs inside existing electrical room. Case No. ZA24-0018 EXHIBIT B - Development Regulations • Civil: o Install new driveway into new wet well. o Install new driveway and pad for temporary sewage storage tanks, to be used only in "emergency" setting. o Install new decorative perimeter wrought iron fence with cedar pickets to match existing fence, along with an electrical sliding fence gate. • Other notes: o Traffic impact from TRA Operations is not expected to change upon completion of construction. o Sabre Drive is a private drive and will not have through traffic for the public. Case No. ZA24-0018 EXHIBIT C - Lighting Plan Zoning of Neighboring Property Footcandles Horizontal Footcandles Vertical Agricultural, Single-family, and two-family residential districts 0.2 0.5 Multiple -family residential districts 0.5 0.5 Nonresidential districts, streets 3.0 3.0 Light industrial districts 5.0 5.0 PHOTOMETRIC PLOTS DSX2 LED P8 40K T5S MVOLT G1 34' MOUNTING HEIGHT T5S (WITH HOUSESIDE SHIELD) [ T5S-HS I - DSX2 LED P8 40K T5S MV 400 100 Polar Candela 22,000 180° 17no i60° i50° 140° i8,333 14,667 11,000 7,333 3,667 0.00 3,667 7,333 11,000 14,667 18,333 22,000 VA; O° 1011 2011 3011 4011 ■ - Max Cd: 37.511 H ■ -0°H ■ - 90° H �0 (MOUNTING HEIGHT 34 FT: https://www.visual-3d.com/tools/photometricViewer/default.aspx?id=213301 ) LUMINANCE TEST POINT CALCULATIONS L CD _ ft2 dot + Hit 400 DENOTED BY SYMBOL O Luminaire Property ine Candlepower in direction of eye Eye Level Observer 5. Grade varies D 1301, 1200 1100 1000 900 800 700 600 500 0 m 0 0 Y (PRIVATE STREET OWNED BY TRINITY RIVER AUTHORITY OF TX) �a �d a 0.2-0.5 FC 0.5 - 1.0 FC �o- .1.0 _3.0 TEST POINT d ft H ft HORIZ ANGLE 0 deg VERT ANGLE 0 deg INTENSITY IN DIRECTION {I} CD CALCULATED LUMINANCE (L) CD/SF ORDINANCE LIh.,11T CD/SF 1 101 29 110 74.0 982.1 13_1389 0.30 2 61 29 162 64.6 620.1 0.136 0.30 3 157 29 55 79.5 111.5 0.048 0.30 4 96 29 108 73.2 205.3 0.020 0.30 5 94 29 90 72.9 464.7 0.048 0.05 6 132 29 150 77_6 77.2 0.004 0.05 Zoning of Neighboring Property Luminance (1) Single-family and two-family residential districts 0.02 (2) Multiple -family residential districts 0.05 (3) Nonresidential districts, streets 0.30 (4) Industrial districts 0.50 ZONING: NON-RESIDENTIAL PUD DESIGNED: INTENSITY: < 0.2 FC LUMINANCE: < 0.14 CD/SF ORDINANCE LIMIT: INTENSITY: 3.0 FC LUMINANCE: 0.30 CD/SF r ZONING: AG (NON-RESIDENTIAL) -o DESIGNED: r INTENSITY: < 0.2 FC LUMINANCE: < 0.05 CD/SF ORDINANCE LIMIT: INTENSITY: 0.2 FC (H); 0.5 FC (V) LUMINANCE: 0.30 CD/SF 3 �d -1d 4 -Id Id 0.2-0.5 FC 0.5 - 1.0 FC 1.0-3.0 FC PL ZONING: MEDIUM [ RESIDENTIAL PUD DESIGNED: INTENSITY: < 0.2 FC LUMINANCE: < 0.05 CD/SF ORDINANCE LIMIT: INTENSITY: 0.5 FC LUMINANCE: 0.05 CD/SF THREE NEW LUMINARIES TO BE INSTALLED D-SERIES SIZE 2 LED LIGHT TYPE V - EQUAL AREA LIGHT DISTRIBUTION 51,000 LUMENS - 34-FT MOUNTING HEIGHT 51,000 LUMENS HOUSESIDE SHIELD AS NECESSARY i i f i f i i i f i 30 FT i l l i 4 FT ' i , Zoning Case #: ZA24-0019 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURE / CATALOG NO. LAMP TYPE MOUNTING IP65 RATED LUMINIARE, TYPE 5 DISTRIBUTION DELIVERING 51,000 LUMENS MOUNTED LITHONIA LIGHTING: MOUNTED ON A30 FOOT POLE WITH 17 INCH A2 TO 30 FT ROUND TAPERED STEEL POLE USING STAINLESS STEEL 316 ANCHOR DSX2 LED P8 40K T5 MVOLT RPA DNAXD / POLE: LEDS TRANSFORMER BASE ON A 36 INCH ABOVE GRADE PIER. BOLTS. POLE IS FULLY GALVANIZED AND PAINTED FINISH DARK BRONZE. INCLUDED ALP #RTS 30 80 11 SSAB T20 DM28 TOTAL HEIGHT APPROX. 34 FOOT. TRANFORMER BASE IS INCLUDED. EXTRA HAND HOLE AT 20 FOOT. (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 W _T- �z OfLLL]>- O� 0 O0WZcf) LLL IL Z co m LIJ p cn Z w>yj wNUZ) Z W� U o 0 a c3 ��>�Z Cn c~n zLUo 0� W Z WZOU� 0 0 g�~co'[ o U �0�� U 0� �o �p(wl=--T-WWO �aQ it D wW D m a_ Z 0 a_ U 07 w 0 W Q 0 u W LL � J U) U)06Z Q LLJ wz2E LU Q X LU tYLL LU ~ � wU0 W�� W0 z o vLL U Z 2E Z �-0 z Ow0 Z �- Z U Q � Q 0WU) EXISTING SITE PLAN - OVERVIEW JOB NO.: 19WO5146 DATE: MAY 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 i.. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-100 SHEET 1 NUMBER EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits PERMIT FEE: NO CHARGE !USOUTHLAKE Tree Protection Permit Application PERMIT FOR TREE PROTECTION NOT FOR TREE REMOVAL Property Address: 3200 N White Chapel Blvd, Southlake, TX 76092 Property Owner: Trinity River Authority of TX Contractor: TBD E-mail: Blayne Johnson johnsonbj@trinityra.org Phone Number: 817.493.5173 Contractor Cell Phone: TBD The Tree Preservation Inspection is needed for (check all that a ® Earth disturbance permit ❑ New commercial development ❑ New residential subdivision ❑ New commercial ❑ New residential structure/building Installation of utilities, streets structure/building A Tree removal permit ❑ Other (please Specify) Items Reauired with Submittal: (Maximum clan size 11X17) Suaply electronic version if laraer clans Copy of the approved Tree Conservation Plan for the development or subdivision J Sitespecific tree conservation plan for the building site of lot to include the following: J - Tree survey imposed onto detailed site plan/plot plan showing common name of each tree and trunk diameter of all canopy trees greater than 6" inches in diameter (include and label dead trees) - Trees to be saved or removed clearly identified - Clear delineation of all protected tree stands where no construction or grading will occur - Placement of all required tree protection fencing and trunk skirting clearly shown - Location of all trenching for plumbing and utilities - Clear delineation of construction related parking, storage, staging, and access areas J - Required tree protection plan measures clearly noted on the plans (for commercial, subdivision and utility construction Items nrovided on site for Inspection: Required tree protection fencing and trunk skirting installed on the site in accordance with the approved tree conservation plan Tree protection signage installed in accordance with the Tree Preservation Ordinance No. 585 and Tree Preservation Specifications for Construction Sites, as amended Permit Sign installed with the approved Tree Conservation Plan, Tree Preservation Specification Details and Tree Protection Signage properly posted on the site in accordance with the Tree Preservation Ordinance No. 585 and Tree Preservation Specifications for Construction Sites, as amended Applicant/owner acknowledgement: I certify that all the information provided above is accurate to the best of my knowledge and ability. Signature of applicant/owner: Date: ** Failure to provide complete and accurate information required above will delay the permit review process or result in permit denial" BUILDING INSPECTIONS 1400 Main Street, Suite 310, Southlake, TX 76092 Phone: (817) 748-8229 Fax: (817) 748-8077 www.citVofsouthiake.com Online Permitting and Inspection Scheduling - "Southlake on Demand" https://aca.accela.com/southlk/ Revised February 2015 EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits City of Southlake Tree & Brush Removal Permit Application Property Address: 3200 N White Chapel Blvd, Southlake, TX 76092 Name: Address: Owner Trinitv River Authoritv of TX 5300 S Collins St, Arlington, TX 76018 Phone Number: 817.493.5173 Email: Blayne Johnson johnsonbj@_trinityra.orq TBD Contractor For New Construction: 56 Earth Disturbance Permit ❑ New commercial development ❑ New residential development ❑ New commercial pad site ❑ New residential pad site I$ Installation of utilities, streets ❑ Clear Underbrush ® Copy of the City Council approved Tree Conservation Plan including any conditions placed on the approval which includes all the following elements: All individually protected trees All protected tree stands N/A Existing streams, drainage creeks, ponds, and other water bodies and buffers (if any) Tree survey 51 2-foot contour map of the site N1 Protected trees within the tree preservation area including tree size and type 51 Critical Root Zones of individual trees N/A ❑ Areas of encroachment into environmentally sensitive areas identified on the site N1 Detailed site plan of all proposed improvements N1 Setbacks, building lines, buffer yards Ul Clear delineation of the status of all protected trees after the proposed development is constructed N1 Final grading plans N/A ❑ Replanting/reforestation areas, if any 51 Required tree protection plan measures N1 Clear delineation of construction related parking, storage, staging, and access areas Unrelated to New Construction: 5f Maintenance/Construction of utility lines ❑ Selective thinning in a heavily wooded area ❑ Brush Clearing ❑ Diseased, hazardous, or damaged tree ❑ Limited removal on AG zoned property ❑ Other ITEMS REQUIRED WITH SUBMITTAL: (MAXIMUM PLAN SIZE 11X17) Supply electronic version if larger plans Existing use of the property A detailed written statement stating the reasons for the requested tree alteration to be attached The amount of land to be disturbed, if any The method and equipment to be used The dates the proposed alteration would take place A legible diagram or map (to scale) indicating any of the following that may be affected by the proposed alteration: i. Location of all existing structures, improvements, streets or rights -of -way, property lines, setback and yard requirements. ii. Location of all existing utility lines, utility service lines, and easements. iii. The common and botanical name, size and location of all trees specifically designated by number; and iv. Any other information that may assist the Administrator Signature of applicant/owner: Date: Applicant/owner acknowledgement: I certify that all the information provided above is accurate to the best of my knowledge and ability. ** Failure to provide complete and accurate information required above will delay the permit review process or resuh in perinif denial * Staff Review Only Permit Number Approved: Administrator Comments: ❑ Meets TCP ❑ Selective thinning ❑ Limited tree ❑ Diseased, ❑ Prevent damage ❑ Install or maintain only removal on AG damaged, or to property a utility line or zoned property hazardous tree service line ❑ Prevent vermin ❑ Clear underbrush ❑ Other: infestation (please specify) Denied: (reason for denial) Reviewed by: Date: Signature: Online Permitting and Inspection Scheduling — "Southlake on Demand" https:Haca.accela.com/southik February 2015 EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits Summary of Tree Alteration Plan Existing use of site: The existing site is used for the Denton Creek Pressure System force main and lift station which provides sanitary sewer storage and pumping for the surrounding community. Reasons for tree alteration: The purpose of this site improvement is to provide additional storage for sanitary sewer water in the case of an emergency or line break. Site improvements include the addition of a new driveway and pad for the placement of emergency storage tanks. The trees to be altered are in the vicinity of the proposed driveway and pad, and will need to be altered to make room. Area of tree coverage disturbed: 7903 sf Expected percentage of tree coverage preserved: 84.1 % (Table 2 Minimum is 60%. See tree coverage calculation summary.) Method of equipment to be used: Open excavation and trenching. Dates of proposed alteration: Construction dates pending approval and notice to proceed. Target date: Mid-2025. EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits in. LEGEND TREES TO BE PROTECTED: TREES TO BE ALTERED: _40ti Y � � r 05-C-101 05-X-101 05-C-102 05-C-103 05-C-201 0. 05-C-301 y ti� 0 r r —o r -Id -1d Id y -Id _Id - I Ik�e)L - SN j o 0 PROPOSED IMPROVEMENTS PL PL 0* oy � � J �Qa J `2 \2� j 2 L 3 �¢ yzF� 0 c 0 ti a J a 0 Oy ti� J r a a / EXISTING LIFT STATION © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w _T_ �z Ofw>- Op 0 00WzCn IILL.J_z��mw p Cn 0 � wc��p0 Z Co H w>WNU� Z WO U c� ��>�z Cn � zw0O0 W Z wzOU� 0 0 2 co w o U 000�w� U O� o p(w=-T_ lpw0 o itD Cl) Q LLI W z 0 0 U) w 0 LU LLI W ILL � J U) U) 06 Q Z wz2E W Q x ��W �Lu L ~ wU0 W�� Iwo F z 0 o vL� 0 Z 2E Z �_0 z Ow Z� ZtjQ F-Q 0LLI �U) EXISTING SITE PLAN- 4 a Q" OVERVIEW s• 1 . � PL PL PL JOB NO.: 19WO5146 DATE: MAY 2024 DESIGNED BY- MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 i„ IF NOT ONE INCH ON THIS SHEET, : r ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 0 20' 40' 80' 120' 05-C- ■ 00 Zoning Case #: ZA24-0019 SHEET (IN FEET) NUMBER 3 EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits TREE COVER CALCULATION SUMMARY EXISTING SITE E ISTING TREE COVERAGE Vest Zone South Zone Northeast Zone 1 Northeast Zone 2 Tots l Tre a Cove ra go IVD Existing Site TREE REMOVAL P cr#i0 n of Vest em Pave d Area % Re mova I °do- Pros nrved 166 a0 62 sf 22 67 24b18 793 1 �9 92 4E 640 29.5 IVD 7 �9 02 15.9 °fin 84.1 °fin sf Sf sf sf sf Sf Table 2.0 — Existinz Tree Cover Preservation Requirements Percentage of existing tree cover on the entire site Minimum percentage of the existing tree cover to be reserved* 0% — 20% 70% 20.1 40% 60% 40.1 % - 60% 50% 60.1 % - 80% 40% 80.1% - 100% 30% *The minimum percentage of existing tree cover to be preserved shall exclude any area in public rights -of -way as approved by City Council. O LEGEND m 0 TREES TO BE PROTECTED: 0 Y TREES TO BE ALTERED: 40000. 1 r � r ram■ `f t { IL r 05-C-101 -� r 05-X-101 05-C-103 05-C-201 O. 05-C-301 r EXISTING LIFT STATION 0 20' 40' 80' 120' Zoning Case #: ZA24-0019 (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w _T- �z Ofw>- o� 0 00wz�cf) ILL. IJ_zcomw z- p D CQ 0 0 C/) 0 ° Z H w>wco NU� Z 5 w0 V U)Z Cn Cn zLU0O0 W Z wz�0v2E 0 0 2 co w O 00 � o p(wl=-T-ww0 Cl) 0- Q _ Q� w w �D m a_ z 0 0 U) W 0 LU Q u COW ILL � J U) U)06Z Q W Z 2E w Q x ��W �LL LU ~ � wU0 W�� W� z o v0L� 0 Z Z �0 z Owl Z� zco �LLI Q F< 0�U) EXISTING SITE PLAN - OVERVIEW JOB NO.: 19WO5146 DATE: MAY. 2024 DESIGNED BY- MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-100 SHEET 1 NUMBER EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits LIST OF ALTERED TREES: 1 ONE (1) 6" OAK TREE 2 ONE (1) 10,OAK TREE 3 ONE (1) 12" OAK TREE 4 TWO (2) 14" OAK TREES 5 FIVE (5) 10" OAK TREES 6 THREE (3) 10 MULBERRY TREES 7 ONE (1) 14" OAK TREE 8 ONE (1) 7" OAK TREE 9 TWO (2) 15" OAK TREES 10 ONE (1) 7" ELM TREE 11 ONE (1) 12" ELM TREE i rr+rr niA TREES TO BE PROTECTED: TREES TO BE ALTERED: [A]DEMOLITION KEY NOTES DEMOLITION KEY NOTES: A. UPON COMPLETION OF NEW LIFT STATION REMOVE METER AND DEMOLISH EXISTING METER VAULT, BACKFILL TO FINISHED GRADE PER SPECIFICATIONS B. REMOVE EXISTING FENCE TO CONNECT TO PROPOSED IMPROVEMENTS. C. REMOVE EXISTING CURB, SAWCUT AND TIE TO EXISTING PAVE TO FINISH GRADE FOR PROPOSED DRIVEWAYS. D. DEMOLISH EXISTING AWNING. E. CUT AND FILL INTERCEPTOR AFTER NEW LIFT STATION HAS BEEN INSTALLED. F. CLEAR AND GRUB EXISTING TREES. G. SEE CHANGES TO EXISTING LIFT STATION ON SHEET 10-X-101 DEMOLITION CONSTRAINTS FOR EXISTING SEWER LINES: H. CUT AND DEMO EXISTING SS LINE, WHEN THE FOLLOWING ARE SATISFIED: H.1. PROPOSED LIFT STATION IS BUILT AND READY TO OPERATE. H.2. NORTH AND SOUTH INTERCEPTOR ARE CONNECTED TO THE PROPOSED LIFT STATION. H.3. PROPOSED LIFT STATION IS CONNECTED TO EXISTING 20" FM AND FLOW METER IS OPERATING PROPERLY FOR A MINIMUM OF 30 DAYS. owl 10 "0 *-8 "OA 2"CEDAR \ FDC 0 —4 y� 60"CEDAR / °y 9 "OAK Id / Id I Id WK \\ / 8" SS ° °co 9' ° °y W N / K e O- �- 12 C (2)� / . B I (3)firffA FREES . ° TYPICAL TREE PROTECTION FENCING SEE DETAIL �o //i' 2)14"OAK TREES "OAK "OAK "OAK 'OAK M (3)12"OAK TREES a a �J Cl- TYPICAL BARK PROTECTION SEE DETAIL a 20" FM Y °yam \ Oy °y � Oy Oy y \ ?�o4 Oy 4,; o �g7 / �, � / \ Qo / Qm I O I Oy I I I /`�� R)E 0"MULBERRY I > r� 10 "OAK T R F / / I <,\�//> 7 > <" OAS ®�^,o � of �� I "(-,AK REES --6.r_16.1 __.. K 12" V 8,. oN� �., / j ELM O 01 �\> Oyu \ / J i / / / / F O Oy :DAR )"ELM onin + O L / / c / / / / ti N D . L 10 LIVL 101'(2�OAR OAK IVE DAR °c Xase #: ZA24-0019 20 40 "I (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w =NO°z LL LL O LL Z u) Lu '�-z� O �J~o° O QwwM�� z 1>Qc\IU U w � 2 N Z [if 0 � >�z U) zLu0z0� z U W wz>-0 O �LL~co0w U U00�LL pLu cU) Luw 0 V/ Q ww �m w Q 0 W ILL � J co CQ Q Z W z W Q 2i ��W �LL x 1--WUi U° WD W z o U0- Z 2E Z �0 z 0 1� zU)Q �Q Q(n(n PROPOSED DEMOLITION PLAN - OVERVIEW JOB NO.- 19WO5146 DATE- MAY 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 11" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-X-101 SHEET 15 NUMBER EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits SITE WORK POINTS POINT # DESCRIPTION NORTHING EASTING 1 MATCH TO EXISTING EOC 7043985.30 2380135.63 2 45-6" CURB RADIUS 7043942.25 2380150.18 3 PT OF 45' RADIUS 7043957.69 2380192.98 4 PC OF 15' RADIUS 7043953.23 2380194.59 5 35'-6"' CURB RADIUS 7043941.16 2380161.26 6 PT OF 15' RADIUS 7043911.15 2380180.11 7 EOC 7043896.26 2380157.72 8 EOC 7043812.93 2380210.22 9 EOC 7043767.15 2380239.06 10 EOC 7043847.44 2380366.35 11 EOC 7043976.46 2380284.97 12 PT OF 15' RADIUS 7043970.18 2380275.10 13 15' CURB RADIUS 7043980.73 2380263.69 14 PC OF 15' RADIUS 7043975.30 2380249.70 15 PT OF 45' RADIUS 7043995.09 2380247.61 16 44'-4" CURB RADIUS 7043989.72 2380292.45 17 MATCH TO EXISTING EOC 7044032.65 2380278.59 18 MATCH TO EXISTING EOC 7044070.34 2380394.90 19 19'-4" CURB RADIUS 7044051.31 2380401.04 20 PT OF 20' RADIUS 7044059.65 2380419.21 21 PC OF 5' RADIUS 7044019.23 2380437.78 22 EOC 7043928.01 2380457.25 23 EOC 7043943.01 2380471.52 24 10' RADIUS 7043980.98 2380476.44 25 MATCH TO EXISTING EOC 7043983.95 2380487.91 26 MATCH TO EXISTING EOC 7044012.17 2380488.23 27 PT OF 39'-4" RADIUS 7044013.88 2380491.93 28 39'-4" CURB RADIUS 7044053.83 2380492.32 29 PC OF 39'-4" RADIUS 7044037.40 2380456.64 30 PT OF 20' RADIUS 7044062.64 2380444.21 31 19'-4" CURB RADIUS 7044071.01 2380462.42 32 MATCH TO EXISTING EOC 7044090.15 2380456.62 (i) SITE LAYOUT COORDINATES NOTES: 1. ALL DIMENSIONS ARE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL SPOT ELEVATIONS AT CURBS ARE TOP OF CURB, BACK OF CURB UNLESS OTHERWISE NOTED. 3. GRADING SHALL BE AT 4:1 MAXIMUM SLOPES UNLESS OTHERWISE SHOWN OR SPECIFIED. 4. FOR ELEVATIONS NOT SPECIFICALLY CALLED OUT, REFER TO ROADWAY PROFILES AND TYPICAL SECTIONS. Fo Oyu -Id Id - ]d ]d -Id -Id -Id _ �d T -Id Jill DIA O° a 32 CO:�' ° RIDGELINE . .° . \ / ° FG - 577.37 � 4 / O ° o i / �- �� W FG - 579.70 % °31 / 18 J ° ° R1g",4X „ / - S C / I . DIA FG 579.01 I 1 O ° _ 30 28 CURB - �� , 1� /° 577.58 / t� SPgRE j SEE DETAIL J� 19 20 �. S 29 / Doe 27 O I 17 FG - 579.74 I C 99-C-504 ° a I o ° TIC -580.81, c-b FG - 581.42\ " e f /� FG - 576.95 ° s 51� 0 -1 / - ° ° /° J / RIDGELINE ,° ss FL - 575.46 ° 1 ° °/ ° 15` a �., ° J 582 SS ° SS / ° / ° ° /J ° FG - 582.64 ° ° 26 O ° ° ° °` FG - 575 92 J ° FG - 574.88,° °° °` ° /° i'�FG - 583.09° �V FG - 581.10-� 4j FG - 575.88 ° a ,J 25 / ° y ° ° 16 Jb ° TIE TO r ° ° ° ° ° J ° a FG - 580.90 ° / ,� ° J `a' `FG - 573.75�- = 574 I I� TC - 583.50 ° ° ° 583 r ° J r FG - 582.50 I FG - 575.94 ° �^ I �/ EXISTING � 04 j ° a 0' ° 4 ° � 13 \ CO ° J ° ° ° SEE JOINT `� J ° 6 ° \ 9.50. ° J DETAIL r FG - 583.75 ° ° a I O TC - 579.50 LIFT 11 16%�° °° 4 a 11,� J �� STATION ° ° FG - 574.30 D0IeLLj!° L 0o J ° °4 ° FF=576.33 ° ° J e 24 FG - 584.00 8 / ° ,� J a �' ° ° 12 ° ° ° O'y \` TC - 579.50 /� / °° - - - - - 99-C-50 FG - 583.95 FG - 583.04 ° /J ° ° IA 2 3 ° ° ° TC - 579.50 FG - 575.42 FG - 574.34 p� ° 4 ° FG - 575.14 ° ° a / 14 ° ° ° ° FG - 574.19 ° ° '6° ,J° °°° /J° °gJ ° \ / Off✓.-. 5 ° ° ° ° ° a / TC - 579.50 , ° ° '� ° ° J ° ° ° ° 23 SANITARY ° J ° ss FG 575 12 5'(15 SS ° a ° ° / ° ° /J ° ° °�Sg°q i ° ° Oy� FG - 574.86 I SEWER ° ° ° 'J ° ,J w J ° ° ° ° /° / /J ° J / FG - 574.80 / / MANHOLE (TYP) I ° \ °I ° ° ° , ° ° ° 6 / \ F L - 574.58 / DIA` FIG ° ° ° �° /J ° ° ° ° a ,d° ° J °° �h�' ° FG - 574.69 22 � FL - 573.82 \- -583.06 ° ° ° / 6 ° ° ° ° ° ° °h�' ° ° FG - 579.20 U 583° ° ° ° J ° ° /� J ° ° ° ° i CONCRETE 7 ° /J ° ° ° ° ° ° °° / ° ° /J d ° ° d4 ' ° QJ /J ° Oy SWALE � ��so LAD,�°� SEE DETAIL -;� = Q FG - 582.57 ° ° ° ° , CURB ° ° ° ° ' ° 6JA ° -14 ° ° ° a ° � DOS / \ ° ° SEE DETAIL ° J ° ° ° ° J ° ° ° °Qu/ I I / ° ° J ° ° ° O_O / J Q <c/ / °/J o ° a J , ° ° 99-C-504 I ' �z�s (I I I / 6::RIA ° J °A. ° ° ° ° 4 ° ° ° ° ° /M ° A 'J A° ° ° / ° °' ° 2 J \v �a- S8 ° ° ° A -1° ° TRENCH DRAIN ° �$ ° ` �°� _ ° ° i' O j INSTALL SS 6" ° ° PROVIDE POSITIVE J ° FG - 579.42 ° J a ° Y° MUD VALVE J / DRAINAGE ° DIA ' SEE DETAIL ° ° ° ° ° a ° J ° -1° 99-C-507 8 J ° ° ° h //' ° ° ,J 99-C-506 ° ° ° ° ' /�A A O / I oJ- oIAs ° ° a ° /J ' a ° ° ° ° ° FG - 577.20 / y I ° ° J ° ° ° ^� 10 /o FG - 579.19 J ° ° ° ° ° CURB DRAIN �0 W/ PLUG / O J I ° ° ° ° ° J SEE DETAIL � ° ' N° ° \ 579- - 8 ° ° / ° J ° FG - 578.18 99-C-506 / J° ° ° ° ° J / �J FG - 578.19 o- FG - 578.00 ° ° ° O <0 -Cb� N- DI--578 A a FG - 578.30 Q\ 0 10' 20' 40' 60' 9 / �' o Case #: ZA24-0019 IN FEET \ _ �g O Ica ( ) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w 2 H O Z OfwF-:0� p ODzcf) ILz��mw oD�- F-- Z Lu Z-0 pZ O cn F- w>zLLI ovZ) Z Linz Z U) U)Cn zw��0t 0 ZO wz0o� o U U00�FL 4 O� o pu)Nw0 r a Q it _ w w D a m z 0 i= 0 U) w 0 W IL � J U) U)°6Z Q LU z 2E W Q X W �LL Lu ~ F wU0 W u z 0 o vL� 0 Z 2E Z �0 Z 0W0 ZF- � ZcoQ �Q F< 0�(n PROPOSED GRADING PLAN JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY- JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-201 SHEET NUMBER EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits YARD PIPING COORDINATES CENTERLINE POINT # NORTHING EASTING DESCRIPTION ELEVATION P03-01 7043941.08 2380403.38 569.33 24" 45' BEND P03-02 7043949.48 2380395.48 569.33 24" X 20" REDUCER 20" 45' VERTICAL P03-03 7043972.39 2380373.90 569.33 BEND 20" 45' VERTICAL P03-04 7043983.90 2380363.06 574.61 BEND P03-05 7044002.19 2380345.84 574.61 20" WYE P03-06 7044014.06 2380334.66 574.61 20 45' BEND PO4-01 7043947.51 2380397.33 569.33 24"X10" TEE PO4-03 7043942.42 2380392.15 569.33 10" 22.5° BEND PO4-04 7043939.57 2380391.00 569.33 10" 11.25' BEND PO4-05 7043858.61 2380358.17 573.00 10" 11.25' BEND PO4-06 7043857.14 2380357.57 573.00 10" 11.25' BEND PO4-07 7043855.20 2380357.14 573.00 10" 45' BEND 10"X10" TEE W/ FILL PO4-09 7043851.86 2380359.23 573.00 STATION ASSEMBLY PO4-10 7043848.54 2380361.31 573.00 10" 90' BEND 10"X10" TEE W/ FILL PO4-11 7043809.95 2380300.14 573.62 STATION ASSEMBLY 10" 90' BEND W/ FILL PO4-13 7043771.39 2380239.04 574.20 STATION ASSEMBLY 2" TEE AND 2" BALL VALVE P05-01 7044038.67 2380543.96 571.16 DOWNSTREAM ON EX. 2" W P05-02 7044038.67 2380421.95 574.50 2" 90' BEND P05-03 7044019.05 2380421.95 575.00 2" 90' BEND P05-04 7044018.85 2380412.99 575.50 2" X 2" TEE P05-05 7044019.05 2380351.95 577.00 2" 22.5° BEND P05-06 7043950.63 2380186.78 577.00 2" 22.5° BEND P05-07 7043901.95 2380148.63 577.00 2" 45' BEND P05-08 7043816.37 2380202.50 577.00 2" 90' BEND P06-01 7044006.58 2380376.12 571.50 2" 45' BEND P07-01 7044007.31 2380345.88 574.61 20" X 6" REDUCER P07-03 7044011.92 2380345.92 574.61 6" 45' BEND P07-04 7044014.06 2380348.06 574.57 6" 45' BEND P07-05 7044014.06 2380466.99 572.71 6" 45' BEND P07-06 7044040.93 2380493.86 572.17 6" 45' BEND P07-07 7044040.99 2380521.97 572.00 6" 90' BEND P08-01 7043848.22 2380364.76 572.85 8" 90' BEND P09-01 7044007.59 2380375.71 572.00 8" 45' BEND VALVE COORDINATES CENTERLINE POINT # NORTHING EASTING DESCRIPTION ELEVATION 20" PLUG VALVE V03-07 7044014.06 2380331.54 574.61 AND SOLID SLEEVE ON EX. 20" FM 10" PLUG VALVE VO4-02 7043944.45 2380394.22 569.33 VO4-02 6" PLUG VALVE VO4-08 7043851.24 2380358.25 573.00 VO4-08 6" PLUG VALVE VO4-12 7043812.17 2380298.74 574.37 VO4-10 6" PLUG VALVE VO4-14 7043773.56 2380237.67 574.20 VO4-14 6" PLUG VALVE V07-02 7044009.63 2380345.90 574.61 V07-02 \ ABANDON THIS PIPE WHEN REMOVE INTERNAL DROP FROM O SSMH-03-01 TO SS-MH-01-02 EXISTING MANHOLE AFTER FLOW �O CONNECTION IS INSTALLED HAS BEEN DIVERTED Id - Id Id Id - ]d TO TREATMENT � / 3 SS - s . FACILITY 'a FIELD VERIFY EXISTING 8" SS' ---- p / FLOWLINE ELEVATION TO SSMH-03-01 FROM EXISTING DETERMINE SLOPE ACROSS 4' MANHOLE COLLECTION SYSTEM SABRE DR FROM SSMH-03-01 N=7044135.46 ,C TO SSMH SS-1-02 E=2380432.88- � SSMH-01-02 NORTH �STA. 10+61 , INTERCEPTOR p SSMH-01-03 ---- - 6' DROP MANHOLE W/ VENT MANHOLE / STA. 10+25 AND CARBON CANISTER 0 SSMH-01-01 O S� �' / / -� 6' MANHOLE N=7044047.83STA. 11+26 N_7044023.62 E=2380459.52 6' MANHOLE �\ - PIPING KEYNOTES E-2380432.45 � �Y' �(�� 30 SS N=7044047.83 �� / x D04 P01 E=2380525.16 OPIPING LAYOUT COORDINATES / 8" SS` y> olA # p INSTALL 2 ,� q 05 C 508 05 C 302 - / YARD HYDRANT 12� / _ , - PL L D02 4" SLEEVE y�¢ 2" MAGNESIUM �` SPgFZ� SSMH-02-03 99-M-502 /� z6 HYDROXIDE FEED STA. 20+35 (PO�j 30" SS SS SS D02 D03 6' DROP MANHOLE ( P07-06 �� O 99-C-509 99-C-509 N=7044007.59 CD _ E=2380398.30 V07-02 ( P05-04 cV P05-01 P07-03) P05-05) �� ( P05-03 -( P07-07 AN K - .,- SEE 05-X-101 FOR �/ DEMOLITION P07-04) Ss REMOVE 90 AND CONSTRAINTS NOTE "H" Y --10+00 11+00 � INSTALL TEE AND 20" FM _ 0 2" BALL VALVE / ( V03-07 „ P09-01� DOWNSTREAM 8 SS (FM) ss SS (Poo C NNECT TO EX. �/ WET WELL W/ / / P07-01� , 6 SLG (FM) POSITIVE DRAINAGE / / p ( Po 0 2" P D P07 u Pam; 0 P03 20" SS (FM) D03 005-C-303 INSTALL P05-07 } U `1 4k'�,211 W 4" SLEEVE i P05-06 0 Q- DIA 5'D-, 8"� j>� IA INSTALL 2" ' NOTES: YARD HYDRANT D02 1. EXISTING PIPING IS SHOWN BASED ON AVAILABLE RECORD DRAWINGS AND 99-M-502 INFORMATION PROVIDED TO THE ENGINEER. PIPING ELEVATIONS ARE FOR o1A18 CONTRACTORS BENEFIT. CONTRACTOR SHALL REVIEW EXISTING RECORD DRAWINGS AND FIELD VERIFY LOCATIONS AND DEPTHS OF ALL PERTINENT LINES r (Po s PRIOR TO CONSTRUCTION. �--� 2. FOR ELECTRICAL DUCT BANK INFORMATION SEE ELECTRICAL DRAWINGS. 3. NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOXl `! 6"-18 D ARE DOGHOUSE STYLE CAST -IN -PLACE CONCRETE STRUCTURES. PIPE INSIDE THE \ JUNCTION BOX WILL REMAIN INTACT AND ONLY BE CUT FOR FLOWS TO NEW 301, RS �h LINES AFTER NEW LIFT STATION AND FORCEMAIN AND METER VAULT IN OPERATION FOR A MINIMUM OF 30 DAYS WITHOUT AN ISSUE. DV8.. KEY NOTES: �( v�l l l D01 DIA,, A. INSTALL FILL STATION ASSEMBLY. SEE DETAIL 99-C-506 B. PENETRATION ON MANHOLE WITH INTERNAL DROP CONNECTION TO DISCHARGE 2' ( PO4-13 ABOVE CROWN OF 30" PIPE. SEE DETAIL D03 99-C-509 BID ALTERNATIVE: REMOVE 10" FRAC TANK FM AND 2 OF THE 4 FILLING STATIONS. VO4-14 ) A] oN PO4-11 99-C-508 05-C-302 � SURGE VALVE VAULT AND CLEANOUT ( P03-04 p 99-C-509 �\ ( P03-03 METER VAULT P03-02 VO4-12 ) HI LIFT /-� STATION PO4-01 P03-01 SLIDING GATE a ON EX.27" o INTAKE - o 10-S-104 PROPOSED EASEMENT 05-S-101 VO4-02�� Oiy ( O PO4-03 - (V SS 30" SS \ (P°4-04 �� P02 Oti 10" SS (FM) PO4 k�\ 05-C-303 ( P0a 05 ( PO4-06 PO4-07 ( PO4-09 �vs A PO4-10 10+92 � 05-C-302 0 0� 31 SEE FACILITY 10 PROCESS PLANS=0 FOR PIPING 0 / CONTINUATION SSMH-02-02 STA. 21 +10 II C 6' DROP MANHOLE N=7043933.31 E=2380398.25 I D02 I 8" SS 05-C-508 I P08 I -10+00 05-C-303 I Po\ 8-01j oy / O / Oy O ti� I A U) U) ti N SOUTH INTERCEPTOR MANHOLE SSMH-02-01 STA. 22+36 6' MANHOLE N=7043933.31 E=2380525.16 FROM EXISTING COLLECTION SYSTEM O 0 10, 20' 40' 60' onind�Case #: ZA24-0019 -I- O� (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w 2 H O z elf 0�w1--00 p OotzzQcn I L z U) CO w F Lu Z 0 O - QLu< Z w>zoc�z ' W Of O - � Z (�wF-z zcn_ U)U) zw�-)0~ wz�00, o U UOLU 0NO� O Ou)zNLu0 �0< � Luw z 0 U 07 w 0 u w W LL J 0 06 Q Z Lu z W Q X ��w � Lu LL ~ D LU LU W z ) U0� 0 �-o z Z 2i Z Ow0 Z F Z U) Q F-a LLI0U)U) PROPOSED YARD PIPING PLAN JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY- JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 1„ IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-301 SHEET 1 NUMBER n0- ...:. SINGLE TREE rv.a•„ yam.. it• TREE CLUSTER HIGH VISIBILITY PLASTIC MESH FENCING HIGH VISIBILITY PLASTIC MESH FENCING PROTECTIVE FENCING: Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4') high and supported at a maximum of ten -foot (10') intervals by approved methods sufficient enough to keep the fence upright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to the workers on -site. PRIOR TO CONSTRUCTION: The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them from construction activity. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior work has been completed. TYPICAL TREE PROTECTION FENCING NO SCALE ----------------------------- D D 4V, WW�,4,° w w .2• .2- .21 .2- .2- .2- .2- W W W T W—� 4,TT7— w W W W W w w i u u u u u u i i i W .i• 4- v D .l. .l. .l. .l. .l. .l. .l. IV IV .2• .y .y .y .y .y .y .y IV .l. .l. " w 4, ,,, ,,, ,,, ,,, ,,, ,,, 4, W q, q, q, q, q, q V V -4,w �� I W, W, -4,v DOTS ■ BORING: Boring of utilities under protected trees shall be required in those circumstances where it is not possible to trench around the critical root zone of protected trees. When required, the length of the bore shall be the width of the critical root zone at a minimum and shall be a minimum depth of 48 inches. TYPICAL TREE BORING AND TUNNELING A. Make partial cut from beneath, at a point several inches away from the trunk. B. Make a second cut from above several inches out from the first cut, to allow the limb to fall safely. C. Complete the job with a final cut just outside the branch collar, the raised area that surrounds the branch where it joins the trunk. TYPICAL TREE PRUNING NO SCALE .......... 'S,".ha""`fF"."4+'"'J'.fr^'r�^'•Sr"�'if"`7� 'Ct"'�r :.. . ._ , ry:.Mt.`�,i,.d.�h.ksf :tin..,w �•L.��.Y.�, it�.,.:i ".e�.'.d<$.:is.'�..,.r- .�dt�., �1..�..�r-n y� ^h" .ntn .. • ,.n;ry.n.n�:ntnw'.o-.ry.>n`�N.m .n:np ry.¢: .4 �nl "eY N.mi- �: n rt !-.n.rv�.. '.n.•.n... �.•N•P•'^;.• � •�•.pa�.,:.• fir.. �y'^rp,: •!•rt•. r.•. �".�W,ya.... ...iMcn. •'�"�E.v'..i,.rvr n u.i..tist., "iNh'i"h^�' w^.'�;cfit,MifiSt"€.^a _ K 2"X4" LUMBER _WIRE In situations where a protected tree remains in the immediate area of intended construction and the tree may be in danger of being damaged by construction equipment or other activity, the contractor or subcontractor shall protect the tree with 2"x4" lumber encircled with wire or other means that do not damage the tree. The intent is to protect the trunk of the tree against incidental contact by large construction equipment. TYPICAL BARK PROTECTION NO SCALE CANOPY . \•' irv. trvy .Mrv� ' T. . tir. ad.\.wt ad.'t ..• ,.,.., ,. S r�:�eN.. , sr¢r:., ,. , �: r «.;e• , n ' " r�:.;eN.. :at= 3-a n,�nnww,rv��n,n,n.rvr,�,n.n:rv�.n, ,n,n".rv�, ..n.�•.... n.. n.,...n. w.., n....r.n. a4�:... n.A.. :,.r... sstsF,n.^...aC:,rws,^t=Fs�n.: 's 10 la �rskr scfi^ .ti kn^sr?. c::^Es bp'7o.4'$x"i'�u.;-2' �"„^t,}ni'd22o:°i:N1i,".r�i:; '"ifi:,iFa:.. ul;• .:.'r�.'4..'ad.,r a�t'"n?5;''rvS[Cr�''`'.: DRIP LINE DRIP LINE / TRUNK CRITICAL ROOT ZONE 20' (CONCEPTUAL) TO OUTERMOST DRIP LINE �I 20' (CONCEPTUAL) RADIUS 11 FOR CONCENTRIC CIRCLE CRITICAL ROOT ZONE: The area of undisturbed natural soil around a tree defined by a concentric circle with a radius to the distance from the tree trunk to the outermost portion of the drip line. DRIP LINE: A vertical line run through the outermost portion of the canopy of a tree and extending to the ground. CRITICAL ROOT ZONE AREA NO SCALE The following activities are prohibited within the limits of the critical root zone of any protected tree subject to the provisions of the Tree Preservation Ordinance. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Material Storage: No storage or placement of materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the critical root zone of any protected tree. 2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a protected tree. p 3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree. 4. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. This restriction does not apply to single incident access within the critical root zone for purposes of establishing the building pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency restoration of utility service, or routine mowing operations. 5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective construction methods are approved in advance in writing by the Administrative Official. 6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance. 7. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, bobcat tractors, trenchers, compressors, and hoists, shall be allowed inside the drip -line of any protected tree on any construction site without prior written approval of the Administrative Official. 8. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning compound within two hours of initial exposure. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the Administrative Official. 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the site has been completed. 3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site. 4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular traffic is expected within ten (10) feet of the fence, the fence shall be constructed of chain link or other similar metal, wooden material or semi -rigid vinyl tape fencing supported with a top support wire or equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height. 5. All protective fencing shall be supported at a maximum of ten 10 foot intervals b approved methods P 9 pP ( ) Y pP sufficient enough to keep the fence upright and in place for the duration of the construction. 6. The owner shall cause the required fencing to be installed and maintained for the duration of the construction. 7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work, the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work. 8. The "tree protection sign" tree preservation instruction detail sheet and approved tree conservation plan shall be posted at each entrance to the subject property upon which one or more trees subject to the permit is situated, and at any other location designated by the Administrative Official. 9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of any permits. Zoning Case #: ZA24-0019 I NO. I REVISION I BY I DATE I SOUTHLAKE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS TREE PROTECTION TREE PROTECTION DETAILS NO SCALE FILENAME: DATE: APRIL 2009 SD-10 TREE.DWG SHEET: SD-9 EXHIBIT E - Drainage Analysis (0 -- �o IllJ1� 43\ 140111 a II III s �� 1 �41 00 CP to S86 �;b� OF�-Acol 1.0 °�h��IA1(0 Lr) 4 Lf�o -cT C14 0 A( �\ JD r \ �� o �J EXISTING SITE DRAINAGE -v Drainage Area Area in AC (A) Intensity (i) Runnoff Coeff. (C) Flow (Q) l I < EX 2.31 6.99 0.30 4.84 cfs <�� \ � �, �� _ � 5c PROPOSED SITE DRAINAGE %C } //5 8J r 1 / / I J \ 1 0.45 6.99 0.95 2.99 cfs 2 0.18 6.99 0.95 1.20 cfs 3 1.68 6.99 0.30 3.52 cfs / — TOTAL 7.71 cfs **NOTES** ,j I \ll 7 While flows exiting the property have increased, DA-1 will service as temporary I r ) L 1 detention while mitigating flows through an onsite drainage channel, as shown by the V arrows exiting DA-1. Flows from the site will enter the creek in a similar fashion to \ existing conditions, where it will be deposited into Grapevine Lake approximately 0.5 l I mile downstream. Due to the site's proximity to the lake and the land use downstream / I of the site being limited by the existing floodplain, the increased flows are not expected I I I to have an adverse affect on the natural function of the creek, or properties, -� downstream of the site. C14! �� III�� \ 1 11y11 II J JIIIISi~` \ \ 1 (IIII Jl I/ / co N 0)�C.00 6 Lo 0)0 (l� ,� N �cb�,�)��, o f�-' 1 III`° �'/' ' �l//�/� )1� �- a 0 1 ,h��,/ /ice 1ON / F:. 58 :� DA--1 � �s.�. <h N bit V 0 O hcD h�o^ \ <� ��//� � �� /��m� s47 R f C V \ Vnb--�f�<r/�l�/% '0000- 598 \ 1 .� 590 CP 000 0 m r- ^� co4� ,'596 � 'l0 '1`l' .l �`�--�4;7'- S8 `b� �� oNo 2� w`�� ' rn 9 9N 39 rn r �cP \ \ ern LLO � L0 h h /� h % 5� 6� O 6J _h a h ch�h \ 4\ \ rl I)/ rJI l I lei r Lj V/ I/ / 1� / r �- 11 ./ (�- \ 0 5 , DOr / 2 0' 8�6r �ftg � \(IN FEE '� \ © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 OF T y C° KORY WILKINSON°°� 135779 ° Digita Signed 04/18/2024 LU Q u wLL J U) U)00z <� wz� w X �� LL ~ LU w w0 z 0_ 0� o ULL �Of U z2z ox� Owo F- zC/)< w>- 0U)Cf) PROPOSED GRADING PLAN JOB NO.: 19WO5146 DATE: MAR. 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 1, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-201 SHEET 1 NUMBER EXHIBIT F - Fire Lane Identification SITE WORK POINTS POINT # DESCRIPTION NORTHING EASTING 1 NE CORNER BAKER TANKS 7043814.12 2380214.79 2 SE CORNER BAKER TANKS 7043888.72 2380333.26 3 NW EXTERNAL CORNER 4'-Y WALL LIFT STATION 7043999.09 2380412.83 4 SW EXTERNAL CORNER 4'-3" WALL LIFT STATION 7043943.01 2380410.33 5 MATCH TO EXISTING FENCE 7044060.15 2380541.57 6 NW CORNER FENCE 7044016.81 2380330.70 7 SW CORNER FENCE 7043886.16 2380413.01 8 SE CORNER FENCE 7043924.45 2380469.93 9 MATCH TO EXISTING FENCE 7043961.28 2380479.45 10 N CORNER OF METER VAULT 7043971.67 2380381.45 11 E CORNER OF METER VAULT 7043964.39 2380388.31 12 N CORNER FENCE 7044058.26 2380464.89 O Id ]d Id �d -Id l �— REMOVE JERSEY BARRIER AND INSTALL ss 4 1 0 6 \ .a TUBULAR DOUBLE SWING I BARRIER GATE O 8' PERMANENT PEDESTRIAN ACCESS EASEMENT SEE DETAIL � a LOT 4R1, BLOCK 1 SABRE GROUP CAMPUS 99-C-509� ADDITION 20' ° fl " ° CABINET A SLIDE 12216 �� / EXIST. FIRE r ° `° HYDRANT P.R.T.C.T. / Od 80 -3 1 /4 11 / PROPOSED Otis ACCESS CARD FgpAb R W/ % FIRE LANE MARKINGS ° ' j DEPARTMENT d4 d. ° KNOX BOX 8 Al d , DIA � 5 DIA \ / 12 y INSTALL CONCRETE 4 r PAVEMENT d INSTALL 4' I d ,J c� Ss MANUAL GATE SS 99 C 504 X 2� O I / Q CL J D02 O Y ° d �. 99-C-506 I ti/♦ INSTALL CEDAR FENCE - INSTALL 24 SLIDING 4 e y� X GATE WITH OPERATOR Y� d ° ° y ° H 99-C-506 X SS J D03 4 /A d J ° d ° 99-C-506 s ° PROPOSED SS o w J a 44 d ACCESS d ° d d ° ° ° d U) SS ° ° eJINSTALL d O v, J SS 41 ° a a A. / d O 6 w ° ° J 4 41 d -'A ° -BOLLARD d A 4 CONSTRUCT / ° d TYP 4� ° ° �� 3 d d4 ° 4 J D03 SIDEWALK / ° O ° 99-C-504 /J O / d4 °.J /J4 d = ' ° 4 d ° /J y� O 11 CRANE � ° ° d 4 Hose lay length is J J d d d A ° d ° ° aJ 4d ° 4 a 10 MONORAIL do ti4 �, less than 300' ° d04 d A 6" DIA / ° J . r ° J d ° ° � L J4 d d O LIFT ° 4 ° J STATION ° ° ° ° / d d 4 .0y� PROPOSED — — _ —° / J 4 J '�� FLOW METER ° J° O d ° /J a 4 ° ° d ° ° VAULT INSTALL ° d ' °4 a ° J d 4 BOLLARD d / 18' d '6J ° J ° ° ° ° ° ° / d /� TYP. J ° J a�JJ DIA / � ' d A ° n J ° ,J4 ° J °° d ° 4 d ° A ° ° 4J d \ 05-S-101 D03 < d 4 41 ° 4 4 99-C-504 ° J / 4 4 d ° J ° J 20' �& A8 6' A/ d ° ° 4d ( /J ° 4 4 O� - ° e / d - ,J m a a CONSTRUCT \� 4 ° r SS LO d � e 4 ua J ° y� FL 'C SIDEWALK O J STAGING A AREA O �J ° ° d ° ° LIFT STATION CONSTRUCTION ° /d 4 d d 47' ° 4 ° d D08 ° 6 ° O �' -34 4 ° 99-C-507 � D18 \ ° °d /0 ° J ° d �d 4 ,d ° ° J ° 4 4 IA 1/�}(1nTl�j 4 d , ° d ° J 4d ° 4 /d4 d 4 -1 ° 4 ° , !� / 4 -1 ° ° d ° / J4 ° ° ° d 4 ° � VG O` ° � Q �j J d ° '`' d V ° d d ° 4 / -1° ° °4 d ' -14'° ° \ / 4 d °/ ° d O 4 d d a1 a4 ,-1 J 4 d J d/4 -1° d / °4 °jam O d4 ° / 4 J 4 4 d d 4 Al ° J ° 4 d d d�/ ZQ ° 4 ° / d d °J 4 / J 4 d J d 4 � O� C..) �- A ° - / ° Jd d 4 4 4 / ° J d ° d 4 \ S\ J ° INSTALL CONCRETE 4 ° 4 ' ° J �o / 4 PAVEMENT J All d ° 4 J 40 d ° 4 d ° , 4 J d 4 � 6) Qi I \ d4 ° °° d 4 /J ° ° ° ° d d ' 4 J ° ° d ° d d 44 A /� ° A 4 d d /4 d /J ° O! /J J ° 4 d /J 4 4 ° / d ° 4 J d ° °° d 4 A d ,$ ° J ° 4 d 7 INSTALL CEDAR FENCE °- O 4 ° ° /m ° JtJ ° 4 ° 4 ° J d k° 4 J ° 4 I 4 °J D02 �l(y�'�� / J ° ° d ° / 4 J d ° ° ° 4 d ° / J 4J ° ° A�,!'U'/ 4 /J J d d A d ° J J d 4 4 / J 4 6 I. ° ° INSTALL 99-C-506 (�� 4 / J 4 4 d d 4/ 611A18 � d ° 4 ° 4 ° d .A INSTALL 8 d d' AN J ° d BOLLARD I 4 4 TRENCH 'a d ° y d J TYP. \ I y 4 4 O O J D03 ° /d a 'J ° ,; DRAIN � 4 d � °� �` 4 4 4 � ° �, 0- DIA , 4 J 4 , ° d 4 J° 4 J d°° ° 4 ° d ° �-� ,J 4 99-C-504 O 4 d d 4 J N y 4 /J J ° 4 ° d 4-1° ° d O SITE LAYOUT COORDINATES 6�` 4 4 J ° d ° 4 4 �Y J 4 J / 4 4° d a 4 / ° / ° J Y d 4 J 4 1\' d 4 d J 4 4 / d 44 J ° 4 4 l�(1l / d J d 4 NOTES: . J -� 4 ° J ° DIA 4 4 d {4 d J ° d d 4 O 1. ALL SITE LAYOUT COORDINATES ARE EXTERIOR WALL o- J y 4° l% ° / J ° CORNERS UNLESS OTHERWISE NOTED. ° . d 4 d 4 J 4J -y 4d ° 4d / d -1FRAC TANKS d/ ��T 4 d 4 4 ° BY OTHERS O�� 2. NORTH INTERCEPTOR JUNCTION BOX AND SOUTH ° d ' 4 A d INSTALL INTERCEPTOR JUNCTION BOX ARE DOGHOUSE STYLE 6oIA18" 4 4 J ° ° d 4 d BOLLARD CAST -IN -PLACE CONCRETE STRUCTURES. 4 41 4 TYP NOTES: A. INSTALL CONCRETE PAVEMENT. SEE DETAIL D06 99-C-504 BID ALTERNATIVE: INSTALL GRAVEL PAVEMENT D04 99-C-504 BID ALTERNATIVE: DO NOT INSTALL CURB AND FLUME ON THE WEST SIDE OF THE ONCOR EASEMENT IF GRAVEL PAVEMENT IS INSTALLED INSTEAD OF THE CONCRETE. LJ a J o- d /J ° 6"-18 DIA \ / 4 ° 4 D03 ° 99-C-504 INSTALL BOLLARD TYP. FRAC TANKS BY OTHERS D03 99-C-504 / / / / i a—. Oy Oti ninj Case #: ZA24-0019 om (IN FEET) / OX © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w Lu 2 H O z_ Of ofwf=00 O 00�=z u) Ilz(nmw oD0— cn Z w�a— Zb O QwQ�F=� w>zoU� ww�oN�� Z 0 w ZW w z O 0 0 O gILL ;1-0w U a - CD O LLJ rnL CZ) (q�Nw0 � pQit _13� ww F-D a - co z O o_ U w 0 w Q 0 w w� � J cf) �06z VJ wz2 i� w c� X �; w w� z 0_ 0� o ULL �� z�z O� O Ow_ z� zl-< F— Q w>-� 0 U) co PROPOSED SITE PLAN- OVERVIEW JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY: JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 1'l IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-102 SHEET 1 NUMBER SURVEY CONTROL POINT # NORTHING EASTING ELEVATION DESCRIPTION 5/8" 1 R W/CAP 1 7044017.12 2380261.80 582.02 STAMPED "REFERENCE POINT" MAG-NAIL IN 2 7044114.47 2380510.99 574.04 ASPHALT 3 7044020.66 2380526.21 576.17 X IN CONCRETE GEOTECHNICAL BORES BORE ID BORE DEPTH NORTHING EASTING B-16 60.0' 7043926.34 2380419.83 B-17 60.0' 7043932.15 2380464.82 B-18 60.0' 7044062.36 2380460.93 B-19 60.0' 7044086.26 2380506.89 TEST HOLE DATA BORE ID BORE DEPTH NORTHING EASTING TH-1 5.8' 7044014.04 2380268.64 TH-2 6.5' 7044014.10 2380343.00 I SURVEY NOTES: 1. CONTROL IS BASED ON NAD83 (2011) USING TEXAS STATE PLANES, NORTH CENTRAL ZONE, AND ELEVATIONS ARE BASED ON NAVD88. DATE RECEIVED: APRIL, 12, 2021 2. GEOTECHNICAL BORINGS WERE COMPLETED ON 2022-12-07 BY KLEINFELDER. 3. TEST HOLE DATA DONE ON 2023-03-29 BY THE RIOS GROUP. EASEMENT AND RIGHT-OF-WAY / OWNER: / \ O USACE TRINITY RIVER AUTHORITY OF TEXAS / No. D212153806 O.P.R.T.C.T. / O JULY 27, 2012 i y� ld ld� ld- Id Id _Id PARCEL 21 FURTHER DESCRIBED IN _Id i VOLUME 13679 PAGE 125 ' 8 SS / D.R.T.C.T.� � O / /a z „LoLO " W ' - i/ Off-��°.�� a`% a`= � ° , 20 � tip . ". �.� \ O / W ` ` LO B-19 - 50 EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT EXISTING CABINET A, SLIDE 7212 / _cd- V I I 27" PVC SS P.R.T.C.T. - DIA,8 �� 6„ 18.. DIA O B- 18 EXISTING 20" FM / _ ° e / / /N K �- - OWNER: I - TRINITY RIVER co o TH-1\ 20" FM TH-2=N 0 ® AUTHORITY OF TEXAS J � ,�� ° i Oy ,� �� / " , EXISTING MAIN �` I `� �cbQ) �0) KIRKWOOD LIFT Oy ^� STATION / 0 Lg - EASEMENT AND RIGHT-OF-WAY / / I EXISTING e w DIA TRINITY RIVER AUTHORITY OF / \ I / ELECTRIC I I "I I O LOT 3 BLOCK 1 N J y� BUILDING l TEXAS / / �'ca? � No. D212153806 O TEXAS WHEELHOUSE, LLC. y CABINET A, SLIDE 7214 O.P.R.T.C.T. Pl �` M.R.T.C.T. / � 5 \ I JULY 27, 2012 / / / / / A 8„ �PARCEL 19 DI �� \ \ FURTHER DESCRIBED IN 1 A / / '/ CITY OF SOUTHLAKE \ \ VOLUME 3679, PAGE 126 / / i� 20' UTILITY A8D.R.T.C.T. _ / O� / EASEMENT i 20 \ VOL 13218, PG 339 B-17� / (D.R.T.C.T.) 18" \$A DIA V 1 \ OVERFLOW EASEMENT / GO�S�� / /Q =�`/ OWNER. �S 6DIA18 I 1 1 TRACT NO. C-2560 �c��p�,�'P / / / o� �_" / EXISTING �� CITY OF SOUTHLAKE VOLUME 4558, PAGE 505 �C.�,`��G / / ��"�so r\ 27" PVC SS N CABINET A,SLIDE7N IN _ ��,� / 44, I � 212 \ P.R.T.C.T. I I \ I I l Oy O \ �K$h a1.1. 1 .`yJ]I,V\;'� DIA DIA y ` " ,. EASEMENT: / / Oy I ^ DIA / � / 111 lY ? n\`581� I TEXAS POWER & LIGHT COMPANY I / VOLUME 8078, PAGE 2033 ^ J� A�18 D.R.T.C.T. / DIAI CALLED 4.621 ACRES s8p 7\ J JAN UARY 30, 1985 h� / DIA18 \ I TRACT NO. 2 6D1A18 579- - IDA18� �J 6 DIA"-18" IV 578 - - J a DIA ^o / 66% 0 10, 20'40.0 .... .MENIIIIIIIIII (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w LU= 0 _0 � z O �LI>-00 O LLZz Lu zmw LL z p� -zc/) F - - - p U� Jt 0 a w 4F-� O U LU _jw=oz)a wOUN�C� (If m� C� - LLZi� cn Iwo 0� W z wZ>- Ov� C:) p 2E-~S ILL c��w o U U00�Oa- p � Lw 0 Cf)°Qujw D am z 0 U U) w 0 w Q 0 W L~L J w z Lu Q W z w 2i �2W F > �Wp ILLw0 o� wLU �0_ > 0 ULL z G z �O 0W0 zU)a ^z 1 \ 0 vJ vJ EXISTING SITE PLAN - SURVEY OVERVIEW JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY- MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-101 SHEET 1 4 NUMBER SITE WORK POINTS POINT # DESCRIPTION NORTHING EASTING 1 NE CORNER BAKER TANKS 7043814.12 2380214.79 2 SE CORNER BAKER TANKS 7043888.72 2380333.26 3 NW EXTERNAL CORNER 4'-3" WALL LIFT STATION 7043999.09 2380412.83 4 SW EXTERNAL CORNER 4'-3" WALL LIFT STATION 7043943.01 2380410.33 5 MATCH TO EXISTING FENCE 7044060.15 2380541.57 6 NW CORNER FENCE 7044016.81 2380330.70 7 SW CORNER FENCE 7043886.16 2380413.01 8 SE CORNER FENCE 7043924.45 2380469.93 9 MATCH TO EXISTING FENCE 7043961.28 2380479.45 10 N CORNER OF METER VAULT 7043971.67 2380381.45 11 E CORNER OF METER VAULT 7043964.39 2380388.31 12 N CORNER FENCE 7044058.26 2380464.89 (i) SITE LAYOUT COORDINATES NOTES: 1. ALL SITE LAYOUT COORDINATES ARE EXTERIOR WALL CORNERS UNLESS OTHERWISE NOTED. 2. NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOX ARE DOGHOUSE STYLE CAST -IN -PLACE CONCRETE STRUCTURES. NOTES: A. INSTALL CONCRETE PAVEMENT. SEE DETAIL D06 99-C-504 BID ALTERNATIVE: INSTALL GRAVEL PAVEMENT D04 99-C-504 BID ALTERNATIVE: DO NOT INSTALL CURB AND FLUME ON THE WEST SIDE OF THE ONCOR EASEMENT IF GRAVEL PAVEMENT IS INSTALLED INSTEAD OF THE CONCRETE. / FOC oy O�� ld ld Id Id -ld -ld -ld -ld—'� pp i SS0 16 O o 20'a�°° O % , . .° PROPOSED ACCESS CARD READER v X V6' ta„ 'D 18.. 12 INSTALL CONCRETE ° PL- X PAVEMENT d V/ SS 99-C-504 ° ° /� INSTALL CEDAR FENCE / X d d I y O- INSTALL 20' SLIDING ° D02 99-C-506 _ GATE WITH OPERATOR ° ati X z Doi ss d ° „ ° - w 99-C-506 ° PROPOSED J °° ss oN w J a °44 ACCESS ° J ° d d ° d ° °' 6 Q ss d °Jd INSTALL BOLLARD ' d ° ° Q- a,�. 1 1� 6DIA"-18"� 1 6 DIA'_18' 41v J �J Q- J a O d ° d° o J / J ° A d � O ° P d J ° aaJ ° 6 J d roq J A d O ° J d ° ° / y� PROPOSED a -1 FLOW METER A a ° d -A° VAULT ° J d ° < d ° J d ° d ° ° / , J °d d °d ° ° ° d ° ' °J xd d d A ° / J ° ° d d ° d d 05-S-101 \ r a d J °A A °° L o� ° ° J ° ° °g ° / J°d d ° ° ° O J ° d ° ' '� ° ° ° ° d ° STAGING AREA DURING J / -1°° /JV y� GO"?- °d ° ° ° LIFT STATION CONSTRUCTION d °d ° 6d J d d d d d /d ° d ° ° J ° ° d d °, -1° d ° ° ' ° ,� d -1° ° ° ' ,J d ° d -1 A° V o / ° J d d d ° ° / d ° ° d ° V �/��♦ ° A d ° d ° d -1 d d J d ° ° d d °J d v ° d ° }�I INSTALL \' d , � J ° d BOLLARD 6"-18"° J J ° ° ° ° d DIA TYP. J d D03 ° Al A 99-C-504 DV8" \ \ IA i'/ y- 1 d / ° ° D03 I, 99-C-504 INSTALL BOLLARD TYP. �'— FRAC TANKS BY OTHERS Li INSTALL BOLLARD TYP. D03 99-C-504 0 y� FRAC TANKS BY OTHERS TYP. 3 ° d J 99-C-504 °/J a a CRANE o A A d ° MONORAIL d a' 2' X 2' COLUMN 8 20'-11" ° LIFT STATION ° ° _d ° / --_ / J ° Al- INSTALL d ' d° , YE BOLLARD ° IL / TYP. ° J / D03A ° ° d 99-C-504 CV I 47' LJ El oti / / / / 0 CI i/ - 6? �m I � STALL CEDAR FENCE \ D02 I I 99-C-506 I I O fi / CONSTRUCT SIDEWALK ss D08 99-C-507 N 0 0 10, 20' 40' 60' y� (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w w 2 O (D � Z_ Of Of 0 LLZ�ZmLu ILL. Z 0D Uzi w vim 0 �p o� Z U W Lu= N Z) a- o�(3 C� U)-2wz� Cn I-w0 0� W Z wZOU� 00 2— ~�(.0 ll� UOw o U00�0- rnouw,0 cl)°Qi*� ww am 9 z O 0 U) w 0 w Q 0 W LLLL (J 06 Z LU Lu LU Yw0 ILL of w 0 LU >� vLL Z 2i Z �O pw0 z Z U) Q Q 0 (n (n PROPOSED SITE PLAN- OVERVIEW JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 m i" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-102 SHEET 1 NUMBER YARD PIPING COORDINATES CENTERLINE POINT # NORTHING EASTING DESCRIPTION ELEVATION P03-01 7043941.08 2380403.38 569.33 24" 45° BEND P03-02 7043949.48 2380395.48 569.33 24" X 20" REDUCER 20" 45° VERTICAL P03-03 7043972.39 2380373.90 569.33 BEND 20" 45° VERTICAL P03-04 7043983.90 2380363.06 574.61 BEND 20" WYE CUT -IN P03-05 7044014.06 2380334.66 574.61 AND SOLID SLEEVE ON EXIST. 20" FM PO4-01 7043947.51 2380397.33 569.33 24 X10 TEE PO4-03 7043942.42 2380392.15 569.33 10" 22.5° BEND PO4-04 7043939.57 2380391.00 569.33 10" 11.25° BEND PO4-05 7043858.61 2380358.17 574.20 10" 11.25° BEND PO4-06 7043857.14 2380357.57 574.20 10" 11.25° BEND PO4-07 7043855.20 2380357.14 574.20 10" 45° BEND 10"X10" TEE W/ FILL PO4-09 7043851.86 2380359.23 574.20 STATION ASSEMBLY PO4-10 7043848.54 2380361.31 574.20 10" 90° BEND 10"X10" TEE W/ FILL PO4-11 7043809.95 2380300.14 574.20 STATION ASSEMBLY 10" 90° BEND W/ FILL PO4-13 7043771.39 2380239.04 574.20 STATION ASSEMBLY 2" TEE AND 2" BALL VALVE P05-01 7044038.67 2380543.96 571.16 DOWNSTREAM ON EX. 2" W P05-02 7044038.67 2380421.95 574.50 2" 90° BEND P05-03 7044019.05 2380421.95 575.00 2" 90° BEND P05-04 7044018.85 2380412.99 575.50 2" X 2" TEE P05-05 7044019.05 2380367.34 577.00 2" 22.5° BEND P05-06 7043942.11 2380180.10 577.00 2" 22.5° BEND P05-07 7043901.95 2380148.63 577.00 2" 45° BEND P05-08 7043816.37 2380202.50 577.00 2" 90° BEND P06-01 7044006.58 2380376.12 571.50 2" 45° BEND P07-01 7044014.06 2380344.03 574.61 20" X 6" REDUCER P07-03 7044014.06 2380466.99 572.71 6" 45° BEND P07-04 7044040.93 2380493.86 572.33 6" 45° BEND P07-05 7044040.99 2380521.97 572.00 6" 90° BEND P08-01 7043848.22 2380364.76 573.25 8" 90° BEND P09-01 7044007.59 2380375.71 572.00 8" 45° BEND VALVE COORDINATES CENTERLINE POINT # NORTHING EASTING DESCRIPTION ELEVATION 20" PLUG VALVE ON V03-06 7044014.06 2380331.54 574.61 EX. 20" FM 10" PLUG VALVE VO4-02 7043944.45 2380394.22 569.33 VO4-02 6" PLUG VALVE VO4-08 7043851.24 2380358.25 574.20 VO4-08 6" PLUG VALVE VO4-12 7043812.17 2380298.74 574.37 VO4-10 6" PLUG VALVE VO4-14 7043773.56 2380237.67 574.20 VO4-14 6" PLUG VALVE V07-02 7044014.06 2380348.44 574.61 V07-02 ABANDON THIS PIPE WHEN O�� SSMH-03-01 TO SS-M H-01-02 CONNECTION IS INSTALLED o� ld ld mod- Id Id Id - Id TO TREATMENT \ / 8" SS ss FACILITY -o � �,�� o SSMH-03-01 y / 4' MANHOLE N=7044135.46 E=2380432.88-- C 16 STEEL CASING o SSMH-01-02 BOTOC �3 STA. 10+61 6' DROP MANHOLE Wi 99-C-508 AND CARBON CANIS- o w N=7044047.83 E=2380459.52 A] Yr PIPING KEYNOTES 30" \ ,� / X D04 PO' O# PIPING LAYOUT COORDINATES / = O INSTALL 2" ,� 8 SS 05-C-508 h, 05-C-: YARD HYDRANT 2" W - PL 4" SLEEVE �¢ �` SPgFZ� SSMH-02-03 99-M-502 30" SS STA. 20+35 (Pow j 48" STEEL ss 6' DROP MANHOLE CASING (P07-04 N=7044007.59 / / l vo 6"-18' DIA \ IS"211 W 4" SLEEVE DIA .,A8�„ P05-07 } \_/ A 2" W o,- \�WDIA6` I \ P05-06 REMOVE INTERNAL DROP FROM EXISTING MANHOLE AFTER FLOW HAS BEEN DIVERTED / FROM EYNSTING COLLECTION SYSTEM w c NORTH INTERCEPTOR :NT MANHOLE _ SSMH-01-01 STA. 11 +26 6' MANHOLE N=7044047.83 E=2380525.16 ' Dli 7il � I, L 2" MAGNESIUM HYDROXIDE FEED ss D02 �I D03 99-C-5091 99-C-509 SSMH-01-03 CO7-0?5 �P05-04P05-01P07-01 �� ( P05-03 -( SEE 05-X-101 FOR 10+00 �/ (P05-05 �--/ �/ STA. 10+25 0 i ANK DEMOLITION (Poo �--/ ss 6'MANHOLE -� REMOVE 90 AND CONSTRAINTS NOTE "H" Y �/ 11+00 N=7044023.62 11+60 - INSTALL TEE AND � 20" FM - _ ( V03-06 \ �( 8" SS (FM) ss Oti P09-01 p 20 SS (FM) 2" PD P06-01 P03 �/ D03 05-C-302 99-C-508 6p' SURGE VALVE VAULT AND CLEANOUT ( P03-04 p 99-C-509 �\ ( P03-03 METER VAULT (PO�2 \ 0 05-S-101 l V0 o v NOTES: INSTALL 2" 1. EXISTING PIPING IS SHOWN BASED ON AVAILABLE RECORD DRAWINGS AND YARD HYDRANT INFORMATION PROVIDED TO THE ENGINEER. PIPING ELEVATIONS ARE FOR D05 CONTRACTORS BENEFIT. CONTRACTOR SHALL REVIEW EXISTING RECORD DRAWINGS AND FIELD VERIFY LOCATIONS AND DEPTHS OF ALL PERTINENT 99-C-506 LINES PRIOR TO CONSTRUCTION. 2. FOR ELECTRICAL DUCT BANK INFORMATION SEE ELECTRICAL DRAWINGS. (Po�8 3. NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOX ° ARE DOGHOUSE STYLE CAST -IN -PLACE CONCRETE STRUCTURES. PIPE INSIDE THE JUNCTION BOX WILL REMAIN INTACT AND ONLY BE CUT FOR FLOWS TO NEW 30" RS LINES AFTER NEW LIFT STATION AND FORCEMAIN AND METER 6D'A18" � VAULT IN OPERATION FOR A MINIMUM OF 30 DAYS WITHOUT AN ISSUE.�h` \ KEY NOTES: ...... �6-18" oIA A. INSTALL FILL STATION ASSEMBLY. SEE DETAIL D01 99-C-506 B. PENETRATION ON MANHOLE WITH INTERNAL DROP CONNECTION TO v�l l l DISCHARGE 2' ABOVE CROWN OF 30" PIPE. SEE DETAIL D031r ( PO4-13 99-C-509 BID ALTERNATIVE: REMOVE 10" FRAC TANK FM AND 2 OF THE 4 FILLING STATIONS. VO4-14 ) A] °N PO4-11 VO4-12 ) AI E=2380432.45 I 0 2" BALL VALVE -- /N =pl DOWNSTREAM SS ( P07-03 6" SLG (FM) CONNECT TO EX. °° WET WELL W/ P07 POSITIVE DRAINAGE ° ° 05-C-303 INSTALL SLIDING GATE J a ON EX.27" \ INTAKE LIFT STATION _____� PO4-01° 10-S-104 P03-01 PROPOSED EASEMENT Oy ( Po 0-03 - O N 30" SS ( PO4-04 oti 10" SS (FM) PO4 � 05-C-303 ( PO4 05 (PO4-06 C PO4-07 ( PO4-09 lvs A PO4-10 10+92 05-C-302 0 0� SEE FACILITIY 10 PROCESS PLANS=o FOR PIPING o / CONTINUATION 'co / C / SSMH-02-02 STA. 21 +10 I 6' DROP MANHOLE N=7043933.31 E=2380398.25 I D02 I 8" SS 05-C-508 I P08 I -10+00 05-C-303 I Po\ 8-01j oy / O / oy O ti� I / A fi U) U) ti N SOUTH INTERCEPTOR MANHOLE SSMH-02-01 STA. 22+36 6' MANHOLE N=7043933.31 E=2380525.16 FROM EXISTING COLLECTION SYSTEM 0 10, 20'40.0 ----(IN FEET) - © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w w= -0z of�w>- oo p OLL 0- LLJz m W LL Z 0D UzU) p �Lu �J�o° W>QNUZ) wOVo0a (If O C� U) LLL u U) U)U) I_Lu0 O ~ Lu Z wzOv� C:) p 2E-LL ~Q0�w o U U0pLo �a-Q�� wi Lu - z 0 w U U) w 0 >R n > w LLl LL J 0 Cn 06 Z Q LU Z 2i W 2 > F Y Lu p w 0 LU i0 UL- Z 2i Z �O 0Lu z Z U) Q �Q 0Cn(n PROPOSED YARD PIPING PLAN JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY- MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 1„ IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-301 SHEET 1 NUMBER BOLLARD TYP. MUST BE OFFSET FROM FILL STATION PIPE BY >1' ON EACH SIDE 6" MANUAL PLUG VALVE 10"X 6" REDUCER V /\ V V'.JI VVI\L I L I 1ILJ- 4" THICK FILL STATION ASSEMBLY SCALE: NONE 0TM17:-rt-LJC17) Q A 17) END PANEL APPROVED BY ENGINEER CEDAR FENCE v^' ` 4" OD PRIOR TO INSTALLATION. D03 SLIDING GATE 99-C-506 SCALE: NONE CAST IRON ROUND CAPS (TYP.) 0 ZN 4" SQUARE TUBE POST-11 GAUGE (TYP.) 1-1/2" SQUARE RAILS-14 GAUGE (TYP.) 8,_o„ n 1-STRAND BARB WIRE (MIN. 4 PT) — 3/4" SQUARE TUBE PICKETS 14 GAUGE —2" SQUARE TUBE - 14 GAUGE WROUGHT IRON --2" SQUARE TUBE - 14 GAUGE WROUGHT IRON 1 "X 6"X 6" CEDAR PICKET (TYP.) 2" SQUARE TUBE - 14 GAUGE WROUGHT IRON 1-1/2" SQUARE RAILS- -� 14 GAUGE I I (TYP.) WROUGHT IRON ° 2' WIDE X 4" THICK CONC. MOW STRIP `.. CONCCRETE MOW STRIP W/ 6" X 6" W1.4 WWF CENTERED IN CONCRETE -3000 PSI CONCRETE (TYP.) (VIEW FROM INSIDE) I - �00000000 nri 0 00 r'ni�i�r 00�a ii ICI �i.l �00000000000000 l 19 19 l 19 �00000000000000 I, l I�� I � I�i l 19 I oa000 i III I 19 11 I� 000� 111 Illllli 111111111111111111111111111111111111111111111111111111111111111111111111111111111111IIII IIII 11111111111111 'llr' LATCH SQUARE ROD RAILS-14 DISCONTINUE • RE TUBE-'' — GAUGE MOW STRIP (TYP.) (TYP.) OF WROUGHT CONCRETE DRIVE- • 3/4" SQUARE TUBE PICKETS 14 GAUGE -GALVANIZED OR SS FASTENER TYP. PER GATE MANUFACTURER 2 SQUARE TUBE - 14 GAUGE WROUGHT IRON �2" SQUARE TUBE - 14 GAUGE WROUGHT IRON —LATCH/ LOCK DEVICE 1 "X 6"X 6" CEDAR PICKET (TYP.) 2" SQUARE TUBE - 14 GAUGE WROUGHT IRON -1-1/2" SQUARE RAILS- 14 GAUGE (TYP.) WROUGHT IRON GATE TO BE CENTERED ON NEW DRIVEWAY (VIEW FROM INSIDE THE LIFT STATION) 8' CEDAR FENCE AND GATE 99-C-506 SCALE: NONE © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 Lu LU 2 o 0 2 H z of 121�w>oo Lu O LL Z Co Lu LL. Z 0::) U)z� O U)� J�O° F- W>QNUZ) LU _CN0 al z []f m U) z Cn �-Lu0 O� L Z wz>-Ov� 0 O 2E-F-- LLI o U U00L�LLa- L a- Q ww am a- z O U U) W r) W Q t� W L~L J u) Cn °6 Z Lu Q L z Lu L Yw0 IL LU w 0 LU > 0� F L— z 2i Z �O 0Lu z� zU)< �Q oU)u CIVIL DETAILS VI JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 97:L'MIN10It10R1LTA I:1:11G7 99-C-506 SHEET 80 NUMBER KEYNOTES: DENOTED BY SYMBOL O 2 EXTENT OF EXCAVATION INDICATED FOR BIDDING PURPOSES ONLY. GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF THE EXCAVATION. BACKFILL WITH CLSM (PLOWABLE FILL) AFTER LEAKAGE 3 TEST HAS BEEN COMPLETED. POUR IN 3 LIFTS UP TO TOP OF SHALE BEDROCK WITH NO LIFT BEING MORE THAN 8'-0" HIGH. ALSO, POUR IN 3 LIFTS TO BOTTOM OF VALVE VAULT SLAB WITH NO LIFT BEING MORE THAN 8'-0" HIGH. ALLOW 3 DAYS OF CURE TIME BETWEEN EACH LIFT. 4 FLEXIBLE BASE COURSE. 5 4" CONCRETE MUD SLAB ON EXPOSED BEDROCK. 6 ASSUMED DEPTH OF BEDROCK FOR DESIGN. CONFIRM WITH ENGINEER IF ACTUAL DEPTH IS DIFFERENT. 7 SHOTCRETE. 8 NONWOVEN GEOTEXTILE FABRIC. � T/BEAM _ L. 595.75 - - © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE 5 TON CAPACITY IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED MONORAIL HOIST INSTRUMENTS OFPROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w� �w>00 � 0z I O w0U00u) LL FINAL MAX z 0ww��m� GRADE FINAL MAX GRADE SEE DRAWING 05-C-103 FOR EXCAVATION LIMITS 01- O Q w > _ z 0 EL. 576.00 T/WALL EL. 575.87 z U 1 LU __ EL_576.33=====_____=__________Z� D0 -III-III-III-I I -III-III-III-III-III-III=1 I I -III -III -III_ _III -III -III -III -III -III -III -III -III -III -III -I I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I III III III III III III III III III III III III III III III III I11= 1 III III III III III III-11I III III-11I-11I III III-III-11I III III -III- U L w �` m z =III=III=11 =III=III=III=III=III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1=11=111=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 U) z w III III III III 11 111 III III 1 11 11 11 III III III III 1= J L J L J 11 III III III III III III III-1 I III-1-1 111 III-1 I I-1 I III III z - z -_---------------------------------------------------------- Z IJ_� =III=11 =III=III=III=III=III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1=11=111=III=III=III-III-III-III=III-III-III-III-III=III=III=III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 I- C) w - 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0 w it w III III III III III III III III III III III III III III III III III- -III III III III III III III-1 III III-1-1 III III = a = EL. 570.00-III-III-III-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-1-11I-11I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-1 w 0 III III III III III III III III III III III III III III III III 1= 1 III III III III III III-1 III III-1-1 III a I I-III-III-III-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1 -1-1 I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1-1-1-1-1-1-1-1-1-1-1 - III III III III III III III III III III III III III III III III III III= - III III III III III III III III III III III III III III III III III III III III III III III III III -III III III -III -III II III -III= =III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1 -1II-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1I III III III III III III III III III III III III III III k o o • o 1 III III III III III III-1 III III-1-1 IIIIIII 1 II-1-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II- ® ® -1II-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1I } 1 I I, I I _ =1 I _III III III III III III III III III III III III III= =III III III III III III III III III III III III III III III III III III III III III III III III III -III III III-11I m � ' I I III III III III III III III III III III III III III III III 111= 1 I I III III III III III III III III III III III III III III III III III III III III III III III III-1 I I III I I I 11 III-III-III-III-III-III-III-III-III-III-III=III=III=III=III=1 =III=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III I I � I I I-III-III-III-III-III-III-III-III-III-III-III-III-III-I11= ®o 1 I I -III -III -III -III -III -III -III -III -III -III -III III III III III III III III III III-III-III-III-III-11I-I I I I_III-III-III-III-III-III-III-III-I I_I I -III -III -III -III -I -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1-III 8 z � I -III -III -III -III -III -III -III -III -III -III -III -III -III -I 11= 1 I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1 I I- o =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 -III=1=1=1=1=1=1=1=1=1=1=1=1 1= -III=1=1=1=1=1=1=1=1=1=1=1 I-III-III-III-III-III-III-III-III-III=1=1=1=1 1= a- -III -III -III -III -III -III -I I_I I -III -III -III -III -I -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I 1= v I -III -III -III- I -III -III -III -III -III -III -III -III -III -III -III III III -III -III -III- 0 -III-III-I I -I I -I I -I I -I I I_I I I-_II-111-111-I -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III w 4 II -III -III -III -III -III -III -III -III 111=III=III-III- II -III -III -III -III -III -III -III -III -III -III -III III III -III - 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2 1-III III=1=1 I- I_=1=1=1=1=1=1=1=1 = - = 2 -�i� III III III II II III III III III II -III III III III III III III III III III III L SOIL -I11=III=III=11I III -III -I -III=11I I11=III=III=_=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1I1= I III III III III I III III II =III III III III III III III III II III III III III LLJ ILL ENGINEERED 5 5 J co SHORING = CcQ 06 Z Z LU a x W SHALE BEDROCK - SHALE BEDROCK � 0 LIJ - - 3 ; � � O D_ 3 �H UL-- Z 2i Z 7 7 0 O p w 0 co z j w co Q N I- Q � � a PROPOSED III III EXCAVATION SECTION II WET � EL. 529.50 L TOS - JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: SJC 5 DRAWN BY: FSR CHECKED BY: SJC SUGGESTED EXCAVATION BAR IS ONE INCH ON ORIGINAL DRAWING 1 AND SHORING SECTION ° IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 10-X-101 10-X-302 SCALE: 1/4" = 1'-0" DRAWING NUMBER 10-X-302 SHEET 36 NUMBER 14 EL. 577.66 TOS EL. 576.33 EL. 575.14 BURIED VALVE BOX OPERATOR SEE DETAIL 01 99-M-502 EL. 569.33 VALVE VAULT TOS EL. 566.33 (L EL. 563.77 32 m ADJUSTABLE PIPE SUPPORT (TYP OF 8). SEE DETAIL 03 99-M-501 � WET WELL TOS EL.529.50 34 WALL PENETRATION 08 (TYP OF 5). SEE DETAI 01 99-M-503 36 6" COMBINATION VALVE (TYP OF 4). SEE DETAIL p� r 99-M-504 WALL PENETRATION SEAL (TYP OF 5). SEE DETAIL 02 99-M-504 27 > (35 16)(17) (18) K27 3" P D EMERGENCY HIGH LEVEL - LSHH EL. 560.00 WALL MOUNTED VERTICAL PIPE SUPPORT (TYP OF 8). SEE DETAIL 01 99-M-501 5 TON CAPACITY MONORAIL HOIST 19 4 2'- 1 3/4� 21 14" SS 36" X 72" ACCESS HATCH (TYP OF 5). SEE DETAIL D02 99-S-504 316 SS GUIDE RAIL 29 6" PD U WALL PENETRATION. SEE DETAIL 02 26 99-M-504 U) U) ALL PUMPS ON - LSH ' EL. 539.50 PUMP 2 ON - - - - - EL. 537.63 OgL TARGET SETPOINT / PUMP 1 ON / PUMP 2 & 3 OFF EL. 535.75 PUMP 1 OFF - LSL EL. 533.88 ALL PUMPS OFF - LSLL 20 EL. 532.00 DISCHARGE ELBOW BY PUMP MANUFACTURER GROUT 1:1 26 26 BAFFLE WALL RE: STRUCTURAL SUBMERSIBLE PUMP (TYP OF 4). - SEE NOTE 1 MONORAIL SUPPORT e�® o PROCESS SECTION 2 10-P-101 1 10-P-302 SCALE: 1 /4" = 1'-0" MOTORIZED OPERATOR (TYP OF 2). SEE DETAIL D03 99-M-506 MANUAL OPERATOR (TYP OF 2). SEE DETAIL D03 99-M-506 12 GOOSENECK VENT WITH GRAVITY DAMPER (TYP OF 3). SEE DETAIL 02 99-M-506 01 EL. 533.81 GROUT 100 SLOPE STEM GUIDES LOCATION AND SPACING PER MANUFACTURER STEM GUIDE (TYP OF 6). SEE DETAIL 04 99-M-502 36" X 36" SLIDE GATE (TYP OF 3). SEE DETAIL D02 99-M-505 KEYNOTES: DENOTED BY SYMBOL O 01 02 36" 30" X 36" MANUALLY OPERATED SLIDE GATE DI WALL PIPE (PE x PE) 03 27" LENGTH AS REQ'D SPOOL (PE x PE) 04 24" DI LENGTH AS REQ'D SPOOL (PE x PE) 05 24" x 24" x 14" REDUCING TEE (MJ x MJ x MJ) 07 24" 24" 24" MJ CAP ISOLATION GATE VALVE (FLG x FLG) GATE VALVE NUT OPERATED (MJ x MJ) 08 09 10 24" 90° BEND (MJ x MJ) 11 24" TEE (FLG x FLG x FLG) 12 24" TEE (MJ x MJ x MJ) 13 24" 24" WYE (MJ x MJ) 90° BEND (FLG x FLG) 14 15 24" 45 BEND (FLG x FLG) 16 14" PLUG VALVE - V406 (TYP OF 4) 17 14" FLANGED DISMANTLING JOINT 18 14" SWING CHECK VALVE - V605 (TYP OF 4) 19 14" DI WALL PIPE (FLG x FLG) 20 14" x 8" ECCENTRIC REDUCER (FLG x FLG) 21 14" 90" BEND (FLG x FLG) 22 14" BLIND FLANGE 23 14" x 14" x 4" REDUCING TEE (FLG x FLG x FLG) 24 14" DI LENGTH AS REQ'D SPOOL (FLG x PE) 25 14" DI LENGTH AS REQ'D SPOOL (PE x PE) 26 14" DI LENGTH AS REQ'D SPOOL (FLG x FLG) 27 14" FLANGE COUPLING ADAPTER 28 8" CONNECTION SUBMERSIBLE PUMP 29 6" FLAP VALVE V650 30 4" PVC DRAIN PIPE 31 3" PVC DRAIN PIPE 32 3" BALL VALVE NUT OPERATED 33 2" DI WELDED STUB (PE X PE) 34 2" MANUAL BALL VALVE (TYP OF 4) 35 PRESSURE GAUGE AND SWITCH W/ANNULAR SEAL 36 PIG CLOSURE / ACCESS DOOR 37 NON -INTRUSIVE PIG SIGNALER FROM COLLECTION SYSTEM 30" SS NORTH & SOUTH INTAKE INVERT EL. 539.65 WALL PENETRATION (TYP OF 2). SEE DETAIL 01 99-M-503 NOTES: 1. BID ALTERNATIVE TO REMOVE NEW PUMP NO. 2. THE ASSOCIATED GUIDE RAILS, PIPING, VALVES, FITTINGS, AND PUMP VFD WILL REMAIN INSTALLED. 2. BID ALTERNATIVE TO REMOVE MANUAL SLIDE GATES AND WALLS. © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w Go 10� �0z'D~z O °z�ooU) LL Z 03: z0w F__ O ' U wwQc~nmn O�wZ�p�O J �F_0-��LLo0 N z cnw0 �0 _U �_>_co, (n U) Zz~LLu W z wLLQzz- 0O 200 O2E �w=OUP o U OOQ�-a- O cy)�a ALL cy) = L�N0 -� w �a~wCQ a 9. z O a- U w 0 w Q 0 11i W J Cn Z_ W x � Q W a_ 2 Lu > YWO w0 w0�a_ > 0�0� UL- Z 2i Z �O OLLJO z � W U)Q � Q 0 Cn U) LIFT STATION SECTION II JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: JAP DRAWN BY: FSR CHECKED BY: JCC BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 10-P-302 SHEET �� NUMBER qAp" ff-z F I o C) 0 ISOMETRIC VIEW 10-P-901 SCALE: NOT TO SCALE 30" SS FROM SOUL COLLECTION SYSZ 30" SS FROM NORTH COLLECTION SYSTEM 30" SS FROG COLLECTIOI 30" %<: COLI ISOMETRIC VIEW 10-P-901 SCALE: NOT TO SCALE © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w ry CO�QF00 0zD�z O ILL 0 0 �, LL z 0z 0 w O wwQcnmcn cn>z— O �w�~O� U p—z) w2 a z �w0"ID0 Uco �z�wWOf � (n z--LL F- LU z LUILOzz— p O 20°0°2 Dw a CUOOac�0d 0-)O 0) ILL 0-)0�=N0 *k w 7-a~wU) 0- m z 0 a_ U U) w 0 w Q 0 w b LU ILL J U) U) Z_ LU X � Q W F ILL Y W p LU Lu 0 LU >� 0LL- �� Z 2 Z �O 0Lu LU>H � Q 0 U) U) LIFT STATION PROCESS ISOMETRIC VIEW JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: JAP DRAWN BY: JAG CHECKED BY: JCC BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 10-P-901 SHEET � 1 NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 ww 0E- co 0z��z O ILL 0 0 �, LL z C) zoW O wwQcnmcn cn5;z— O Z U w�p~O� W� —� a U� �zF- LL Co W z LUILozz� p O 20 0() U vw '�,-�a o 0-)OOQ�0 Da ' ? U_�� a~WU) a m .r� 0 � - co 24" SS LLJ � TO DCRWS U) WWTP J � � � �S Z 00 Z Lu Q Lu Lu00 Lu ° vti,_ Yw0 Lu 0 LU r O� z�z O O w O zP zc~nQ �Q Lu 0�� LIFT STATION PROCESS ISOMETRIC VIEW II JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: JAP DRAWN BY: JAG ISOMETRIC VIEW CHECKED BY: JCC �10-P-902 SCALE: NOT TO SCALE BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 10-P-902 SHEET 52 NUMBER z 0 U Lu W Q W 13'-0" 2'-0" 2'-5" 1 05-S-101 05-S-302 © 2024 GARVER, LLC GRATING SUPPORT, w SEE DETAIL 01 � J T EASAND DESIGNSCONVEYED HIS DCUMENT, ALNG WITH E 99-S-505 OLU o LU 2' x 2' SUMP HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF ACCESS LADDER, 3/4" ALUMINUM ODUCTI , LLC. ANY ISTRIB SEE DETAIL 02 GRATING ROF EPRS DOCUMENT, LONG TI H THE IDEAS AND DESIGN CONTAINED 99-S-506 c HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY 2�ALLOWED IN THE GOVERNING c:) SERVICES PIPE PENETRATION TYP, AGR EMENTONAL FORTHSWORK. SEE DETAIL D01IL '01 REGISTRATION NO. 99-M-503 F-5713 Lo 3'-0" N w }mof =w- O �000 - OZ=�z TO EXISTING FROM LIFT LL Z o v Oz o w 0 20" FOR CEMAIN I I o STATION _ o O~ a w w z 0 10 ' I I N 20"SS � � Z U �0�w�0� 05-S-101LO5-S-301 I I ILT rt 00 U) o U a z � cnw�N�z U -�0 8'-4" 16'-8" (OZ ZZ}LLLu Z� FE-14 1- - 1 20" x 24" ECCENTRIC -1 �p O j O O z0 Ov UJ 0 5000 o U w co of CLAMP -ON REDUCER 00 co � � 0 0- 20" 20" 450 VERTICAL ULTRASONIC rn Q a < co"to BEND (MJ X MJ) FLOW METER D w 4t w =a=wco CD m c z o_ 1'-off 8'-off 1'-0" 1'-6" ~ WALL CORNER a_ REINF, SEE DETAIL 04 10' - 0" TYP 0 99-S-501 0 M FOUNDATION PLAN 05-S-101 SCALE: 1 /2" = 1'-0" w PROJECT o NORTH 1 1'-off 05-S-101 05-S-302 o co _ W ILL I Cn06Z ADDITIONAL REINFORCEMENT I / Q W Z W AROUND OPENING, I / Lu 2i SEE DETAIL 03 I WLu 99-S-502 I � > IL W p Y W U � 1 /I o ULL O� 05-S-101 05-S-301 / b Z 2i Z O�O z_ 72" X 48" AL DOUBLE LEAF I W U) < ACCESS HATCH (WITHOUT I Q 0 0) U) GUTTER), SEE DETAIL 02 I L J 99-S-504 I METER VAULT PLANS I I L — _ — — — J #5 x 3'-6" DIAGONALS @ EACH CORNER, TOP & BOTTOM, TYP JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: SJC 10' - 0" DRAWN BY: JAG CHECKED BY: KAP BAR IS ONE INCH ON 2 TOP PLAN ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, 05-S-101 SCALE: 1 /2" = 1'-0" ADJUST SCALES ACCORDINGLY. PROJECT DRAWING NUMBER NORTH 05-S-101 SHEET �� NUMBER NOTES: 1. A CLAY LAYER SHALL EXTEND FIVE FEET MIN BEYOND THE EXTENTS OF THE BACKFILLED REGION WITH THE FOLLOWING PROPERTIES: <2% ORGANICS MOISTURE CONDITION TO +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACT TO AT LEAST 94% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 2. SCARIFY, MOISTURE CONDITION TO -1% TO 3% OF OPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 3. BACKFILL WITH TXDOT ITEM 247, TYPE A OR D, GRADE 1 OR 2, OR WITH SELECT FILL MEETING THE FOLLOWING PROPERTIES: PI BETWEEN 8 AND 15 LL<_35 <_ 70% PASSING NO. 200 SIEVE <_ 2% ORGANICS in, - nil =T ON r-1 SECTION 05-S-101 05-S-301 SCALE: 1 /2" = 1'-0" METER VAULT TOF EL.580.50 © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w0� LL]w000 � o��z O LL 0 w O Lu zU)mo OZ wof>~O� L u 2E CN a —cn 0 Z cnLU LN�z U ~0m~� Wz wL��L`z� Q O �OEE0O� o U �w0� w 0000� 0a Co LL O� oa<� Q�o Dwitw =a=wcn �aD 91 z 0 a ry U L7 w 0 w Q r) w ry 0 i&p I LLJ LL � J � Cn °6 Z Q LU — 2i W 2 > LL Yw0 LJJ0 win >0� FL— Z 2i Z �O 0Lu z Z U) Q �Q oU)u METER VAULT SECTIONS JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: SJC DRAWN BY: JAG CHECKED BY: KAM BAR IS ONE INCH ON ORIGINAL DRAWING 0 T. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-S-301 SHEET �� NUMBER #6@12" HORIZ W/ #6@12" CORNER BARS co zo Im"I 10'-0" 8' - 011 EDGE OF OPENING BEYOND #5@12" EW, T&B #5@3" T&B #6@12" VERT BARS 20" CLAMP -ON ULTRASONIC FLOW METER FE-1401-500-01 W5 1'-0" 6" WATERSTOP TYP, #8@12" 20" SS SEE DETAIL D03 DOWELS • • 99-S-501 #5@ 12" s s Q EW, T&B • • • s • • • • O • • \1"PIPE SUPPORT,STD HOOKo SEE DETAIL 99-M-501 EW, T&B • • 5' - 10" 2' - 011 13'-0" 1 SECTION 05-S-101 05-S-302 SCALE: 1/2" = 1'-0" FG, SEE CIVIL - - � SEE NOTE 1 ACCESS LADDER, SEE DETAIL D02 99-S-506 EL.585.75 li- TO WET WELL 3/4" ALUMINUM GRATING 01 99-S-505 F WALL TO FND JOINT, SEE DETAIL®p 1' - 6" 99-S-501 TYP 2'-0" _ 2'_6" T P 5'-2" A RhfiwfL x 2' SUMP[ _ _ TO EL. 596.75 SEE NOTE 3 EL. 575.33 SEE NOTE 2 NOTES: 1. A CLAY LAYER SHALL EXTEND FIVE FEET MIN BEYOND THE EXTENTS OF THE BACKFILLED REGION WITH THE FOLLOWING PROPERTIES: <2% ORGANICS MOISTURE CONDITION TO +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACT TO AT LEAST 94% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 2. SCARIFY, MOISTURE CONDITION TO -1% TO 3% OF OPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 3. BACKFILL WITH TXDOT ITEM 247, TYPE A OR D, GRADE 1 OR 2, OR WITH SELECT FILL MEETING THE FOLLOWING PROPERTIES: PI BETWEEN 8 AND 15 LL <_ 35 <_ 70% PASSING NO. 200 SIEVE <_ 2% ORGANICS METER VAULT TOF j'� EXCAVATION SLOPE PER OSHA SUMP PUMP PMP-1401-500-001 (10) BENT #6 EACH WAY © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w0� ILL] w000 � o��z O ILL 0 0 � w O Lu zU)mo OZ wof>~OE L u 2E CN a 0, F 0 z c) LU LL - z U ~r)00 W z wL��L`z� p O �OEE0�� o U �w0(�w 0-1 00p��Oa LL Cy)��<� Q�O 0witw =a=wcn �a0 9. z 0 a U w 0 w Q 0 w 0 i&p I LLJ LL � J � Cn °6 Z Q LLu LJ z W Lu LL LU Yw0 LJJ 0 LU >0� UL— Z 2i Z �O 0Lu z Z U) Q �Q fnww METER VAULT SECTIONS II JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: SJC DRAWN BY: MAR CHECKED BY: KAM BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-S-302 SHEET 24 NUMBER NOTES: 1. PROVIDE HOSE RACK AT ALL WALL AND YARD HYDRANTS UNLESS A HOSE REEL IS INDICATED ON THE DRAWINGS. 2. CONTRACTOR TO PROVIDE 100' OF 1" HOSE. 3. LESS POST & CONC FOR WALL MT INSTALLATION 2' — 011 END PLATE SS HARDWARE, (4) AT WALLS OR (2) AT POST FAB 3/8" ALUM PLATE w 4 - #4 BARS EVENLY SPACED, EACH WAY 2'-0"x1'-6"x4" CONCRETE PAD I I I I I I I I I 0 WELD 4"SQ. ALUM TUBING IIIo I I o o a o I I o oa adl a Id 4 I° 4 I a � I la I d I I< I L�_J a — a d I I II SELF SUPPORTED HOSE RACK 99-C-504 SCALE: NOT TO SCALE "US 200" OR APPROVED EQUAL WOVEN GEOTEXTILE FABRIC cD N 6" ODOT TYPE "A", COMPACTED TO 100" STANDARD PROCTOR DENSITY (AASHTO T-99), FLUSH W/ GRADE OR PAVING 8" LIME STABILIZED NOTES: SUBGRADE 1. SEE GRADING PLANS FOR FINAL PROPOSED GRADE SLOPES AND GRAVEL DRIVE ROAD WIDTHS GRAVEL PAVING AREAS 99-C-504 SCALE: NOT TO SCALE 5" 2'1 0 z ' W Q 0 0- z 0- �Uw Qocn UZQ(D } = Z (-o = ^Q Lo a 4 2„ 4 4 a a d Q O Qd d d 4 O 4 _ d m d d O 4 a 9 4 a d 4 a a d d d a 4 ' 7" 1'-5" INTEGRAL CURB AND GUTTER 99-C-504 SCALE: NOT TO SCALE -U0 o A P70 G;T 4 n19 f-%fl C\A/ CONCRETE FLUME DETAIL 99-C-504 SCALE: NOT TO SCALE MATCH PAVEMENT SLOPE ROUNDED TOP OF CONCRETE 2500 PSI CONCR 6" BLACK STEEL PIPE SCHEDULE 40 PAINTED PLACE ADJACEN SURFACE AFTEF BOLLARD IS SET COMPACTED SUBGRADE 2500 PSI CONCRL #4 BARS @ 8"O.C. EW 8" MIN. COMPACTED COMPACTED BASE COURSE © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 =LU co0 0�LLJ oz = O LLB o E5 w LL zw 0oU)m;Qo -z�O J�z O U � � w2� m oU � z �L.ND(D Ooo�z _D zz�Lu LLUH p O 0000� w L I- 0-1 co 0-) OODLU ow �La 0-)� Q wLu D 4t w CQ �a�w a z O 6" 6" � U MIN. MIN. Iw In TYPICAL BOLLARD 99-C-504 SCALE: NOT TO SCALE 2' UNDERCUT AND REPLACE W/ - SELECT MATERIAL AS APPROVED BY ENGINEER. WHERE SOIL IS EXCAVATED DEEPER THAN THE MINIMUM 2' IN PAVED AREAS, ALL FILL BELOW THE PAVEMENT SHALL BE SELECT =III III III III III III III III= I CONCRETE PAVING 99-C-504 SCALE: NOT TO SCALE w Q 0 w 11i LLJ J Cn z Lu x L.f_ QQ Lu a_ C w Lu > YL0 L0 wNa_ > 0� UL— z 2i z �O 0�0 z � W � Q � Q 0 Cn U) CIVIL DETAILS IV JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: MSM DRAWN BY: FSR CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 99-C-504 SHEET �� NUMBER