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Item 7A - Narrative and PlansDecember 16, 2024 Planning and Development Services City Southlake, Texas 1400 Main Street Suite 310 Southlake, Texas 76092 RE: ZA24-0073- Chapel Crossing- Rezoning Request- Revised S-P-2 Regulations Dear Sir or Madam, We are respectively requesting approval of a revision to the previously approved S-P-2 Concept Plan for the Chapel Crossing office development, located at the SW corner of SH-114 and White Chapel Blvd. The current S-P-2 (Generalized Site Plan District) zoning was approved in 2014, as Ordinance No. 480-667. This zoning approval allowed for a Phase I, 3 story, office building of 51,000 s.f. to be built, as well as an expansion of approximately 23,000 s.f. to be built in a future phase. The Phase I building was built; the expansion has not. The approved Concept Plan (Exhibit B, dated September 29, 2014), shows the expansion building adjacent and attached to the Phase I building, on a single lot. With this revision, we propose to separate the expansion building from the existing building, and carve out a separate lot for it to be located on. The revised Concept Plan, submitted herein, proposes substituting a separate, 2 Story Office building, of approximately 30,000 s.f., located on the NW portion of the site, within a new, separate lot. This new structure would be instead of the previously approved 23,000 s.f. addition to the existing building. The facade of the new structure would be of a similar nature to the existing Phase I structure, complementary in design and materials. Also included in our submission is a Tree Conservation Plan and a Landscape Plan, using the previously approved Landscape Plan as a guide, but making sure to meet the Buffer yards and Interior Landscaping requirements for the site as a whole. The requested zoning is S-P-2 Generalized Site Plan District, following the 0-1 Office District Uses with all previous conditions of approval remain in effect. In addition, we are questions the following exceptions and additional requirements: 1. A parking requirement of one space for every 225 square feet of building area, regardless of occupancy. 2. Allowable Building Height shall remain three (3) stories. 3. Maximum predominant building height (actual) shall remain 50'-0" and ornamental elements remaining at 60'-0". 4. Building Setbacks along internal property lines shall not be required. 5. Buffer Yards along internal property lines shall not be required. 6. A shared parking, cross access easement and shared maintenance agreement shall be required. Required parking for all built uses shall be provided within the S-P-2 boundary; parking requirements for individual lots shall not apply. 7. Parking Space Requirements: All Uses: One (1) space for each two hundred twenty five (225) square feet of Net Leasable Area. 8. Dumpster Enclosure Location: Dumpster enclosure shall be permitted as shown on the Concept Plan, on Lot 1R1. This additional dumpster enclosure shall serve Lot 1R2, and will require a shared use agreement prior to issuance of a Certificate of Occupancy for the proposed building on Lot 1R2. 9. The elevations for the second building shall be consistent with the Phase I building, including the stone treatments. 10. We respectfully request the attached site plan changes, including revisions to the parking number, configuration, and building size and height. 11. We respectfully request that the proposed building uses be allowed include Ambulatory Surgery Center in addition to a medical office. 12. We respectfully request that the site be allowed to increase its impervious area. We understand that this could lead to an increase in detention that will be needed for the site, etc. 13. We respectfully request that the revisions to the open area, Tree Conservation, and proposed landscaping be reviewed to address the revision to the site plan, etc. 14. We respectfully request that the Traffic Impact Analysis be deferred to the Site Plan submittal. The following variances to Driveway Ordinance No. 634, as amended, were approved with the original Zoning Change and Concept/Site Plan for Southlake Office Plaza (ZA13-106) and with Chapel Crossing (ZA19-0064). We will request that these variances be carried over with the current request: 1. Section 5.2.c prohibits commercial driveways on local and collector streets. A variance was requested to allow a commercial driveway onto Countryside Ct., which is a local street. (Please note that Countryside Ct. serves primarily non-residential traffic). 2. Section 5.2.d requires a minimum stacking depth of 100' for both driveways. A variance was requested to allow the stacking depths as shown on the Site Plan and Concept Plans with approximately 43' of stacking depth shown on the E. S.H. 114 driveway and approximately 48' of stacking depth shown on the Countryside Ct. driveway. We thank you in advance for your help and time. Please let us know if you have any questions or concerns or if you need any additional information. Sincerely, Cumulus Design OWNER: COUNTRYSIDE BIBLE CHURCH EXISTING ZONING: S-P-1 (DETAILED SITE PLAN) L.U.D.: PUBLIC / SEMI PUBLIC v M 3 M �"0 c z D�cn ADS m .x. 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ZA24-0073 n CROSSING- Phase 2 TREE PRESERVATION PLAN' Leemin �Q���°SCA�oappr, y: CHAPEL CD g CD Design Group n o -: drawn by: No B STATE HIGHWAY 114 SERVICE ROAD �_ y L �-4- ti c Landscape Architecture LM SO UTH LAKE TEXAS4913 Rufe Snow Drive, Suite 101-B North Richland Hills, Texas 76180 '9 (817) 577-0889 Fax (817) 577-0896 leemingdesigngroup@sbcglobal.net date: ` 12- � �- �� ------------------------------ - 4. MITE STRIPING ..00000,,''ooll 4• MITE `r STRIPING (TYP) y� PROPOSED 24' WADE FlRELANE EX. CONCRETE 4• WHITE STRIPING (TYP) O 9.0' 9.0' UNDERGROUND UTILITIES 9 PROPOSED 24' WIDE FlRELANE PROPOSED 2-STORY OFFICE BUILDING ±30,000 SQ/FT 23 m 4EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN D S.H. 114 SERVICE ROAD EX. CONCRETE 6- 05.26'52• (LT) R-5746.50' L-652.04' C-651.89, CH. BRO.- S 6030Y1• E---______ nR Q - - U — OH��� — OHU OHU— LEGEND — EXISTING CURB — PROPOSED CURB — — — — — — — PROPOSED SAWCUT 4" 3500 PSI REINFORCED CONCRETE a' — PAVEMENT ON A LIME TREATED SUBGRADE. (REFERENCE GEOTECHNICAL REPORT) 5" 3500 PSI REINFORCED CONCRETE — PAVEMENT ON LIME TREATED SUBGRADE. (REFERENCE GEOTECHNICAL REPORT) 6" 3500 PSI REINFORCED CONCRETE — PAVEMENT ON A LIME TREATED SUBGRADE. (REFERENCE GEOTECHNICAL REPORT) © — PARKING COUNT arPns sr tt _ E OHU p © ° / �D O zs'Sr w e01"� 24' COMMON ACCESS, EMERGENCY ACCESS, J PLO PR�Rp\>�'00 / AND UTILITY EASEMENT (DOC. NO. D217024042) 0o er40'1ea.4• 65.t7 � d o-� .0, CHORD- 19 0 16.0• 4' WHITE O, GGFgb SOD, STRIPING - � (TYP) A 0 4" WHITE 'L�Ci7 STRIPING '0o'?q- ` tR OO G ,j (TYP) EXISTING 3-STORY �'i�9nO�` \ \ \ O p BUILDING O`i'�"�+ ` \ \ 1\ N Z � f5100 SO\FT � ±51,0 i ® fF-647.3f ? �� ® °\ \\ \\ _�------4* WHITE ---------� .. LJ (�)STRIPING 24COMMON ACCESS, boa EMERGENCY ACCESS, / AND UTILITY EASEMENT" \ / (DOC. N0. D217024042) DUMPSTER ® XXX / \ % / / I Q ENCLOSURE �to �P\ems LPG \ O,G X�G�S G v G / sideG Ov� F7@ lO �o 15' DRAINAGE & UTILITY EASEMENT \ \ S\` ��S7' (VOL. 388-213, PG 31) \ \ O� _\ \� C-201.96' CH. BR0.- S w oi,.\oe LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES N NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY 3 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE 81 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT N AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 3 CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. 4" WHITE STRIPING (TYP) 4- MITE STRIPING O 0A 0 Y . '(� P�OP�OF''CP OG� , R`LR�PF- QLP FR\ P' o G� 0 R 0 O P S etc 0 1� G� \ OAS 1�P��O� 9,��5 o��SR�GopG Go ENGINEER: OWNER: CUMULUS DESIGN, INC. CHAPEL CROSSING MEDICAL, LTD. P.O. BOX 2119 245 W STATE HWY 114 #300 EULESS, TEXAS 76039 SOUTHLAKE, TX 76092 PH: 214.235.0367 O N • � O LO C7 O LO .� O (n 0 40 80 a)a � ~o DRAWING SCALE (n O � N In 1 =40 .0).� co co = � N E O N � o � a) U N cD If v�A�E OFT�- • MATTHEW �RAG• • , %, -� 103469 ww� I�sroNAL 1 /6/25 SITE DATA SUMMARY LEGAL DESCRIPTION: RAVENAUX VILLAGE ADDITION BLOCK A LOTS 1 R1 AND 1 R2 ZONING: SP-2 LAND USE DESIGNATION: RETAIL COMMERCIAL GROSS ACREAGE: f6.140 ACRES (f267,464.25 S.F.) NET ACREAGE: f6.140 ACRES (f267,464.25 S.F.) LOT COVERAGE: ±176,631 S.F. (0.66%) OPEN SPACE: ±90,833 S.F. (2.09 ACRES)(34%) BUILDING AREA: ±32,660 S.F. NUMBER OF STORIES: 2 STORIES (Appx. 45') MAXIMUM BUILDING HEIGHT: ±32,660 S.F. SQUARE FOOTAGE BY USE: f81,000 S.F. AMBULATORY (MEDICAL OFFICE, SURGICAL SERVICES) TOTAL FLOOR AREA: ±81,000 S.F. (51,000 EX) (30,000 PROP) PARKING REQUIRED (1 PER 225 SF OF GFA): 360 SPACES PARKING PROVIDED: 360 SPACES ACCESSIBLE PARKING REQUIRED (1 ACCESSIBLE SPACE/25 STANDARD SPACE): 12 SPACES ACCESSIBLE PARKING PROVIDED: 10 SPACES LOADING SPACES REQUIRED (1 PER 10,000 TO 49,999 SF FLOOR AREA): 2 TOTAL (1 PER BUILDING) LOADING SPACES PROVIDED: 2 TOTAL (1 PER BUILDING) NUMBER OF PROPOSED LOTS: 2 LOTS RESIDENTIAL DENSITY: N/A IMPERVIOUS COVERAGE: ±176,631 S.F. (4.06 ACRES)(0.66%) F Tic 4� aSITE RONTgG�cRO 0 qO z COURT IDE COURT W �EI'gs 77,, Lu U � RONTq 2 � GFROgO m z W HIGHLAND STREET VICINITY MAP MAPSCO: 11-Z NOT TO SCALE ZONING CASE NUMBER: ZA24- 0073 Ld i Q 0 (n N LL- O cn Q �LLJ V 1 Z Q = LLJ P— C)Q a_ CD z m z � O 0 J L U W � Q Z U Q 0 J LLB LLJ U a- �_ rz U 46 PLOT DATE 01 /06/25 DRAWING SCALE 1 " = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER 01 RVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING \PLANS\SITE PLAN CD24020.DWG u EX. CONCRETE - L=315.12' EXISTING BOUNDARY LINE 4 WHITE STRIPING (TYP) cd Noo> .5 L 4" WHITE STRIPING (TYP) \ 2 PROPOSED 24' �> WIDE FIRELANE Z_ 7 a 6- UNDERGROUND UTILITIES -1EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN y LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES N NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTORS) TO VERIFY THE HORIZONTALLY AND VERTICALLY 3 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE �1 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT N AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 3 CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING \PLANS\PA VING PLAN CD24020.DWG R5 0 PROPOSED 24' WIDE FIRELANE Noo> w J m Q (Y A--- 06'29'52" (LT) Q R=5749.50' C=651.69' CH. BRG.= S 60*50'11" E OHU � OHU 4" WHITE STRIPING (TYP) PROPOSED 2—STORY OFFICE BUILDING f 30, 000 SQ/FT OHU TC4EE., 4" WHITE STRIPING (TYP) 4" WHITE STRIPING (TYP) N 0 C 1 N 60'54'18* S.H. 114 SERVICE ROAD a 6'25'52" 0= Hll L=36. OHU kLi C= 5.48 OHU "L_'l_f OL"WO D=S �5'25'37" W 24' UUMMUN /Auur-JJ, / EMERGENCY ACCESS, / AND UTILITY EASEMENT (DOC. NO. D217024042) Q). 1 SENSE! R= L= C= CHI OF vi Cn w U U_ 4" WHI' STRIPIN (TYP) `o U CV LL z > a a r_ C a E 6 .o. 0 4" V STRI (TYF 0 24' COMMON ACCESS, EMERGENCY ACCESS, / AND UTILITY EASEMENT / (DOC. NO. D217024042) LEGEND - EXISTING CURB - PROPOSED CURB N - - - - - - - PROPOSED SAWCUT • - CD Lo 4" 3500 PSI REINFORCED CONCRETE J) Lo PAVEMENT ON A LIME TREATED ,�_ O ti SUBGRADE. (REFERENCE GEOTECHNICAL U) REPORT) 0 20 40 a N I,- 5" 3500 PSI REINFORCED CONCRETE ~ 0 PAVEMENT ON LIME TREATED DRAWING SCALE (n CD SUBGRADE. (REFERENCE GEOTECHNICAL 1"=20' N REPORT) _(10 6" 3500 PSI REINFORCED CONCRETE � z - PAVEMENT ON A LIME TREATED SUBGRADE. E O N (REFERENCE GEOTECHNICAL REPORT) E oo m N U LLNC�� © - El PARKING COUNT OF v • MATTHEW • RAG• • • , %.. :... 1 • • 03469 ww :� o�•,lfCENs�p,.��w� G I I '10NAL PAVING NOTES: 1. ALL MATERIALS AND CONSTRUCTION WITHIN STREET RIGHT -OR -WAY SHALL CONFORM TO STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THIS PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL APPROPRIATE UTILITY COMPANIES FOR THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA. 4. THE PAVING CONTRACTOR SHALL NOT PLACE PERMANENT PAVEMENT UNTIL ALL SLEEVING FOR IRRIGATION, ELECTRIC GAS, TELEPHONE, CABLE TV, SITE IRRIGATION WATER LINES, SIGNAGE AND WIRING, ETC. HAVE BEEN TESTED AND PASSED. IT SHALL BE THE PAVING CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SLEEVING IS IN PLACE PRIOR TO PLACING OF PERMANENT PAVING. 5. ALL PAVING AND EARTHWORK OPERATIONS SHALL CONFORM TO THE ANY AND/OR RECOMMENDATIONS IN THE GEOTECHNICAL INVESTIGATION REPORT AND ALL APPLICABLE CODES AND ORDINANCES. 6. ALL DIMENSIONS ARE FROM BACK OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDING UNLESS OTHERWISE NOTED. 7. ALL SIDEWALKS SHALL MAINTAIN A 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. ALL ADA SIDEWALKS SHOULD INCLUDE ALL LANDINGS AND MARKINGS, ETC. 8. CONTRACTOR TO MATCH EXISTING JOINTS WITH JOINTS IN NEW PAVING WHERE THEY ABUT. 9. ALL CURB RADII ARE 1.5' UNLESS OTHERWISE SPECIFIED (EXCEPT FOR AT END OF PARKING SPACES.) 10. ANY PROPOSED LANDSCAPING SHALL BE PLANTED WITHIN THE PROPERTY. 11. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION RULES AND SPECIFICATIONS. 12. POWER POLES TO BE BRACED AS NEEDED AT CONTRACTOR'S EXPENSE AS REQUIRED DURING CONSTRUCTION. 13. CONTRACTOR SHALL HYDRO MULCH DISTURBED LANDSCAPE AREAS AND/OR SOD PER THE DIRECTION OF THE OWNER"S REPRESENTATIVE OR AS SHOWN ON LANDSCAPE. 14. PLAIN AND REINFORCED CONCRETE WORK SHALL CONFORM TO ACI 318-95. 15. ALL CONCRETE SHALL DEVELOP 3500 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH UNLESS OTHERWISE NOTED. 16. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL AND SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE. 17. WELDED WIRE FABRIC SHALL MEET ASTM A185 SPECIFICATIONS. 18. ADMIXTURES SUCH AS ACCELERATORS OR PLASTICIZERS SHALL NOT BE USED WITHOUT APPROVAL OF THE ENGINEER AND ANY USE IN PROPOSED CONCRETE SHALL EXCEED DESIGN CRITERIA STRENGTH, ETC. 19. SPLICES SHALL BE IN ACCORDANCE WITH CLASS "B" SPLICES PER ACI 318-95. CONTRACTOR MAY USE 36 BAR DIAMETERS FOR ALL SIZES. 22. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE THREE-QUARTER INCH MINIMUM CHAMFER. 1 /6/25 LiJ Y Q 0 N Li— O � W Q X Q �_ LLJ Z U 0 i z m z cf) D CD (/) J 0 0 W U Z � > U Q = z Q U Q W _ = Q U _ % U 0INNER_ ANEEN- � �- Immism- 411111111- �- PLOT DATE O. o 01 /06/25 DRAWING SCALE / CUMULUS PROJECT # CD24020 ZONING CASE NUMBER: ZA24- 0073 SHEET NUMBER oN 0 z 0 J EX. CONCRETE Q Q S.H. 114 SERVICE ROAD 649.8 I\ (LT H .4 \ L=36. OHU CHORD S 0HU p l 0 U 05'25'37" W _ U \ OHU- OHU` --TrTu `fig 5\� 649.3 24' COMMON ACCESS, A OHU' 0' 650.5 - / EMERGENCY ACCESS, 0 s� N ��6 r / AND UTILITY EASEMENT OH EX. "Y" INLET �S d% 655. O d� � / (DOC. N0. D217024042) HU TOP= 649.90 0� , 653.5 652.5 EX. 18"= 645.50 A=40*14'34" TW=f67. 71,51.5 .,� T" �=85.10' 7/ NG=f65' .0 ` h 654.5 651.5 � L=59.77' 655.2 \ C=58.55' coh CHORD=S TW=f 57. `y 49.8 08.16'26" w� NG=f 6. 655.4 ' 652 7 651.7 51.7 656.1 654.2 �54 _648. c0 653.5 / / 64 TW=f�58. NG=f656.0 655.0 1- 654.3 D ' 654.2 G�,�- 653.8 ` 654.5 o TW=f65 .0cn I _ NG=f656.0 ` 653.1 O O o i 654.4 : ` Q CAP 18" RCP 653.2 654.3 1 I FL. 18" RCP=644 2 ` PROPOSED 648.8 1 � J o I TW=±6 .0 654.3 2-STORY FF=f655 O - z NG=t65 5 653.7 OFFICE BUILDIN �' 1 ±30,000 SQ/FT - o D I �- 65 8 654.0 _s w TW=t659. 654.4 53.5 I ao I j NG=t655.5 654.0 TW=f66 0 I I> a NG=f655. 654.4 654 48_5 I �- I� 654.5 I I a 654.2 1 6 I oo - 654.2 I I I� 654.3 ` 648.4 w 6 TW=t660-P 654.6 NG=t655.5U0\ 654.5 i I I - oo 654.8 654.2 � I % TW=f659.6 NG=t655.8 654.6 653.E I I 647.9 64 1 654. �co 6 TW=t66 ` O- NG= 6.0 �"� 653. 651. 649.5 48.0 654.0 y y X. c e INLET TOP 646.50 , 654.3 E " (IN 642.60 TW=f659.0 653.7 NG=f657.0 654.0 s 654 653. O � o 2 ` �j d % � �> c- Tj 0 . A= 06'29'52" (LT) R=5749.50' L=652.04' C=651.69'' CH. BRG.= S 60'50'11" E • - Ex. 20" WATER ° - - _ - Ex. 12 WATER --- -- - - N 60'54'18" W 1 OHU --------- - ------ L=315.12' EXISTING BOUNDARY LINE OHU NOH in OHU a - OHU P M N N 653.7 653.3 653.0 652.0 651.0 650.5 655.3 655.0 654.4 654.0 652.8 652.4 651.5 I ` � 6'25'52" UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE =I RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE 8 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. 3 X. 2 (OUT = 642.50 652.8 6 1.1 I 1 647.9 I 64 649.5 1 A- 3>W I 1 15 unENT ENENT SEX. 8" WATER 649.3 I 02n02404s, 651.8 647.8 I x 651.2 I 1 648.5 I � ---- 64 I 6 o W 1 .70' 6 8.1 652.0 651.7 PIPy� 6493 64 .6 648.0 f 651.3 649.5 64 .7 648.3 1 65 .7 I I x � 24' COMMON ACCESS, s/ EMERGENCY ACCESS, f651.5 ` 650.5 I AND UTILITY EASEMENT 649.8 648.E 7XI / / (DOC. N0. D2170240x2)24"x24" IN _ I �1 TOP= 6,' I i EX. 18"= 64,' LEGEND - EXISTING CURB -671- - - EXISTING CONTOUR 611 - PROPOSED CONTOUR 671.76 - PROPOSED SPOT ELEVATION > - DIRECTIONAL FLOW ARROW -R- - - PROPOSED RIDGE CD N o Lo Cn Lo O .� U) 0 20 40 W X r-- F=l co DRAWING SCALE L6 1 =20 1 .� �� clo 00 = N E z N E o m U LL C,4 OF T��' , • MATTHEW • RAG• • • , %, -4 103469 :� o�••lICENs�p•.��w� G I s'foNAL E _ 1 /6/25 LLJ Q GENERAL NOTES: J 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS, CITY = STANDARDS, SPECIFICATIONS. i- 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE p CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN () OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE N CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS u-) AND OTHER DOCUMENTS APPROVED BY ALL RESPONSIBLE PARTIES OF O Q THE PERMITTING AUTHORITIES. iW X 3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM Q � LLJ TO TEXAS DEPARTMENT OF TRANSPORTATION RULES AND z = U SPECIFICATIONS. IZ 4. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ARE BASED ON FIELD CD 0 SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY Z m Z COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES IS TO BE REPAIRED (� J O AT CONTRACTOR'S EXPENSE. Z O � U 5. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS f'� Q PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST, THE CONTRACTOR IS TO U = CONTACT ENGINEER FOR REDESIGN. Q Z U Q 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND/OR ESTABLISH W Llj A BENCHMARK PRIOR TO CONSTRUCTION. Q 7. EROSION CONTROLS SHALL BE IN PLACE PRIOR TO THE DISTURBANCE OF = Q ANY EXISTING SURFACE. = F-- U 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION. 9. ALL EARTHWORK OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS PER THE GEOTECHNICAL REPORT. 10. DRAINAGE SHOULD BE MAINTAINED AWAY FROM THE FOUNDATIONS, BOTH DURING AND AFTER CONSTRUCTION. _ 11. ALL SIDEWALKS AND ACCESSIBLE ROUTE (INCLUDING HATCHED AREA ACROSS DRIVES) SHALL MAINTAIN A 2% MAXIMUM CROSS SLOPE AND A MAXIMUM 5% IN THE DIRECTION OF PEDESTRIAN TRAVEL. 12. SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. 13. PROVIDE "FLAT" LANDINGS AT TOP AND BOTTOM OF ALL RAMPS. THESE "FLAT" AREAS SHALL BE 5' LONG AND THE SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AND PARKING AT ALL TIMES. 15. SITE GRADING SHALL BE PERFORMED IN A MANNER TO DIRECT WATER AS INDICATED. SURFACE WATER SHALL NOT BE RELEASED ONTO ADJACENT PRIVATE PROPERTY. ZONING CASE NUMBER: ZA24- 0073 PLOT DATE 01 /06/25 DRAWING SCALE 1 " = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER 03 /ER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING\PLANS\GRADING PLANCD24020.DWG a mr N Q) N ° t � 3 o E � U c 3 aoo tea° ° U m � ° ono N 3 0 t OL U U E 6 \ 6S2\ \ IN, \ \\ \\\ \ \--------� S/y 7 11 \�s \ cON`'RFTF \\ \\ a s\ \ \ 4ir \ \I \ I \\ \ II l0%In 0)1 ---, � / mR wr bye\-1\\`\\v Q H / 14 / R ELL $ / N \ if.10 Aff 1 O o g 2A+ 1 I I 6Iwo _ y✓/ g ♦ v v V A OHU�- � maw' / / I / / / / At zZ J ro / Fk 1, \ ❑ \ s5 9 t 1 a / N all""17 73.17 / / TJo g? so 1 I VARIAME IWI TH R.O.W. \/ I zo > T I I I I I I \ I I I Rio /z�mo I III \ w I II .VQ J "is;maz \ \\ / N m N I I 1 I1 I \ 50 66 I I w g OWNER: XISTIN ,m L.U.D.: � ll _ 0Na \ \ ~ / TR \ ' e x24 I ek Igp/gAOET I II I I I I 1 I k �EMERC CY ACCEC AND UTIL EAS ENTJ (DOC. N0. D2 24042) _ 6N \5p 11 \ `// / 640 v � � �' cp 63 a p5 I � � I I a 1 2I\ �\ 6s 639 \ \ x - - }-I' ,'rtT .x / x \ r \ I I ► \�\ \\ ON -SITE 1 �/� - _--\ F- - 61,E-D"� __-�_ _-- -�,�o °\v EASEMENT- - - 642 - - - - ---- ftTENTIQN�// _ II --/I I l ----------- - - - - 6T� Ac I Ex. 8" WATER - 6 \ �� C I W sal erg / cn r II I I / 60 \ \ / PROP. DRAINAGE - \ I / I I II II ` O - - \ EASEMENTS ss l I G ? to M Countryside Court 6 rl i 61`•S 63jlAo I / O / J (.• 63 W O EX. ASP AL- / Fv -Ex. 8" SAN. SEWER-> pC r"y 7 al Ex.SSMH O '0p 0 s 7 \ Ex.SSMH p��it11e' >� 8c / \ / c x zE OWNER: DJC REALTY GROUP LLC y\ 32 s S � OWNER: TEW INVESTMENTS LLC �� A I EXISTING ZONING: S-P-1 (DETAILED SITE PLAN) / f /REXISTING ZONING: S-P-1 (DETAILED SITE PLAN) I o L.U.D.: Office Commercial C� / \ L.U.D.: Office Commercial N S G r SPN• c' Ex.SSMHo cam. a \"� M CAUTION ! ! ! UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. 3 LEGEND - EXISTING CURB - PROPOSED CURB 630 - PROPOSED CONTOUR - -� -� - - - PROPOSED VALLEY - R - PROPOSED RIDGE - PROPOSED FLOW ARROW - DRAINAGE AREA DIVIDE O- AREA DESCRIPTION DRAINAGE CRITERIA Q=C*I*A Iioo=9.20 in/hr I25=7.55 in/hr 15=5.82 in/hr 12=4.82 in/hr tc=10 min. EXISTING CONDITIONS DRAINAGE DATA CHART DRAINAGE AREA NO. DRAINAGEAREA (AR EA C 12 (in/hr) 15 (in/hr) 125 (in/hr) I100 (in/hr) Q2 (cfs) Q5 (cfs) Q25 (cfs) Qioo (cfs) COMMENT A 0.28 0.88 4.82 5.82 7.55 9.76 1.19 1.43 1.86 2.40 SURFACE DRAINS TO DRAINAGE AREA B, THEN TO INLET #1 B 0.30 0.88 4.82 5.82 7.55 9.76 1.27 1.54 1.99 2.58 SURFACE DRAINS TO INLET "#1" C 0.19 0.88 4.82 5.82 7.55 9.76 0.81 0.97 1.26 1.63 DRAINS TO SERVICE ROAD 114 D 0.20 0.88 4.82 5.82 7.55 9.76 0.85 1.02 1.33 1.72 DRAINS TO WHITE CHAPEL BLVD E 0.36 0.88 4.82 5.82 7.55 9.76 1.53 1.84 2.39 3.09 DRAINS TO COUNTRYSIDE COURT F 0.57 0.88 4.82 5.82 7.55 9.76 2.42 2.92 3.79 4.90 SURFACE DRAINS TO INLET "#2" G 0.28 0.88 4.82 5.82 7.55 9.76 1.19 1.43 1.86 2.40 SURFACE DRAINS TO INLET "#3" H 0.47 0.88 4.82 5.82 7.55 9.76 1.99 1 2.41 3.12 4.04 SURFACE DRAINS TO INLET "#4" 1 0.43 0.88 4.82 5.82 7.55 9.76 1.82 2.20 2.86 3.69 SURFACE DRAINS TO INLET "#5" J 1.08 0.88 4.82 5.82 7.55 9.76 4.58 5.53 7.18 9.28 SURFACE DRAINS TO INLET "#6" K 0.57 0.88 4.82 5.82 7.55 9.76 2.42 2.92 3.79 4.90 SURFACE DRAINS TO INLET "#4" L 0.78 0.88 4.82 5.82 7.55 1 9.76 3.31 13.99 5.18 6.70 SURFACE DRAINS TO INLET "#6" M 0.48 0.88 4.82 5.82 7.55 9.76 2.04 2.46 3.19 4.12 SURFACE DRAINS TO INLET "#7" N 0.03 0.88 4.82 5.82 7.55 9.76 0.13 0.15 0.20 0.26 DRAINS TO SERVICE ROAD 114 TOTAL 6.020 25.53 30.83 40.00 51.70 * THE DETENTION DESIGN WAS DONE FOR THE FULLY DEVELOPED SITE. I� 0 40 80 DRAWING SCALE 1"=40' ZONING CASE NUMBER: ZA24- 0073 CD N O • LO � Cn Lo 60 U) W X co ~ CO U) c) , M 00 = M N 'C.: Z E_ CD C N M 00 OF T�4-, • • • • MATTHEW RAG. , • 103469 •• �,�� :�-�••tICE NS$p•.��w� 1 /6/25 n � Q 0 12 N V) ILL. OQ v) Q LLJ W C/) Q I- LW Q .. W U � U z m z Q (/) J 0 Z 0 � U Q U Q � = U Z Q _j Q a- 1y U = = Q Z � U 0 /�^' V J X w I PLOT DATE 01 /06/25 DRAWING SCALE 1 " = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER 04 SERVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING\PLANS\EX. DAM CD24020.DWG Q > -------- - - - - - - Ex. 20" WATER ---- - --- Ex. 12" WATER _ - = 15.12' EXISTING BOUNDARY LINE 0 OHS' 0HL*-- OHU- UNDERGROUND UTILITIES "I EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES N NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY 3 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE �1 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT N AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE so CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 3 CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. OHU------ OHU f� /� CHU OHU Mow- OO 06.29'52" (LT) R=5749.50' L=652.04' C=651.69' CH. BRG.= S 60'50'11" E H_ N 60'54'18"yl 3 OH - - OHU bM N 1 0=.6'25'52" _ (LT) , \ L=36V OHU- �� C=35.48 OHU- O U� CHORD=S \ 05 25'37" W A 40'1 \ \/ T1 r =85. 59. L= iC=58. CHORE os•1 s': v f I \ N i cno w� U UCD a � PROPOSED I M 2-STORY FF=f655 j : J o OFFICE BUILDIN U f 30, 000 SQ/FT - o i 9- 9- OHU � - - - 24' COMMON ACCESS, EMERGENCY ACCESS, / AND UTILITY EASEMENT / (DOC. NO. D217024042) / ENT ,s U"UTY I SEM (DOC. NO. D21,D7- 2) s11E 24' COMMON ACSS, EF / EMERGENCY ACCESS, AND UTILITY EASEMENT (DOC. NO. D217024042) i 0 20 40 DRAWING SCALE 1"=20' LEGEND - EXISTING CURB - PROPOSED CURB 630 - PROPOSED CONTOUR - -� -� - - - PROPOSED VALLEY - R - PROPOSED RIDGE > - PROPOSED FLOW ARROW - - - DRAINAGE AREA DIVIDE X - AREA DESCRIPTION DRAINAGE CRITERIA Q=C*I*A Iloo=9.75 in/hr 125=7.78 in/hr 15=5.51 in/hr 12=4.22 in/hr tc=10 min. PROPOSED CONDITIONS DRAINAGE DATA CHART DRAINAGE AREA NO. DRAINAGE AREA (ACRES) C 12 (in/hr) 15 (in/hr) 125 (in/hr) 1100 (in/hr) Q2 (cfs) Q5 (cfs) Q25 (cfs) Q100 (cfs) COMMENT A 0.25 0.88 4.22 5.51 7.78 9.76 0.92 1.21 1.70 2.14 DRAINS TO SERVICE ROAD 114 B 0.16 0.88 4.22 5.51 7.78 9.76 0.59 0.77 1.09 1.37 SURFACE DRAINS TO INLET "#2" C 0.62 0.88 4.22 5.51 7.78 9.76 2.31 3.02 4.27 5.35 SURFACE DRAINS TO INLET "#1" D 0.70 0.88 4.22 5.51 7.78 9.76 2.60 3.39 4.78 6.00 SURFACE DRAINS TO INLET "#3" E 0.12 0.88 4.22 5.51 7.78 9.76 0.45 0.59 0.83 1.04 SURFACE DRAINS TO INLET "#4" TOTAL 1.85 6.88 8.98 12.68 15.90 * THE DETENTION DESIGN WAS DONE FOR THE FULLY DEVELOPED SITE. ZONING CASE NUMBER: ZA24- 0073 N • (D o Ln o 0) Lo .� o a` O Ln 00 = Co N N E o 00 � C6 - U�NcD � OF T� - VRAG- � • MATTHEW , %.0:...103469• ww� .V:5 G ' iSroNAL 1 /6/25 Ld Q J 0 07 N 0- LLJ 0 < Q 07 >- X LLJ = U r2 Q � LLJ U > z J M z Q (� () J 0 O � U W U U Q Q = U Q Z J W LLJ � QLL Q Of = Q U _ PLOT DATE 01 /06/25 DRAWING SCALE 1 " = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER 05 SERVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING\PLANS\DAM CD24020.DWG TW= 659.1 N BW=658.0 TW=658.9 BW=657.0 TW= 6,58. 8 BW=6 6.0 TW?! W= BW= EX. CONCRETE - L=315.12' BOMARY LINE S.H. 114 SERVICE ROAD A= 06.29'52" (LT) R=5749.50' L-652.04' C=651.69' of CH. BRG- S 60'50'11" E - N 80'54"18" W lo8.70' - - C=35.48 O \ C5 25'37' W A-4f (lu R=8 L=51 C-51 CHOI 08'11 i1 C N 24' COMMON ACCESS, EMERGENCY ACCESS, AND UTILITY EASEMENT (^^C. NO. D217024042) 1'I I I I I I I L� I I L I_ 24' COMMON ACCESS, EMERGENCY ACCESS, AND UTILITY EASEMENT ��O0r �d ` I (DOC. N0. D217024042) B654.0 TW=649.5 TW=656. BW=649.0 BW=65 .5 TW= 55.7 -"\ W- 52.0 BW=617.5111 A9.8 BW=6 2.4 \\ B = 8.5 TW= 654.6 \\ T -649.2 TW= 649.3 W=651.0 \\ =�48.1 gW=647.2 TW=653.5 - BW=651.0 \\\ W 649.5 W 6 161 TW=652.0 \\ \ W 6 7.4 W=650 0 EX. CONCRETE i f TW=644.0 BW=641.0 s TW=652.0 \ W=650.1 \x \ W=644.0 "?so,. \\ \ TW= 6 44. 0 B L 6 41. 0 TW=649.0 �.•� � \\ BW=641.1 / BW=648.3 \/\ \ / EXISTING 3-STORY OFFICE BUILDING ±51,000 SQ.FT FF=647.3t n \ \0000' D \ / / / \\ =644.0 B W= 6 44.0 / TW= 0 Bid'= 6 4. J OJ� `de G / / I VV=u`tj.0 I VV=b1+ U a 482.67V+ ku) i P 15' DRAINAGE & UTILITY EASEMENT = (� / (VOL. 388-213, PG. 31) B -" 48` \ B W= 6 41. 3 B W= 6 41/1 L-203.45' / S\�� C=2034' �G O \ CH. BRG.- S w �c�o��p\ F ��OO TW= 649.7 B W= 6 49.7 \ \ \ \ \ / / o���R��{°'evo �` ♦ T � / y`loO cc o UNDERGROUND UTILITIES -1EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES N NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY 3 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE �1 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT N AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE so CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 3 CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. 0 20 40 DRAWING SCALE 1"=20' ZONING CASE NUMBER: ZA24- 0073 N '^ Lo Lo Lo •�/1) (n 0 a ~ o (n CD Lo 00 = N 7 ELc:) N E (6 U IL O N cD I- OFT��, • • • • MATTHEW RAG• , %, -� .• 103469 ww� o,�••lfCENS$p•.��,w� I �sroNA L V, 1 /6/25 W Y Q J O (n N LL- 0 Q z LLJ Q Q LiJ 0 > � z m z Q (!) D J 0 0 Ld U U Q Z = U Q J X Q _ Q 1 W U PLOT DATE 01 /06/25 DRAWING SCALE 1 " = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER AR \SERVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING\PLANS\EX WALL PLAN CD24020.DWG `a EX. CONCRETE U TI LI TY STORM: WATER= BEL swim mmi CROSSING _ = 646.43E : MIN. 3.0' OW STORM OHUOH OHU _ P @ 0% SLOPE-> OHU� I pR�VATE 18 /STA 2+55.9 LINE "A" INSTALL 5' JUNCTION / BOX WITH MANHOLE TOP=654.2E U FL 18"(IN)=647.4E - m 0 FL 18"(OUT)=647.3E N Ld w Qo Of Z >� I I ©/� ♦ 1 STA 3+11.8 LINE "A" INSTALL 10' CURB INLET THROAT=653.1 f T O 2 �j O a.- 2 �' O �w ^ ♦ 1 1TI^\1 III - p • . • v• •v ■ . v■ • . UNDERGROUND UTILITIES 4EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN y LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES N NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY 3 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE �1 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT N AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 3 CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. ♦ A w U w U w > w w N w U) w ui U L� �N w a0 m 0 a 0 X a CL CL O w J m Q n, Q > S.H. 114 SERVICE ROAD 06'29'52" (LT) R=5749.50' L=652.04' C=651.69' CH. BRG.= S 60'50'11" E O N 60S418" _ OH - - _ STA 1+20.1 LINE "A" PROP. 4" DOMESTIC SERVICE INSTALL 10' CURB INLET OH THROAT=649.8E FL 18"(IN)=645.8E FL 18"(OUT)=645.7E PROP. 8" FIRE SERVICE 1 UTILITY CROSSING 1 STA 1+00.0 LINE STORM= 646.34t _ \ REMOVE EXISTIN( -WATER= MIN. 3.0, - P IVATE INSTALL 4' STOR BELOW STORM 18 LINE A 1 oq SLO _ P FL Ex. 18"=645.; OU FL PROP. 18"=6, _ cP U o \ .. � \ 1•0% SL INE "A \ 24' COMMON ACCESS, / EMERGENCY ACCESS, J �b + / AND UTILITY EASEMENT EX. "Y" INLET 71��� (DOC. NO. D217024042) TOP= 649.90 0,+ EX. 18"= 645.50 -mm ■=85.10' �\ L=59.77' / CHORD 5S / 08 16 26 W� PROPOSED 2-STORY OFFICE BUILDING ±30,000 SQ/FT X. CU TOP EX. 1 " (IN) X. 21 (OUT)= 1 3 INLET 646.50 642.60 642.50 V cf) 0 w 0 N U N Q o 0 o i Ii o o II I 1 � o j CAP 18" RCP FL, 18" RCP=6 J 0 I w � UTILITY CROSSING ^ SEWER= 641.1 f a STORM= 643.2E X �r W \- `Pq T F s� , I I , REMOVE EXISTING CURB INLET INSTALL 3 GRATE INLET TOP=646.5E FL EX. 18"(IN)=642.6E x FL Ex. 18"(OUT)=642.5E I� 15' Unuw_ EX. 8" WATER SENENT KI D217024042) X 24' COMMON ACCESS, / EMERGENCY ACCESS, / AND UTILITY EASEMENT (DOC. NO. D21702404X2)24"x24" IN TOP= 6z �1 EX. 18"= 64,' 0 20 40 DRAWING SCALE 1"=20' LEGEND: - EXISTING CURB - PROPOSED CURB - PROPOSED STORM PIPE EXISTING STORM PIPE PROPOSED WASTEWATER PIPE EXISTING WASTEWATER PIPE PROPOSED WATER PIPE - EXISTING WATER PIPE - PROPOSED GRATE INLET 0 - PROPOSED CURB INLET GENERAL NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY'S STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS EXCEPT AS NOTED HEREIN OR APPROVED BY THE CITY. 2. ALL STORM SEWER PIPE 15" AND SMALLER SHALL BE SDR-35 PVC, ADS N-12 DRAINAGE PIPE OR APPROVED EQUAL. ALL STORM SEWER PIPE 18" AND LARGER SHALL BE IN CLASS III RCP OR AS INDICATED ON THE PLAN. 3. ALL DRAINAGE STRUCTURES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 4. ALL PRECAST BOX CULVERTS, DRAINAGE STRUCTURES AND RCP WILL REQUIRE A CERTIFICATION FROM THE MANUFACTURER THAT THE PRODUCT MEETS THE DESIGN REQUIREMENTS AND 28 DAY COMPRESSIVE STRENGTH. 5. CONTRACTOR SHALL HAVE A TRENCH SAFETY PLAN AND A TRAFFIC CONTROL PLAN (IF REQUIRED) AT THE TIME OF PRE -CONSTRUCTION MEETING. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION. 7. CONSTRUCTION SHALL BEGIN AT DOWNSTREAM END OF PROJECT AND CONTINUE UPSTREAM WITH PIPE GROOVES FACING UPSTREAM. 8. CONTRACTOR SHALL PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. 9. THE LOCATION OF ALL UTILITIES INDICATED ON THESE PLANS ARE TAKING FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 10. SEE WATER AND SANITARY SEWER PLAN FOR ADDITIONAL INFORMATION RELATED TO OTHER UTILITY CONSTRUCTION. 11. ALL TRENCH BACKFILL FOR PUBLIC STORM SEWER SHALL BE COMPACTED AS REQUIRED BY THE CITY. 12. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR ADDITIONAL STORM DRAINAGE INCLUDING GRATES, AREA ZONING CASE NUMBER: ZA24- 0073 CD N • a) CD • = Lid O J) . CO0 m ^�, W N ti 0 m If co CDLn i Co 00 = (u N C Z N CD 00 c c U LL N (D I- OFT�� v�A�E tp e. • • • MATTHEW RAG• , %, -� ., 103469 ww� :� o�••lfCENs�p•.��w� G ' �SroNA L 1 /6/25 Ld Y Q 0 N LL_ O c/) LLJ Q C 1 Q �_ LLJ Q z J z 0 O w 0 U = z J U Q _ = Q U 46 _ PLOT DATE 01 /06/25 DRAWING SCALE 1 " = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER 07 ,\SERVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING\PLANS\STORM PLAN CD24020.DWG EX. CONCRETE Ex. 20" WATER ---------------------------- --------------- -- ---- Ex. 12" WATER ----------- EXISTING BOUNDARY LINE INSTALL: \ 1-4" 90• BEND \ \ ' may- 1000 HU ♦ \ OHU� OH O- - _PPop. P vRl ATE 18 RCP-> U OHU� � o w ' UTILITY CROSSING cA STORM= 646.43t U \ ' WATER= MIN. 3.0' 'a ♦ BELOW STORM w I o a U w ♦ 1 w> A 'o<� D / ♦ ♦ -7 ♦ ... ... UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE =I RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE �IPRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT No AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. 3 CONNECT TO EXISTING 8" WATER LINE INSTALL: 1-8"x4" TEE 1-4" GATE VALVE 1-4" DOMESTIC METER -------------------------- 4" DOMESTIC SERVICE 8" FIRE SERVICE �NSTALL: 1-4" 90• BEND 06'29'52" (LT) i749.50' 52.04' 61.69' BRG.= S 60'50'11" E N 60*54'18" 3 - _ OH OHU N oM N I A-- 6'25'52" \ (LT °- PROP, L=36. PRIVATE C= 5.48 A" RCP- CH D=S ------------------------- - otiU 05'25'37" W u - \ �P 1 T CONNECT TO EXISTING 8" WATER LINE \UJ UTILITY CROSSING INSTALL: > STORM= 646.34t " " w WATER= MIN. 3.0' E 1-8X8 TEE ofy\ `" BELOW STORM 1-8"GATE VALVE ui 1-FIRE VAULT ` il: �\oo 7 7 7 777�' REFER TO MEP PLANS FOR BUILDING CONNECTIONS PROPOSED 2-STORY OFFICE BUILDING STA. 3+21.2 LINE "A" f30,000 SQ/FT INSTALL TRAFFIC RATED DOUBLE CLEANOUT TOP=660.5t PROP. FL 6"=653.2f REFERENCE MEPPr PLANS FOR BUILDING CONNECTION STA. 3+07.0 LINE A INSTALL 5' SANITARY SEWER MANHOLE TOP=658.8t FL 6" (IN)=643.64f FL 6" (OUT)=646.0f X. CU TOP EX. 1 " (IN) X. 21" (OUT)= 3 INLET 646.50 642.60 642.50 S.H. 114 SERV - OH U� OHU� 24' C EMERGE / AND U / (DOC. A--40'14'34" / 8,Al-FIRE i L=59.77' TO EXISTING 8" CHORD=INE Z CHORD=S 08'16'26" " TEE ATE VALVE 1HYDRANT ASSEMBLY Z 71 CAP 18" R FL. 18" PC UTILITY CROSSING SEWER= 641.1f Irn I STOMR= 643.2t �I \ C I � - I 15' ununf ASEMENT D217024042) }------------ I 24' COMM 1 LEGEND - EXISTING CURB - PROPOSED CONCRETE CURB --- - PROPOSED SANITARY SEWER PIPE - EXISTING SANITARY SEWER PIPE - PROPOSED WATER PIPE - EXISTING WATER PIPE - PROPOSED STORM SEWER PIPE - - - - EXISTING STORM PIPE OCO - PROPOSED SANITARY SEWER CLEANOUT S- PROPOSED MANHOLE Ell - PROPOSED JUNCTION BOX W/GRATE GENERAL NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS, EXCEPT AS NOTED HEREIN AND APPROVED BY THE CITY. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION. 3. THE LOCATION OF ALL UTILITIES LOCATED ON THESE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF FINAL GRADE AND/OR PAVEMENT. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT THEIR SOLE EXPENSE AND SHALL BE APPROVED BY THE CITY. SAID EXISTING IMPROVEMENTS INCLUDE BERMS, DITCHES, FENCES, VEGETATION, ETC. 5. ANY UTILITY INSTALLED OUTSIDE OF AN EASEMENT SHALL BE INSTALLED BY A PLUMBER AND INSPECTED BY CODE ENFORCEMENT. 6. BACKFILL FOR UTILITY LINES SHOULD BE CAREFULLY PLACED SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT AND/OR DRIVEWAY, THE TOP 6" SHOULD BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT OR DRIVE. UTILITY DITCHES SHOULD BE VISUALLY INSPECTED AND ENSURED THAT UNDESIRABLE FILL IS NOT USED. 7. IF ROCK IS ENCOUNTERED IN THE TRENCH, ROCK SPOIL SHALL NOT BE USED IN THE UPPER 1.5 FEET OF THE TRENCH. THE UPPER 1.5 FEET OF THE TRENCH IS TO BE BACKFILLED ONLY WITH APPROVED SOIL. 8. ALL WATER LINES 4" AND LARGER SHALL BE C-900 PVC DR 18, CLASS 150. LINES GREATER THAN 2" BUT SMALLER THAN 4" SHALL BE SCHEDULE 40 PVC. LINES SMALLER THAN 2" SHALL BE SCHEDULE 80 PVC. SERVICES ARE TO BE INSTALLED PER CITY STANDARDS. 9. ALL DUCTILE IRON FITTINGS SHALL BE OF THE MECHANICAL JOINT TYPE OR SLIP JOINT AND SHALL BE CLASS D, OR CLASS 250 ON SIZES 12" AND SMALLER IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C11/A21.1. 10. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 48", OR SUFFICIENT COVER TO CLEAR OTHER UTILITIES AS MEASURED FROM TOP OF PIPE TO EXISTING GROUND LEVEL OR FINISHED GRADE, WHICHEVER IS GREATER. 11. ALL WATER AND SANITARY MAINS AND SERVICES SHALL HAVE A 10' MINIMUM LATERAL SEPARATION. 12. ALL WATER METERS TO BE PLACED IN A NON -TRAFFIC AREA WITHIN AN EASEMENT OR THE PUBLIC RIGHT OF WAY. 13. REFER TO MECHANICAL PLANS FOR EXACT WATER AND SEWER SERVICE LOCATIONS AND ELEVATIONS AT CONNECTIONS. 14. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATION AT CONTRACTOR'S EXPENSE. 15. WATER LINES, FIRE HYDRANTS, AND SERVICE LINES, UP TO AND INCLUDING WATER METERS, SHALL BE LOCATED IN EASILY ACCESSIBLE AND PROTECTED AREAS OUTSIDE OF TRAFFIC. 16. THE CONTRACTOR SHALL USE O.S.H.A. APPROVED CONFINED SPACE ENTRY PROCEDURES WHEN ENTERING ANY CONFINED SPACE, INCLUDING SANITARY SEWER MANHOLES. THE SAFETY EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE O.S.H.A. CERTIFIED. PERSONS WORKING IN THESE AREAS SHALL BE TRAINED IN THE PROPER USE OF THE SAFETY EQUIPMENT. ZONING CASE NUMBER: ZA24- 0073 O N O �o .0 60 U) W X ti ~ co O g• 00 co = co N E E O c N m U LE O N CD • • • • MATTHEW RAG. , %, -4 .• • • 1• • •• 03469 w�. :� o�•,l�CENs�p,.��w� ' s�'foNAL E�?� 1 /6/25 LLJ Y 0 N Z LL. 0 cry Q W Q Q �_ w W z _ m z W (n C� U) p J � O U o U Q = Z J ULi Q Ld Ld Q = Q Q U PLOT DATE 01 /06/25 DRAWING SCALE 1 " = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER Mipl M \SERVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING \PLANS\W&SS PLAN CD24020.DWG n MON ACCESS, E',LASEM� Y ACCESS, J �� �O�° ITY EASEMENT D217024042> ' O D217024042) Off° ' y jjj \ �J` �J` � �` I DRY � 0 0 0 \ 00000 0 o0000 00000 �, O o0000 0 ❑, o0000 00000 00000 + 00000 00000 00000 - r 0 00000 FVI \ \ ♦°o. 1-1110, 0 + 0 �O0�� 644 0`\ \ ♦ �W ' � ` O \ sz EXISTING 3-STORY �+ �� ��°�'7c'°``` O �� OFFICE BUILDING'�6' ` o0F`�J,s� \ O ±51,000 SQ.FT - F2 \ \ \ FF=647.3f 70 _ In 0 L) + W \ EX. SS MANHOLE � TOP= 645.8 \ \ ON FL. 8"= 640.3 .'5. \ \ EX. CURB INLET \ _ \ PROPOSED 15' f TOP- I 44.5 \ S opF \ \ UTILITY EASEMENT n \\ \\ EX. 18"= 1�41.0 \ o00o 0 ( n \ \ o0000 0I / L-LJ PSG \� unuTY \ EASEMENT \ //\\\ D217024042)� -RCS X \ CPR VATS) 400011,11 8" WATER \ v,>� v,�� \ d ,% STA 1+00.0 LINE "A" - - - - � 2� SEM \ '%p % GG J \ Ex F ++NLET CONNECT TO EXISTING MANHOLE \ 21 7024042, PGA � \ y'644.7' TOP= 645.8f \ ,% GOB Gy BPS Z�G \ / X. 21 -639.2 FL EX. 8"(S)= 640.3f \ ,% \ k /+ \ / FL PROP. 6"(NW)= 640.4t \ \ �\� O v��G. 02 ' , I / / U EX 18" R P(PRI ATE_ ACCESS, C C E S S, COMMON ACCESS, / \ EM OENCY ACCESS, AND A S E M E N T UTIU EASEMENT (DOC. NO. \ \ / + / / \\JP / , 170240�-X2)24"x24" INLET EX, 24"x24" INLET D217024042) G TOP= 645.0 \ \ TOP= 645.0 s� / +/ / EX. 18"= 642.50 EX. 18"= 642.0 — — — - T - EX. C RB I0�T \\ \ / / ++� \ i'/ P(�' ` 644.9 U c E 1 640.9 'A_ / G° ' S . de HEADWALL EX. H 400tL IR 3 CP=63 .50 / / 0 GO OVA ) 0 G SS MANHOLE � '3 TOP= 640.0 EX. X8"(OUT)= 631.2 \ °O \ !!! CAUTION !!! UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES N NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY 3 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT N AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 3 CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \ O o \ \ CD N • a) O = U-) J) O .�Lo U) 0 20 40 N a � DRAWING SCALE (n N - 1 =20 , .9 �= co co 2 m N O cz- N D E oo m = U C' OFT��, MATTHEW VRAG_ • • , %, -� 103469 ww� I N oNAL Ei?`__ 1 /6/25 ZONING CASE NUMBER: ZA24— 0073 Lij Q 0 cf) N Z LL c/) Q LL] 0 Q Q QL = I— LLJ � U W z _ m z W U)0 (f) W 0 C�dU � a_U Q � = Z J U Q Lj Q = Q Q = U 46 T� i PLOT DATE 01 /06/25 DRAWING SCALE 1" = 20) CUMULUS PROJECT # CD24020 SHEET NUMBER 09 AVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING\PLANS\W&SS PLAN CD24020.DWG EX. CONCRETE m A= 06'29'52" (LT) INSTALL Q R=5749.50' INLET > L=652.04' PROTECTION C=651.69' CH. BRG.= S 60'50'11" E L=315.12'— v EXISTING BOUNDARY LINE 7mmm ♦ INSTALL INSTALL � SILT FENCE INLET PROTECTION"via =mmi f \ ♦ \Ul ♦ �(s ) so 777 \ / h 7777m WIX ` INSTALL ` INLET ` PROTECTION INSTALL \ SILT FENCE 00 \ UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE =i RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. TO TAKE � PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. 3 PROPOSED 2-STORY FF=f655 OFFICE BUILDING f30,000 SQ/FT N 60'54'18" W 106.70' A= 6'25'52' (LT R—A o=— — L=36. \ C=35.48 CHORD=S �05°25'37" W 8 WIT. L y SILT FENCE INSTALL SILT FENCE V 40"14' TL =85.10 59.77 =58.55 ORD—'16'26 1 � � N u� 0 W O U � u 0 Q Z Q N o�o ozJ o 00 0 N o w z J ■r INSTALL SILT FEN m o w �p �o rn INSTALL INLET PROTECTION 7- 24' COMMON ACCESS, / EMERGENCY ACCESS, / AND UTILITY EASEMENT / (DOC. NO. D217024042) \ 15' UTIUTY ASEMENT (D00. NO. D217024— 042) — — — — — — — — — — — — — — — — — 24' COMMON ACCESS, EMERGENCY ACCESS, / AND UTILITY EASEMENT / (DOC. NO. D217024042) ----- �— — T——,— F--T--I--T­-7— DRAWING0 20 40 1 LEGEND - EXISTING CURB - PROPOSED CURB - EXISTING CONTOUR - PROPOSED CONTOUR - PROPOSED FLOW ARROW - SILT FENCE - CONSTRUCTION ENTRANCE GENERAL NOTES: 1. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF THE LAND DISTURBING ACTIVITIES ON THE PROJECT. 2. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. 3. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF -SITE SEDIMENT FROM THE PROJECT THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4. IF OFF -SITE SOIL BORROW OR SPOIL SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE EROSION CONTROL PLAN. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL APPROVAL OF THE PROJECT. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE STORM WATER POLLUTION AND PREVENTION PLAN (SWPPP) IF REQUIRED. 6. ALL EROSION CONTROL IN THE CITY R.O.W SHALL BE PER CITY STANDARDS AND DETAILS. TOTAL SITE AREA=1.70 ACRES TOTAL DISTURBED AREA=f1.70 ACRES CONSTRUCTION SCHEDULE & PHASING PLAN: PHASE 1-GRADING PHASE 2-UTILITY INSTALLATION PHASE 3-PAVING/BUILDING PHASE 4-SOIL STABILIZATION/LANDSCAPING PHASE CONSTRUCTION ACTIVITIES BMP UTILIZED 1 PAVEMENT SUBSURFACE SILT FENCE, TRIANGULAR SEDIMENT GRADING, UTILITY TRENCHING DIKE STABILIZED CONSTRUCTION ENTRANCE SILT FENCE, TRIANGULAR SEDIMENT 2 PAVEMENT INSTALLATION, DIKE, INLET PROTECTION STABILIZED INSTALLING UTILITIES CONSTRUCTION ENTRANCE SILT FENCE, TRIANGULAR SEDIMENT 3 FINAL GRADING AND DIKE, INLET PROTECTION, SOD BACKFL STABILIZED CONSTRUCTION ENTRANCE 4 CONSTRUCTION COMPLETION SOD, REMOVE BMPS ZONING CASE NUMBER: ZA24— 0073 CD N O • Lo Cn Lo .� � m Xco ti ~o o L6 00 = N Z _ O c: N E 00 M U LL 64 E OF T� • MATTHEW •kRAGN• • , .. . -� 103469 ww� `s 'IONAL ECG 1 /6/25 bi Y J 0 V) Z N Q LLJ LL_ 0 < cn Q I- LLJ = U O � 0 z _ z Z (/) J O O 0 L c� U 0 Q = z Z _j U Q O Ld Lv 0:� ~ Q Q O = I— Of U Ld 0 PLOT DATE 01 /06/25 DRAWING SCALE 1" = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER \SERVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING\PLANS\EROSION CONTROL PLAN CD24020.DWG 0 Lo Q. 4. MITE STRIPING (TYP) 4• MITE STRIPING (TYP) y� PROPOSED 24' \% MADE FlRELANE fed EX. CONCRETE ompemy UK 0HU 4" MITE STRIPING mail, .121 9 PROPOSED 24' WIDE FlRELANE m PROPOSED 2-STORY OFFICE BUILDING ±30,000 SQ/FT m m 6- 06-a'52• a» R-5746.50' L-65204' o-651.69' CH. BRG.- S 6030'1,' E 4" WHITE STRIPING (TYP) .m 2 S.H. 114 SERVICE ROAD oHU w M4M4'M' es.,c L-58. ` aa� o oe'16'u• t 18. ' V 1 4"WHITE STRIPING UnP) g 0 N Q � DUMPSTER ENCLOSURE -LI2©1-1, 24' COMMON ACCESS, EMERGENCY ACCESS, J / AND UTILITY EASEMENT (DOC. NO. D217024042) EX. CONCRETE Q OHS nHU OHU O 19 v'9 _RI 4" WHITE STRIPING (TYP) EXISTING 3-STORY I OMCE BUILDING ±51,000 SQ.FT FF-647.3f ® 0 ,LLL0 24' COMMON ACCESS, EMERGENCY ACCESS, / AND UTILITY EASEMENT r (DOC. NO. D2170240��42) I �_7Fo7 15' DRAINAGE L. UTILITY EASEMENT (VOL. 388-213, PG. 31) p UNDERGROUND UTILITIES lb EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT 14 AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL 0 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. D n \ 'V ® / �p 0. P ❑ ° \ V\ o s \ �9 SGO g OG101i�t^ c 0. 4 © \ 9 o, \ \ Nlb .0000, t�GeG 9- e G SSA �- oG� g• \ / � � � sad / �+• G� �� O�G \ / // 3 s �T 30 \q P� R 4628YOC (Ln o-20 1 .96' \.G O S a. eRa- s w So�� g�o� O G. GO 7 pp G \ /,fig o6�Q �. GG' l Q Pal \ / / P�00 09��5 `poP �\ cl- R. gyp. S 1FL ' GJR p S G-S 1�P�00L 9�1 G��SR�GOO°e G ENGINEER: CUMULUS DESIGN, INC. P.O. BOX 2119 EULESS, TEXAS 76039 PH: 214.235.0367 OWNER: CHAPEL CROSSING MEDICAL, LTD. 245 W STATE HWY 114 #300 SOUTHLAKE, TX 76092 LEGEND - EXISTING CURB O - PROPOSED CURB N - - - - - - - PROPOSED SAWCUT • 0 O BFR - CONSTRUCT BARRIER FREE RAMP � Lo O LBJ - CONSTRUCT LONGITUDINAL BUTT JOINT •� � 4" 3500 PSI REINFORCED CONCRETE 0 40 80 0 N r-- - PAVEMENT ON A LIME TREATED Q co (D co SUBGRADE. (REFERENCE GEOTECHNICAL DRAWING SCALE (n aj O REPORT) "' Lo 1 =40 _ •L co 00 = co N 5" 3500 PSI REINFORCED CONCRETE - PAVEMENT ON LIME TREATED z SUBGRADE. (REFERENCE GEOTECHNICAL E O o N REPORT) =3 E o co 6" 3500 PSI REINFORCED CONCRETE U LIL N - PAVEMENT ON A LIME TREATED SUBGRADE. (REFERENCE GEOTECHNICAL REPORT) --`� OF © -PARKING COUNT � * • �'* f, • MATTHEW XA7G1• . • . • . • • . . . . . 1469 •: '�jaNA L E� 1"t1%1.1'~_ SITE DATA SUMMARY LIE86AL DIESCROP TOGHs R AVIIEH AUX WOLL A81M A000 TOOHn BLOCK LA LO T8 IRT G; HO TP2 ZONING: SP-2 LAND USE DESIGNATION: RETAIL COMMERCIAL GROSS ACREAGE: f6.140 ACRES (f267,464.25 S.F.) NET ACREAGE: f6.140 ACRES (f267,464.25 S.F.) LOT COVERAGE: ±176,631 S.F. (0.66%) OPEN SPACE: ±90,833 S.F. (2.09 ACRES)(34%) BUILDING AREA: ±32,660 S.F. NUMBER OF STORIES: 2 STORIES (Appx. 45') MAXIMUM BUILDING HEIGHT: ±32,660 S.F. SQUARE FOOTAGE BY USE: f81,000 S.F. AMBULATORY (MEDICAL OFFICE, SURGICAL SERVICES) TOTAL FLOOR AREA: ±81,000 S.F. (51,000 EX) (30,000 PROP) PARKING REQUIRED (1 PER 225 SF OF GFA): 360 SPACES PARKING PROVIDED: 360 SPACES ACCESSIBLE PARKING REQUIRED (1 ACCESSIBLE SPACE/25 STANDARD SPACE): 12 SPACES ACCESSIBLE PARKING PROVIDED: 10 SPACES LOADING SPACES REQUIRED (1 PER 10,000 TO 49,999 SF FLOOR AREA): 2 TOTAL (1 PER BUILDING) LOADING SPACES PROVIDED: 2 TOTAL (1 PER BUILDING) NUMBER OF PROPOSED LOTS: 2 LOTS RESIDENTIAL DENSITY: N/A rim —PERVIOUS COVERAGE: ±176,631 S.F. (4.06 ACRES)(0.66%) F Tic 4� aSITE RONTgG�cRO z COURT IDE COURT W �EI'gs U � /1'ONT9 2 � GFROgO m z W HIGHLAND STREET VICINITY MAP MAPSCO: 11-Z NOT TO SCALE ZONING CASE NUMBER: ZA24- 0073 1/5/25 Ld Y I- 0 07 N LL_ O � LLJ Q L/) Q LLJ Q a-z 0 ; � z cf) a- (!� O —1 L 0 U Ld � Q Z 0 z o W Q U a- �__ I U 0 T� 1 PLOT DATE 01 /05/25 DRAWING SCALE 1 " = 20' CUMULUS PROJECT # CD24020 SHEET NUMBER 01 SERVER-PC\SERVER\2024 PROJECTS\CD24020 - CHAPEL CROSSING \PLANS\SITE PLAN CD24020.DWG Illu tilt _1111 1111- * s n IL Olt -Mll ME'a 'CRAW pp PPOPIRFI!l Rol A.Milabbb... LOT 1 R1, BLOCK A 4.432 ACRES (193,059 SQ. FT.) T.M. HOOD SURVEY, ABSTRACT NO.706 CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS BEING a 4.432 (193,059 square feet) acres tract of land situated in the T.M. Hood Survey, Abstract No. 706, Tarrant County, Texas and being part of Lot 1 R, Block A, of Ravenaux Village, as recorded in Document No. D217024042 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.) and part of a land described in a Special Warranty Deed to Chapel Crossing Medical, LTD, as recorded in Document No. D217039731, (O.P.R.T.C.T.), said 6.209 acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 1/2-inch iron rod found for comer in the Northwest line of Countryside Court (56- foot right-of-way), and being an east comer of Lot 2R, Block A of Ravenauz Village, as recorded in Cabinet A, Slide 6215, (O.P.R.T.C.T.), for comer; THENCE North 25 degrees 01 minute 14 seconds West, departing the northwest line of said Countryside Court and continuing along the west line of said Lot 1 R and the east line of said Lot 2R, a distance of 280.59 feet to a 1/2-inch iron rod found for corner; THENCE North 00 degrees 05 minutes 02 seconds West along the west line of said Lot I and the east line of said Lot 2R a distance of 63.00 feet to a point for comer; THENCE departing said common line and over and across said Lot 1 R, Block A, the following courses and distances: South 88 degrees 23 minutes 18 seconds East, a distance of 73.67 feet to a point for corner; South 60 degrees 54 minutes 18 seconds West, a distance of 106.70 feet to a point for comer; North 29 degrees 01 minute 23 seconds East, a distance of 174.81 feet to a point for corner and being the beginning of a tangent curve to the left, having a central angle of 40 degrees 14 minutes 34 seconds, a radius of 85.10 feet, and a chord bearing and distance of North 08 degrees 16 minutes 26 seconds West a distance of 58.55 feet; Northwesterly, along said curve to the left, an arc distance of 59.77 feet to a point for corner and being the beginning of a tangent curve to the right, having a central angle of 46 degrees 25 minutes 52 seconds, a radius of 45.00 feet, and a chord bearing and distance of North 05 degrees 25 minutes 37 seconds East a distance of 35.48 feet; Northeasterly, along said curve to the right, an arc distance of 36.47 feet to a point for corner, LOT 1R1, BLOCK A 4.432 ACRES (193,059 SQ. FT.) T.M. HOOD SURVEY, ABSTRACT NO. 706 CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS North 29 degrees 01 minutes 23 seconds West, a distance of 13.45 feet to a point on the southwest right-of-way line of State Highway 114 (a variable width right-of-way) and being on the northeast line of said herein described tract, and being in a non -tangent curve to the left, having a central angle of 03 degrees 21 minutes 27 seconds, a radius of 5749.50 feet, and a chord bearing and distance of South 62 degrees 24 minutes 24 seconds East a distance of 336.86 feet; THENCE Southeasterly, along said curve to the left, and said southwest right-of-way line, an arc distance of 336.91 feet to a 1/2-inch iron rod found, for comer; THENCE South 32 degrees 32 minutes 58 seconds East, a distance of 37.01 feet to a 1/2-inch iron rod set in the west line of North White Chapel Boulevard (a variable width right-of-way), for a corner; THENCE South 00 degrees 45 minutes 59 seconds East, along the west right-of-way line of said North White Chapel Boulevard a distance of 284.55 feet to a 1/2-inch iron rod set in the north right-of-way line of said Countryside Court, for corner; THENCE South 89 degrees 07 minutes 49 seconds West departing the west right-of-way line of said North White Chapel Boulevard and continuing along the north right-of-way line of said Countryside Court, a distance of 276.70 feet to a 1/2 inch iron rod found at the beginning of a curve to the left, having a central angle of 24 degrees 09 minutes 04 seconds, a radius of 482.67 feet, and a chord bearing of South 77 degrees 03 minutes 25 seconds West a distance of 201.96 feet; THENCE Southwesterly, along said curve to the left and the north right-of-way line of said Countryside Court, an arc distance of 203.45 feet to the POINT OF BEGINNING AND CONTAINING 193,059 square feet or 4.432 acres of land, more or less. The Basis of Bearings is the Texas Coordinate System of 1983, South Central Zone (4202). This description is accompanied by an exhibit of even date. Joel C. Howard Texas RPLS No.6267 Texas Firm No. 10194205 LOT 1 R2, BLOCK A 1.7082 ACRES (74,410 SQ. FT.) T.M. HOOD SURVEY, ABSTRACT NO. 706 CITY OF SOUTHLAKE TARRANT COUNTY. TEXAS BEING a 1.7082 (74,410 square feet) acres tract of land situated in the T.M. Hood Survey, Abstract No. 706, Tarrant County, Texas and being part of Lot 1 R, Block A, of Ravenaux Village, as recorded in Document No. D217024042 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.) and part of a land described in a Special Warranty Deed to Chapel Crossing Medical, LTD, as recorded in Document No. D217039731, (O.P.R.T.C.T.), said 6.209 acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod found in the southwest line of State Highway 114 (a variable width right-of-way) and being the northwest comer of said herein described tract, and being in a non -tangent curve to the left, having a central angle of 03 degrees 08 minutes 25 seconds, a radius of 5749.50 feet, and a chord bearing and distance of South 59 degrees 09 minutes 28 seconds East a distance of 351.08 feet; THENCE Southeasterly, along said curve to the left, and said southwest right-of-way line, an arc distance of 315.12 feet to a point for corner; THENCE departing said southwest right-of-way line and over and across said Lot 1 R, Block A, the following courses and distances: South 29 degrees 01 minutes 23 seconds West, a distance of 13.45 feet to a point for comer and being the beginning of a tangent curve to the left, having a central angle of 46 degrees 25 minutes 52 seconds, a radius of 45.00 feet, and a chord bearing and distance of South 05 degrees 25 minutes 37 seconds West a distance of 35.48 feet; Southeasterly, along said curve to the left, an arc distance of 36.47 feet to a point for comer and being the beginning of a tangent curve to the right, having a central angle of 40 degrees 14 minutes 34 seconds, a radius of 85.10 feet, and a chord bearing and distance of South 08 degrees 16 minutes 26 seconds West a distance of 58.55 feet; Southeasterly, along said curve to the right, an arc distance of 59.77 feet to a point for comer; South 29 degrees 01 minute 23 seconds West, a distance of 174.81 feet to a point for comer; North 60 degrees 54 minutes 18 seconds West, a distance of 106.70 feet to a point for comer; North 88 degrees 23 minutes 18 seconds West, a distance of 73.67 feet to a point on the west line of said Lot 1R, Block A, and on the east line of a tract of land described as Lot 2R, Block A, of Ravenauz Village, as recorded in Cabinet A, Slide 6215 (O.P.R.T.C.T.), for comer; LOT 1R2, BLOCK 1.7082 ACRES (74,410 SQ. FT.) T.M. HOOD SURVEY, ABSTRACT NO. 706 CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS THENCE North 00 degrees 05 minutes 02 seconds West along the west line of said Lot I and the east line of said Lot 2R a distance of 365.47 feet to the POINT OF BEGINNING AND CONTAINING 74,410 square feet or 1.7082 acres of land, more or less. The Basis of Bearings is the Texas Coordinate System of 1983, South Central Zone (4202). This description is accompanied by an exhibit of even date. oel C. Howard Texas RPLS No. 6267 Texas Firm No. 10194205