Item 6C - Site Planw
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PLANS SUBMITTAL/REVIEW LOG
SITE PLAN SUBMITTAL #1
-NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL #2
-NOT FOR CONSTRUCTION
OWNER
METHODIST HEALTH SYSTEM
403 W CAMPBELL RD. SUITE 205
RICHARDSON, TEXAS 75080
PHONE: 214-212-3632
EMAIL: TRUBYMCDOUGAL@MHD.COM
CONTACT: TRUBY MCDOUGAL
ENGINEER
Kimley»>Horn
01 /13/2025
02/032025
13455 NOEL RD TWO GALLERIA OFFICE TOWER, SUITE 700
DALLAS, TEXAS 75240
PHONE: 972-770-1300
EMAIL: JAMIE.PLOETZNER@KIMLEY-HORN.COM
CONTACT: JAMIE PLOETZNER, P.E.
TEXAS REGISTERED ENGINEERING FIRM NO. F-928
CONSTRUCTION PLANS
FOR
METHODIST SOUTHLAKE HELIPAD
NORTH
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LOCATION MAP
N.T.S.
CITY OF SOUTHLAKE,
TARRANT COUNTY, TEXAS
421 E STATE HWY 114
FEBRUARY 2025
SHEET INDEX
Sheet Number
Sheet Title
C-001
COVER SHEET
C-002
GENERAL NOTES
C-003
SOUTHLAKE GENERAL NOTES
C-101
SITE PLAN
C-102
DEMOLITION PLAN
C-201
DIMENSION CONTROL AND PAVING PLAN
C-202
PAVING DETAILS
C-301
GRADING PLAN
C-302
HELIPAD DETAIL SHEET
--
EXISTING DRAINAGE AREA MAP (BY OTHERS, FOR
REFERENCE ONLY)
C-303
PROPOSED DRAINAGE AREA MAP
C-401
EROSION CONTROL PLAN
C-402
EROSION CONTROL DETAILS
L-101
LANDSCAPE PLAN
L-102
LANDSCAPE DETAILS
Know what's below.
° Call before you dig.
J CAUTION!! L
EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.
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FOR REVIEW ONLY
Not for construction or permit purposes.
Kimley*Horn
Engineer JAMIE PLOETZNER, P.E.
P.E. No. 110199 Date 02/03/2025
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SHEET NUMBER
C-001
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KH GENERAL NOTES
OVERALL:
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARD DETAILS AND
SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION
STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF
CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION AND DETAIL SHALL BE FOLLOWED.
2. THE CONTRACTOR SHALL COMPLY WITH CITY (OR TOWN) "GENERAL NOTES" FOR CONSTRUCTION, IF EXISTING AND REQUIRED BY
THE CITY. FOR INSTANCES WHERE THEY CONFLICT WITH THESE KH GENERAL NOTES, THEN THE MORE RESTRICTIVE SHALL
APPLY.
3. THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE
CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES' SPECIFICATIONS AND REQUIREMENTS.
4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS.
5. THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE PROVIDED BY THE TOPOGRAPHIC SURVEY PREPARED BY THE
PROJECT SURVEYOR, AND ARE BASED ON THE BENCHMARKS SHOWN. THE CONTRACTOR SHALL REFERENCE THE SAME
BENCHMARKS.
6. THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANS REPRESENTS
EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES FOUND TO THE OWNER AND
ENGINEER IMMEDIATELY.
7. IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION,
THEN THE CONTRACTOR SHALL SUPPLY AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED PROFESSIONAL
LAND SURVEYOR TO THE OWNER AND ENGINEER FOR REVIEW.
8. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING.
9. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL, INCLUDING BENCHMARKS PRIOR TO COMMENCING
CONSTRUCTION OR STAKING OF IMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BE HELD AS THE HORIZONTAL
CONTROL.
10.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS THAT MAY AFFECT
CONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE
WITHOUT PRIOR APPROVAL OF THE ARCHITECT, ENGINEER, AND IF APPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL
BE GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION
OF THE AFFECTED ITEM.
11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS
PRIOR TO COMMENCING CONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING
WITH CONSTRUCTION.
12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL
UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING
UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY
COMPANIES PRIOR TO BEGINNING CONSTRUCTION.
13.CONTRACTOR SHALL CALL TEXAS 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY
EXCAVATION.
14.CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC AND PRIVATE
UTILITIES.
15.THE LOCATIONS, ELEVATIONS, DEPTH, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM
AVAILABLE UTILITY COMPANY MAPS AND PLANS AND ARE CONSIDERED APPROXIMATE AND INCOMPLETE. IT SHALL BE THE
CONTRACTORS' RESPONSIBILITY TO VERIFY THE PRESENCE LOCATION ELEVATION DEPTH AND DIMENSION OF EXISTING
UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE
CLEARANCES. THE ENGINEER SHALL BE NOTIFIED WHEN A PROPOSED IMPROVEMENT CONFLICTS WITH AN EXISTING UTILITY.
16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTING UTILITIES THAT
CONFLICT WITH THE PROPOSED IMPROVEMENTS INCLUDING BUT NOT LIMITED TO ADJUSTING EXISTING MANHOLES TO MATCH
PROPOSED GRADE, RELOCATING EXISTING POLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS, ADJUSTING
THE HORIZONTAL OR VERTICAL ALIGNMENT OF EXISTING UNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR
CROSSING WITH A PROPOSED UTILITY, AND ANY OTHERS THAT MAY BE ENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND
NOT SHOWN ON THESE PLANS.
17.CONTRACTOR SHALL ARRANGE FOR OR PROVIDE, AT ITS EXPENSE, ALL GAS, TELECOMMUNICATIONS, CABLE, OVERHEAD AND
UNDERGROUND POWER LINE, AND UTILITY POLE ADJUSTMENTS NEEDED.
18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON -SITE
AND OFF -SITE CONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT.
19.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTORS' FAILURE TO EXACTLY LOCATE
AND PRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST
INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES. IF IT IS NECESSARY TO
SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY
THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.
20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATING IN CLOSE
PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITH NO SEPARATE PAY ITEM
FOR THIS WORK. THE COST IS INCIDENTAL TO THE PAY ITEM.
21.CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND
POWER LINES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL AND UTILITY OWNER REGULATIONS
PERTAINING TO WORK SETBACKS FROM POWER LINES.
22.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR
TO CONSTRUCTION.
23.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING
PLANS, GEOTECHNICAL REPORT AND ADDENDA, PROJECT AND CITY SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY
REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS.
24.ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR
SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND
RESPONSE IS AVAILABLE.
25.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES, AND/OR UTILITY
SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO USE OF THE FACILITY AND THE FINAL CONNECTION OF SERVICES.
26.CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.
27.CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES.
28.ALL SYMBOLS SHOWN ON THESE PLANS E.G. FIRE HYDRANT METERS VALVES INLETS ETC.... ARE FOR PRESENTATION
PURPOSES ONLY AND ARE NOT TO SCALE. CONTRACTOR SHALL COORDINATE FINAL SIZES AND LOCATIONS WITH APPROPRIATE
CITY INSPECTOR.
29.THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING.
REFERENCE THE BUILDING PLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN 5-FEET OF THE BUILDING AND
WITHIN THE BUILDING FOOTPRINT.
30.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL FINAL BUILDING DIMENSIONS.
31.THE PROPOSED BUILDING FOOTPRINT(S) SHOWN IN THESE PLANS WAS PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. (KH)
BY THE PROJECT ARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE FINAL CORRECT VERSION
BECAUSE THE BUILDING DESIGN WAS ONGOING. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THE FINAL
CORRECT VERSION OF THE BUILDING FOOTPRINT WITH THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO LAYOUT.
DIMENSIONS AND/OR COORDINATES SHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATED ARCHITECTURAL
FOOTPRINT, AND ARE THEREFORE A PRELIMINARY LOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO
VERIFY WHAT PART OF THE BUILDING THE ARCHITECT'S FOOTPRINT REPRESENTS (E.G. SLAB, OUTSIDE WALL, MASONRY LEDGE,
ETC.....) AND TO CONFIRM ITS FINAL POSITION ON THE SITE BASED ON THE FINAL ARCHITECTURAL FOOTPRINT, CIVIL DIMENSION
CONTROL PLAN, SURVEY BOUNDARY AND/OR PLAT. ANY DIFFERENCES FOUND SHALL BE REPORTED TO KH IMMEDIATELY.
32.ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING
SUBSEQUENT ADDENDA.
33.CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER.
ALL MATERIALS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD
SPECIFICATIONS AND GEOTECHNICAL REPORT. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR
TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR MATERIALS TESTING.
34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE
TESTING AGENCY.
35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE MATERIALS, THAT
THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.
36.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO
GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE
PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION
SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING.
37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA
WILL BE ALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR.
38.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, MANHOLES, POLES, GUY WIRES, VALVE COVERS,
VAULT LIDS, FIRE HYDRANTS, COMMUNICATION BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY
DAMAGES AT NO COST TO THE OWNER.
39.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC
IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS,
TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.... TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER.
40.ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION OR
BETTER, INCLUDING AS NECESSARY GRADING, LANDSCAPING, CULVERTS, AND PAVEMENT.
41.THE CONTRACTOR SHALL SALVAGE ALL EXISTING POWER POLES, SIGNS, WATER VALVES, FIRE HYDRANTS, METERS, ETC... THAT
ARE TO BE RELOCATED DURING CONSTRUCTION.
42.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING
EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES.
43.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL
ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL
TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY.
44.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.
45.SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.
46.THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR ITS
EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT
EXTEND TO ANY SUCH SAFETY SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED
SAFETY PROCEDURES AND PROGRAMS.
47.SIGNS RELATED TO SITE OPERATION OR SAFETY ARE NOT INCLUDED IN THESE PLANS.
48.CONTRACTOR OFFICE AND STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING OF
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THE CONSTRUCTION OFFICE,
TRAILER, STORAGE, AND STAGING OPERATIONS AND LOCATIONS.
491IGHT POLES, SIGNS, AND OTHER OBSTRUCTIONS SHALL NOT BE PLACED IN ACCESSIBLE ROUTES.
50.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES".
51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR
FINISHED GRADE AND SHALL BE ADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE AT THE TIME OF PAVING.
52.CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND OTHER UTILITY APPURTENANCES TO
MATCH ACTUAL FINISHED GRADES AT THE TIME OF PAVING.
53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING AND SHALL CONTACT THE APPROPRIATE
CITY OFFICIALS, INCLUDING BUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALL TO LEARN OF ANY
REQUIREMENTS.
54.CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY OF A TRAFFIC CONTROL PLAN
PRIOR TO THE START OF CONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN.
55.CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES
FROM THE PLANS.
56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT PLANS TO THE ENGINEER AND CITY IDENTIFYING ALL
DEVIATIONS AND VARIATIONS FROM THESE PLANS MADE DURING CONSTRUCTION.
EROSION CONTROL:
1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL AND WATER QUALITY
REQUIREMENTS, LAWS, AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE.
2. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE "TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS
POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000".
3. EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE
START OF LAND DISTURBANCE.
4. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR
THE PROJECT.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL
EROSION CONTROL DEVICES, BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURING
CONSTRUCTION AS FIELD CONDITIONS CHANGE.
6. CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL FOR EACH BMP
EMPLOYED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE.
7. AS STORM SEWER INLETS ARE INSTALLED ON -SITE, TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH
INLET PER APPROVED DETAILS.
8. THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILIZED.
9. CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING.
10.CONTRACTOR SHALL OBSERVE THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND MAKE FIELD ADJUSTMENTS AND
MODIFICATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE EROSION CONTROL DEVICES DO NOT
EFFECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALL
NOTIFY THE ENGINEER.
11.OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE PROJECT SITE AND
MUST ALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF
BMP'S TO CONTROL EROSION AND SEDIMENTATION AND THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED
AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION
CONTROL PLAN TO INCLUDE BMPS FOR ANY OFF -SITE THAT ARE NOT ANTICIPATED OR SHOWN ON THE EROSION CONTROL PLAN.
12.ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM
WATER QUALITY. PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THIS REQUIREMENT, SUCH AS
COVERING OR ENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER.
13.CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT
AREAS WEEKLY AND WITHIN 24 HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR GREATER, AND KEEP A RECORD OF THIS
INSPECTION IN THE SWPPP BOOKLET IF APPLICABLE, TO VERIFY THAT THE DEVICES AND EROSION CONTROL PLAN ARE
FUNCTIONING PROPERLY.
14.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS IN
ACCORDANCE WITH CITY SPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE
STABILIZED ENTRANCE AT ALL TIMES FOR ALL INGRESS/EGRESS.
15.SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT
AND DIRT ONTO OFF -SITE ROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF -SITE
ROADWAY SHALL BE REMOVED IMMEDIATELY.
16.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF -SITE ROADWAYS THAT ARE
A RESULT OF THE CONSTRUCTION AS REQUESTED BY OWNER AND CITY. AT A MINIMUM THIS SHOULD OCCUR ONCE PER DAY
FOR THE OFF -SITE ROADWAYS.
17. WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP.
18.CONTRACTOR SHALL INSTALL A TEMPORARY SEDIMENT BASIN FOR ANY ON -SITE DRAINAGE AREAS THAT ARE GREATER THAN 10
ACRES, PER TCEQ AND CITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDED FOR A SEDIMENTATION BASIN ON
THESE PLANS, THEN THE CONTRACTOR SHALL ARRANGE FOR AN APPROPRIATE DESIGN TO BE PROVIDED.
19.ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR.
20.WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES OR DIRT IS BEING
TRACKED ONTO A ROADWAY, THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH -DOWN
OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO
CONTROL SEDIMENTATION. PERIODIC RE -GRADING OR NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFECTIVENESS OF THE
CONSTRUCTION ENTRANCE.
21.TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE OF
ANY AREA, UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE.
22.CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANING UP DIRT, LOOSE
MATERIAL, AND TRASH AS CONSTRUCTION PROGRESSES.
23.UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED.
STABILIZATION IS ACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES, SUCH AS
BUILDINGS, SIDEWALK, PAVEMENT, OR A UNIFORM PERENNIAL VEGETATIVE COVER.
24.AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND BORROW DITCHES AFFECTED
BY THE CONSTRUCTION SHALL BE DREDGED, AND THE SEDIMENT GENERATED BY THE PROJECT SHALL BE REMOVED AND
DISPOSED IN ACCORDANCE WITH APPLICABLE REGULATIONS.
STORM WATER DISCHARGE AUTHORIZATION:
1. CONTRACTOR SHALL COMPLY WITH ALL TCEQ AND EPA STORM WATER POLLUTION PREVENTION REQUIREMENTS.
2. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS
POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000.
3. THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCEQ AT LEAST SEVEN DAYS PRIOR TO
COMMENCING CONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIOR TO COMMENCING
CONSTRUCTION. ALL PRIMARY OPERATORS SHALL PROVIDE A COPY OF THE SIGNED NOI TO THE OPERATOR OF ANY MS4
(TYPICALLY THE CITY) RECEIVING DISCHARGE FROM THE SITE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN
(SWPPP) IF APPLICABLE, INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTATION, AND SUBMISSION OF ANY
INFORMATION REQUIRED BY THE TCEQ AND EPA (E.G. NOI).
5. ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE REQUIRED
CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP.
6. A COPY OF THE SWPPP, INCLUDING NOI, SITE NOTICE, CONTRACTOR CERTIFICATIONS, AND ANY REVISIONS, SHALL BE
SUBMITTED TO THE CITY BY THE CONTRACTOR AND SHALL BE RETAINED ON -SITE DURING CONSTRUCTION.
7. A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO TCEQ BY ANY PRIMARY OPERATOR WITHIN 30 DAYS AFTER ALL SOIL
DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON
ALL UNPAVED AREAS AND AREAS NOT COVERED BY STRUCTURES A TRANSFER OF OPERATIONAL CONTROL HAS OCCURRED OR
THE OPERATOR HAS OBTAINED ALTERNATIVE AUTHORIZATION UNDER A DIFFERENT PERMIT. A COPY OF THE NOT SHALL BE
PROVIDED TO THE OPERATOR OF ANY MS4 RECEIVING DISCHARGE FROM THE SITE.
DEMOLITION:
1. KH IS NOT RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION
PLAN. THIS PRELIMINARY DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE
DEMOLISHED AND REMOVED FROM THE SITE.
2. KH DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED BASED ON SURVEY AND UTILITY INFORMATION
PROVIDED BY OTHERS, SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN
ACCURATELY, OR THAT THE UTILITIES SHOWN CAN BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ITS OWN
SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS AND UTILITIES THE
ABILITY AND PROCESS FOR THE REMOVAL OF THEIR FACILITIES.
3. THIS PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THE DEMOLITION IS TO
LEAVE THE SITE IN A STATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION
OF IMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4. CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING
AND IMPLEMENTING THE DEMOLITION PLAN:
a. ENVIRONMENTAL SITE ASSESSMENT PROVIDED BY THE OWNER,
b. ASBESTOS BUILDING INSPECTION REPORT(S) PROVIDED BY THE OWNER,
c. GEOTECHNICAL REPORT PROVIDED BY THE OWNER.
d. OTHER REPORTS THAT ARE APPLICABLE AND AVAILABLE.
5. CONTRACTOR SHALL CONTACT THE OWNER TO VERIFY WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE ABOVE CITED
REPORTS HAVE BEEN PREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR
TO STARTING ANY WORK ON THE SITE.
6. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF OBJECTS
ON THE SITE AND THE DISPOSAL OF THE DEMOLISHED MATERIALS OFF -SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO
REVIEW THE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE REQUIRED PERMITS AND AUTHORIZATIONS, AND
COMPLY.
7. KH DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, OR
COMPREHENSIVE SHOWING ALL ITEMS THAT WILL NEED TO BE DEMOLISHED AND REMOVED.
8. SURFACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES, SUCH AS ADDITIONAL LAYERS OF PAVEMENT,
FOUNDATIONS OR WALLS, THAT ARE ALSO TO BE REMOVED.
GRADING:
1. THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERIFY THE SUITABILITY OF EXISTING AND PROPOSED SITE
CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL OBTAIN ANY REQUIRED GRADING PERMITS FROM THE CITY.
3. UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREA REFLECT TOP OF
PAVEMENT SURFACE. IN LOCATIONS ALONG A CURB LINE, ADD 6-INCHES (OR THE HEIGHT OF THE CURB) TO THE PAVING GRADE
FOR TOP OF CURB ELEVATION.
4. PROPOSED SPOT ELEVATIONS AND CONTOURS OUTSIDE THE PAVEMENT ARE TO TOP OF FINISHED GRADE.
5. PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE
OF DISCREPANCY.
6. ALL FINISHED GRADES SHALL TRANSITION UNIFORMLY BETWEEN THE FINISHED ELEVATIONS SHOWN.
7. CONTOURS AND SPOT GRADES SHOWN ARE ELEVATIONS OF TOP OF THE FINISHED SURFACE. WHEN PERFORMING THE GRADING
OPERATIONS, THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLD-DOWN ALLOWANCE FOR THE THICKNESS
OF PAVEMENT, SIDEWALK, TOPSOIL, MULCH, STONE, LANDSCAPING, RIP -RAP AND ALL OTHER SURFACE MATERIALS THAT WILL
CONTRIBUTE TO THE TOP OF FINISHED GRADE. FOR EXAMPLE, THE LIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF
THE PAVEMENT SECTION.
8. NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALL
PROVIDE THEIR OWN EARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT QUANTITIES AND COST. ANY SIGNIFICANT
VARIANCE FROM A BALANCED SITE SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER.
9. ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION),
INCLUDING SUBSEQUENT ADDENDA.
10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND
ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND APPROPRIATELY
DISPOSED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE.
11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE
START OF GRADING. REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, AND SWPPP FOR ADDITIONAL
INFORMATION AND REQUIREMENTS.
12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THE PROJECT'S
PROPERTY LINE AND SITE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING
FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK.
13.CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL, STATE AND
FEDERAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD OF WHERE EXCESS EXCAVATION WAS DISPOSED,
ALONG WITH THE RECEIVING LANDOWNER'S APPROVAL TO DO SO.
14.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TOPSOIL AT THE COMPLETION OF FINE GRADING.
CONTRACTOR SHALL REFER TO LANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS AND REQUIREMENTS FOR TOPSOIL.
15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING
EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES.
16.NO EARTHWORK FILL SHALL BE PLACED IN ANY EXISTING DRAINAGE WAY, SWALE, CHANNEL, DITCH, CREEK, OR FLOODPLAIN FOR
ANY REASON OR ANY LENGTH OF TIME, UNLESS THESE PLANS SPECIFICALLY INDICATE THIS IS REQUIRED.
17.TEMPORARY CULVERTS MAY BE REQUIRED IN SOME LOCATIONS TO CONVEY RUN-OFF.
18.REFER TO DIMENSION CONTROL PLAN, AND PLAT FOR HORIZONTAL DIMENSIONS.
19.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND CONDITION FILL PER THE PROJECT
GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL
SOILS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARD
SPECIFICATIONS AND THE GEOTECHNICAL REPORT. SOILS TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT
AGENCY FOR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR SOILS TESTING.
21.ALL COPIES OF SOILS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING
AGENCY.
22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE SOILS, THAT THE
WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.
23.THE SCOPE OF WORK FOR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING.
CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECIFICATIONS FILL,
CONDITIONING, AND PREPARATION IN THE BUILDING PAD.
24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO
GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE
PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION
SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING.
25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVED FOR ENTIRE
PERIMETER OF THE PROPOSED BUILDING(S) DURING GRADING OPERATIONS AND IN THE FINAL CONDITION. IF THE CONTRACTOR
OBSERVES THAT THIS WILL NOT BE ACHIEVED, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION.
26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY
SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER.
27.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR
RELOCATIONS NEEDED FOR GRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE, INCLUDING THE UNKNOWN
UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL REFER TO THE GENERAL NOTES "OVERALL" SECTION THESE
PLANS FOR ADDITIONAL INFORMATION.
28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES
FOUND IN THE FIELD THAT AFFECT THE GRADING PLAN TO THE CIVIL ENGINEER.
29.CONTRACTOR SHALL FIELD VERIFY ALL PROTECTED TREE LOCATIONS, INDIVIDUAL PROTECTED TREE CRITICAL ROOT ZONES,
AND PROPOSED SITE GRADING AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH THE
TREE PRESERVATION PLAN BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK.
30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS
AND THE APPROVED TREE PRESERVATION PLANS BY THE LANDSCAPE ARCHITECT.
31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATION AND DETAILS
REGARDING EXISTING TREES TO BE REMOVED AND PRESERVED.
32.NO TREE SHALL BE REMOVED UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY, OR CITY HAS OTHERWISE
CONFIRMED IN WRITING THAT ONE IS NOT NEEDED FOR THE TREE(S).
33.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE.
EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEM HELD TO A MINIMUM.
34.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE
PAVEMENT AREAS FOR EVIDENCE OF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREAS SHALL ADEQUATELY DRAIN
TOWARDS THE INTENDED STRUCTURE TO CONVEY STORMWATER RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER
AND ENGINEER IF ANY AREAS OF POOR DRAINAGE ARE DISCOVERED.
35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVIL ENGINEER IS
OBTAINED.
RETAINING WALLS:
1. RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION AND SURFACE SPOT
ELEVATIONS AT THE TOP AND BOTTOM OF THE WALL.
2. RETAINING WALL TYPE OR SYSTEM SHALL BE SELECTED BY THE OWNER.
3. RETAINING WALL DESIGN SHALL BE PROVIDED BY OTHERS AND SHALL FIT IN THE WALL ZONE OR LOCATION SHOWN ON THESE
PLANS. STRUCTURAL DESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHER WALL SAFETY DEVICES SHALL BE
PERFORMED BY A LICENSED ENGINEER AND ARE NOT PART OF THIS PLAN SET.
4. RETAINING WALL DESIGN SHALL MEET THE INTENT OF THE GRADING PLAN AND SHALL ACCOUNT FOR ANY INFLUENCE ON
ADJACENT BUILDING FOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTABILITY NOTES.
5. RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIAL CONFLICTS.
PAVING:
1. ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY STANDARD DETAILS AND
SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION
STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF
CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION/DETAIL SHALL BE FOLLOWED.
2. ALL PRIVATE ON -SITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR
LATEST EDITION), INCLUDING ALL ADDENDA.
3. ALL FIRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. IF THESE ARE DIFFERENT
THAN THOSE IN THE GEOTECHNICAL REPORT, THEN THE MORE RESTRICTIVE SHALL BE FOLLOWED.
4. ALL PUBLIC PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND
SPECIFICATIONS.
5. CONTRACTOR IS RESPONSIBLE FOR ALL PAVING AND PAVING SUBGRADE TESTING AND CERTIFICATION, UNLESS SPECIFIED
OTHERWISE BY OWNER. ALL PAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY
INSPECTOR. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING PAVING AND SUBGRADE.
OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR PAVING AND PAVING SUBGRADE TESTING.
6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE PAVING AND
PAVING SUBGRADE, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.
7. DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO
GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE
PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION
SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING.
8. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY
STANDARD CONSTRUCTION DETAIL AND SPECIFICATIONS.
9. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA AND TAS STANDARDS
AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING
FLARES.
10.ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA AND TAS STANDARDS,
LATEST EDITION.
11.ANY COMPONENTS OF THE PROJECT SUBJECT TO RESIDENTIAL USE SHALL ALSO CONFORM TO THE FAIR HOUSING ACT, AND
COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT.
12.CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH EXISTING PAVEMENT WITH A SMOOTH, FLUSH, CONNECTION.
13.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, HANDICAPPED
PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS.
ALL PAINT AND PAVEMENT MARKINGS SHALL ADHERE TO CITY AND OWNER STANDARDS.
14.REFER TO GEOTECHNICAL REPORT FOR PAVING JOINT LAYOUT PLAN REQUIREMENTS FOR PRIVATE PAVEMENT.
15.REFER TO CITY STANDARD DETAILS AND SPECIFICATIONS FOR JOINT LAYOUT PLAN REQUIREMENTS FOR PUBLIC PAVEMENT.
16.ALL REINFORCING STEEL SHALL CONFORM TO THE GEOTECHNICAL REPORT, CITY STANDARDS, AND ASTM A-615, GRADE 60, AND
SHALL BE SUPPORTED BY BAR CHAIRS. CONTRACTOR SHALL USE THE MORE STRINGENT OF THE CITY AND GEOTECHNICAL
STANDARDS.
17.ALL JOINTS SHALL EXTEND THROUGH THE CURB.
18.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.
19. CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO BEGINNING ANY OF THE PAVING WORK.
20.ALL SAWCUTS SHALL BE FULL DEPTH FOR PAVEMENT REMOVAL AND CONNECTION TO EXISTING PAVEMENT.
21.FIRE LANES SHALL BE MARKED AND LABELED AS A FIRELANE PER CITY STANDARDS.
22.UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE ORIENTED
SO THEY ARE READILY VISIBLE TO THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED.
23.CONTRACTOR IS RESPONSIBLE FOR INSTALLING NECESSARY CONDUIT FOR LIGHTING, IRRIGATION, ETC. PRIOR TO PLACEMENT
OF PAVEMENT. ALL CONSTRUCTION DOCUMENTS (CIVIL, MEP, LANDSCAPE, IRRIGATION, AND ARCHITECT) SHALL BE CONSULTED.
24.13EFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA, TAS,
AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND
ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE
SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0
PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION.
25.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING
PAVEMENT TO VERIFY THAT ADA/TAS SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR
TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA
AND TAS SLOPE COMPLIANCE ISSUES.
STORM DRAINAGE:
1. ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND
SPECIFICATIONS.
2. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE
INSTALLATION OF THE STORM SEWER.
3. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING STORM
SEWER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY STORM SEWER, AND SHALL
NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED.
4. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL
LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER.
5. FLOW LINE, TOP -OF -CURB, RIM, THROAT, AND GRATE ELEVATIONS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE GRADING
PLAN AND FIELD CONDITIONS PRIOR TO THEIR INSTALLATION.
6. ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS
STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.
7. ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING
CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.
8. ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL
HAVE A CONCRETE COLLAR AND BE GROUTED TO ASSURE THE CONNECTION IS WATERTIGHT.
9. ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PRIVATE STORM SEWER LINES 18-INCHES AND GREATER
SHALL BE CLASS III RCP OR OTHER APPROVED MATERIAL.
10. WHERE COVER EXCEEDS 20-FEET OR IS LESS THAN 2-FEET, CLASS IV RCP SHALL BE USED.
11.IF CONTRACTOR PROPOSES TO USE HDPE OR PVC IN LIEU OF RCP FOR PRIVATE STORM SEWER, CONTRACTOR SHALL SUBMIT
TECHNICAL DATA TO THE OWNER, ENGINEER AND CITY ENGINEER/INSPECTOR FOR APPROVAL PRIOR TO ORDERING THE
MATERIAL. ANY PROPOSED HDPE AND PVC SHALL BE WATERTIGHT.
12.THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL STORM SEWER LINES.
13.EMBEDMENT FOR ALL STORM SEWER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS.
14.ALL WYE CONNECTIONS AND PIPE BENDS ARE TO BE PREFABRICATED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS.
15.USE 4 FOOT JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS LESS THAN 100 FEET.
16.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL
ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL
TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY.
17.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.
ABBREVIATIONS AND DEFINITIONS:
A
AREA
ADA
AMERICANS WITH DISABILITIES ACT
AWWA
AMERICAN WATER WORKS ASSOCIATION
B-B
BACK TO BACK
BC
BEGIN CURVE
BC
BACK OF CURB
BCR
BEGIN CURB RETURN
BMP
BEST MANAGEMENT PRACTICE
BOC
BACK OF CURB
BVCE
BEGIN VERTICAL CURVE ELEVATION
BVCS
BEGIN VERTICAL CURVE STATION
BW
BOTTOM OF WALL
CFS
CUBIC FEET PER SECOND
CITY
CITY, TOWN, OR OTHER APPLICABLE LOCAL
GOVERNMENT JURISDICTION
C/L
CENTERLINE
CL
CENTERLINE
CONC
CONCRETE
CY
CUBIC YARD
DEMO
DEMOLITION
DG
DECOMPOSED GRANITE
DTL
DETAIL
EA
EACH
EC
END CURVE
ECR
END CURB RETURN
EG
EXISTING GROUND
EL
ELEVATION
ELEC
ELECTRICAL / ELECTRICITY
ELEV
ELEVATION
EPA
UNITES STATES ENVIRONMENTAL
PROTECTION AGENCY
ESMT
EASEMENT
EVCE
END VERTICAL CURVE ELEVATION
EVCS
END VERTICAL CURVE STATION
EX.
EXISTING
F-F
FACE TO FACE
FG
FINISHED GROUND
FH
FIRE HYDRANT
FL
FLOW LINE
FOC
FACE OF CURB
FT
FEET
HGL
HYDRAULIC GRADE LINE
KH
KIMLEY-HORN AND ASSOCIATES, INC.
KHA
KIMLEY-HORN AND ASSOCIATES INC.
LAT
LATERAL
LF
LINEAR FEET
LT
LEFT
ABBREVIATIONS AND DEFINITIONS (CONTINUED):
MAX
MAXIMUM
ME
MATCH EXISTING ELEVATION
MH
MANHOLE
MIN
MINUTE / MINIMUM
NO
NUMBER
NOI
NOTICE OF INTENT, REF. TCEQ GENERAL PERMIT
NOT
NOTICE OF TERMINATION, REF. TCEQ GENERAL
PERMIT
NTS
NOT TO SCALE
OC
ON CENTER
OFF
OFFSET
OSHA
OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION
PC
POINT OF CURVATURE
PCC
PORTLAND CEMENT CONCRETE / POINT OF
COMPOUND CURVATURE
PGL
PROPOSED GRADE LINE
PI
POINT OF INFLECTION
PROP
PROPOSED
PRC
POINT OF REVERSE CURVATURE
PSI
POUNDS PER SQUARE INCH
PT
POINT OF TANGENCY
PVC
POLYVINYL CHLORIDE
PVI
POINT OF VERTICAL INFLECTION
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
ROW
RIGHT OF WAY
RT
RIGHT
SF
SQUARE FEET
SS
SANITARY SEWER
SSMH
SANITARY SEWER MANHOLE
STA
STATION
STD
STANDARD
SY
SQ UARE YARD
TAS
ARCHITECTURAL BARRIERS TEXAS ACCESSIBILITY
STANDARDS
TC
TOP OF CURB
TCEQTEXAS
COMMISSION OF ENVIRONMENTAL UALITY Q
TEMP
TEMPORARY
TXDOT
TEXAS DEPARTMENT OF TRANSPORTATION
TXMUTCD
TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES
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TOP OF WALL
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TYPICAL
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VERTICAL CURVE
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WATER
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WASTEWATER
THESE PLAN AND GENERAL NOTES REFER TO:
GEOTECHNICAL ENGINEERING REPORT
(FIRM) XXXXXX
xxxxxxxx
xX/xX/XXXX
INCLUDING ALL REVISIONS AND ADDENDA TO THIS
REPORT THAT MAY HAVE BEEN RELEASED AFTER
THE NOTED DATE.
NOTE
NO PERSON SHALL CONSTRUCT, RECONSTRUCT,
ALTER, REPAIR, REMOVE, REPLACE, PAVE,
REPAVE, SURFACE, OR RESURFACE ANY WALK,
DRIVE, CURB, GUTTER, PAVED AREA, OR
APPURTENANCE ON PUBLIC PROPERTY IN THE
CITY WITHOUT FIRST OBTAINING FRO THE
BUILDING INSPECTOR A PERMIT TO DO SO.
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CAUTION!!
EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.
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FOR REVIEW ONLY
Not for construction or permit purposes.
KimleyoHorn
Engineer JAMIE PLOETZNER, P.E.
P.E. No. 110199 Date 02/03/2025
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CITY OF SOUTHLAKE GENERAL CONSTRUCTION NOTES:
SANITARY SEWER IMPROVEMENTS
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1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS OF THE CITY OF SOUTHLAKE
AND GOVERNED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT'S STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION.
2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE STANDARDS WHERE THEY
DIFFER FROM NCTCOG STANDARDS.
3. THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MUST APPROVE ANY WORK TO BE DONE IN THE
STATE HIGHWAY RIGHT-OF-WAY. AN APPLICATION AND APPROPRIATE PLANS MUST BE SUBMITTED DIRECTLY
TO TXDOT FOR REVIEW.
4. A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-WAY. THE PERMIT IS ISSUED
BY THE PUBLIC WORKS DEPARTMENT.
5. THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH
UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO
DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE
PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTING
UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF
REPAIRING THE UTILITY.
UNDERGROUND FACILITY OWNER & TELEPHONE NUMBER
ABOVE NET FIBER(214) 869-8352
AT&T(214) 745-2964
AT&T TEXAS (CALL DIGTESS)(800) 344-8377
ATMOS ENERGY(817) 359-1313
CHARTER COMMUNICATIONS(817) 822-8745
CITY OF SOUTHLAKE(817) 748-8082
DIGTESS (LINE LOCATES)(800) 344-8377
LEVEL (3) COMMUNICATIONS(877) 366-8344
ONCOR ELECTRIC DELIVERY(817) 215-6688
ONE SOURCE COMMUNICATIONS(817) 692-6042
TRI COUNTY ELECTRIC(817) 431-1541
VERIZON ENGINEERING(972) 578-3354
6. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL
REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND
CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST
AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS
IN GRADES AND ALIGNMENT.
7. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF
THE U. S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS.", VOL. 29, SUBPART
P. PG. 128 - 137, AND ANY AMENDMENTS THERETO.
8. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION
OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO
ORIGINAL CONDITION OR BETTER.
9. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR
BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES,
CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS.
10. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE
CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING FROM THE FROM THE DESIGN ENGINEER.
THE DIRECTOR OF PUBLIC WORKS SHALL APPROVE ANY DEVIATIONS FROM STATE REGULATIONS.
11. THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL
INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN
ADDITION TO THAT INDICATED ON THE PLANS.
12. THE CONTRACTOR MUST FIELD VERIFY EXISTING SERVICE LOCATIONS PRIOR TO INSTALLING NEW
SERVICES. WHEN INSTALLING A NEW WATER LINE, ALL EXISTING SERVICES MUST BE CONNECTED TO THE
NEW LINE.
13. THE CONTRACTOR SHALL KEEP RECORDS FOR RECORD DRAWINGS AND SHALL SUBMIT MARKUPS TO THE
CITY INSPECTOR PRIOR TO SCHEDULING A FINAL WALKTHROUGH INSPECTION.
14. PRIOR TO CONSTRUCTION, A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES FROM
ALL CONTRACTORS, THE ENGINEER AND THE CITY OF SOUTHLAKE.
15. ALL CONSTRUCTION MUST ADHERE TO THE TREE PRESERVATION ORDINANCE
WATER IMPROVEMENTS
1. ALL 1" AND 2" WATER METERS WILL BE INSTALLED BY CITY PERSONNEL.
2. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF SIDEWALK IF WALK INTENDED.
3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 MINIMUM, WITH NSF
SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH NCTCOG STD. SPECS. WATER MAINS TO
HAVE A MINIMUM OF 42" COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE
COMPRESSION -TYPE WITH STAINLESS STEEL TUBE LINERS.
4. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT
MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE INCLUDING SERVICES UNDER PUBLIC
PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL.
5. WATER SERVICES SHOULD BE LOCATED 10' UPSTREAM OF THE SANITARY SEWER SERVICES. EACH
LOCATION IS TO BE STAMPED ON THE CURB WITH 2" HIGH LETTER "W".
6. ALL SERVICES TO THE METER TO BE MINIMUM 1" SDR-9 CLASS 200 POLYETHYLENE.
7. WATER METER BOXES WILL BE FURNISHED AND INSTALLED AFTER PAVING ACTIVITIES HAVE BEEN
COMPLETED.
8. CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE TESTED.
9. ALL FIRE HYDRANT ASSEMBLIES (MUELLER, M&H, OR WATEROUS ONLY) TO BE EQUIPPED WITH A 6" GATE
VALVE AND BOX. HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS
WILL BE PAINTED BY THE CITY.
10. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE BY THE
PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CONCRETE BLOCK OUT
PER DETAIL ON SHEET.
11. FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" X 5" STORZ ADAPTER CONNECTION WITH BUTTERFLY
VANES.
12. WHEN A WATER LINE IS BORED, THE CASING SHALL BE CAPPED AND VALVES ADDED ON EITHER SIDE.
13. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS.
14. FOR VALVES (MUELLER, M&H, OR WATEROUS ONLY) INSTALLED 4' AND DEEPER, EXTENSION WITH CENTER
RING 2' OR LESS IS REQUIRED.
15. TAPPING SADDLES MUST BE ALL STAINLESS STEEL.
1. SANITARY SEWER PVC PIPE SHALL BE SDR 35 IF DEPTH OF LINE IS 10' OR LESS AND SDR 26 IF DEPTH OF LINE
IS GREATER THAN 10'.
2. PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II, OR BETTER, MATERIAL AS DEFINED IN ASTM
D-2321, AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY. PIPE, INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT
TREATED SAND BACKFILL.
3. AFTER COMPLETION OF ALL TESTING (I.E. MANDREL & AIR) CONTRACTOR SHALL PERFORM A TELEVISION
INSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. DEFLECTION TESTING SHALL BE
PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS.
4. A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES.
THE SERVICE SHOULD BE LOCATED IN THE CENTER OF EACH LOT.
5. ONE JOINT OF 150-PSI PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER PIPE
CROSSINGS.
6. CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE
PAVING CONTRACTOR BEGINS WORK.
7. RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE CONSTRUCTED 18"
BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED BY PAVING CONTRACTOR TO
FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A TYPICAL CONCRETE BLOCK -OUT CONSTRUCTED
PER STANDARD DETAIL.
8. ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. OF TRENCH PER LIFT.
LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT
LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300
L.F., A MINIMUM OF 2 TESTS PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF
ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING CONTRACTOR
SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL TRENCH WORK.
9. ALL MANHOLES SHALL BE VACUUMED TESTED.
10. ANY TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. (NO BREAKOUTS ALLOWED) CORE SHALL BE 2"
LARGER THAN PIPE SIZE
11. ONLY RIDGED SADDLES APPROVED. (NO RUBBER SADDLES).
12. FILTER FABRIC TO BE INSTALLED OVER CHAT ROCK.
13. MANHOLE MUST BE RAISED 1/4 INCH PER FOOT BEHIND CURB.
14. NO FLAT TOPS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
15. INFLOW LINES OVER 16" OFF THE FLOOR MUST HAVE INTERNAL DROP WITH RELINER AND STAINLESS -STEEL
STRAPS.
16. INVERT IS TO BE REWORKED, WHEN TYING TO EXISTING MANHOLES.
17. OUTFALL MANHOLE AND THE 2 DOWNSTREAM MANHOLES MUST BE SPRAYED WITH RAVEN LINER. (MINIMUM
125 MIL THICK)
18. 3" BUTYL RUBBER MUST BE USED UNDER RING THE FIRST RISER RING.
19. 3/8" BUTYL RUBBER MUST BE USED BETWEEN LAD -TECH RISER RINGS.
20. CRETEX IS APPROVED EQUAL AND MUST HAVE SEALANT BETWEEN RISER RINGS.
21. LAD -TECH AND CRETEX ARE THE ONLY APPROVED MATERIALS FOR GRADE ADJUSTMENT.
22. 45-DEGREE BENDS TO BE USED AT THE BOTTOM OF AN INTERNAL DROP TO DIRECT FLOW DOWNSTREAM.
23. ALL INTERNAL DROPS MUST BE ONE SIZE LARGER THAN PIPE DIAMETER COMING IN.
24. ONLY NON -SHRINK GROUT TO BE USED FOR MINOR PATCHING INSIDE MANHOLES.
PAVING IMPROVEMENTS
1. ALL FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95%) PERCENT STANDARD
PROCTOR AS PER ASTM D 698 AT OR ABOVE OPTIMUM MOISTURE CONTENT. LIFTS SHALL BE AS SPECIFIED
PER THE SOILS LAB RECOMMENDATION AND AS APPROVED BY THE CITY. ALL FILL SHALL BE TESTED AS
INSTALLED AND CERTIFIED BY AN APPROVED SOILS LABORATORY
2. ALL STREETS, UNLESS ALTERNATIVE DESIGN IS SUBMITTED BY LAB, DESIGNED BY THE TRIAXIAL METHOD AS
SPECIFIED IN TEXAS HIGHWAY DEPARTMENT REQUIREMENTS AND APPROVED BY THE CITY OF SOUTHLAKE,
SHALL BE CONSTRUCTED ON A MINIMUM OF (6") INCHES OF STABILIZED SUBGRADE (LIME OR CEMENT) AS
SOIL TESTS INDICATE. COMPACTION SHALL BE NINETY-FIVE (95%) PERCENT DENSITY AS PER AASHTO
DESIGNATION T180. DENSITY TESTS SHALL BE TAKEN EVERY 1,000 SQUARE YARDS OR LESS, AS REQUIRED
BY CITY INSPECTOR.
3. THE SUB -GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO
AND AFTER SUB -GRADE STABILIZATION.
4. CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH
AND THIRTY (30") INCHES WIDE.
5. THE PARKWAYS AND STREETS SHALL BE ROUGH CUT TO A PLUS OR MINUS ONE -TENTH (0.1') FEET OF THEIR
RESPECTIVE FINAL GRADES.
6. CONSTRUCTION OF WHEEL CHAIR RAMPS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT
THE TIME OF PUBLIC IMPROVEMENTS.
7. INDIVIDUAL WATER AND SEWER SERVICES AND WATER VALVES SHALL HAVE A SUITABLE MARKER ("W" FOR
WATER, "S" FOR SANITARY SEWER AND "V" FOR VALVES) STAMPED ON THE FACE OF THE CURB, OR IF NO
CURB IS CONSTRUCTED, ON THE TOP OF THE PAVEMENT. THE MARKS SHALL BE A MINIMUM OF TWO (2")
INCHES IN HEIGHT AND WIDTH. WATER SERVICES SHALL BE LOCATED 10' UPSTREAM FROM THE SANITARY
SEWER SERVICE, WITH THE SEWER SERVICE AT THE CENTER OF THE FRONT OF THE LOT.
8. THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER
DENSITY / MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. COPIES OF THE
TEST RESULTS TEST RESULTS SHALL BE FURNISHED TO THE CITY. IN THE EVENT PAVING OPERATIONS HAVE
NOT COMMENCED WITHIN THE SEVENTY-TWO-(72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT THE
CONTRACTOR'S EXPENSE.
9. MANHOLE RIM ELEVATIONS, CLEAN -OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. SHALL BE ADJUSTED TO
FINISHED GRADE BY THE PAVING CONTRACTOR AT THE TIME OF PAVING.
10. THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "PERMANENT SURVEY REFERENCE
MONUMENTS" AS DESCRIBED IN THE SUBDIVISION ORDINANCE INCLUDING CONCRETE MONUMENTS AT ALL
BOUNDARY CORNERS.
11. THE PAVING CONTRACTOR SHALL INSTALL A BLUE REFLECTOR IN THE STREET CENTERLINE AT THE
LOCATION OF EACH FIRE HYDRANT.
STORM DRAINAGE IMPROVEMENTS
1. ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALL BE ASTM C76, CLASS III REINFORCED
CONCRETE PIPE (RCP), INSTALLED WITH COMPRESSIVE TYPE JOINTS.
2. AFTER COMPLETION OF ALL STORM SEWER INSTALLATION, THE CONTRACTOR SHALL PERFORM A
TELEVISION INSPECTION AND PROVIDE A VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT.
3. INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHIN OR NEAR THE SITE. A LETTER INCLUDING THE
LOCATION AND ELEVATION OF THE BENCHMARK MUST BE SUBMITTED TO PUBLIC WORKS PRIOR TO THE
FINAL ACCEPTANCE OF THE PROJECT.
4. STORM SEWER PIPES LARGER THAN 36" MUST BE WIPED WITH NON -SHRINK GROUT AFTER INSPECTION AND
APPROVAL.
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EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR
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EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.
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KimleyoHorn
Engineer JAMIE PLOETZNER, P.E.
P.E. No.110199 Date 02/03/2025
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GRAPHIC SCALE IN FEET
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INST. NO. D181310706 �i
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81.33'
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INST. NO. D212064089
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INST. NO. D212064089
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15' BUILDING LINE 24' MUTUAL ACCESS EASEMENT
INST. NO. D212064089
O.P.R.T.C.T.
24' MUTUAL ACCESS EASEMENT
INST. NO. D212064089
O.P.R.T.C.T.
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INST. NO. D212064089
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INST. NO. D212064089
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V' NOTES
1. THIS SITE PLAN IS FOR THE ADDITION OF A HELIPAD ON
LOT 5, BLOCK 1 ONLY. THE PROPOSED WORK DOES
' NOT INCLUDE ANY VERTICAL STRUCTURES, FIRE
LANES, DRIVES, OR PARKING MODIFICATIONS.
1
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
TANGENT
C1
4563.66'
29.00'
0°21'51"
14.50'
C2
4551.66'
175.67'
2° 12'41 "
87.85'
C3
48.00'
21.10'
25'11'00"
10.72'
C4
92.00'
126.77'
78°56'58"
75.77'
C5
28.00'
4.83'
9°52'27"
2.42'
C7
53.00'
99.01'
107°02'00"
71.67'
C8
28.00'
26.06'
53'19'18"
14.06'
C9
58.00'
82.94'
81 °55'45"
50.36'
C10
148.36'
62.67'
24'12'10"
31.81'
C11
32.00'
36.61'
65°33'22"
20.61'
C12
28.00'
17.81'
36026'32"
9.22'
OWNER
METHODIST HEALTH SYSTEM
403 W CAMPBELL RD. SUITE 205
RICHARDSON, TEXAS 75080
PHONE: 214-212-3632
EMAIL: TRUBYMCDOUGAL@MHD.COM
CONTACT: TRUBY MCDOUGAL
ENGINEER
Ki'mle Horn
13455 NOEL RD TWO GALLERIA OFFICE TOWER, SUITE 700
DALLAS, TEXAS 75240
PHONE: 972-770-1300
EMAIL: JAMIE.PLOETZNER@KIMLEY-HORN.COM
CONTACT: JAMIE PLOETZNER, P.E.
TEXAS REGISTERED ENGINEERING FIRM NO. F-928
•
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q ° Call before you dig.
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ZONING: AG PRIVATE COMMERCIAL
ZONING: SF20B CONCRETE DRIVE / - EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR
L.U.D. - MEDIUM L.U.D. - MEDIUM / IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND
DENSITY DENSITY RESIDENTIAL / % VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
RESIDENTIAL / / CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
/ EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
/ ANY DISCREPANCIES ON THE PLANS.
/ A A A A A A A A A A A A A A A A/1,
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Engineer JAMIE PLOETZNER, P.E.
P.E. No.110199 Date 02/03/2025
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LOT 5, BLOCK 1
SOUTHLAKE MEDICAL DISTRICT
INST. NO. D212064089
O.P.R.T.C.T.
C
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I'M7i\■hdpl\III
EXISTING UNDERGROUND UTILITIES IN THE AREA. CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.
N24°54'00"E
241.45'
26' FIRE LANE, ACCESS,
DRAINAGE & UTILITY EASEMENT
INST. NO. D212064089 c
O.P.R.T.C.T.
EX. LIGHT POLE
TO REMAIN (TYP.)
EX. TREE TO REMAIN (TYP.)
PROP. FULL DEPTH SAWCUT
AND CURB AND GUTTER TO
BE REMOVED
EX. HOSPITAL ENTRY
F
/1 \
XF \
XF
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i \
C6 \ \
EX. HOSPITAL
BUILDING (TYP.)
EX. HOSPITAL ENTRY
EX. BOLLARD TO
REMAIN (TYP.)
LOT 1R1, BLOCK 1
SOUTHLAKE MEDICAL
DISTRICT
INST. NO. D222056041
O.P.R.T.C.T.
EX. HOSPITAL ELECTRICAL
ROOM ENTRY
EX. HOSPITAL ENTRY
GRAPHIC SCALE IN FEET
0 10 20 40
NOTES
1. REFER TO GENERAL NOTES SHEET C-002 FOR DEMOLITION NOTES.
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
- -
EXISTING EASEMENT
SAWCUT LINE
----- - - - - - -
EXISTING CURB
EXISTING WATER LINE TO REMAIN
-W-
EXISTING SANITARY SEWER LINE TO
REMAIN
ss ss
EXISTING STORM LINE TO REMAIN
EXISTING LIGHT POLE TO REMAIN
O
EXISTING CONCRETE TO REMAIN
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EXISTING PAVERS TO REMAIN
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
TANGENT
C1
4563.66'
29.00'
0°21'51"
14.50'
C2
4551.66'
175.67'
2° 12'41 "
87.85'
C3
48.00'
21.10'
25011'00"
10.72'
C4
92.00'
126.77'
78°56'58"
75.77'
C5
28.00'
4.83'
9°52'27"
2.42'
C7
53.00'
99.01'
107°02'00"
71.67'
C8
28.00'
26.06'
53'19'18"
14.06'
C9
58.00'
82.94'
81 °55'45"
50.36'
C10
148.36'
62.67'
24'12'10"
31.81'
C11
32.00'
36.61'
65°33'22"
20.61'
C12
28.00'
17.81'
36°26'32"
9.22'
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EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.
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KimleyoHorn
Engineer JAMIE PLOETZNER, P.E.
P.E. No.110199 Date 02/03/2025
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SHEET NUMBER
C-102
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LOT 5, BLOCK 1
SOUTHLAKE MEDICAL DISTRICT
INST. NO. D212064089
O.P.R.T.C.T.
C
E
0
N: 7033923.65
E: 2383361.70
x
PROPOSED OBSTRUCTION LIGHT TO x
BE INSTALLED ON TOP OF FENCE. REF.
ELECTRICAL PLANS FOR DETAILS. I
x
x
x
x
PROPOSED 4' WROUGHT IRON I
FENCE (REF. LANDSCAPE x
PLAN FOR DETAILS)
PROPOSED OBSTRUCTION L,-, , , ,
BE INSTALLED ON TOP OF FENCE. REF.
ELECTRICAL PLANS FOR DETAILS.
x
x
PROPOSED OBSTRUCTION LIGHT TO BE
INSTALLED ON TOP OF FENCE. REF.
ELECTRICAL PLANS FOR DETAILS.
x x x x x x x x
PROPOSED WINDCONE
W/ WINDCONE LIGHT
38.0'
BASE CAN, CONDUIT, AND BLANK
COVER FOR IN -PAVEMENT TLOF
EDGE LIGHT (TYP.) (REF.
ELECTRICAL PLANS)
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E:2383421.70
~ E:2383468.70
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IDENTIFICATION MARKING.
(REF. SHEET C-302 FOR DETAILS)
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IDENTIFICATION
MARKING.
(REF. SHEET
C-302 FOR DETAILS)
1
N: 7033816.65
47.0' TLOF
N: 7033816.65
E: 2383421.70
(PAVED AND MARKED)
E: 2383468.70
85.5' FATO
(UNPAVED)
J
117.0' SAFETY AREA
(UNPAVED)
x x x x x x
PROPOSED SECONDARY -
WROUGHT IRON GATE
PROPOSED HELICOPTER LANDING
AREA CAUTION AND NO SMOKING SIGN.
(REF. SHEET C-302 FOR DETAILS)
x x x
100.7'
PROPOSED OBSTRUCTION LIGHT TO
BE INSTALLED ON TOP OF FENCE. REF.
ELECTRICAL PLANS FOR DETAILS.
x
x
x
x
N65°06'00"W
20.00'
A=107°02'00"
R=53.00'
L=99.01'
CB=S25°05'42"W
C=85.23'
PROPOSED -
PROPERTY LINE
PROPOSED HELICOPTER
LANDING AREA CAUTION AND NO A=53°19'18"
SMOKING SIGN. (REF. SHEET R=28.00'
C-302 FOR DETAILS)
L=26.06'
PROPOSED WROUGHT CB=N1°45'38"W
IRON GATE �J C=25.13'
r1g3.5r
I� PROPOSED 10'
SIDEWALK
x
X
X
X
X
N24°54'00"E
241.45'
26' FIRE LANE, ACCESS, /
DRAINAGE & UTILITY EASEMENT -
INST. NO. D212064089 --
O.P.R.T.C.T.
/
/
E: 2383528.70
TRANSITION FROM 6"
CURB TO 0" OVER 10'
N 1 °24'51 "W
8.13'
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R=18.00' ♦ t
L=25.14'
CB=N38°35'55"E
C=23.15'
WATER
j EASEMENT
INST. NO.
D212064089
O.P.R.T.C.T.
O
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4
TRANSITION FROM 6"
CURB TO/00"" OVER 10'
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Q LOT iRi, BLOCK 1
SOUTHLAKE MEDICAL
DISTRICT
INST. NO. D222056041
O.P.R.T.C.T.
GRAPHIC SCALE IN FEET
0 10 20 40
NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
2. ALL CURB RADII ARE 2' UNLESS DIMENSIONED OTHERWISE.
3. PAVEMENT SECTIONS SHOWN FOR REFERENCE ONLY. SEE GEOTECH FOR
DETAILS.
4. CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL
MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, ETC. TO MATCH
PROPOSED FINISHED GRADES IF NECESSARY.
5. HELIPAD LAYOUT GEOMETRICS ARE IN ACCORDANCE WITH FAA A/C 150/5390-2D
GENERAL AVIATION HELIPORT STANDARDS.
6. DESIGN HELICOPTER BELL 429.
7. NO RAISED LIGHT POLES OR OTHER VERTICAL OBSTRUCTIONS MAY BE
INSTALLED THAT PENETRATE THE APPROACH/DEPARTURE SURFACE.
8. HELIPORT OPERATOR SHALL REEXAMINE POTENTIAL OBSTRUCTIONS IN THE
VICINITY OF THE APPROACH/DEPARTURE PATHS ON AT LEAST AN ANNUAL BASIS
TO DETERMINE IF OBSTRUCTION EXIST.
LEGEND
PROPERTY LINE
SAWCUT LINE ------------
PROPOSED CURB
HELIPAD PAVEMENT (REFERENCE
SECTION THIS SHEET)
PROPOSED CONCRETE SIDEWALK
(REFERENCE SECTION THIS SHEET)
EXISTING CONCRETE SIDEWALK TO
REMAIN
4
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4 a
4
EXISTING PAVERS TO REMAIN
IN -GROUND LIGHT (REF. ELECTRICAL
PLANS FOR DETAILS)
0
LIGHTED WIND CONE (REF. ELECTRICAL
PLANS FOR DETAILS)
4' WROUGHT IRON FENCE (REF. SHEET
C-302 FOR DETAILS)
x x
FINAL APPROACH AND TAKEOFF AREA
(UNMARKED AREA)
FATO
TOUCHDOWN AND LIFTOFF AREA, (THE
MARKED LANDING SURFACE) (REF.
C-302 FOR DETAILS)
TLOF
HELIPAD CONCRETE PAVEMENT SECTION
8" PORTLAND-CEMENT CONCRETE SHOULD HAVE A MINMIMUM
COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS W/ #4 BARS AT
18" ON CENTER EACH WAY.
T4" g
RE -COMPACTED SUBGRADE TO A DEPTH OF AT LEAST 6",
SCARIFIED, MOISTURE CONDITIONED AND RE -COMPACTED TO
AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM D 698), 0-3% FROM OPTIMUM MOISTURE CONTENT.
NOTE: PAVEMENT SECTIONS SHOWN FOR REFERENCE ONLY. REF. GEOTECH REPORT
FOR DETAILS.
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FOR REVIEW ONLY
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KimleyoHorn
Engineer JAMIE PLOETZNER, P.E.
P.E. No.110199 Date 02/03/2025
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SHEET NUMBER
C-201
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MIN.
411
MONOLITHIC
BROOM FINISH
3/8", NO. 3 DEFORMED J CONCRETE SIDEWALK
REBAR ON 24" CENTERS 3,000 PSI @ 28 DAYS
BOTH WAYS SUPPORTED
BY PLASTIC CHAIRS COMPACTED
SECTION SUBGRADE
GENERAL NOTES (NOT TO SCALE)
1. All sidewalks shall be at least five feet wide or in comformance with the Trail Master
Plan, whichever is greater, and Shall be located between the curb or grade line of the
public street and the ROW line or public access easement if approved by the city, no
closer than two (2) feet to the curb or grade line. The Building Official may alter
alignment so that the sidewalk meanders within the area between the curb and the
ROW Line.
2. Concrete for sidewalks shall have a minimum compressive strength of 3,000 psi at 28
days. The quantity of mixing water shall not exceed 6 1/2 US gallons per sack (94
lbs.) of Portland cement. The slump of the concrete shall not exceed 4". A minimum
content of 5 sacks of cement per cubic yard of concrete is required. Sidewalks shall
be at least 4" thick.
3. Sidewalks shall be reinforced with 3/8" no. 3 bars set on 24" centers.
4. 1/2" premolded bituminous expansion joints with no. 4 smooth dowels shall be spaced
at 20' intervals.
5. Where new work abuts driveways, pavement, curbs, or any other work, expansion joints
shall be filled with premolded bituminous expansion joint filler at least 1" nominal
thickness and shall extend 6" deep and the entire width of the concrete sections.
Bars used in this oint shall be sleeved to allow for the movement of concrete on the
bars. The bars s�all be smooth 3/8" no. 3 bars minimum. No deformed bars shall
be allowed.
6. Sidewalk control joints shall be grooved 3/8" deep on 4' centers. Sidewalks 5' and
wider shall be sawed at control joints, not tooled.
7. The surface of the sidewalk shall have a monolithic broom finish. The edges of the
sidwalk control joints and expansion joints shall be tooled to a smooth finish not less
than 2" in width. Exposed edges of the sidewalk shall be rounded with an edger to a
radius of 1/2".
8. Where a sidewalk is to be constructed and a fire hydrant would be within the forms,
the forms shall curve around the fire hydrant such that the walk misses the hydrant
by a minimum distance of 1'. A transition of 10' is required in and out of curved
areas. Where a sidewalk abuts along the back of a curb, sidewalk shall be minimum
5' wide.
9. All water service meter boxes within a sidewalk shall be concrete. This concrete box
shall have a metal hinged lid and be set at an elevation that will be equal to the finish
grade of the sidewalk. The concrete water meter box shall be of the same size as
the standard plastic meter box.
10. All sidewalks shall be built at an elevation that will not impede or be otherwise
detrimental to proper lot drainage, with natural grade preferred.
_36 11. All construction of sidewalks, crosswalks, etc. within the City of Southlake ROW shall
conform to Texas Department Of Licensing And Regulation (TDLR) standards and meet
Texas Accessibility Standards (TAS).
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0
REVISION SOUTHLAKE
DATE SIDEWALK DETAIL
2015.09 W I
FELT EXPANSION JOINT FILLER .
= TO
T ` -
3/4" DIA. SMOOTH DOWEL -
30" LG., 12"O.C.
FILL WITH JOINT SEALER
2„ LUBRICATE THIS END
—EXPANSION CAP
TYPE A
EXPANSION JOINT
(300' MAXIMUM SPACING)
C
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1 1/4"
FILL WITH JOINT SEALER 1/8" RAD.
T 2"
T ` - 1/4" 1 112"
/" �Iq
NO METAL KEYWAYS 5/8"
TYPE B
LONGITUDINAL JOINT
NOTE: CURB SHALL BE STAMPED WITH A
'W', 'S', 'MH', OR (2"min) AT WATER
AND SEWER SERVICE LOCATIONS,
MANHOLES, OR VALVES.
TYPICAL SECTION STANDARD 30"
CONCRETE CURB & GUTTER
EXPANSION JOINT(PREMOLDED ASPHALT BOARD) ON 40' CENTERS MAXIMUM
CONTROL JOINTS REQUIRED EVERY IV
FILL WITH JOINT SEALER
T ` -
ALL CONCRETE FOR CURB & GUTTERS SHALL BE
CLASS "C" CONCRETE (3,600 PSI AT 28 DAYS).
REINFORCING STEEL SHALL BE THREE (3) NO.4
BARS LONGITUDINALLY PLACED AS SHOWN IN
DETAIL. MAINTAIN 2" COVER.
SUBGRADE SHALL BE THE SAME AS H.MA.C.
STREET.
AN APPROVED WHITE PIGMENTED CURING
COMPOUND SHALL BE APPLIED TO THE SURFACE
OF THE CURB AND GUTTERS AS SOON AS IT HAS
BEEN POURED AND FINISHED.
2"
1/8" TO 1/4" 1 T
TYPE C
SAWED JOINT
GENERAL NOTES
1. REFER TO NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG)
"STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (ITEM 2.4.13
FOR SPECIFICATIONS FOR TYPE B AND TYPE D HOT MIX ASPHALTIC CONCRETE.
2. EXPANSION JOINT MATERIAL SHALL EXTEND COMPLETELY THROUGH CURB.
3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS. REINFORCING STEEL
SHALL BE PLACED PROVIDING A MINIMUM OF 2" CLEARANCE TO THE SURFACE
OF THE CONCRETE.
4. WHERE REINFORCING BARS ARE SPLICED, A 30" LAP SHALL BE USED.
5. ALL CONCRETE SHALL BE CLASS C (3,600 PSI AT 28 DAYS) UNLESS OTHERWISE
NOTED.
6. AN APPROVED WHITE PIGMENTED CURING COMPOUND SHALL BE APPLIED TO
THE SURFACE OF THE CONCRETE AS SOON AS IT HAS BEEN POURED AND
FINISHED.
7. SUBGRADE STABILIZATION PERCENT, RATE, AND THICKNESS WILL DEPEND ON
GEOTECHNICAL REPORT SUBMITTED TO CITY ENGINEER AND SHOWN ON
PLANS.
8. SEAL ALL VOIDS AND HONEYCOMBS AT ALL CURBS BEFORE PLACING BACKFILL.
FILL WITH JOINT SEALER 1/8" RAD.
T T/2
NO METAL KEYWAYS
DEFORMED TIE BARS 1/2" DIA.
30" LG., 24-O.C.
TYPE E
TIE TRANSVERSE CONSTRUCTION JOINT
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FOR REVIEW ONLY
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KimleyoHorn
Engineer JAMIE PLOETZNER, P.E.
P.E. No.110199 Date 02/03/2025
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SHEET NUMBER
C-202
LOT 5, BLOCK 1
SOUTHLAKE MEDICAL DISTRICT
INST. NO. D212064089
O.P.R.T.C.T.
0
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630.22
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632.53 633.00 632
4.4 % 5.00% 11� 633.029W
632.76
633.00SW
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441%
3.5 /° 5 1
632.53 00' 633.00 632
631.17 631.64
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20 0'
\ N1 °24'5101000
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TRANSITION FROM 6"
CURB TO 0" OVER 10'
631.53SW
J 631..279MM
1.43SW 6316
631.15METC71631.51M
TRANSITION FROM 6" J /
CURB TO 0" OVER 10' C
I '
BM 53
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t9
CONTRACTOR TO VERIFY 0
POSITIVE DRAINAGE
' AROUND HELIPAD
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0
N24°54'00"E
241.45' /
26' FIRE LANE, ACCESS,
DRAINAGE & UTILITY EASEMENT - --
INST. NO. D212064089--------- /
O.P.R.T.C.T. �I
i
x
X
X V
X
•
LOT 1111, BLOCK 1
SOUTHLAKE MEDICAL
DISTRICT
INST. NO. D222056041
O.P.R.T.C.T.
O'
GRAPHIC SCALE IN FEET
0 10 20 40
LEGEND
PROPOSED CONTOURS
506.50
EXISTING CONTOURS
TOP OF PAVEMENT ELEVATION
506.50
TOP OF GRATE INLET ELEVATION
506.50TG
TOP OF CURB ELEVATION
506.50TC
SIDEWALK ELEVATION
506.50SW
MATCH EXISTING ELEVATION
506.50ME
DRAINAGE ARROW
SWALE
> > >
HIGH POINT
-----------
NOTES
1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE
NOTED.
2. CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES,
ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS,
STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES IF
NECESSARY.
3. ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH RECOMMENDATION.
REFER TO PAVING SECTION DETAILS FOR SUBGRADE PREPARATION
REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO GEOTECH REPORT.)
4. SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD
VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT OF
ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING ACTIVITTES.
5. REFERENCE SHEET C-302 FOR SECTION A -A DETAIL.
Know what's below.
q ° Call before you dig.
4O
J CAUTION!! L
EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.
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FIR LELOO'dUHzG° nY
FOR REVIEW ONLY
Not for construction or permit purposes.
KimleyoHorn
Engineer JAMIE PLOETZNER, P.E.
P.E. No.110199 Date 02/03/2025
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SHEET NUMBER
C-301
DETAIL A: SECTION A -A
NTS D
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19.25' 47.0' 19.25'
15.75'
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PROPOSED GRADING COMPACTED 5% d c e A da e G G n v VARIES 1- 5%
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RECOMMENDATIONS (TYP.) VARIES 1- 5% v ° n d e °
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PROPOSED GRADING COMPACTED
PER GEOTECH REPORT
RECOMMENDATIONS (TYP.)
8" PORTLAND-CEMENT CONCRETE 6" RECOMPACTED SUBGRADE PRIOR TO CONSTRUCTION OF FZ6
SHOULD HAVE A MINIMUM PAVEMENT, THE EXPOSED SUBGRADE
COMPRESSIVE STRENGTH OF SHOULD BE COMPACTED TO A DEPTH OF
° 3,500 PSI AT 28 DAYS. MINIMUM AT LEAST 6" AND SCARIFIED,
REINFORCING #4 BARS @ 18" ON MOISTURE -CONDITIONED AND
N CENTER EACH WAY. RE -COMPACTED TO AT LEAST 95% OF UJ
DAD PROCTOR TYRASTM D 698), OA3°°/ F FRXIMUM OM
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DENSITY Z
CAUTION
OPTIMUM MOISTURE CONTENT. UU M � c/)
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4 IN A CROUCHED MANNER WHEN ROTORS ARE TURNING TAIL ROTOR
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FIR [E LoR�t]oHcan%r
FOR o " YELLOW �) 19
Not for constructionl or
NLY
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N STRIPING
0
INSTRUCTIONS Kim ey>�Horn
to Engineer JAMIE PLOETZNER, P.E.
P.E. No. 110199 Date 02/03/2025
w AUTHORIZED
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LIMITATION BOX MARKING =
NTS
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NOTE: ALL CHARACTERS HAVE THE FOLLOWING CHARACTERISTICS: U
18.00 IN HIGH VERTICAL STROKE OF 2.50 IN
E
9.00 IN WIDE HORIZONTAL STROKE OF 3 IN SHEET NUMBER
O
CHARACTERS WITHIN THE TLOF SIZE AND WEIGHT LIMITATION
BOX ARE BLACK WITH WHITE BACKGROUND. -302
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42
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Tract 2 Block 1 ~" �
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Volume ate-142 Page 1:92 ' \ t Yr
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Tract 1, Black r / e+' j % to 1 r� f ®. 72
Chive" Addition t -
Lot 1, Black A--80 Volume 388-14Z Page 142
Peak Addition (PR TCT)
volume 3M-137, Pogo 61 Cb
(PRX7)47
\% \ f
0.28
Lot 07- &60 A-&i
Pbg* AMft keyi�fsrel ' '.pop so
PROPOSED HELIPAD LOCATION .18
WITHIN EX. DRAINAGE AREA EE Z 1 33 \ / r / H % r
Lot 4, Bloch A-80
Peck Adaitlan } i (P. M" } t
Volume 388-137, Page B1 l ` ..
0.12
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lot,A Block A- W I iPack Ad*Uw
OS-
7
Hi W. COW AND Mph
0k'M�Q7HY m. C URE LAFAYEI S A ' N111%
4+1X i17fE 5137, PA&t 217 DONS LAf=AII£RS
,� KXUME' 121 PALE 2a
i (DR
BI�I�,�ARK:
City of Southicke ftu=d 26 City of Salthlake Monument 27
Looated 2W:k eclat of North White Chapel Ellvd. LAcatsd in the east right-of-way of !forth
and 366't awth of east Flighland Street. Owd Ave. on the north side of the entrance
Northing' (y} 7 4 23 to Jo* D. Johnscin F3enwritory Scholl
Easting (xy 864 Northing (y): it 97 955
Elevewtion () = W,54 Easting (x): 23f�73*&M4
ElevevWon (a) MIJ2
Drainage
Drainage.
Time of
Runoff
2-Year Event
11)-Year Event
100-Year Event
Area
Area
Conoentrattan
Coeffiaent
12
Q;
110
Qu
I.ieo
QUO
Remarks
No.
(Acre! __
(al4nutes)
C
(in/hr)
(efs)
(in/hr)
(cfs)
(in/Flir)_
(sfs)".
A
0.02
10
0.80
4.71
0.08
6.51
0.10
9.24
Ci 15
Uncetfetained: ;sheet Flenro to i=fiA 114
B 1
0.75
10
0.80
4.71
2.83
6.51
3.91
9.24
%
Detention Pond
C
1.39
10
0.8O
4.71
5.24
1 6.51
7.24
024
1Ci 28
Qetentiorr Pond
D
0.72
10
0.80
4.71
2.71
6.51
3.75.
0'�24
5. 2
etentton Pond
E
0.43
10
0.80
4.71
1.62
6.51
2.24
9.24
3.1'S
D.etentiorr iednd
F
0.21
10
0.80
4.71
0.79
6.51
1.09
9.24
1.55
Detention Pond
G
0.23
10
0.80
4.71
0.87
6.51
1.20
9.24
1.70
Detention Pend
H
0.22
10
0.80
4.71
0,83
6.51
1,15
9.24
1.63
Detention Bond
1
0.18
10
0.80
4.71
0.68
1 6.51
0.94
9.24
1.33
Detention P64.0
J
0.06
10
0.50
4.71
0.14
6.51
0.20
9.24
0.28
C1�etent'ror I'ortd:, Landscape Inlets _
K
0.12
10
0.80
4.71
0.45
1 6.51
0:63
9.24
0.89
Detention Pond
L
1.26
10
0.80
4.71
4.75
6.51
1 6.67
9.24
9.32
IDetentign Pori
M
0.83
10
0.80
4.71
3.13
6.51
4.32
9,24
6.14
etat'ttiaaa Ftsitd
N
0.56
10
0.80
4.71
2.11
6.51
192 ..
9,2
4A4
pet617001 Pond
O
0.18
10
0.80
4.71
0,68
e.51
0.0.4 "
0.24
1 33
[ etentPond
P
1.14
10
0.80
4.71
4.30
6.51
6.94
_ 9.24
Aa
Dikention i d'
4
0.25
10
0.80
4.71
0.94
6.51
1.30.
• 9.24
1.85
Detention Pond
R
0.37
10
0.80
4-71
1.39
1 6.51
1.93
ON
2.74
Detention P060
S
0.31 "
10
0,80
4111
1.39
1 6.51
1.93
9.24
2.74
Detenti n Pon
T
0.0
10
00
4.11
1.96
6.51
2 7 f ._
014
3.i�
l7etonttdn P-p�rd. .
U
D.86
10 .
0: ..:
4.71
0.1,
3 44 "
9:24
4:n
0.:.
Y
4 71,
4.'
1
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:,;
r - .
i .gMt(et0eflth punnt develgprnent. Detention Pend Sized for Area
.
UU
0 ....
70 .
.• , 49
0
fi.51 _.
1...
24
(, _ ..
ilfdeiare Fllaaipfain _ Idevelaped)
X
0 f 7. _
10
4 8t}
4"11 ,.:.
2.53
ff a1
3
24
beten
Y1
0.27_ ...:
10
0 R
4.11
0.36
6.51
0 53
0.24
t1.
Undetatf ell 5hp t Fib t€r i=Gtia) 114 (Une aped Area)
Y2
0 „"
10ii
4.71
C1.42
6.51
a
-9.24
fJ"
3 .:
i3nt3e SF1s= FigYv t+� t=ti?f 114 (Urt developed Area)
Y3
0. 1 ...
1(}.
..
4:71.
0.44-6.61
0.01....
24'
5
n+ et k het Flow t I 1144 (Un �44ye.I 1pt�d Ares
Z1
0.07 "
10 .
0 .
4.71
0.26
6:51
0 ...
9
0 I
indepe Meet icl #p M.14
72
0.15
10 .
a . ;.:
4:.71
0,57
6, 1
9 7.
9; 4
1 1
petentr�n Pond .
Z3
0
10
II 3
4.71
0.83. . "
6.51
1.15
91.
1.fi3
Went* Pond.
Z4
0.07
10
0.80
4.71
0.26
6.51
ti 36 _ :
9.24
0 0-
DetentKr i F and
Z5
0.07 .1.
10
0 80
4.71
0.2b
6:.51
0 36 ."
9.24
0 52
Deterrtron tired
AA
0.12
10
0.50
4.71
0.28
6.51
0 39
9.24
0.65
L.andsc . in tls
BB
0.10
10
0.80
4.71
0.68
fi. 1
0.94
9.241
33
iJndetafried cheat 1 w to FM 114
cc
0.15
10
0.50
4.71
0.36
6:51
049 .
0-24
0.60
llnoetained �hoet F1 _ tb f•ilghiarid Drive
DID0.05
10
0.50
4.71
0.12
6.51
016
9.24
0.23
l n_d4ained Sheet Flow to Highland Drive
EE
14.53
15
0.30
3.90
17.00
5.53
24.10
7 98
34.77
FuWrebm"rnent Area
FF
0.65
15
0.30
3.90
0.76
5.53
1,08
7 9.8
1.50
Undetaiiled t=lcsodpiallr Area (4lntievElc�pedj
GG
0.24
15
0.30
3.90
0.28
5.53
0.40
7.90
0.61
Uncletaiii F ;d_; ain'Aree (Undeveloped)
HH
0.16
10
0.80
4.71
0.00
6.51
0 83
9.24
1.18
Me4-41 Yard Drains
OS-1
4.54
15
0.30
3.90
6.31
5.53
7.53
7'.98
10.86
Off -Site Area to Futurs AMa EE
OS-2
0.60
10
0.00
411
2.93
6.61
4.IX
9.24
5.74
E. Highland 00v+e - Culver# "A"
OS-3
0.06
10
0.90
4.71
2.76
6.51
3.81
9.24
5.41
E. Higtitand [give Culvert W
OS-4
0.9ft
10
0.80
4.71
3.39
0.51
4 69
9.2. 4
6. 66
Nursery to TxDOT Inlet $1-49+336R
7X1
0.28
10
0.90
4.71
1.19
6.51
1
-9,24
2 3
TxOO Frtant a I o►ed retn e
TX2
0.21
10
0.90
4.71
0.89
6.51
123 _ _
9 24
06
Tom Fron f t3rarlaage
TX3
0.29
10
0.90
4.71
1.23
6.51
1 70
9 24
2.41
Tx DOT Frontage Read Drainage
TX4
0.36
10
0.90
4.71
1.53
6.51
2 'i1
0.24
300
Tx DOT Road Drainage
TX5
0.94
10
0.90
4.71
3.99
6.61
5.51
9.24
7 82
TxOQT ROW.s Road Lltarnage
6. Note: Site has approximately 5% opera space. P Table 2.1.4-2 Runoff Coefficients, 10% open space has a nincrff roellfeient of'83 and 20% open si Poe has a runoff coefficient of 76%, interpolating between
those at 15% results in a runoff Coefficient of 80
StG• lit 9&00
Ex. T300T Inre#
iI si-48t298R
Sto. 6+0&00
Jas. Ex. TxDdT Inlet
•� ; x m 51-49+319R
Stu. 5+33.
TxDO InInlet TX5
x
. n S1-49+336R
\ i
d pro irrlc'#e•f
Y r tied loin tp
% P nal 4 CoQ£�Si4
l d epte ber 5. 2G�if3
} t f}. 3x Stu. U
ti- l � i 1 I i� l 1 f \ � t 12" Pipeipe Connection
A;,
IM
, , _. .e �:r•i$,�y�"�a,°'.A Direction r •
„M1 PRIME
i
a1 �
(@ least 72 hours prior to digging)
FA
Gas
fil
0.63' \
s-
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IN24°5 �'�� O I/ \
h3�'
/I /Q\`\
O4467
WELL
wry/ I
/ o \ 1 \ I 111 I I I I I 111\\ \
I 0) Q,
/W,
DESIGN POINT #1
\ QEXISTING — 34.77 cfs \ \ I / J I V,
\ QPROPOSED 35.30 cfs / / \ \ \ I ((
\ I a
N24I 54'�0'E / / / Ap
N88' T32" 411 �87-
1\0
N65°06'00" /
4j /
6NJ 65-06'00°w / O
2o�O� <v �
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1 I I I I I I I \ \\ \ \ \ \s 3' C6
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x x x
2$ 5
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I I
EE-2 H777.
1
II I I I \ 0.09 ac
I I I
0.7 cfs I I632 x %
I I I I I I 00 r 14.44 ac
I I I I I I CD I I 34.6 cfs
x x —
I I �, �- � I I
I ( \ P-
QD
1 /
\ \ \ S56
I I I 1 1 I I I �00
I \ I ( O
I
I I I I 1 I I I N24°54'00" E ,
J7 I 241.45'411
630 \
C11
N1°15'06"E
- \ _ HIGHLAND=STR ET-� O \
INST. NO. E 183043 11 \
,3 — ®GM — — — PP SFH Off— — — —OHE — — — — — — o
— — — — C _i _ / MB O.P.R.T.C.T.OHE
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DRAINAGE AREA TABLE
DRAINAGE
AREA
RUNOFF
RAINFALL
TOTAL FLOW
AREA
(ac)
COEFFICIENT
INTENSITY
"1"
Q100 (cfs)
COLLECTION POINT
NO.
"C',
100 (in/hr)
EE-1
14.44
0.300
7.98
34.57
EXISTING GRASS SWALE
EE-2
0.09
0.900
9.64
0.74
EXISTING GRASS SWALE
/
>4
0
>y \
00 \
\
FL�
i�Ll—
\
ems\
(I�S
---- _- - - - - -
—_-
-- -----
I \
_ce OHE — — ottE — -- -
SiGN
GRAPHIC SCALE IN FEET
0 30 60 120
DRAINAGE KEY
5 DRAINAGE AREA DESIGNATION
1.56 ac AREA (ACRES)
2.26 cf —RUNOFF Q (CFS)
PROPOSED DRAINAGE AREA
BOUNDARY
Q=CIA
Q = (100 YEAR PEAK DISCHARGE IN CFS)
C = (RATIONAL METHOD RUNOFF COEFFICIENT)
I = (RAINFALL INTENSITY, INCH/HOUR)
A = (DRAINAGE AREA IN ACRES)
Know what's below.
q ° Call before you dig.
O
J CAUTION!! L
EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.
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FOR REVIEW ONLY
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KimleyoHorn
Engineer JAMIE PLOETZNER, P.E.
P.E. No.110199 Date 02/03/2025
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Kimleyl Horn
Engineer JAMIE PLOETZNER, P.E.
P.E.No. 110199 Date 02/03/2025
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iSWM" TECHNICAL MANUAL. CONSTRUCTION CONTROL
iSWM'" TECHNICAL
iSWM"' TECHNICAL MANUALI
CONSTRUCTION CONTROLSI
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SILT FENCE
(MIN. HEIGHT
24" ABOVE
EXIST. GROUND)
COMPACTED EARTH
BACKFILL
STEEL FENCE POST
MAX. U SPACING,
MIN. EMBEDMENT=1'
WIRE MESH
BACKING SUPPORT
4x4-W1.4xW1.4 MINIMUM
ALLOWABLE, TYP. CHAIN
LINK FENCE FABRIC IS
ACCEPTABLE
TRENCH =
FABRIC TOE -IN
ISOMETRIC PLAN VIEW,
N.T.S.I
N.T.S.
6" MIN.
6" MIN. TOP OF
STONE, EACH
SIDE OF SILT
FENCE
FIGURE 3.28 STANDARD CONSTRUCTION DETAIL - FOR SILT FENCE (1 OF 2)
iSWM"" TECHNICAL MANUALI
LENGTH AS SHOWN ON PLANS
GRADE TO PREVENT RUNOFF FILTER FABRIC
FROM LEAVING SITE
6" MIN. 4
PAVED SURFACE
EXISTING GRADE PROFILE VIEWI
N.T.S.
RADIUS
= 5' MIN.
LENGTH (MIN. 50')
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GRADE TO DRAIN AWAY FROM R\
STABILIZATION AND STREET PAVED SURFACE
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WIDTH (W)
20' MIN. FOR < 5 AC SITES TRANSITION TO
30' MIN. FOR > 5 AC SITES PAVED SURFACE I I
DRAINAGE MUST FLOW
R.O.W.
AWAY FROM ENTRANCE
PLAN VIEW
N.T.S.
ENTRACE MUST BE SLOPED SO THAT
STORM WATER IS NOT ALLOWED TO
LEAVE THE SITE AND ENTER ROADWAYS
CONSTRUCTION CONTROL
G FIGURE 3.29 STANDARD CONSTRUCTION DETAIL - STABILIZED CONSTRUCTION EXIT (1 OF 2)
0
1
SILT FENCE GENERAL NOTES:
1. DESIGN SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE
OVERFLOW STRUCTURES SHALL BE INSTALLED. OVERFLOW I _
STRUCTURES ARE REQUIRED AT ALL LOW POINTS AND AT A SPACING OF
APPROXIMATELY 300 FEET WHERE NO LOW POINT IS APPARENT.
2. DESIGNER SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE
SILT FENCE IS TO BE TURNED UPSLOPE AT THE ENDS. UPSLOPE
LENGTHS SHALL BE A MINIMUM OF 10 FEET.
3. POST WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A I
SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST
BE EMBEDDED A MINIMUM OF ONE FOOT.
4. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE
OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE
TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW.
5. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES I
WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND
AND BACKFILLED WITH COMPACTED MATERIAL.I
6. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT
POST OR TO WIRE BACKING, WHICH IN TURN IS ATTACHED TO THE FENCE
POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED
WHERE ENDS OF FABRIC MEET)
7. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP. REPAIR OR
REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
8. SILT FENCE SHALL BE REMOVED WHEN FINAL STABILIZATION IS
ACHIEVED OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS
EMPLOYED.
9. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH
OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF
AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE
TO ADDITIONAL SILTATION.
10. SEE NCTCOG STANDARD SPECIFICATIONS (2017). SECTION 202.51
FIGURE 3.28 NOTES FOR SILT FENCE (2 OF 2)�
ISWM- TECHNICAL MANUALI
STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES:I
3. STONE SHALL BE 3 TO 5 INCH DIAMETER COURSE AGGREGATE N(
CEMENT CONCRETE ALLOWED.
4. LENGTH SHALL BE SHOWN ON PLANS WITH A MINIMUM
LENGTH OF 50 FEET.
5 THE WIDTH SHALL BE NO LESS THAN 20' FOR SITES LESS THAN 5 A
GREATER THAN 5 AC, AT ALL POINTS OF INGRESS OR EGRESS.F_
6. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY
FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM
DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.
7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED
SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT
SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED
SURFACES MUST BE REMOVED IMMEDIATELY.
8. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE
A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE
CONSTRUCTION SITE.
9. INSPECTION SHALL BE SPECIFIED IN THE SWPPP.I
EXTEND 2'-0" MINIMUM BEYOND
INLET OPENING AT EACH END. 3" OVERLAP AT
FABRIC SPLICES
VARIES
18" MIN.
OVERLAF
2"X4"-W 1.4XW 1.4 —
WIRE FABRIC
STRUCTURE.
UT AWAY OF
ILTER FABRIC
FLOW
NOT ALLOWED ON
ACTIVE CITY
STREETS UNLESSI
APPROVED BY CITY
HOG WIRE WEIR CURB INLET PROTECTION ISOMETRIC VIEW
N.T.S.
ROCK BAGS @3' O.C.
MINIMUM 2" HIGH
CLEAR OPENING
ROCK BAGS @3' O.C.
(SEE TABLE EC1)
ROCK BAGS 11
FILLED WITH 1 1/2"
FILTER STONE
HOG WIRE WEIR CURB INLET PROTECTION CROSS SECTION
N.T.S.
NOTE: THIS CONTROL WILL DECREASE THE CAPACITY OF THE INLET. IT SHALL ONLY BE USED L
WHEN AN ENGINEER HAS DETERMINED THERE IS ADEQUATE STORAGE OR POSITIVE OVERFLOW.
REFERENCE: NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.14l
CONSTRUCTION CONTROLSI
FIGURE 3.29 NOTES FOR STABILIZED CONSTRUCTION EXIT (2 OF 2)I
FIGURE 3.7 STANDARD CONSTRUCTION DETAIL -
HOG WIRE WEIR CURB INLET PROTECTION (1 OF
1 1/2" FILT
STONE
d C SIDEWALK A 4 A
A v a a.a 4 a v' v
18" 12"
STORM SEWER INLET
18" T
12" MIN.
FLOW —
18"
ROCK BAGS SHALL BE EVENLY SPACED
ALONG TOP AND ALONG THE FRONT OF
INLET.
HOG WIRE WEIR CURB INLET PROTECTION PLAN VIEW
N.T.S.
TABLE EC1
INLET
OPENING
MINIMUM NUMBER
OF ROCK BAGS
TOP
FRONT
5'
2
3
10'
1 3
3
15'
3
4
20
44
4
CURB
NOTES:
1.A SECTION OF FILTER FABRIC SHALL BE REMOVED AS SHOWN ON THIS DETAIL TO PROVIDE A 2" MINIMUM CLEAR OPENING.
FABRIC MUST BE SECURED TO WIRE BACKING WITH CLIPS OR HOG RINGS AT THIS LOCATION.
2. INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES 2".
3. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED.
FIGURE 3.7 STANDARD CONSTRUCTION DETAIL -
HOG WIRE WEIR CURB INLET PROTECTION (2 OF 2)I
S O STONE OVERFLOW
N.T.S.
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FOR REVIEW ONLY
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Kimley*Horn
Engineer JAMIE PLOETZNER, P.E.
P.E. No. 110199 Date 02/03/2025
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SHEET NUMBER
C-402
LANDSCAPE GENERAL NOTES:
PLANT SCHEDULES:
MATERIAL SCHEDULES:
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1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND
UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT
MATERIAL.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION
FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS.
3. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AND MUST BE
REPLACED WITH PLANT MATERIAL OF SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED.
4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO
PLANTING IN ALL AREAS.
5. FINAL FINISH GRADING SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR
TO PLANTING.
6. ALL PLANT QUANTITIES LISTED ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED IN THE PLANT SCHEDULE AND VERIFY ALL
QUANTITIES.
7. LANDSCAPE CONTRACTOR TO PROVIDE STEEL EDGING BETWEEN ALL PLANTING BEDS AND LAWN AREAS.
8. ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS AND SIZES GIVEN IN THE PLANT LIST AND
SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK. LATEST
EDITION AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ANY PLANT SUBSTITUTION SHALL BE
APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE.
9. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATION WITH OTHER CONTRACTORS ON SITE AS
REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS.
10. ALL NEW PLANTING AREAS TO BE AMENDED PER SPECIFICATIONS.
11. ANY PLANT MATERIAL THAT DOES NOT SURVIVE SHALL BE REPLACED WITH AN EQUIVALENT SIZE AND SPECIES
WITHIN THIRTY (30) DAYS.
12. PLANT MATERIAL SHALL BE PRUNED AS NECESSARY TO CONTROL SIZE BUT NOT TO DISRUPT THE NATURAL
GROWTH PATTERN OR CHARACTERISTIC FORM OF THE PLANT EXCEPT AS NECESSARY TO ACHIEVE HEIGHT
CLEARANCE FOR VISIBILITY AND PEDESTRIAN PASSAGE OR TO ACHIEVE A CONTINUOUS OPAQUE HEDGE IF
REQUIRED.
13. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, WEEDS, DEBRIS, AND DEAD PLANT MATERIAL.
14. ALL LIME STABILIZED SOIL & INORGANIC SELECT FILL FOR BUILDING SHOULD BE REMOVED FROM PLANTING
AREAS TO A DEPTH OF 24" & REPLACED WITH ORGANIC IMPORTED TOPSOIL FILL.
15. CONTRACTOR TO PROVIDE 12 MONTH WARRANTY AND MAINTENANCE FOR ALL PLANT MATERIAL FROM DATE
OF SUBSTANTIAL COMPLETION
16. ALL TREES OVERHANGING PEDESTRIAN PATHWAYS TO BE PRUNED TO BE 7' CLEAR. ALL TREES OVERHANGING
FIRE LINE / VEHICULAR STREET TO BE PRUNED TO BE 14' CLEAR.
17. ALL AREAS OUTSIDE LIMIT OF WORK DISTURBED BY CONSTRUCTION ACTIVITY TO BE FINE GRADED AND
PLANTED WITH BERMUDA HYDROMULCH WITH TEMPORARY IRRIGATION UNTIL ESTABLISHED.
18. ALL LANDSCAPE AREAS, WHETHER REQUIRED OR NOT, MUST BE EQUIPPED WITH A FULLY AUTOMATIC
ELECTRONIC LANDSCAPE IRRIGATION SYSTEM DESIGNED AND INSTALLED IN COMPLIANCE WITH CURRENT
TEXAS COMMISSION ON ENVIRONMENTAL QUALITY AND CITY OF CARROLLTON LANDSCAPE IRRIGATION
REGULATIONS.
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D213057720
FOREST PARK MEDICAL CENTER
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INST. NO. D212064089
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INST. NO. D2120 8867
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SIZE:
INSTALL:
APPROVAL:
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PLANTING: POWDERCOAT BLACK
LENGTHS PER PLAN, ALL SEAMS TO BE FLUSH AND LEVEL
REF. DETAILS
CUT SHEET
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26' FIRE LANE, ACCESS,
DRAINAGE & UTILITY EASEMENT
INST. NO. D212064089
O.P.R.T.C.T.
SITE FENCE/GATE (MATCH EXISTING DETENTION POND FENCING)
M-2
TYPE: WELDED STEEL, PRE -ASSEMBLED
MODEL: MONTAGE MAJESTIC FLUSH BOTTOM RAIL
COLOR: POWDERCOAT BLACK
SIZE: 4'-0" HEIGHT, LENGTHS PER PLAN
INSTALL: REF. MANUFACTURER SPECS.
SUPPLIER: AMERISTAR PERIMETER FENCE
CONTACT: (888.333.3422)
APPROVAL: CUT SHEET
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GRAPHIC SCALE IN FEET
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WATER EASEMENT
INST. NO. D212064089 /
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EXISTING HOSPITAL
BUILDING ENTRANCE
GRAPHIC SCALE IN FEET
0 20 40 80
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EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES ON THE PLANS.
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FOR REVIEW ONLY
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Kimley»)Horn
P.L.A. Anne M. Harman
L.A. No. 3146 Date 02-03-2025
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SHEET NUMBER
L-101
NOTE:
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
2. ALL STEEL MEMBERS TO BE POWDERCOATED, REF MATERIAL LEGEND.
3. STRUCTURAL ENGINEER TO REVIEW FOR SHOP DRAWINGS FOR STRUCTURAL DESIGN
AND VERIFY STEEL SIZE AND WIDTH.
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NOTES:
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
2. ALL STEEL MEMBERS TO BE POWDERCOATED, REF MATERIAL LEGEND.
3. STRUCTURAL ENGINEER TO REVIEW FOR SHOP DRAWINGS FOR STRUCTURAL DESIGN AND VERIFY
STEEL SIZE AND WIDTH.
4. GATE OPERATION FORCE NOT TO EXCEED 8.5 LBS.
LATCH PER OWNER
SELF -CLOSING GATE HINGE
GATE
PAVING, PER PLANS
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STEEL RAIL .9375" x 1-1/4"
x14GA
STEEL PICKET .625" SQ x 18GA
STEEL POST 2" SQ x 16GA
BRACKET OPTIONS
;BETE FOOTING, SIZE, DEPTH
REINFORCING BY
ICTURAL ENGINEER.
Site Fence
Scale: 1 " = 1' - 0"
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- GATE WIDTH
MIN.
HAVE 18"W X 60"D NET
ICE, BOTH SIDES OF GATE,
ESSIBLE ROUTE
AN
STEEL RAIL .9375" x 1-1/4"
x14GA
STEEL PICKET .625" SQ x 18GA
STEEL POST 2" SQ x 16GA (VERIFY SIZE PER
MANUFACTURER)
STEEL FRAME 1-1/4" SQ x 16GA
1/4" X 10" STEEL PLATE, TO BE
INSTALLED FLUSH WITH GATE FRAME
(PUSH SIDE OF GATE)
PERFORATED PANEL\PWELD TO INTERIOR SIDE
EMBED POST IN FOOTING,
REF STRUCTURAL
FE FOOTING, SIZE, DEPTH AND
'ING BY STRUCTURAL ENGINEER.
fED SUBGRADE, REF.
ULV I LVI I REPORT
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NOTES:
1. EDGING AND STAKES TO BE POWDERCOATED BLACK.
2. EDGING SIZE PER PLAN(S).
3. EDGING FABRICATED IN 10' 0" OR 16' 0" SECTIONS WITH ANCHOR STAKE
LOOPS STAMPED IN FACE OF SECTION 32" ON CENTER.
4. USE 15" TAPERED STEEL ANCHORING STAKES (3/16" THICK) PROVIDED BY
MANUFACTURER.
TURF
ORIGINAL SLOPE SHOULD
PASS THROUGH THE POINT
WHERE THE MAIN STEM(S)
MEET(S) SUBSTRATE/SOIL.
FINISH GRADE
LOOSEN/SCARIFY SIDES OF
SLOPE/PLANTING HOLE
SET ROOTBALL ON
UNDISTURBED STABLE
SUBSOIL
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STEEL EDGING, REF.
MATERIALS LEGEND
MULCH REF.
PLANTING DETAILS
PLANTING SOIL
REF. PLANTING DETAILS
STAKES PER
MANUFACTURER
SHRUB
LEAVE 6" OF TOP OF ROOTBALL EXPOSED
AROUND BASE OF STEMS.
ROOTBALL CENTERED IN PIT
4" HIGH x 8" WIDE ROUND -TOPPED SOIL BERM (ABOVE
ROOT BALL SURFACE) SHALL BE CENTERED ON THE
DOWNHILL SIDE OF THE ROOT BALL IN A 180' ARC. BERM
SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY
COMPACTED.
3" MULCH LAYER (REF. PLANTING SPECIFICATIONS), NO
MORE THAN 1" OF MULCH ON TOP OF ROOTBALL.
FINISHED GRADE. REFERENCE
GRADING PLAN
/ EXISTING SLOPE
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III III UNDISTURBED SUBSOIL
LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE
2X THE COMPACTION TO THE AREA AND DEPTH SHOWN.
ROOTBALL WIDTH___' '\_
LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS
TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN
PLANTING HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND ROOTBALL TO SETTLE THE SOIL.
Shrub Planting On 5-50% (20:1 TO 2:1) Slope
SIDEWALK ZONE
REF. PLANS
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Scale: NTS
MIN. 1/2 MATURE
SHRUB WIDTH
SHRUB PLANTING,
REF. DETAIL B THIS
SHEET
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BACK OF CURB
Shrub Planting at Sidewalk
Scale: NTS
BEST FACE OF SHRUB TO FACE
IG BED
D BE TRIANGULARLY SPACED UNLESS
FFERENTLY ON PLANTING PLANS.
SHRUB
LEAVE ROOTBALL EXPOSED AROUND BASE OF
STEMS.
PLANT ROOTBALL TO BE INSTALLED CENTERED
AND PLUMB/LEVEL IN PLANTING PIT
4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED
AROUND THE ROOT BALL. BERM SHALL BEGIN AT
ROOT BALL PERIPHERY, FIRMLY COMPACTED.
3" MULCH LAYER (REF. PLANTING SPECIFICATIONS)
FINISHED GRADE.
UNDISTURBED NATIVE SOIL
LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE
COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY
TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE
SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE
HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL
TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED
TO MEET REQUIRED FINISH GRADE.
SCARIFY BOTTOM AND SIDES OF PLANTING PIT
SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL
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P.L.A. Anne M. Harman
L.A. No. 3146 Date 02-03-2025
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Site Gate
Scale: 1" = 1'-0"
Steel Edge Typical Shrub Planting SHEET NUMBER
Scale: 1" = 1'-0" Scale: NTS L-102
SPECIFICATIONS:
329310 - PLANTS
329310 - PLANTS (CONT.)
329200 - TURF AND GRASSES
328400 - PLANTING IRRIGATION
329510 - LANDSCAPE MAINTENANCE
329119 - TOP SOIL
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Furnish all labor, material, equipment, related services and supervision necessary for or incidental
to the installation of plants as shown or indicated on the Drawings and/or as specified.
B. Work Included:
1. Mulching.
2. Bed Preparation.
1.2 REFERENCE STANDARDS
A. American Standard for Nursery Stock, Edition approved May 2, 1986 by American National
Standards Institute, Inc. - plant material.
1.3 SUBMITTALS
A. Delivery Receipts and Invoices: Submit original delivery receipts and invoices for materials used.
B. Product Data: Submit manufacturer's product data sheets for proprietary products
C. Samples:
1. Submit for approval sufficient representative quantities of sandy loam, composted organic
material, steel edging, mulch, peat moss and crushed rock. Samples shall be approved by
the Landscape Architect before use on project.
D. Soil Fertility Test Reports:
1. Submit analysis, test results and corrective recommendations to Landscape Architect.
2. Two tests required of existing soil taken at different locations on the project site as directed
by the Landscape Architect.
3. One test required of the specified composted organic material mixed in equal parts with the
existing topsoil.
1.4 DELIVERY, STORAGE AND HANDLING
A. Deliver packaged materials in containers showing weight, analysis and name of manufacturer.
B. Protect materials from deterioration during delivery and while stored at the site.
1.5 PROJECT CONDITIONS
A. Site Inspection:
1. It is the bidding contractors' responsibility to review all site conditions, as they relate to the
proposed project, prior to submission of a bid. Any issues or concerns will be submitted to
the Landscape Architect prior to bidding. Submission of a bid will indicate that the bidding
contractor has made a site inspection.
B. Utilities:
1. Determine locations of underground utilities and perform work in a manner which will avoid
9
possible damage. Do not permit heavy equipment such as trucks to damage utilities. Hand
excavate, as required to minimize possibility of damage to underground utilities. Maintain
grade stakes until removal is directed.
2. Coordinate with irrigation work to prevent damage to temporary risers of underground
sprinkling system and obstruction of work located in landscape areas.
C. Protections:
1. Do not move equipment over existing or newly placed structures without the Landscape
Architects approval.
2. Provide board roading as required to protect paving and soft soil.
3. Protect other improvements from damage, with protection boards, ramps and protective
sheeting as required.
4. Locate and stake irrigation heads, valve risers and equipment prior to beginning soil
preparation aration work.
5. During work and maintenance period, maintain topsoil and prepared soil in place at
established grades. Replace topsoil, prepared soil and mulch due to erosion.
D. Delivery and Storage:
1. Store materials in area covered with protective sheeting.
2. If balled plants cannot be planted within 24 hours after delivery to site, protect root balls by
heeling in with sawdust or other approved material.
1.6 SUBSTANTIAL COMPLETION & PROJECT CLOSEOUT
A. A Certificate of Substantial Completion will be issued when the Work performed under the Contract
has been reviewed and found, to the Landscape Architect's best knowledge, information and belief,
to be substantially complete. Substantial Completion is the stage in the progress of the Work when
the Work or designated portion thereof is sufficiently complete in accordance with the Contract
Documents so the Owner can occupy or utilize the Work for its intended use. The date of
Substantial Completion of the Project or portion thereof is also the date of commencement of
applicable guarantees as specified.
B. A list of items to be completed or corrected will be attached to the Certificate of Substantial
Completion. The failure to include any items on such list does not alter the responsibility of the
Contractor to complete all Work in accordance with the Contract Documents.
C. The Contractor will complete or correct the Work on the list of items within a specific number of
days as shown on the Certificate of Substantial Completion.
D. Upon completion and re -inspection of all corrected items listed, the Landscape Architect will
recommend to the Owner that the work of this Section is ready for final acceptance.
1.7 QUALITY ASSURANCE
A. General: Comply with applicable Federal, state, county and local regulations governing landscape
materials and work.
B. Installer Qualifications: The bidding company will specialize in landscape installation with 5 years
documented experience. The contractor will staff the project with a competent superintendent and
the necessary assistants as approved by the Landscape Architect. The superintendent will not be
changed except with the consent of the Landscape Architect and Owner. The superintendent must
have a minimum 5 years' experience with similar projects.
C. Personnel: Employ only experience personnel who are familiar with the required work. Provide
adequate supervision by a qualified foreman.
1.8 GUARANTEE
A. Guarantee plants for one year after date of Final Acceptance. Replace dead materials and materials
not in vigorous, thriving condition as soon as weather permits and on notification by the Landscape
Architect. Replace plants which have partially died thereby damaging shape, size or symmetry.
B. Replace plants with same kind and sizes as originally planted, at no cost to the Owner. At direction
of the Landscape Architect, plants may be replaced at start of next year's planting or digging
season. In such cases, remove dead plants immediately. Protect irrigation system and other
piping, conduit or other work during replacement. Repair damage immediately.
1.9 PROGRESS MEETINGS
A. Contractor shall attend all progress meetings as requested by the Landscape Architect/Owner
during installation.
1.10 QUANTITY VERIFICATION
A. The bidding contractor is responsible for the inclusion of all materials, labor, and equipment as
outlined in the plans and specification. The plant list is provided to the bidding contractor as a
convenience and the quantities are approximate.
B. VERIFICATION OF ALL QUANTITIES IS THE SOLE RESPONSIBILITY OF THE BIDDING
CONTRACTOR. Any discrepancies must be reported to the Landscape Architect prior to submittal
of bid.
C. The Contractor is required to install the specified type and quantity of composted organic material
purchased from the specified supplier. Soil Building Systems will e-mail the Landscape Architect,
as orders are being placed, for verification that the specified material, quantity and supplier are
being used.
PART 2 - PRODUCTS
2.1 PLANTS
A. General: Plants shall be well -formed No. 1 grade or better nursery stock in accordance with
requirements of reference standards, subject to the Landscape Architect's approval. Listed plant
heights are from tops of plant balls to the nominal tops of plants.
2.2 SOIL PREPARATION MATERIALS
A. Sandy Loam: Fertile, dark sandy loam free of rubble, stones, lumps, plant roots and reasonably
free of weeds. Loam containing nut grass or Dallisgrass shall be rejected.
B. Commercial Fertilizer: Complete fertilizer, uniform in composition, dry and free flowing. Deliver to
site in original unopened containers, each bearing manufacturer's guaranteed statement of analysis.
Lesco 14-14-14 landscape and ornamental fertilizer with micronutrients.
C. Composted Organic Material: Soil Building Systems -or- The Organic Recycler' Ph Balanced'
Compost with a ph of 5.5 to 6.5 and shall be free of treated or used lumber, pine bark or mushroom
compost waste. 97% Of the material shall pass through a .5 inch screen and 100% shall pass
through a .75 inch screen.
2.3 MISCELLANEOUS MATERIALS
A. Filter Fabric: Mirafi 14ON by Celanese Fibers Marketing Co. or equal.
B. Fertilizer Tablets: BioPlex Planting Tablets, 15 gram, 12-8-8. BioPlex @ 1-800-441-3573
C. Technical Concentrate and Plant Enhancer: BioPlex @ 1-800-441-3573 Pre -Emergent Herbicide:
Barracade or Pre-M.
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PART 3 - EXECUTION
3.1 EXAMINATION AND PREPARATION
A. Examine sub -grade and other related construction for defects that adversely affect Work.
B. Do not proceed until unsatisfactory conditions have been corrected.
C. Additional soil amendments may be required per soil test results.
3.2 BED PREPARATION
A. When grassy or broadleaf weeds are present, spray with Roundup, a non -selective systemic
herbicide, for 100% control. When Nut Sedge is present, spray with Manage, a selective post
emergent herbicide, for 100% control. Application of post emergent herbicides is to be performed
by a licensed applicator.
B. Layout and stake beds for the Landscape Architects approval prior to installation of steel edging
and planting.
C. Excavate existing soil from beds as needed to allow for installation of the specified organic
compost and mulch. Excavated materials will be removed from the site as required by the
Landscape Architect and Owner.
D. IMPORTANT: Provide 4 inches of composted organic material in shrub and groundcover beds.
E. Till to a depth of 8 inches.
F. Add commercial fertilizer at 7 pounds per 1,000 square feet of bed area and apply prior to
application of mulch.
G. The fertilizer type and rate specified herein is applicable unless countermanded by the soil fertility
test corrective recommendations, in which case they will be applicable.
H. Grade beds to allow for free flow of surface water to the bed edge and away from buildings. Beds
will be mounded 2 inches to 3 inches and tapered at the edges to meet existing grade.
3.3 SUMMER DIGGING & TRANSPLANTING
B. To minimize transplant shock, plant decline, defoliation or loss to all balled and burlaped plants.
1. Apply Technical Concentrate and Plant Enhancer to plants 24 to 96 hours prior to digging or
transplanting.
2. Apply with both a foliar and root drench at identical dilutions of 1.0 fI. oz. (low stress
conditions) to 3.0 fl. oz. (high stress conditions) per inch of trunk diameter or each 24 inches
of plant height. Mix into 5 to 10 gallons of water for each 1 inch of trunk diameter and 24
inches of plant height.
3. Re -apply in 15 to 30 days or sooner if extreme environmental stress requires Re -apply at
either a rate of 1 to 3 fl. oz. per inch of trunk diameter or 5 to 7 fl. oz. per 5 to 10 gallons of
water.
3.4 MULCHING
A. After planting has been completed and approved by Landscape Architect, cover all bare soil around
plants. The depth shall vary depending on the plants being mulched. Large plants will receive a 3
inch depth and plants in 4 inch pots and smaller will receive a 1 inch depth. At no time will mulch
come in contact with the stems of plants. Delay mulching in shrub beds until after application of
pre -emergent herbicide and near substantial completion of the project.
3.5 CLEANUP
A. During work, keep premises neat and orderly including organization of storage areas. Trash,
including debris resulting from removing weeds or rocks from planting areas, preparing beds, or
planting plants, shall be removed from site daily as work progresses.
B. Keep sidewalks, streets and courtyard areas clean by sweeping or hosing.
3.6 MAINTENANCE
A. Water will be provided by the Owner. Provide necessary hoses and other watering equipment
required to complete work.
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B. Until Final Acceptance, maintain plantings by watering, cultivating, weeding, spraying, cleaning and
replacing as necessary to keep the landscape in a vigorous, healthy condition and rake bed areas
as required.
C. Follow landscape maintenance procedures outlined in Specifications Section 329510 - Planting
Maintenance.
3.7 PLANT SCHEDULE
A. Refer to schedule on drawings.
END OF SECTION
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Soil Preparation.
2. Sod.
3. Temporary Irrigation.
1.2 DEFINITIONS
A. Finish Grade: Elevation of finished surface of planting soil.
B. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become
topsoil; mixed with soil amendments.
C. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of
a fill or backfill immediately beneath planting soil.
D. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic
matter and soil organisms.
1.3 SUBMITTALS
A. Any deviation from this specification and drawings must be approved in writing by the Owner via
submittal.
1.Certification of sod source.
2.Soil Test Results.
1.4 QUALITY ASSURANCE
A. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on
Project site when planting is in progress.
B. Topsoil Analysis: Contractor shall furnish soil analysis from (2) locations of stockpiled existing
topsoil to be re -used on site. If imported topsoil is proposed, a soil analysis shall be provided from
the source material as well. Test shall be performed by a qualified soil -testing laboratory, such as
the University of Arkansas Extension service.
1. Test Type: Report suitability of topsoil for Turf Grass. State recommended quantities on
nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce
satisfactory topsoil.
1.5 MAINTENANCE SERVICE
A. Initial Lawn Maintenance Service: Provide full maintenance by skilled employees of landscape
Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is planted
and continue until acceptable lawn is established, but for not less than the following periods:
1. Sodded Lawns: 30 days from date of Substantial Completion.
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PART 2 - PRODUCTS
2.1 D SO
A. Sod per the planting schedule.
2.2 TOPSOIL
A.Topsoil: On site soil, stripped prior to mass grading, or imported meeting criteria herein.
1. Clean surface soil of roots, plants, sod, stones, clay lumps, and other extraneous materials
harmful to plant growth. If stripped topsoil is insufficient in quantity or quality, the contractor
shall import, at no additional expense, sufficient soils to bring the site grades to the required
elevations.
2.3 COMPOST
A. Compost: well -composted, stable, and weed -free organic matter, ph range of 5.5 to 8; moisture
content 35 to 55 percent by weight; 100 percent passing throughi-inch sieve; soluble salt content
of 5 to 10 decisiemens/m. McCallister's Landscape Supply Compost or approved equal.
PART 3 - EXECUTION
3.1 LAWN PREPARATION
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A. Newly Graded Topsoil: Finish grade by removing stones larger than 1 inch in any dimension and
sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's
property.
B. Sod Areas: Apply fertilizer in recommended rates from soil test, then till into 3" existing soil to
prepare turf areas.
C. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine
texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll and rake, remove ridges,
and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the
immediate future.
D. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to
dry before planting. Do not create muddy soil.
E. Before planting, restore areas if eroded or otherwise disturbed after finish grading.
3.2 SOD INSTALLATION
A. Sod: Roll sod over the areas identified on the plans with staggered joints. Use a manual roller
drum following first watering. Use fine sand to fill joints and re -roll after the first week of watering.
Any settling in areas of trenches, or other areas will not be accepted until a smooth, evenly draining
slope is obtained.
3.3 LAWN MAINTENANCE
A. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting, and
other operations. Roll, re -grade, and replant bare or eroded areas and re -mulch to produce a
uniformly smooth lawn. Provide materials and installation the same as those used in the original
installation.
B. Mow sod for maintenance. Mow lawn one time as soon as top growth is tall enough to cut.
3.4 SATISFACTORY TURF
A. SatisfactorySod: Full rooted even) colored sod without visible sod joints that has been mowed
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at least twice.
B. Use specified materials to reestablish lawns that do not comply with requirements and continue
maintenance until lawns are satisfactory.
END OF SECTION
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes piping, valves, sprinklers, specialties, controls, and wiring for automatic
control irrigation system.
1.2 DEFINITIONS
A. Lateral Piping: Downstream from control valves to sprinklers, specialties, and drain valves. Piping
is under pressure during flow.
B. Irrigation Main Piping: Downstream from point of connection to water distribution piping to, and
including, control valves. Piping is under water -distribution -system pressure.
1.3 SUBMITTALS
A. Product Data: Include pressure ratings, rated capacities, and settings of selected models for the
following:
1. System valves.
2. Specialty valves.
3. Control -valve boxes.
4. Sprinklers.
5. Irrigation specialties.
B. Operation and maintenance data.
1.4 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for
intended use.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. As indicated on the drawings.
2.2 PIPES, TUBES, AND FITTINGS
A. PVC Pipe: ASTM D 1785, PVC 1120 compound, Class 200.
1. PVC Socket Fittings, Schedule 40: ASTM D 2466.
2.3 GENERAL -DUTY VALVES
A. PVC Ball Valves: MSS SP-122 nonunion type, P with full -port ball, socket or threaded detachable
end connectors, and pressure rating not less than 150 psig.
2.4 SPECIALTY VALVES
A. Plastic Automatic Control Valves: Molded -plastic body, normally closed, diaphragm type with
manual flow adjustment, and operated by 24-V ac solenoid.
1. Manufacturer as indicated on the drawings.
B. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3/4 inch minimum to 1 inch
maximum.
2.5 SPRINKLERS
A. Description: Plastic housing and corrosion resistant interior arts designed for uniform coverage
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over entire spray area indicated, at available water pressure.
1. Manufacturer as indicated on the drawings.
2.6 AUTOMATIC -CONTROL SYSTEM
A. Manufacturer as indicated on the drawings.
PART 3 - EXECUTION
3.1 EARTHWORK
A. Install piping and wiring in sleeves under sidewalks and paving per the drawings.
B. Provide minimum cover overtop of underground piping according to the following:
1. Irrigation Main Piping: Minimum depth of 18 inches.
2. Lateral Piping: 12 inches.
3. Sleeves: 18 inches.
C. Place and com act initial backfill of satisfactory soil free of articles lar er than 1 inch in an
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dimension to a hei ht of 12 inches over the lateral and mainline pipes. Place and com act final
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backfill of satisfactory soil to final subgrade elevation.
3.2 PIPING APPLICATIONS
A. Underground Irrigation Main Piping: As indicated on plans, socket fittings; and solvent -cemented
joints per the drawings.
B. Lateral Piping: Class 200 PVC pipe and socket fittings per the drawings and details.
C. Sleeves: Schedule 40 PVC pipe and socket fittings; and solvent -cemented joints.
3.3 VALVE APPLICATIONS
A. Control Valves: Per the drawings.
3.4 INSTALLATION
A. Install piping free of sags and bends.
B. Install groups of pipes parallel to each other, spaced to permit valve servicing.
C. Install fittings for changes in direction and branch connections.
D. Install unions adjacent to valves and to final connections to other components.
E. La piping on solid base uniform) sloped without humps or depressions.
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F. Control Valves: Install in control -valve box.
G. Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed.
H. Locate sprinkler heads to maintain a minimum distance of 2 inches from paved surfaces.
I. Install freestanding controllers on precast concrete bases per the drawing.
J. Install control cable in same trench as irrigation piping and at least 2 inches below or beside piping.
Provide conductors of size not smaller than recommended by controller manufacturer. Install cable
in separate sleeve under paved areas if irrigation piping is installed in sleeve.
3.5 FIELD QUALITY CONTROL
A. Perform the following field tests and inspections and prepare test reports:
1. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until
no leaks exist.
2. Operational Test: After electrical circuitry has been energized, operate controllers and
automatic control valves to confirm proper system operation.
3. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and
equipment.
B. Remove and replace units and re -inspect as specified above.
3.6 ADJUSTING
A. Adjust settings of controllers.
B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each
sprinkler circuit.
C. Adjust sprinklers so they will be flush with, or not more than 1/2 inch above, finish grade.
END OF SECTION
PART 1 -GENERAL
1.1 SECTION INCLUDES
A. Landscape Maintenance Contractor shall furnish all labor, equipment, chemicals and fertilizer
necessary to maintain newly planted landscaping leaving plants in a vigorous, healthy state
through the end of the stated maintenance period. Maintenance shall consist of watering,
weeding, fertilizing, disease and insect pest control, pruning, aerating, protective spraying and
any other procedures consistent with good horticultural practice necessary to insure normal,
vigorous and healthy growth of all landscape materials under this contract. Trash and debris will
be removed from the project during each regular site visit. Maintenance shall begin following
final acceptance of the landscape installation.
B. The Landscape Maintenance Contractor shall be responsible for the use of all his/her materials,
labor and equipment. Injury to plant material caused by such maintenance, labor and equipment
shall be corrected and repaired by the Landscape Maintenance Contractor at his/her expense.
This includes both resodding areas damaged by tractor treads when mowing is conducted at an
inappropriate time, as determined by the Owner or his/her agent, and replacement of any plants,
hardscape, or other amenities on the site when damaged by the Contractor's equipment,
materials or agent(s).
1.2 INSURANCE
A. Contractor shall provide to the Owner, at his own expense, evidence of adequate Workman's
Compensation, General Liability and Property Damage Liability, subject to approval of the Owner.
1.3 CLEAN UP
A. All debris, tools, surplus materials, equipment, etc. shall be removed after each regular visit from
the maintenance crew. The site shall be left in a neat, acceptable condition such as to meet the
approval of the Owner.
1.4 LICENSE REQUIREMENTS
A. Pesticide: The Contractor shall be a licensed pesticide applicator or employ a licensed certified
pesticide applicator for the treatment of insects and diseases if required by the Arkansas
Pesticide Use and Application Regulations of the Arkansas Department of Agriculture. The Owner
may require documentation of such certification as necessary for his records.
B. Herbicide: The Contractor shall possess a permit or employ a person who possesses a permit to
apply herbicide if required by the Arkansas Pesticide Use and Application Act of the Arkansas
Department of Agriculture. The Owner may require documentation of such certification as
necessary for his records.
C. Irrigation: The Contractor shall possess an irrigator's license issued b the State of Arkansas or
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employ such a licensed irrigator to perform the irrigation system maintenance. The irrigation
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system shall be maintained under the supervision of the licensed irrigator who shall be on the site
at all times during this work.
The Owner may require documentation of such license for his records. The Contractor shall
verify and adhere to the requirements and codes of any controlling utility authorities.
PART 2 -PRODUCTS
2.1 COMMERCIAL FERTILIZER
A. Complete fertilizer, uniform with composition, dry and free flowing, delivered to site in original
unopened containers, each bearing manufacturer's guaranteed statement of analysis.
1. Turf at 15-5-10 analysis.
2. Turf at 21-0-0 analysis.
2.2 IL FERTILITY TES
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A. The Contractor will be required to furnish the Owner with two (2) soil fertility reports including
corrective recommendations.
B. The exact location of each soil sample taken will be provided by the Landscape Architect or
Owner.
C. Soil fertility testing will be conducted by a laboratory specializing in this type of testing and
approved by the Landscape Architect or Owner.
2.3 MULCH
A. Partially decomposed dark brown, fine shredded hardwood bark mulch, reference plans for type.
2.4 WATER
A. Water will be supplied by the Owner.
2.5 PLANT REPLACEMENT
A. It will be the responsibility of the Landscape Maintenance Contractor to replace any and all plant
material that is dead or damaged due to non-performance of the contracted scope of work,
un-supervised personnel or un-supervised subcontractors.
2.6 PESTICIDES AND HERBICIDES
A. Pesticides and herbicides shall be of the type that is commercially available.
PART 3 -EXECUTION
3.1 PLANT MAINTENANCE
A. The Scope of Work for plant maintenance includes all possible means required to preserve the
plants and vegetative material existing within the site in a healthy and vigorous growing condition
to insure their successful establishment. Plant maintenance shall include, as a minimum, the
following items.
1. Insect, Disease, and Animal Control: The Contractor shall inspect the plants and planted
areas once each two (2) weeks or as approved by the Owner. The Contractor shall be
required to notify the Owner in writing of problems with insects, diseases, or animals as
such problems arises. The Contractor also shall recommend corrective measures in
writing.
2. The Contractor shall treat the plants and/or the planted areas in accordance with accepted
methods of horticultural practices and the Texas Department of Agriculture guidelines
regarding the use of pesticides. The Contractor also shall follow the manufacturer's
instructions for the use and application of any pesticides.
3. Bed Maintenance: The Contractor shall maintain the plant basins and beds free of weeds
and grass or other material detrimental to the growth of the plants or appearance at the
site. Herbicides, when used by the Contractor, will under no circumstances be used on
days where the wind could cause drift hazard to desirable plants. The Contractor shall
also follow the manufacturer's instructions for the use and application of any herbicide.
Two pre -emergent herbicide applications will be made per year along with manual
weeding and post emergent herbicide applications as required. All shrub and groundcover
beds shall be fertilized two (2) times per year at a rate of 2 lbs. Per 1,000 square feet.
Hardwood mulch shall be maintained to a minimum depth of two (2) inches, in all bed
areas.
4. Re -staking and re -bracing of Plants: Any damaged or destroyed stakes, guys or braces
shall be replaced by the Contractor. This shall include any adjustment to the staking or
guying to prevent girdling of plants. Adjustment will be made to tighten wires and cables
as required.
3.2 TURF AND GRASS MAINTENANCE
A. Sod:
1. Mowing and Trimming: All lawns shall be mowed approximately every seven days April
thru September, three (3) times per month in March and October and once monthly
November thru February. All sidewalks and curbs shall be edged, and trimming around all
trees and other objects within turf areas shall occur in concurrence with the maximum
mowing cycles. The Contractor shall use power equipment as approved by the Owner.
Nylon cord trimmers shall not be used inside plant basins or beds around plant material
2. Fertilization: All sod shall be fertilized in March, May, July and September for a total of
four (4) applications. Approximately 1.5 to 2 lbs. nitrogen will be applied per 1,000
square feet per application. Various analyses and blends of fertilizers can be used based
on soil tests results.
3. Weed Control: All sod shall be treated with two (2) pre -emergent herbicide and four (4)
post -emergent herbicide applications for a total of six (6) applications. Herbicide
applications will only be required on established stands of grass.
4. Insect, Disease and Animal Control: The Contractor shall inspect all lawn areas once each
two (2) weeks or as approved by the Owner. The Contractor shall be required to notify the
Owner in writing of problems with insects, diseases, or animals as such problems arises.
The Contractor also shall recommend corrective measures in writing.
3.3 IRRIGATION SYSTEM OPERATION AND MAINTENANCE
A. The scope of work for the operation and maintenance of the permanent irrigation system shall
consist of the monitoring, adjustment, repair and proper operation of the existing irrigation system
as required insuring adequate moisture to the plant material existing on the project. The existing
condition of the system and any known deficiencies will be corrected by the Contractor upon
approval by the Owner. The Contractor shall insure that all irrigation zones, rain sensors and
freeze sensors are operating correctly. Include seasonal draining and winterizing of irrigation
system when required.
B. System repairs will include monitoring of the system on a year round bi-weekly basis and
reporting of all damaged or trouble areas to the Owner. The Contractors personnel shall repair
any damage that may have occurred during the mowing cycle and set automatic systems to
correct time requirements. Any damage not the fault of the Landscape Maintenance Contractor
shall be assessed and brought to the attention of the Owner with an estimate of the subsequent
costs to make the repairs. In the event the irrigation system fails due to the Contractor's actions
or neglect, the Contractor shall furnish plant irrigation by a method and quantity approved by the
Owner.
END OF SECTION
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. This section specifies all soil material designated as Topsoil on the drawings or in the
specifications.
1.2 SUBMITTALS
A. Samples
1. Provide (3) 1-gallon samples for each soil type.
2. Each sample to be a composite of five to seven (5-7) sub -samples taken the full depth of
proposed source. On stockpiles, discard upper 6 inches of soil before sampling.
3. Place samples in plastic bags, seal, and place in second paper bag, and label.
B. Test Reports
1. Prior to starting work, submit 2 certified copies of soil test reports to the Landscape Architect
for approval.
2. Costs of all tests to be borne by the Contractor.
1.3 QUALITY ASSURANCE
A. All soil samples and testing shall comply with procedures specified in:
1. U.S.D.A. Ag. Handbook 60: Diagnosis and Improvement of Saline and Alkali Soils.
B. Testing Laboratories
1. Certified facilities normally engaged in agronomic soil testing shall be utilized.
A. Required Topsoil Tests
1. Chemical analysis indicating:
a. Fertili : pH, nitrate nitrogen, ammonia nitrogen, phosphate phosphorous, potassium,
calcium, magnesium, zinc, iron, and manganese.
b. Suitability: total salinity, boron, sodium, potassium, calcium, magnesium, chloride, and
sulfate.
2. Physical properties include:
a. Organic content
b. Particle size distribution
PART 2 - PRODUCTS
2.1 TOPSOIL
NOTE: Topsoil needs to be from McCallister's Landscape Supply, or approved equal. 1" in all turf areas,
and 4" in all planting beds.
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A. On -grade topsoilq for the work shall conform to the requirements included in this Section
1. A natural, friable, loamy soil, typical of local topsoil which produces heavy vegetative growth,
free from subsoil, weeds, sods, stiff clay, stones larger than 1/2 inch, toxic substances,
debris, or other substances which may by harmful to plant growth.
2. The pH range shall be 6.5 to 7.5.
B. Grading Analysis: Two inch sieve, 100 percent passing. Number 4 sieve, 90 percent minimum
passing. Number 10 sieve, 80 percent minimum passing
C. Sand, silt and clay content:
1. Sand: 20 to 75 percent.
2. Silt: 10 to 60 percent.
3. Clay: 5 to 30 percent.
D. All topsoil shall be free from all herbicides and insecticides which may adversely affect growth of
lawn or planting, or which may contain toxic materials.
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E. Do not deliver in muddy condition.
F. The Contractor shall not use materials which do not conform to these criteria. At the discretion of
the Landscape Architect, such material can either by amended to meet these requirements, or will
be removed from the site and replaced with suitable material as specified.
PART 3 - EXECUTION
3.1 Not Used
END OF SECTION
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P.L.A. Anne M. Harman
L.A. No. 3146 Date 02-03-2025
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