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Home My WebLink AboutNCC221272_Site Plan or Location Map_20220413NnTFq- CURRENT OWNER: BLUE RIDGE MOUNTAIN SKY LLC, 700 ISLAND WAY CLEARWATER, FL 33767 1. PROPERTY INFORMATION: PINS: P104-7 & P104-30 ADDRESS: PONDER ROAD WHITE OAK, NC 28399 2. SUBJECT REFERENCES: DB 365 PG 713 & DB 365 PG 713 3. BOUNDARY SHOWN IS BASED ON COUNTY TAX PARCEL DATA. 4. PHYSICAL AND TOPOGRAPHIC INFORMATION SHOWN IS BASED ON QL2 LIDAR DATA. 5. PARCEL LINES HAVE BEEN IMPORTED FROM DATA DOWNLOADED FROM POLK COUNTY GIS. NO BOUNDARY WORK HAS BEEN PERFORMED. 6. VERTICAL DATUM NAVD 1988/HORIZONTAL DATUM NAD 1983 (2011) 7. PROPERTY IS LOCATED IN NFIP FLOOD ZONE X AND SUBJECT TO CHANGES. BASED ON COMMUNITY CID NO. 370194; PANEL 0587; SUFFIX J. (MAP NUMBER 3710058700J) EFFECTIVE DATE: 9/3/2008. 8. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH. 9. PLAN PROVIDED FOR SEDIMENT EROSION & STORMWATER CONTROL ONLY. 10. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN SPOT ELEVATION GRADES AND MAINTAIN POSITIVE DRAINAGE. LEGEND SUBJECT DEED LINE (NOT SURVEYED)<` EX. SOIL BASE ACCESS ROAD - - - - - ADJACENT DEED LINE (NOT SURVEYED) EX. STORM WATER FLOW DIRECTION EX. 20' MAJOR CONTOUR LINE (LIDAR) ® EX. SEDIMENT BASIN CONTOUREX. 4' MINOR (LIDAR) DRAINAGE AREA (AS NOTED) EX. DIVERSION DIKE EX. SILT FENCING EX. DITCH EX. VEGETATIVE SWALE EX. CULVERT CONSTRUCTION SEQUENCE: PRECONSTRUCTION: 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2. FLAG AND/OR ROUGH STAKE WORK LIMITS. 3. FLAG EXISTING VEGETATION TO REMAIN/PROTECT. 4. HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES. CONSTRUCTION: 5. INSTALL SILT FENCING, INLET PROTECTION, AND CONSTRUCTION ENTRANCE/EXIT AT LOCATIONS SHOWN ON PLAN. 6. INSTALL ROCK WIER OUTLET STRUCTURES, CLEAN SEDIMENT FROM, INSTALL, REPAIR AND/OR ENLARGE SEDIMENT BASINS TO SIZES SHOWN IN PLAN FOR BASINS S88, S88A, S888, S88C, S89, SB17, S816, S815, S814, S813, S810, S84, S83, S85, S86, S87, & S812 IN THIS ORDER. INSTALL SKIMMERS PER PLAN IN BASINS S88, S89, S817, S816, S815, S814, S813, S810, SB11, S89, S88 & S812. DISPOSE OF SEDIMENT AND EXCESS MATERIAL IN THE DISPOSAL AREA AND INSTALL TEMPORARY SEEDING ON DISPOSED SOIL MATERIAL. 7. INSTALL SEDIMENT DISPOSAL AREA AS SHOWN ON PLAN WITH PERIMETER BERM & SILT FENCING. INSTALL VEGETATION PER PLAN ON PERIMETER BERM. 8. INSTALL, ENLARGE, REPAIR & STABILZE WITH LINING MATERIALS SPECIFIED IN PLAN CONTRIBUTING STORM CONVEYANCES AND ASSOCIATED EROSION CONTROLS. 9. GRADE SITE ACCORDING TO PLAN WITH APPROVED FILL MATERIAL. BEGIN WORK IN DRAINAGE AREAS (DA) 8 & 9. CONSTRUCT SEDIMENT BASINS TO SIZES SHOWN IN PLAN AND TABLE ON SHEET 10. CONSTRUCT ROCK WEIR OUTLETS FOR BASINS PER PLAN. INSTALL APPROPRIATELY SIZED SKIMMERS PER PLAN IN BASINS WITH DRAINAGE AREAS GREATER THAN ONE ACRE. REPAIR DOWNSTREAM DIKES/BERMS AND CONVEYANCES. GRADE UNSTABLE STORMWATER CONVEYANCES TO TRAPEZOIDAL SHAPE WITH TWO FEET BOTTOM WIDTHS AND 3:1 SIDE SLOPES. LINE CHANNELS PER TABLE ON SHEET 10, EXHIBIT C AND STABILIZE WITHIN 7 DAYS. INSTALL SLOPE MATTING PER PLAN, OVER TEMPORARY & PERMANENT SEED MIXES, SOIL AMENDMENTS & STRAW MULCH ON ALL OUTSIDE, DOWNSTREAM DISTURBED AREAS WITH SLOPES GREATER THAN 3:1. GRADE, FILL & COMPACT RILLS & GULLIES IN SIX-INCH LIFTS WITH HEAVY EQUIPMENT. RELOCATE ACCESS ROAD AT NORTH SIDE OF DA 8 TO THE FLATTER AREA APPROACHING FROM DA 9 AS SHOWN PER PLAN. INSTALL TERRACES IN SLOPE AS SHOWN ON PLAN IN DRAINAGE AREA 8. TERRACES SHALL BE 12-FEET WIDE, LEVEL IN THE DIRECTION OF THE FALL LINE, & SLOPED 1-2% TO THE NORTH TOWARD SEDIMENT TRAPS. SLOPES BETWEEN TERRACES TO BE STABILIZED WITH SLOPE MATTING PER SHEET 10 & ABOVE. 10. INSTALL TEMPORARY AND PERMANENT SEEDING, SOIL AMENDMENT, AND STRAW MULCH ON ALL DISTURBED AND BARREN AREAS OF THE SITE. INSTALL SLOPE MATTING PER PLAN ON ALL DISTURBED AND BARREN AREAS WITH SLOPES STEEPER THAN 3:1. 11. ALL EROSION & SEDIMENTATION CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER STORM EVENTS OF EQUAL TO OR GREATER THAN 1.0 INCH. NEEDED REPAIRS AND MAINTENANCE WILL BE MADE IMMEDIATELY. FURTHERMORE, IF ANY WIND OR STROMWATER RUNOFF EROSION DEVELOPS DURING THE CONSTRUCTION OF THE PROJECT, ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO ADDRESS PROBLEM AREAS. 12. ONCE THE SITE CONSTRUCTION IS COMPLETE AND DENUDED SURFACES ARE FULLY STABILIZED; ALL STORMWATER CONVEYANCES, STRUCTURES AND PIPING SHALL BE CLEANED OF ALL SILT/DEBRIS WHICH MAY HAVE ACCUMULATED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY DESIGN GRADES OF ALL STORMWATER CONVEYANCES AND RESTORE TO DESIGN SPECIFICATIONS AS NECESSARY, INCLUDING INSTALLATION OF MEDIA AND VEGETATION. 13. UPON APPROVAL FROM NC DEMLER, THE REMOVAL OF ACCUMULATED SEDIMENTS AND SITE STABILIZATION, ALL REMAINING EROSION CONTROLS MAY BE REMOVED FROM THE SITE. SEDIMENT BASIN STRUCTURES WILL BE REMOVED, INCLUDING UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZED ACCORDINGLY. 14. NO GRADING ACTIVITIES SHALL TAKE PLACE DURING WET OR PREDICTED WET WEATHER. SOIL EROSION & SEDIMENTATION CONTROL PLAN NOTES: 1. ALL SESC MEASURES DESIGNED TO 10-YEAR RECURRENCE INTERVAL 2. AREA TO BE DISTURBED: ±39.00 ACRES 3. PROVIDE A GROUNDCOVER STABILIZATION (TEMPORARY OR PERMANENT) ON ALL DENUDED DOWNSTREAM SURFACES FOLLOWING THE COMPLETION OF LAND DISTURBING ACTIVITIES PER THE CRITERIA LISTED BELOW: a. PERIMETER DIKES, BERMS, SWALES, DITCHES AND SLOPES SHALL BE STABILIZED IN 7 DAYS. b. HIGH QUALITY WATER (HQW) ZONES SHALL BE STABILIZED IN 7 DAYS. c. DOWNSTREAM SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED IN 7 DAYS. IF SLOPES ARE 10' OR LESS AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. d. DOWNSTREAM SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH SHALL BE STABILIZED IN 14 DAYS. SLOPES 3:1 OR FLATTER EXCEEDING 50' IN LENGTH SHALL BE STABILIZED IN 7 DAYS. e. ALL OTHER DOWNSTREAM AREAS WITH SLOPES 4:1 OR FLATTER SHALL BE STABILIZED WITHIN 14 DAYS. f. GROUND COVER SHALL BE PROVIDED ON CUT AND FOR FILL SLOPES WITHIN 21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. GROUND COVER OVER OTHER AREAS SHALL BE PROVIDED WITHIN SHORTER OF 15 WORKING OR 90 CALENDAR DAYS (60 DAYS IN HQW ZONES) OF COMPLETION OF CONSTRUCTION OF DEVELOPMENT. 3. IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP. 30) THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING SPECIFICATIONS). 4. IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED IMMEDIATELY AS DIRECTED BY THE ENGINEER TO ADDRESS THE PROBLEM AREA AND PREVENT DAMAGE TO ADJACENT PROPERTIES. 5. SOIL EROISION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED. a. A RAIN GUAGE MUST BE KEPT ON SITE. b. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50 FEET FROM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE. c. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24 AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING A 24 HOUR PERIOD). IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN FOR ANY DEVICE FAILURE. d. INSPECT ALL OUTLETS WHERE RUNOFF LEAVES SITE AND EVALUATE EFFECT ON NEARBY STREAMS. TAKE CORRECTIVE ACTION IF NECESSARY. e. MAINTAIN RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS. f. EARTHWORK NOTE: OFFSITE BORROW MATERIAL SHALL COME FROM AN NCDEQ LAND QUALITY SECTION APPROVED SITE. OFFSITE DISPOSAL OF EXCESS MATERIAL SHALL BE TO AN NCDEQ LAND QUALITY SECTION APPROVED SITE. 1 1\\ \ \ \ \ \\\\\\; \\N �`_ \ \ I IIII IIII IL I \ \ I \ \111 I IIII 1 II \ \ \\\ \11//!11/II III\' 1 I I \ 1\\'I\\\ +\\\ \ \ \ I \ \ \ \ \ \ \ \ \ , \ 1 1 I I ! 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UNSTABLE SLOPE WITH 1 EX. 300.0 x 100.0 DISPOSAL AREA'- I` 1 \\ _ , 1 I _ I`_ / l ! \f `` \ \ \ \ ` `\ `- � -•'� i ! .'\, \ `-''` 1 1 � \\ \\\UNSTABLE/INCOMPLETE I : i Jli `,I \ /' / I I � \ 1 I \ ) 1\ \ �. %� ,¢�' I `—r' 1 � W BERM & SILT FENCE PERIMETER �` RILLS AND INADEQUATE / r / / ,/J ! /'J/i%� / ♦ 1 I \ } I - 1 OUTLET STRUCTURE / / // // /-=1/ \ ` ` \ % ,VEGETATION ' / 1 / \ \ \_____` / 1 I , \ // / / 1 I } \ \ J� C ' �' f ' l I I I ' \\ / ' I I ' `\ `-\� `\ ` // 1 \.. DRAINAGE AREA �\� I .- ! \ \/ l \ \ \ \ - , + / / l I ► / J / //I / /' - I I \ 1 `\ ' n -- 1"rY-' \ , I 1 } I J / c\J \ / i i J I / \\ /'/'\\ \ / _ ' r' / I / / I 1 1 ' / r i l / ► 11 / � \ `\`r/_. I t ` \\ \ \ \ ; - % / / � i SB9'/V�r `\/'� �J y \ �/ / \ 1 1 N0. 12 (f10.46 AC.) I , / / l /-� `-�_/\/ - I , ///J/j///- / , / / I / I % j 11lII�I� !i/% /''--/' , ! tl \� BREACH IN. DIVERSION DIKE trCRE_A^\TING EROSION RILL\ / / / / / / / I I (III!/// /, ( / /- ' ' l / / , \ \ \ / / / ► ) \ / / / r� \ \ \ ` �/ /' __ ! / J I ! r/ \ `\ �_`/^ / ! I / J 1 1 /%�/' / `� �'1/ j//I \ ( I j I -'-- /,/ / y`r_/ -1 _ '`�\ i ' i Ic : \\. \-'___ `_ _-'`/ // ' '/' % % �% ^� \ `� / / J I t ram' ' //\ I I / / ` \ \ \ / / , % / r / I I l ' J I r/ / /%l //� I I I�\ /' \ I /' ,' /-'' /' r,J 1 / l \\ \ \ / ,_-'' 1 \\ \`, \ 1 I ( I 1 \ `\ ```__ /- / / / l I / I / J I / / / / f1 I,/// f I 1 I I I `CONSTRUCTION ENTRANCE (TYP.) _� ///r �- -/ I ! I 1 1 \\• `:� _--/ ' ._------' / } ,�-/ ,' /' /', ' / �' l� // / f� _ / / / , -••l•_\ ` \ (-�`�`\�` �= \\`\;\\`�"f� �i5==�/i//f / / / / r / / / I l / ! / ti / / ! 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'\ '�`\�� `- \`f�: lt�1/ � I ` \ (`/ /�I� \ `l\J( �` \ -- Il \��" \I^ -\\\ �``�_�' `�S\\-B1\y �0 �``+\`� \``\ �\\,\ `\ \\ \ \\, \ \\\\ \t \ \ `1 ``1 \\ \� \ \\`\ \ \< ♦ \ \ 1) 1 J1\- r I-\ \L\` \ -\i \` \11\ `•\\\ ♦ I DRAINAGE / / R1r / AII 1INAtI1 GIE1 / AR1Il E'1 \ A 11 I \I I`\1\ \.1\ \.\ \ \.\\J\11;\ `1\\ \\\` \1\ \\\\ \\ \\ \\\I\\\' \\ \\\1\\l\\\\\\t\I! /\\\��/, \ \\\ \\ \\ \ \ \\\ }\\ \\\\ \ \I \\\ \ \\ I \\\ \ \ \ \\\ \ 1 1 \ \} \ 1 1 \\\\\ \ \ \_I\ \ �\_\ \ \-`\\ \_` \ \\\_�\`_� �_�� `__�__-__-`__ �`\�`�\-�`�\\��\�_ � � \ _``�\_-` \ _-^��;� \__\_ `�\-,\ ,• � \ "\-•\ \\J \ � \ \1) I \11 } I1 I1 /l J/}II I1 l /11II I 11II' _ \, }/ 1 1 \,_tI \/�II�/t III� _/\ / I l/ 11 I/ \1 lI/ f -•l,'�I `I-_I1_-_I.�.'-`_`^_` ``_--t �\ �`.\\.�\_` \ \\\\ \1 l \ \` 1\ \\\ \ \, II \ \\\ 1 \ \ ` 1 1t }I1 \ \Il 1 I,lI I 1\ ' f11 \ \I \ \ `\ \ I�\ l I\lI11\tl\ \l/1\\l1 \/I\f\1I\lI11I1nf1Il1I `1' I1tI \\1l 1 \I \} \1 \ } \} \ \ \I\ \ �\\\\\ \ I\1 \\``,1\ -\ _\�\'\_`��__-`____: �-_/- ��- -//-- �''� -/-/ -_-✓_/'/i-/-/ce �'-, i�''�'\//„/v,/f�- / ///�/ �1#/4SB16'\- - -_-SB5IN0. 15 (f1.87 AC.) \ ++ I, ` � _ \`� \\- � _\�---__ __✓`�``' , ' - / '/ �/ �- � \ ) 1 \ \ ,� \ _ _- � � `\ \ I/ \ � I \ \\ `\ \\ 1 \ 1\ \\ \ \ \ \ \`\\\\ _\\„`'`� ,\ 1 /,/,'�,-' - _.,'- :- / 1 , \ \, . `, \� UNSTABLE/INCOMPLETE r ► r \\I \ \ �\`-;/,�, / �','// / f'i / / / ! 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OUTLET STRUCTURE NO. 10 (f2.84 AC.) �� . \ \\ \ ` 1 \/ I\\\\\\\\ \` • N0. 16 (f 2.14 AC.) \ \ •^ ; I� I I � � /// / /'`-' 1 / `�\ \\ \ ) / �; f1 l I I 1 / 1 1 I \'\ \ l \ \ \, �I �\ � 1 /,r/ J I f/ / 1 ` l ! / \ , 1 1 \ \ \ � � \ \ \ � \ \ \ ` \ • .':\ \ \ �!\ \ \ ��,- _` _ -_--- -- / l , , / -� ,' '"`� \ I r / I / , / 1 III \ \\ l f t I 1 I f r I �t I I ` _�` BASINS FILLED WITH SEDIMENT - \ WITH INCOMPLETE/FAILING . r 1 / / / �' I' •• � \ / / - / -/// 1 �\ , 1 \ _ ^ OUTLET STRUCTURES t 1 I / / I / '' ^__ 1� \ I I r I 1 1 i i SB6 '/il/i'//, �/i i' F_ J/✓�/, \\\\\ 1 1 \ \ _ �_ _�- \ --- \ \ \ \ ` f , / \ t I ` \ \ \ \ \ " I I I III / r / --\ I L I J L i DRAINAGE AREA- \,:....'--- \\\'i\ \ \ \ \ \ 1 �/ , I / /+' __\ -,_ \-\ � \ \ \ \ \ \ \ \ 1 I 1 L I / I 1 1 J /J • - _^\ _ � \ \ \ \ ( L� �_'--_ ♦ I `v 1l J ! I 1 I I I 1 I I r /\ --- _- 1 1 1 1 I I \ 1 1 } \ / 1 I NO. 6 (f0.59 AC.). rJ /III I 1 l l 1 \ 1 t \ \ (`\ \ I I 1 1 f I l' DRAINAGE AREA 1 I \ I t � } \\ \ l \ \} \- ,\._� N0. 14 (f1.07 AC.), \ -J ',\ \I � \ '\ \ `\ ` ` � _ J DRAINAGE AREA \ \ \ 1\ \,l `I `\ ) r -- ` `\�`\\\ \\\ \ \\\\ \ \ \l\` \ f,. \ / f // SBI\ t L N0. 4 f0.84 AC. \ \ \ t \ 1\ 1 ( _- 1�\ \ \ \ \ 1 I r '--_\�� I \ \ \ \ \ \ \\+ , � ( / , \ \ \ \ \ \\ \ l 1 1 \ t I l �` \ \ \ \ \\ 1 / -' _�_� I ` .;) \ \ \ \ \ i 1 _ .SB4 \ \ \ -\\ \.. ^�\ \ l l 1 1 /,//, `\ ``�\ \�\ } 1 1"\\11l)I111-/- I I I I \ /i-' / li 'ii/ / / \ 1 \ I \ 1 ,SB3 `\ `,, `--__ `--- _ /' ,/' `\ , , /\\ \\ - \ \ } \ 1 ; ---- '':' i f i i I� �) 1 �� 1' �'/ �. -- -,_=_- \ \ \ \ DRAINAGE AREA \ \\ `�- __ _ _ \ , \, \ \ I J! /- . _ _ '� t \\ J -DRAINAGE AREA 1 N0. 2 (f4.75 AC.) / /`� \ \ \ `\ � \ \\ � I I I L SB13 / % / ,/' / J %' ,/ / ": \ `� \ \\ \\\ \ \ \ } /'/J,J/ /,,I ! \\ t !•1 I\\ \\ `\ \ \ NI j 001 L ,/ ,'\\ \\ ` \l-__ �/-,\ \ \ \ \` \ \� \ \\ ` � l I I % J l✓ /.^ J- /� / / � \\=a ` ' ' J/'' - --_ �^\ ^ \\\ \\\\ \ \\\\\ \' 1 Jl `- �`�\ ~�� _ ��\ i \ \ -• -^ --� -- \ / ;, ,/ , _ \ `_ / r/ \\ \ \ I.h \ - ( /1 '/� '� JJ s �iJ,�{ , ._... .... �:... 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(f2.31 AC.) - IiffA ~`` Jc-` mm -----'----_- % / r /I� � 1 r, �' _r- T �I -L>// , r I \ `� I � \\`\ ` � I I r I I I t / � r �7`* ``�\-- ' ,--`, % % / /I I \ / -/' /- _/ j / / �o 1 ,/ , L `a l / I I I I I J I OlV L` `_I %`I� , / / I \ I / I / ♦ / , /I \J 1 / / / , / f / I I \ I / r / I \ -\ _\`_� _I I I \ 1 �, /'J / // / / /-'�`_ / , ,' /'-` -'^ / J ,�cl t� !— /J I \�� \\ \ _- t / l \ \ ' / _/ / / , \. f / / /' ___-j / / / /' // Lam'/ I 1 I / / / / / I� \ �'NW �ts`%��(�hlli{■ 1 r r `�-` //-'' -/'/ ,'/ li /� /J ! j 1 rJ -/l l /' J � j ) \ \�\ I I *PARC , AERIAL-&-t�F DATA SHOWN, - ` \ \ , I / , ^, ♦ / / 1 �' _ �'- ' /` I� / \ ♦ / I 1 �t�\ `� j `�e �e �ow d1g. 1 BASED 01� If If 'UNTY GIS DA Aw \ �� \\� \`� / ,' - ' / J / / / ' ' _-/ / ' ' / c / / / \ , 1If THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. 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P19026 DESIGNED BY JDL DRAWN BY OAT CHECKED BY JDL MWS ISSUE DATE 04 27 21 SHEET NO. OF 11 SHEETS