1994-3965 G (Plans) 141370 c
GRADING NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, NOTIFICATIONS
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS EROSION CONTROL GRAVEL BAG AND HYDROSEED APPLICATIONS LEGAL
DESCRIPTION
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1. IN CASE EMERGENCY
WORK IS REQUIRED, CONTACT 1. GRAVEL BAGS SHOULD BE PLACED TWO BAGS HIGH AT THE TOE OF PARCEL 1 IN THE CITY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A RICHARD CAMPBELL AT
6.34 -4030 (PHONE) ALL SLOPES CREATED BY THE GRADING SHOWN ON THIS PLAN. OF CALIFORNIA, AS SHOWN ON PARCEL MAP NO. 3278 AS FILED IN THE
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
OFFICE OF THE RECORDER OF SAN DIEGO COUNTY DECEMBER 5, 1974.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
REQUEST FOR INSPECTION. 2. GRAVEL BAGS SHOULD BE PLACED AROUND ALL DRAINAGE INLETS
ON THESE PLANS, HOWEVER: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SMALL BE MADE TO PREVENT SILT FROM ENTERING THE DRAIN
SYSTEM. PLACE APN 264 - 030 -52
2. THE SOILS REPORT TITLED "PROJECT NO. 94- 1148D4, LIMITED SITE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
ALL BAGS TWO HIGH. IF INLET IS NEAR THE TOP OF A SLOPE,
INVESTIGATION, PROPOSED TENNIS COURT, 3671 DOVE HOLLOW ROAD, CITY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE AT PLACE BAGS ONE HIGH AND LINE THE TOP OF SLOPE WITH BAGS SITE ADDRESS:
OF ENCINITAS ", JUNE 15, 1994, BY ROSENWALD ENGINEERING AND MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CONVENIENT LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF (TWO HIGH) WITHIN 10 FEET OF THE INLET.
ASSOCIATES, SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S TEMPORARY DEVICES
WHEN RAIN IS IMMINENT. 3671 DOVE HOLLOW ROAD
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 3. HYDROSEED
ALL MANUFACTURED SLOPES OVER THREE (3) FEET IN ENCINITAS, CA 92024
SPECIFICATIONS CONTAINED IN SAID REPORT. CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 3. DEVICES SHOWN ON PLANS SHALL
NOT BE MOVED OR MODIFIED HEIGHT. REFER TO THE HYDROSEED MATERIALS NOTES FOR
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. MIXTURE AND APPLICATION
RATES.
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
WORK: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES OWNER / SUBDIVIDER
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
RICHARD F. CAMPBELL Q
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF A. SEWERS - (800) 422 -4133 AFTER EACH RUN OFF PRODUCING RAINFALL.
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE 3671 DOVE HOLLOW ROAD Q
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN. OLIVENHAIN, CA 92024 H
CONJUNCTION WITH IMPROVEMENT PLANS. B• GAS & ELECTRIC - (800) 422 -4133 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE C. WATER - 753 -6466 UNCOMPLETED GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES LEGEND ESTIMATED QUANTITIES
WHICH MAY ARISE.
GRADING. D. TELEPHONE (800)'422 -4133 PROPERTY LINE CUT 800 CY* -
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE EXISTING
CONTOUR --(435)--
E. CABLE TV - (800) 422 -4133 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO PROPOSED CONTOUR
FILL 800 C
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. DAYLITE LINE
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 EXISTING SPOT
ELEVATION IMPORT 0
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 7. ALL EROSION CONTROL MEASURES PROVIDED
PER THE APPROVED PROPOSED SPOT ELEVATION
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PHONE: (619) 633 -2700 _ GRADING PLAN SHALL BE INCORPORATED HEREON.
- EXISTING A.C. PAVEMENT -�
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 8• GRADED AREAS AROUND
THE PROJECT PERIMETER MUST DRAIN AWAY FILL 2:1 MAX. ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER INSPECTION. PHONE: (619)633 -2700 ALL WORK PERFORMED FROM THE FACE OF SLOPE AT THE CONCLUSION
OF EACH WORK QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS
OR A LICENSED LAND SURVEYOR. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO DAY. CUT 2:1 MAX.
)�
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL REJECTION AND REMOVAL. EXIST WATERLINE __W__
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE DRAINAGE SWALE WITH GRASS LINING
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN OR SUITABLE EQUIVALENT
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT EXIST. FIRE HYDRANT Is��
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. OA INSTALL RIPRAP SPREADER ENVIRONMENTAL NOTES:
Y
WITH NO.2 BACKING 2
SOILS ENGINEER'S CERTIFICATE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE &1'DEEP & 20'LONG.SEE
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
DETAIL BELOW. 17.8 0 /. (EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE I,8ENTAMIND. ftF#WiW, A R£615 CIVIL ENGINEER IN THE STATE TO NOVEMBER 15
THE SLOPES SHALL BE STABILIZED WITH GRAVEL BAGS 000000000
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF PUNCHED STRAW INSTALLED
IN ACCORDANCE WITH SECTION 35.023 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 85' AND THE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND OF THE EROSION AND SEDIMENT
CONTROL HANDBOOK OF THE STATE MAXIMUM VERTICAL HEIGHT OF FILL 7
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES MAY
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.)
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE AND JUNE 1994. ONE COMPLETE COPY OF THE SOILS REPORT 3'
OF CUT AREA OF CUT (S F.)
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I B.)
AVERAGE DEPTH = VOLUME OF FILL (C. F.)
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 2� \N•
AREA OF FILL (S•F.)
ADVANCE BY CALLING (619) 633 -2770. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS \N. g
PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND ; ±w l
.10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY SPECIFICATIONS.
v
^ i I TENNIS I
_ ��i `; •� COURT _
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT -THE SIGNED: f r -U � SWALE DETAIL � I �" `- -'
SURFACE J et
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE. J Z
NO SCALE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER R.C.E. NO. 25O1B \ 2 Q
SHALL COMPLY WITH ALL CONDITIONS AND' REQUIREMENTS THE 1 J \' EXIST. P.GC. GUTTER
\
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING Z GROSS
OPERATION. EXP.DATE: 12�3I�J°7 Ib�018 ROAD& UTILITY EASE ENT \ TYPICAL FILL BERM
[,. HYDROSEED MATERIALS O O
PER FILE N. 306536 EC, 12 31 -71 &
12-" / -I I \ DOC.NO.85- 286785 EC. 3- ?-85 NO SCALE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE
-
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL HYDROSEED MIX AND APPLICATION RATES SHALL BE A MIX OF / : DOVE
\ \ H O L OWE ROAD (PRIVATE)
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE ALL OF THE FOLLOWIN.
PERMIT NO. N88 °09'48'1E 1 \ , \ \ o
PROVIDED STATING: THE GRADING UNDER \ 372)41'
3%5 -c. HAS BEEN PERFORMED IN SUBSTANTIAL DECLARATION OF RESPONSIBLE CHARGE ZORRO FESCUE, 20 LBS PER ACRE. -
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON W - W - W
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ROSE CLOVER,
20 LBS PER ACRE. _ W W (435)
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
AMMONIUM PHOSPHAE SULFATE (16 -20 -0) WITH 15% SULFER H.P.
-T O'
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE WOOD FIBRE MULCH, 2000 LBS PER ACRE. T, EXIST.
/ - r - y fWHO CERTIFIES SUCH GRADING F.H OPERATION. BUSINESS AND PROFESSIONS CODE, AND THAT THE
DESIGN IS SLOW RELEASE 1000 LBS PER ACRE. 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED CONSISTENT WITH CURRENT STANDARDS.
_432
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS I UNDERSTAND THAT THE CHECK OF
PROJECT DRAWINGS AND SPECIFI- AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER SUBMIT SOILS TO THE APPLICATOR. THE MIXTURE REPORTS AS REQUIRED AND WILL
DETERMINE THE AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- MATERIALS SHOULD BE LEFT (43 0)
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF BILITIES.FOR PROJECT DESIGN. OR RATE OF APPLICATION SHOULD NOT BE SUCH AS TO CAUSE
TENNIS EROSION AND NO RUNOFF SHOULD OCCUR. GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND � OURT
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT // ✓� � IN HIS OPINION, ALL EMBANKMENTS AND
EXCAVATIONS WERE BY: lj�R, ` � PAD 424.5 e -O DATE 9 y ALL SEED AND FERTILIZER MUST BE DELIVERED
TO THE SITE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE WAYNE ASCO IN UNBROKEN BAGS. FERTILIZER AND SEED BAGS SHALL BE
\ �- (425)
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS R.C.E. 29577 TAGGED AND LABELED AS REQUIRED BY STATE REGULATIONS.
` }
ARE SUITABLE FOR THEIR INTENDED USE. QRQF �a t' �\ - -� / 60 21't m ���/
�Y',�.( THE SEED SHOULD BE INNOCULATED WITH A BACTERIA THAT .r w /p
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ��Q A•IO �` HELPS FIX NITROGEN. THE DEPARTMENT OF AGRICULTURE
TAGS ' ) o \ BLEND o �� Z
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
S 6'+ SHOULD BE CHECKED FOR THIS PROCESS. I m \ � - F :mm)
3 �' fy ' I1 - -\ N ,/,1L O
O
OF WATER HE SHALL CONTROL SURFACE WATER AND AVOID W `" < \ �� , J` \ r � „ 3' 3'
m
(/��
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE � , r I 11 / //v�tTUKAL
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION �° �`5n �- / �- >- 0)
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT v ��_ I EXIST. BLDG
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN '^-
INSTALLED. vi GRADE 0.5 ° 1e TO 1.0 % cf- I I- \�
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND / ✓ ( %) i� 3 \ V
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD A / �� I / / I L :1 p
a v o n
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE OWNER'S CERTIFICATE \ I Z a - 0
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE A �/ o O
A • �� ^ ® i m
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL L =20' z r��fl _ (415) W N ;
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR UNDISTURBED SOIL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL STABILIZED.BY MIN.
\ y� / A L- 20 Z � V _
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO GRADING ACTIV TY AND ADVISE ON THE COMPACTION AND STABILITY OF EXIST VEGETATION
\, _� a 0
A DEPTH OF 3' FEET AND THEN COMPACTED TO A MINIMUM OF 90 THE T 30'ROAD& UTILITY ESMT.PER \ 1G
Z Z o Ill PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SPREADER DETAIL I FI LE NO. 304302 REC.12 - 30 -
71 / � - 0 n i
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT NO SCALE x / / ��� \
U 3
ACCORDANCE WITH SPECIFICATIONS. RICHARD 0 4
. CAMPBELL A r \ (4 10)
IL
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH UNDISTURBED UNDISTURBED SOIL STABILIZED
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS DOVE SLOPE BY EXIST VEGETATION REPAIR
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS HOLLOW RD 2 AREAS DAMAGED DURING
CONSTRUCTION WITH SOD. \ N88 °09'48i1� / \
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 374.321
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY c� \� �(�N
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER F cl 2:1 OR FLATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 6G w z 6'MIN. 1 / / �/ 00�
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ROAD A�VRD. o�f _ •' ,4 / lA I
g Z
ACCORDANCE WITH THE GRADING ORDINANCE.
V� w SECTION A -A ^ , lW I/ 1 1`:i,I I i,t' :` 1
16. ALL TREES BRUSH GRASS AND OTHER OBJECTIONABLE MATERIAL kO/� r n 1 1 r;* �? d / / `t - +
/` t J It
e : %i_1v�_1v1- -,..a Cn
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF O -, -„ . ill
D . .
2 A
Q C NO SCALE I 1 3 .7 J L �'
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT U DE M IN
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ( �Z � W
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF N W LL L z -
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
VICINITY MAP
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. I � �
NO SCALE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY 1 DRAWN APPROVALS
z
Ms TJ DG CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W < C
M/ /NAL 11 SDCO BENCHMARK CO -0073. CHISELED SQUARE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDf D A T WO GRADING
AND EROSION CONTROL PLAN FOR:
IN TOP OF HEADWALL LOCATED AT SOUTHWEST 11_ I /J
CORNER OF EL CAMINO DEL NORTE AND RANCHO HORIZONTAL 1 DATE 7 - O - BY: BY:
SANTA 9. ROAD. CAMPBELL TENNIS COURT 3965- G
//�► ,� / �� n //` ^/ 295 77
EL. 119.476 USC & GS DATUM. N/A 1 d.Al� _ $��jrgq- �" W eNE ° SCO R RCE NO.: _
VERTICAL Ste► •� W NE PASCO DATE: � DATE:
EXP. 3 -31 -95 WORK PROJECT No. SHEET 1 OF 1
PE 598