1996-4749 G (Plans) LEGAL DESCRIPTION: PARCELS 1, 2, & 3 OF PM 15392 AND
PARCELS 1, 2, & 3 OF PM 15393.
GRADING NOTES NOTIFICATIONS LEGEND �
SOILS ENGINEERS CERTIFlCATE
�AR')P (Z t ')'Jnt A REGISTERED CIVIL ENGINEER IN THE STATE OF . S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES I. l
-F
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR MECHANICS, HEREBY CERTIFY THAT I HAVE REVIEWED
THE SOILS REPORT S. D. R. S. D.
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN PREPARED BY ALLIED EARTH TECHNOLOGY
AND AGREE WITH THE TEST METHODOLOGY, ITEM NO. SYMBOL APN: 259 - 221 -81, 82. 83, 84, 85, & 86. W
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS. HOWEVER: FINDINGS, AND RECOMMENDATIONS CONTAINED THEREIN. ONE COMPLETE
SITE ADDRESS: JENNIFER LANE, OLIVENHAIN, CA.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COPY OF THE SOILS REPORT HAS BEEN SUBMITTED TO HE OFFICE OF THE CITY PROJECT
BOUNDARY '
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ENGINEER, ALONG WITH UPDATE LETTER DATED
^��� FURTHERMORE, I
REQUEST FOR INSPECTION. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
EXISTING PROPERTY LINES ' - OWNER/PERMTTTEE: DANNIEL SHELLEY
2. THE SOILS REPORT TITLED "PROPOSED 6 LOT SUBDIVISION COLE LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RECOMMENDAyyyy-���IONS INCLUDED ,��N
THE SOILS REPORT FOR THIS PROJECT HAVE 905 OLIVECREST DRIVE
RANCH ROAD AND JENNIFER LANE, ENCINITAS. CALIFORNIA." RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO BEEN IN CO E
AT�D T ,GRADING PLANS AND SPECIFIC NS. EXISTING CONTOURS '\ OLIVENHAIN, CA 92024
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
PREPARED BY SOUTHERN CALIFORNIA SOILS AND TESTING DATED 4 -4 -96 STRUCTURES PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND \ �' �V•OFESS /Of ✓,
-� C
SIGNED:
_
-�V
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF �� Y EV 8.q M1�
PROPOSED DAYLITE LINE
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND WORK: RCE NO.: �` PN ' v�
SPECIFICATIONS CONTAINED IN SAID REPORT. ` C 9 m PROPOSED CONTOURS ESTIMATED QUANTITIES
A. SEWERS - CSD 633 -2770 EXP. DATE: 6-30 -0 ° a N0.36037 PROPOSED SPOT ELEVATIONS
EXP. 6 -30-04 CUT 1,400 C.Y.* PHASE 1 3.000 C.Y.* PHASE 2.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC - (800) 422 -4133 ` PROPOSED GRAVEL BAGS
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF sT CIM ��P, FILL 1.400 C.Y.* PHASE
1 , 3.000 C.Y.* PHASE 2.
IMPROVEMENTS WITHIN STREET RIGHT - OF - WAYS. SEPARATE C. WATER - OMWD - 753 - 6466 9lF OFCALIE� P '
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN PROPOSED EARTHEN BROW DITCH (SEE DETAIL) IMPORT 0 C.Y.*
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC. BELL (800) 422 -4133 OWNERS CERTIFICATE -- -
EXISTING ROAD IMPROVEMENTS �
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - (800) 422 -4133 1% * EARTHWORK
QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
GRADING. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PROPOSED DIRECTION OF DRAINAGE (1 %MIN.) ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE A8 HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING PROPOSED 2: 1
MAX. CUT / FILL SLOPE / FILL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ACTIVITY AND ADVISE OF THE COMPACTION
AND STABILITY OF THE SITE.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (619) 633 -2770 PROPOSED 12" X 12" AREA DRAIN
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PROPOSED 6" PVC DRAIN
PIPE ENVIRONMENTAL NOTES: _
INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED /G -3o -91 PROPOSED 4' X 6' RIP -RAP ENERGY DISSIPATER
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO SIGNATURE DATE 1. THE STEEPEST EXISTING SLOPE IN THE
GRADED AREA I5 15% PHASE 1 AND 50% PHASE 2.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. 1' DEEP, N0.3 BACKING, WITH FILTER FABRIC
(EXCLUDING AND EXISTING MAN MADE SLOPES) .
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER DANNIEL SHELLEY PN48F1 \\
OR A LICENSED LAND SURVEYOR. 905 OLIVECREST DRIVE PROPOSED GRADING PHASE LINE PH 2. THE MAXIMUM VERTICAL DEPTH
OF CUT IS 7' PH, 1. 5' PH. 2. AND THE MAXIMUM
OLIVENHAIN, CA 92024 PROPOSED PAD ELEVATION PAD = 65.0 VERTICAL HEIGHT OF FILL 4' PH, 1. 5 PH, 2.
7. THE CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL i - I
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE PROPOSED EARTHEN BERM (SEE DETAIL) ERM 3. A.) AVERAGE
DEPTH = VOLUME OF CUT (C.F.) - 1.15' PH. 1. & 2.04' PH.2.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND EROSION CONTROL MEESHEET2) EASEMENT NOTES - OF CUT AREA
OF CUT (S.F.)
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHUCK DUVIVIER O EXIST. 15' SEWER ESMT. TO CARDIFF SANITATION
B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.2' PH. 1.& 2.29' PH, 2.
AT 942 -8647. PER DOC. REC. 4 -23 -87 AS F/P 87- 221931. OF FILL AREA OF FILL (S.F.)
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) O EXIST. SEWER ESMT. TO CARDIFF SANITATION PER
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DOC. REC. 6 -1 -88 AS F/P 86- 258215.
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL O EXIST. WATER ESMT. TO OLIVENHAIN
MUN. WATER
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT DISTRICT REC. 6 -1 -88 PER DOC. 88- 258216. GRAPHIC SCALE 1 " =40'
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF qO PORTION OF 5TH STREET VACATED
BY THE CITY
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE TEMPORARY DEVICES WHEN RAIN IS IMMINENT. COUNCIL ON JUNE B. 1987.
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, O5 EXIST. 20' WATER ESMT. TO 0. M. W. D. PER DOC. 0 40
80 120 I
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED REC. 8 -8 -74 AS F/P 74-
214029.
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
ADVANCE BY CALLING (619) 633 -2770.
A. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES `? \
s ,
n �
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 5 4
° �
4 _ -. _
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE AFTER EACH RUN OFF PRODUCING RAINFALL. - T5 <* '_ -__ -_ ~,- -
- - __ -- - -, - LL,; -_:_ 3' MIN.
_.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE - r T _
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL LUP -: -PER U ND
-- _._ ✓ 68.0 IE •
-- -_ - T P �, � -
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO P, 7 0 " -" ' -
RIVATE URAINAOE -ESM . _ E.F�_ - - - - -- - - -- - - - -- - -- -
- - -- -'
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES _. - _' 6B.5 TS " �Q
OM T�EC•
OPERATION. WHICH MAY ARISE. gy FFECTED PIZOPEQ7T pE�re S�A/ q 68.7 - , - E
-
f �AICHO D
45AA A
E F �e 2
� - - � � . IE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE R _ 98'
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ` A 2 604 29 0
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. Q 96 2
7 `
PROVIDED STATING: "THE GRADING UNDER PERMIT N0. t "D
4749 -G HAS BEEN PERFORMED IN SUBSTANTIAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED -
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON GRADING PLAN SHALL BE INCORPORATED HEREON. ti s� 63.7 I i !
~ " &.0 N�1 41 31� E 07 XRR 1,
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE 1°b FL ( 1% 1% _ - BO I � iI
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY EX. SOGSE VAULT 4'
� 1% WHO CERTIFIES SUCH GRADING OPERATION. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK 0�i/ PROTECT IN PLAC � 0.3
T ' 4.7 DAY. 10 / T � j 69.3 IE , g 71.7 FL 76.0 12. ALL GRADING SHALL BE OBSERVED AND TESTED
BY A QUALIFIED rn 62 a L m HP SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE 9. ALL REMOVABLE
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE ° 61.8 IE I N 3 AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AT THE
END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %).
SILT m " y DI T C H
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. %/` I 3
� _ 3' (MIN.) EARTHEN, AT TOP OF CUT SLOPES
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF }- R PAD, ii WO I /
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE \I W i O) W
� P/ 76.2 awe r. NO SCALE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR W NDATIONS OF THE PUNCHED
STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 2
_ ti
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVAi10NS WERE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH IV ? � / `% I i PAD
72.6 \t �I m
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE I~ I EXIST. TREES'
72.4 cu I
ARE SUITABLE FOR THEIR INTENDED USE. OF CALIFORNIA DEPARTMENT OF CONSERVATION. 1 % TO BE REMOVED � 4 B B a T1.3
\
6 L I EXIST. PRIVATE RD. ESMT.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED a c 1 PER DOC. REC: 6-3 -BB
CO/VC
W EX. ,44H 1. .� y� ° �q � ` AS F/P 88- 265903
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING DECLARATION OF RESPONSIBLE CHARGE a 63.8 i2 1% . 8 1
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE ; f- �o� - _ -- 738 � FL z
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 1 3 a , \ _C- - 159..18 V
Q�
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE la ¢" > _ N
15 - - 47" E • _ 1T� ti_ _ _ w Sv
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE �T
INSTALLED. BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
1n 2
_ 31 21
CONSISTENT WITH CURRENT STANDARDS. 3B + 2 1
• � E A R T I"I R
M
SLO IV B E
14. ALL AREAS TO 8E FILLED SHALL BE PREPARED TO BE FILLED AND R EXIST Q" SEWER y �
_ _ 6 8.7 69.8 0
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 4 6� TREES 70 REMAIN
FL HP °
' FL HP AT TOP OF PES AS INDICATED
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A x �� y 68.8 EXIST
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF " 6�.P - - g / -f
I BY SYMBOL SHOWN IN LEGEND
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL MY RESPONSIBILITIES FOR PROJECT DESIGN. ZZ GYEATIIER SEgfR HP C
NO SCALE
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM FESSI ° FL s 43 \
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO PPO oN lzei S s ROAD 6 PA /N m ;r 1.
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 / / � lwC>
�� /Z Q`���E A' A I °0 ° "� ---_,, �
NE P CO, RCE 29577 DATE S Cv r r - "�" I F 1 12 "X 12" GRATE PER NOS
1223
PLACE
NTSPREADSHWATEREAND TH E COMPACT FILLSINNSTRICTTY TO P No. 29577 o m _ -- FL - 66. B " , 9
r OR APPROVED EQUAL
3 a I PAD
67.fl ��
ACCORDANCE WITH SPECIFICATIONS. w m ° co
PASC�O ENGNEERINO Exp. 03/31/99 � k` � � _ � � ��,- ti
a L
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 535 N . HWY 101, STE . A x �'! PAD = fir9
�, F
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SOLANA BEAC CA 920 5 CIVIC � o
SECTIONS. THE SLO OR EXCAVATIONS AND EMBANKMENTS qlF F ps' cc EXIST. STRL fflES 1 °," ;� Ar t -
1L
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE OF CAV 66'D
I a PAD =
-
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY T =�Q -\c ,. 1 6" PVC (SDR -35)
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 8TN °' �° - - �8E3 66.7 65.6 � I ` *,yl 1.5'
MI STORM DRAIN & FITTINGS
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE ST o 4O t, L 1' I ')
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED r
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN SMt:
ACCORDANCE WITH THE GRADING ORDINANCE. R EX PRVT. D. E I 6 I
C F 9
R IEW �Tiy REC.531 8Fg g 1 8 256477! 62 + 66 1 A -RAP PER LEGEND 9 oL
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL TA sr . D C
60 1 42 6 6 110.12' 1L ; 1.00% MIN. SLOPE m
F V
SHALL BE COLLECTED, PILED DR OTHERWISE DISPOSED OF OFF _ _ EXIST. PRIVATE RD. ESMT � m=u
N 15 THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT o `' - w N S°
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE Wo OAR yN a X S.D &E. E _T 58 ST. STRUCTURE 4T E
I 475.95'
Q = 1 28.09
za
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 4 O� L. Q C.1,. E IS G. SM EXIST . TREES EXI O co
AS F/P 88- 265902
PER DOC. REC. 6 -3 -BB ` DETAIL m `
c ^-
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND Q REC 10 -2 =48 IN BO K' 299 - - -_ TO REMAIN - BE REtdDVD
L, V Y" DRA
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. PAG 144 O.R. (N WIDTH $ C.) _ -
-
- -
Q _ � Jz , v - - d0 SCALE
(� O - --,amr , AC P �n
N WA FSIi� -�S9AP PEtR ROAD E' TY IC L,
Q AS BUILT I 2 JfNNIF - @ - _ - - -- -- .._ ---
� fR f APPROX, �Lf�t�;...pF EXIST >.� �p�.1�JlaTER MAIN _
EX. RD IMPROVEMENTS PER TPM 18483, 18494, 18579, & 18705
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VICINITY MAP _ sT m ..c
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/ T� v l / /"' ,, � /" 6 NO SCALE T w wmz
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WAYNE A.PASCO, RCE 29577
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REVISIONS APPROVED DATE REFERENCES DATE ]B Q; K SCALE CO �]E�][.opr oesMHS BY oa MHS ev cHewaP By APPR
OVALS (C= OF �+N� ° I[ ° a�S EN(��fEERWQp DEPARTMENT II�I�A1VYIIlTQ'n ®. w a
7 15 BL /LT F/N T0•0 CHISELED SQUARE ON RIM OF PLANS PREPARED UNDER THE SUPERVISION OF RECD E DED APP OVED
GRADING AND EROSION CONTROL PLAN FOR:
CONCRETE IRRIGATION PIPE. HORIZONAL 1° = 40' APP VED D e 29 �/, BY: e • BY: ° d Ull�ll7l L�L�I
4749
"
LOCATED 36' E. OF C.L. LAS BY: ` h ? „ � DATE:
MORROS & INTERSECTION OF mss/ -g (7C/hGp R.C.E. NO. 29577 DATE: ��'2l'9 DATE: 'L '� PM 15392 6 15393
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