1994-8004 G (Plans) WORK TO BE DONE: LEGEND
GRADING
A. GEEEMAL. C. QZ&DXM SOILS ENGMIEER'S CERTIFICATE ITEM STD. DM. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT -AND TEST iTHE I, DEN/V1S
Aftfifffaft REGISTERED CIVIL ENGINEER IN THE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
STATE OF , PRINCIPALLY DOING BUSINESS IN THE FIELD OF CUT $LOPE (21 MAX.) -
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED APPLIED
SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF (DiAMID z EXISTMM)
WAS MADE BY ME OR WITHIN THIS SITE
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON THE SOIL CONDITIONS PREVALENT AND FILL SLOPE (2:1 MAX .) - ---- -- ------ - - - - -- y F /LL 2� /
REQUEST FOR INSPECTION. GggO /NG PLsJN COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS UNDER MY DIRECTION BETWEEN THE DATES -
- -
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ONE COMPLETE COPY OF THE SOILS REPORT FROM ITN SD ,
2. THE SOILS REPORT TITLED X700 NO. 94 - PREPARED BY W 9T R OPINION, ALL EMBANKMENTS AND EXCAVATIONS NEEE CONSTRUCTED IN
WITH MY RECOMMENDATIONS, HAS EEEN SUBMITTED TO THE OFFICE OF THE PROPERTY LINE - - - - - - - - - - - -- - -- --
-- -
$0 /4 f FWD. CA16, DATED 4 -Z7- 94 SHALL BE CONSIDERED AS A PART OF IS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
CITY ENGINEER. FURTHERMORE, I RAVE REVIEWED THESE GRADING PLANS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. AND CERTIFY THAT
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT EASEMENT LM -- '---- --- - -- - - -- --
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
�c�E. ZIAr,�,A
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SPECIFICATIONS. _ = EXISTING CONTOUR ----------
- - - - --
3. (APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
Ti
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
p No.CE266T6 rn
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SMALL TAKE REMEDIAL MEASURES TO SIGNED:
DATE: i -20 -94- Fow CONTOUR- ---- --- - - - - - -- - - -- 95
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.: EXP. DATE -21-16 CIVL EXISTING
GRADE- - ----------- - - - - -- /28.G7�
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED.
FNSN GRADE -------------- - - - - --
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
DRANwaE 61AIALE (MIN. 6" DEEP) ^- - - - - -- -� -� -�
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLARATION OF RESPONSIBLE CHARGE DWLITE LINE---------------
- - - - -- -+�-
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE I
HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, EARTWN SERA (e TOP OF SLOPE) --- - -_ -__
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
THAT Z HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AM PROFESSIONS
P.C.C. COW. COTCH ----- (D -75) -- - - - -__ C=* G�
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS EARTHM IW111M (PIM DETAL) `'WV-
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL DE SHAPED, PLANTED AND TRIMMED BY
THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR PROJECT
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR DESIGN. STMT NAM S1M/ _ -- - (DG -13) - - - -
- - - +
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
�pFESS/ CURS INLET --
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. LOGAN ENGINEERING
yP E
RECOGNIZED HOLIDAYS • 120 BIRNIV41M DRIVE SUITE 110 + COW. LIDO -- -- -' - - - (a -6,1' )o - -- -- - - - �
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL CARDIFF E SEA CA 92007 C39726 m
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
619/94 - 8474 `"
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
. 1231 97 CULVERT PIPE ( 16 „ R.C.P.) - - - - ---- -- -
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
!'/ �r
AND PERMITTER. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SMALL fE SECURED FROM THE SOILS ENGINEER BY'
DATE: /c - I�41 µ�
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 4AI'
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY RCE NO.: ? f - (77.�j EXP. DATE /Z � 7
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. "ALL SLOPES SHALL BE PL.ANTSD AND IRRIGATED IN ACCORDANCE WITH
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL PLANS APPROVED BY THE CITY ENGINEER. PLANS SHAW. CONFORM TO THE
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
REGARDS TO THE HAULING OPERATION. IRRIGATION STANDARDS.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY OWNER'S CERTIFICATE
OWNER PERNHTTEE•
AN AS -GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
UNDER PER MIT NO. 6004- HAS BEEN PERFORMED IN SUBSTANTIAL W11 c iqM e. evCK rfvS'EE
CONFORMANCE WITH ATTACHED AS- GRADEDD T H E
LAN ". THIS STTATEMENT SHALLRBE AS FOLLOWED BY THE E' EIOfIOE COIITEOL ( HEREBY
OR WILL BE TO S ENGINEER OR
ALL GRADING ACTIVITY C/o 770 /WXNO JUVU A /fQ
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FR60 REW AND ADVISE
ON THE COMPACTION AND STABILITY OF THE SITE 0[ 1VE N/V44 1N, C4 91014
OPERATION. AT 703-GL22 (6/9- 796-W3 09 763 -6fff)
D. EO'1'IfICATIOE/ 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE DATE:
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON ( OCTOOER / 7V .
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND APRIL /5)ALL NECE95ARY M4TER/ s $HALL OE 9TOCKP /LEG ON 91TE av W /LLIAA4
6. BUCK 7R4 SI ADOMS
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 01 OCTOBER 1 AT CGWVEA/ /ENT LOCATIONS TCJ FACILITATE R4P 10 4W97MC-
` 1
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO T /ON DF rCUPORARY OEVICE5 W�/EN RAIN /6 EM/NEMT.
API : 464 - 171 - Q7 TW/ Of
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: J AW cdw4ff� CALLS &4vw
3. DEVICES SHOWN ON PLANS SHALL NOT DE MOVED OR MODIFIED WITH OUT
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THE APPROVAL OF THE ENGINEERING INSPECTOR. C"Z 4AeP "'E"
Jr.) Me
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK RAMCN
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO ERLY
TS R= OWIFICATION
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
��� Ti�k
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL. I CERTIFY T THE PRI ATE
ROAD IMPROVEMENTS AS SHOWN ON THIS C
NOTIFICATION OF COMMENCEMENT OF WORK. PLAN SATIS 3 THE REMENTS AS STATED IN THE FINAL NOTICE OF
�s �j t�3! 4 DF
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL APPROVAL TPM 184 AND THE STANDARDS FOR PRIVATE STREETS.
A. SEWERS - CARDIFF SAN /TAT /ON 0 /:ITR /CT- 183 -Z MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
B. GAS i ELECTRIC - 800/422 -4133 GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE PM /SG/J, RECQ •y/tS/
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
C. WATER - 0L /V6Nf/AIN M.WO. - 733 -644WG PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DOUGLAS E. LOGAN, R.C.E. 39724
EXP. 12/31/97 DATE
WATERS CREATE A HAZARDOUS CONDITION.
D. TELEPHONE - 800/422 -4133 - PACIFIC BELL
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING REVIEWED FOR CONFORMANCE N TM PRIVATE STREET STANDARDS:
E. CABLE TV - 80014tt- 4133 - O4INIE1 5 CAB1EV 15 10N PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM BY
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 DATE
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (401). SILT AND OTHER DEBRIS SHALL
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. BE REMOVED AFTER EACH RAINFALL. CALL( SAW 0TAMI
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE µLEAW(,NIj
EFFECTIVE COVERAGE OF GRADED SLOPES (901 COVERAGE) PRIOR TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW aILE UNGIAKA
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
CONSERVATION.
�� tM [ AIAfCN ABIID
ENVIRONMENTAL DATA: ZAL'AIY ��,� ` E� r-- E•��T>
EARTHWORK: �
�
LLJ
�
1) Steepest Existing Natural Slope On -Site = 171 2 1 1 �
CUT= 4325 C.Y.
2) Maximwn Vertical Depth of Cut = /!' FILL_ 4 325 C.Y. � , z
O
3) Maximum Vertical D epth of Fill = 7/ IMPORT /EXPORT -O- C.Y. EMCWTAS FIRE PROTECTION DISTRICT .��� �� V)
4) Average Depth of Cut - Z . G 7' EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND
+ w V Z
ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL �/ C
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR Ls -��'� T i 2J -D4 TH. SM. Z_ Z
5) Average Depth of Fill = 2.50' SWELLING FACTORS.
A►MOVED BY: DATE: 140 scme c) �
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT AIDIDI 11ALS CITY COF EENOWSTAS ENGINEERI
NG D E P A R T ME NT DRAWING NO . W 0-
0-
a
O -X75 CN19 ..7vP,VOWL. W /TN 5TEEL PLAN REPAR UNDER SUPERVISION OF RECOMMEµ D A OV GRADING AND PRfVATE
IMPROVEMENTS FOR
FNC. Po31r $AY Cp(' rNT. EL CAM. DEL MaCTE �/ p
�R ,4t7 54)V T4 FE RO. -23'W R/ /a S�4M7A HORIZONTAL /� /� 9 DATE : 1e 8Y: ^' BY: C ALLE SERFNA
8004 -0
FE E GO'5, EL 44M. OEL VAP7E ¢, APPROVED BY: DATE: R.C.E. NO.: 39M
EL. //9.47G VERTICAL EXP >Z /ZU� DATE: •2 DATE: M'� COLE RANCH ROAD sMEET Qf
ENGI EER WORK PROJECT N CITY OF ENCMTA& TPM 16455 /PM 15615
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f. JUTE MATTING, HYDROSEED /NG, OR P ti
APPROVED EOU /V
ALENT TO BE INSTALLED /"` 1 p 4 \ ,1 — - -_ _ cry_ 1�
ON ALL EXPOSED SLOPES.
2 TOPS OF ALL SLOPES TO BE DIKED OR ol
TRENCHED TO PREVENT WATER FROM
FLOWING OVER THE CRESTS OF SLOPES� ��t 3; ASR
_ v
-- _ - --
HYDROSEED ?!IX SHALL BE AS FOLLOWS: ` �� 0'
2,000 LBS /AC. MINIMUM WOOD FIBER MULCH — — — —
1,000 LBS / AC MINIMUM AMMONIUM PHOSPHATE SULFATE J � Z
SULFUR)
) (16 -20 -0 W 15% !
Xj - 1 4G p - - - -- — _
20 LBS /AC. MINIMUM FESCUE, "ZORRO" AV 6 W i ` Zi. 7 '
r A l 73 _
20 LBS /AC. MINIMUM ROSE CLOVER \ / O?4 /N P -��� �� ���
W W N
C EASEMENT F R PY/ ruc NWY �' EX /6T 8 0. . , E. ESMT• I a'W /GLJ f 1; Z
"E D) ;� / REC'O. 3 -3- 6 GS F/P , ,00 Z-74177820 J L Ld
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F/N/SAI 6RA06
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NOT TO SCALE � � ,
L Z C) REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE 0MMUNITY
DEVELOPMENT APPROVALS CITY OF ENCINITAS E N G I N E E R I N G DE P A R T M E N T DRAWING NO. w <
00 -0073 CN /S. 64V 70PHDWI.W 1711 5TLE4 SEE SHEET J P PREP ED UNDER SUPERVISION OF RECOM EN ED AP OVE
GRADING/DRAINAGE AND EROSION CONTROL PLAN FOR
FA/C. POST- $W 00,? Mr EL 6W DEL A/0 ,� , /
RH O. 541VUFERa- 23'W.)NO.SANTA HORIZONTAL > - 20 DATE :l o - BY: BY: CALLE SERENA HOMESITES
8004 -G
F6 60',5. EL CAM. 06Z NORTE IF. _ R.C.E. NO.: 39726 DATE: Co -20-914 DATE: 10 - "
VERTICAL EN EER
E[. //9.476 04TUM: U.S. C.1 0 S DOUGLAS E. LOGAN EXP. 12/37/9 WORK PROJECT NO. CITY OF ENCINITAS: TPM 18455/PM
15615 SHEET 2 OF 4
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11. POWER SOURCES AND RUNS 6l/RFACE PER ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE SERVING
STREET LIGHTS SHALL BE SHOWN UTILITY 6ASEMEiI/T COA170O'5 01 F /N /5H P l
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LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASE- /2' /Z' _ I YP /CAL SECT/
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15• THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE .5ECT /01.'MIAIJ "q. C. ON (o" pl " I CONSTRUCT
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53.25 ( "E T.)=
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO. w Q i
0C_ 0073 C#15 SQ. TOP HOWL.W ?N 576& SEE '31VEE7 / PL NS PREPA UNDER SUPERVISION A / OF RECOMMENDED , O 1
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ENGINEER WORK PROJECT NO. CITY OF ENCINITAS: TPM 18455/PM 15615 3 4
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REVISIONS APPROVED DATE REFERENCES DATE E3ENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF= ENCINITAS
ENGINEERING DEPARTMENT DRAWING N0. w Q [
OC -0073 C915. _;Q. 1 NDWL. WITU STEU SEE SHEET 1 P PREP D UNDER SUPERVISION OF RECOMME DED AP OV IMPROVEMENT
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GO' 5• EL CAMINO Dec. NXT (F-. VERTICAL NO.: 39726 10 -Zo -to DATE:
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ENGI EER EXP 12/31/97 WORK PROJECT No. CITY OF ENCINITAS: TPM 18455/PM 15615 SHEET 4 0� 4
EL. 119.41(o nQTUM: USC. � Q5• DOUGLAS E. LOGAN