2005-9343 G (Plans) GENERAL NOTES ROOF DRAIN PER WORK TO BE DONE LEGAL DESCRIPTION : LOTS 33 AND 34 of BLOCK 12 OF MA 1298.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE GRADING NOTES SEPARATE BUILDING PLANS
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A S.D.R.S.D. = SAN DIEGO REGIONAL
STANDARD DRAWINGS
A. P. N . : 261-094-40
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF QUALIFIED SOILS ENGINEER OR UNDER HIS/HER SITE ADDRESS :
2351 CAMBRIDGE AVE.
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA ITEM STD. DWG. SYMBOL
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE ENCINITAS, CA
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND OWNER/PERMITTEE
SCOTT LONGBALLA
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL PROPERTY LINE
2. THE SOILS REPORT TITLED PREPARED BY "ALLIED EARTH SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE 0.5' MIN, EXISTING CONTOURS E
STIMATED QUANTITIES
TECHNOLOGY" DATED SHALL BE CONSIDERED AS A JUNE 10, 2005 THE SUITABILITY OF ANY FILL MATERIAL. UPON --- 1G __
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE DIRECTION OF DRAINAGE
F.F. PER PLAN - CUT 500 C.Y.*
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR FINISH GRADE 2% MIN. FILL
0 C.Y.*
SPECIFICATIONS CONTAINED IN SAID REPORT. UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER - - �' PROP. RETAINING WALL C_4
EXPORT 500 C.Y.*
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE GRAVEL BAGS FOR EROSION CONTROL
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING c' 0000000
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED
NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE . • PROPOSED ZOELLER SUMP PUMP
❑ ON A THEORETICAL BASIS, ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE ACCEPTABLE FOR THEIR INTENDED USE. TWO 45 BENDS FACTORS).
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ` PROPOSED 6" PRIVATE DRAIN
® ENVIRONMENTAL NOTES:
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT
SITE GRADING. WATER PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE CL 30 OR 40 PVC DRAIN 3" PIPE 1. THE STEEPEST
EXISTING SLOPE IN THE GRADED AREA IS XX% (EXCLUDING NY
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 4x4x4 TEE 1% MIN. -
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING TO FINISHED WORK ON THE SITE AND SHALL TAKE 12"x12" AREA DRAIN ❑
EXISTING MAN MADE SLOPES).
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY 2. THE MAXIMUM
VERTICAL DEPTH OF CUT IS 6.5' AND THE MAXIMUM VERTICAL HEIGHT
SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE 3" DI PVC
OF FILL IS 0'.
PRIOR TO GRADING. AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. DRAINAGE LINE 6° TRENCH DRAIN W/ GRATE 3.(a)
AVERAGE DEPTH=VOLUME OF CUT (C.F.)=500 x 27
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE CONTRACTOR TO STUB OUT 4 DIA DRAIN LINE
AT ALL 5,000
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH ROOF DRAIN LOCATIONS ON ARCHITECTURAL PLANS.
EXTEND NEW A.C. BERM = 2.T
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND PIPE 1 ' ABOVE FINISH GRADE. ROOF DRAINS
TO HARD (b) AVERAGE DEPTH=VOLUME OF FILL (C.F.)= 0 x 2.
REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONNECT TO PRIVATE DRAINAGE LINE. CUT SLOPES O
SURVEYOR. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE ROOF DRAINAGE CONNECTION =O.
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS (P� BMP LANDSCAPE AREAS NOT TO MODIFIED
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL WITHOUT CITY PERMIT.
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" f SOILS
ENGINEER'S CERTIFICATE j
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 5.0' ROBERT CHAN,
P.E. A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIP ILLY DOING
REGULATIONS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, PROP. 6" PRIVATE DRAIN 5.0 BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF SPREAD, WATER, AND COMPACT THE FILL IN STRICT y (;FAj;) THE
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC ION BETWEEN
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL ACCORDANCE WITH SPECIFICATIONS. -- - --- _._ __ FF=170.33 THE
DATES 06/01/2005 AND 06/10/2005. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM
12"x12' AREA THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
NOT BE CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 2% FF=170.33 � PROP. 6" PRIVATE DRAIN 12"
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO STEM WALL PER DRAIN FURTHERMORE I HAVE REVIEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMME DATIONS IN
7: 30 A.M. NOR ID SATURDAYS, SUNDAYS AND CITY FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM PROP. RET. WALL PROP. RET.
WALL •' ' a•'r THE S EP.O OR TH JECT HAVE BEEN INCORPORATED IN THE GRADING PL
RECOGNIZED HOLIDAYS. CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND BUILDING PERMIT STEM WALL PER 2% 1 a ° Q
• o • N
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- " • • " _ SP FICATIONS.
GRADING MEETING HAS BEEN HELD ONSITE WITH THE EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS INSTALL MIRADRAIN 6000 BUILDING PERMIT
`LX, BROW DI1 C � QPpF�6SMb oe4o�R5 ��
FFL=161.33 e 4
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT DRAINAGE COMPOSITE ON --LX
FR T. W LL
AND ORDERLY CONDITION. ALL STONES, ROOTS, AND BASEMENT WALLS PER PAD=160.83 FFL=161.33 CL 2 AGGREGATE °_ �``oyag
�r No a
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR MANUFACTURERS
PERMITTEE. THE PRE-GRADE MEETING SHALL BE EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME SPECIFICATIONS PAD=160.83 INSTALL MIRADRAIN
6000 BASE .�? ' No.0-2461 c Fal! _ Of
\ yay z
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN DRAINAGE COMPOSITE ON V�� ROB T CH/ P.E,:'°
'' EM.92131/0 tti ` c�L
ADVANCE BY CALLING (760) 633-2770. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO AC ORDANOCE WITHSTOEEGRADANG ORDINANCE. IN SECTION B- B (619)
447-4747 * (858) 541-0225 of
BASEMENT WALLS PER 24' A D EARTH HNOLOGY y> t
MANUFACTURERS �OF
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE NO SCALE SECTION A-A SPECIFICATIONS
» »
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE NO �� DETAIL
A
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO R NO SCALE
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND NOTIFICATIONS
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AC. BERM 1. THE EXISTING LOCATION OF UNDERGROUND UTILITY
PIPES AND STRUCTUR S SHOWN ON
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
REGARDS TO THE HAULING OPERATION. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE A
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING = r "' :j 4 „ RETAINING WALL NOTE:
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO HE THE
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER NEW ASPHALT S(qo RET. WALL 9 BEST OF OUR KNOWLEGDE THEIR ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. AREA F 1r 3' FORCE MAIN TOP &
BOTTOM OF WALL ELEVATIONS DENOTED HEREON REFLECT RETAINING SEGMENTS OF WALL, I.E. THESE PLANS, HOWEVER:
FINAL RELEASE OF SECURITY, AN AS-GRADED :•.
FINISH GRADES ON ADJOINING SIDES. FOOTING ELEVATIONS ARE TO BE PER FIELD CONDITIONS OF THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES T PROTECT
CERTIFICATION SHALL BE PROVIDED STATING: "THE R 6' SOILS ENGINEER. TOP OF WALL ELEVATIONS DO NOT REFLECT SAFETY RAILINGS
OR FREE STANDING ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
PORTIONS FOR AESTHETIC PURPOSES. CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES
GRADING UNDER PERMIT NO. 9343-G HAS BEEN + PROP. CURB
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE NOTE: OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION
AND LOCATION OF
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SECTION C- C
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED NO SCALE DETAIL »B1� ALL ONSITE DRAINAGE PRIVATE & TO BE PRIVATELY MAINTAINED.
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
NO SCALE SEWER (760) 633-2770
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO GAS & ELECTRIC 1 (800) 422-4133
CERTIFIES SUCH GRADING OPERATION. I - ✓1� 1j % �- WATER (800) 422-4133
_�? '� w"
F TELEPHONE 1 (800) 422-4133
f f ` ' 12"x12" AREA DRAIN .... CABLE TV 1 (800) 422-4133
EROSION CONTROL / B 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
I jf m -i m m �_..�
_ \ t BEGINNING ANY WORK ON THIS PROJECT.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT I g g 3. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR INSPEC VON. PHONE:
SCOTT LONGBALLA AT (619) 339-9545, 24 HOURS A DAY. tt�IN59'30'32"E"= ROP. RET. WAL (760) 633-2770.
ALL WORK PERFORMED WITHOUT BENFIT OF INSPECTION ILL BE
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE I T rn �" s o a, o i�� _`y rn �1 W TW170.0 W170.0
T+N170 T 170.0 , SUBJECT TO REJECTION AND REMOVAL.
MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON - BW167.3 o B gl BW167 `- . _- BW167.0
a
(OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS - " 98.93' -- ~-
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT c / � ,.
. STATEMENT OF ENGINEER OF WORK
p CL 30 PVC DRAIN 3" IPE~I fir' o
CONVENIENT LOCATIONS TO FACILITATE RAPID C �� �
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY ENGINEER SHALL M
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS I LANreR COMPLY WITH GENERALLY ACCEPTED STANDARDS AND PRACTICES
OF THE ENGINEER'S
IMMINENT. rn P�reo ,,-` a; 167.0 , ., 9 ±�.�
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR 1 s�PE 11662
o LGI666 TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PRFORMED U
MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING �� ' Wit, '� oo DALCONY o DRAIN TO WYDROMATIC
INSPECTOR. f € n �� n� ® o ' I _ SKV40 MODEL SUMP HEREIN SHALL BE ACCORDANCE WITH THE RULES
AND REGULATIONS REQUIRED BY THE 1n
§- a I! li PUMP; OR EQUAL II`, CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK
OR REVIEW
a _
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL j �� rn rn r' � p �� PROP. D o 2�a'
PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTI Y FOR THE
Zf
_d
PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
DEVICES IN WORKING ORDER TO THE SATISFACTION OF THE . z0'- ,^� n ° w ° �� � 163---- n I z s �- "
n 1 �� ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS 0 DESIGN,
CITY ENGINEER AFTER EACH RUN-OFF PRODUCING y , z E o w I n
RAINFALL. M rn r .. T rn o v w w a m =
GNP n o v m z _ h AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR
THE w
01 N g�RM�N� }., < r" o Z III ° PLANS OR DESIGN OF IMPROVEMENTS BASED
THEREON. THE ENGINEER AGREES TO ¢
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
z c mm W v \`\ �2»x12" AREA DRAIN o II v_ INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS
AND ITS OFFICERS, AGENTS, -b
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY - SEE DETAIL "A" ON THIS SH T)_ o '. AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY AFciSING SOLE Y FROM THE f
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR o " J
o �' ➢� '1mm , ? „ NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS HER AGENTS
OR F a 7;
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. o s ➢� rr ➢� m ? - �- - - o _ 6 x9 x4' THICK C°
/
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE o N m rn m _ p ^' SPLASH BLOCK EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
1 EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
S
-i N L --� G c3` 70 .., _ \ 4 7
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS = z r^ ? y,. �_ D ° (SEE DETAIL "B"o - d
�$
ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS = o z v D p r c N ) o F - VJ
F; 0 THIS SHEET
CONDITION. _ N SSE F� \O r Z � ➢ f_. Punreo o �_ II ., l-., _..._ 2.3
% 2U '. pROFESSO�I
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE p ar s5a� < o . o ,i 7 eI TO1 �� y
APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. z y 20 oo �w,�+-_ 1m PROP. D/W //,
SITE II w f w6-_ f 1 rn Ic9 9 9 f ✓�f�fG� ,t� No. 22139 P
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST -
DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION o Z I eALCOnn a 1� LT 1 Exp. 9-30-o5
1�
OF EACH WORK DAY. r G 8L � V1 V coNCR�E D p o 1 0 A REGISTRATION EXPRRESRC9-30 32005 C1
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN ➢ OV \N I WALK -{ 9T vl
I i .-' - PLANTER m � FOFCAUF�(L
PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE U
o� as CL 30 PVC RAIN 3" PIPE ERAS C
(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY --- ry :IO OWN CERTIFICATE
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE V�I�i�N�N MAP I
n+ N, IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PL NS.
REMOVED AFTER EACH RAINFALL. ;<r ;: a e p n N59°30'32"E - T' Fn
NOT TO SCALE . - ..._
10. SHOULD GERMINATION OF HYDRO-SEEDED SLOPES FAIL TO E TLL �. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A REGISTERED CIVIL
YY 2 c z
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% J� z ° oo rn �o �.._.-- c� ENGINEER MAKE
SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH
COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE c ' n, j c v D �� s o
STABILIZED WITH PUNCHED STRAW INSTALLED IN ( ro o v v o m r Z THE CITY ENGINEER DETERMINES ARE
NECESSARY FOR AND DESIRABLE FOR THE PROPER
ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND �_ z` fl COMPLETION OF THE IMPROVEMENTS.
SEDIMENT CONTROL HANDBOOK OF THE STATE OF �� '` 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN OR
CALIFORNIA DEPARTMENT OF CONSERVATION. p L✓ { i m A. P . N . 261 - 094- 39 `� ��' � . '� 0
ooe3 1 WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE F THE
COMPA TION AND STABILITY 0 THE SITE.
O cJ 10 ZO 30 40 50 SCOTT LONGBALLA D TE
ii _ i PLANNING AND BUILDING D T. PARKS AND RECREATION DEPT. ENCINITAS FIRS C9EPARTMENT As �� ,
SCALE: 1 - 10' SAN DIEGUITO WATER DISTRICT PUBLIC WORKS DEPARTMENT
APP r!11) APPROV //� APPROVED
Ill `r�✓ REVI AP s _ ` �<
Date n��1� BY N ~ BY BY 5 Z o
GRAPHIC SCALE q Date _ _o- B ������., W� ► kc� -'s . sc, )
D 4 -- p Date �J SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED Date -Z-8-0S CONSTRUCTION RECORD REFERENCES
B REVISIONS Date App'd BENCH MARK SCALE Office Designed By Drawn By Checked B
Contractor Za3�F SCRIPTION: RIM EXISTING SEWER MANHOLE RA. RA WTS Recommended Approved CITY OF ENCINITAS ENGINEERING
DEPARTMENT Drawing
Inspector f�� Qn LOCATION: INTERSECTION CAMBRIDGE AVE Horizontal i ` By S OS /> L No
P Field Pla s re ed Undef� rvision Of=in& DUBLIN ST. - Traffic Date B Date