2011-10979 G (Plans) a
R T OF WAY NOTE EROSION CONTROL W 1. N CASE EMERGENCY WORK IS REQUIRED, CONTACT
KYLE MUSELLA OWNER & PERMITTEE: EARTHWORK
0 R IS TO OBTAIN I CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 AT (760)-815-1818 24 HOURS A DAY. MATTHEW
& CYNTHIA MUSELLA STEEPEST EXISTING NATURAL SLOPE ON-SITE = 6 H: 1 V WOODWIND DR. o
HO S PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN KYLE MUSELLA MAXIMUM
VERTICAL DEPTH OF CUT = 5-FT.
1 N OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING 2321 LAGOON VIEW DR. 5 i
OW R 0 KNOW WHERE HIS HER PROPERTY LINE IS. MAXIMUM VERTICAL DEPTH OF FILL =
/ THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED CARDIFF, CA 92007 4-FT.
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF (760)-815-1818 CUT = 400 C.Y.
FILL = 400 C.Y. v VIA DEL v
D NAGE NOTE TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. •REMEDIAL = 400 C.Y. o
r
SITE LOCATION: ENCINITAS E ENITAS A
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
THE APPROVAL OF THE gLVD.
DR N WAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN ENGINEERING INSPECTOR.
AP ROAD DRAINAGE FACILITY. APN: 259-231 -81 a u
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE IMPERVIOUS AREA a
SIT Z
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. AVENIDA ESPERANZA
ENCINITAS, CA 92024 a
U 'IL TY NOTE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY IMPERVIOUS AREA AFTER CONSTRUCTION:
4.900 SQFT RANCHO SANTA FE w
ALL UTI ITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
INCREASE IN IMPERVIOUS AREA: 4.900 SQFT
WHICH MAY ARISE. LEGAL DESCRIPTION:
G N RAL NOTES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT IMPERVIOUS AREA REPLACED: 0
SQFT
PARCEL 1 OF P.M. 18677
1. LL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
UNSAFE.
UB IC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE
ND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM INCORPORATED HEREON. OWNERS CERTIFICATE VICINI
TY MAP
'HALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
I '(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR T.B. PG. 1167-J1
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT N
2. qHE' SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION - PROPOSED S.F.R. GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO SUPERVISE OVER
VE IDA ESPERANZA° PREPARED BY EAST COUNTY SOIL CONSULTATION & ENGINEERING INC. THE, CONCLUSION OF EACH WORK DAY. ALL GRADING ACTIVITY
AND ADVISE ON THE COMPACTION AND
A ' D 09-01-2011, PROJECT# 11-1147J7 SHALL BE CONSIDERED AS A PART OF THIS GRADING 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
AT THE END OF EACH WORKING STABILITY OF THE SITE. WORK TO BE DONE
LA . ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND DAY WHEN THE FIVE 5 THE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
PE IFICATIONS CONTAINED IN SAID REPORT. O DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS
OF THESE PLANS AND
STANDARD DRAWINGS:
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR SIGNATURE: DATE:�O
SAS MENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. NOTIFICATIONS MATTHEW MUSELLA I STANDARD SPECIFICATIONS
4. Ni PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
THESE 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
(2000 EDITION).
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
5. 0 FRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER: THE CONTRACTOR SIGNATURE: DATE: _j 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
R ERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ANY EXISTING UTILITIES OR CYNTHIA USE A CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," 1996
R ; EPAIRED TO CONDITION EXISTING PRIOR TO GRADING. STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR EDITION).
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK:
�� ,
R DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A A. SEWERS - CSD - 811 SIGNATURE: DATE:
Z.(o 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS-APRIL 2006.
ICE SED LAND SURVEYOR. B. GAS & ELECTRIC - SDGE - 811 KYLE 'MUSELLA STANDARD DRAWINGS
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 811
7. i THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING D. TELEPHONE - SBC BELL - 811
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-APRIL 2006.
EXIST. 10X15' WATER
HO '
ING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL E. CABLE TV - COX COMMUNICATIONS - 811 AF TY AND HEALTH
STANDARDS, LAWS AND REGULATIONS. LINE EASEMENT 2. STATE OF CALIFORNIA STANDARD PLANS-MAY 2006.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
8. RAII ING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN ON THIS PROJECT. PHONE: (760)-633-2770.
DESCRIPTION STD DWG SYMBOL
CC PANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7: 30 A.M. NOR ON ( ) EXIST. 40' PRIVATE ROA EXIST.
OM WD EASEMENT
AT RDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AND SDG&E EASEMENT EXIST. EASEMENT. . . .. .. .. . . . . . ..
.. .. . . . . . . . . . .. .. .. . . .. . . . . . .. . .
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- FOR R.O.W. AND UTILITIES
EXIST. PARCEL MAP BOUNDARY . . . . . . . . . . . . .. .. .. .. ..
.. . . -
9. 0 RADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN HELD 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL
BE SUBJECT TO REJECTION 7227 51° 190.94'
NSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, AND REMOVAL ;4 I �h � fjt EXIST.
FENCENLINE . . .. .. .. .. .. .. .. .. .. .. .. .. .. .
RA DING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH I�tija� II n
HE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. SOILS ENGINEERS CERTIFICATE �� ;�i`
= r � iI
EXIST. CONTOURS . . . .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. . . . X110 -
EXIST. 6'X15' PRIVATE / L r a
1, 41N l�-OyA 1441 A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA �V,
10. -RI OR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN PRINCIPALLY DOING BUSINESS 'IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A WATER LINE EASEMENT x J
`�� ,,'�'� o o Wt I f PROP. RETAINING WALL. .. .. .. .. . . . . . .. ..C-5. ... .. . _ .. _ .. . .
HIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
OR THE PROPOSED HAUL ROUTE. THE SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR EXIST. 5'
PRIVATE WATER
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND ✓ �� 41U . / .
UNDER MY DIRECTION ONo"Z*ZWKVZ229l1 Zy// AND FOR AN UPDATE ON �2 r v PROP. STRUCTURAL DRIVEWAY. . . . . .. o
EQ IREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. • LINE EASEMENT '' f'' o i,l l o
/ (SEE SHT. 2)
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY o�„ l a_O ��ti / q,/ ( 4
11. PON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER. FURTHERMORE, I ° '; ,. 1�. �� / ,✓ i ° o0
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY+THAT THE RECOMMENDATIONS INCLUDED IN 3z�" � a /
PP' OVAL AND/OR FINAL RELEASE OF SECURITY AN "AS GRADED CERTIFICATION" SHALL BE .M� / ti6F 04 PROP.
CONTOURS . .. . . . . . . . . . .. . . . . . . . . .. . .. . . . . . . . .. .. .. . -- 110 -
THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INC�PORATED IN THE GRADING PLANS AND I ( i ROP.. ///
RO IDED STATING: "THE GRADING UNDER PERMIT 10979-G HAS BEEN PERFORMED IN SUBSTANTIAL SPECIFICATIONS. p EXIST. 40' PRIVATE ROAD 1
if )ECK' IN
ON ORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED A Y AND SDG&E EASEMENT o ft ' f
f' PROP. SPOT ELEVATIONS . . .. .. .. .. .. . . . .. . . . 68.0 F
I„�
o o PROP.
H THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER SIGNED: a PM r h t o
BIO-RETENT. ( I 4° PVC/ABS DRAIN PIPE. . .. . .. . .. .. . . . . . . . . .. .. .. .. - j- - �-
HO CERTIFIES SUCH GRADING OPERATION. 'to I I� -
00 fir' C a o BASIN 1.
RCE NO.: RCE 54071, GE 2704 [�°� / },' 0 12" SQ. AREA DRAIN. . .. . . .. . .. .. .. .. .. .. . . . .
.. .. . . .. . . . . . . . - -
12. LL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
IRE TION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS EXP. DATE: 1I-o4-,. OU 1y.-a1'n w `
f, rr
J , r)L m P.C.C. BROW DITCH. .. . .. .. .. .. . . . . .. .. .. D-75... .. . .
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED �t.s�- N 72'2750" W 190.92'] l a
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING JOB #: 11-1147J7 7. \ i
PE ATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS j JI I ( I DIRECTION
OF DRAINAGE . .. .. . . . .. . . . . . . .. .. . . . . .. . . . _ . . .
�r ( j EXISTT. w DI
UP RVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR COMPANY: EAST COUNTY SOIL CONSULTATION & ENGIN 1~ n I
ff ( i I!10' SEWER r_
THEIR INTENDED USE. ADDRESS: 10925 HARTLEY ROAD. "I" SANTEE, CA. 92071 „ (IV � , � i EASEM T� "' RIP-RAP
D-40
PHONE: (619)258-7901 z w I � ''I ,
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
RAINAGE AND PREVENT PONDING OF WATER. Hi SHALL CONTROL SURFACE WATER AND AVOID EXIST. 10' PUBLIC 1 v Ntl
AM GE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL STATEMENT OF ENGINEER OF WORK SEWER EASEMENT
- -- t j` r I I \ ( z BIO-RETENTION BASIN. .. .. .. ... .. .(DETAIL SHT. 2)
EA URE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT r °1� E ` .{ I
I • STORM WATER IMP: NOT TO BE
r` AP
RA'INAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
--- - _� - { ,/ N 259-231-82 }fI a �, � `1 � �•�..,� ALTERED WITHOUT CITY PERMIT
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE Q su LIJto I - r / NOT A PART rn
��! ( o
14. LL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN ri _�- "' ✓ i �, ,N,
CW RDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE
CITY OF ENCINITAS TO THE
A RIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER
AGREES THAT ANY
I LACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS
CAPACITY AS A PUBLIC
Rd' ND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF p V�V� wI
OM ACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PLANS OR DESIGN AND IT / I I /' tj } ,._._.. . :2i
LA E, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF RC�C �197Z�j . �.3�°13 I EXIST. 20' UTILITY ''1 't i+ I SHEET INDEX 0
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE - - -- EASEMENT TO OMWD ti__
15. UT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR 1 p
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED BODILY INJURY ARISIN SOLELY OM THE NEGLIGENT ACTS, ERRORS,
OR OMISSIONS OF THE
Ld
LA TED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ENGINEER AND HIS/H AGENTS R EMPLOYEES ACTING WITHIN
THE COURSE AND SCOPE OF SUCH SHEET 1 COVER SHEET CD CC)
RD RLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR AGENCY AND EMPLOY T AND ISING OUT OF THE WORK PERFORMED
BY THE ENGINEER. z 0:�
MB NKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED - SHEET 2 GRADING PLAN!
� (d
F. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING { 4 � N 72 27 49 W 190.89'
L`-I CD
RD NANCE. SIGNATURE: DATE: '�I ERPETUAL EASEMENT IN SHEET 3 EROSION CONTROL PLAN & NOTES z O
D GLAS E. LOGAN OFESS� � y FAVOR OF RINCON PLAZA, LLC N CD C
16.
ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR eR °� � o„>� Z
o 40 20 0 40 80
TH RWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT COMPANY: RANCHO COASTAL ENGINEERING. INC. e`` �� E. <
F p� W
AV BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. ADDRESS: 1635 S. RANCHO SANTA FE RD., STE. 206 d�0
% ti- ENGINEERING & SURVEYING
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY PHONE NUMBER: 760-510-3152 w o c 3s�2s 9i m SINGLB
SOURCB DBVBLOFMBNT CONSULTANT SITE MAP SCALE IN FEET Q
NGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. RCE EXPIRES: 12/31/2011 z
* * 1635 S. RANCHO SANTA FE #206 SCALE: 1"=40' SCALE: 1" = 40' (n w
s P SAN MARCOS, CA. 92078 Q�
17, HE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST Tqr CIVIL °
BMPPROJECTSTATUS �
ANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR F OF CA tF (760) 510-3152 Ph / (760) 510-3153 Fax
U
IT IN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE ENCINITAS FIRE DEPARTMENT o
Ln CIIII
UR NG CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION
O.M,W,D, Ln
IST RBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA
TH AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY Z
I
EO ROTIEOCTED IN HPLACE..UEVEN I F APPROVED IMPROVOEM NTS A E INB CONE ICCTBWITHE AO CITY TR E, IT / /f STANDARD
PROJECT
U5 NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. Lij�
0
AT SIG w / AJ/ SIG /O A SIG DATE SIGN + DATE Q 0
z�
CHAN N . DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BMW BY: cHECKDEL BY: ENGINEERING DEPARTMENT
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES IMPARTMEN DRAWING NO. o
E ZE �t DESCRIPTION: STANDARD STREET WELL MONUMENT IN AV
DER SUPERVISION OF RECOMMENDED; AP GRADING PLAN FOR: Z
�� �� Z CENTERLINE OF ENCINITAS BLVD. - / Lv
PT, * 1029. STATION NAME: ENC-29 HORIZONTAL: 1"=40' DATE: / - � �� Ni•/�/( ,, L MUSELLA RESIDENCE
10979- G z z
LOCATION: C NT R IN OF ENCINITAS BLVD 00' ASTER Y O
OF INTERSECTION WITH WILLOW SPRING DR. AVENIDA ESPERANZA
VERTICAL: N A R.C.E. N0. 39726 MASIH MAHER L CE A. WATT PUeUC 7KS DIRECTOR
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK EN EER 111- 19 -1111 /t �� � It W
O_
ELEVATION: 218.103' DATUM: NAVn RR DOUGLAS E. LOGAN EXP. 12-31-11 DATE DATE APN: 259-231 -81
SHEET 1 OF 3
Z:\Projects\7118 - MuseIIa\7118-SG01.dwg Oct 22, 2011 11'43am
Xrefs: 7118-SG00; 7118-TOPO; 7118-MAP
I
i
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ca
n
w �
0 N DEEP ROOTED, DENSE, DROUGHT
Cn x TOLERANT PLANTING SUITABLE
Id a FOR WELL DRAINED SOIL
� z AVENIDA ESPE RANZA
p �? REMOVE OR RELOCATE
a w FENCE PER FIRE DEPT. 117.00'
a REQUIREMENTS \ 2-3" 6" BERM ® 117.00'
w C HARDWOOD SPILLWAY
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s _
Df, — RETENTION AREA �/� — — -
",-`°t —III=111=111=111=1I1=1II=1I1=1I1=1I1=1I1=111=111=111=111=111=111=111=
SHALL BE LEVEL AND -1111111I1 1II IIEXDEPRESSED A MINIMUM d EY RANT OF
4 FROM THE \ „L »_ 'DT&A ; SURROUNDING GRADE III—III III=III III III=111-111 111 III-111 III 111=III III=111
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. . �”' f l 1 1 — —I = — _ _ — — — — — — —I = _ = ENGINEERED SOIL
~ ~,.. b 10.0 26 T{y 1 t 7=° / *SEE NOTE BELOW
b~ II „
f IELely 1 t' 1Z5' 12 MIN. / „
\ /' SEE NOTE j 2' 3 OF
RIS ( BELOW a �� 3fZ�
AD
GRAVEL
\ f 1 rf i I �/ // �/, �\ �\ �\ �/ �/ /' . 3/4" CRUSHED
} ROCK
y ~
ITS F
LIM 0 I
g ,
" .
GRADING �V \�
f� f Vb
.� .. � � w-��� �ti �' � m r� � BIORETENTION BASIN DETAIL
\ \ ` .aa N.P.
� �. t` } ��' � �`� NOT TO SCALE
4
BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 12"-18N DEEP
40' ROAD
SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
EASEMENT PER. SNT. 1�., ~, �O'` �' / �' 7 E STUMP ROOTS, OR SIMILAR OBJECT A
SHALL CONTAIN 50 60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND'
20-30% TOPSOIL FREE OF STONES, S, TS S AND
/ rl 2 0 f c� l I ALSO FREE OF NOXIOUS WEEDS.
.,�"�"'--•.,,.� " ti ���., �. �;'� "„ 7 •° r7` �� �
\ ° ~_ "� ~ / j ✓ ` 2 pN rrc� / **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
� YI �� DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL.
f
° �� / ' r THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
3:1 / 1 I BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTIQN
N BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
\ t a r` J
XISTING °b X
-DRIVFWAY
I I
,f� r
o $ tl
f T
•w
i/ E 8' SEWER
1
I / >�
j "�° \ � ))t' >f f(ff( � !�G✓�wt / f{ `` ` i� C, u '� / 1 47 I;I'v S PER D.C. �967
I
{� •" ~"^^ lfjj f �jy Ch
E 10" PUBLIC ° r (gar
SEWER ESMT O i j` p 1 rrr ,; !
cn o �r :, INSTALL 4" SEWER
WORK TO BE DONE
\ " f LATERAL PER S-13
X 1 INSTALL STRUCTURAL DRIVEWAY SECTION PER FIRE DEPT.
REQUIREMENTS & SOILS ENGINEERS RECOMMENDATIONS.
/ Ej •MIN. SECTION TO BE 6" P.C.C. OVER NATIVE
~ �� / I I I COMPACTED TO 90%.
5 124 / r� PAD ® z
19,0 1g 6 rf 117.00'± /
" a o of a 1 r o h o - „'' 1 O 2-FOOT GRAVITY RETAINING WALL, TYPE "A"
PER C-9
'"° a j 1 �`1 a - i r PROVIDE 6 BERM
,w i j I I % rf ® SPILLWAY /F I TO ACT AS CURB.
8.5' x 19' SPACE 3 r / '
r "w, (133 5)` 5%, / / 3 O3 4'-WIDE x 15'-LONG NO. 3 BACKING RIP-RAP TO ACT
b ~� io M � a 20% ( ) TOTAL ' / / r� AS ENERGY DISSIPATOR.
\ \ M_ 3.5: 1 i EXISTING 10' PUBLIC
t
o �r` �i f' rE SEWER EASEMENT �4 SITE RETAINING WALL PER C-5.
ow ° vii / � f � ��
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5O 12-INCH SQUARE AREA DRAIN.
o r' l i 5 r -
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e0 d I ` 1 1 I I
P.C.C. BROW DITCH PER D-75.
\ _ N� - BIO-RETENTION BASIN PER DETAIL THIS SHEET.
•SURFACE AREA TO BE MIN. OF 260 S.F.
2S 2R 1 (, BUILDING j �'f 11 O
11 I I Q
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RISER ( ;` 1 1 M'Mr 4 W c 39�zs m SINGLE SOURCE DEVELOPMENT CONSULTANT f
02.p * 1635 S. RANCHO 6 NTA FE #206
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MH rF OF CA��FO� (760) 510-3152 Ph / ( 60) 510-3153 Fax Q CD
CHANG NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED/BY. D a w BY: CHECKED BY: ENGINEERING DEPARTMENT
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. o
I �t DESCRIPTION: STANDARD STREET WELL MONUMENT IN P NS PREP D UNDER SUPERVISION OF RECOMMENDED: AP VED: GRADING
PLAN FOR: z
CENTERLINE OF ENCINITAS BLVD-
PT. w W
PT. #: 1029. STATION NAME: ENS-29 HORIZONTAL: 1'=10' ' DATE: 1���� ��„ MUSELLA RESIDENCE 1 0979— G
z
LOCATION: CENTERLINE OF ENCINITAS BLVD 00' EASTERLY � O
OF INTERSECTION WITH WILLOW SPRING DR. VERTICAL: N A R.C.E. N0. 39726 MASIH MAHER ENCE A. WATT (PUBLIC WORKS
DIRECTOR AVENIDA ESPERANZA
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ENGI R W 0-
ELEVATION: 218.103' DATUM: NAUD Be DOUGLAS . -LOGAN EXP. 12-31-11 DATE _ DATE APN: 259-231
-81 SHEET 2 OF 3
Z:\Projects\7118 - MuseIIa\7118-5G02.dwg Oct 22, 2011 11:44am
Xrefs: 7118-TOPO; 7118-BASE; 7118-MAP; 7118-SGOO
J
J
W
s rORMWATER POLLUTION CONTROL BMP/ NOTES STORMWATER POLLUTION CONTROL POST N
RELATIVE TO CONSTRUCTION ACTIVITIES CONSTRUCTION BMP/IMP NOTES
CONCRETE WASHOUT
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM
ALL IMPERVIOUS
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE
AREAS
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET Al INTO THE PUBLIC
STORM GRAVEL BAGS
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. DRAIN SYSTEM.
(TYP.)
CONSTRUCTION SITE ACCESS 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT I
• A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND BE MODIFIED WITHOUT A PERMIT FROM THE CITY. r
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH
AS 3" CRUSHED ROCK Al CORRUGATED STEEL PANELS/PLATES. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES
�` � ^Hx . (�
max � l
Al TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE l�
CONSTRUCTION VEHICLES FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP IMP
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR FACILITY AND/OR THE TURF/LANDSCAPED AREAS. "
"
" = t' 1 y rr i r � !
' CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT ��;� " � ""� � ,/. � y
;� � f f r ,� y , � /_� � ..-..... � �
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
, X ( t
~HYDROSEED OR
Eft' SION CONTROL UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. I % { 6
PLANT SLOPES ! I W
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES IMMEDIATELY
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF
AND DISCHARGE AFTER GRADIN I
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND IT TO AN ADEQUATE IMP/BMP.
BONDED FIBER MATRIX. " I
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED ,{
mrc -f // / l y
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. X
WITHOUT A PERMIT FROM THE CITY. ""y ti a ^r 7
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN
ON THIS PLAN MAY
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED
TEMPORARY EROSION CONTROL MEASURES.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN " J X r`f / % ---
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND STABILIZED / SILT F NCE
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER
TO ENTER THE " W CONSTRUCT10N;f' - 6
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM � "� � ` n �
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSRUCTION IS NOT SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE
FROM THE IJ ENTRANCE
T f n'
PREVENTED BY DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL T
P AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER
PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND
IS THEN FILTERED
ACTIVITIES ARE COMPLETE. THROUGH A CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE X
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
J
y
ON-SITE CONSTRUCTION MATERIAL STORAGE yy y� ppyy�
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT } t /� X
ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED \+ $ ( I HYDROSE
D OR rf J
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED " [ PLANT SLOPES 1
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY I ( IMMEDIATELY r
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. y I I AFTER G ADINGI I' �
T INING sic 1 ! {{€ I{
" �c,�' tr BOX
I r
•� CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL w`"^d. ; 1 � � I j � �
� t � I � / X
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL J l
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT jIt ( 0 SWR
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. MH . MH
WASTE MANAGEMENT
• ' CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, A 2. STAPLE WIRE FENCING TO
V
XC
D 1. °SET POSTS AN EXCAVATE WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. `4 BY 4 IN AN
E A ATE THE POSTS.
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES ' TRENCH UPSLOPE FROM AND
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF, ° ALONG THE LINE OF POSTS.
a
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN 10' MAX. 20`MIN. PUBLIC RIGHT—
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES g° w OF—WAY
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL -III „I Ih g^ MIN. H11 ll-1Tl II illl-"
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE / / �� III III
r -III III ITJIhII I�
-11- - �� UBLIC RIGHT-OF-WAY 3 BAGS HIGH
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE - (MAX.)
RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR �'� -I -1/2" 2 BAGS HIGH (MIN.)
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS III- 4 IN (10 CM) EXISTIN CRUHED
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR GROUND
ROCK
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
20'MIN.
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
• POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING INTO THE TRENCH.
RECEPTACLES AROUND THE SITE. � Z ° ° ao�°°�
• PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. III I BURIED 6"
UNDER GRADE.
FILTER ° ate° NOTE: LOWER BAG ROW TO BE
O
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS (((( I I I FILTER FABRIC I� PLAN PROVIDE
APPROPRIATE TRANSITION
AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. III 1 — — — ,,,,,,,,,, _
BETWEEN STABILIZED CONSTRUCTION NO SCALE p
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND /�— I % III=III III > WIRE =I ENTRANCE
AND PUBLIC RIGHT-OF-WAY U
llllll"11111111111=111_I�II!II�II!II�IIT= CONSTRUCTION GRAVEL BAG CHECK DAM
STORMDRAIN. CONTRACTOR MUST ROUT1NELY CHECK AND CLEAN UP MATERIAL THAT MAY �� - =1i'_ iI=III=III=III=III=III=III=III- STABILIZED
CONSTRUCTION ENTRANCE (j)
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE -I' 'I-III=III=III-III,-III=III- WI
NO SCALE 0 U
z �
• FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. S' FENCE
WZ
N 0 C)
20 10 0 20 40 z
W
SCALE IN FEET <Q Q
::E
SCALEt 1" = 20' F_ W
(n
\ BMP PROJECT STATus °
PROFESS/pN is �a � , N Al,
oOJG� E 4�92 �z ENGINEERING & SURVEYING z ro
w C 3s7zs m SINGLE SOURCE DEVELOPMENT CONSULTANT Q O
A STANDARD PROJECT � �
* 1635 S. RANCHO SANTA FE #206 Ln
sT CIVIC �P SAN MARCOS, CA. 92078
grFOF CAL�FO�`' (760) 510-3152 Ph / (760) 510-3153 Fax g C:)
Q
CHAl NO I DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIDGE`D - D w BY:/,/BMW BY: ENGINEERING DEPARTMENT
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT' DRAWING NO. o
V -t ► DESCRIPTION: STAND RD STREET WELL MONUMENT IN PREPAf� b UNDER SUPERVISION OF RECOMMENDED: APP VED: EROSION
CONTROL PLAN FOR:
"7 1 z
�r (r .� CENTERLINE OF ENCINITAS BLVD. Z i `
' PT. N 1029. STATION NAME: ENC-29 HORIZONTAL: DATE: W z LOCATION: N RIM OF ENCINITAS BLVD
00EASTERLY • A MUSELLA RESIDENCE 10979— G
11 OF INTERSECTION OATH WILLOW SPRING DR. VERTICAL: N A R.C.E. N0. 39726 MASIH MAHER kg Al. WA (PUBLIC WORKS DIRECTOR AVENI
DA ESPERANZA CD O
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ENGIN R 1(�� ,g ,i �� 1e z =
ELEVATION: 218.103' DATUM: NAVQ RR DOUGLAS E. LOGAN EXP. 12-31-11 DATE DATE ' APN: 259-231
-81 SHEET 3 OF 3 w
Z:\Projects\7118 — Musel1a\7118—SG03.dwg Oct 22, 2011 11:45cm
Xrefs: 7118—SG00; 7118—TOPO; 7118—BASE; 7118—MAP