1993-3572 G (Plans) 3:
i
P� 1
I
.ESPERANZA GARDEN APARTMENTS
CA
_ LEGEND LEGAL DESCRIPTION GRADING NOTES GENERAL NOTES
ITEM SYMBOL PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST 1. ALL GRADING SHALL BE INSPECTED AND TESTED
BY A QUALIFIED SOILS ENGINEER 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
QUARTER OF SECTION 15, TOWNSHIP 13, SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST
THE EXCAVATION PLACE- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
EXISTING CONTOUR -- �8`"" AND MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. MENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCH- STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
ES. HE SHALL EXISTING SPOT ELEVATION SUITABILITY OF ANYnFILL REP AS
REQU
OF GRADING OPERATIONS T STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE AP- i
G 0 S PROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
' HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
PROPOSED FINISH GRADE ELEVATION SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS 2. THE SOILS
REPORT TITLED REPORT OF UPDATED SITE PREPARATION AND FOUNDA-
:.:. WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND TION RECOMMENDATIONS REGAL ROAD CONDOMINIUM
PROJECT REGAL ROAD,
PROPOSED CONCRETE AREA = THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTEND- ENCINITAS, CALIFORNIA
PREPARED BY SOUTHERN CALIFORNIA SOILS & TESTING,
PROPOSED TOP OF CURB ELEVATION T� ED USE. INC., DATED JUNE 2, 1989 SHALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA-
jta. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PRO- TIONS AND SPECIFICATIONS CONTAINED
IN SAID REPORT.
PROPOSED TOP OF INLET ELEVATION VIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
FL. CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE
APPROVAL OF SIZES, LOCATION
PROPOSED FLOW LINE ELEVATION FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT AND TYPE OF DRAINAGE
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE
SHALL BE REQUIRED IN
PROPOSED INVERT ELEVATION AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. CONJUNCTION WITH IMPROVEMENT PLANS.
PROPOSED 6" DIA. DRAIN INLET PER ® 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
a
OWNER/DEV PLA CED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
PROPOSED 12" SQ. DRAIN INLET PER B IIII MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRAC• 5.
CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
UNLESS OTHERWISE NOTED TOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR
PROPOSED SWALE y -� -i
e BY: EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO GRADING. OWNER: ESPERANZA HOUSING
&COMMUNITY DEVELOPMENT A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PROPOSED DIRECTION OF SURFACE RUN -OFF CORPORATION
� (► PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH
ADDRESS: 11085. SORENTO VALLEY COURT 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK
SPECIFICATIONS.
M WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY
PROPOSED RETAINING WALL PER RSD C- 9' SAN DIEGO, CA 92121 3 3 '
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE A REGISTERED CIVIL ENGINEER OR L ENSEG LAND
SURVEYOR.
PROPOSED PVC DRAINLINE (SIZE AS SHOWN) SMOOTH SURFACES AND UNIFORM CROSS - SECTIONS. THE SLOPES OF EXCAVA- 7. THE
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVIC-
TIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECT ES, INCLUDING SHORING, AND BE RESPONSIBLE FOR
CONFORMING TO ALL LOCAL,
PROPOSED FENCES/WALLS (PER ARCHITECT) S OILS CERTIFICATE ED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
PROPOSED CONCRETE CURB PER RSD G -1 I, DANIEL B. ADLER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPAL- EMBANKMENT SLOPES
WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUC-
LY DOING BUSINESS IN THE FIELD OF APPLIED .SOILS MECHANICS, HEREBY CERTIFY THAT A REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUND- TURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS
PROPOSED CONCRETE GUTTER PER ` "'' ''' "' SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THE SITE WAS MADE BY ED IN ACCORDANCE
WITH THE GRADING ORDINANCE.
OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY REC-
3 ME OR UNDER MY DIRECTION BETWEEN THE DATES AND OGNIZED HOLIDAYS.
PROPOSED ASPHALT PAVEMENT 2.5" A.C. ON 8.5" CL.II J'(/ NtF Z $' . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS 5. ALL
TREES, BRUSH, GRASS AND OTHER OBJECTIONAL MATERIAL SHALL BE COL -
(SEE GENERAL NOTE 10) STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY LECTED , PILED OR OTHERWISE DISPOSED
OF OFF TrHE °SITE BY THE CONTRACTOR SO 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
NEAT AND FINISHED
DAYLITE LINE :! 40 Olt RECOMMEND NS LUD D IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCOR- APPEARANCE FREE
FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -
PORATED IN THE G DI G A PECIFICATIONS. FILL SHALL BE SECURED FROM THE SOILS ENGINEER PRIOR TO THE DISPOSAL OF
GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
DRIVEWAY -
SIGNED:
ANY SUCH MATERIAL. ADVANCE, BY CALLING: ( 619 )-633 -2770.
_.._1 9 -7- �S QR01ES'�
CUT SLOPE �Ev B 4 o l 10. THE PRELIMINARY PAVEMENT SECTION IS BASED ON AN ANALYSIS OF EXISTING
FILL SLOPE R.C.E. NO.: 36037 (�9A LANDSCAPING NOTES S OILS BY SOUTHERN CA LIFORNIA _SOIL & TESTING INC.,
DATED APRIL 14, •1993.
FINAL RECOMMENDATIONS WILL BE PROVIDED BY THE SOILS ENGINEER AFTER THE V,
PROPOSED TOP OF PAVEMENT EXPIRATION DATE: c N0. 36037 1. ALL SLOPES SHALL BE - PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS "R" VALUE OF THE ACTUAL SUBGRADE SOILS IS DETERMINED.
.K EXP. 6 -30 -; 6 * APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCI- p
NITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION 11. PRIOR TO HAULING DIRT 'OR CONSTRUCTION MATERIALS
TO ANY PROPOSED
DOWNSPOUT ADAPTER a -� ft CIVI a��' CONSTRUCTION SITE WITHIN THIS DEVELOPER SHALL SUBMIT TO
AND
STANDARDS. T TIS PROJECT T
SEWER LATERAL (6 ") 5Dit s -r4 s DECLARATION Of RESPONS CHARGE RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR THE DEVELOPER SHALL COMPLY WITH ALL
CONDITIONS AND REQUIREMENTS THE
WATER LATERAL (2 #9 ) W I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE TO OCTOBER 1 AND APRIL
15. CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
•
IRRIGATION LATERAL 0 ") j EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC- 12. UPON
FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR
TION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSIST EROSION CONTROL NOTES TO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS-
TRENCH RESTORATION ENT WITH CURRENT STANDARDS, GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING
UNDER
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT:
PERMIT N0. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED
� OF ENCINITAS IS, CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF S &9AAp , PLAN." THIS STATEMENT
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF
PROPOSED ?OP OF RETAINING WALL WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. t rfL C.�> A ��1+ �'0� // (PHONE N0.).
THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. {
PROPOSED FINISHED GROUND ELEVATION 2. EQUIPMENT WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
B. NOTIFICATIONS
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
F • p STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON- 1. THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITY PIPES AND STRUCTURES PA
PROPOSED TOP OF FENCE ELEVATION - BY: � /!.3''3 STAUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
N
�QVESS/I SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
ST PHE q. WONG DATE Q j'� TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT
AS
RCE 27480 N E. C 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
k.Q � .0-- �''�, SHOWN ON OUR PLANS, HOWEVER: ,
`u ®� \ APPROVAL OF THE ENGINEERING INSPECTOR.
tl�
BURKETT & WONG ENGINEERS w f- No. C27480 per' THE CONTRACTOR 1S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PRO -
3434 FOURTH AVENUE Qe Exp. 6 -30 -97 ' } 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING TECT
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS Q
SEWER !VOTES SAN DIEGO, CALIFORNIA 92103 4; ! ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF U
(619) 299 -5550 cd' PRODUCING RAINFALL.
l CIVIC .� ;• SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION
1. C�?N TRAC' 01? S�tA!_.L OBTAI A PkRM i T FROM THE CITY E�iG I i�iEFR i G DtPP.RT) +t� T 9lF OF Cl�+
o
�� ,,�`" AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.
FOR ANY tXCP.wP. T I ON IN CITY RIGHTS 5 . THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETED GRADING OPERA- W 1
A. SEWERS - 1- 800 - 422 -4133
TION OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
ASSESSORS PARCEL NO B. GAS & ELECTRIC - 1- 800 - 422 -4133 0
2. CONTRACTOR S HAT - L F!1Rr� ! SH, PFR SPEC I F I CATIONS, THE APPROPRIATE BURIED • C . WATER
- 1 Llj
UTILITY WARNING AND IDENTIFICATION TAPE ABOVE SEWER LATERAL LOCATED 258-240-86 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE NECESSARY PRECAU- D . TELEPHONE - 1-800-422-4133 W z
WITHIN PUBLIC RIGHT - - TIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS E. CABLE T.V.
- 1- 800 - 422 -4133 Q
CREATE A HAZARDOUS CONDITION. _Z (n
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 0
3. WASTEWATER DISCHARGE AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNEC-
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN BEGINNING OF ANY WORK ON THIS PROJECT. PHONE
(619) 633 -2770. 4 Z W
TION TO SYSTEM. SHALL BE INCORPORATED HEREON. W :D
3. THE CONTRACTOR SHALL GIVE A 24 HOURS NOTICE ON ALL CALLS FOR INSPEC- z
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TION. PHONE: (619) 633 -2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF 0 W
FACE OF THE SLOPE AT THE CONCLUSION OF EACH WORK DAY. INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. Z
Q O
9. ALL REMOVABLE" PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF WATER NOTES " � _
`
EARTHWORK QUANTITIES EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORCAST EXCEEDS �
y FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
� I
Y. = 5 RAINFALL.
EXCAVATION 1,02 C N 1. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN
D 0)
EMBANKMENT 170 C.Y. - � PERMISSION BY WATER DISTRICT. TI ITIES MAINTAIN MINIMUM 5' SEPARATION ~
EXPORT 850 C.Y. 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE UTILITIES
d 0 0)
� COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE WHEN PARALLELING WATER SERVICES. l
J LL N
EARTHWORK QUANTITIES SHOWN ARE FOR ESTIMATING AND PERMIT PURPOSES ONLY. c SITE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED
IN ACCORDANCE
ACTUAL QUANTITIES MAY VARY WITH SHRINKAGE, LOSSES DUE TO CLEARING OPERA- \FE 19 1' WITH SECTION 35.023 OF THE EROSION AND SEDIMENT
CONTROL HANDBOOK OF 2• CONTRACTOR & DEVELOPER IS RESPONSIBLE TO RELOCATED ANY EXISTING WAT R X fh 0)
r „ M L A THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. FACILITY (F.H.., METERS, VALVES, VALVE BOXES, ETC..)
TIONS, COMPACTION, SETTLEMENT, ETC. CONTRACTOR SHOULD VERIFY QUANTITIES O RD• :D 7O PRIOR TO
BIDDING. n 00 1 SANTA DR. W
�
A . Q
VICINITY MAP
NOT TO SCALE (n
C OMMUNITY EVEL PM N n zo
c
O E w� �
..�� z w z
DATE-, _
m
.a'AN DIEGOITO WATM 01 5TRICT DESIGN BY _ DRA WN BY H _
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE w M M.C. S. APPROVALS CITY C)F ENCIN.ITAS E
DEPARTMENT DRAWING 0. W Q
f�� `auf�'Itcl7oru /� - iTS 3S�7ldr Dc I>s/ OC 0026 - NORTHWEST CORNER OF INTER- PLANS PREPARED UNDER SUPERVISION OF
RECOM E(D A OV D
3f{s W 3 t� SECTION OF MELBA ROAD AND REGAL ROADS. { I GRADING PLAN FOR s
1/2 INCH I.P. 13 -FT WEST OF CL OF H ORIZONTAL DATE : BY. BY. 3572
REGAL ROAD, 19 -FT NORTH OF MELBA _ROAD I ESPERANZA GARDEN APARTMENTS
0 I� 0: 27480 � 2� �7 .q3
PRODUCED. 1.5 -FT NORTHEAST OF STUB VERTICAL �� ENGINE R.C.E. . . PATE: DATE:
-
POLE . #P481202 ELEV 182.850 MSL. 6 -30 -97
STEPHEN E.C. WONG ExP. wORK PROJECT N0. S 4657 U SHEET 1 OF 1�.
CO T
= 00 W) RETNNI �PETA /N /NG � ' AT BASE`
way ,a -ia wALt W/r# rw._ IF5'8 ry �+►
�
BLDG. � 90
TF' 90.67 B'! CP!/Cc1.3 /- C ENO RETAINING 3.
\
�.....� � � 5 � q�61 92L.f. 6i°!/C. �,. � @ 0.6'/ (�''� -,�� '� �' , q ,1� 95 - r • 1�q' �
•� '
'. �� -� V�a�• ���. -�� c.���i .�� ,� ,� ,1 lay
�' t
S ' -- _ -
--
° , �� fo
.3 ,l F ,` @ S'6 Q l9 = 191,E -0
�.
p Q h. 4!F o D TR
• !. .PVC. -
I C
6 a 0
•,�,. / �` 3 �°V. C.C'?5/ ° 3 /° ..G�ZD.S' q Q. �, Tit 3 •
{
_ �33L.F4i°UC. @/.29'
Q /rY!! 189.0 = # -
_ ? "REDI/CED PRESSU E
� V ,/
6 10 L. f 3i%/C O C� 3 T. �F -I95.B -^-•- /3AC�YFLOl1/ /IEU /CEDER
/N�! =188.0 G o. SD DWG. P-5A.
7FL 90.67 O
�.. / /T6. 1885 D �' _ 0) q P 4'PU.C. _ 19 ° /91.2 / JO
+ /rY// =1863 3 F - 1 �1. �, 3.4/ _
F. F 189.5 BUILDING 2 � � F F -190.5 OJ/ � � � CZF G
_ "W47ZI MEER AN
t ,�` P q " �`- �� ,1� 4'Pl/C. 0 v �, I 9 I 5,0W,0 5,0W,0 DidG ND. /
S �. G/p \ Q @1.5% 1q 3 ��0 ,��� i�q I rFI9�4
3L.F �4� 0 0 5 �• d I I Tye 2"
Z `� - 3L.F. j L X 11 �j N
...... _
;- 1 4'
> _...
./� o
1 O
a - - ,COL.. 6 P.1/.1. @ �'4/ p
PATIO
}}
v ' GJ4% O% •s'L.F / .Oj - p /G.= 18'93 C�13i f :._- Ij . .................. _��
•
B
1 6 ,1�
. -
1. Op' I
• 5 11 ,� . •
1 T
/, , sy •% %� �� AEMO!/E ".PVC. ^-
f 6 P 6 po cry A G �I / E /lYP� " ` Q► Q' '°! 1 q0 Q c ,�
/ ��•F i �a PLAY R ® 3 `' T k��
A E A i AEMOUE 0 C o G
"" " BU ILDING 1.33 � ,
I DING 1 i ,
e B U L � � t_ - _ f 3
1 0 F F 19 0.5 L V P NT /NUAT /ON
q Qu 13 - s 3 ----`
f t O SEE FIRES�°R /NffLER
I
�� �� T - MODIFIED -
189.6 = = �Q� �` - I
1� 900 1�
1 3� 1�� EX/� TAE / �� >9P. 7
B U I DING 3 '� Tr.� l '
_ ,�
� - FIRE ACCE � �
,r - ...... __ '... F~
8� Q3 -
� �.� . • � - 1 .., - � _ - , : �
t5T1 6 PER DGdG ND.P - VAVL
� G' 11� R36' 5 U. 16%146. -1 q0
Fe4cc- 1 1c)
�� �C• �q o P
3
1
W R
TR- I� I 60 L.i.°!/C
3 I �1 f� SECT /ON '�, 1� - - - - - -
- I - -D _ _
- -
i
rte'
T
:
.. c 4
e,
wfo
S. 7 Type ��,` � ' ! o "Pac. "l// /CiYCONCC ., .. 4----- s" 7AlCKCONC. P*D C
4 I o f &f11.4/l/>/A.CP�M F,L/1SiS/ !r/ /A.C.PJ�i�'T �' � is t�' '�•
I NG 3 1�1� � f �-�p� � t� � � �EMDU�EX /r �t�� h S
1 ,�' :_--
1 10 -� �5 T �- � . ,--. s� o AETA/,114 A P
t ° , . - . • • - • . • ... • ' it F, _ C� UGUT
3 -- - -
- :' POLL o : , ', i • i �, W( US'[ To
ENZR`( CATE TO ' . , ; • .. t I J GRAOE
4 op" WaRD 6q'
/ COrYC. Sl1/.9LE �• 3 GI/TTE�S' F �. ONLY �. EX /ST - Q I•' I I
mot' //� � 6✓ /TiY /rte f'L. � ,T)'r �3 I A O TA /N . • OAiYTi�L�f >; • . o •• �: `• • 'L • �. • �i
: � � %ti � � -�
ZZ
"
7C .7 ° Z0,4,01,4
EX /ST /NG „1 I':, C :•i , I `'``. �� _ �' :I
rDNT /NUAT /0�V I Q
y .
' YOTf/EP�S !%113
' , SEE /AiQ /GAT /ON 3
i � I r' r 1 • i G 4 r ' k
,r t� ,�� �, ; .>�� �°� f ,•.., -�� PLANS f°
d ,
I - _ 0
•
•
•
I I
I zs
I
AEMOUE EX /ST /NG D /UEI.✓,9Y.�IPrQO/Y a 0
, ..-° r - .. -- -�_. w...� - _ 3 A�l/D REPLACE W /Tf/ E!1/ CURB, �►
-r � ✓ 4 '� G1 � ' " 'C" � ' ' � �`'`e'� `� .!✓�1 r � - � G'UlTEA
i°Ei4 R.S. Dl✓ ., G--2, ,4N0 In a5' 1.00
ol
F /LL AS �EQU /r5'ED )1wso c/D.,OW6._1/O. ': _ EX�S'T .f /8 W47ER T f
TO SLOi°ETO CU�9B ! ' I x°-50 ` I AND i30,t=METER TIC ,5E
ION �A -A
45M DMI
'?.r' . ;
3 I W
#
%�"��� � t � T NOTES -� o
0,� `�. EASEMENT
rg s No. C274SO G) ..,
Exp.6- 3Cl -97 ACCORDING TO THE TITLE REPORT FOR THIS PROJECT PREPARED BY CHICAGO TITLE
�
z
COMPANY, ORDER NO. 950430 - 04, THE EXISTING ON SITE EASEMENTS DO NOT HAVE
-
! V I
AN EXACT LOCATION AND CANNOT BE PLOTTED. Z
E , ; L \�
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT
- DESIGNED Y RA WN BY C HEC KED BY APPROVALS CITY OF ENCINITAS E N G I N I E R I N G DEPARTMENT
DRAWING NO W
S. W. M M -C- S_ W.
#11w ,
.�i�wjt /aSt��7fa►i �I _ _A_N/ 3S- Tt OC 0026 NORTHWEST CORNER OF INTER- PLANS PREP
G�T� .ACS/ / - ARED �JDER SUPERV SION OF REC D A OV
i0 /I - 9'y 357z 4w 35 2 SECTION OF MELBA ROAD AND REGAL ROADS. ��_ - % �J MEND �• GRADING PLAN FOR t
ESPERANZA GARDEN APARTMENTS 3572 G
1/2 -INCH I.P. 13 -FT WEST OF CL OF HORIZONTAL 1 10 DATE . _! 93 BY. __ - B y
REGAL ROAD, 19 -FT NORTH OF MELBA ROAD m/t 274 0
g
PRODUCED. 1.5 -FT NORTHEAST OF STUB VERTICAL _ R.C.E. N�,.. DATE: /G_Zl - R.� _ DATE:
-- POLE #P481202 ELEV = 182.850 MSL. ENGINES EXP. 6 -3 -97 WORK PROJECT NO. S4657U SHEET Z OF ¢
STEPHEN E.C.WONG
1
MC CANklb
A G PVT i
IF
N
6" 906. * 80 A
GRATE IN SHRUB AI?F -A5• d
DOWN POUT - SEE ALHAHBRA FOUNDRY A -2010 CAST ,� 9"5Q WE N05. * 950
• F T YM 4 RETA 4146 Wei l✓.4LL ARCHTTECTURAL PLANS I RON GRATE FOR PARKWAY OR FLAT Gt?ATE IN LAWN AREA
!/
10.4 . . -k- r A -2012 CAST IROM GRATE. AND �DgpiN
E(� I� R� C D DOWNSPOUT TO PIPE FRAME FOR TRAFFIC 91
T NCB SEE FRo�t,EW ` o
9_0FE DRA /N /NLET D ADAPTER - SIZE AS _
Kv 1411 - 186-/0 ,� REQUIRED TOP- ELEVATIOF! \ , t.
Z CONNECT TO AS SHOWN ON PLANS ' ^ �C ,
r— WAIF. C71RmH PIS E,t' /ST. CvNCRETE — -� PRECAST EX '3 �� s � � (o RISHi
i
Vb`I UTE Pow B1'0l✓D/TCf/!✓/lf/ - DEPTH VAR / � ' AASI.E. DCPR1
PRECAST BOX PER p
12 PRECAST S &D PIPE - LENGTH AS y ��
— — -� REQUIRED QUICKSET DB -(SIZE PLAN FOK 31
l ��l -�� : • -� S &D 90 BEND SHOWN ON PLANS)
d MINIMUM INVERT - ELEVATION AS INVERT - ELEVATION
�PECONSTii'UCTErYO ! SHO1•!!! ON PLANS AS SHOWN ON PLANS '
OFET /ST/�iQOIs�D /lCH DRAIN PIPE -SIZE AS CAST IN PLACE BASE
N�� CATQi U&N
/� SHOWN ON PLANS DRAIN PIPE SLOPE TO DRAIN w Wl� RAT �+OiTOM
5ILTION A-•A M SHOWN ON PLANS
NOT TO SCA1.e 3 j
DOWNSPOUT ADAPTER DRAIN INLET D
G DRAIN INLET DETAIL
OUTLET CONNECTION NOT TO SCALE NOT TO SCALE 3
I mffi T( LINE 3 NOT TO SCALE 3\
NOT TO SCALE 3
TF em%l "0041
ON FLW9
j
1 113LOM WoLL OK
FEWE
r OF RAM PJ SLOPING �
I
10 AREAS TO BE 3/4
.
I HYPE 4 RETAININ
CAST IRON DRAIN
1% B-flv I Ta Ec.EV SuoVVn1 WAIF, PER KW -CA- GRATE '(FOR PARK
ell PLANS FIN GRADE CATCH BASIN 1/4'
� WAY N
�WK D I AREAS ONLY)
•
H I _
PtoNy FG E swwN ` ,�� On ::�'�I V4 \� TOP- ELEVATIONl
hl.Ot'E TO
i WAU.. ` I . , ... AS SHOWN ON PLANS
S SANDBAG i \ QUICKSET W -16
J
� �� WATER METER BOX
CeNNE C.1' INVERT- ELEVATION
Tn UNOB�D q _ _ AS SHOWN ON PLANS
r CAST IN PLACE BASE
OKAIKA(,E 94STEM ...
\ \� SOWN ON
SLOPE TO DRAIN i
GRASSED SWALE
RETAINING WALL DETAIL NOT TO SCALE .'
TO �o� 3 �• �A �
4VTT e 3 TEMP. SUMP AREA DRAIN INLET B
AT ATCH BASIN 3 / CONCRETE H.0 RAMP NOT TO SCALE
C
" � NOT TO SCALE
14,00 4.67
Iq0 HANDICAP RAMP K
- m 186.33 FINISNED GROUND IN N
OT TO SCA�E
F RWT OF WALL I
�tss•33
Q
v
to �� I83.00 I95 FlNI�IED GROUND
� 8 4�F66T
Ld
M
3.33' PON 3.a3 Z
AGGiPfGAlE CLOSE Q
190 `� Cn
: QQA /N T A ,
/NLE W i
SCALE tJORI$ 1'� 10' --� /�E.B,4rP @>8 "O.C. E. l�s/ T �� 1 P- TG FLEA L
YERT 1 ¢'
S//Ol✓.1iGyV f24NS Z
v /N{ .Q
!= >'ELaw 7s- W
RETAI WAL PROFILE 0 5olvRrulvo c.9tl9vr - � J > 0.
3 SANDBAG DIKE o •v' CON L'RErE
ALONG ALL MAJO �'S,4N,,O 11- u
TOE OF SLOPES ,B�95E
cr I
SILT Exl09.0/ `5 /ON JO /llvorS -%!v z z_ D D D c"
M/N BE . PROY /OEO Pfie S1'D..Oh�6. 6' /V 0 m
II I III III I I I Su4�W� 14 o�. � .o X.
N romWCT 9.5" 9 WYE CONNECT /ON q
/N//= .SyOI✓N i9A 4NS M
;,• ' _ P LAN M C
�o .
• 'TEI� �i4bR �-
�4 "GaAVE� CONCRETE PAVEMENT I CONCRETE SWALE rF CONNECTION DETAIL rC
w SILT RETENTION DETAIL L NOT TO SCALE NOT TO SCALE 3
SECTION
NOT TO SCALE
44 NOT TO SCALE'R��.� ®�
• �
Arrdw PIPIE
�.�
t•. , , O
F . Mo. 027480 IGD)
RU ING W ALL DRAT w z
AIN N
NOT To SC&.&
D Z
_DE_ iGNED - -_B Y- aWrJ BY -_____ - ___CHECKED Ar_ APPROVALS CITY OF ENCINITAS � ;tr �� ; �, :F
�� ; � F���`N N 0. Q n
REVISIONS APPROVED DATE REFERENCES DATE BENCH M ARK SCALE SPECIA DISTRICT - M.M.C. S.W.
PZ ?5{r ��ICSB/ OC 0026 - NORTHWEST CORNER OF INTER- F'! Ai�S PREPAP� ' UNDER SUPERVISION OF RECOMNIENDE!
H 'OV�I7 GRADING PLAN FOR
AO /Z -9y ��j 2 GU�� a SECTION OF MELBA ROAD AND REGAL ROADS. ��
- -- HORIZONTAL_ ___ _____ -___
DATE Br...�. -- — - BY:
1/2 -INCH I.P. 13 -FT WEST OF CL OF ESPERANZA GARDEN APARTMENTS 35
_ _ . -- --
REGAL ROAD, 19 -FT NORTH OF MELBA ROAD /d -V-43 ��+
- -- -- -- VERTICAL_ PRODUCED. 1.5 -FT NORTHEAST OF STUB _ R.C.E. No.: 27480
- - --
— _ ENGIN STEPHEN E.C.WO��G EXP DATE: (DETAILS)
_ -- -
HATE:
POLE #P481202 ELEV - 182.850 MSL. _6 -30 -97 WORK PROJEC ^d0. S 4657 U SHEET 3 OF 4-
_
�) v
Ftl z u ,, , .�- V � o;.
r ti '� ti -( � C 1
c
V
ti FL�4 G PULE— BLDG. � / / 0 C)
1 3 I
7
r • }� s(j \... I T'. -�� �,•�( • 1U � f.�,- �1� �-���� � \ �' . ,Ay� �
'� r ) ; ' s, �:� �; � N89'4 5"W - 5. � p' I b 1p ti �*,
7
}1, G
_ � _ —. too
� �f � 1
� [l � � . • ' - � s� i t •� i • '� `•1 " -ep , ' -L
o ,,
�l;• z F.F. =189.5 BUILDING —2 34' P FF =190.5 �� � J 0, 00 11
CP u_
PACAL
�. � L%'
! — ,
Or
-c e4L
_wi ..... V �U ==Omtge
PAT � � ,��, �� �- / :� • ' • • 6-•� .. . ' . .. • - • . k
o C a
• • � ` , - . i �' � • . � \;cif ��, 1 , Y - :- - r - - - , � � ��,1 l I�......
0 0
. , %0 KCAL �,, �; Q v
3 -9 ; O X /ST. 6
AY AREA C RB
AT �. `� �E�11'i _ a� Z
- B UILDING 1 I
_ UN B L G
�R /CK �✓�4LL : • ' - =194 F. F =19 0.5 �o
} ' / �1 a0�
MODIFIED ---
�BUI DING 3
FIR A � 900 f 6 X /ST
F F i 8 9 5 E CC E - 1, 5 S/ E K
9
-
1 _
A l- _
fplv on AA
EX /S L Gl�->r VA UL T
i E R `� -
i 1� A - 1 / 1
mow
At
ft "�;I,�sQsM A/ .D •
w
P.
A�MC�VE.�' h , ' S
t�
_ • - __ _ _ _ _ _ _ _ - _ _. _ Liiiiiiiio
to b BAC axe �-�- ti $ _ v
IJI TCPICA�
,� ----� 1- C,H `CY p IGgL o o
CJ
ac
Z
oQE
A� AA/a/93'0 7r� Z ui
- 1 C A,
UJ
x
6 _._..
z >
-- -
x r'�
N89'51 '54' w 215.00' 0
i `° F- U.
_._..._
�
EX�Sr. P
L7 SAGS / C ao � ;°•
1% ,,� ./ 2 N IGN TOP �, ti C ti ��► r � w
\ I I
�/r \ ll l <
�x
DE o� �' E.�
"z 4vl
No. C27480
co rill Z
rn
fl Q
(n
uj
Li
9
Y o0
r '� >;,' �,�, rs '. aFr�r�� L:n,E BENCH MA'�K SCALE SPECIAL DI S'T1�ICT . -� NE� �Y CITY OF ENCINI ?'AS
ENGINEERING DEPARTMENT DRAW W.d
p� . �s�or�s DES± rdf:(?_ @Y_ DRAWN @Y APPROVALS .
OC 0026 ' NORTHWEST CORNER OF INTER- PLANS PREPARED UNDER SUPERVISION 0� RECOMMF Ni }F n A 'nv D EROSION
CONTROL PLAN FOR
_ -- SECTION OF MELBA ROAD AND REGAL ROADS. ��� 3 �. • r x'p
1/2 —INCH I.P. 13 -FT WEST OF CL OF
H _�__.. �O__._ �' oATE R _ 3 _ BY. _ -- _._ 357
_ _ __ __._ ___ 2 --( ,
_ ESPERANZA GARDEN APARTMENTS
Z l _ R C.E. N0 27480.- �. L2�— 0�
_- I f arc
REGAL ROAD, 19 -FT NORTH OF MELBA ROAD
PRODUCED. 1.5 —FT NORTHEAST OF STUB ER CA1 ,, DATE: _._. D ATE: —?
_ !0 T �r r g .
POLE #P481202 ELEV s 182.850 MSL. 71 _
ENGINE ER+ -
— __ -- _ • STEPHEN E L WONG ExP. 6'3497 wc.a�?x f�ROJEC' Nt S 4 657 U SHEET 4 OF 4