2006-482 G (Plans) GRADING NOTES NOTg'IGATIONS ENVIRONMENTAL NOTES: OWNER'S CERTIFICATE LEGAL DESCRIPTTON
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1 , THE
STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 25% PORTION OF LOT 3 BLOCK D OF TRACT 2114 IN THE
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN MADE SLOPES)
. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO CITY OF ENCINITAS, STATE OF CALIFORNIA ACCORDING TO
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR THESE PLANS. OFFICIAL
RECORDS.
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2, THE MAXIMUM VERTICAL DEPTH OF
CUT IS 4 FT AND THE MAXIMUM
STANDARD DRAWINGS. A : ( CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: VERTICAL HEIGHT OF FILL IS 2 FT IT IS FURTHER AGREED
THAT THE OWNER (DEVELOPER) SHALL HAVE A A.P.N.: 262-041-16
SHALL BE APPROVED B` THE CITY ENGINEER PRIOR TO ANY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 3. A. ) AVERAGE DEPTH = 9, 450 (C. F. ) = 0. 5
' ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES OF CUT 3, 500 (S. F. ) ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER
COMPLETION OF
2. THE SOILS REPORT ENTITLED "GEOTECHNICAL INVESTIGATION, .SITE ADDRESS
SINGLE FAMILY RESIDENCE 1864 CREST DRIVE ENCINITAS, LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S THE IMPROVEMENTS.
PREPARED BY 864 CREST D INCORPORATED, RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID B. ) AVERAGE DEPTH = 71, 260 (C. F. )
= 2. 4 ' 1864 CREST DRIVE
DATED CALIFORNIA "RNIA B. 2004 AND UPDATE LETTER ENTITLED GEOTECHNTCA� UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR OF FILL 29, 800 (S.
F. ) ENCINITAS, CA 92024
UPDATE AND GRADING PLAN REVIEW SINGLE FAMILY RESIDENCE, VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION I HEREBY CERTIFY THAT
A REGISTERED SOILS ENGINEER OR
1864 CREST DRIVE, ENCINI T AS, W SINGLE FA, DATED FEBRUARY 16, 2007. OF COMMENCEMENT OF WORK: GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO SUPERVISE OWNER/PERMIT�EE
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
RECOMMENDATIONS AND SPECIFICATIONS A. SEWERS - CSD 633-2770 AND STABILITY OF T SITE. JAMES WOODS
JR.
CONTAINED IN SAID REPORT. _ 2115 , MIRADA DRIVE
B. GAS 6 ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT NPDESSTATEMENT/SPECIAL NOTE '� / VISTA, CA
92081
3. APPROVAL OF THIS PLAN DOES h01 CONSTITUTE APPROVAL OF
THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C. WATER - SDWD (800) 422-4133 - DIG ALERT DEVELOPMENT OF IREMENTS
OF • EST'INIA TED EARTHWORK QUANTITIES C�
IMPROVEMENTS WITHIN STRELT RIGHT-OF-WAYS. SEPARATE STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER N0. R9-2007-0001 DAME WOODS
JR. DATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT (N. P. D. E. S. GERNERAL PERMIT NO. CS0106758)
, WASTE DISCHARGE 21 LA MIRADA DRIVE 350 CUBIC YARDS EXCAVATION (CUT) O
CONJUNCTION WITH IMPROVEMENT PLANS. REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH TA, CALIFORNIA 92083 2640
CUBIC YARDS EMBANKMENT (FILL)
E. CABLE TV - COX (800) 422-4133 - DIG ALERT CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM (760)
599-5500 2290 CUBIC YARDS IMPORT
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM
GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE 11
9110 CUBIC YARDS REMEDIAL GRADING
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. COMMENCEMENT OF G'4ADING ACTIVITIES AND A COMPLETE AND ACCURATE *
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
5. CONTRACTOR SHALL TAI'S ANY NECESSARY PRECAUTIONS REQUIRED PHONE: (760) 633-2770. NOTICE OF INTENT (NOI) WILL BE FILED WITH
THE SWRCB. A COPY OF
TO PROTECT ADJACE� F-r REQUIRED BY SITE CONDITIONS
iOPERTIES DURING GRADING OPERATIONS. THIS PROJECT SWPPP SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED: TRENCH
VOLUMES OR ANY IONS CAVATION, IF
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR FURTHER A COPY OF THE COMPLETED NOI
FROM THE SWRCB SHOWING THE
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED PERMIT NUMBER FOP THIS PROJECT SHALL
BE FILED WITH THE CITY OF
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ENCINITAS WHEN RECEIVED- CONTRACTOR SHALL SATISFY SELF THAT
ESTIMATES
DEVELOPEH SHALL BE RESPONSIBLE THAT ANY MONUMENT OR REJECTION AND REMOVAL. ARE CORRECT PRIOR TO COMMENCEMENT
OF WORK.
IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
ESTA BLISHEO AND REPLACED BY A REGISTERED CIVIL ENGINEER SOILS ENGINEER'S CERTIFICATE PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT 110.
482-G, EARTHWORK QUANTITIES ARE ESTIMATED FOR
OR A LICENSED LAND SURVEYOR. AND BY SWRCB ORDER NO. R9-2007-0001, AND ANY SUBSEQUENT AMENDMENTS PERMIT PURPOSES
ONLY. (CALCULATED DNA
ED CIVIL ENGINEER IN THE STATE OF REGISTER THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN THEORETICAL
BASIS. ACTUAL QUANTITIES MAY VARY
7. THr_ 1'ONTRACTOA SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL I• A SECTION C. 7 OF SWRCB ORDER NO. R9-2007-0001 .
DUE TO SHRINKAGE OR SWEII FACTORS) .
SAFETY DEVICE_°, INCLUDING SHORING, AND SHALL BE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
RESPONSIBLE rG.R CONFORMING TO ALL LOCAI , STATE AND MEUHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL NOI # 9 37C345116
REMEDIAL GRADING QUANTITIES APE NOT ABLE TO BE
DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
FEDERAL SAFETY AND HEALTH STANLIARnS, LAWS AND CONDI1iONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
REGULATIONS. DIRECTI^'J BETWEEN THE DATES AND ONE COMPLETE ! AND RECOMPACTION DEPTHS.
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
B. ( rIADING AND EQUIPMEN OPERATING WITHIN ONE-H1LF (1/2) RECOMMENDATIONS TOGETHFR WITH AN UPDATE LETTER DATED FEB. 27, 2007
MILE OF A D EQUTUAE FOR HUMAN OCCUPANCY SHALL NOT BE HAS BEEN SUBMITTED TO 7HE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I BY., DATE. l--
'OL�3 LEGEND
CONDUCTED BETWEEN THE HOL:RS OF 5: ?0 P. M. AND 7: 30 A . M. HAVE REVIEWED THESE GRADING PLAN„ AND CERTIFY THAT
1'QR ON SATUR.0 YS, SHE HOS AND CITE RECOGNIZED HOLIDAYS. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE JAMES WOODS JR.
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. OWNE
PROPERTY BOUNDARY
9. No GRADING OPERATIONS SHALL COMMENCE UN7IL A PREGRADING SIGNED: .� T3• ��
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPL PROPOSED BUILDING
PF,Fl -CITY INSPEC TOR, CIVIL ENGINEER, SOILS ENGINEER, n �S QtofESNO,
GRADIN. JONTRALiOR AN' PERMITTEF. THE PREGRADE MEETING RCE NO. : S �7 �p B � SETBACKS
FHALL BE SCHEDULED WITH THE CIT AT LEAST 48 HOURS IN G 9 y�
UVANCE 6 ( CALLING (760) 633-2770. EXP. DATE: '' '
GEOTECHNICS INCORPORATED PROPOSED CONTOURS 255
PRIOR . 0 HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 9245 ACTIVITY ROAD, SUITE 103 -t ~ESP 9
EXISTING CONTOURS "
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE SAN DIEGO, CA 92126 vs '�t fV S ET Z SBEET 3
F VELOPEF SHALL SUBMIT TD AND RECEIVE APPROVAL FROM HE -
(.1TY FNG1N FOE, THE PROPOSED HAUL ROUTE. THL DEVELOPER CENTERLINE
SHALL COMELY WITH ALL CONDIT; ')NS AND REQUIREMENTS THE JOB# 0880-001-00 Of CAS\F�
CITY ENGTNEER MAY IMPOSE WITH REGARDS TO THE HAULING DOG# 0 (858) - -
PHONE (858) 536-1000 � `' � EXISTING EDGE OF PAVEMENT
OPERATION.
SAN DIEGUITO WATER DISTRICT D A !n I I
� APN 1-16 I EXISTING WATER MAIN
11 . UrON FINAL COMPLETION OF THE WOFK UNDER THE GRADING I %*
PERMIT BUT PRIOR TO FINAL GRADIN, APPROVAL AND/OR FINAL 1 . REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT m n � HOUSE
EXISTING WATER SERVICE
RELEAS' OF SECURITY, AND AS-GRADED CERTIFICATION Sr,AL' FF CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION Ln \ GARAGE
Q I
PROVIL,D STATING: "THE GRADING UNDER PERMIT NO. OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND z f�
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE I v _ EXISTING TREE "
SHOWN ON THE ATTACHED UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PRU„ECT. 1
A SHO ,cppR
AFPROVED GRADING PLAN OR S I
AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY THE 2 ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I. E. , �
T X 4
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION I
EXISTING CONCRETE DRIVEWAY
SUCr, GRADING OPE. ATiON- X
ALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED JT:L:' ( -
�� .�qy�,.--•.t-- . S�E-IT 3 EXISTING GAS MAIN
CROSSING WITHIN 10 FEET OF PROPOS D WATER MAINS SHALL BE SHEET T
ALL GRADING SHALL BE INSPECTED ECT TESTED BY A QUALIFIED SHOWN ON IMPROVEMENT PLANS. ELECTln::' AND SEWER TO `' 1 1L
SOILS ENGINEER OR UNDER HIS DIRECTION. HE CTIO INSPECT CROSS UNDER WATER MAINS UNLESS GIVEN WRITTr_N PERMISSION
AND TL-.ST THE EXLAVATIGi. PLACEMEN-, AND COMPACTION OF FILLS BY SAN DIEGUITO WATER DISTRICT. PROPOSED AC BERM
AND BACKFILLS AND COMPACTION OF TRENCHLS. HE SHALL
SUBMIT SOILS PEPORT`7 AS REQUIRED AND WILL DETERMINE THE 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR PROPOSED
DRAINAGE DIRECTION
SUITABILITY ut- TANY HELSHALLFHJAL . COMPLETION ADJUST TO GRADE ANY EXITING WATER FACILITY (FIRE HYDRANT,
TESTS WERE R Tt BY HIM OR UNDER HIS SUPERVISION AND THAT METERS, VALVES, VALVE BOXES, ETC. ) WHICH IS AFFECTED nY THEIR GRADIl�TG PLAN-
KEYMAP PROPOSED RETAINING WALL
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE PROJL ALL AFFECTED WATER FACILITIES MUST MEET DS. IF
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED ' RADING PLAN. WATER AGENCIES ' STANDARDS STANDARDS EN T STANDARDS. IF SCALE 1"=50 ' PROPOSE
D SDRSD C-4 RETAINING WALL
4ND THAT "_L EMBANKMENTS AND EXCAVATIONS ARL ACCEPIAPIE FO ' FACILITIES DO CURRENT MEET STANDARDS THEN THEY SHALL BE
-HEIR 1NTENDEn PSE- UPGRADED TO CURRENT STANDARDS AT THE OWNER 'S EXPENSE- W W
LIMITS OF GRADING
13- THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED A. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN
'IRrACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING PARALLELING WATER SERVICES. PROPOSED HORSE TRAIL
G, WATER. HE SHALL LONTROL SURFACE WATER AP'O AVOID 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED STATEMENT OF ENGINEER
OF WORK
DAMAGE TO ADJOINING' PROPERTIES OR TO FINISHLU WORK ON THE BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
SITE AND SHALL TAhF REMEDIAL MEASURES TO PREVENT EROSION VA TS.
OF FRESHLY GRADLU AREAS UNTIL SU�'H TIME AS PERMANENT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
PROPOSED RIP RAP ENERGY DISSIPATOP
DRAINAGE AND EROSION CONTROL MEASur.ES HAVE BEEN 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
Santa Fe Drive ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK FLOWLINE DIRECTION
INSTALLED. �--- ---
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
14 AL AREAS TO BE FILLED SHALL 6E PREPARED TO BE FILLED AND FRONT OF THE PARCEL THEY ARE SERVING. REQUIRED BY THE CITY OF
ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR PROPOSED PAVER DRIVEWAY (7,400 SF)
FILL SHALL r PLACED IN ACCORDANCE WITH STANDARD m REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY ---------
SHAL TIOI�S. ALL IN ACCORDANCE
MA WI AND ANOA -rNABLE > FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
PROPOSED 4" STORM DRAIN
MATERIAL SHALL B REMOVED BY -r.E CONTRACTOR FROM nN S ' �*�*�+ > L cna ENCINITAS OF THE TEC,HINICAL SUFFFICIENCY OR
ADEQUACY OF THE PLANS OR DESIGN,
SURFACE UPON WHICH THE FILL IS TO 8E PLACED- LOOSE FILL NOTES' Sim l% Q ° ? AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER
OF RESPONSZBLLITY FOR THE PLANS
AND ALLUVIAL SOILS SHALL BE REMOVED TO ACED. LE FIRM OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGTNEER AGREES TO
INDEMNIFY PROPOSED 6" PVC RISER O
NA TURAI GROUND. THE EXPOSED SOILS SHALL BE Su RIFIED TO 1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE n m aNi AND
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF ^0 ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO d N U FROM
PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PROPOSED D-73 PIPE TO CHANNEL CONNECTION %;
A DEPTH. 7T SHA' BE THE HENTCOMPAC E RESPONSIBILITY TO WORKING IN THE PUBLIC P,IGiT OF WAY. FAILURE TO DO SO o ERRORS, OR OMISSIONS
OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING PROPOSED 12"X12"AREA DRAIN
PLACE.-SPFEAO, W FER AND COMPALi THE FILL IN STRICT WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND �. :- d c WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF NOS OR EQUIVALENT
ACCORDANCE WITH S°ECIFICATIONS- DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE rmingnam THE WORK PERFORMED BY THE ENGINEER.
PROPOSED TREATMENT SWALE
OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY 81
15 CUT AND FILE SLOPES SHALL BE CUT AND TRIMMED 70 FINISH LINE IS. I Nn
° PROPOSED ROCK LINED SWALE
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS `
2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED m BY:
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS m
SHALT BE SHAP :D, F. ANTED !ND TRIMMED AS !IIRECTED 6Y THE UNDERGROUND. WILLIAM JIISTIN SUITER OA it
PROPOSED SEPTIC FACILITY
ENGINEER OF WORK A40 '_EFT IN A Ni AND ORDERL '
COND�i'ION- ALL STONES, HOC' AND OTHER WASTE M^ TTER 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER Pie
EXPOSED OR EXCAVATION OR EMbANKr_NT SLGF'ES WHICH ARE ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM
LIABLE TO BECOME LOOSENED SHALL EE REMOVED AND DISPOSED STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE C\e5cef PROPOSE
D 2:1 FILL SLOPE
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONVEYED TO AN APPROVED DRAINAGE FACILITY. Mari QPpFESSION
ACCORDANCE WITH THE GRADING ORDINANCE. 4. EROSION CONTOL MEASURES (E. C. BONDED FIBER MATRIX, ACE No- 68964 �O 3USTIy
q! SILT FENCE
IF ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED Q P
SHALL BE COLLECTED, PIL D OR OTHERWISE DISPOSED OF OFF WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. o v SG��2�
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER PASCO ENGINEERING INC.
'l p n GRAVEL BAGS o000o00000o
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ROLLS, GRAVEL BAGR) MUST BE IN PLACE TO PREVENT ERODED 535 N. COAST HIGHW,Y 101
�v-_ ,�L�� Q EXND' 12�36� a
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF SOIL FROM LEAVING TTE. MATERIALS MANAGEMENT BMP MUST SOLANA BEACH CA, 9207
p
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER UILT f� HYDROSEEDING
+ + + +
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL . WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY `�^ * A n PE 1285 f
sT4 CIVI\-
DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO YI lYltf-C 3� (' OF Cp�ZF
WASHOUT AREAS, COVERED STORAGE AREAS FOR W. J TI SUITER PATE - - ' .
HAZARDOUS MATERIALS. PLACEMENT OF PORTABLE TOILETS NTS FIBER MATRIX
LANDSCAPING OVER A PERVIOUS SURFACE. R. C. 110. 68964 PAD STABILIZATION
. . . . . . . . . . . . . . . .
EXP . L2- 31 -1 1
1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL
WITH PLANS APPROV D BY THE CITY ENGINEER. PLANS SHAL !- BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND ENCR%TAS FIRE PROTECTION DIST.
SAN DIEGUITO WATER DISTRICT ENCINITAS PARES &RECREATION DEPT. EN AS PUBLI W DEPT. COUN'T'Y DEPT. OF ENVIRONMENTAL HEALTH
CONFORM TO THE CI (Y OF ENCINITAS GRADING PRDINANCF AND CONVEYED VIA IMPERVIOUS AREAS. SUCH AS ROOF, ROOF
ALL ADOPTED LANDSCAPE AND I7RIGATION STANDARDS. AIN, DRIVEWAY, A."� STREET.
RE IFW/ REV EWER BY: i. EVIEWE BY.' R IE{� BY REVIEWED BY
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPIISHED ON ALL. __ - C `
SLCPES PRIOR TO OCTOBER 1 CR IMMEDIATELY UPON COMPLETION BMPPROJFCTSTATUS: � O� r <o
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND AF,RIL 15. 2 �' 1 C � E! , l ~
o
PRIORITY PRC FECT DATE: DA 7 L. T
D E.' DA w
SIGNATURE EXPIRES 2 YEARS AFTER DATE U
M N O
PLANNING 8t BUII.DING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CPTY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w W
REV IL IONS APPROVED DATE REFS NCE DATE $ENC'fIl1�IARK SCALE WGM WGM WJS
054. PT N0. 1039 NAME: ENC-39 FLANS R PApFO UNDER THE SUPERVISI N OF RECOMMENDED s APPR V D GRADING PLAN
FOR: N azz
STAMPED ENC-39, L. S. 7322 REV E D BY: _ 482,-�J a 0 8d
NA VD 88 EL=323. 96 HORIZONAL NIA /�� DI TE: �� BY. BY 1864 CREST DRIVE a m �6
SET CITY OF ENCINITAS BRASS , I R. C. E. N0. 68964
DISC IN THL TOP OF CURB, NORTHWEST VERTICAL N/A WILLIA JUSTIN SUITER DATE: DATE: �,
QUADRANT OF t IRMINGHAM DRIVE AND DATE: EXP. 12-31-09 PLANNING CASE N0: 05-270 DR/CDP A.P.N. #262-041-16
SHEET 1 OF 4
LAKE DRIVE IN THE MIDDLE OF RETURN
1/7/200811:\1285F.pro PE 1285
GRADING PLAN 1864 CREST y,\ 0 //
� I
1
ROCK PROPOSED 6" PCC BERN / I
PROPOSE :9R4Qr. INED TREATMENT SWALE (75 LF) 1 I
SEE DE SHEET. (NOT TO BE MODIFIED PROPOSED ROCK LINED SWALE (53 LF). PROPOSED SEPTIC, RESERVE PIT (TYPICAL)` I
WITHOUT PERMISSION FROM THE CITY OF ENCINITAS.) SEE DETAIL THIS SHEET STORN 'DRA1►`I , INSTALL CAP FOR RESERVE PITS LOCATED
IN DRIVEWAY 1
3 HA% CNU TW@FS=350.68
TO BE PRIVATELY MAINTAINED PER STORMWATER �U?FAtL � rA,N���� WAt1- PROPOSED 4 ' MAX HEIGHT
MAINTENANCE AGREEMENT SWAL ,k
DOC.2007-0495449 REC. 7-24-07 FL=330.00 FL=332.00 ,' ROCK RETAINING WALL BW@FS=349.86
S89 "38 40"E 558. 97 ' ""•, """*.,'..A PROPERT NE
O
D FL=328.00 O O Vv v v
D PROPOSED
1Z`�5$C URAtN INLET •-`- FOR SEPTIC SY TEM 0) TRAFFIC RA-T Eb
I FG=328.8 FL=328.50 FG=334.00 cYi +{" C 5 F
HIP=343.67 FS=343 00 N ®N C,RADE
R in Q bRAI o GHANNEt- DRA�i�I
FG=330.10 \ �h �3� m 339 PROPOSED 51X10' RIP R FL=340.00 6% R N
PROPOSED D-73 PIPE FG-328.8 341 R
TO CHANNEL CONNECTION t.o1JC rrE FL=342.00 = N
_- - - - - - - - - - 1L �W @FS_349.80
- - W @F 348.00
PROPOSED 5' X 10' / 2 i �' - - - -
RIF-RAP o / 331 �N� FG=343.0 943 L ROPOSE�e
PROPOSED 5'x10' D-40 RIP-RAP w -
IE=326.00 �i 0 ro ENERGY DISSIPATOR W i \ FS=343 80 � �
2 \ \ FG=349.79
"> V PROPOSED ROCKS \ r � _
PROPOS, D 10' X 10' w �.�� F G=328.5 1 (TYPICAL) �� �AZ� may? FG=351.75 tl � .75 �
�. TG=349.75
RIP-RAP ^ I i 0 � \\ FG=343.5 W ��� � � �
WOFNCSHOP FS= n
;V 1 I \ 20% l \ 1! 343 5 ;. \
1 \ DETENTION l I PAD=343 0 \\ yN`� PAD= 343.5 " PER SEPERATE PERMIT \\� ElC
B LF 4" PVC @ 1% MIN BASIN
-, FSS*353.0
PROPOSED D-73 PIPE I T��I�y y �� FL=328. L=330.00 FL=330.3 PROPOSED ROCK RETAINING
FG=343.0 \ FG=343. - WALL 4' MAX HEIGHT ,
C� °� - GARAGE T►�FS=3ae.5o ACCESSORY
.
T'0 DiV#4EL CONvECTION FG=327.20 \c$ ACCESSOR 1 \\
d - TW@FG=343.5 TG=343.40 BW@FS=345.74 \\
PROP(.•-O 5' X 10' \ \ \ s IE=342.90± T�T TG=349.67 FG=350.82
RIP-HA, I FG=328.8 / BW@FG=343.5 V1Y1 r \\
A - FG=343.5 FS=346.74 \\
HP=330.5 - _ \ No PER SEPERATE PERMIT � f IE=347.86
/ G-336.00 \ 3.. INSTALL RIP-RAP ro ro PAD-346.5 TG 349.54 \\ e
IE=326.50 / F-33 �� f \\ v� / FL OUTLET=342.4 �j LIE 347.55
IS LF 4" PVC @ 1% MIN 25' 24" HIGH'6" P PAD=330. \ f FG=344.0 // FS=345.3 TG=343.30" TG-349.461 Ilf
a
TOE OF SLOPE SETBACf I PERFORATED R ER \ N' 11 IE=342.50 p IE 347 3B. �d
1 SEE DETAIL A FL= .00 _
3=343. \ - - � 'ice MZ� � 11 TW@FG=344.00 "� TG 349.38 i� ~
TOE FG=328.5 W
PROPOSED OF X' O0'' \ FL=328.50 FL=33 . 5 2 l 2`I° 11 FS 9 IE 347.10 i
Rl. '�,AP Nm\ P POSED 51X10' D-40 RIP-RAP PROPOSED SEPTIC vim, BW�@FS 348 50 X
29 LF 4" PVC @ 1% MIN I \ SEEPAGE PIT (TYPICAL) TW@FG= 44.00 Lo
1 NERGY DISSIPATOR is BW@FG=347.00 FS=34
PROPOSED D 73 PIPE / BW @FG=342.00
I �� TG=343.951
9 3 BW@FG=342.00
i _` S TW@FG=344.00 IE-342.00! TG=349:3B. BW@FS=35 :00 .
TO CHANNEL CONNECTION � I m "'v' �
I I 1 m y IL-J41 IE=326.00 33 O 1
.
\ TW @FS=349.30
c SEPTIC I =FS.=349 56
�^ / FL=328.50 W TANK BW @FS=346.40
PROPOSED v'j o II TW@FS=346.40 °
PROPOSED 5' X 10' I \ m cv TW@FS=349.25 T6=349 i0 . "?� '
RIP-RAP - -- :- - ti - - - - - HORSE TRAIL - m II BW@FG=346.40 f II °IE- 6:5Q
- - - - - - - - - - - - - - - - B W@FS=346.30 I I a °
FL- ��FS=349.50. t,AW�SCAPL. <
1 32g FG-330.10 I R II IE=341.38+_ ;15 WALL MA HEIGHT
I 2% AttEA
i
FG'=328.8 FG=32P_.0 FL=332.00 FG=334.05 FL=336.00 RIP-RAP II INSTALL RIP-RAP IP""Rr"�'F'
TG 343.95:
•2 I IE= �„-i FL OUTLET=346.25 X X-A�X
FL=328.00 - - - - - - - -
1
DETENTION BASIN DESIGNED TO SHEET FLOW S89 '39'12'E 562.92' FL=334.00
PROPOSED LIMIT TO THE WEST WHEN AT CAPACITY (SEE DETAILS) PROPERTY LINE PROPOSED 4 ' MAX HEIGHT TW@FS=349.50
TW@EX=350.00
OF GRADING TW@FG=344.00 ROCK RETAINING WALL TW@FG=349.25
PROPOSED 4" PVC BW@EX=347.00 BW@FS=349.00
FLOWLINE ZP- 111.1D(TYPICAL) I, TW@FG=345.0 BW@EX=346.07 TG 349.05+
STARMDAAIN (TYPICAL) BW@EX=340.79
IE 346.25;
PROPOSED BW @EX=345.0
TREATMENSEE DETAIL w�
THIS SHEET. (NOT TO BE MODIFIED
WITHOUT PERMISSION FROM THE
CITY OF ENCINITAS.)
QPOFESSIpy NOTE:
J�STr q! ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
�@ SG 1:!2 APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
J3 r.� c IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE
m
CD z ND. 68964 v m DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF 48" MIN.
s Exp. 12/31/09 m zo PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED
AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
T� DISTUF1RANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN 4" ROCK LINED OPTION
CIVIL p PROPOSED PREVIOUSLY AUTHORIZED IN WRI .LNG AND SUBMITTED TO THE CITY IS OVER TURF
4� FINISHED GRADE GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REINFORMENT GRASS OR
TURF LINED
Lap cm- 6" PVC END CAP REQUIRED PERMISSION IS OBTAINED. OPTION OVER TURF
FG=328.50 AT TOP 6" PVC PERFORATED RISER WITH REINFORCEMENT
OF DETENTION BASIN 2 - 2"x0.5" HOLES @ 7" OC
- - ----------------- - --------------------------
FINISHED GRADE AT TOP Z I =
OF DETENTION BASIN
PROPOSED D-73 PIPE ANCHOR I l k
TO CHANNEL CONNECTION T -
21 - a° FG=32e.B 4° III III III I I I I I I I II III III III
IE PER PLANS 24 FG=328.8 FG-328.8 ill - III III I_ III III III
_. - FG=327.20 --
_ _.. I ( (-1 III 1- - 1=1 -III III 11=
51X10' RIP-RAP ---------------
- - --
- -------------
EXISTING GRADE- _ - -- ;=- --� j t�
- - III 1-I I IJ I I-III-LI l- III III-_ I I CI I I-III III-1 I I I I CI I I-III-III_
=1 I I-III-III=111 III-III-I1 1=1 1-111=1 E I 1=1 I I ITI=1 I I�11=1 11=iii=1 I I-I
IE 326.80 �I �� ; ; 9T iii Tf �=iii
WC STORMDRAIN.- - _ - , ,_ �F 1- p.
@ 1 0% MIN t i __ ____.' � 3N
FINISHED GRADE AT BOTTOM - x 19.2" -
PRIVATE SWALE DETAIL
3 j I OF DETENTION BASIN r A
�.- 6" PVC 90 ' LONG TURN ELBOW -f; I� I �- •��
WITH 6'X4" REDUCER COUPLING � i I � �I ( � NOT TO SCALE
!� FG=327.20 i{j
„ flit- I �illll� 5.5'
1-{<-< '�"�-;-� �-f 11=1R
l--I l i 1 1 S I HII E-1 �� � �i� �--i� l-
VARIES
2% MIN
FINISHED GRADE AT BOTTOM VAS RA_ �-
p OF DETENTION BASIN - _ -
DETENTION BASIN DETAIL s 13UI LT
GRAPHIC SCALE i "=10 ' A DETENTION BASIN DETAIL PROPOSED 6" DG HORSE TRAIL
NOT TO SCALE �Z� (A*
0 10 20 30 W JUG N I TER PATE •L NOT TO SCALE n TYPICAL SECTION - HORSE TRAIL
R. C. E. 0. 66964 L `" w
EXP. 12-31 - II NOT TO SCALE W c H
REVISIONS APPROVED DATE ENC S DATE $ENARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN 8Y CHECKED BY APPROVALS CITY
OF ENCINiTAS ETTGIlVEERIl�TG DEPARTMENT DRAWING NO. o m Y
wommmmov IV
W M WGM WJS W M _
- GUILT PT NO. 1039 NAME. ENC-39 GRADING PLAN FOR., _
PLANS PR PAR D UNDER THE SUPERVISI N OF RECOMMEND D AP D c .
STAMPED ENC-39, L. S. 7322 REVI BY., pL,� _
NAVD 88 EL=323. 98 HORIZONAL 1 "=10 ' �. DATE: 2 II BY: BY: l OV`i• CREST DRIVE L r li �Q���j
a m lid
- SET 2. 5" CITY OF ENCINITAS BRASS
DISC IN THE TOP OF CURB, NORTHWEST Z zl O B ' R. C. E. NO. 68964 DATE: DATE: ZS
QUADRANT OF BIRMINGHAM DRIVE AND VERTICAL N/A ATE' WILLIA JUSTIN SUITER EXP. 12-31-09
LAKE DRIVE IN THE MIDDLE OF RETURN PLANNING CASE NO. 05-270 COP APN: 262-041-16 SHEET 2 OF 4
N:\1285F.pro211112008 PE 1285
GRADING PLAN 1864 CREST DRIVE
I
i EX DRIVEWAY
I
i
9 t
14
-(RAv-1p1G RA'TEO ON G1�R�E I
CHRtJN6L �RA111/}CP�u55 I 7�j
p2wEWAY I I r X DRIVEWAYI, ! m PROPOSED PCC DRIVEWAY APRON
fi 1
WITH McAWRIL CROSSING
FINISH
..� "- PROPOSED FINISH GRAS CONTOURS' TYPICAL � L � K } - T e�A�p?'AT TRAIL GR05SDrG
�oRH�P.A1N F EXISTING GROUND CONTOURS TYPICAL
58.97' ' ---- ...
PROPERTY IN
AREA � KkA I
5'
m h N --* .. _. �.. ' A11?i - t S
01^� CC BERM 14.0 m 13 3X �`
OSED 150' TO r PAVER i
FS=378.04 °
C
_ P VED DRIVEWAY 14% 14X 14% 14X I �.
TW@FS 353:05 SED 6" m ae FL OUT=365.45
BW @FS=353.05 PCG BERM til PROPOSED 4 PVC > TW@FG=37425 r u7 AREA r ;, w
r 1 STD*N09AIN (TYPICAU
- - - - - - - - - - BW@FG-374.25 m m IE ^ 1 .19.377.54 w w°
- TG-374 65 m }
- - - - - - - - - - -... - - - - - - - - - - - - - - =373.65._.
Th@FS-372.00 FL=377.66 v i
CoNlX NS IT \ BhpFS=372.00 j
W LOUNGE \\ � i � 5e Th@FG=373.00 >� I FG-377.91 I � W
a FG=353.5
Th@F•S=353.00 PROPOSED 4' MAX HEIGHT FF='�.0 369 BWFS=371.75 !� EX=377.49 �y
BW@FG=353.00 ROCK RETAINING WALL
PAD-367.5
\ F 70 00 TWLBFG=377.00
FF=361.0 BUILDING WALLS \ ThLFS=373 00
BUILDING WALLS / PAD-369.50 PAVER �rS=371.50 BhL�G=377.00 FL=377.41
�• �/'• • . • TG=352.90' FF=354.0 PAD=.�0.5 PER SEPERATE PEFmNIT '.
TE--351.90 PAD-353°5 PROPOSED STAIRS PER SEPARATE PERMIT�� i \ EX=377.44`
(SEF ARCHITECTURE PLANS) PROPOSED RETAINING WALL AREA DRAIN D1<L' r 1i II AY ti
11,pEL?c TW@FG=353.60 PER S(]RSD C-3. 1r A r HOUSE TG=369.4 \\
TW@FS=360.40 AREA DRAIN R II 3�S o
II FS=353:0 BW@FS=353°00 AREA DRAIN TG=360.30 IE=3'67.0 . _ \ ` ;tt III SD 6' WIDE-rv)tFBL9CK
Ae/NfORGEA
BW@FS=353.80 \ 'n FG=371.5 40'
W IE FS=353.0 _ TG=360.� IE=359.30 FS=360.40 1 1
FS-353.80 IE-359.15 FAMILY ROOM ^> 9 FG-371.5 PROPOSED 3' MAX fa.At EL SS BASE
=3 .90 FS-353. 0 AREA FEMB414G WALL
•I I .° d _ _ TW@FS=o.2.OG FF=372.00 �� � COURTYARD �,N - FG=371.5 X I X a
W II
=3 1.70 Th@FS=360. 0 FS=360.40 TG 371.9 FG=369.5 �-
c° FG=353.80 Bh S=364.00 IE=370.9 �� f a°e Th�G-374.50 '" EXISTING EDGE Ll� PAVEAENT
3
EI TG=352.90 �$ BW@FS=360.40 __. (RESIDENCE) �� I� PER 377.0 C-1
IE=351.50 TW@FG=353.80 FS-372.00 FF=372.0 �� BW@FS=372.00 I ThC�FG=377.00
v 1 _ ' FS=372.00 3715 �� GF=371.6 II Bh@FG=375.00., FL=377°32
PAD= \ ` 3.5' MAX
II BWOF-C=353.80 1g . . ° ° _ -= \ �� RETAINING WALL III %
° CIC' TW@FS=372.00 \ / - - - - $�d PROVIDE ADDITIONAL PAVING
/ , fX
.00 COVERED PER SORSO C-1 = _ _ _ - - AS NECESSARY TO MAINTAIN
POOL EIIPL. _ BW@FS=364.00 TW@FS=372.0 \ PATIO AREA DRAIN FL=37729 13' PAVEMENT FROM CENTER-BE
4
° "BW@FS=350. ! // \\ °. ROOM BELOW.• BW@FS=360.40 \ AREA DRAIN TG-374.75 AREA DRAIN 4
IX-377.32 OF (BEST DRIVE
\\\AREA DRAIN EF=360:5• \ ° °
AREA DRAIN TG=353.60 // �\ -= AREA DRAIN; TG=369.4 ,� D ,� TW@FG=374.503.45 � III I IE=375°90„ EXISTING
WATER SERVICE
TG=353.60 _ \\ 1=359.00 \� d ; TG=371.8 AREA „ \\ -368.0- GARAGE BIrLeFS=371.90 III FG=377.79
PROPOSED 0' HIGH
60 IW@FS=35b.80 __.._ // FS= 0.40 de \ IE-3708 G 6716" C[AiB
-mac-X- BWIFG-353.80 A 17 `w� \ IE 370 \ FF=372 00 PROPOSED -- PROPOSED REDWOOD HE40ER
4F�4 SIN A f % FS-372.00 \\ PAD-371.5 CON0:ETE WALKWAY 11 ���j��v1 EXISTING GAS MAIN
=352.20 \\ ✓° e TICS=372 00 ThLAFS=372.00 FG-371.5 TN@FG=377.00
TW@FG-353:80 X \\ 1h@FS-364.00'° : BUILDING W4LLS 1
2% \\ BW@FS 364.00. : "' BW@r=S=364.00 B&BEX=363.50 PEI? SEPARATE PERMIT TWG=373.00 BW@FG=377.00 I 50'
RIGHT WAY
IWpFG=350 80 i T ��` °l PROPOSED 4" PVC _ FS=371.5 -371 75 1 d 4 d
/ STOR439AIN (TYPICAL) FRONT SETBALK PROPOSED PCC LIRIVEWAY
FS-371 5 BW@FS-
1% FG=366.0 I I WITH FINISH
U r r SEPTIC FS=372.00 FS-371.4 �f 1 _ w�) AT TRAIL CROSSING
X TANK ✓ AREA DRAIN SPA a ^(BECK 1 TWWS=372.00 a j TW@FG=373.00 FG=377.46 1 _
� • a TG=363.9 =371.5 °? -372A0 %�( BW@FG=364.00 IIII
FL 377.10
�c„•.d r �,��.r.E T�CI�' � PLANTER - BW@FS=3
IE=362.8 ° FS=�71.4 a °
+IM 71 gp I
J 1
PPO)OSED $ERTIC': lT 1E-352.40� FS=364.00 AREA ER4IN 13' _.
SEEPACE PIT . ` 2 // f TG=371.8 a II f ti
f" (TYPICAL) - C // �. TW@FS=35680 IE=370.5 _ I O O O O O _ - __- - _ - 1 ;\_R-376.96
�A
TW@FG-351.75 �l BW@EX=353.80 TW@FS=372.00 I Q �/ - _ _ - _ - X FL=376°96 `v
lr7G= 8_ l / � BIAS=371.50 POOL
-)(-- =X WATER=355.00 FS=364.00 WATER=363.50 t� b� =3 1.40- - - - 4 PROPOSED 6" PCC BERM
NN
Y
3 _ X
d
TW EX=350.20 AREA DRAIN FL=356.80 AREA DRAIN AREA DRAIN' - _ _- '39'12 E 562.92' PROPOSED
4' WIDE DG TRAIL
TG=352.80 A,EA LWAIN TG=363.9 TG=371.8 TW@FG-364.00
_ _ ._....-_. .- . _____ _ - PEA CITY OF ENCINITAS RTRP
TW@EX=351.00 AREA DRAIN _...
BW@F5=350.00 IE=351.80 TG=357.90 IE=362.9 IE=370.3 BI�X=3&3.00 AREA DRAIN AfEA DRAIN AREA O9AIN PI�PEATY
LDE PATH STAKIN�S
BW F_S="'50.35 LE=x•90 TG366.50 TG=370.75 10373.90 TG=376.00
TWLBFS-35020 \ IE=3 i 50 =369.75 - IE=375.00 PROPOSED LIMIT
Bh@EX=353.80 / BW@FG 363.5 ` TG=364.90 IE=372.90
' POOL B ` _ IE-363.30 EXISTING FENCE TO BE REMOVED OF GRADDE APPROXIMATE LOCATION I
PROPOSED 4 ' MAX HEIGHT TW@FS=356.80 PER SEPARATE PERMIT - AS NEEDED OF EXISTING AC BERM I, f
ROCK RETAINING WALL TW@FS 372'00 EX DRIVEWAY
BW@EX=353.80 � PROPOSED GRANITE BOLLDER (3' TO 67 � •, �, �.
TW@FS 356.80 EXISTING FENCE TO REMAIN BN�FG=363.50 Aye PER SEPARATE PERMIT \
_ EXISTING FENCE L
BW@EX=354.10 REMOVE AS NECESSARY S C1�Fc NOTE.° :
�,,, u ALL RUNOFF FROM RODE DRAINS TO DISCHARGE
PROPOSED 12' SDRSD M-17 PROPOSED RETAINING TO LANDSCAPE AREAS FOR BMP TREATMENT
TENNIS COURT FENCE WALL PER SDIRSO C-4 i
31 RW - - TW
¢I I Q f i
25'
ti I 1
W 13' BOULDER / �
4' 6'
8' 8' 12"1 / ,. ( 1. PROVIDE 1:1 SLOPE AND PLACE
_ - PROPOSED CC CC x x l BOULDERS,AS SHOWN.
r
6" MIN " ,r_. BUILDING y i° I 1 2 W PER
N PROPOSED 4' WIDE TRAIL WITH EXIST. AC PAVING* -. n `r
� MAXI" HEIGHT INDICATED LYV'
THIS DETAIL. TW & B
4" DG OR NATIVE CRUSHED ROCK BW r 45 " MAX PLAN.
SURFACE PER CITY OF ENCINITAS PROP 0" HIGH -
RTMP PATH STANDARDS PROPOSED 6" X 26 PCC to 3. COMPACT 6 FILL MATERIAL.
REDWOOD HEADER CURB 6" G-1 CURB 5" G-1 CURB `
QPpFESSION PROPOSED CONCRETE PAVERS OVER
�O 3USTr q! INSTALL -rvRFQcocK SWALE 6" AGGREGATE BASE* (TYPICAL) 1 '6" 4'6" MAX
RE oRCK *PROVIDE ADDITIONAL PAVING AS NECESSARY TO
A SWAM MAINTAIN 13' PAVED WIDTH FROM CL TO EDGE OF VARIES, SAME AS 'H"
o ; 9 m OVER GRAVEL SWALE. MIN. PAVEMENT SECTION
LU NO. 68964 m 6" CL. I 4" AC OVER 6" CLASS II BASE. GRID AND OVERLAY %s BU 1 LT
PC ExP. 12/31/09 AS NECESSARY FOR SMOOTH TRANSITION TO
GRAPHIC SCALE 1"=10 ' y}
EXITING PAVEMENT.
s'Tq� CIVIL P
0 10 20 30 DF CA 1IF E TYPICAL SECTION-GRAVEL SWALE F SECTION-DRIVEWAY DETAIL ROCK RETAINING WALL
W. 11 TIN SUI TER d4TE
NO SCALE NO SCALE NO SCALE R. C.E. Nb. 68864 N
t`Xp . I2-3f- II
DESIGNED BY DRAWN BY CHECKED BY a
REVISIONS AP ROVED DATE RE NC DATE BENC�RK, SCALE PLANNING & BUILDING WGM WGM CHECKED APPROVALS CITY
OF ENCU%TAS ENGINEERING DEPARTMENT DRAWING NO. m>wis
i AS-bult,f - T' PT N0. 1039 NAME: ENC-39 PLANS PRE AHED UNDER THE SUPERVI,S/ION OF RECOMMENDE APPR
D GRADING PLAN FOR: o �€
STAMPED ENC-39, L. S. 7322 REVI WE/ BY. DATE:�(�(._�p-$_ 1864 CREST DRIVE 482-G IL- -
NAVD 80 EL=323. 98 HORIZONAL 1 "=10 ' � � BY: BY: -
SET 2. 5" CITY OF ENCINITAS BRASS A. C. E. N0. 68964
DISC IN THE TOP OF CURB, NORTHWEST VERTICAL N/A Z/24101 DATE: DATE:t,"3, Lg /o IS
QUADRANT OF BIRMINGHAM DRIVE AND D TE: WILLI M JUSTIN SUITER EXP. 12-31-09 APN 262-041-16 SHEET
3 OF 4
LAKE DRIVE IN THE MIDDLE OF RETURN PLANNING CASE N0: 05-270 LUP
N:\1285F.prO211112008 PE 1285
EROSION CONTROL PLAN 1864 CREST DRIVE
d_
STABILIZED CONSTRUCTION ENTRANCE ! t I
(SEE DETAIL THIS SHEET) I • J= \ s
DOTTED HATCH REPRESENTS
DOTTED !IATCH REPRESENTS PROPOSED FIBER MATRIX PAD I I o
PROPOSED FIBER MATRIX PAD STABILIZATION (TYPICAL)
STABILIZATION (TYPICAL) __ .
RPOPOSED SILT FENCE— I
CAL I I O
(TYPICAL)
. . . . . . . . . . . . . . . . . . .
�.—�-
. . ... . . . . ..
. . . . ♦ . f
(
fl........... ::'::.
.................. .......... ....... ................. .
.... ......... . . . . . . . . . . . . . . . .
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• • ♦ , w ......... w • ♦ ♦ ♦
,
....... ............. ..♦ t • ♦ ♦ • • e ♦ • • • • . ♦ ♦ . . • • e ♦ ♦ ♦ ♦ ♦ • • ♦ .
................. .................... .
I
ii
� 7
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'F
x ♦ .u • ♦ • • ♦ ♦ ♦ • ... ....... .... ... , 1 p ems.
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1
M
. ..... . . . . . . . . b
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I
•]t: I fa x
..... .......:'.':. :
f . .
HPOPOSED DETENTION B SI . . . .. . ............... ., . . . . .: 1 ::::: .,.....:•:..:.....
1..... i a
4y}
T.
.. . . . . .......... . . . . . . . i r ............ .. p :. . . . . . . . .......... ............
RPOPOSED GRAVEL BAGS
.............
a
PROTECTION ........ .. ..... .._. ... ..... � ...... . . . . . . . . . , ............ .... +�. 11/AIN�USB
FOR SL OF'. . . . . .
. . 1
e •
Fig AL . . . . . _.... . . . . . . . . . . ...... . .. . .
I
s
♦ , a • p
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gyp( . . . . . . . .. • . • . • • ♦ ♦ • ♦ ♦ ♦ • . . ♦ ♦ . . ,. • . • . ♦ . • . ..• •:- «•�. '
_
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...... . . . . . . . . . . . . . . . . . . . . . . .
i Z
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I
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. . . . . . . . . . . . . . . . . . . A.
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�L
RPOPOSED SILT FENCE CROSS HATCH REPRESENTS ; } FAD Gi.AVEL BAGS
(TYPICAL) PROPOSED HYDROSEEDING RPOPOSED SILT FENCE FOR SLOPE PROTECTION
(TYPICAL) (TYPICAL) (TYPICAL) ?goFESSlv,�
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTI MES EROSION CONTROL NOTES h�Q`�op� 3usT
1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NOTES:
ti m n
JAMES WOODS JR. AT (760) 599-5500 24 HOURS L' a No. ( d964 9 m
CONCH 1E WASHOUT TRAINING w m
� Exp. 12/31/09 z
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ' )NTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 2• EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
WASHOUT AREA TJ CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS AVAILABLE AT
ALL TIMES DURING THE RAINY SEASON. ALL 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE STq CIVIL p
WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE AT RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATE'. SHALL BE AVAILABLE TO EVERYONE WORKING ON FTTE. THE PROPERTY CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF POST-CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP OF Ep�1F
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS TEMPORARY DEVICES
WHEN RAIN IS IMMINENT . THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
ABOUT STORMWATER REQUIREMENTS AND THETA OWN RESPONSIBILITIES. FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION I
CONSTRUCTION SITE ACCESS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED OF ALL CONSTRUCTION OPERATIONS.
WASTE MANAGEMENT WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I CONTRACTOR SHALL BE RESPONSIFIE FOR PROPERLY DISPOSING OF ALL WASTE 4. THE
CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES DISPOSING OF POLLUTANTS, DIRECTING WAS WA1tR INTO
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OA CORRUGATED STEEL AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE LANDSCAPING
AREAS RATHER THAN INTO THE STREET GUTTER
PANELL/PLATES. PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE AFTER EACH RUN OFF PF,ODUCING RAINFALL. OR STORM DRAIN,
MINIMIZING THE USE OF HOUSEHOLD
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL CLEANERS AND OTHER PRODUCTS WHEN
THEY HAVE THE
CONSTRUCTION VEHICLES MEASURES AS MAY BE REQUIRED BY THE CITY ENNGINLER DUE TO POTENTIAL TO CONTRIBUTE POLLUTANTS INTO
STORM WATER,
SE SEEPAGE FROM DUPE PL,� SHALL BE DISCHARGED INTO STT THE NA UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES AND SPILL
CLEAN LR TECHNIQUES. ,N
A � c.,:F:C AREA AWAY =�v•, GUi Tt� AND STQRM#DRAIN SMALL BE DESIGNATED B�/DIKES SHALL BE PL.= 'FD AROUND DlrN�l°STERS TO DIVERT THE NATURAL WHICH MAY
RAISE.
FOR C ^1STRUCTION VE. iCL_S PARKING, VEHICLE RL - :VQ AND ROUTINE STORM RUNOFF. DUMPSTERS L ,,ALL BE CHECKED FREQUENTLY FOR LEAKS. 3.
IN THE EVENT THAT LANDSCAPING MATERIALS ARE
EQUIPMENT " TNTENANCE. ALL MAJOR REPilRS SHALL BE MADE OFF-SITE. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT REQUIRED
TO BE STOCKPILED, THE STOCKPILES WILL BE
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 6. THE CONTRACTOR SHALL BE RPREVENTBPU AND SHALL TAKE LOCATED
OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO
COVERED WITH is ^S IN ORDER TO AVOID RAIN FONTACT WITH ANY TRASH NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
EROSION CONTROL AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. REDUCE THE POTENTIAL FOR STORM WATER TO COME
IN
MATERIAL . CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS
EROSION CONTRUI MUST BE F,30ViJED FOR ALL EROSIVE SUE:. . -4. SLOPED 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES,
c T MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
SURFACES ESP CI LLY SHALL BE PROTECTED EROSION AGAINST VOL ION bT NSTALLING GRADING PLAN SHALL BE INCORPORATED HEREON. COURSE OF MORE
THAN 1 DAY, THEN THE STOCKPILE WILL BE
EROSION RESIJTi,NT SURFACES SUCH AS EROSION CONTflOL MATS, AOEt>lUATE VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT
GROUND COVER VEGETATION, AND BONDED FIBER MATRL`:. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR 8, GRADED AREAS AROUND
THE PROJECT PERIMETER MUST DRAIN AWAY
FACE BE CAPABLE OF COMING IN CONTACT WITH. THE STOCKPILED
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS FROM THE FA OF SLOPE AT THE C�^NC USICN OF EACH WORK MATERIAL.
LRAPHIC SCALE 1 "=20 '
Nf EXCAVATION AND GRADING ACTIVITIES ARE ALLOWEL GORING WET WEATHER. WASTE HOTLINE TOLL FREE AT (800) 7114-119F. FOR INFORMATION ON LANDFILLS
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN
DIVERSION DIKES SHAD_ BE C NSTRUCTED TO CHANNEL RUNOFF AROUND 1HE 9. REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AUTOMATED
RAIN SHUTOFF DEVICE WHICH WILL DISCONTINUE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION 'A THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
USING PFRMANL4T AND TEMPORARY EROSION CONTRLL MEASURES. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40%) . SILT IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS 0 20 40 60
RECYCLING RECEPTACLES AROUND THE SITE. SUFFICIENTLY SATURATED.
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
REMOVE EXISTING VEGETATION ONLY WHEN AE40111TELY NECESSARY. LARGE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY 5.
THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY
PROJECTS SHALL BE CONDUCTED IN F, !ASES TO AVCIO UNNECESSARY REMOVAL .10 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING
OF '4E NATURAL GROUND COVER. DO .:"'T REMOVE TREES OR SHRUGS LOCATE PORTABLE TOILETS AWAY FROM STOAMDRAIN INLETS ON PERVIOUS EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER
UNNECESSARILY,• THEY HELP DECREASE EROSION. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH HEADS WILL BE REPLACED AS
NEEDED, AND IN THE EVENT
SURFACES. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR
TEMPOPIPY IEGEiATiL.J MUST BE PLANTED ON SLOPES OR WHEr.E CONSTRUCTION OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
IS NO' IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, BREAK
S REPAIRS WILL BE ARRANGED FOR AND THE
AND STCT"?MDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL OF CALIFORNIA DEPARTMENT OF CONSERVATION. IRRIGATION SYSTEM WILL
EITHER BE SHUT-DOWN ENTIRELY
BE PRLVENTED BY PLANTING FAS1-SROWING ANNUAL AND PERENNIAL GRASSES TO THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. OR THE PROBLEM
AREA WILL BE ISOLATED AND TAKEN
S IELD AND 6IND T E SOIL. OFFLINE IF POSSIBLE, UNTIL THE PR06LE•M :S C.SRRECTED. + . SET POSTS ANG EXCAVATE
A 2. STAFLE iY:F+c ^=NC.:NL -O
PLANT PERMANENT VL' NATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND 4 BY 4 IN (10 BY 10 CM) THE POSTS.
GRADING A^TIVITIES ARE COMPLETE. TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
WATER USAGF r-OR L i CONTROL SHA' I BE MINIMIZED.
ON-SITE CONSTRUCTION MAI--:AIAL STORAGE NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION —
STOP", MATERIALS SHALL BE CONTAINED IN A SECURE ` LACE TO PREVENT SEEPAGE ENTRANCE IN THE FIELD AS NECESSARY
AND SPILLAGE. 7 , -9ACTOR ' 4ALL STORE THESE PRODUCTS WHERE THEY WILL
STAY DRY OUT 0: THL RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
FOFr ALL FUEL STORED ON-SITE. CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
ELIMINATE OR REDUCE POLLUTION OF S#yAMWATER FROM c;TOCKPILES KEPT ON-SITE. TRAPPING DEVICE
STOCKPILES MAY INCL#' E SOIL, FARING MATERIALS, ASPHi,L i CONCRETE, AGGREGATE // 4 IN (10 CM)
BASF ETC. STOCKPILL�'_SHALL BE LOCATED AWAY FROM CONCENTRATED STORF4WATER GRAVEL BAGS
FLOWS AND STORMD,,AIN INLETS. STOD ILES SHALL BE COVERED OR PROTECTED 1 112" CRUSHED ROCK A 3. ATTACH THE
FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITI' A TEMPORARY SEDIMENT FILTER Q000 00 EXCAVATED SOIL.
BARRIER AROUND T,-LE PERIMETER, AT ALL TIMES. THE WIRE FENCE AND EXTEND IT
FABRIC INTO THE TRENCH.
INLET ORIGINAL
° ° ° • GRADE o • • 4 • • ° ° WIDTH AS REQUIRED II II II 9
ANTICIP�EDTTRAFFIC ( I ICI I�I FILTER FABRIC I�
U • ° °• • a• ° �� I �� _-WIRE _
A
.1 ' MIN.. UNLESS OTHERWISE • ° •d • , •4 • ��%
SPECIFIED BY A SOILS ENGINEER
RUNU. F TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 19' RADIUS A
WI -
WITH ENDS OVERLAPPED RUNOFF SECTION A-A MIN. V� ' �v '
50 ' MIN
GAP F rTWL EN BAGS AS S U I LT
ACTS AS PIL LWAY NOT TO SCALE
CONSTRUCTION �N7RANC,6=. W. J r1N sufTER W z 14
NOT TO SCALE NOT TO SCALE w N
NOT TO SCALE ►°
R. C.E. N0. 68964
EXP. 12-31- II w
REVISIONS APPROVED n4TE R FE NCF DATE DESIGNED BY DRAWN BY CHECKED BY Z m o
BENCfIlVIARK SCALE PLANNING 8t BUILDING wcM wsM was APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
NO. ,
W mz
i AS IL"r - PT NO. 1039 NAME: ENC-39 PLANS PREP RED UNDER THE SUPERVIS ON OF RECOMMENDED APPR GRADING
PLAN FOR: o N�ia
NAVDPBC EL-323. 98 S 7322 HORIZONAL 1 "=10 ' REVI W BY: a mo
�j LA ��+ ]����+ dQ U)
SET 2. 5" CITY OF ENCINITAS BRASS `� DATE: Q `b BY: BY: 1864 Cl\L'iST D1�1 Yhi T`'2�C
ag� A
DISC IN THE TOP OF CURB, NORTHWEST �_/ Q$ R. C. E. NO. 68964 DATE: DATE:
QUADRANT OF BIRMINGHAM DRIVE AND VERTICAL N/A DA E' WILL#M JUSTIN SUITER EXP. 12-31-09 $
LAKE DRIVE IN THE MIDDLE OF RETURN PLANNING CASE N0: 05-270 CDP APM 261-041-16 gHEET 4 OF 4
N.,\1285F.pro1/712006 PE 1285