2007-692-G (Plans)GRADING NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
THE STANDARD SP.':CIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANCES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "SOIL INVESTIGATION FOP
THE PROPOSED THREE LOT RESIDENTIAL SUBDIVISION
LOCATED AT 1435 RAINBOW RIDGE LANE, ENCINITAS, CA.
PREPARED BY B &B ENGINEERING, INC, DATED SEPTEMBER 18,
2005.* ALL GRADING SHALL BE DONE IN ACCORDANCE WITH
THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED
INLAID REPORT *RNn v e TJ� & /JJ'2oIZa
�AeNCO JP RT 1 TTE�L �k'(Et� 2�" Z01M
3. A PROVAL OF 3IS PLAN DOES NOT CONSTl_7tTE APPROVAL OF
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL OE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING.
5. CONTPk'3 --J;3- SHALL TAKE ANY NECE'�'L ARY PRECAUTIONS REQUIRED
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
Rr_PAIRED TO CONO-TION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
ESTABLISHEO AND REPLACED BY A REGISTERED CIVIL ENGINEER
0;1 A LICENS' °O LAND SURVEYOR.
7. Tit CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAr"ETY DEVICES INCLUDING SHORING, AND SHALL BE
PESPO,JSIBLE FCR - °9NFOPMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY ANT) HEALTH STAND I,'�D 7, LAWS AND
R- r "ll- ATION,3.
B. "AAnlNr3 AND EQUIPMENT OPERATING WITHIN ONE- -HALF (1 /P)
MILE Or A STRUCTURE FOP HUMAN OCCUPANCY SHALL NOT BE
CONNECTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M.
NOR ON SATUPT)AYS SUNDAYS AND CITY P- =COGNIZED HOLIDAYS.
S. NO ,JRAnING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEp.FIN& HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE
r „ a °NT CTTY INS;'ECTOR, CIVIL: ENGINEER, SOILS ENGINEER,
G OADIN CONFi•dACi r,T AND PEPMITT�F . THE PAEGRADE MEETING
SH.'LL 6Z 3 HEDULED WITH THE 'ITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 - 2770.
10. PRIOR TO HAULING Di 3T OR CONSTPIIC, -'JN MATERIALS TO ANY
PPr..'SED CONSTRUCTION SITE WITHIN THIS PROJECT THE
D;V, :'.OPER SH.P.L S!.IBMIT TO AND RECEIVE APPROVAL FROM HE
C{TY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALI, CONDITIONS ANO REQUIREMENTS THE
CITY ENGINEER MAY IMPOSE WITH REGAP,111!3 TO THE HAULING
npEAAFTON.
li ".)ON,FTNAL COMPLETION OF THE WORK UNDER THE GRADING
PEi,Mj 3UT PRIOR TO FINAL GRAWING APPROVAL AND /OR FINAL
R=LEASa' OF SECURITY, AN AS- GPADFD CERTIFICATION SHALL BE
PROVTDED STATING: "THE GRADING UNDER PERMIT NO. 692 -G
HA_r 3r °E'Pl I E RFOPMED IN SUBSTANTIAL CONFORMANCE WITH THE
4''`OIEO G,?ADING PLAN OR AS SHOWN Q,J THE ATTACHED
;3-CRADED PLAN THIS STATEMENT SHALL BE FOLLOWED BY THE
0A °I- AND C7-,.�'ATUPE OF THE CIVIL ENGINEER WHO CERTIFIES
S' ",; I bRAD.Ia Ja OPERATION.
AIL. f4t -7ADN' ,SHALL BE INSPECTED AND TESTED BY A QUALIFIED
SAILS rNGINEE_R OR UNDER HIS DIRECTION. HE SHALL INSPECT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILES
AN7 BACKFILLS AND COMPACTION -OF TRENCHES. HE SHALL
irIJMTT "�OP,S REPORTS AS REQUIRED AND WILL JETERMINE THE
'IJITA81L' FY uF ANY FILL MATERIAL. UPON COMPLETION OF
DaADING l EJ'l,AT.1ONS HE SHALL STATE THAT OBSERVATIONS AND
F6 TS drN ?t° MADE BY NT'4 OR UNDER HIS SUPERVISION AND T; IAT
TN rff-3 6,,Jd NIOR ,ALL _HBANKMENTS AND EXCAVATIONS WERE
q')CTE U IN ACCORDANCE WITH THE APPROVED GRADING PLANS
AND .11-I. FH3ANKMENTS AND EXCAVATIONS APE ACCEPTAPI E F ?
THE- L,°i IN i - NOE0 USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PI,OVTDE POSITIVE DRAINAGE AND PREVENT PONDING
OF WA7 LR. He SHAT L CONTF ", S''' ,'ACE WATER "ND AVOID
PA, "h °- 10 ADJOINING P IOPEHFILj OF TO FINISHED WORK ON THE
.,fl ll` b ;HALL TA ;C c REMEDIAL MEAr0RES TO PREVENT EROSION
.,SHI.Y GRADED A,?EAS UNTIL SU. °I TIME AS PERMANENT
I 'QINAP ANl0 EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
'11. a L_ APEA°,' TO 3E FILLED SHALL BE PREPARED TO BE FILLED AND
c'.,LL BE PLACED IN ACCORDANCE WITV STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER ;AND OBJECTIONABLE
MATE;7IAL SHALL BE REMOVED BY THE CONTRACTOR FROM °THF
SU , "ACE Uh ,N WHICH THE FILL IS TO BE PLACED. LOOSE FIN_
ANO ;LLUVIAL 30ILS SHALL BE REMOVED TO SUITABLE FIRM
NAFUAAL GROI.!N^. (HE EXPOSED SOILS SHALL BE'i'CARIFIEU TO
A DEPTH OF 12.I14CHES AND THEN COMPACTED TO A MINIMUM OF 90
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLALF, SPREAD, WATER AND COMPACT THE FILL IN STRT• °:T
ACCO,'7GANCE WITH SPECIFICATIONS.
15. CUT _AND F=ILL SLOPES SHALL BE CUT AND i,gIMMED TO FINIS; I
BADE TO PR0OUC;P SM ^'OTH SUAFA!'S AND UNIFORM CROSS
- 3:C7 IONS ° THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
.SHALL T-34: SHAPED, PLANTED AND TRIMM, 0 AS DIRECTED 3Y THE
ENGINEER `77 WORK AND LEFT IN A NEAT ANO ORDERLY
CONDITION ALL 'STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE POUNCED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16, ALL TR._ES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
SHALL BE COLLECTF7, PILED OR OTHERWISE DISPOSED OF OFF
THE RITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAV`" BEEN CLEARFO WTI`,'l A NEAT AND FINISHED APPEARANCE
FREE FROM UNSI z;HFLY DEBH.L,3. APPROVAL fF LOCATION OF
DEERIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
'SCE 1ib�!
REVTSIONS APPROVED DATE
I!-4 -1y
NOTIFICATIONS STORA WATER POLLUTION CONTROL BMP NOTES
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTIONACTIVITIES
AND,STRUCTURES SHOWN ON THESE PLANS W,-PE OBTAINED BY A
SEAP.CH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE- APE NO EXISTING UTILITIES EXCEPT AS SHOWN CONCRETE WASHOUT
ON THESE. PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASHOUT AREA TO CONTAIN WASHOUT WASTFS ON SITE. IT IS ILLEGAL TO
MEASURES TO PROTECT ANY EXISTINr UTILITIES OR STRUCTURES WASH CONCRETE, SLURRY, MORTAR, STUCCO, tLASTER AND THE LIKE INTO
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S THE .TORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VEPIFT_rtflON AND LOCATION OF UTILITIES AND NOTIFICATION CONSTRUCTION SITE ACCESS
OF CO 9r "9tNCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
A. SEWERS - LWD (760) 753 -0155 EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT PANELS /PLATES.
C. WATER - SDWD (800) 422 -4133 - DIG ALERT CONSTRUCTION VEHICLES
D. TELEPHONE SBC (800) 422 -4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
E. CABLE TV COX (BOO) 422 -4133 - DIG ALERT EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINESA'S OFFICE 48
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL
PHONE: (760) 633 -2770. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SI.LRFACES. SLOPED
3. THE CONTRACTOR St' "IL GIVE 24 HOURS NOTICE ON CALLS FOR SURFACES LSPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLINLd �
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO GROUND COVER VEGETATION, AND BC',DED FIBER MATRIX.
REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
SOILS ENGINEER'S CERTIFICATE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
I, Sleoiew P. 44-- A REGISTERED CIVIL ENGINLF,R IN THE STATE OF CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST ERO�ION
CALIFORNIA, PRINCIPALLY D0j.'iG BUSINESS IN THE Fl-L' 0 OF APPLIED SOIL USING PERMANEPI; .AND TEMPORARY EROSION CONTROL MEASURES.
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUD OF THE SOIL
CONDITIONS PREVALENT WITHIN REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
DIRECTION BETWEEN THE DATES tP aF -Z -F SITE WAS MADE BY ML OR UNDER MY PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY C AND -!C ONE COMPLETE OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
•
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY UNNECESSARILY, THEY HELP DECREASE EROSION.
ENGINEER, FURTHERMORE, I TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
BEEN INCDATIONS INCLUDED IN THE SOILS RAND S FOR THIS PROJECT HAVE BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
BEEN INCORPOA E N THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: SHIELD AND BIND THE SOLI_.
�� --
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
ACE NO.: 3 9/ ®2 -5 GRADING ACTIVITIES ARE COMPLETE.
EXP. DA TE: WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
�n
B &B ENGINEERING, ON -SITE CONSTRUCTION MATERIAL STORAGE
INC.
1611 -A SO. MELROSE DRIVE #285, 3 1 STORED MATERIALS SHALL BE CONTAmNED IN A SECURE PLACE TO PREVENT SEEPAGE
VISTA, CA 92081 -5471 AND SPILLAGE. CONTRACTOR SHALL STO'= THESE PRODUCTS WHERE THEY WILL
760 - 9453150 STAY DRY OUT OF THE RAIN. CON7AACTUk SHALL PROVIDE SECONDARY CONTAINMENT
FOP ALL FUEL STORED ON -SITE.
EROSION CONTROL ELIMINATE OR REDUCE POLLUTION OF STORMWATEA FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED ,l,)RMWATEP
LAWRENCE HOLLAND Al (LGIS REQUIRED, 24 TACT A DAY FLOWS AND STORMDRAIN INLETS. STOCKPILES SHAD° BE COVERED OR PROTECTED
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIM NT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE BARRIER AROUND THE PERIMETER AT ALL TIMES.
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVEN.ENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF _T -IAINING
TEMPORARY _VICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED uONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. ENCINITAS SHALL RE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLbi -ION CONTROL REQUIREMENTS. THESE BMP NOTES
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. FHE PROPERTY
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER OWNER Q) AND THE PP1i4E CONTRACTOR MUST INFORM SUBCONTRACTORS
AFTEH EACH RUN OFF PRODUCING RAINFALL. ABOUT STOF,31WATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL WASTE MANAGEMENT
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO -
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH CONTRACTOR SHA'_L BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
WHICH MAY ARISE. AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNIJSED OR WASTE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL 'JAKE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO CONVEYANCE SYSTEM, IS STRICTLY PrROHIBITED.
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
I. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVEJ BERMS /DIKES SHALL BE PLACED AROUND DUMP ;3'lLPS TO DIVERT THE NATURAL
GRADING PLAN SHALL BE INCORPORATED HEREON. STORM RUNOFF. DUMPSTERS Sh,'L BE CHECKED FREQUENTLY FOR LEAKS.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN. AWAY DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH 4iORK LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
0 AY• COVERED WTTH TARPS IN ORDER TO AVOID RAIN CONTACT WITH AVY TRASH
MATERIAL.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
AT TH7 END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN IiANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WAT73 -BASED PAINTS,
vAOBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT VEHICLE Fl-UIDS, BROKEN ASPHAL T AND CONCRETE, WOOD, AND CLEARED
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MU. °,T BE TAKEN
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS IYASTE. FOR
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
EFFECTIVE COVERAGE OF GRADED SLOFc3 (90% COVERAGE) PRIOR WAS7_ HOTLINE 7OLJ_ FREE AT (80O) 7114 -1195. FOR INFORMATION ON LANDFILLS
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH AND =0 ORDER DU14F -3TERS CALL EDC:) AT (760) 436 -4151.
PUNCHED STRAW INSTALLED IN ACCORDANCE WITh SECTION 35.023
OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE STATE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
OF CALIF( ;NIA DEPARTMENT OF CONSERVATION. RECYCLING RECEPTACLES AROUND THE SITE.
NOTES: PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
OR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
LOCATE PORTABLE TOILETS AWAY FROM STORMDr?AIN INLETS ON PERVIOUS
1. JWNE;3 fJ Ot?(AlN A CONSTRUCTION PERMIT FROM THE SURFACES.
ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO
WORKING IN THE PUBLIC RIGHT OF WAY. FAILI.!RE TO 170 SO ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
WILL RESULT IN AN ISSUANCE OF A STOP WORK NOIiL.: AND AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY Or (H- THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
OWNER TO KNOW WHERE 71E LOCATION OF THE PROPERTY
LINE IS.
2. ALL UTILITIES SERVING THIS SITE SHALL dE INSTALLED LANDSCAPIlVG
UNDERGROUND.
3. NO CONCENTRATED DRAT:a,aGE FLOWS ARE PERMITTED OVER 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
ADJACENT PROPERTY LIN WATER IS TO DRAIN AWAY FROM WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
CONVEYFr% TO AN APPROVED DRAINAGE FACILITY. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
4. °EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, 2. FINISH GRADING AND PLANTING SHALL 3E ACCOMPLISHED ON ALL
VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
WHERE A.,DLICABLE TO PREVENT SOIL EROSION ON SITE. ---- -- OF AN •.S GRA r- u,' R 1 AND APRIL 15.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER � W NE -s �' f 71�� _rC
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED
SOIL FROM LEAVING SIT MATERIALS MANAGEMENT BMP MUST
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY PI?GKIE�
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO CoC�,G�H J�0�0,1 c NE
WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS PLACEMENT OF P R
E1WKnONME fFAL NOTES:
LEGAL DESCRIPTION
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 25% A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
QUARTER OF SECTTON 3, TOWNSHIP 13 SOUTH, RANGE 4 WEST,
2. THc MAXIMUM VERTICAL. DEPTH OF CUT IS 5.0 FT AND THE
MAXIMUM SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY
Vr' MA L HEIGHT OF FILL IS 6.2 FT
OF SAN DIEGO, STATE: OF CALIFORNIA, ACCORDING TO U.S.
GOVERMENT SURVEY APPROVED APRIL 19, 1881 AS DESCRIBED
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 2.3'
IN A DOCUMENT RECORDED AUGUST 4, 2006 AS DOCUMENT
OF CUT AREA OF CUT (S. F.)
NO. 2006 - 0556721
B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 2. B '
- °' - - -- - --
OF FILL AREA OF FILL (s. F.)
A.P.N.: yppyp yp ®�
Oliq`.T,'R'S CERMCATE
_-
SITE ADDRESS
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGE] TO
THESE PLANS.
1435 RAINBOW RIDGE LAN-
ENCINITAS, CA 92024
IT TS FURTHER AGREED THAT THE OWNER ( DEVELOPER) SHALL HAVE A
RLG LSTERED CIVIL ENGINCER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
�� � llnVF �F�E
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
HtC i �51GINS IIEV PA-INBQW,RIDGE ESTATES -LLC
TWE IMPROVEMENTS.
105n �{� a �1�Io�i Ate. S°f.7 ®0 "��TL AVENUE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
SA S �+ELffo, Gk 4=1 �F A' X2024 '
7 V J� �T✓
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
AND STABILITY OF - -.
ESTIMATED EARTHWORK QUANTii'IES
123/ m
2,500 CUBIC YARDS EXCAVATION (CUT)
` " ^ "'^ "' " ^�
"
2, 500 CUBIC YARDS EMBAN=°1ENT (FILL)
L 49 7dTF a
0 CUBIC YARDS EXPORT
# ESTIMATE DOLE NOT INCLOuE STRIPPT ""!JS, UTILITY
TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR
PERMIT rURPOSES ONLY. (CALCULATED ON A
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
DUE TO SHRINKAGE OR SWELL FACTons) .
ti REMEDIAL GRADING QUANTITIES = E 000 Cy
Inc N 6L"1104& ,111 e a tit-, g �E
LEGEND
PROPERTY SUBDIVISION BOUNDARY - -
PROPOSED SETBACKS - - - - -
Y Il�EV= Alt n PROPOSED LOT LINE -
PROPOSED CONTOURS --255
NTS
EXISTING CONTOUn?
NPDES STATEMENT / SPECIAL NOTE EXISTING EASEMENT
DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF EXISTING SEWER CLE,:,iJUT
STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. R9- 2007 -0001 EXISTING SDG &E BOX
(N.P.D.E.S. GERNERAL PERMIT NO. CS0108758), WASTE DISCHARGE -"
REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH EXISTING OVERHEAD ELECTRIC LINE
CONSTRUCTION AC7IVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM (FOP NEIGHBORING HOUSE )
- z
WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM '
PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE EXIST -11% cJv_ -lF PAVEMENT
COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE _
NOTICE u, IlTENT (NOI) WILL BE FILED WITH THE SWRCB. A COPY OF CENTERLINE -- THIS PRO,k SWPPP SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED;
FURTHER A PY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE EXISTING WATER MAIN w -
PERMIT NUMJER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF
ENCINITAS WHEN RECEIVED. EXISTING SEWER MAIN -
IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PROPOSED 4" SEWER LAT°RAL PER LWV J -17 $
PO.IYION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 692 -G,
AND BY SWRCB ORDER NO. A9- 2007 -0001, AND ANY SUBSEQUENT AMENDMENTS PROPOSED 1" WATER SERVICE PER WA£ 01 & 03 r1
THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN -- -
SECTION C./ of SWRCB ORDER NO. R9- 2007 -0001.
NOT # 9 S 7 C 3y 905 Z LIMITS OF WORRK /GRADING �' W
PROPOSED FLOWLINE - -
BY DATE I Z 3 a DRAINAGE DIRECTION
LAWRENCE HOLLAND
MANAGER PROPOSED PAVEMENT
-
STATEMENT OF ENGINEER OF WORK PROPOSED CONCRETE CURB PER SDP SD G -1
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED RETAINING WALL PER
SHALL COMPLY WITH 7HE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF TILE SDRSD (TYPE FLEA PLAN) WITH
DECORATIVE BLOCK
ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURT14ER AGREES THAT THE WORK
PERFORMED K7RE.TN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQU1rE BY THE CITY OF ENCINITAS. T;IE EPIrTNEER AGREES THAT ANY PLANCHECK OR HATCHED AREA REPRESENTS LANDSCAPED
REVIEW PERFOMED BY THE Clt)' OF ENCINTTAS IN ITS CAPACITY f'S A PUBLIC ENTITY AREA FOR BEST MANAGEMENT PRACTICE NOT
FOR THE PLANS- PREPARED BY THE ENGINEER IS NOT A DE7r;'MTNAFION BY THE CITY OF TO BE I °nnTF.T.EO WITHOUT PERMIT FROM THE
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF Fi5 PLANS OR DESIGN, CITY.
AND IT THLOEFORE DOES NOT RELIEVE THE ENGINEER OF PESPONSIBLITTY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY PROPOSED PCC CONCRETE - THICKNESS 5"
AND HOLD HARMLESS THE CTTY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACT.:,, GRAVEL BAGS PER DETAIL A o o � o 7) o 0 0 0 o 0
ERRORS- OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITi1N "HE 90UPSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF SILT FENCE PER DETAIL B
THE WORK PE FO ED BY THE ENGINEER.
6" PVC FIRATNAGE PIPE, UNLFSS
BY: OTHERWISE 'INDICATED
WILL AM JU IN SUITER V DATE CONSTRUCTION ENTRANCE
QRpFESSION 12'X12" AREA DRAIN
RCE No. 68964 Q�OP� 3USTI,VSI� "NO PARKTVG FIraE - SIGN - -- �
PASCO ENGINEERING INC. w a N0. 6896 33 m 'T or °H
cr 535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074 Exp. 12/31/OR BMP STATUS �' ° °`' >6�f3S
PE 1507
�T9 CIVIL �� PRIo21tY TREAT-
OF CA, -_-
MFNT SUALE FKC,- CASE NO. 06- 168 -TM /DR /MIN /CDP APPROVED
V l co S" M081"' 8 i'E
, R PC RESOLUTION N0. 2007 -13 ON MAY 3, 2007.
,.�
o TABLE TOILETS ENCIIJITAS FIRE FROTEGTiON DIST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS & RECREATION DEPT. PUBLIC O DEPT. LEUCADIA WASTEWATER DIST.
OVER A PERVIOUS SURFACE.
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL REVIEWED FY, IEWED BY.' RE VI D BY
BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND �y'�$e►c6'
CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF
DPAlh� DRIVEWAY, AND STREET. G -2s•O7
DATE.' DATE.• DATE:
REFERENCES DATE oesiGNeO er RnwN
SIGNATURE EXPIRESiCKEEAeRS AFTER DATE
BENCHMARK SCALE �G & BUILDING TGL TGL CKE APPRI'.VALS
CITY OF ENCINITAS PLANS P EPARED UNDER , HE SU77PVISION OF RECOMMENDED K APP VE _
CONTAOI POINT REVIc D BY:
HORIZONAL N .4 r
1002 r: R ROS 18416 i DATE: I �� I� BY: BY:
A.C.E. NO. 68064
NAVD 88 EL= 313.68 VERTICAL R' /A WI LIAM USTIN SUITER EXP. 12 -31 -07 DATE: 3f 1_ i DATE: `3- r e
REVIEWED BY°'
'7A TE
/r1y7/ 0%
CITE OF ENCINUAS ENGINEERING DF,PtvRTAmNT
GRADING PLAN FOR:
SEASCAPE ESTATES
PLANNIVG CASE NO: 0-� -168 TM /CDP /MIN /DR A.P.N. #254-181-0?
1112612007M
DRAVMG Nn.
6922®G
SHEET 1 OF
W m°
LoW V
Lo N O
3Em =
� N
J =Z
Q'nm
GRA..,DING PLAN
SEA S C ES TA TES
s^ -}
fvt
x r. O
pys�i ° / /fit
ALL
THE WORK PROPOSED ON `THIS PLAN IS ENTIRELY `.
j - r R °`WITHIN THE APPLICANTS `PROPERTY. 3F ANY
" ` ° -'' - DISTURBANCE TO:ADJACENT'PROPERTIES IS ANTICIPATED
AS A RESULT OF ANY PROPOSED. WORK, A'WRITTEN
LETTER OF PERMISSION, FROM THE ADJACENT PROPERTY 4
an "` OWNER MUST_. BE'OBTAINED AND SUBMITTED TO THE CITY ,
w. (p.°°�q I ,� I OW
yy ��SS PRIOR TO START OF :ANY 'SUCH WORK. ANY DISTURBANCE
lu
_.
,^
;•�,.� ._
' � .n,,.:•. �` � ' ' ON THE ADJACENT - PRIVATE PROPERTY THAT -HAS NOT
�f k PREVIOUSLY AUTHORIZED IN WRITING AND
BEEN P t" y.
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK <"
"..' 1 .a To BE ISSUED FOP THE PROJECT- UNTIL THE It
;REQUIRED ,
s CONSTRUCT SEWER l! .�'�!`1���.• 19-1 S OBTAINED.
PROPOSED 17.5 WIDE PERMISSION I
_ - ACCESS AND UTILITY.. i 3
CONSTRUCT= r „^ - P s67p o l i P
t t
s
>ti r:. tASEMENT PER M t
CLEANOUT #5 CONSTRUCT TYPE C -1
^ 4 ., ,,� °� °` CONSTRUCT 16' WIDE 3_, -WER -- EXISTING FENCE TO _ ' »-
= RETAINING WALL AM ° 1�t°F INSTALL
II TW 263.1 BE PROTECTED IN PLACE
\ _, 8• ACCESS DRIVEWAY LATERAL ,
1 �n 201.2 _ LARGE TORREY PINE
BW= 261.1.. _ _ _ _ TW -271.0
_ , , TW 267.2 , `,, FS -265:3 = 70.8 TW -272.7 TW -273:7 <
rvU
i BW 261.2 = _ TW 2 0 TO REMAIN
FS 260.65 . = 3•g r ; _ -___ _: = BW °271.0
< - _ BW._26 _ . BW =266.5 S84 33 �4 W 667.85
FS- 261.1 FS i 6 - ®®
_... ,.
T
s log, Il
s , t i�: E , T
0 „ , W^ °
{ FS- 260.33 �- - - -
I f -
{i � � ;� : CONSTRUCT :SEWER
ll INSTALL, ,: FS 260.11, .
CLENNOUT #6 HP= 271.01 /
'11 . • CONCRETE , ,.• o
- PROPOSED 6" PVC L 5% I
EP ILL WAY ^ ;. °t. P/'1 1% 1
_ 1 --_- 1 /
FIRE TURNAROUND AREA TO - FL =261.9 m'
R -5, \ REMAIN`FREE AND CLEAR y LIMITS OF OPEN SPACc
INSTALL ''WATER INSTALL 1 �° o
METER BANK I., TG= 270.5 -
SEWER - PER DOC __ 'REC 20 f JM�tt`
".. i _ B LATERAL 1% , oj" PROPOSED IE= 263.0° �� , tt1 7t1, 4 °4
L FL 259.5 °m ,} `> °m BUILDING 1 I
t 11 I ,
I ! FS -25B.0 I ENVELOPE I ,1 PROrUSED 5X5'
I I r RTP -RAP
0" 5 CUR 3 F f2 %1 PROPOSED EMERGENCY L.
INSTALL
1 VEHICLE ACCESS
PER IP 0692 , I - - �- - - - MAP 0
J" x I - _ - - - - -, I EASEMENT PER A G_� HP =e /U.8 s I
--�-
v
o € 3
ti INSTALL TYPE G -14 z 2% INSTALL TYPE G -14
1 � ..INST.ALL TYPE G -2 3oq$_oot19�1`5 T,. 100 FUEL s.
I MODIFICATION ZONE
f rVEWAY APPROACH I DRIVEWAY APPROACH CURB & GUTTER°
PROPOSED 6"
I
' I I PROPOSEn I
BUILDING : ' °x: �� PROPOSED 0 1 PVC @ 10%
j
I -.. I � ---- - -•-° -, <. - FL =255.5 ^..
,..
BUILDING cv N _ TG =270.5 I APPROXIMATE LOCATION
&s
o I � ENVELOPE �
24' FL= 258.22.- C,9TION` f I ENVELOPE I HP -271.0 � IE =260.0 i- + � � ', ' ' p!� Or EXISTING, FENCE TO`
24 DEDI � I I . 4 � �� ' _ -- - - - - , ,` - ... BE REMOVEL�
F... P lSb7y
M � =eHP= 262.0- v I 0 � I LOTS - - - -
, Lqg <.
1
,
NOTE: SEE IF CEi92 i _, € -it c Il I HP= 266.5 - ,- 1 PAD--277.0' '
LOT1
FOR RAINBOW RIDGE { I 0 . 10 ' LOT 2 70,338 5F ('.61,A GR066 t 1 RIP -RAP
IMPROVEMENTS ' S
IMPRO I� I I PAD�620 PAD - -266.5 AFTER 5' DEDICA�ON)
�I 16,3015E 0.37A GR05S `'
I 16,292 SF 037 GROSS
I I °� 70,338 SF (1.61 Ar'` "'I' HP =vos 1
o0 lit I AFTER OF DEDICAI)ON) v I v:' � I
`« n I rc I �" 14 776E 0.33 A NET
a SF 0.33 AC NAT
, • �.. � ,5.70 ( � HP =26 3 .. ,
5 °
� I � � � FL 255
;
r �,1 2 �. oo� m
I S
(p` j +�.�j� Q - �
II tea" I EXISTING',BUILDINGS N ,N •u
FL 256 53
E REMOVED I - -
�Q \
_, € CONSTRUCT ' SEWER I PROPOSED TG= 270.5 -� ~
lI a 1 ! II PRIVATE SEWER
CLEANOUT # t - SCE ,S"HEET' .:t , E =261 0- � � INSTALL 5X5 � ?
%i, EASEMENT PER MAP 261.5 b
SEWER LATERAL ! 3 , : s I T:° _." I ,: �. I I ,� �- 1 a
l 4 f „-,' ;RIP -RAP
I ; , ti ,4 PROPOSED :6 ",,
PER IP 0692
CONSTRUCT SEWER - _ . I
- CLEANOUT #4 ;I Lt "- _ �': PVC = @ »10%
{ II
P
I
3
yj y :^
5% I -' - - �- - - - -- -
e
INSTALL 6 BMP TREATMENT SWALE • ?
E .MODIFIED WITHOUT THE ! + _ - J2%
y
NOT TO B _ " •'
s 54.71 e ". - w, a- -• -��w- 2% , ..
FL 2 _
` __ ». _ TG -265.0
PERMISSION OF THE CITY ®F ENCINITAS 2%
PERMI TG= 261:3 s = ,. ` y t • ,`: I I
s :: IE =263.0 = = - 1 TG 270.1 100 =FUEL ---�
SEE MAINTENANCE AGREEMENT, c IE= 257.6
y 1r% 1 %- iIE= 269 2 in i
DOC. REC - -- 1 ' m _- ,..0 in - z,- MODIFICATION / 1
- -- ' u�
i PROPOSED "'6 PVC cu RO 0 6 PVC cu ,
° , � N TOP OF SLOPE a,r''• � � r--•. �, -,> ° . � .. ZONE LINE / y ' " PROPOSED LIMIT
2ooa- va24728 SuH22,Zcr8 I II
i EL= 266.50 B -- -- ,FADING
FL= 253.74
._Y o-
FL 2"61 PROPOSED LIMIT :4 33.,,
416.9!'
} __ = BEGIN DRAINAGE
FL 257.3' FL- 269:0_. .,
! OF,.GRADING
-�� _ = w DITCH
30[I 24 INSTALL: RIP RAP FL 262.7 EXISTING OVERHEAD UTILIT _ i a fi
-" PROPOSED 5 PRIVATE
„ "„ ,
FL -269.6
INSTALL CONCRETE SPI!mLWAY � , ?- -POLE TDB ;REMOVtD.AND
_ _ ? , � ., ',, PROPOSED 5 PRIVATE ...�," F DRAINAGE EASEMENT, .^
4
8 SEWt,R @, S% ;_w _ SEE ENCROACHMENT PERMIT 'x „,; n GROUNDED
EXISTING a DRAINAGE EASEMENT UTILITIES UN EA
_, S PEA MAP
PER LEUCADIA WA TEWATER L1 I 0692 -PE FOR PORTION OF
PER MAP ..;, INSTALL D -75 ,._,. �� r
DISTRICT JOB #751' I e 1 i.•I 3 SWALE WITHIN A.O.W. ITCH:
i DOC. - - -- °REC. - - -- 2° °8 _ody'1sld
DRAINAGE D
PROPOSED 6" PVC G �;M s°
NE i 1 I 2 =' PUBLIC AD ESMT, 4- 28 -47'' REe. scut 29, 20o St A. �ti. �. �
EXISTING 6 AC
WATERLINE-
PEA WO -64 -11 �s. 20' FILE 45115 O.R. S
z,
s; a'
10;' SEWER h _ - -.. _ I
° a ESMT REC.. 5 -20 -69 P x' 1
r
1p
69- 88174
CENTERLINE SDGE , °, -. ., , � • , �
,,,, -48 126165 O.R. !„ a r[
� ESMT 12 -22 � ,,
NOTES:
ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM
ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION
AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN
ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FIRE
DEPARTMENT
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE
PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED
TO THE SATISFACTION OF THE FIRE DEPARTMENT:J1L�
1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY
THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY.
2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN
PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY IC'1'1
VEHICLES. stua -a
3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE,Ct~ 11
AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT. G51
�cc 12.3 r t?
REVISIONS APPROVED DATE RIFEREXCA DATE $]�(
2 1 CITY OF ENCINITAS
CLEANOUT ID NUMBER
PIPE
LENGTH
(FEET)
PIPE
DIA.
(IN)
SLOPE
(S)
CO RIM EL.
(FEET)
UPS CO INVERT
EL.
DOWN CO INVERT
EL.
CO DEPTH
(FL Te_'
COMMENTS
UPS
DOWN
UPS
DOWN
(FEET)
(FEET)
UPS
DOWN
02
TO
01
123.31
4
3.00
260.74
255.80
254.74
251.00
6.00
4.80
PVC OR POLYLINED
03
TO
02
199.48
4
4.30
269.26
260.74
263.26
254.74
6.00
6.00
PVC OR POLYLINED
05
TO
04
123.31
4
4.12
260.73
255.35
254.73
249.65
6.00
5.15
PVC OR POLYLINED
06
TO
05
83.32
4
4.32
264.33
260.73
- 258.33
254.73
6.00
6.001
PVC OR POLYLINED
07
TO
06
1 16.98
1 q
112.761266.50
264.33
1 260.50
1 258.33
16.00
6.001
PVC OR POLYLINED
-m-1 IL CONTROL POINT HORIZONAL _1 " =20'
1002 PER ROS 18416
NAVD 88 EL= 313.68 VERTICAL N/A
�
I.-LI-LI Ica
u-
UtbltiN U UT UHAflN OT UT 6NMU OT OVAi C
TGL TGL WJS
_ANDS P E RED UNDER THE SUPERVISION Cr r-) GCOMMt=NDED APPR
DATE: X942 2 BY: � ,L BY: r
R.C.F. NO. 68964
WILLIA JUSTIN SUITEA DA Tr: 3/27/ DATE:S��s
• EXP. 1= -31 -07
w a No. 68964 "
Exp. 12/31/09 m m GRAB, r SCALE 1 =?�'
�9- CIVIL �P
N
OF CA11F 0 20 40 60 z
Q m°
ui
z m O
C= OF ENCDOTAS ENGINEE MNG DEPARTMENT DRAWING NO. � m
J 0, i E
GRACING ?LAN FOR: ®N .�
SEASCAPE ES l A S
PLANNING LASE NO: 06 -168 TM /CDP /MIN /DR A.P.N. 0254- 181 -02
M.• \ 1507FINAL .pro 12/2
6 l.T v Z
< m O a
�1O me
G
a
SHEET 2 OF % f
M
x
r 0, p,
rV
2
t • S �
a
n y
n
fi
4s�
Q FF
d { Pn rn F +
. r • _ t rt F r
k 1b' ROAD 13750 P10B .f "
"° ��cEDS 12 -22 -17 ,
v ..
u
3, ?
s
A
a
i
15' _
_
lk
x
TOPO✓EP -OMN
5PACEEASEME I _
- AMiz- 4W.664 5r
PFae
IZEC,�� SRN a.•r-
xx
b
t
I..
,
i 4 i
a x
3
ZG
tz
YS 4� iu B S _� Lam.'
PROPOSED
f 7 " SETBACK LINE
i O
F
PROPOSED 5 ' 6
DEDICATION
€ x PER MAP
#s 1. ,COUNTYFIHWY' 1
6- 22-51 •'41441476
AV
I
x -. _ � `� mod' � � �- a �.• �, „' .,�` �^' � <" ;
No. 68964
Exp. 12/31/09
GRAPHIC SCALE I"=20'
0 20 40 60
REVISIONS APPROVED I DATE REFERENCES
I '
EXISTING SUBDIVISION BOUNDARY
(AFTER 24' DEDICATION)
Y 24' w — 1
IPROPOSED LOT LINE
RAINBOW
RIDGE
LANE
PROPOSED LOT LINE
PROPOSED LOT LINE
NOTE:
PRIOR TO ENGINEER OF WORK PROCESSING AS BUILT
PLANS, INSTALLERS OF WET UNDERGROUND UTILITIES
ARE TO FURNIS.'1 WRITTEN CONFIRMATION THAT
THESE FACILITIES HAVE BEEN INSTALLED IN
SUBSTANTIAL CONFORMANCE WITH THE DESIGN
AS SHOWN ON THE APPROVED PLAN.
NONCOMPLIANCE WITH THIS REQUIREMENT MAY
RESULT IN THE APPLICANT HAVING TO EXPOSE
SUCH FACILITIES AND INCUR EXTRA COSTS TO
OBTAIN ENGINEERS VERIFICATION OF SAME.
PROPOSED 17.5'
ACCESS EASEMENT
SEE DETAIL BE OW
1 17.5'
EXISTING
SUBDIVISION
BOUNDARY
PROPOSED C -1 _ 2%
RETAINING WALL
P 4" DRAIN PIPE
PROPOSED
WEEPHOLE:
AT 20' O(
4"
I
SECTION A LEICADIA 'l,,VASTEWA7ER DISTRICT (LWD) N ®TES
NOT TO SCALE 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT,
PRIVATE ENGINEER OF WURK, OR CONTRACTOR F?OM RESPON2IBILITY FOR
THE CORRECTION OF ERRORS AND OMISSIONS DISCLVERED DURING OR
AFTER CONSTRUCTION.
2. ALL DESIGN MATERIALS, AND CONSTRUCTION WORK SHALL CONr-,.RM TO THE
LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS
.146'
7.
APPROVAL OF THIS P1 AN BY LWD DOES NOT CONSTITUTE A
MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER
PROPOSED LOT LINE
SUBDIVISION BNDRY. LIN?
PROPOSED 5' PRIVATE
STANDARDS GOVERN.
L07"2
PAD 2o0.5
PROPOSED BMP NOT TO 5•
BE MODSFIE T HOUT - -I
B.
DRAINAGE EASEMENT
PER PM 156711
3. OSHA SAFETY ORDERS AND ubHA CONFINED SPACE ENTRY REQUIREMENT2
SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
DISTRICT ENGINEER IN W,'TT,.NG PRIOR TO CONSTRUCTION.
P
FROM
6.0' 21
9.
CONNECTIONS TO EYI9iING SEWER PIPE OR MANHOLES SHALL
THE _CITY 2% PP& JSED D -75 4.
THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. tv J.
DRAINAGE DITCH DOCUMENTS ON THE JOBSITE AT ALL TIMES.
PROPOSED 4.' PROPOSED 4'
BMP SWALE " BMP SWALE 5• THE CONTRACTOR SHALL GL,)P.F7ANTEE ALL WORK FOR A PERIUL) ) - ONE
YEAR AF7EH THE OATF OF FINAL ACCEPTANCE BY LWO AND 3; �A! 1 _
„._ REPAIR OR REPLACE APY fv'•IHK THAT MAY PROVE DEFECTIVc IN
WORKMANSHIP AND /OR MA- I'L -.ALS WITHIN THE ONE YEAR PERIOD
SECTIN
O B WITHOUT EXPENSE WHATSOE >'ZR TO LWD
l� CT ION r 6. PRIu.7 TO BEGINNING SEWER WORK, CONTRACTOR SHALL StuURE A
LWD P=RMTT FOR CONS7RUCTION AND SHALL PROVIDE A MINIMUM
NOT TO SCALE OF 43 HOU, NOTICE TO LWD PRIOR TO CONSTRUCTION.
LOT LINE
I•IMVVlvn l M] I NJ.IYIIYV "ALL
TYPE C -1 PER SDRSD
CRETE CURB AND
TER TYPE G -2 PER
SD
TYPICAL ►SEC . P ATE D i,E
r
NOT TO SCALE
J�
R 54' (ULTIMATE) R
PROPOSED P4'
DEDICATION PER MAP .Q
30' EXISTING 20' ROW 4'_
1B' PARKING STALLS 24' TRAVEL LANES
EXISTING AC BERM VARIES VARIES 0" PCC CURB
c " -
4" AC OVER 6"
SOLID LINE REPRESENTS
EXATING 4 AC'OVER 6' CLASS II AB CLASS :II AB,. +(MIN) ;PROPOSED GRADE
- GRIND & OVERLAY AS:- NEEDED_:TO • .. =,t'
SATISFACTION OF CITY ENGINEt`rR PROPOSED RIBBON GUTTER
SEE PLAN 0692 -I
TY PICA L SECTION: R INB0W R IDS`13113
NOT TO SCALE
DATE BEN('djM
CITY OF ENCINITAS
CONTROL POINT
1002 PER ROS 18416
NAVD 88 EL= 313.68
SCALE
HORIZONAL _NIA
VERTICAL N/A
PT.ANNWG & BUR DING
REVIEW BY.•
D TE.'
4C -7163I
Qw ivs i- 1
v TGL_ TGLy n�wis "PR®VALS
PLANS PR P ED UNDER THE SUPER'' ✓IS ON OF RECOMMENDED APPR D
DATE :3�isl °� BY: AAY BY:
R.C.E. NO. 68964 DATE DATE: L 08
WILLIAM USTIN SUITER EXP. 12 -31 -07 �`�u110 ,;f
C= OF i'il\<..JNll;AS
GRADING PLAN FOR:
�SEASC ESTATES'
PLANNING CASE NO: C- -168 TM /CDP /MIN /DP A.P.N. #254- 181 -02
PE 1507
a�
•a
WG
N
Q
.0
N o
c
m Ta
,=d
N
i`z
a
owl
7.
APPROVAL OF THIS P1 AN BY LWD DOES NOT CONSTITUTE A
REPRESENTATION OF )HE ACCURACY OF THE LOCATION OF, OR THE-
EXISTENCE OR NON- EXISTtNLL OF ANY UNDERGROUND UTILITY,
PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
STORMWATER Bi-P NOT TO BE
MODIFIED WITHOUT PERMIT FROM CITY
B.
'
ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD
DISTRICT ENGINEER IN W,'TT,.NG PRIOR TO CONSTRUCTION.
P
6.0' 21
9.
CONNECTIONS TO EYI9iING SEWER PIPE OR MANHOLES SHALL
ONLY BE DONE IN ',:iE DIRECT PRESENCE OF THE LWO INSPECTOR.
NEW SEWER SHALL NOT BF CONNECTED OR ALLOWED TO FLOW
TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF Al
UPSTREAM WORK BY THE LWD INSPECTOR OR AS APPROVED
BY DISTRICT ENGINEER.
ANCHOR
ANCHOR GRASS OR TURF LINED
10-
ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO
OPTION OVER TURF
THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY
REINFORCEMENT
LWD ON THE PLANS.
11.
A ? -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH
%'� �r �+
1< <' EA �� ALONG
LAT -,?AL LOCATION BY THE CONTRACTOR. -
►`7WAL�'s � T /'
B ® GE TYPICAL SECTION
12.
A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH SOLDERED L
THE WIRE SHALL. EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED (0
THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE
N. T. S.
PAVING SUBGRADE WITH FINAL LOCATIC,J JUST BELOW PAVING. THE TAG
OVER THE CUSTOMER t_NO OF THE LATERAL SHALL, FXTEND ABOV7 GRADE
UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF
CONNECTION.
13.
ALL LATERALS SHA'_L BE CONSTRUCTED CLEAR OF DRIVEWAYS
14.
ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AT?
TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR
TO CONSIDf7RATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE
DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES QND 'TTILITY LATERALS.
15.
ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SKILL HAVE FINAL
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
16.
ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE 79
EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED
WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYFS AND -PLAIN END
PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY PE USED FOR
INSERTING WYES INTO AN EXISTING SEWER.
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED 70
TIE -IN TO EXISTING VCP. FOR CONNECTION REPAIR OF PLAIN END VCP
17•
IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM
.
TO VCP OR VCP TO PVC, A ROMAC INDUSTRIESS, , INC, STYLE 501. OR APPROVED
FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND
EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET
BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR r)TRPOSAL TO A I
RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE R
r.ECANT UPSTREAM
DOWNSTREAM LWD SEER. IN LOCATIONS WITH SIGNIFLOW,
OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THHE E CENTER
LWD MAY REQUIRED TEMPORARY PROVISION OF DUTY AND BYPASS
RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL
EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED
BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE
BYPASS SHALL BE ALLOWED.
TYPE OF CONNECTING PIPE. GASKEYS SHALL BE SBR PER ASTM D2000 MBA710,
COMP r FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL
1B.
FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR
31
BE TYPE PE 31 6 Si47NLESS STEEL.
COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL
REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED.
20. FINAL APPROVAL OF PLAN BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO
TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF
CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO
CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START
INSTALLATION OF TEH REPAIR COUPLING(S). THE REPAIR COUPLING SHALL
OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK
3E SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND
TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL.
ADJU.•NGIN PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR C011PLING
ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE
SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN
DEVELOPER EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED
PRIOR TO THE START OF CONSTRUCTION.
BY PW PIPE OR EQUAL 41- tiOVED BY THE LWO DISTRICT ENGINEER.
v TGL_ TGLy n�wis "PR®VALS
PLANS PR P ED UNDER THE SUPER'' ✓IS ON OF RECOMMENDED APPR D
DATE :3�isl °� BY: AAY BY:
R.C.E. NO. 68964 DATE DATE: L 08
WILLIAM USTIN SUITER EXP. 12 -31 -07 �`�u110 ,;f
C= OF i'il\<..JNll;AS
GRADING PLAN FOR:
�SEASC ESTATES'
PLANNING CASE NO: C- -168 TM /CDP /MIN /DP A.P.N. #254- 181 -02
PE 1507
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CRUSHED POCK
FILTER
FABRIC
ORIGINAL
GRADE
L1.1' MIN- UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION E—E
CONSTRUCTION ENTRANCE DETAIL
,
REVISIONS APPROVED DATE REFERENCES DATE BENCBMARK
U � 4�7�
517 CITY OF ENCINITAS
CONTROL POINT
1002 PER POS 18416
NAVD BB EL=313.68
HATCHED AREA REPRESENTS . . . . .
EROSION CONTROL PLAN HYDPOSEED SLOPE PROTECTION . . . . .
?
GRAVEL BAGS PER DETAIL A C1 C3 CD C3 C3 C3 C3 CD CD C) C3
I t X
SILK FENCE PER DETAIL B
SEASCAPI�
47,
X
E. HIV ROSEED NOTES
&
1. Hydroseeding shall be applied to all slopes that
>
are graded 6:1 (horizontal
Ul
to vertical) or steeper when they are.
A. Three feet or more in height in fill areas.
At-
W
J
. . . . . . . . B Five feet or more in height in cut areas unless
r
J slope is not subject to erosion due to the
erosion resistant character of material as
approvel by the City Engineer.
2. Iri,igation shall main_ in the moisture level of
the soil at the optimum level for t'e growth of
the hydroseeded growth.
U
� !_� � \, I -
Ti� L_ L T
3. Hydroseeding mix shall consist of a]- the
following.
A. Seed mix shall consist of no less than.
2. 20 lbs. Per acre of zorro I 05CL
1. 20 lbs. per acre of rose clove,,
3. 3 lbs. Per acre of E school c -i californi,:a
4. 4 lbs. Per acre of achillea mil-,-folia
5. 3 lbs, Per acre of alyssum (car's of snow)
12
U 6. 1 lb. Per acre of dimorpho2--d
oibsection may
0
fterns 3. 4, 5, and 6 of this
It
.. ... .. by omitted on locations where the area being
'Y hydroseeded is not visible from either a
public street or residential stru.-tures.
V
B. Item I of this subsection must be inoculated
;ith a nitrogen fixing bacteria and applied
A,, dry either by drill rig or broadcasting
(Pe
C3 0 + 'A before hydroseeding.
9. All sE. J materials shall be transported to
the jousite in unopened containers with the
Y, 'k, t Calift, iia Department of Food and
Agriculture certification tag attached toor
9,
printed on said containers.
1 0 - Non
. -phyto-toxic wetting agents may be added
+ It to the hydroseed slurry at the discretion of
the .,-.rjrrtractor.
Z P, + N B. Ty,. - I mul-cii applied at the rate of no
h_�
0' +
lets than -0000 lbs..Per acre.Type 6 mulch
t (straw) ma y be substituted, all or part, for
+
hydraL,.' 911y applied fiber material. Wh2n
+
N + ,j3d it must be anchored to the
strc;;4 is
p 0
+ + slope by mechanically punching no leis than
50% of the ..raw into, the soil.
-4
+
t +
v I C. Fert-L.JzPr, con,3isting of amm•-)nlum
4
nhoE.)ha -� 1-ulfate, 16-20-0, with 15% s(,lfur
+
_�,J at the rate of 500 lbs. per acre.
+ + �A
+ 4. Areas tL be hydroseeded shall be prepared print, to
+ +
hydro�Bedjng
+ by.
4 �OE3-rNj
A. 7 j�hening the surface to be planted by --ry no
la ✓ +
YDROSEED ALL
H N 'A a combination of: • IO 2:1 SLOPES (TYPICAL)
1. Track walking slopes steeper than 5.1.
+ C � -q -B
0 %
-2. Pipping areas that will not, break up using
+ item I atirve.
0 +
B. Conditioning the •soils so that it is suitable
for planting by.
+ +
+
+ 1. Adjusting the surface soil moisture to
ORANGE CONSTRUCTION
r + -provide a damp but 'not saturated seed bed.:,
+
+ FENCE TO PROTECT
9 + + The addition of soil amendments, ph
+ -'-Pont. leaching or covering saline
OPEN SPACE
4
+
13heH soils ILL) provide viable conditions for growth.
A,
+ (D
+ + + 5. Hydroseeded areas shall be maintained to provide a
T FENCE vigorous growth until the prolect is permanently
< + INSTALL SILT
�+ ) (TYPICAL) landscap,,J or, for areas where tlidrosaeding is the
+ :
0 + + A permanent landscaping, until the p rJPct is completed
O 0 and all security released.
+
Z�
GRAPHIC SCALE I"=20'
6p6p%w� 0-MOMMME1
0 20 40 60
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
NOTE:
CONTRACTOR TO MODIFIY CONSPUCTION
ENTPANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
k1i 4W_1 r W
HORIZONAL I"=10'
VERTICAL NIA
PEVIEWE BY:
2A 6J__
NOTE:
IF PADS ARE LEFT VACANT FOR A PERIOD LONGER
THAN 3 MONTHS, OR AT THE DISCRETION OF THE
CITY ENGINEER, EN(IRETY OF PADS SHALL BE
HYDPOSEEDED.
GAP BETWEEN BAGS
ACTS AS SPILLWAY
1. SET POSTS ANO EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
TWO LAYERS OF GRAVEL BAGS THE WIPE FENCE AND EXTEND IT
WITH ENDS OVERLAPPED INTO THE TRENCH.
GRAVEL BAGS DETAIL A
NOT TO SCALE
2. STAPLE WIPE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER F
I U��i T �n�n
TGL i ;W I J 0, • APMOVAM
PLANS PRE , FLA, RED UNDER THE SUPERVIS ON OF RECOMMENDED APPR
ON// BY. W Jnow'— Y.-
DATE: rd _Z0. / B
P.C.E. NO. 68964 DATE: 3/27 Qt DATE:
WILLIAM JUSTIN SUITEP EXP. 12-31-07
ALT
NOT TO SCALE
C= OF EN
I EROSION CONTROL PLAN
AND SPILL CLEAN UP TECHNIQUES.
J. IN THE EVENT THAT LANDSCAPING MATERIAL.; ARE
NOTES:
LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO
REDUCE THE POTENTIAL FOR STORM WATER TO COME IN
t
CONTACT WITH AND SUSPEND THE MATERIALS WI! ilN ITS
f-.4L'A
WHEN THE STOCKPILES WILL REMAIN IN PLACE rOP THE
COURSE OF MOF- - THAN I DAY, THEN THE STOCKPILE WILL
ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NO1
BL CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED
1. THE MAINTENANCE OF ALL PPOPu� J BMPS WIL RE THE
4. TNF PPOPC'ED IRRIGATION SYSTEM WILL HAVE AN
AUTOMATED PAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE
RESPONSIBILITY OF THE OWNERS. THIS WILL INCL 9E ANY
SUFFICIENTLY SATURATED.
"A"
POST-CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP
IS MINIMIZED BROKEN OR MALFUNCTIONING SPRINKLER
HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT
THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
BREAKS REPAIRS WILL BE ARRANGED FOR AND THE
IRRIGATION SYSTEM WILL EITHFP BE SHUT-DOWN, ENTIRELY
FOR A SPECIFIED PERILL) OF TIME AFTER THE COMPI ETION
OFFLINE, IF POSSIBLE UNTIL THE PROBLEM IS Cc'?H; -TED.
S. FOR `7JRM WATER POLLUTION CONTROL PURPOSL3, ALL
OF ALL CONSTRUCTION OPERATIONS.
GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND
DISCHARGE ONTr THE STREr-T AND /OR INTO THE PUPLIC
STORM DRAIN L;f"TEM. GF,ASS AND LANDSCAPE AREAS
X
DESIGNATED FOR STORM WATER POLLUTION CONTROL
C
SHALL NOT BE 'UDIFIED WITHGUT A PERMIT FROM THE CITY.
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2. THE OWNER WILL 3E PRESENTED WITH INFORMATION ON
UJ Z5
ENGR4EERWG DEPARTMENT
5R'AWWGN0.
czo%�l
SOURCE CONTROL MEASURES SUCH AS THE PROPER MEANS OF
Y
M11 M ME
X
DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO
X
LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER
27:-r� 41
OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD
CLEANERS AND OTHER PRODUCTS WHEN THEY VIVE THE
"OTENTIAL TO CONTRIBUTE POLLUTANTS INTO 3TOPM WATER,
GRAPHIC SCALE I"=20'
6p6p%w� 0-MOMMME1
0 20 40 60
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
NOTE:
CONTRACTOR TO MODIFIY CONSPUCTION
ENTPANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
k1i 4W_1 r W
HORIZONAL I"=10'
VERTICAL NIA
PEVIEWE BY:
2A 6J__
NOTE:
IF PADS ARE LEFT VACANT FOR A PERIOD LONGER
THAN 3 MONTHS, OR AT THE DISCRETION OF THE
CITY ENGINEER, EN(IRETY OF PADS SHALL BE
HYDPOSEEDED.
GAP BETWEEN BAGS
ACTS AS SPILLWAY
1. SET POSTS ANO EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
TWO LAYERS OF GRAVEL BAGS THE WIPE FENCE AND EXTEND IT
WITH ENDS OVERLAPPED INTO THE TRENCH.
GRAVEL BAGS DETAIL A
NOT TO SCALE
2. STAPLE WIPE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER F
I U��i T �n�n
TGL i ;W I J 0, • APMOVAM
PLANS PRE , FLA, RED UNDER THE SUPERVIS ON OF RECOMMENDED APPR
ON// BY. W Jnow'— Y.-
DATE: rd _Z0. / B
P.C.E. NO. 68964 DATE: 3/27 Qt DATE:
WILLIAM JUSTIN SUITEP EXP. 12-31-07
ALT
NOT TO SCALE
C= OF EN
I EROSION CONTROL PLAN
AND SPILL CLEAN UP TECHNIQUES.
J. IN THE EVENT THAT LANDSCAPING MATERIAL.; ARE
REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE
LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO
REDUCE THE POTENTIAL FOR STORM WATER TO COME IN
CONTACT WITH AND SUSPEND THE MATERIALS WI! ilN ITS
FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES,
WHEN THE STOCKPILES WILL REMAIN IN PLACE rOP THE
COURSE OF MOF- - THAN I DAY, THEN THE STOCKPILE WILL
ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NO1
BL CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED
MATERIAL.
4. TNF PPOPC'ED IRRIGATION SYSTEM WILL HAVE AN
AUTOMATED PAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE
IRRIGATION IN THE EVENT OF PAIN AND iF THE SOIL IS
SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY
INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATZRING
IS MINIMIZED BROKEN OR MALFUNCTIONING SPRINKLER
HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT
THAT ANY IRRIGATION PIPING DEVELOPS CRACKS LEAKS OR
BREAKS REPAIRS WILL BE ARRANGED FOR AND THE
IRRIGATION SYSTEM WILL EITHFP BE SHUT-DOWN, ENTIRELY
OR THE PROBLEM AREA WILL BE ISOLATED AND T� =N
OFFLINE, IF POSSIBLE UNTIL THE PROBLEM IS Cc'?H; -TED.
S. FOR `7JRM WATER POLLUTION CONTROL PURPOSL3, ALL
HUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO
GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND
DISCHARGE ONTr THE STREr-T AND /OR INTO THE PUPLIC
STORM DRAIN L;f"TEM. GF,ASS AND LANDSCAPE AREAS
DESIGNATED FOR STORM WATER POLLUTION CONTROL
C
SHALL NOT BE 'UDIFIED WITHGUT A PERMIT FROM THE CITY.
cc
UJ
UJ Z5
ENGR4EERWG DEPARTMENT
5R'AWWGN0.
czo%�l
M11 M ME
SEASCAPE ESTATES < erne
Ada
_r
PL4NNING CASE NO., 06-168 TM/CDP/M1N1DP A.P.N. #254-181-02 SHEET 4 OF 7
MA1507FINAL.prol2 128I2007 PE 1507
\ II
TW=261.2 N II
BW =261.2 o
X
258. ¢
MM We 2211- $4:00'
.\\ _
P `= EXISTVG
CONCRETE
AMA PER ( SPILLWAYI
- ---MOD SD G'��31 -� -_ FS= 260.33
EXISTING A ER METER
BANK TO E LOCATED ,y0
NG SEWER
UT
STING SEWER P
ANOUT
TW =263.1
BW =26 - --,--OBSCURED TW =267.2
- ED BW =263.8
- - N84 *321277 100.00' 1,
rs- 261:89 � � , ; � � � � • _
FS 261.98 - - - - -�
FS= 262.04 \
FS--262 03 = 262.0
II
EXISTING �YPE C -1
RETAINING \WA�LI�
APN: 254-161 -15
4,236 SF
4,326 SF
HARDSCAPE
950 SF
EXISTING 17.5' WIDE
DRIVEWAY
1,456 SF
1,880 SF
ACCESS AND UTILITY
i
EXISTING FENCE TO
EASEMENT PER MAP
PLANS PREPARED UNDER THE SUPERVISION OF
BE PROTECTED IN F
7 TW =270.8 16' WIDE
EXISTING
TW =27.7
SEWER
BW =266.5 ACCESS DRIVEWAY
r___As
LATERAL
-�'GV=
CONTROL POINT
TW= 271.0
REVIEWED Y,'
��
BW =26 7
273. - __..__�'_----� --
32 �7"E !00 00'
, ,'
✓
BW =269.4
{,271.0
1002 PER ROS 18416
NAVD 88 EL= 313.68
VERTICAL N/A
Rte_
�_•�
- R.C.E. NO. 71651
BRIAN M. ARDOLINO EXP. 12 -31 -13
MASIH MAHER GREG SHIELDS
C42519 FOB DEPUTY CITY ENGINEER
DATE: DATE:
/p.3•IZ
DATE:
co 17
52
I
0
4
-- f {S °2$3:05' . S=2f5 fi0' < MIN - �- - 0• �.
FS =261.
Fs ass a PAD =271.
FS =258.0 I s:- : r. F, :..a. =� . app d e \ m p3.'- =1 \�
c"1 ( ¢ :f)01.': I 14" PVd :: , 1 ':= 'r. % FS= 265.68 DESI TED BMP AREA NOT m "�� FL- 66.8�J 70338 SF 1
FL= *'' 1.72 \ / C6 AGR ®��
2:1 , :f44 -2f 2�, .�8c. ; : ".. ) .. "41i6C,"4`, ,< \ TO MODIFIED WITHOUT I :
@ {1% MIN vi
I ! ( X <::' '' . `F 2• B y •., ' d " t - a 5 b ISSION OF THE CITY OF E EL P (AFTER S PE DICA I10N)
MA
Q I I :' :.'. »:.:.:::. ;...�.. t.... <:I A <" N R =30' 7 ®3385F 1. 1
�• � � CINITAS. SEE DETAIL THIS
..1 36 ::. - .. , ...: J:'., %. . ''s (6=265:48 = ss s7 \ 6 AC) NET
I I { f, ` T{d 12$2:15 N d'E =26 X18. SHEET (TYP) FS 2 . a� 2
5 .,. C.i
I '
b
ISTRICT TO IN A b --I" WATER
rz .. A., ,.. ..... .,.,. ,:.:. F� J ''4 •. <'`''` \ L A S DEEP - •ROOTED DPO"T
SERVICES AND DUAL TERS PER � N -.., :' :.:. .... , .. .... " •' ,. d.. -.;- ! -V
A _r - . roLERaNT PLANTS FOR
WAS WS 01, WC -17 A OWNERS .S - '
Z 2Q
• .. '� . - . :.. E d ' << , WELL- LIRAIJED SOILS DR
.. . , . • .
„ l�[J .ENC �:
. , .. , .. ,.RSkA. L. .. •. , .. 3 /
EXPENSE TO SFRVIC T5 1 & 2 _ d .. x ... .- . .... , ...... • A I CITY APPROVED EGUIV.
FS 26.4 <... . .. .. ,.. - ..... O f.;,' x .,
cI F I d .d . .s ,. ... ..- ,... <. .. : I 73 '•; :i1iA.T�,RL'�.OMFr/hf.•�EQ:.
F
5- 262.19 -
• G
F.. d ,.'., ','., ... I.'
d ( G2 5 5 z" HARarDao MICH
a a .
1 fY', TG PER PLAN
I _ ...:, , ., : <...:.. ,..•. , -., � . _ : ,: -.`.' �� COVER OR crrY
FS 262.28 :, FL- 265.54 = d� 1
25 %O _.x'1:5% C ;..,..: peV .. ( < ".. •:d G�6'..4�1;'µ ;i... '.d !... ,. J, '•.a ,�4, :e APPROVED ENT
X I O I FL- 261.82 s -d. Frfi', ,'. ,'•'.. F'S=261T. ;. F= n 4"MIN
FS= 262.31 `' :. a ... ^, y: , - a"•
0 CU I I - - `:, :< I TW FS- 266.14 d :;2 . PLANTING E
I ( 264.00) --
PER IP 06 I FS= 262.37 a 5= 262.00 'L ..'' ., j �.
EQUIVALENT
FG= 262.00 _ _ d FS =262.43 (% ,' ' `
FS- 262.40 ° • • ... , . , .., , .: ,' ' •,... FS =266 90
I A L 6" PCC1 I r I ° ... d FS= 262.00 (.` ° I 65.74 " �': ° :: ? , :.. , . FMS' =.4$ :. FS= 266.50 d T E 2
CURB P DRSD G -1 1 I r FG= 262.00 FS= 262.42 .I I 1.4% U GUTTER - *4� ��OW
�" , a
{ FG= 262.00 ,: CMU R INING WALL. FG= 266.50
1 2" OF 3/F," GRAVEL
STUCCO TO TCH HOME. : GE I
12PART ILDING " OF 314" GRAVEL FL =258.2
a PERM 12 -710 1. ° d U RETAINI °1 �� BELOW
GA RA ST 0 TO MATCH "" ° °ia"
•,. ' < PART OF
DG PATH { f' i I # 264.00) FG= 266.50 _ > .'... `
PER M D'�C TION 1 :: ` FG= 262.00 FS= 262.57 GARAGE BW= 262.00 FS= 266.50 '` -`; ', _ S =' 5(3 , ' .'' PERMI 12- 1 e: cu
24' I 1 _ a::- I
FS -26
I FS= 267.1
0
FS= 267.10 I HP =271.0
LOI T 1 r FL= 266.02 d 4 ' . F° 314" CRDSED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE
'/ { '� I i RESIDENCE
F f J FL= 261.99 FS= 267.10 d FS= 267.10 °I
Q DEEPENED TO INCREASE TFE INFIlTRATIOIJ AND STORAGE ABILITY OF THE
A I ! i A { I 1431 RAINBOW RIDGE HP =262.0 4m ( FS= 267.03 `" I DETAIL
56� I ''' ` I { PAD= 262.00 I i I" ( FS= 266.70 FS= 267.07 ° a LANDSCAPE BMP AREA DETAIL
\1
I I FF- 262.67 FS= 266.79 FS= 266.79 e YO .B 5.10 NOT TO SCALE
FG= 262.00 I FS= 267,10
FS= 262.57 10 '10 UP FS= 266.91
FS =26257 Y.S. S.Y. FG= 266.50
^o \ I II I b FS= 262.57 a I. FS= 266.97 FS =2$7: 5
l� , , amt* 0e FS= 267.07
FG= 266.50
4" PCC OVER ° = 262.45 I e FS= 267.04
o I FS= 267.10
NATURAL COMPACTED °. " F5= 266.95
Pt 1 I "b. a GRADE (TYP) 4 d E= 261.23
e < ' ° q . FS= 267.10
12:1 01 4% e FS= 262.57 10.5% FG= 266.50 FS 267.05
- { MAX a
- 262047 a , FS= 267.06 66.47 FS= 267.05 FS= 262.57 FS= 262.57
44. '.. F 66.50 FS= 267.10 1
a i•
FS= 262.57 II.O . FS= 262.57 % I_"• a ..;
1 FL =256.5 I I ° 2t %V I FS= 267,10
FS= 262.57 I I LOT 2
ISTING 8' I I I II FG =266.5 #
FRI V ATE SEWER 1 I II F5= 262.57 I I RESIDENCE
EASE N PER MAP I I I FS= 57 (rw= 4.00) 1433 RAINBOW RIDGE
{ I APN 254-161-25 0' FL= 261.77
CASE N0: 11-07 CDP I I W= 262.00
PAD- 2660
FG= 266.50
FF- 267.20
0
SEWER LATERAL N i; ' r` I I FG= 262.00 FL= 265.77
PER IP 0692 f I ll I I FG= 262.00 I I APN 254- 181 -26
{ 1 - 262.00 FG= 262.00 I I FL =261.5 I I I •7% B. FG= 266.50 FS= 267.10 CAJO' E Na 11 -016 CDP FG= 266.50
j I I 2: S
MAX
0 FS- 266p ;8 .. 7
x 4.3% FG= 262.00 FS= 267.10
EXIST SEWER FS= 267.10 S =. 2
7. CLQANO FS= 267.10 7
F= 261.97 . L I I F §= '26f.73 FS= 267. FS =26 08 0 Ur . 0e .5 %
FL= 261.70 " a aoe
0'
��� '� _ 0% AD,
5' ii FL- 261.87 1f FS= 267.00 �a
/ i I EX STI SEW �� a I I ( FS= 267.10
. •,
X11
ii FG= 265.42
CL ANOU 2 _ 4" PCC OVER NATURAL �I� I
I FS- 266.87 FL =265. i\
FL =265.40 ; . COMPACTED GRADE (TYP)
r \ ' I I II {{ H ADWALL ii // / - TG-265.0
FG= 266.50 FS 266x98 F 66.65
ii 6" PVC @ (TW -264. ) 26
r f -rk' I�L- 2.44.711 _ ��> � 1% MIN BW =264.0 I IE =263.0 pe o I
FL= 261.00 m 'Yn'/
j { vi FG= 265.16
DESIGNATED BMP AREA NOT 1% FG- 265.29
I N> a 1 %, FL= 265.78
G =�1.3 _ TO BE MODIFIED WITHOUT 1 1,6�____ cv>
=2 6 ��� €RM SSION G ru�.,�zzT-TT OF Q - ¢5.0 - . -
% _
cry
\ E/3A,5^SEE DETAIL THIS ¢ 1
SHEET (TYP- ° = - _ _ FG =261.4 FL= x'65.0 // FL= 265.27 FL= 265.73 I I
EX IS NG 6" PVC „ - I - -f/- _ FL= 265.14 FL= 265.55
{ VC @ - - -
I I // TOP OF SLOPE
30'
W-] o11z5
PER LEUCADIA WA
DISTRICT JOB #7
AS -BUILT
. I X
BRIAN M. A•RPJ6LI
RCE 71651
EXP 12- 31 - -q\j
REVISIONS
ji NEW SHEET
AGi rrs - cco
DATE
FL= 253.74
M44 W 2.0 T 24.T p
24' /
i
\- ) // -- - 11 %M -- - ---I -- -/ - -- - == EL= 266.50 5:
W4 '29 �/�42924F 100.00
�4'� !0000'
'' .
y EXISTING 5' PRIVATE FL -262.7 DRAINAGE
°t x FL =25 .3 \DRAINAGE EASEMENT EXISTING 6" PVC
D -7 �
v' CONCRETE SPILLWAY
SEE ENCROACHMENT PERMIT \PER MAP DITCH `.
_ 3, 0692 -PE FOR PORTION OF
SWALE WITHIN A.O.W. I 24'
DOC. 2008 - 0044516
AEC. JAN. 29, 2008 �•c� I 1
NOl I i►7: i 18.5' 4.5, 1 1
ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM.
ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION AND MAINTAINED APPROX, LINE OF
FREE AND CLEAR INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA EX. GRADE I=
FIRE CODE AND THE ENCINITAS FIFE DEPARTMENT. �L-1� III I(( III III -I
TT r 7-17 �_= i- i= 1=r1 hf
If
PRIOR 10 IrE THE FOLLOWING CONDIT ONS SHALL BE CONSTRUCTION COMPLETED THE SATISFACTION OFTHETFIRE DEPARTMENT: �- I = -I - 2 1 MAX
DG PATH
GRAPHIC SCALE 1 " =10' 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE 6" PCC CURB
INSPECTING DEPARTMENT OR AGENCY. PER SORSD G -1
2. AS A MINIMUK THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A SECTION A A
PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES.
0 10 20 30 3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED
BY THE FIRE DEPARTMENT AND WATER DISTRICT. NOT TO SCALE
APPROVED I DATE REFERENCES DATE B}7NCEMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS
BMA BMA J 1
I I
I I
I l
_ - - T_ -
BW= 266.50
-FL= 1 6,17
FL =2 .05
TG =270.1
IE =269.2
i i
EXISTING 5' PRIVATE FL =269.0
DRAINAGE EASEMENT
PER MAP
gIC14-I w (,r
"SNAP swnLE Nor% To
If RoOif'llm \N�T►Fo�T
,'TA' ?f9TA:SS;oa of-
TKE C1'f'( of ENC,a�s�i
WEM DFMMUS S.FFACES
LOT 1 LOT 2
BUILDING FOOTPRINT
4,236 SF
4,326 SF
HARDSCAPE
950 SF
786 SF
DRIVEWAY
1,456 SF
1,880 SF
I 1
NAM CALCULATION L07 I LET 2
68055 LOT AREA = 16366 S1= = ;6,2825F
TOTAL AREA EXEMPT
FROM MAWA CALCULATION = I6,6% SF -16, 01D, SP
TOTAL LANDSCAPE AREA . 42.AY0.62x202 42,4x6.02 u273
5373 ETC = 7261 E7'0
LANDSCAPE EFFIGIENGY BW NOTE5:
I. WATER 15 TO BE DIVERTED FROM HARDSCAPE AND ROOF5
INTO 5TORMWATER BMP AREAS.
2. IRRIGATION 5HALL BE DE516NED TO LANDSCAPE
IRRIGATION EFFICIENCY NE6E55AR( TO MEET MAWA
3. ALL IRRIGATION SHALL BE GROUPED INTO H(1?ROZ0NE5
AND DE516NED TO DELIVER WATER TO H-(DROZONE5 BIASED
ON M015TURE REQUIREMENTS
4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLER5 WITH
RAIN 5EN51N6 SHUTOFF AND 501L M015TURE 5EN51N6 DEVICES
5. PLANT5, WHERE P0551BLE, WILL BE ROOT WATERED VIA
SOAKER HO5E5 OR XERI5CAPIN6
6. DROUGHT TOLERANT PLANT5 AND LOW WATER U5E PLANT5
ARE TO BE USED THROUGHOUT THE LAND56APE
7. H16H WATER U5E PLANT5 WILL BE LIMITED
5. TURF AREA5 ARE TO BE HELD TO AN ABSOLUTE MINIMUM.
LONER WATER USE TURF 5HALL BE U5ED WHEN P05SIBLE.
9. A MAINTENANCE SCHEDULE 5HALL BE PROVIDED INCLUDING:
A. IRRI6ATION WATERIN6, RUNOFF, ER0510N OR IRRIGATION
5(5TEM FAILURE
B. MINIMIZING OVER'SPRA1'IN5 ONTO HAR05CAPE AREA-5
G. REPLACEMENT OF DEAD, D(IN6 OR 015EA5ED VEGETATION
D. ERADICATION OF INVASIVE 5PE6IE5
E. REPAIR IRRIGATION 5(5TEM d COMPONENT5
F. REPLEN13HIN6 MULCH
6. SOIL AMENDMENT AHEN NEGE55ART TO SUPPORT AND
MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY
PLANT GROWTH
1. MAINTAIN TO AVOID OB5TRUCTION OF MOTOR15T5 VIEWS.
J. IDENTIFY WHO 15 RE5PON51BLE TO MAINTENANCE
10. RETICULATING WATER 5HALL BE U5ED IN ALL DECORATIVE
WATER FEATURE5
11. MULCH WILL BE U5ED ON 5LOPE5 LE55 THAN 3:1 TO A DEPTH .
OF 3" TO MINIMIZE EVAPOTRAN5PIRATION.
12. 501L AMENDMENTS WILL BE U5E0 TO CREATE AND MAINTAIN
A HEALTH( GROWING MEDIUM FOR ALL PLANT MATERIAL.
501L TESTING WILL BE UTILIZED TO IDENTIF( ANY 501L
DEFICIENCY AND OFFER AMENDMENT RECOMMENDATION5.
13. THE E5TIMATED TOTAL WATER U5E 5HALL NOT EXCEED THE
MAXIMUM APPLIED WATER ALLOWANCE (MAWA).
L.
STUCCO TO MATCH HOME.
PART OF BUILDING PERMIT
SECTION B B
NOT TO SCALE
CITY OF ENCINrrAS ENGINEERING DEPARTMENT
GRADING PLAN FOR:
SEASCAPE ESTATES
PLANNING CASE N0: 11 -016 & 11 -017 CDP A.P.N. #254- 181 -25 6 26
No. 71651
Exp. 12/31/13
692 -G
SHEET 5 OF
P IV,
1
CITY OF ENCINITAS
PLANS PREPARED UNDER THE SUPERVISION OF
REVIEWED BY:
CONTROL POINT
HORIZONAL 1 " =10'
REVIEWED Y,'
��
DATE: •V'�
�J/J A /�
1002 PER ROS 18416
NAVD 88 EL= 313.68
VERTICAL N/A
Rte_
�_•�
- R.C.E. NO. 71651
BRIAN M. ARDOLINO EXP. 12 -31 -13
MASIH MAHER GREG SHIELDS
C42519 FOB DEPUTY CITY ENGINEER
DATE: DATE:
/p.3•IZ
DATE:
I 1
NAM CALCULATION L07 I LET 2
68055 LOT AREA = 16366 S1= = ;6,2825F
TOTAL AREA EXEMPT
FROM MAWA CALCULATION = I6,6% SF -16, 01D, SP
TOTAL LANDSCAPE AREA . 42.AY0.62x202 42,4x6.02 u273
5373 ETC = 7261 E7'0
LANDSCAPE EFFIGIENGY BW NOTE5:
I. WATER 15 TO BE DIVERTED FROM HARDSCAPE AND ROOF5
INTO 5TORMWATER BMP AREAS.
2. IRRIGATION 5HALL BE DE516NED TO LANDSCAPE
IRRIGATION EFFICIENCY NE6E55AR( TO MEET MAWA
3. ALL IRRIGATION SHALL BE GROUPED INTO H(1?ROZ0NE5
AND DE516NED TO DELIVER WATER TO H-(DROZONE5 BIASED
ON M015TURE REQUIREMENTS
4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLER5 WITH
RAIN 5EN51N6 SHUTOFF AND 501L M015TURE 5EN51N6 DEVICES
5. PLANT5, WHERE P0551BLE, WILL BE ROOT WATERED VIA
SOAKER HO5E5 OR XERI5CAPIN6
6. DROUGHT TOLERANT PLANT5 AND LOW WATER U5E PLANT5
ARE TO BE USED THROUGHOUT THE LAND56APE
7. H16H WATER U5E PLANT5 WILL BE LIMITED
5. TURF AREA5 ARE TO BE HELD TO AN ABSOLUTE MINIMUM.
LONER WATER USE TURF 5HALL BE U5ED WHEN P05SIBLE.
9. A MAINTENANCE SCHEDULE 5HALL BE PROVIDED INCLUDING:
A. IRRI6ATION WATERIN6, RUNOFF, ER0510N OR IRRIGATION
5(5TEM FAILURE
B. MINIMIZING OVER'SPRA1'IN5 ONTO HAR05CAPE AREA-5
G. REPLACEMENT OF DEAD, D(IN6 OR 015EA5ED VEGETATION
D. ERADICATION OF INVASIVE 5PE6IE5
E. REPAIR IRRIGATION 5(5TEM d COMPONENT5
F. REPLEN13HIN6 MULCH
6. SOIL AMENDMENT AHEN NEGE55ART TO SUPPORT AND
MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY
PLANT GROWTH
1. MAINTAIN TO AVOID OB5TRUCTION OF MOTOR15T5 VIEWS.
J. IDENTIFY WHO 15 RE5PON51BLE TO MAINTENANCE
10. RETICULATING WATER 5HALL BE U5ED IN ALL DECORATIVE
WATER FEATURE5
11. MULCH WILL BE U5ED ON 5LOPE5 LE55 THAN 3:1 TO A DEPTH .
OF 3" TO MINIMIZE EVAPOTRAN5PIRATION.
12. 501L AMENDMENTS WILL BE U5E0 TO CREATE AND MAINTAIN
A HEALTH( GROWING MEDIUM FOR ALL PLANT MATERIAL.
501L TESTING WILL BE UTILIZED TO IDENTIF( ANY 501L
DEFICIENCY AND OFFER AMENDMENT RECOMMENDATION5.
13. THE E5TIMATED TOTAL WATER U5E 5HALL NOT EXCEED THE
MAXIMUM APPLIED WATER ALLOWANCE (MAWA).
L.
STUCCO TO MATCH HOME.
PART OF BUILDING PERMIT
SECTION B B
NOT TO SCALE
CITY OF ENCINrrAS ENGINEERING DEPARTMENT
GRADING PLAN FOR:
SEASCAPE ESTATES
PLANNING CASE N0: 11 -016 & 11 -017 CDP A.P.N. #254- 181 -25 6 26
No. 71651
Exp. 12/31/13
692 -G
SHEET 5 OF
P IV,
1
I/
0PE
\/ /
OVERFLOW RISER
ATRIUM GRATE
TG PER PLAN
/ WH6RF
70,338 SF 0.61 AC) GROSS
(AFTER 5' DEDICATION)
70.338 Sc (1.61 AC) NET
DEEP - ROOTED DROUGHT
TOLERANT PLANTS FOR
CITY APPROVEED SOILS
EOUIV.
�I /vN►��F�� � � �S`B�JSVi� ®I I�� �
W(m No. 71651
6 Exp. 12/31/15
BRIAN M. ARDOLINO DATE
RICE 71651 A�
EXP 12 -31 -15
REVISIONS APPROVED DATE
NEW SHEET M 3 /'1/ 14
&TIMATED EARTHWORK UANTITIES
350 CUBIC YARDS EXCAVATION (CUT)
500 CUBIC YARDS EMBANKMENT (FILL)
150 CUBIC YARDS EXPORT
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR
PERM.TT PURPOSES ONLY. (CALCULATED ON A
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
DUE TO SHRINKAGE OR SWELL FACTORS).
REMEDIAL GRADING QUANTITIES = CY
REFERENCES DATE BENCI MARK
-- - CITY OF ENCINITAS
CONTROL POINT
1002 PER ROS 18416
NAVD 88 EL= 313.68
NEW DPERVIOIS St#FACES
LOT 1
I LOT 2
BUILDING =0OTPRBVT
5.096 S'
5035 SF
HAROSCAPE
0 SF
0 SF
DRIVEWAY
0 SF
0 SF
SWALE TO BE REINFORCED Y' Q fEFE4 TAL .. ,. , off tER TO AE�iAD�
WITH TURF AT A MINIM iBTiW AC BERM -EXIST]W 4" AC OVER INSTALL PERVIOUS PAVERS FF 262.7 Vt1 }I$LE£S tJPE FL 266.0 BE PROTECTED BY AN AUTOMATIC FIRE
MIN
TYPICAL SWALEDETAILA A TO REMAIN 6" CLASS II AB TO REMAIN APPROVED BY (IiCOR CITY FO 20 - -; FF 2672 f WALL ALL SYSTEM.
EXISTING AC SIDEWALK EXISTING ZERO HEIGHT CUFF VARIABLE . FG B TD H FIIX4<
NOT TO SCALE TO REMAIN 6'X16" PCC TO REMAIN 2% MIN CMU RETAINDJG WALL VARIABLE SLf,,,,,, ALL ROADWAYS SHALL BE A MINIMIMt OF 16 IN WIDTH DIItING
PETi SDTIBD C -2
STUCCO TO MATCH HOME CONSTRUCTION AND MAINTADNEDFFEE AND CLEAR DJCLlA1DVC
20% MAX 2% MIN
TYPICAL SECTION RAINBOW RIDGE LANE PER SOTSD C -2 2p% MAX c t THE PARKING OF VEHICLES, A ACCORDANCE WITH THE CALIFORNIA
-� ' -� FIRE CODE AND THE ENCINITAS FIFE DEPARTMENT.
SECHON B B
DETALL LEC04ATIYE SCALE: 1" _10' PRIOR TO ThE DELIVERY OF BUILDING CONSTRUCTION MATERIALS
SCALE: 1 " =10 ' SECT �ON C—C TO THE PRQ�CT SITE ALL OF TIE FOLLOWING CONDITIONS SHALL
PERVIOU3 PAVERS o 0 o ORCO AWABRICC OR CITY SCALE.' 1 " =10' COM°LETEO TO THE SATISFACTION TtE FIRE I PARTAtNT.'
, VD HIV IENCINrrAS FIRE P'ROTEMON DIST. SAN DIEGUrM WATER DISTRICT LBUCADIA WASTEWATER DIST. 1. ALL NET AND 1XiY UTILITIES SHALL BE INSTALLED Atw
2" BEDOING PER APPROVED BY TAE APPROPRIATE INSPECTING 06-- 1,RTME34T
MAMEACRWR E SPECS OR AGENCY.
4" - 308" GRAVEL VI - E j - __ REV WED BY: REVIEWED BY: 2. AS A MINIIMUR THE FIRST LIFT OF ASPHALT PAVE .''^ SHALL BE
NATtRAL GRADE 6 ` IN PLACE TO PROVIDE A PERMANENT ALL WEARER SLf* '!'E
PERVIOiIS PAVER SECT70N _ �f :A.> �r 4s FOR EMERGENCY VEHICLES. DA TE: 6 Z0�� 2 � � Zo �� L , _ I SERVICE APPLICABLE• ALL FIFE HYDRANTS
REF SHALL R INSTALLED,
� T T ♦ ���STCALE.' 1 " =2' T SIGNATURE EXPIRES 2 YEARS♦ AFTER DATT E DA 27/�e7l yET . 2//8/or NCW S N EEt AND TE DISTRICT. i� BY THE FDA OEPARThENT
SCALE PLANNING & BUILDING
DESIGNED BY DRAWN BY CHECKED BMA BY L!iYMOVA S C l i OF ENC=AS ENGDMERING DEPARTME`+1T DRAWING NO.
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY:SAN GRADING PLAN FOR
HORIZONAL 1 " =10 REVIEWED BY' /o� ^ /)�
\ DATE: Z-14-14 MASIH MAHER "/- / v 1 SEASCAPE ESTATES 692 -G
VERTICAL N/A R.C.E. N0. 7651
Fey GLENN PRUIM
DATE: BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: DATE: 311114
PLANNING CASE NO: 13 -155 6 13 -156 CDP A.P.N. #254 - 181 -25 E 26 SHEET 5A OF 7
NEWSHEET N \Active., Jobs \2075 RAINBOW RIDGE \DRAWING \2075 PGP.pro2 /6/2014 PLEA 20;
IY tJL�r�t'i
I. 2.4% li �? - _ice,`;
DISTRICT TO INSTALL 2T1" TER - 1' I FS =262.2 0 1• BW @FG 262.2 / fel�RAY 4g T �i
SERVICES AND DUAL �" �� / 2" HARDWOOD MULCH
„ r FL =261.3 ae, 4g - " _ �_� V � .. r
WAS WS-04 WC -17 AT OWNERS y � FS 266.0 FS -266.1 FS 266.9 G � r COVER OR CITY
EXPENSE TO SERVICE LOTS 1; & 2 i AREA DRAIN INSTALL 6 / ._- _ FS- 266.1 i m, APPROVED EQUIVALENT
z AREA CW4Ai AREA DRAIN FG 265.5
_ FLUSH CIAO ` 0
�t FS =261.9 TG 261.8
IST 0 RT Z`U `. TG -261.8 TG=2&1.8 ll�L. A BRAIN SOIL
2
F�( iNG IT INSTALL 6" FS-252.0 TW@FG 5 AF�4 �?AW IAA Ck�AIN 1 2 4 a *gam BE� OW
.:.
INSTAI,..6 "., HT LlRRB FLUSH CIAO SETBA BW@FG 262.2�� TG 266 s� % _ - 1 TG -3 - - -T
_ /
-L3AE� FS- `262.1 -1 I AEA UI `! - l - '�IF1�i 2" OF 318" GRAVEL
1; T 3�1� PERVIOU3 FAVEP �� /+ FG�266 12" OF 3/4•, GRAVEL
SAWCUT AND REPLACE ANY EXISTING ;, j I FG =262.0 FG 262.0 ? FS-256.5 FG266.5 I *# SEE NOTE BELOW
DAMAGED - ASPHALT AADIOR ANY �.�_ I c�:, FS =262.1 I �RI N �` I FG=26r.5 I
ASPHALT OR PUBLIC OR PRIVATE I 1 FS 262.0 FS =�2.1 AFEA �G4IN
IMPROVEMENTS DAMAGED DUAR �i FS =266.7 l
CONTRUCTION OF THESE LOTSiALONG �I'i `' FS= 262.57 TG =261.8 I ! FS =266.7
THE PROPERTY FRONTAGE' TO RAINBOW ; ! CM U RETAINING WALL ? I I T
RIDGE AND THE PRIVATE; D VEWAY TO I STUCCO TO MATCH HOME FS =266 3 J
� &ARA6E F i
THE SATISFACTION OF TFE ENGINEERING ? I I FS =262.57 �( PER SLVaSD C -6' I ! �7 R �7E * BIGRETENTION 'BUINEERRED SOIL" LAYER SHALL BE MINR4,M 24" DEEP
DEPARTMENT_- ___... i -� ' _ ` / 'SANDY LOAM" SOIL MIX WITH NO WORE THAN 5% CLAY CONTENT. THE MIX
I F5= 262.50 /� SHALL CONTAIN 50 -M SAAU 20-30% COMPOST O1 HARDW MULCH AND
I AREA DRAIN I AREA CElAiN f AREA DRAIN
I TAWG 2643 AREA DRAIN f/
20-30% TOPSOIL FREE OF STONES SR#PS ROOTS OR SARBu4R OBJECTS.
FL= 268:2 i � i . ! � ! I I AREA DRAIN
TG =266.3 TG=fi3 I TG =266.3 AND ALSO FREE OF NOXIOUS WEEDS.
TG 261.8 O�c�6E BW@FG 261.8 f ( TG =266.3 I,
24' DEDICATION jji .,x f X ( AREA `DRAIN ( ! FS =266.7
PER MAP I` i N AREA DRAM G TG =266.3 I 3 ! 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM} OF 12" BUT MAY BE
i I DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
FXISTINiCi NO "PAFgtA1G ' - ___ i , - - DETAIL
SIGN TO BE REMOVED I I { I F6 262.0 rG 261.8 ' f I _ I LANDSCAPE BMP AREA DETAIL,
F s,
AREA DRAIN FG= 266.5 ` -
EXISTING KEYSTDNE WALL 1 ( I FS 262.6 I1 V! FG =266.5 FS 266.7 FG =266.5 FG-266.5 TG -266.3 I j
WITHIN PUBLIC RIGHT- OE -WAj� ( A of (� ! G'268.9 gy(((p// qq LOT 1 LOT 2
I TO BE REMOVED AND RE 0QA �I' �i q I� ! AREA DRAT I
TO PRIVATE PROPERTY. AD �` I i I TG -266.3 2663
PRIVATE ENCROACFHLNTS; I } I 1 GAOSS LOT AREA = 16,300 SF = 16,292 SF
ALLOWED IN PL)BLIC I
Ij 5 VINYL FENCE I 10 M. S Y.rs 8.
i I Y•S r FROM MAWA CALauTION = 15.999 S' = 1939
s -- RIGHT -OF -WAY ] j p (( PER ARCH PLANS LOT t I. TOTAL AREA EXEMPT
1431 I NI E3ON R 1 DG AREA CAIN I {' lV AREA MIN FG 266.5 s
a `O TOTAL LAP�CAPE AIEA 42.9 R.62�c311 = 8,272 ETD 42.9x0.62X353 = $ 9 ETD
I TG =266.3 E 8 267.1 LAMDCA►E EFFICIBA':Y BHP NOTER
�► , PP -262.7 cMU RrarNAG wALL 1
EXISTING PRIVATELY MAINTAINED 6' i ! TG -261.8 X� I FS= 7.1 STUCCO TO MATCH HOME ? 1. WATER IS TO DIVERTED FROM HRAF CAPE AND FMS INTO STAR ATEA BMP AREAS.
WIDE ROCRC -Lit i7 TREATMENT' SWALE (� 17 AREA DFI47N P�D =262.0 I i I PER SDRSD C -2 2. IRRIGATION 9*1 BE D SIGNED TO LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA
j I t TG =261.8 AFN 2Jr" 4- 181 -25 I � � LOT 2 ( I � IB 3. ALL IRRIGATION STALL BE GRIX PED Wf0 MDAOZOIES APi7 DESIGNED TO DELIVER WATER TO HY�dDTIkES
( I ffi �-
FG=266 5 BIASED ON MOISTURE REGN/DEM£NTS
INSTALL_PERVIooS:P�VERS f
f ;
GAGE NO: 13 -155 GDP 1
R `
`'1' ;
11 2
2ESIDENGE I
I! .
., 4
4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RV41N SENSING SHUTOFF AND SOIL MOISTIHFE
AQUABRIC BY ORCOiOR CITY I
I I
; 1
I FG =262.0 PROPOSED 5' WOOD !
I I
! 1
1433 RAINEON 12106E j
j
DEVICES
APPROVED EQUIVALENT TO BE L
I X
X j
FENCE PER ARCH PLANS I
I I
I P
PP =267.2 AREA DR4A/ L
I (j 6
6. DROUGHT TOLERANT PLANTS AND LOW TER WATERED P! ANT FUSEDKJT TIE LANDSCAPE
N ACCORDANCE WITH ENOROACHNT (
( !
! _
PER DW I
I
4 P
k I I
PrdcD = 266.E TG =266 2 /
I 8
LIMITED O
VTENANCE AND REMOVAL COVENANT �
�` I
__ }
j I
) (
(� s B
8. H
DOC 2014 00764_ j
I I
I {
I ,
FG--266.5 V
V "
" '
9. A MAINTENANCE SCHEEKLE SHALL BE PROVIDED AXICDBVG•
FL= 25,6.5 W
1 1 - i FG =262.0 I
I /� A
AREA B?47N G�45E NO: 13 -156 GDP q
q' ` A
A. DNIGATION WATERING, RLNOFF• EROSION OR TMIGATION SYSTEM FAILURE
I I L ( AREA DRAIN �' TG 266.3 I C. REPLACEMENT OF LEAD, DYAD DISEASED VEGETATION
f STORM WATER MACTENA E A NT I j i D. ERADICATION OF INVASIVE SPECIES
i EXISTING 8' I FG-262.0 �^ O�: � TG =261.8 I PER DOC. to lP"
off. I �B r E. REPAIR IRRIGATION SYST04 & CANTS
PRIVATE SEWER -- k
EASEMENT PER MAP <' I I FEC. ,�
CM U RETAAIAG WALL mp I Ol F. REPLENISfiAG AAA l R
_ y STUCCO TO MATCH HOME I 1 oR Z BN@F 265'9 G. SOIL AUNT *a NECESSARY TO SUOPORT AND MAINTAIN HEALTHY PLANT GROWTH. hOME
H. AREA IN d (1N PER SORSD C -2 I I FS =267.1 FS 267 STRCCQTTO MATCH L
V �; c iSD C -2 ( I. MAINTAIN TO AVID OBST�TION OF MOTORISTS VIEWS.
THY PLANT GROWTH
EXISTING {
1 SEWER ;� i 1.9 FS=262.6 FG 262.0 I ? r J. IDENTIFY R�,D IS RESPONSIBLE TO MAINTENANCE
EJ r �Q II�� I ; 10. RETIaLATM WATER SHALL BE USED IN ALL DECORATIVE WATER FEATR S
` , ^ CLEANOUT ' FS- -262.5 I ( o II. MIACH WILL BE USED ON SLOPES LESS THAN 3:1 TO A LLPTH OF 3" TO MINIMIZE EVAPOTRANSPIRATION.
EXISTING p i; 12. SOB. AM€MQ�MS WILL BE USED TO GATE AND 94DVTAIN A HEALTHY GfOWAS M DAN FOR ALL PLANT
MATER-AL. SOIL TESTAE WILL BE UTILIZED TO IDENTIFY ANY SOIL DEFICIENCY ANE OFFER AA£ VT
i z SEWER AREA DRAIN ( i �l - £ ® I ; i MATER"
AL.
j 't TG =261.8 ( j I FG -266.4 PAVER PATIO I N�,P : t MEC ATIONS.
I 1 IE =�0.8 I I i 13. THL ESTIMATED TOTAL WATER t SHALL NOT EXCEED 77E MAXIAAAN APPLIED WATER ALLOWANCE (MAWA).
FG 262.0
PAVER PATIO
�- I� _ i AREA DRAIN ' = 267.00 I I 24' DEDICATION TO
T_ FS 262.5 y FG=266. FG =266.5
r i TG -
t,SEIrER j Ij FS- TWIG 2643 ��! -
13 16 34' 3' 219 t CITY OF ENCINICAS
f' V (( I j I FG X62.0 FG- -262.0 FG262.0 BW@FG 264.3 I I FG266 5 I TW@FGG 268.8
I AREA lKt4IN I r j Ob'
Ate- I 29 f _ -- -.
TTr266.3 I 265.7 2: t� VARIES (2S Mm
_ -' . _ �. _
A IJFIAIN I AFREA DRAIN�� I I � �, <., � INSTALL 6.,
,.r
-
FG--262. BW@FG,
FG 266.3 _ i I Z ES(I�TIAG RIDBCAV POO am
1 I �, ` EXISTBtYi AC ��
REMDVEEX. I / - -IE- 2632------- - - - - -- - -L - -- �_ - -- r �� filJ17ERTORiABV PER C-1
j itf - - PARVWAY -TO IEMABJ
I TG 26W 2
r r ' F ! EIISTAG AC 81574 IXISTAG 4" AC OVER
c� p� _ IPt£T _ _ - 1 ! I W' TW@FG 65.6
TO REMAIN 6 (;ASS II AB TO RE?WINl�}ABRIC BYVQ4C0 OR
' -
20' PUBLIC RD f ' _ 1 TW 260.0 ¢ REMOVE EX. BW@FG 6 EXISTAG AC SIDEWALK
EXISTAG zERO HEIGHT a Re CITY APPROVED EQUAL
ESMT 4 28 -47
jFL
`7 _ , y BW@FG 257.5 / / _. I INLET _,_ . ___.__ _ -__ - ! TO PEMAIN
//l / i �___ g _.. _ ... . Y ._._ 6 "X16" Pa TO REMAIN
-FILE-45115 OR. _._- __ a ' 71y -s. 5 __ IF 256.5 6" FCC HEADWALL TW 264.0 _ __ __ I
i ....__,_RIPE-OUTLET 6' �� TOP OF SLOPE - ! I
j _ ._ _ _. - - -- TYPICAL SECTION RAMO W RIDGE LANE
19' CENTERLINE B 255 // r'__ IE 259.0 _._. . _ / BMNFG 283.5
IF X56.5 j p�D�t . -- - RBA RAP RDpC �j N.T.S.
SDGE I / ,T TW .0 ,___._ ._b _P__CC HE (TYp) EXISLB� 5' R�?IVATE
' DRAINAGE SEMENT t EXISTING 5' 1E I
EX
i ESMT i2 22 -48 PIPE �r I 258.0 - _ �� ��64, -. -. Ea
126165 O R. - 5 TC 260 5 8 �... - &1CW 5ifL71 v _ ILL (E IRAX �AAIAGE T I PROPOSED 5'
r - _ _.. - - PER °`. ,• PROJECT SITE FG 270.7 PER AFICH PLANS
10 SERVER ESAtT __- i
i 1g' IE .. A T N y _. _
I - % _- °�►..� - __. _.._ _.. - - LOT 1 FG 268.5 X LOT 3
-.
AEC. 5-20-69 f -�� _ - y
69 88174 __n
�� - E ' f'R� PCC hEADWALL PAD 270.7
`- ' "F F APN 254 - 181 -03 FG 2662 1
lT1 .
s ! f ,
10' . ._ ..:., ,. - ,{ __.• _: c.:: _ ¢ p: __ _ c s - -'rr . a -- i.._.. 2:1 MAX
Mon. mor. -01 rA 2
4 .Q ...p:_•_ iY F : gi p. -_ '_ �:: a - �.,b , -:. ti , (R'.° � z - = IE 259.0 FL 266.0
- CLM TE SPILLWAY ENCROACHMENT PERMIT N84 29 24'E 100. �T 1 ✓ . -�T - PAD 262.0 FF 2672 ! M J RETAINING
( r fiM (FL =261. RIP RAP
r 0692 -RE FOR PORTION SWALE WITHIN R.O.W. 6" PCC HEADWALL PCC BROW DITCH TO 4" PVC DRAIN (RIPE FG 259.0 FG 266.5 TOLMIATCIi STUCCO HOW
DOC. 2008 - 0044516 TW 261.0 S`�` BI G �0 5 TW 264.0 `, PIPE OUTLET
TRANSITION TO INLET
EXISTING -8. "- -SEWER @ °4 ;56%1
PER LEUCAOIA WASTEWATER!
DISTRICT JOB #751
GRAPHIC SCALE
� t
r � ../� TF 257.5 IE 263.0
7W 264A 6" PCC HEADER (TYP) VARIABLE SLOPE PER SORSD C -2
REC. JAN. 29 2008 D APN' 254 181 Q3 BW�G 259.0 2.5' MAX EXED HT G=- P6B- WE,MBWAtL Bw@FG 261.7 ` E BM@FG 263.0 w/ PCC APRON 6„ p) 5 MIN
_ PORTION OF EXISTING T IF 257 5 TF 260.5 2.5' MAX EXPOSED HT BIOFRETENTION AREA 2�
24 t SPILLWAY TO BE ZS1.3 MASON4RY TYPE Crl TF 260.5 260.0 MAX
MASONRY TYPE C -1 FG 0 L PER DETAIL THIS SHEET
REMOVED I £ t ;1• j
DECO2R�IV� WALL PER SDRSD i�26B4O� BVLET WALL PER SORSO
COSILC iA�gl.� 2 MAX EXPOSED HT
�, ��� TG 263.5 � 3
1 ESnMATED EARTHWORK QUANTITIES
1 " =10' Ran rIIGTr VAOnc CVrAI /ATTnKI rru•n
�0
Q(a ®FESS_r
®��CHAEL q9�F
�Q2 p�2� ✓V
1 N /' I/ \ m N0. 71651 m
_�.,1�}.� \IIJVI �J � Exp. 12/31/5- �
IZ ►(�.
BRIAN 71651 DATE q OF Cl�F���
EXP 12 -31 -1`511
NEW .DpEI IdS SLOFACES
LOT 1 LOT 2
BUILDING FOOTPRINT 5096 SF 5035 SF
HAFDSCAPE 0 SF 0 SF
DRIVEWAY 0 SF 0 SF
5ECTIONB B
MASONRY TYPE SDRSD N.T.S.
BIbRETENTION AREA SEE SECTIOND D NOTES:
L F F DETAIL THIS SHEET (TYP)
SE.,CTI ®NC! C N.T.S. I. ALL FEES SHALL BE PROTECTED BY AN AUTOMATIC F113E
SP RANCLER SYSTEM.
I N.T.S. 2. ALL ROADWAYS SHALL BE A MINIM OF 16' IN WIDTH a RING
R PROJECT SITE CONSTRUCTION AND 94DVTABIDFREE AND CLEAR DGDORG THE
I�� PROPOSED 5' WOOD LOT 2 PAWD6 OF VEHICLE$ IN ACCORDANCE WITH THE CALIFORNIA
17.5' EXIST. V FENCE PER ANKH PLANS 6" PCC HEADWALL APN 254- 181 -03 FIRE CODE AND THE ENOANITAS FIRE DEPARTMENT.
6' MAX CMU RETAINING VEHICLE A FG 266.7 p IE 263.0 3. PRIOR TO THE DELIVERY CE BUILDING CONSTRUCTION
INSTALL DECORATIVE WALL PER SHEET 6 I FG 264.3 FL 266.3 7,y� RIP RAP MATERIALS TO THE CC T S rF ALL OF THE FOLLOWAG
PERVIOUS PAVERS BY ��: �.._.__ 4" PVC DRAIN PIPE "�Y FG 263.0 TO THE SATISFACTION OF
CONDITIONS SHALL
7 O o o c ORCO AGUABRIC OR CITY FG 261.8 z•� ., ... , _.._ THE FIFE' DEPARTMENT
0 0 0 01 mw FG 266.5
d� a0 a� APPROVED EQUIV FL 261.6
�o Oa 7 VARIABLE SLOPE BIORETENTION AREA a. ALL WET AND CRY UTILITIES SHALL BE INSTALLED AND
7 2" B DOM PER � t APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR
c�d000c� r�� _ 2% MIN PER RETAIL THIS SHEET
MANA�ACR F67S SPECS __ . _ _
FG 262.b. ' 20% MAX AGENCY.
3/8" (tVEL VARIABLE SLbRE 2' MAX EXPOSEW H T b. AS A MINIM THE FIRST LIFT OF ASPHALT PAVAG SHALL
2% MIN M RETAINING WALL -j STUCCO TO MATCH HOME SURFACE O1 Y VEHICLES. ALL NEATFEA
NATlR4L (YRAQE �% MAX MAW PER SORSb
PERVIOUS PAVER SECTION SECTIONF -F D C -2 ciN SER`Rvlc� AND ACCEPTED BY THE FIRE SHALL A D
NTS
N.T.S. SEMONA A SEC'TIONE E
WATER DISTRICT.
• N.T.S.
♦ �ryp N.T.S.
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLApT1 n40 &' $jJjj,D�(t'} DESIGNED BMA BY DRAWN KK BY CHECKED BMA BY APMOVALS CITY OF ENCINITAS ENGINMENG DEPARTMENT DRAWING NO.
NEW SHEET CITY OF ENCINITAS PL PREP E UNDER THE SUPERVISION OF REVIEWED BY: GRADING PLAN FOR.' "
O f I ?. CONTROL POINT HORIZONAL 1 " =10' REVIEWED BY. 7 n /I����� ���� �A� ®�
Q C / „(� 1002 PER ROS 18416 DATE: 7 �' MASIH MAHER Coe GLENN PRUIM l�
- -- VERTICAL _NIA _ R. C. E. NO. 71651
NA VD BS EL= 313.68 -- DATE.• BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: DATE: 3
PLANNING CASE N0: 13 -155 & 13 -156 CDP A.P.N. #254 - 181 -25 & 26 SHEET 5B OF 7
W Sl ■ jFl PLEA 2075 31112016
5ECTIONB B
MASONRY TYPE SDRSD N.T.S.
BIbRETENTION AREA SEE SECTIOND D NOTES:
L F F DETAIL THIS SHEET (TYP)
SE.,CTI ®NC! C N.T.S. I. ALL FEES SHALL BE PROTECTED BY AN AUTOMATIC F113E
SP RANCLER SYSTEM.
I N.T.S. 2. ALL ROADWAYS SHALL BE A MINIM OF 16' IN WIDTH a RING
R PROJECT SITE CONSTRUCTION AND 94DVTABIDFREE AND CLEAR DGDORG THE
I�� PROPOSED 5' WOOD LOT 2 PAWD6 OF VEHICLE$ IN ACCORDANCE WITH THE CALIFORNIA
17.5' EXIST. V FENCE PER ANKH PLANS 6" PCC HEADWALL APN 254- 181 -03 FIRE CODE AND THE ENOANITAS FIRE DEPARTMENT.
6' MAX CMU RETAINING VEHICLE A FG 266.7 p IE 263.0 3. PRIOR TO THE DELIVERY CE BUILDING CONSTRUCTION
INSTALL DECORATIVE WALL PER SHEET 6 I FG 264.3 FL 266.3 7,y� RIP RAP MATERIALS TO THE CC T S rF ALL OF THE FOLLOWAG
PERVIOUS PAVERS BY ��: �.._.__ 4" PVC DRAIN PIPE "�Y FG 263.0 TO THE SATISFACTION OF
CONDITIONS SHALL
7 O o o c ORCO AGUABRIC OR CITY FG 261.8 z•� ., ... , _.._ THE FIFE' DEPARTMENT
0 0 0 01 mw FG 266.5
d� a0 a� APPROVED EQUIV FL 261.6
�o Oa 7 VARIABLE SLOPE BIORETENTION AREA a. ALL WET AND CRY UTILITIES SHALL BE INSTALLED AND
7 2" B DOM PER � t APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR
c�d000c� r�� _ 2% MIN PER RETAIL THIS SHEET
MANA�ACR F67S SPECS __ . _ _
FG 262.b. ' 20% MAX AGENCY.
3/8" (tVEL VARIABLE SLbRE 2' MAX EXPOSEW H T b. AS A MINIM THE FIRST LIFT OF ASPHALT PAVAG SHALL
2% MIN M RETAINING WALL -j STUCCO TO MATCH HOME SURFACE O1 Y VEHICLES. ALL NEATFEA
NATlR4L (YRAQE �% MAX MAW PER SORSb
PERVIOUS PAVER SECTION SECTIONF -F D C -2 ciN SER`Rvlc� AND ACCEPTED BY THE FIRE SHALL A D
NTS
N.T.S. SEMONA A SEC'TIONE E
WATER DISTRICT.
• N.T.S.
♦ �ryp N.T.S.
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLApT1 n40 &' $jJjj,D�(t'} DESIGNED BMA BY DRAWN KK BY CHECKED BMA BY APMOVALS CITY OF ENCINITAS ENGINMENG DEPARTMENT DRAWING NO.
NEW SHEET CITY OF ENCINITAS PL PREP E UNDER THE SUPERVISION OF REVIEWED BY: GRADING PLAN FOR.' "
O f I ?. CONTROL POINT HORIZONAL 1 " =10' REVIEWED BY. 7 n /I����� ���� �A� ®�
Q C / „(� 1002 PER ROS 18416 DATE: 7 �' MASIH MAHER Coe GLENN PRUIM l�
- -- VERTICAL _NIA _ R. C. E. NO. 71651
NA VD BS EL= 313.68 -- DATE.• BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: DATE: 3
PLANNING CASE N0: 13 -155 & 13 -156 CDP A.P.N. #254 - 181 -25 & 26 SHEET 5B OF 7
W Sl ■ jFl PLEA 2075 31112016
REINFORCED CONCRETE FOUNDATIONS
CONCRETE BLOCK MASONRY
I. THE MINIMUM 28 -DAY CYLINDER STRENGTH SHALL BE PER 2013 CBC TABLE 19042, AS 1. MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO A5TM C -90 GRADE N.
FOLLOWS, (UN.OJ. W1 AN ULTIMATE COMPRESSIVE STRENGTH - f'm = 1500 PSI.
CONCRETE ELEMENT f'c 2. MORTAR MIX SHALL BE ONE PART CEMENT, 3 PARTS SAND, 1/4 HYDRATED LIME OR
LIME PUTTY BY VOLUME*- WATER CONTENT SHALL BE THE MINIMUM REQUIRED FOR
WORKING CONSISTENCY! MORTAR SHALL BE TYPE 'S", UNLESS NOTED OTHERWISE.
SLAB ON GRADE 2500 P51
CONTINUOUS FOOTINGS 2500 P51 3, GROUT MIX SHALL BE ONE PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL BY
SPREAD PAD FOOTINGS 2500 P51 VOLUME. THE 28 DAYS ULTIMATE STRENGTH OF THE GROUT SHALL BE 2000 PSI.
y
PILES 4 CAISSONS 3000 PSI
GRADE BEAMS 3000 F51 4. GROUT MIX SHALL BE SOLID GROUTED, UNLESS NOTED OTHERWISE ON PLANS.
ALL CONCRETE REQUIRED TO BE GREATER THAN 2500 PSI SHALL HAVE SPECIAL 5. CONTINUOUS DEPUTY INSPECTION 15 REQUIRED, UNLESS NOTED OTHERWISE.
INSPECTION PER 2013 CBC CHAPTER 11.
6. FIRST COURSE OF BLOCKS ABOVE OPENINGS SHALL BE LINTEL /BONA BEAM UNITS.
2. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 -94, TYPE I OR II.
I MAXIMUM GROUT LIFT SHALL NOT EXCEED 4' -0' IN ONE DAY UNLESS PROPER
V CMU WALL 2 s'
PROCEDURES OF HIGH LIFT GROUTING OF THE GOVERNING AGENCIES ARE FOLLOWED.
3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C 33 -94
(SOLID GROUT)
�� �� �y
VIBRATE ALL GROUT LIFTS.
AND SHALL BE A5 DEFINED IN ACI 318 SECTION 33. 'A' AGGREGATES FOR LIGHTWEIGHT
CONCRETE SHALL CONFORM TO A5TM C 330 -69. STRUCTURAL LIGHT WEIGHT CONCRETE 8. MASONRY SHALL BE GLEAN AND FREE OF ALL SUBSTANCES THAT MAY IMPAIR BONA.
SHALL HAVE A DENSITY RANGE OF 110 TO 115 PCF.
9. BOND BEAM TYPE UNITS SHALL BE USED FOR ALL HORIZONTAL REINFORCING STEEL.
"5 BARS a 16° O:C. (H)
4. ADMIXTURES PER AGI 318 SECTION 3b MAY BE USED WITH PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER 10. VERTICAL COLE) JOINTS ARE NOT ALLOWED UNLESS NOTED OTHERWISE ON THE
DRAWINGS,
6. Q /'N/'kX, 05 BARS 9 16' O.C. (v)
V GMU WALL 2/2
(SOLID GROUT)
5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH
LX POSEn
A5TM G 94 -94 AND PER SECT, 19 - MIXING 4 PLACING OF CONCRETE. Il HORIZONTAL CONSTRUCTION JOINTS: WHEN GROUTING IS STOPPED FOR ONE HOUR OR
=
LONGER, THE GROUT POUR MUST BE STOPPED A MINIMUM I V2 ' BELOW THE TOP OF THE
6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL IN NONPRE5TRE55ED UPPER UNIT.
H
a
CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS:
45' MUDSTRIP
z
12. CONTRACTOR SHALL ADEQUATELY BRACE ALL MASONRY WALLS UNTIL FLOOR AND /OR
e TRANSITION
05 BARS ® ib' Q.C. (H) o
ROOF FRAMING HAS BEEN ERECTED COMPLETELY.
`r
LOCATION MIN. COVER (IN.)
A. CAST AGAINST AND PERMANENTLY 3 13. RETAINING WALLS RESTRAINED BY WOOD FLOOR FRAMING AT THE TOP OF WALL (T.O.W)
05 BARS 9 16' O.G. (v)
EXPOSED TO EARTH SHALL NOT BE BACK - FILLED PRIOR TO COMPLETION OF FLOOR DIAPHRAGM
INSTALLATION (SEE STRUCTURAL DETAILS OR DISCUSS W1 ENGINEER FOR RETAINING WALL
B. FORMED 5URFACE5 EXPOSED TO EARTH OR WEATHER: DESIGN- TYPE).
"6 BARS a 16° O.C. (v)
x6 THROUGH "IS BARS 2
%BARS,
2' -m'
5/8 INCH WIRE, AND SMALLER Pie RETAINING WALLS RESTRAINED BY A CONCRETE DECK AT THE T.O.W. MAY BE
BACKFILLED WHEN THE FOLLOWING CONDITIONS ARE MET:
12' CMU WALL
(SOLID GROUT) 05 BARS 0 I6' O.C. (H) z
DRAIN 4 BACKFILL PER
G. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: A. REINFORCED CONCRETE SLAB AT BOTTOM OF WALL HAS BEEN PLACED AND
GEOTECHNICAL ENGINEER'S
X14 AND "I8 BARS 1112 DOWELED INTO WALL FOOTINGS PER STRUCTURAL DETAILS (ALLOW MIN. 3 DAYS
E),2
z RECOMMENDATIONS
FOR SLAB TO CURE), AND
'hl AND SMALLER �i4
B. SHORING AT THE T.O.W. WAS BEEN COMPLETELY ATTACHED TO SUPPC ^T THE WALL
(5LAB5, WALLS, JOISTS); UNDER SOIL LOADING.
` ' 4 4 °
4
DRAIN 4 BACK-ILL PER
GEOTECHNICAL ENGINEER'S
4
4
PRIMARY REINFORCEMENT, STIRRUPS, CANTILEVERED -TYPE RETAINING WALLS ARE EXEMPT FROM THE ABOVE REQUIREMENTS
RECOMMENDATIONS
+5 BARS ® I6' O.G. a °
TIES OR SPIRALS I1/2 PRIOR TO BACKF(LL1NG.
/
Q a =
BEAMS, GIRDERS, COLUMNS)
05 BARS m 8' O.C. v ° 4 3' CLR. TYP.
° 6. °
-- a
1. SLEEVES, PIPES AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR
REINFORCING STEEL
° 4'
15 BARS o I6' O.G.
SPREAD FOOTINGS, GRADE BEAMS, PILE CAPS OR TIE BEAMS UNLESS SHOWN IN
a a Q 05 BARS i6' O.C. @
°
APPROVED BY STRUCTURAL ENGINEER AND SHOWN IN STRUCTURAL DETAILS.
(1) CONT. 5 BAR as
45 BARS g 6, O.G.
8. ALL SLEEVES THROUGH BEAMS, GIRDERS AND FOUNDATION WALLS SHALL BE L DEFORMED BAR REINFORCEMENT SHALL CONFORM TO THE FOLLOWING GRADES OF
ASTI A 615 -94:
e
INSTALLED AND SECURED IN POSITION PRIOR TO PLACING CONCRETE. EXCEPT AS GRADE 40 - *3 AND SMALLER
3' CLR. TYP,
SHOWN ON STRUCTURAL DRAWINGS, SLEEPING SHALL NOT BE PERMITTED UNLE55 GRADE 60 - 04 AND LARGER
APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER
4.
2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH GBC SEC. 1901 d OCHER
a =
"5 BARS 16' O.G.
9. CONDUIT SHALL NOT BE PLACED IN ANY CONCRETE SLAB LE55 THAN 3 -1/2' THICK IF SECTIONS ACCORDING TO APPLICATION.
T -m' 1' -0' 4'
CONDUIT 15 PLACED IN CONCRETE SLAB, ITS OUTSIDE DIAMETER SHALL NOT BE 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL BE AS SHOWN ON SHEET
(i) CONT. 05 BAR a 4
GREATER THAN ONE THIRD OF THE SLAB THICKNESS. 5E) -I, 'CONCRETE LAP SPLICE TABLE', AND NOT LESS THAN 12',
3' -4'
10. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4 INCH (U.N.0) 4. LAPS AT BAR SPLICES IN MASONRY CONSTRUCTION SHALL BE AS SHOWN ON SHEET
5D-1, "MASONRY LAP SPLICE TABLE', AND NOT LE55 THAN 48 db.
11. FRAMING CONTRACTOR TO VERIFY LOCATION OF HOLDOUNS PRIOR t0 POURING OF
CONCRETE FOUNDATIONS. 5. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT THE
TOP AND BOTTOM AND AT INTERMEDIATE LOCATIONS, SPACED NOT GREATER THAN 192
3' -4' I' -0° 4'
BAR DIAMETERS (SEE DETAILS FOR OTHER REQ'TS).
12. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, OR
GROUNDS REQUIRED TO BE CAST IN THE CONCRETE AND FOR EXTENT OF DEPRESSIONS, 6. WALLS, PILASTERS AND COLUMNS SHALL BE DOWELED TO THEIR SUPPORTING
4' -8'
CURBS, AND RAMPS. FOOTINGS WITH REINFORCEMENT OF THE SAME SIZE, GRADE AND SPACING AS THE
VERTICAL REINFORCEMENT IN THE WALLS, PILASTERS, OR COLUMNS (UN.).)
13. ALL VERTICAL SURFACES OF CONCRETE ABOVE FINISHED GRADE SHALL BE FORMED.
1, BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIviNB OF 'BAR
SUPPORT SPECIFICATIONS' AS CONTAINED IN THE LATEST EDITION OF THE 'MANUAL OF
14. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL STANDARD PRACTICE' BY THE CONCRETE REINFORCING STEEL INSTITUTE (CR51).
REQUIREMENTS DUE TO ARCHITECTURAL G.I.P. CONCRETE.
RETAINING WALL DETAIL
2
RETAINING WALL DETAIL
1
8. REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE
P
I5. SLAB ON GRADE 15 NOT DESIGNED AS A STRUCTURAL DIAPHRAGM (UNDI WITH THE GRSI 'MANUAL OF STANDARD PRACTICE', LATEST EDITION.
I6, X ALL FOUNDATION CONSTRUCTION SHALL FOLLOW RECOMMENDATIONS FOUND IN THE 9, ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING
PROJECT SOILS REPORT BY C.W. LAMONTE COMPANY, INC. CONCRETE OR GROUT.
10. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE
-OR- PERMITTED.
El NO SOILS REPORT PROVIDED FOR THIS PROJECT. MINIMUM SOILS DESIGN VALUES 11, CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW
SHALL BE PER CBC TABLE 18062 ASBP = 1,000 psf. BEFORE FABRICATION AND INSTALLATION
P oFESS/ 12. WELDING OF ALL REINFORCING STEEL TO STRUCTURAL STEEL SHALL BE LIMITED TO
`� S THOSE AREAS SPECIFICALLY SHOWN ON THE PLANS. ANY OTHER WELDING SHALL
AS -BUILT
r- BURP F
� RF REQUIRE THE APPROVAL OF THE GOVERNING AGENCY, FIELD INSPECTOR, AND
STRUCTURAL ENGINEER
P 11 FLARE GROOVE WELDS SHALL, IN ADDITION, TO ALL SPECIFICATIONS LISTED ABOVE
COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE 'MANUAL OF STEEL
GATE
CONSTRUCTION' (AISC -360) A5 PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL
qTF
RCEA71651ARDOLINO
OF CA0F CONSTRUCTION, INC.
EXP 12 -31 -15
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
PLANNING BC BUILDING
DESZ Sr
DRAWN BY
CHECKED BY
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING N0.
BMMA A
KK
BMA
3 3 I
7.11-14
CITY OF ENCINITAS
PREP U R THE SUPERVISION OF
REVIEWED BY:
GRADING PLAN FOR.'
1002 CONTROL POINT
1002 PER ROS 18416
NORIZONAL 1"=10'
REVIEWED BY
DATE: �'� -
�•�
MASIH
n
1 TES
SEASCAPE ESTATES
�j
v 92- C
R.C.E. N0. 71651
MAHER
�'WLENN PRUIM
NAVD 88 EL =313.68
VERTICAL N/A
DATE:
BRIAN M. OL EXP. 12 -31 -15
DATE; 3/3�IS
d.
DATE:
PLANNING CASE N0: 13 -155 & 13 -156 CDP A.P.N. #254 - 181 -25 & 26
SHEET 6 OF
NEW SHEET PLSA 2075 10/15/2015
N Flt\ HFTT
FXT.'TTN6 FFNCF TO
v CONSTRUCT
COBBLE DITCH
ANN: 254- 181 -03
1
BRIAN M. ARDOLINO
RCE 71651
EXP 12 -31 -17
:T STEW ! /
TG =270.6 N84 33'006'E 416/.
IE =268.4 /
/ NO
ESTIMATED EARTHWORK QUANT 7m
70 CUBIC YARDS EXCAVATION (CUT)
0 CUBIC YARDS EMBANKMENT (FILL)
70 CUBIC YARDS EXPORT
�r ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR
PERMIT PURPOSES ONLY. (CALCULATED ON A
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
DUE TO SHRINKAGE OR SWELL FACTORS).
REMEDIAL GRADING QUANTITIES = 361 CY
REVISIONS I APPROVED I DATE ( REFERENCES I DATE
CITY OF ENCINITAS
CONTROL POINT
1002 PER ROS 18416
NAVD 88 EL= 313.68
e
O I ► l ER 'S Cm's T1 CAT.G 6'112'X12" PCC 12"
CUTOFF WALL
THEREBY CERTIFY THAT TAM THE RECORD OWNER OF THE
/ ( I PROPERTY SHOWN ON THE ATTACHED TENTATIVE MAP AND
THAT SAID MAP SHOWS THE ENTIRE CONTIGUOUS OWNERSHIP. I
II I UNDERSTAND THAT PROPERTY IS CONSIDERED CONTIGUOUS EVEN
IF IT IS SEPARATED BY ROADS, STREETS, UTILITY EASEMENTS
OR RAILROAD RIGHTS -OF -WAY.
\ I
OWNER: ana
RATED PIPE I \ I
TAIL
KAY COLEMAN & NICE MONTLE
SHEEN (TYP) �\ 2658 DEL MAR HEIGHTS ROAD #262
DESIGNATED BMP'AREA 'A'NDTj I \ i DEL MAR, CA. 92014
TO BE MODIFIED ;WITHOUT
PERMISSION OF 7�iE CIT OF
ENCINITAS. SEE DETAILjTHIS I I \
SHEET (TYP)
FG =257.5 130 $F . E i \
i
DEEP - ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL - DRAINED SOILS OR
CITY APPROVED EQUIV.
2" HARDWOOD MULCH
COVER OR CITY
APPROVED EQUIVALENT
12" NOS BOX INLET I i I I 2% MIN 2% MIN wit �I'g- TDSUBURAIN PIPE
BACK D &ODU E Y 20 %�Ab4 % X
5X5' RIP RP HA
TG =257.3 (JISSIPA{ TOR PER I I I w w4�, �.1 i i✓
1E=�•5 4" DISCHARGE LSD. N0,2 j I I I I x BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
DRAINAGE PIPET "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
PER DETAIL THI�SHEETI I i I SHALL CONTAIN 50 -60% SAND, 20-30% COMPOST OR HHARDWOORD MULCH, AND
/ SWALE TO BE REINFORCED 20 -30% TOPSOIL, FREE OF STONES STUMPS ROOTS, OR SIMILAR OBJECTS
�fl� WITH TURF AT A MINIMUM
:G 258.0 i IE =254.0 �j ) + l i AND ALSO FREE OF NOXIOUS WEEDS.
C� I TYPICAL SWALE DET A
I I li *� 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
I I I\ DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
�, flE� �OpIFICATION Z
TTOS
I{ /FUEL KS SHALL BE PROVIDE TO
li i \ DETAIL LANDSCAPE BMP AREA DETAIL
tHE SATISFACTION OF ENCINITAS FIRE MAMA CALa"Tmv
DEPARTMENT. ONLY FIRE RESISTIVE LANDSCAPING 1 \ I EAR BERN LOT 3
SHALL BE PLANTED WITHIN THIS AREA GROSS LOT AREA = 70,338 Sc'
F I I DASHED LINE
L REPRESENTS TOTAL AREA EXEMPT
EXISTM GRADE FROM MAWA CALCULATION = 70,0% SF
I I
TOTAL LANDSCAPE AREA 42.9xO.62x22 = 6,703 ETD
t v I LAN=4FE B:FM cv BJF N07ER
LIMITS OF (OPEN SPADE \ \ \ \ �I ICAL BERM DET B 1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS INTO STORMWATER BW AREAS.
PER',DOC. 2008- 00297P9 \ \ \ 2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE IRRRIGATION EFFICIENCY NECESSARY TO MEET MAWA
\ \ REC.`2008 JAN 22 \ \ \ I ` T TO SCALE 3. ALL IRRIGATION SHALL BE GULPED INTO HYDROZONES AND DESIGNED TO DELIVER WATER TO HYDROZOES
\ \ \ \ \ \ I L �� BIASED ON MOISTURE REQUIREMENTS
\ \ \ \ \ 4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SH96M SHUTOFF AND SOIL MOISTURE
SENSING DEVICES
5. PLANTS W-ERE POSSIBLE, WILL BE ROOT WATERED VIA SOAKER HOSES OR XERISCAPEE
FE 6. allWT TOLERRANT PLANTS AND LOW WATER USE PLANTS ARE TO BE USED THRO 41OUT THE LANDSCAPE
\ \ \ \ 7. HIGH WATER USE PLANTS WILL BE LIMITED MAX \
CM
EXISTING 5' X5\ \ 17.5' EXIST. I -� BIBL AREAS ARE TO BE HELD TO AN ABSOLUTE MINI". LOWER WATER USE TUFF SHALL BE USED WHEN
\ \ DWG -� PER \ VEHICLE EASEMENT 9. A MAIMENANAACE SCHEDULE SWILL BE PROVIDED INCL(OM.-
TO REMAIN \ � EXISTING 6" A. IRRIGATION WATERING, RUMffF, EROSION OR IRRIGATION SYSTEM FAILIR \CURB AMD GUTTER B. MINIMIZING OVERSPRAYIAC ONTO WIROSCAPE AREAS
X5' RIP RAP EN�R�Y \ C. HPLACEt�NT DE DEAD, DYING OR DISEADED VEGETATION
55 DISSIPATOR PER �\ 2 D. ERADICATION DE INVASIVE SPECIES
SIN \ SDABD D -40 AD.2 \ \ s .�.., ,, E. REPAIR IRRIGATION SYSTEM & C04DOAENTS
F. REPLENISHING MRCH
BACKING I CUTOFF WALL \ £� ✓ +Odd �1rVC�4S G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTADV HEALTHY PLANT GROWTH.
PER DETAIL THIS SHEET
H. FERTI -17INQ PRIANING WEEDING AND MAINTAINING HEALTHY PLANT GROWTH
'4" DISCHARGE' i \ ) I. MAINTAIN TO AVOID DESTRUCTION OF MOTORISTS VIEWS.
DRAINAGE Pf* \ J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE
\ / \ TYPICAL SECTION PRIVATE ROAD 10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES
i \ 1 11. MULCH WILL HIE USED ON SLOPES LESS THAN 31 TO A DEPTH DE 3" TO MINIMIZE EVAPOTRAASP TION.
!LL BE AND CLEARED SCALE.' 1 " =5
ROACW+ENT INTO SLOPES i '6BSCURED \ �� 12. SOIL AMENDMENTS WILL BE USED TO GATE AND MAINTAIN A HEALTHY GRDWIHiC MEDIUM FOR ALL PLANT
MATERIAL. SOIL TESTM WILL BE UTILIZED TO IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT
i RECOOENDATIOVS.
13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXISCM APPLIED WATER ALLOWANCE (MAWA).
F - 1112" �r�NO.�S BOX INLET \ \
!• m �I � TGY.K.B
OUT �, Ln IE= 249.5` AV
PVC DR
4G. 692 -G i FG =253.0 I 1 \
5 X�,' RIP RAP ENERGY
DISSZPATOR PER PERFORATED PIPE} SE DETAIL
Q
BAIXTOFF qR
WAS ' \ A THIS SHEET (TYf�i
PER TAIL THIS SKEET jF 3..0 \ Y
! \
DESIGNATED BMP AFHHFA B' NOT
TO BE MODIFIED WITHOUT
PERMISSION OFITHE CITY OF /
/ ENCINITAS. SEE DETAIL THIS
SHEET (TYPy �
! T FG =252.5 ! 130 SF /
r"
. > l
j 6 ORETENTION CBASIN
/Palrrts / ✓ / I � /
/
ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIFE
SPRINKLER SYSTEM.
ALL' ROADWAYS SHALL I BE A MINIM%! OF 16' IN WIDIIH DURING
CONSTRUCTION AND MAINTAINED=REE AND CLEAR, INCLUDING
THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA
FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT.
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS
TO THE PRODECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL
BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT.'
1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND
APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT
OR AGENCY.
2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE
IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE
FOR EMERGENCY VEHICLES.
3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED,
IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT
AND WATER DISTRICT.
SCALE I PLANNING & BUILDING
REVIEWED BY:
HORIZONAL 1"=101 _
VERTICAL
DAT
GRAPHIC SCALE 1"=io,
• 10 20 30
:I M I ' 1' • • p IMC-181cowcy :1
M
DATE.'
SIGNATURE EXPIRES 2 YEARS AFTER DATE
-��- APPROVALS
PLA REP UNDER THE SUPERVISION OF REVIEWED BY:
DATE: -
MASIH MAHER
- -- R.C.E. NO. _ 71651
BRIAN M. ARDO NO EXP. 12-31-17
DATE:
BMP SIZING TABLE BASIN A'
#AREA CTOR AREA*FACT
IUS AREA 0.9 2,766 SF
i AREA 0.3 897 SF
TOTAL 5663 SF
ACTOR MIN BMP PROP. BN
0.03 1 110 SF 1 130 SF
BMP SIZING TABLE BASIN S'
TYPE AREA FACTOR AREAA<FACTOR
IMPERVIOUS AREA 3,008 SF 0.9 2,707 SF
PERVIOUS AREA 5,183 SF 0.3 1,555 SF FACTOR MIN BHP PROP. BME
TOTAL 4,262 SF 0.03 1128 SF 1 130 SF
24' DEDICATION TO
an rTTV rK FAlrTAJTTAC
`*= 'INSTALL 6" PCC
CURB PER G -1
INSTALL PERVIOUS PAVERS
TO REMAIN 6" CLASS II AB TO P>EMIAIN AGUABRIC BY ORCO OR CITY
EXISTING AC SIDEWALK EXISTING ZERO HEIGHT CIARB APPROVED EQUIVALENT
TO fEMAIN 6 xis~ PCC TO REMAIN
TYPICAL SECTION RAINBOW RIDGE LANE
SCALE: 1 " =10'
r++ a ..• + t• +
4" - 318" GRAVEL
PERVIOUS PAVER SECTION
SCALE: 1 " =2'
0
Cp- GLENN PRUIM
D
DATE u.LZLI/1b
00
PROPERTY LINE
LINE OF '
EXISTING
RADE
2'
COBBLE DITCH
SECTION D-D COBBLE DITCH
SCALE 1 " -5'
CYTY OF ENCINITAS ENGENEERINC
GRADING PLAN FOR. -
SEASCAPE ESTATES
PLANNING CASE NO. 15 -145 CDP
NEW SHEET
24" ENGINEERED SOIL
NOTE BELOW
BUILDING FOOTPRINT
00 0 0 00,2 OF 3/8 " GRAVEL
12" OF3/4" GRAVEL
SEE NOTE BELOW
000000
12" NOS BOX INLET I i I I 2% MIN 2% MIN wit �I'g- TDSUBURAIN PIPE
BACK D &ODU E Y 20 %�Ab4 % X
5X5' RIP RP HA
TG =257.3 (JISSIPA{ TOR PER I I I w w4�, �.1 i i✓
1E=�•5 4" DISCHARGE LSD. N0,2 j I I I I x BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
DRAINAGE PIPET "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
PER DETAIL THI�SHEETI I i I SHALL CONTAIN 50 -60% SAND, 20-30% COMPOST OR HHARDWOORD MULCH, AND
/ SWALE TO BE REINFORCED 20 -30% TOPSOIL, FREE OF STONES STUMPS ROOTS, OR SIMILAR OBJECTS
�fl� WITH TURF AT A MINIMUM
:G 258.0 i IE =254.0 �j ) + l i AND ALSO FREE OF NOXIOUS WEEDS.
C� I TYPICAL SWALE DET A
I I li *� 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
I I I\ DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
�, flE� �OpIFICATION Z
TTOS
I{ /FUEL KS SHALL BE PROVIDE TO
li i \ DETAIL LANDSCAPE BMP AREA DETAIL
tHE SATISFACTION OF ENCINITAS FIRE MAMA CALa"Tmv
DEPARTMENT. ONLY FIRE RESISTIVE LANDSCAPING 1 \ I EAR BERN LOT 3
SHALL BE PLANTED WITHIN THIS AREA GROSS LOT AREA = 70,338 Sc'
F I I DASHED LINE
L REPRESENTS TOTAL AREA EXEMPT
EXISTM GRADE FROM MAWA CALCULATION = 70,0% SF
I I
TOTAL LANDSCAPE AREA 42.9xO.62x22 = 6,703 ETD
t v I LAN=4FE B:FM cv BJF N07ER
LIMITS OF (OPEN SPADE \ \ \ \ �I ICAL BERM DET B 1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS INTO STORMWATER BW AREAS.
PER',DOC. 2008- 00297P9 \ \ \ 2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE IRRRIGATION EFFICIENCY NECESSARY TO MEET MAWA
\ \ REC.`2008 JAN 22 \ \ \ I ` T TO SCALE 3. ALL IRRIGATION SHALL BE GULPED INTO HYDROZONES AND DESIGNED TO DELIVER WATER TO HYDROZOES
\ \ \ \ \ \ I L �� BIASED ON MOISTURE REQUIREMENTS
\ \ \ \ \ 4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SH96M SHUTOFF AND SOIL MOISTURE
SENSING DEVICES
5. PLANTS W-ERE POSSIBLE, WILL BE ROOT WATERED VIA SOAKER HOSES OR XERISCAPEE
FE 6. allWT TOLERRANT PLANTS AND LOW WATER USE PLANTS ARE TO BE USED THRO 41OUT THE LANDSCAPE
\ \ \ \ 7. HIGH WATER USE PLANTS WILL BE LIMITED MAX \
CM
EXISTING 5' X5\ \ 17.5' EXIST. I -� BIBL AREAS ARE TO BE HELD TO AN ABSOLUTE MINI". LOWER WATER USE TUFF SHALL BE USED WHEN
\ \ DWG -� PER \ VEHICLE EASEMENT 9. A MAIMENANAACE SCHEDULE SWILL BE PROVIDED INCL(OM.-
TO REMAIN \ � EXISTING 6" A. IRRIGATION WATERING, RUMffF, EROSION OR IRRIGATION SYSTEM FAILIR \CURB AMD GUTTER B. MINIMIZING OVERSPRAYIAC ONTO WIROSCAPE AREAS
X5' RIP RAP EN�R�Y \ C. HPLACEt�NT DE DEAD, DYING OR DISEADED VEGETATION
55 DISSIPATOR PER �\ 2 D. ERADICATION DE INVASIVE SPECIES
SIN \ SDABD D -40 AD.2 \ \ s .�.., ,, E. REPAIR IRRIGATION SYSTEM & C04DOAENTS
F. REPLENISHING MRCH
BACKING I CUTOFF WALL \ £� ✓ +Odd �1rVC�4S G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTADV HEALTHY PLANT GROWTH.
PER DETAIL THIS SHEET
H. FERTI -17INQ PRIANING WEEDING AND MAINTAINING HEALTHY PLANT GROWTH
'4" DISCHARGE' i \ ) I. MAINTAIN TO AVOID DESTRUCTION OF MOTORISTS VIEWS.
DRAINAGE Pf* \ J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE
\ / \ TYPICAL SECTION PRIVATE ROAD 10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES
i \ 1 11. MULCH WILL HIE USED ON SLOPES LESS THAN 31 TO A DEPTH DE 3" TO MINIMIZE EVAPOTRAASP TION.
!LL BE AND CLEARED SCALE.' 1 " =5
ROACW+ENT INTO SLOPES i '6BSCURED \ �� 12. SOIL AMENDMENTS WILL BE USED TO GATE AND MAINTAIN A HEALTHY GRDWIHiC MEDIUM FOR ALL PLANT
MATERIAL. SOIL TESTM WILL BE UTILIZED TO IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT
i RECOOENDATIOVS.
13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXISCM APPLIED WATER ALLOWANCE (MAWA).
F - 1112" �r�NO.�S BOX INLET \ \
!• m �I � TGY.K.B
OUT �, Ln IE= 249.5` AV
PVC DR
4G. 692 -G i FG =253.0 I 1 \
5 X�,' RIP RAP ENERGY
DISSZPATOR PER PERFORATED PIPE} SE DETAIL
Q
BAIXTOFF qR
WAS ' \ A THIS SHEET (TYf�i
PER TAIL THIS SKEET jF 3..0 \ Y
! \
DESIGNATED BMP AFHHFA B' NOT
TO BE MODIFIED WITHOUT
PERMISSION OFITHE CITY OF /
/ ENCINITAS. SEE DETAIL THIS
SHEET (TYPy �
! T FG =252.5 ! 130 SF /
r"
. > l
j 6 ORETENTION CBASIN
/Palrrts / ✓ / I � /
/
ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIFE
SPRINKLER SYSTEM.
ALL' ROADWAYS SHALL I BE A MINIM%! OF 16' IN WIDIIH DURING
CONSTRUCTION AND MAINTAINED=REE AND CLEAR, INCLUDING
THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA
FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT.
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS
TO THE PRODECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL
BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT.'
1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND
APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT
OR AGENCY.
2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE
IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE
FOR EMERGENCY VEHICLES.
3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED,
IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT
AND WATER DISTRICT.
SCALE I PLANNING & BUILDING
REVIEWED BY:
HORIZONAL 1"=101 _
VERTICAL
DAT
GRAPHIC SCALE 1"=io,
• 10 20 30
:I M I ' 1' • • p IMC-181cowcy :1
M
DATE.'
SIGNATURE EXPIRES 2 YEARS AFTER DATE
-��- APPROVALS
PLA REP UNDER THE SUPERVISION OF REVIEWED BY:
DATE: -
MASIH MAHER
- -- R.C.E. NO. _ 71651
BRIAN M. ARDO NO EXP. 12-31-17
DATE:
BMP SIZING TABLE BASIN A'
#AREA CTOR AREA*FACT
IUS AREA 0.9 2,766 SF
i AREA 0.3 897 SF
TOTAL 5663 SF
ACTOR MIN BMP PROP. BN
0.03 1 110 SF 1 130 SF
BMP SIZING TABLE BASIN S'
TYPE AREA FACTOR AREAA<FACTOR
IMPERVIOUS AREA 3,008 SF 0.9 2,707 SF
PERVIOUS AREA 5,183 SF 0.3 1,555 SF FACTOR MIN BHP PROP. BME
TOTAL 4,262 SF 0.03 1128 SF 1 130 SF
24' DEDICATION TO
an rTTV rK FAlrTAJTTAC
`*= 'INSTALL 6" PCC
CURB PER G -1
INSTALL PERVIOUS PAVERS
TO REMAIN 6" CLASS II AB TO P>EMIAIN AGUABRIC BY ORCO OR CITY
EXISTING AC SIDEWALK EXISTING ZERO HEIGHT CIARB APPROVED EQUIVALENT
TO fEMAIN 6 xis~ PCC TO REMAIN
TYPICAL SECTION RAINBOW RIDGE LANE
SCALE: 1 " =10'
r++ a ..• + t• +
4" - 318" GRAVEL
PERVIOUS PAVER SECTION
SCALE: 1 " =2'
0
Cp- GLENN PRUIM
D
DATE u.LZLI/1b
00
PROPERTY LINE
LINE OF '
EXISTING
RADE
2'
COBBLE DITCH
SECTION D-D COBBLE DITCH
SCALE 1 " -5'
CYTY OF ENCINITAS ENGENEERINC
GRADING PLAN FOR. -
SEASCAPE ESTATES
PLANNING CASE NO. 15 -145 CDP
NEW SHEET
A.P.N. #254 - 181 -27
692 -G
SHEET 7 OF 7
PLSA 2075 7121/26
AEW D07 RVi W SU: FACES
BUILDING FOOTPRINT
5.572 SF
COVERED PATTn
1509 SF
BMF STATUS
PRIORITY
HMP FAY PT
SWMA EC
DOC#
DEPARTM N.7
I DRAWWG NO.
A.P.N. #254 - 181 -27
692 -G
SHEET 7 OF 7
PLSA 2075 7121/26