2016-12749-SG (Plans)RKMFCFWAYNOTE
AIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
WORKING IN THE PUBLIC RIGHT OF WAY, FAILURE TO DO SO WILL RESULT IN
TOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
WHERE HIS/HER PROPERTY LINE IS.
ORAINAGENOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED
TO AN APPROVED DRAINAGE FACILITY,
UTILFFYNDTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
2. THE SOILS REPORT TIRED 'GE07ECHNICAL COMPACTION REPORT UPDATE' PREPARED BY VINE &
MIDDLETON ENGINEERING ING. DATED MAY 2y, 2018, PROVECT/76-158F SHALL BE CONSIDERED AS
A PART OF THIS GRADING PLAN. ALL GRAGING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT,
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WIMEN PUBLIC RIGHT-OF-WAY
OR EASEMENTS SHALL BE REWIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE-ESTABUSHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH
Q3SHTANDARDS LAWS AND REGULATIONS.
8. GRADING AND HUMAN
� N OCCUPANCY
CUPAN Y SALL NOT
UIPMENT YS ANDSCONDUCTED BETWEEN
EN THE
��A71NG WITHIN ONE-HALF2�S MILE
OF 5.30 PMSAND T770 AOUM.
S.
9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR CIVIL ENGINEER SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING WALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL ANDIDR FINAL RELEASE OF SECURITY AN -AS GRADED CERTIFICANOM SHALL
BE PROVIDED STATING: THE GRADING UNDER PERMIT
NO. 12749-SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
GRADING PUN OR AS SHOWN ON THE ATTACHED AS -GRADED PUN'. THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
PLLAA�C�EAD, WA TTER ANDOOMPACPTR THHETFILLTIN STRICT ACCORD CONTRACTOR'S
WITH SPECIFICASTIONS TO
1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT REINETTE SANDBERG
AT ( 858 ) 756 - 2526 . 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL STOCKPILED ON SITE ON OCTOBER 1 AT CON15. TENALL NECESSARY MATERIALS SHALL BE
T LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT
3. DEVICES SHOWN ON PUNS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
AT THE CONCLUSION OF EACH WORK DAY,
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WIEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40b). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
DESCRIPTION
STORMWATER POLLUTION CONTROL POST CONSTRUCTION SMPSMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR
TO COLLECTION AND DISCHARGE ONTO ME STREET AND/OR INTO THE PUBLIC STORM GRAIN
SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT
BE MODIFIED WITHOUT A PERMIT FROM THE CITY,
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES
AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY
AND/OR THE TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HRDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE GRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT
TO AN ADEQUATE IMP/BMP.
6. ALL STORMWATER IMPAMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY,
Z THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REWIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
OLIVENHAIN MUNICIPAL WATER MMMT NOTES
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND
MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OUVENHAIN MUNICIPAL WATER
DISTRICT (DISTRIC77 STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER
MAINS AND FACILITIES INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL
DATE ON THESE PLANS CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON
THE JOB SITE AT ALL TIMES
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REWIRED
BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE -CONSTRUCTION
MEETING WITH THE DISTRICT'S INSPECTOR.
J. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME
AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE
DISTRICT DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING
TEMPORARY SERVICES PRIOR TO SHUTDOWNS NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY
OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL BHA. A COPY OF
EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT
PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR
SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 4B HOURS PRIOR TO THE BEGINNING OF
WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT
PHONE 800-227-2600)
B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS
LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY
CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE
APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES
INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY.
10, WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TO` OF PIPE
PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET,
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS
WITH 4' MAXIMUM DEFLEC71ON PER COUPLING (2• PER JOINT). NO BENDING (CURVING) OF PIPE
SHALL BE PERMITTED.
1Z MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL
LOW POINTS IN THE WATER MAIN PROFILE PUCE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN
METER BOX AND,, LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS
REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF
WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS
REPRESENTATIVE.
13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT METER TO BE LOCATED 5-FEET
FROM A SIDE LOT LINE. A 3 4-INCH HIGH LETTER 'W STALL BE CHISELED IN TOP OF EXISTING
CURB OR IMPRINTED IN NE CURB AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE
DISTRICTS PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR
INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKROW PREVENTION DEVICE ON CUSTOMER'S
SIDE OF WATER METER.
16. CONTRACTOR SHALL RE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO
INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
IT LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE
WHENEVER POSSIBLE.
IB1, FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE
DISTRICTS STANDARD SPECIFICATIONS ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE
DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20 THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN
THE OMWD STANDARD SPECIFICATIONS THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED
WORKING PRESSURE FOR TESTING ALL PIPE. VALVES (CLOSED) AND APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041
OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM
FACILITIES BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN
THAT SPECIFICATION.
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK.
THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF
PIPES AND APPURTENANCES.
WITH RECYCLED WATER UNLESS PREVIOUSLY
25 ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWO
STANDARD SPECIFICATIONS.
DATE I BENCHMARK
SLAB FOR FIRE HYDRANT
LOCATION: 800' NORTH OF SUMANN
RDRECORD FROM: CITY OF ENCI CONTROL
POINT NO, 1018
ELEVATION: 309.922'
DATUM: NAYLT8S
SCALE
HORIZONTAL: 1' = 20•
VERTICAL bVA
H
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE,
SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM
OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
INGRESS TO PREVENT 7RACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS J'
CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM GRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL
MAJOR REPAIRS SHALL BE MADE OFF-S/lE.
LM05TUN LONMUL MATS ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES
REMOVE EXISTING VEGETATION ONLY WIZEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO
NOT REMOVE TREES OR SHRUBS UNNECESSARILY,; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES
ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED
TRAINING
CONTRACTORS' EMPLOYEES WINO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BUR NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUREMENTS AND THEIR OWN RESPONSIBILITIES
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS
BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
HAZARDOUS WASTE H07UNE TOLL FREE AT (800) 714-1195 FOR INFORMATION ON LANDFILLS AND
TO ORDER DUMPSTERS CALL EDCO AT (780) 436-4757.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY
FROM STORMORAIN INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET. GUTTER, AND STORMDRAIN.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633-2770
NOTIFICATIONS
A SEWERS - CSO - (760)-633-2T70
B. GAS & ELECTRIC - BODE - /760T-438-6200
C. WATER - OUVENHAIN MUNICI AL WATER DISTRICT-1-760-753-1578
0. TELEPHONE - SBC BELL - (760)-489-3411
E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY
WORK ON THIS PROJECT, PHONE: (760)-633-2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION, PHONE
760 833-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
E C77ON AND REMOVAL
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUC QSOFT E�
IMPERVIOUS AREA AFTER C 0 . *ffff_SDFT yJT�
INCREASE IN IMPERVIOUS AREA: SOFT 1.17Z SF
IMPERVIOUS AREA REPLACED:
TOTAL AREA OF LAND DISTURBANCE=
OWNER
CIURTIS B. & REMETTE SANDBERG
130 S. CEDROS AVE `220
SOLANA BEACH, CA 92075
(858) 756-2526
SITEADDRESS
3174 WILDFLOWER SUMMIT
ENCINITAS CA 92024
264-270-18-00
LEGAL DESCRIPTION
LOTS OF CITY OF ENCINITAS TRACT NO. 00-186,
IN THE CITY OF ENCWITAS, COUNT OF SAN DEGQ
STATE OF CAUFORNIA, ACCORDING TO MAP
THEREOF NO.. 14928. FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY,
DECEMBER 16, 2004 AND AMENDED BY CERTIFICATE
OF CORRECTION RECORDED DECEMBER 19, 2006 AS
FILE NO. 2006-0898779 OFFICIAL RECORDS
OWNERS CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
SICNATURE� DATE: �uLs l,9 - ZOl6
CuWTIS I <SA ISGRG
I A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
UNNES IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF THE $OIL CONDITIONS PREVALENT WMIN THIS SITE WAS MADE Y ME Q!{ UNDER MY
DIRECTION ON Ajw �L: 2DaH AND FOR AN UPDATE ON ��C7L_• ME
COMPLETE COPY OF THE OILS REPORT COMPILED FROM THIS STUDY, TH M RECOMMENDA TION5,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED
THESE GRADING PPLANS AND CERTIFY 11NNAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS' PROJEQT WIVE BEEN INCOiCGRATED IN THE GRADING PLANS AND SPECIFICATIONS.
EXP. DATE:
JOB fi OH-/Lo.p
COMPANY VINE & MIDDLETON ENGINEERING, INC.
ADDRESS 2450 AUTO PARK WAY, ESCONDIDO CA 92029
PHONE 760 743 1214
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE W
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENGNITAS TO THE
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CI'.'Y OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
CITY OF ENCINITAS AND ITS OMCERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE
ENGINEER AND HIS ER AGQJTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND E ENf A1YD ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: "� `�./ DATE'=1=/-Ir-(W�Ex'�
'OF ESS/(L,.
BRIAN M. ARDOUNO AEL <RCE No, 71651 RCE EXPIRES CIATESf]535 N. LARET SITTER &ASSOCIATES NaT1651535 N. COAST HIGHWAY f01�. 12/31/17
SOLANA BEACH CA, 92074
DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : I V
MAXIMUM VERTICAL DEPTH OF CUT = 2.5 FT
MAXIMUM VERTICAL DEPTH OF FILL = NEC
CUT = 50 C.Y. FILL = 200 C.Y.
IMPORT = 150 QY,
REMEDIAL GRADING= 520 Cy
• ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY
SITE CONDITIONS. CONTRACTOR SHALL CONFIRM 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
ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS.
SM/ moirC/ swus
STANDARD
FIELD OPS PLANNING AND BUILDING PARKS
/AND RECREATION OLNENHAIN MUNICIPAL WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
e t7•ll. 4 8is c 17,1& 1/ 121,5116
o
DATE SI DF SIGN DATE SIN DAZE DALE
AWN BY. 1 CHEQF'pENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
DATE: A 141/L
R.C.E. NO.: 71651
EXP.: 12-31-17
3174 WILDFLOWER SUMMIT 12749-SG
CURTIS B. & REINETTE SANDBERG
APN: 264-270-18-00
1{
LDEV-012322-2016
r- I r r-nr -„- 1 •r I''Y ii 11 , rl !.�1 �ir r o r•a•
• I • a• a1 I •'� h' I I
I I I 'I I I' r• I' I p v ,, ••,,
- � Y• 11 I 1 "i / f
-— — •. •. I I� F 1 � a r '
NO
• r • I , ,,. ,..� �•1�^•■r.'�l :I'il' '• i&TW
I �_ i r _I����`,/VII\._�F}l�Y7)F `�"'+,'�°ePt_�i"Sw'""• a•"�" yp� pp .ice.1W i
9�F
; MAP
:
I'rl'. -',IJ� �����1►�!!•� r� - � F d�rbwl 1:... IT � �� , I a , , I I
�� alb?,l. 1 �➢ ,ugn �lr \7��+
♦ • r - 13MFA � No �■ ar •v' I Ir �� jl °�� � / I I I i n I r. I I n I ♦' � I
_� , , - . • 1: ' \�{/'- IIII�J� F LI '� V :• ` , 1 I I I I I I i ,•
61
RNA
I 11- ■YI/.\l�\�►�Yi��: lill�� I ••_• • I. i. d�'k> �L1F .• • n: 11r .Ilk. IN limp
POt
I 1
` , f
`rr L
\ I
� ��� "r is 1 . �,� ♦ I j �
�1�I-�y �`'_"[� 1 �i+i►�• � — ♦�)'+r'A;� _/,,„�i,i � �/ / O�� I ,r1 . , ,l, r11. I � ,.
(� 1` ■ '�1]iI� ^ i ♦ ♦ � �1L� ���'' � �F r1/ Y- I I •r I Y h•a. v' ..I.
! ; / .• \' T (/.t\,/■■YT.II IL'-i\I■I ■I \�II�C. �iil 4 •' • - F� I a I .. ,. , ,. ..,. ,. ..,, ,
��_ ■` c� i Irib} 1LL!'d�R •r,rw l•N. , r I' I r
I' / Y � _ �� , . I���K-�1 � "`C ra � f -i - � � I ..f I. .r •r I.
LIM
n• / ,1 I
I � �_ LX�'.�•1`. I ■ ! r\ ■ � r.� ��1 �I■i_r4i !C ■Yiy �'•�.IJ �� �Y� .',.
IL
imp x•,I I
I a a 1 1
11 11 II�IGIcp�l Y II�IIPII 1 -------------
a.NIL
• rr r �r
• I
r r::
I.1 I r I rl rY:
• a 11>311 Jf
/ I rr .rdf J�ILn R�'Illl ll�� • • - � • .II_ -. II: -'ll �i
1 IfKJ[��II
�.
I I !..
ILL�`�'�r°� �ii�u"i'��I � n nay •
• , k �1n71�d,�'0,1 r e rn 1.
O
.,. II ■ a.
n=ii ■ nau n n 1[, �.����- i.���!�ci�Y i!=`�� . ' , r , " . I Y,
1 II H■--- -11�H Ih 11 r'Iam rl , :'I r'
II Ily - I1?:II H II 4-
u n=■ -------- non— I• , -h I-. I ,.
,.. I .IIRILR■ - I 1 fal-np1/
■
I if 71■ � f I�
11= II II fi II 1111. II
cll.
RrR3R'� �Idll 1 Ril / • I
k ridn�.�.n�.�Unala
I IRG
DATUM: NAVD88 DATE DATE
r I
y! M
q •I I
...,.I v
'i��"NI�I:
An
SILT FENCE PER
DETAIL THIS SHEET
1. SET POSTS AND EXCAVATE A 2 STAPLE EXTRA STRENGTH SILT FENCE ,.
BY 10 CM) FENCING
TRENCH UPSLOPEFROM I EXTRA STRENGTHPOSTS
ALONGOF POSTS To BE SPACED CLOSER THAN STANDARD
PRE -MANUFACTURED SILT FENCE
ROD
II•.I • �uoo. n
ATTACHr FABRIC TO POSTS
THE EXTEND I SOL
..,
FlLiIR FABRIC I
WIRESIF INSTALLED)
SILT FENCE DETAIL
NOT TO SCALE
No. 71651
Ev. 12/31/17
EROSION CONTROL PLAN
SCALE: 1'-20'
GRAVEL BAGS OVERLAP
ONTO CURB
TWO LAYERS
F'
Aa OVERLAPPEDWITH ENDS BAGS
.
RUNOFF
CAP BETWEEN BAGS
ACTS AS SPILLWAY
INLET PROTECTION
NOT TO SCALE
TWO LAYERS OF GRAWEL BAGS
W IH ENDS OVERLAPPED
CPAVEL R40DE7AL
NOT TO SCALE
20
10
0
20
40
60
GRAPHIC
SCALE
IN
FEET
UNLESS OTHERWISE
BY A SOILS ENGINEER
SECRON A -A
NOTE
CONTRACTOR TO AMBOY CONSRUCRO N
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BASER AND I DITCH
00IV3TRUCTION ENTRANCE DETAL
NOT TO SCALE
HYDROSEED NOTES
1. HTDROSEEOING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA
A THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF ME MATM AS
APPROVED BY THE CITY ENGINEER.
2. IRRIGATION 914U. MAINTAIN Tiff MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
FOR THE GROWTH OF THE HYDROS®LD GROWTH.
93 .N, a,.],I. .. I r
A 5® MIX SHALL CONSIST OF NO LESS TWW,
1. 20 LOS PER ACRE OF ROSE aOWR
2. 20 UtS PER ACRE OF ZORRO FESCUE
3. 3 LOS PER ACRE OF E SCHOOL CM CAUFORM'CA
4. 4 LBS PER ACRE OF ACHIUM Muffw
5. 3 LOS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, GE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREETOR RESIDENTIAL STRUCTURES.
& REM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
114CIERl4 AND APPLIED DRY OTHER BY DRIVING OR BROADCASTING BEDRE
HIROSEEDING.
9. AL RED MATERIALS SHALL BE TRANSPORTED TO THE JOBS'IIE MT UNOPENED
CONTAINERS WITH THE CALIFORN14 DEPARTMENT OF FOOD AND AGRICULTURE
CERIIFlCATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON-PHYTO-TOXIC WETTING AGENTS KAY BE ADDED TO THE HIDROSEEO
SLURRY AT IHE DISCRETION OF THE CONY ACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 1,OOD LBS PER ACRE
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
APPLIED FIBER MATERIAL. WHEN STRAW 6 USED IT MUST BE ANCHORED TO ME
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN SDX OF THE STRAW INTO THE
Son.
C FERTILIZER CONSISTING OF AMMONIUM PHOSPWA7E SULFATE 16-20-0. W' M 15X
SULFUR APPLIED AT IRE RATE OF 500 LOS PER ACRE
4. AREAS TO BE HNROSEEDED SHALL BE PREPARED PRIOR TO MDROREDING BY
A ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A CONSWATION OF.,
1. TRACT: WALKING SLOPES STEEPER THAN 6:1.
2. RIPPMVC AREAS THAT WILL NOT BREAK UP USING REM 1 ABOVE
B. CONDITIONING THE SOILS SO THAT B 6 SUITABLE FOR PLWTING BY
1. ADTUSIING THE SURFACE SOY MOISTURE U PROVIDE A DAMP BUT NOT
SAURATED SEED BED.
2 Tiff ADDITION OF SOIL AMENDMENTS, PH ADTUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE K49LE CONDITIONS FOR GROWTH.
5. HIDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROTECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROREDMIC IS THE
PERMWINT LANDSCAPING UNTIL THE PROJECT IS COMPUTED AND ALL SECURITY
RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERT/.
IF ANY Wf RBANCE TO AOACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADMCEVT PROPERTY OWNER
MUST BE OBTAINED AND SUBMRIM TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERLY TIME WAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SU&IRIEO TO THE CITY 6 GROUNDS FBI? A STOP -WORK TO
BE ISSUED FOR THE PROTECT UNIX THE REQUIRED PERMS" 6 OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (EG BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WIRE APPLICABLE TO PREVENT SOIL EROSION ON
SITE. SEDIMENT CONTROL MEASURES (EG. SILT FENCING, FIBER ROLLS GRAVEL BAGS)
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
W11N AMIERNLS THAT MAY CONTRIBUTE TO WATER OWLITY DEGRADATION DONIIS7ROW
(EG CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
NALIROOUS MIUD LS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
1. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DOA) SHALL BE ALLOWED OCA MEWS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND SIRELT.
3 ALL PARCELS ARE SUILIECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FLAW
SINGLE -FATLY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVMA& AT CITY
HALL ISO S VULCAN AVE ENCMTAG CA 92024) AND ARE APPROVED AS PER PC RES.
2006-27.
LANDSCAPE EFFICIENCY BMP NOTES.
1. ROUTINE INSPECTION U GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPACEMENF OF DEAD DYING AND DISEASED VE EMBON
3 E16WATM OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REMRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEATHY
PLANT GROWTH
7 FERTILIZING PRUNING AND WEEDING AND MAINTAINING TURF AREAS
& MAINTENANCE TO AVOID OBSIRUCTWNN OF MOTORISTS WEWWS
9. OWNER MIL BE RESPONSIBLE FOR MNNTDMNCE
10. USE OF A 77MMVC DEVISE U RUN ALL IRRIGATION (W/BATIERY EACKUP)
11. UAWFM THE SYSTEM CONS67EK WITH MAN (MAX APPLIED WATER
ALLOWANCE)
11. REPLACEMENT OF VEGETATION TD BE CONSISTENT WITH RATS 7RYDROZOVE'
13. MAINTAIN THE IRRGr1TNON SYSTEM U NOT IXCEED MAN (WW APPLIED WATER
ALLOWANCE)
I CHA4GE NO.I DESCRIPTION I APPROVED I DATE I BENCHMARK I SCALE I -AS-BUILT I- UImolRGp JT 1 Utl r% UT ' UHt' bL ' ENGINEERING DIVISION APPROVALS _ I CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT I DRAWING NO.
DESCRIPTION: 2.5E BRASS DISC IN CONCRETE
SLAB FOR FIRE HYDRANT ENC-1010
LOCATION: 909 N. OF THE END OF RUMANN ROAD
RECORD FROM: ROE; 10A10
ELEVATION: 309.92T
DATUM: NAVD88
HORIZONTAL: T' = 29
VERTICAL: WA
DATE
BRIAN
11QU]q:l
UPERVISION OF
RECOMMENDED:
DATE: 8•19416
M. ^^ _I _
rm
R.C.E. NO.'.7161ii
MASIH MAHER
EXR:12211+2 Zal� 3k-1Z
3174 WILDFLOWER SUMMIT
CURTIS B. & REINETTE SANDBERG
APN:264-270-18-00
12749-SG
LDEV-012322-2016