2017-13340 G (Plans) (2)RIGHT OF WAY NOTE EROSION CONTROL NOTIFICATIONS
WORK TO BE DONE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM LITTRELL AT (858)776 -0519, 24 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT HOURS A DAY. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS STANDARD DRAWINGS:
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING STANDARD SPECIFICATIONS
DRAINAGE NOTE SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: (2012 EDITION).
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IMMINENT. A. SEWERS - CSD - (760)- 633 -2770
IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
OF THE ENGINEERING INSPECTOR. D. TELEPHONE - SBC BELL - (760)- 489 -3411 EDITION).
UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. STANDARD DRAWINGS
GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO WILL BE SUBJECT TO REJECTION AND REMOVAL. DESCRIPTION STD DING SYMBOL
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
ANY REQUEST FOR INSPECTION. UNSAFE. EXIST. LOT BOUNDARY ........... ............................... - -
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE SOILS ENGINEER'S CERTIFICATE EXIST. FENCE LINE ........ . ...... ............................... - - - - --
2. THE SOILS REPORT TITLED EAST COUNTY SOILS CONSULTATION & ENGINEERING, INC. INCORPORATED HEREON.
PREPARED BY MAMADOU SALIOU DIALLO DATED 04/03/2017 PROJECT# 17- 1167D1 SHALL BE I, MAMADOU S. DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY EXIST. EDGE OF PAVEMENT ..... ............................... / 1h I
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER EXIST. CONTOURS .. ...... . .
SLOPE AT THE CONCLUSION OF EACH WORK DAY. MY DIRECTION ON 04 -03 -2017 AND FOR AN UPDATE ON AIIA . ONE COMPLETE
3 SEPARATE EASEMENTS APPROVALS
ALL AND PERMITS
REQUIRED IN R CONJUNCTION ANY WITH IMPROVEMENT WITHIN PUBLIC RIGHT -OF -WAY 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN PROP.. CONTOURS.. ............ ............................... - 175�.,►� -�
IMPROVEMENT PLANS. WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE PROP. RETAINING WALL. ........ ............................... .
( ) GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. THIS PROJECT HAVE BEEN INCORPORATED IN THE G�QADING PL NS AND SPECIFICATIONS. PROP. ARCHITECTURAL SITE WALL . ...........................
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT ST9RM_WATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES SIGNED: MAMADOU SALIOU DIALLO llle►WAlp i9Yb�� �� Valli: 17 -1-7 PROP. P.C.C. DRIVEWAY ............. .... ......... ............
v 4°
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS - - -�-
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. GE NO.: 2704 PROP. CONCRETE..... .. .. . ......... .......... ........... a
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE
AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE EXP. DATE: 12 -31 -17 QROFESSi0N9
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND NT OR BENCH MARK WHICH IS PUBLIC STORM DRAIN SYSTEM. ° ; ,
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT PROP. GRASS PAVERS.
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REPLACED BY A REGISTERED �� ° a s2 ,
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. JOB #: 17- 1167D1 vk,
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL �° m PROP. LAWN ........................ ...............................
w No. GE 2704 m w
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. COMPANY: EAST COUNTY SOIL CONSULTATION & ENGINEERING. INC. m
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND ADDRESS: 10925 HARTLEY ROAD. SUITE "I" tr c * EARTHERN SWALE ... ............. ............................... y
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BIMP /IMP FACILITIES SANTEE. CALIFORNIA 92071 srgr °rECHN cP��: 4" DRAIN PIPE .......... .. .... ............................... a
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO PHONE: CR19) 9,58- 79(11 f OF Op-0
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED 6" AREA DRAIN .................... ...............................
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. ' -- - - -�
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
_STATEMENT OF ENGINEER OF WORK D.G. PATH ... ......... ......... ......... .......... ...... ...
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS - -"- -�
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE (ENGINEER SHALL
9 HOLD GRADING PE THE SHALL
FOLLOWING COMMENCE M UNTIL
PRESENT: CITY CONSTRUCTION MEETING HAS BEEN AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE BIORETENTION BASIN ........ .. . ...............................
INSPECTOR, CIVIL ENGINEER, SOILS OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE RIP - RAP .................... ...- .D- 40.....................
BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
633 -2770. DISCHARGE IT TO AN ADEQUATE IMP /BMP. PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC TRENCH DRAIN. ., . .. . . . . . . . . . . . ...... . . . .
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT OWNER BUILDING STEM WALL ............. ...............................
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM ALTERED WITHOUT A PERMIT FROM THE CITY. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE TIM LITTRELL
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY CITY OF ENCINITAS AND IS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR NORTH RANCH PROPERTY LLC
HAULING OPERATION. REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE BODILY INJURY ARISING LELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE 13639 ROSTRATA ROAD
OBTAINED. ENGINEER AND HIS /HER A
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL AGENCY AND EMPLOYM NT ' ENTS OR M LOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH POWAY, CA 92064 SANTA FE DR. ND ARI N OUT OF THE WORK PERFORMED BY THE ENGINEER. SITE ADDRESS: �
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH G
SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13340 -G HAS BEEN STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES . �, 9�, rif 1332 RUBENSTEIN AVENUE
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER SIGNATURE: DATE: ENCINITAS, C RUBENSTEIN PL
A 92007 N
SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT D GLA E. LOG-AN APN: 260A 92007 2 = 5
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING IN USE. A BERM SHALL BE (INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT QRpFESS /ON Z
OPERATION. ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH COMPANY:RANCHO COASTAL ENGINEERING & SURVEYING INC. ��° �p5 E. q�F LEGAL DESCRIPTION: ➢�
THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ADDRESS: 310 VIA VERA CRUZ. #205 a JG 0� 2 SITE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF PHONE NUMBER: 760- 510 -3152 o° vy z PARCEL 1 OF PARCEL MAP 16811, IN THE CITY OF
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED RCE EXPIRES: 12/31/2017 w c 39726 m ENCINITAS, COUNTY OF SAN DIEGO, STATE OF L
OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. 'HE SHALL SUBMIT SOILS REPORTS OIL /GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED * * CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY ITC SAN P
AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT EARTHWORK sr clvl� P RECORDER OF SAID SAN DIEGO COUNTY, MARCH 13,
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE qrE OF cA� E °ea 1992, AS FILE NO. 1992- 138742 OF OFFICIAL RECORDS
WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL REQUIRED FOR THIS STRUCTURE. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H: ----j V:
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. MAXIMUM VERTICAL DEPTH OF CUT = 4 -FT. OWNER'S CERTIFICATE
SAN DIEGUITO WATER DISTRICT NOTES: MAXIMUM VERTICAL DEPTH OF FILL = 5 -FT.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR N
AVOID ADAMAGDE PONDING OF
PROPERTIES OR FINISHED LW WORK ON THE SITE AND WATER
SHALLD TAKE 1 WATER
HE STANDARDLSPECIFICATIONS AOFUTHE SHALL
ES' STADNDARDSDING TO CUT 710 C.Y. FILL = 455 C.Y. GEOLOGIST HAS BEEN OR WILL O RETAINED A SUPERVISE OVER ALL VICINITY MAP
GRADING G ACTT ITY AND ADVISE ON THE COMPACTION AND STABILITY OF
REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS COMMITTEE (WASC). EXPORT = 255 C.Y. THE SITE. T.B. PG. 1167 -D2
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. REMEDIAL = 300 C.Y.
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REMEDIAL (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM,
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE • NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE LIMITS OF THIS PROJECT. INCLUDE SPOILS, SHRINKAGE, OR SWELLING. ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
FIRM INATURAL GROUND. THE EXPOSED SOILS VISHALLOIBE SCARIFIED REMOVED
TO AAVDEPTH OF 12 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE IMPERVIOUS AREA DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED
INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3.675 SQFT DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE IMPERVIOUS AREA AFTER CONSTRUCTION: 9.300 SQFT* *SPECIAL INSPECTION REQUIRED. OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS,
STRICT ACCORDANCE WITH SPECIFICATIONS. SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER INCREASE IN IMPERVIOUS AREA: 5625 SQFT SEE NOTE ON SHEET 2 OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
. .
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH IMPERVIOUS AREA REPLACED: 0 SQFT INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
PROPERTY OR PU EAS ENTS.
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE
SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) TOTAL AREA OF LAND DISTURBANCE 16 (1
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET SIGNATURE: DATE:
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES 16,370 S.F. / 0.38 ACRES TIM-- LITTRELL
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS FOR NORTH RANCH PROPERTY, LLC
BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. AT THE OWNER'S EXPENSE. RANCHO COASTAL BMP PROJECTS STATUS
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE SERVICES.
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM ENGINEERING &SURVEYING SHEET INDEX
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SINGLE SOURCE DEVELOPMENT CONSULTANT SHEET 1 COVER SHEET
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SAN DIEGO GAS AND ELECTRIC VAULTS. 310 VIA VERA CRUZ, #205 STANDARD
SAN MARCOS, CA. 92078 SHEET 2 GRADING PLAN
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN 7, ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER (760) 510 -3152 Ph / (760) 510 -3153 Fax SHEET 3 EROSION CONTROL PLAN &NOTES
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL SERVING.
BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL 8, CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF MATERIALS TO BE NO -LEAD BRASS PARTS. I
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED nn (d .I �. I �/ 17� 7 - ` g�is I .�0 ��' /S
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS ND SE ICES SHALL BE N DATE SIG DATE SIGN DATE SIGN DATE GN DATE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE W F) WC -17 OR WC -18.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS BUILT DESGNED BY: DB w BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0.
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN CURB STAMPED LS °7322` PLAINS PREPA E UNDER SUPERVISION OFF.// RECOMMENDED; APPROVED: GRADING & DRAINAGE PLAN FOR:
LOCATION: TOP OF CURB ON THE SOUTH SIDE OF THE PARKING FOR THE CITY HORIZONTAL: N/A AYC�Z-4_15 k' �/ " ��� 1332 RUBENSTEIN AVE ENCINITAS CA 92007
OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS. DATE: �� �/.J` ' , 13340-G
65 FEE NORTH OF RESTROOMS AND 7 FEE WEST OF PARKING BAY. UGLAS E. LOGAN
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NEWORK VERTICAL: N/A Z �' ENG N R.C.E. N0. 39726 JES OW NS FRANK BEb0tK -� - CASE NO. 16 -027 CDP
ELEVATION:. 82.081' DATUM: NAVD88 VIEWER INSPECTOR C_I. ENGINEER DOUGLAS E. LOGAN EXP. 12 -31 -17 DA��L` /I1 DATE APN:260- 073 -22 SHEET 1 OF 3
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MONUMENT PER
PM 16811 NOT
FOUND IN FIELD
I� m S 18
000
0i 00
CDco
5'x5'
9" MINUS ROCK
p 4 0 '\'� •
jDN
11
PROP. GUEST HOUSE ° PROP. OUTDOOR a v
4 117
PAD =172.5 �J < KITCHEN q J o
PAD =176.5 i 7
FF= 173.25 3 ��h v FF= 177.25 0./ J
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ENGINEERING DIVISION APPROVALS
p 000
OF (E) LATERAL
o \ n°n
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VERTICAL:
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WE.
APN: 260- 073 -23
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
12"
10" 2 -3" HARDWOOD
MIN. MULCH
11
~m F-m 3m �6
cc 00 Lq O 1
r- r- I n- I --
DRAINAGE SWALE
OUTLET & NO. 2
BACKING RIP -RAP.
?" RETENTION AREA /� 24" MIN.
SHALL BE LEVEL AND / \// I -I I I-I I I-_I I I -_I I I E� I EEI I -_I I I -I I -I I -_I I -_) I _\ \ ENGINEERED SOIL
DEPRESSED FROM THE II
III -) I - III -III -I -I -I I =I I I- III -III - III - III -I I .// \/<� *SEE NOTE BELOW
SURROUNDING GRADE =I I= I = I =I I= _ (= = = = = 2 „_3" OF
as a� \x/3/8" GRAVEL
12" MIN.
** SEE NOTE
BELOW ��. 3/4" CRUSHED
ROCK
/
INSTALL IMPERVIOUS BIORETENTION BASIN DETAIL NO LINER
LINER ALONG WEST NOT TO SCALE
SIDE OF BASIN.
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND
ALSO FREE OF NOXIOUS WEEDS.
* *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
CHANGE NO.
DESCRIPTION I APPROVED I DATE BENCHMARK
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN CURB STAMPED LS "7322"
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 82.081' DATUM: NAVD88
3
00 °' 10
N 78' 9'53" E 36.75'
r co
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v
1� 01C4 iza�
HOLD CITY HARMLESS FOR DRAINAGE
AGREEMENT RECORDED 07 -08 -2017
AS DOC. NO. 2017-0323497.
PROVIDE SURFACE
DRAINAGE
4
3
N
00
Co.
co
co
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'�• a r: -�
WORK TO BE DONE
0 20' (MIN.) NON- STANDARD DRIVEWAY OPENING.
O2 P C C DRIVEWAY (18% MAX) 6" MIN OVER
CD
co
RECOMPACTED NATIVE. (PER SOILS REPORT)
MONUMENT IPER PM O
16811 FOUND IN BUILDING STEM WALL, NOT A PART OF THIS PERMIT.
I
FIELD O4 ARCHITECTURAL SITE WALLS, PER ARCHITECTURAL
(� PLANS, SEE SITE WALL SECTION THIS SHEET.
EXISTING RIGHT -OF -WAY (RETAINING 2 -FEET OR LESS.)
*tll 8% 10 V.C. a 10 GARAGE 1 50 4 v ) 1PAD =181.0 \ 1a I I FF= 181.75 I v 00 00 Q
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184.0 BW\ <
v 4 N DIRG E-RTV .•n FEOW.G TE)W DnS on&4--
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184'9 fn 15 INSTALL N.D.S. TRENCH DRAIN OR EQUIV., 6" WIDE
I h' 8 HH I8% J ° N00 183 BW Z WITH TRAFFIC GRATE.
5.0 TW ® D
182.9 BW N 16 EXIST. WATER METER, DISTRICT TO UPGRADE TO
ITI DUAL METER AT OWNER'S EXPENSE.
4 ° I ,U��' 17 CONTRACTOR TO LOCATE & VERIFY CONDITION &
9 �j9 10 177 �5 ° I ELEVATION OF (E) LATERAL & NOTIFY E.O.W. OF
O� \� ° I ANY DISCREPANCIES.
15 a 2 4 16 18 INSTALL SEWER SUMP PUMP FOR GUEST HOUSE.
GARAGE ,JJ a, 17 PUMP TO EXIST, OR NEW SEWER CLEANOUT. ALL
PAD =181.0 �g X13'4 `78 a ASSUMI D LOCATION SEWER TO GRAVITY FEED TO EXIST. MAIN.
FF= 181.75 $�• I �S 4 5%
z�
O5
PROPOSED RETAINING WALLS PER SDRSD "C -1 ".
S°
ENGINEERING DIVISION APPROVALS
z
OF (E) LATERAL
POOL & SPA PER SEPARATE PERMIT, NOT -A -PART.
W
HORIZONTAL
VERTICAL:
�` �!
WE.
P r'S PREPARE UNDER SUPERVISION OF
/ ; DATE: v �Q'47
R.C.E. N0. 39726
ENGIN R
I DOUGLAS E. LOGAN EXP. 12 -31 -17
INSTALL BIORETENTION BASIN PER DETAIL THIS SHEET.
1F BS
cf)
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OMITTED.
TW C-:)j
EVIEWER I INSPECTOR
O
6" AREA DRAINS
10
4" PVC /ABS DRAIN PIPE ® 1.0% (MIN.)
1
11
PROVIDE SURFACE DRAINAGE PER WALL SUB -DRAIN
I.E. =172.2
DETAIL THIS SHEET.
N
12
5' x 5' NO. 2 BACKING RIP -RAP BASIN PER D -40.
5 -FT. N/0
CD
� S
CD
13
OUTLET 4" PVC PIPE INTO EARTHERN SWALE.
ri
-
=
184.0 BW\ <
v 4 N DIRG E-RTV .•n FEOW.G TE)W DnS on&4--
i ° i �rm� -rco rm�e -TO vmitaazrna+r�
184'9 fn 15 INSTALL N.D.S. TRENCH DRAIN OR EQUIV., 6" WIDE
I h' 8 HH I8% J ° N00 183 BW Z WITH TRAFFIC GRATE.
5.0 TW ® D
182.9 BW N 16 EXIST. WATER METER, DISTRICT TO UPGRADE TO
ITI DUAL METER AT OWNER'S EXPENSE.
4 ° I ,U��' 17 CONTRACTOR TO LOCATE & VERIFY CONDITION &
9 �j9 10 177 �5 ° I ELEVATION OF (E) LATERAL & NOTIFY E.O.W. OF
O� \� ° I ANY DISCREPANCIES.
15 a 2 4 16 18 INSTALL SEWER SUMP PUMP FOR GUEST HOUSE.
GARAGE ,JJ a, 17 PUMP TO EXIST, OR NEW SEWER CLEANOUT. ALL
PAD =181.0 �g X13'4 `78 a ASSUMI D LOCATION SEWER TO GRAVITY FEED TO EXIST. MAIN.
FF= 181.75 $�• I �S 4 5%
NOTE - SPECIAL INSPECTION REQUIRED:
• PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF
SECURITIES, AS- BUILTS, AND /OR GRADING PLAN SIGNOFF,
2. WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD
1 NATIVE BACKFILL SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED
NOTE:
ALL PERIMETER SITE RETAINING WALLS AND
FENCES COMBINED OR WITHIN 2 FEET OF
EACH OTHER SHALL NOT EXCEED 6 FEET IN
HEIGHT ".
RETAINING WALL NOTE
• TW = ELEVATION @ TOP OF WALL
• BW = FINISH GRADE ® BOTTOM OF WALL
(NOT TOP OF FOOTING)
WEEP SCREED NOTE
• BOTTOM OF WEEP SCREED TO BE A
MINIMUM OF 8" ABOVE FINISHED
LANDSCAPE AREAS & 2" ABOVE
HARDSCAPE AREAS. THIS NOTE TO
SUPERCEDE ELEVATIONS SHOWN ON PLANS
SHOULD THERE BE ANY CONFLICT.
SURVEY NOTE:
ANY EXISTING SURVEY MONUMENTS SHALL BE
PROTECTED -IN- PLACE. IF ANY MONUMENT IS
DISTURBED OR DESTROYED IT SHALL BE
REPLACED BY A LICENSED SURVEYOR.
IMPERVIOUS SURFACE IS LESS THAN 10,000 S.F. A SIGNED
AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO
SLOPE OR LEVEL THE ENGINEERING FIELD INSPECTOR. IF 10,000 S.F. OR MORE
OF IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL
BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR
H/2 PURPOSES OF STORMWATER QUALITY TREATMENT AND
MIN. SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS
OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS 0.5' (MIN.)
rO WATERPROOFING BMP DESIGN MANUAL.
MEMBRANE 1 FREESTANDING SITE
(OPTIONAL) WALL, SEE
1 OR FLATTER
H r G�-I lO �.Ff�IZ yA '(F�1� ARCHITECTURAL
6 WEEP CLEAN PLANS.
HOLE FILTER SAND BACKFILL d�- 6 0A�C,,Z -Q �� �tZ��` pj� .` O I
FABRICROCK UA7' A V 1=�LE
FINISHED WALL FOOTING NOT
SURFACE 1 WATERPROOFING MEMBRANE (OPTIONAL): W / £�G(�•%' ,j� 6 �!I�l��j (Q�I
PIPE LIQUID BOOT OR APPROVED EQUIVALENT. TO ENCROACH ONTO
2 CLEAN SAND BACKFILL: Ir ADJACENT PROPERTY.
MUST HAVE SAND EQUIVALENT VALUE OF 30 OR
GREATER; CAN BE DENSIFIED BY WATER JETTING.
i
CD
Z
w
CIO
U
U
1 L I
z�
-cr-
LiJ
w
z
z
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3 FILTER FABRIC.
MIRAFI 140N OR APPROVED EQUIVALENT. SITE WALL SECTION Q
HEEL WIDTH 4 ROCK: NOT TO SCALE U7 L�
1 CUBIC FOOT PER LINEAR FEET OF PIPE OR 3/4 Q
TO 1Y2" (INCHES) ROCK. O�
QROFESS /ONA
E O L j
CIS. E. F U I'rD
N z I
C 39726 10 5 0 10 20 � �...
Ln
Civo, RAP SCALE IN FEET �
LLJ
O
f OF CA��F� SCALE: 1" = 10' <
WALL SUB -DRAIN DETAIL 5 PIPE:
(INCHES) DIAMETER PERFORATED PVC.
NOT TO SCALE SCHEDULE 40 OR APPROVED ALTERNATIVE WITH
MINIMUM OF 1% GRADIENT TO PROPER OUTLET
POINT (PERFORATIONS DOWN).
6 WEEP HOLE
MINIMUM 2" (INCHES) DIAMETER PLACED AT 20'
(FEET) ON CENTERS ALONG THE WALL, AND 3"
(INCHES) ABOVE FINISHED SURFACE. (NO
WEEP HOLES FOR BASEMENT WALLS.)
z�
1 Ia
177
A BUILT
S°
ENGINEERING DIVISION APPROVALS
z
OF (E) LATERAL
o
W
HORIZONTAL
VERTICAL:
�` �!
WE.
P r'S PREPARE UNDER SUPERVISION OF
/ ; DATE: v �Q'47
R.C.E. N0. 39726
ENGIN R
I DOUGLAS E. LOGAN EXP. 12 -31 -17
RECOM ENDED: APPROVED:
'
JESSE OWES ANK �
g /2•� 7
�ATF DATE
1F BS
a b 4
W Z
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W a-
LOGAN
185.0
TW C-:)j
EVIEWER I INSPECTOR
aB %f . ENGINEER
182.3
BW
a
I.E. =172.2
5 -FT. N/0
� S
-
-
=
(E) 8" V.C.P.
S
® 0.40%
a
°
25
i
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m
m
18
11 m 5-
� �
m
ONUMENT PER PM
00
N
o O 00
00 N O
00 0
LO
`� °
Q0
°O
16811 FOUND IN
00Om
ro�
00ro
�ro
FIELD
r
i
f
I
NOTE - SPECIAL INSPECTION REQUIRED:
• PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF
SECURITIES, AS- BUILTS, AND /OR GRADING PLAN SIGNOFF,
2. WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD
1 NATIVE BACKFILL SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED
NOTE:
ALL PERIMETER SITE RETAINING WALLS AND
FENCES COMBINED OR WITHIN 2 FEET OF
EACH OTHER SHALL NOT EXCEED 6 FEET IN
HEIGHT ".
RETAINING WALL NOTE
• TW = ELEVATION @ TOP OF WALL
• BW = FINISH GRADE ® BOTTOM OF WALL
(NOT TOP OF FOOTING)
WEEP SCREED NOTE
• BOTTOM OF WEEP SCREED TO BE A
MINIMUM OF 8" ABOVE FINISHED
LANDSCAPE AREAS & 2" ABOVE
HARDSCAPE AREAS. THIS NOTE TO
SUPERCEDE ELEVATIONS SHOWN ON PLANS
SHOULD THERE BE ANY CONFLICT.
SURVEY NOTE:
ANY EXISTING SURVEY MONUMENTS SHALL BE
PROTECTED -IN- PLACE. IF ANY MONUMENT IS
DISTURBED OR DESTROYED IT SHALL BE
REPLACED BY A LICENSED SURVEYOR.
IMPERVIOUS SURFACE IS LESS THAN 10,000 S.F. A SIGNED
AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO
SLOPE OR LEVEL THE ENGINEERING FIELD INSPECTOR. IF 10,000 S.F. OR MORE
OF IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL
BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR
H/2 PURPOSES OF STORMWATER QUALITY TREATMENT AND
MIN. SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS
OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS 0.5' (MIN.)
rO WATERPROOFING BMP DESIGN MANUAL.
MEMBRANE 1 FREESTANDING SITE
(OPTIONAL) WALL, SEE
1 OR FLATTER
H r G�-I lO �.Ff�IZ yA '(F�1� ARCHITECTURAL
6 WEEP CLEAN PLANS.
HOLE FILTER SAND BACKFILL d�- 6 0A�C,,Z -Q �� �tZ��` pj� .` O I
FABRICROCK UA7' A V 1=�LE
FINISHED WALL FOOTING NOT
SURFACE 1 WATERPROOFING MEMBRANE (OPTIONAL): W / £�G(�•%' ,j� 6 �!I�l��j (Q�I
PIPE LIQUID BOOT OR APPROVED EQUIVALENT. TO ENCROACH ONTO
2 CLEAN SAND BACKFILL: Ir ADJACENT PROPERTY.
MUST HAVE SAND EQUIVALENT VALUE OF 30 OR
GREATER; CAN BE DENSIFIED BY WATER JETTING.
i
CD
Z
w
CIO
U
U
1 L I
z�
-cr-
LiJ
w
z
z
W J
3 FILTER FABRIC.
MIRAFI 140N OR APPROVED EQUIVALENT. SITE WALL SECTION Q
HEEL WIDTH 4 ROCK: NOT TO SCALE U7 L�
1 CUBIC FOOT PER LINEAR FEET OF PIPE OR 3/4 Q
TO 1Y2" (INCHES) ROCK. O�
QROFESS /ONA
E O L j
CIS. E. F U I'rD
N z I
C 39726 10 5 0 10 20 � �...
Ln
Civo, RAP SCALE IN FEET �
LLJ
O
f OF CA��F� SCALE: 1" = 10' <
WALL SUB -DRAIN DETAIL 5 PIPE:
(INCHES) DIAMETER PERFORATED PVC.
NOT TO SCALE SCHEDULE 40 OR APPROVED ALTERNATIVE WITH
MINIMUM OF 1% GRADIENT TO PROPER OUTLET
POINT (PERFORATIONS DOWN).
6 WEEP HOLE
MINIMUM 2" (INCHES) DIAMETER PLACED AT 20'
(FEET) ON CENTERS ALONG THE WALL, AND 3"
(INCHES) ABOVE FINISHED SURFACE. (NO
WEEP HOLES FOR BASEMENT WALLS.)
R:AProjects \7495 -North Ranch Property \7495- GP02.dwg 8�16�2017 10:24 AM '�� „��ti�
z�
SCALE
A BUILT
DESDELI Y:' DB BY: CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DWG. N0.
o
W
HORIZONTAL
VERTICAL:
�` �!
WE.
P r'S PREPARE UNDER SUPERVISION OF
/ ; DATE: v �Q'47
R.C.E. N0. 39726
ENGIN R
I DOUGLAS E. LOGAN EXP. 12 -31 -17
RECOM ENDED: APPROVED:
'
JESSE OWES ANK �
g /2•� 7
�ATF DATE
GRADING & DRAINAGE PLAN FOR:
1332 RUBENSTEIN AVE. ENCINITAS, CA 92007
CASE NO. 16 -027 CDP
APN' 260 - 073 -22
13340-G
ISHEET 2 OF 3
W Z
z z
� O
z =
W a-
LOGAN
1a 1 19
EVIEWER I INSPECTOR
aB %f . ENGINEER
R:AProjects \7495 -North Ranch Property \7495- GP02.dwg 8�16�2017 10:24 AM '�� „��ti�
STORMWATER POLLUTION CONTROL BMPNOTES RELATIVE TO ACTIVITIES
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 TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR
CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF —SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL 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 WHEN 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.
ON —SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. ELIMINATE OR REDUCE POLLUTION
OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS,
ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE
PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER' REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY I 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.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
WITH ANY TRASH MATERIAL.
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 HOTLINE TOLL FREE AT (800) 714 -1195.
FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
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 STORMDRAIN 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 ICONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
CHANGE NO.
-i r.. . _ _ . .. - . 1. , ... .
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
GRAVEL BAG CHECK DAM
NOT TO SCALE
20'MIN. ('PUBLIC
1 RIGHT —OF —WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
17
16
(E) RI
1. SET POSTS AND EXCAVATE A 16
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
IN (10 CM)
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC—
SILT FENCE DETAIL
NOT TO SCALE
1 -1/2
APPROVED
PUBLIC
EXISTING
CRUSHED
AS- ILT
RIGHT —OF —WAY
GROUND
ROCK
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN CURB STAMPED LS "7322"
20'MIN.
P ANS PREP
z 1=11
° 8o
00 0
LOCATION: TOP OF CURB ON THE SOUTH SIDE OF THE PARKING FOR THE CITY
—
P. ° °
00, w%
a 00
OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS
PLAN
PROVIDE APPROPRIATE TRANSITION
65 FEET NORTH OF RESTROOMS AND 7 FEE WEST OF PARKING BAY..
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
BETWEEN STABILIZED CONSTRUCTION
cg,/ 1�
ENTRANCE AND PUBLIC RIGHT —OF —WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
17
16
(E) RI
1. SET POSTS AND EXCAVATE A 16
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
IN (10 CM)
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC—
SILT FENCE DETAIL
NOT TO SCALE
E
m
ALONG WEST SIDE OF Vv HORIZONTAL: 1 " =5'
BASIN, ENTIRE LENGTH. VERTICAL: 1 " =5'
DATE: 0 ���' 1
R.C.E. NO. 39726
EXP. 12 -31 -17
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
ENGINEERING DI'
RECOMMENDED:
7JESSt NS 6zoe . u /1 -7
DATE
SION APPROVALS
APPROVED:
ANK BEtOCK-
w . r;�p-
00
� Tz
C 39726
OF CAL
LEGEND
PROPERTY BOUNDARY
SILT FENCE
CONSTRUCTION ENTRANCE
GRAVEL BAGS
TI ON
I
i
O
z
5z
w
(� 0
cn
C7 W
z0
CC CD
w O
w :D
z0
z
w J_
Q
c w
Q�
O�
O N
Ln
N O
zI
I mil 20 10 0 20 40 Q ry
O
* Ln
SCALE IN FEET � O
SCALE: 1" = 20' <
z �.
EROSION CONTROL PLAN FOR:
1332 RUBENSTEIN AVE. ENCINITAS, CA 92007
CASE NO. 16 -027 CDP
APN: 260- 073 -22
R:\Projects\7495 — North Ranch Property \7495— GPO3.dwg
DWG. N0. o
4z =
13340 -
SHEET 3 OF 3 w
8/16/2017 10:23 AM
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS- ILT
DESIG D BY:
D
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN CURB STAMPED LS "7322"
HORIZONTAL'
VERTICAL:
P ANS PREP
LOCATION: TOP OF CURB ON THE SOUTH SIDE OF THE PARKING FOR THE CITY
OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS
UGLA LOGAN
65 FEET NORTH OF RESTROOMS AND 7 FEE WEST OF PARKING BAY..
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
cg,/ 1�
ENGIqA
DOUGLAS E.
ELEVATION: 82.081' DATUM: NAVD88
RFEVIEWER I INSPECTOR
I t ( - NGINEER
E
m
ALONG WEST SIDE OF Vv HORIZONTAL: 1 " =5'
BASIN, ENTIRE LENGTH. VERTICAL: 1 " =5'
DATE: 0 ���' 1
R.C.E. NO. 39726
EXP. 12 -31 -17
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
ENGINEERING DI'
RECOMMENDED:
7JESSt NS 6zoe . u /1 -7
DATE
SION APPROVALS
APPROVED:
ANK BEtOCK-
w . r;�p-
00
� Tz
C 39726
OF CAL
LEGEND
PROPERTY BOUNDARY
SILT FENCE
CONSTRUCTION ENTRANCE
GRAVEL BAGS
TI ON
I
i
O
z
5z
w
(� 0
cn
C7 W
z0
CC CD
w O
w :D
z0
z
w J_
Q
c w
Q�
O�
O N
Ln
N O
zI
I mil 20 10 0 20 40 Q ry
O
* Ln
SCALE IN FEET � O
SCALE: 1" = 20' <
z �.
EROSION CONTROL PLAN FOR:
1332 RUBENSTEIN AVE. ENCINITAS, CA 92007
CASE NO. 16 -027 CDP
APN: 260- 073 -22
R:\Projects\7495 — North Ranch Property \7495— GPO3.dwg
DWG. N0. o
4z =
13340 -
SHEET 3 OF 3 w
8/16/2017 10:23 AM