2017-13499 G (Plans)OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR
TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK
NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY
LINE IS.
DRAINAGE NOTE
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.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND,
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORTS TITLED "GEOTECHNICAL INVESTIGATION, 964 URANIA AVENUE PROPETY, ENCINITAS,
CALIFORNIA" AND "ADDENDUM TO GE07ECHNICAL INVESTIGATION, 964 URANIA AVENUE PROPERTY, ENCINITAS,
CALIFORNIA" PREPARED BY GEOCON INCORPORATED, INC. DATED FEBRUARY 4, 2016 AND NOVEMBER 2, 2016
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH
THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTON WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS
SHALL BE REQUIRED IN CONJUNC77ON 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- ESTABLISHED 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 STANDARDS,
LAWS AND REGULATIONS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE CONDUCTED BETWEEN 774E HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS.
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 SHALL 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 AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STA77NG:
"THE GRADING UNDER PERMIT NO. 13499 -G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH THE
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION
HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL
EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND
PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE
WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND
UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND 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
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL. CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION
UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT
SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE
OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A
CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
I�1� it:l i [•1�1>;��7�r 11
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H : 7 V
MAXIMUM VERTICAL DEPTH OF CUT = 4.0' FT
MAXIMUM VERTICAL DEPTH OF FILL = -3.9' FT
CUT = 500 C. Y. FILL = 2700 C. Y.
IMPORT = 2200 C. Y.
REMEDIAL = 2800 C. Y,
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
REQUIRED BY S17E 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 QUAN7777ES MAY VARY DUE TO SHRINKAGE OR
SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO
SOILS REPORT FOR REMOVAL AND RECOMPAC77ON DEPTHS.
-
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4 Z¢5 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION. 24.210 SQFT
INCREASE IN IMPERVIOUS AREA: f 9.465 SQFT
IMPERVIOUS AREA REPLACED: 4.745 SQFT
DRIVEWAY (IMPERVIOUS): 167 SQFT
TOTAL AREA OF LAND DISTURBANCE= 82356 SQFT
DESCRIPTION
APPROVED 1 DATE
EROSION CONTHIOL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SEAN SANTA CRUZ AT (858) 481 -3310, 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 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL
MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS 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 POTENTIALLY 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 WHEN
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
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 THE STREET AND /OR INTO THE PUBLIC STORM DRAIN 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 HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER
APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE
IMP /BMP.
6. ALL STORMWATER IMP /BMP 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 REQUIRE THAT THIS
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST
MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL
BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY
LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH
ENCLOSURE RE THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
RE A. M
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON
FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
A I • A - I - •
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE
ACCURACY OF, THE LOCA77ON OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN 774E LIMITS OF THIS PROJECT.
3. ALL EXIS77NG FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U77LITY CROSSING WITHIN 10 FEET
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL
AFFECTED WATER FACIL177ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS.
IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE
OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARA7ON WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
Z ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF 114E PARCEL THEY ARE SERVING.
REQUIRING THAT NO -LEAD BRASS BE USED IN THE
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB 1953 IS RE Q
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFEC77VE JANUARY 1, 2010. IN COMPLIANCE WITH
THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED K17H CATHODIC
PROTECTION IN ACCORDANCE WITH WC -17 OR WC-18.
NOTIFICATIONS
1. THE EXISTENCE AND LOCA77ON OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND N077FICATION OF COMMENCEMENT
OF WORK:
A. SEWER - LWD- 760 -753 -0155
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL N07IFY 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 N077CE ON CALLS FOR INSPECTION. PHONE. • (760)633 -2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
_34►[el 01T4F-1Vhrl
SIDEWALK SE QUADRANT LEUCADIA BLVD
I� LOCATION. 37' EASTERLY OF TRAFFIC SIGNAL
RECORD FROM: RECORD OF SURVEY NO,
18416
ELEVATION: 178.543'
DATUM: NA M88
P ROVED BY: LWD DISTRICT ENGINEER
C33622 ZI_I
DEXTER S. WILSON, PE RCE DATE
SATE PUBLIC WORT
PLANNING
)ATE REVIEWER
DATE
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 DESIGNA77NG 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 CONSTRUCTON 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 ACTVITIES 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 PLAN77NG FAST - GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVAT70N 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 KITH 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
FAMIUA:a WITH THE CITY OF ENCINITAS STORMWATER POLLUTON CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWYNER(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS 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.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED
AROUND ALL DUMPSIERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSIERS 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 DUMPSIERS 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 ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTON SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
1. ALL WORK AND MATERIALS RELATED TO LWD SEWER DESIGN, MATERIALS, AND CONSTRUCTION SHALL CONFORM
TO THE LIM) SEWER STANDARD SPEC AVAILABLE ON THE LWD WEBSITE AT
HT7P: / /WWW.LWWD.ORG /DEVELOPERS /STANDARD -SPECS AND TO THE REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GR�NB�OOK) AND THE REGIONAL STANDARD DRAWINGS. MOST
CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWERT STANDARDS GOVERN.
2. CONTRACTOR SHALL CCTV INTERNALLY INSPECT ALL GRAVITY SEWER FACIL177ES CROSSED OVER OR UNDER,
BOTH BEFORE AND AFTER NEW IMPROVEMENTS ARE CONSTRUCTED. HIGH QUALITY DIGITAL CCTV VIDEO SHALL BE
PROVIDED TO LWD FOR REVIEW AND RECORD PURPOSES PRIOR TO COMMENCING NEW WORK AND FOLLOWING
COMPLETION OF NEW WORK. THE CCTV DOCUMENTATION WILL BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS
PRIOR TO COMMENCEMENT OF WORK THAT WILL CROSS A GRAVITY SEWER.
3. CONTRACTOR SHALL BE AWARE THAT LIM) FACILITIES PROVIDE WASTEWATER CONVEYANCE TREATMENT AND
DISPOSAL TO THE PUBLIC 24 HOURS A DAY 365 DAYS E LWD OR THEIR CONTRACTORS MAY
NEED ACCESS TO FACILITIES FOR OPERATION A YEAR. OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE
CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACIL177ES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION
AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ACCESS
WHILE WORKING AROUND LWD FACILITIES.
4. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND
STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER
LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, N077FY LWD, MINIMIZE AND CONTROL ANY
SEWAGE SPILL AND REPARI DAMAGED FACIL177ES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO
LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED TO SEWER FACILITY OPERATIONS. DAMAGE CAUSED TO
SEWER FACIL177ES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICA77ONS AND
DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR.
5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE
SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD
FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PREFORMING THE
WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLLAN UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT
AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR.
6. CONTRACTOR SHALL N077FY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION AC770TIES IN THE AREA OF
WORK POTENTIALLY AFFEC77NG LWD SEWER FACILITIES.
Z CONTRACTOR SHALL NOTIFY LWD WITH 48 HOURS PRIOR TO EXCAVATON OF SEWER UNDERCROSSINGS,
OVERCROSSINGS OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED.
8. COORDINATION, SUBMITTALS, AND NOTIFICAIOTNS SHALL BE MADE BY TELEPHONE AND EMAIL TO MR. IAN RIFFEL
AT 760 - 753 -0155 / IRIFFELCLWWD.ORG. EMERGENCY CONTACT CAN BE MADE AFTER HOURS TO LWD AT
760 - 753 -0155.
URANIA 4, LLC
740 LOMAS SANTA FE DRIVE, SUITE 204
SOLANA BEACH, CA 92075
858 -481 -3310
SITE ADDRESS
964 URANIA AVE
ENCINITAS, CA 92024
APN: 254- 363 -10 & 13
LOT 31, HILLSIDE ACRES, ACCORDING TO MAP
THEREOF NO. 1992, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO
COUNTY JANUARY 25, 1922 EXCEPTING 774E
SOUTHERLY 152 FEET OF THE EASTERLY 140
FEET THEREOF.
TOPOGRAPW
PASCO LARET SU17ER & ASSOCIATES
PH 858 -259 -8212
DATE OF SURVEY.° SEPTEMBER 15, 2015
V/l®I1W I T MAI°
NTS
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.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND
AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS,
LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR IN ANY
MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS,
EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTA77VES FOR ANY AND ALL
WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
APPROVED PLANS WITH THE /PIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: - X/� DATE:
URANIA 4, LLC
11 TREVOR E MYERS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 1 -18 -2016
AND FOR AN UPDATE ON 10 -6 -2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS
STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS.
ZLArI1�
SIGNED:
TREVOR E MYERS
RCE NO.: 63773
EXP. DATE. 02130118
JOB #: G1242 -32 -01
GEOCON INCORPORATED,
6960 FLANDERS DRIVE
SAN DIEGO, CA 92121
PHONE. (858)- 558 -2974
I SHEETINDEX I
SHEET DESCRIPTION
1 TITLE SHEET
2 GRADING PLAN
3 SECTIONS & DETAILS
4 `° �� EROSION CONTROL PLAN
b KEYSTONE aiI MoTT-S
� kE`L MAQ
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT 774E 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 CITY 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 OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM 774E NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND
HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
Q�pF ESS /ON
9
AE l
O N L
G
q
O
DATE: 1 F 2
SIGNATURE. . ��l �� � � o
BRIAN M. ARDOLINO RCE No. 71651
m No. 71651 zo m
PASCO LARET SUITER & ASSOCIATES Exp. 12/31/19
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
RCE EXPIRES 12 -31 -19 ST CIV11-
qTF OF CI\0
BMP PROJECT STATUS
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED
BY<EWHOMEOWNER /AGENT. etc. IN ACCORDANCE WITH
"MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT
AND STORMWATER POLLUTION CONTROL FACILITIES"
NAECORDED • �l,
SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT __�l - Z.'z (0 .loy - -z- z l 18 9 2 28�tF 2 �4�L.�1$ 3r
PLEA
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LO (n
/-
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DATE
SIGN DATE
SIGN DATE
Slt7vIIII DATE
IGN DATE
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES
DEPARTMENT
DRAWING NO.
SUPERVISION OF
DATE: 3.1 to
R.C.E. NO.: 71651
EXP.: 12 -31 -19
RECOMMENDED: APPROVED:
61AUAOO �i, 4
AE Oyy��EN CHRISTOPHER L. M GDOSKU
32a, 8 3 -5 2618
DATE DATE
GRADING PLAN FOR:
964 URANIA AVE
URANIA 4' LLC
APN: 254 - 363 -10 & 13
16 -156 TPM
13499 -G
SHEET 1 O
PLEA
U
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N
=Q
=U
¢
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�ZQ
LO (n
�y-��i,E
�L - i I- - ^ 1 / ti 1 ,- , ` - -. __ __. -- - G&E! EWER MAIN WD; 8 "! VCP r , EX L�VD. MANHOLE
-,
--II I i ' ER1 ! 0, 79X, �! �__
PAD= 1 hl7 j
PAD r 71 _ % ' °AD- , y _,.,, o n #A le
N _M LEGEND
MT. WW w o..04- 22,40 'TO REMAIN
? 7 77 i - - - - - -- =#Ale NO. 139? �
- I ti 1 SUBDIVISION BOUNDARY - -
BLDG T t_ �� E LDE . HT. APPFZCX. 12 1�- �, - -- - - - - ._ l 1 L (PPROx. f�5 f7 .
P CX. G , �. _ J-W N i 77 1- t_. �r C, , T. - - -- - - _ ELEVATION
4'FNY { k A. Ptz) 1 hallow <. a '1 -DG.ri T. .�PPRCX. 9 ?' _ _ -�� G'ASt IF x'11161 174.86 0 0`
- - -- 176.3 BW y E)OSTING 1 r .. ,I lk 1fi4.06
- -- fi; \ 72.4 8W MASONRY I " " i - ., v �.. „' _ - EXISTING CONTOUR A -
-- -
k!
STAINING WALE ;' / CONSTRUCT101' TRAILER` , W / -� S $T1NG 8 p
> 176M4; 4W� ATRIUM ¢IiTE / �) WR MAIN LOT LINE
-. � �' � I � • � � - W� i I!1 EXISj7NG TREE � � i i r v
P SD 05 - LOCATON (10X20 - - - -. k GRATr
4 m L7(OUSE - I v �
A MIN. WOOD > EXISTING W TER
TO BE i / ' TO BE REMOVED T E PRi )-IN-; -PLACE
F
17 .3 TG 1 T
i �; - i �• `� ,,� MIN. "Fyl� ,4 PVC �� � `• PROPOSED DRAINAGE DIRECTION
_�.•. r , r:I { 177 TG a' REMOVED/ N 177.5 IE 177. E Q 9- - ,MONX.�ASPHALT < < - ± - - %- L75.2 IE _ - .fit 89.46'S� "_ W84 _ _' ,_._ . _ , 179.3 f 0 ,I$IDE�JNALK ) V PROPOSED DRAINAGE SCALE
- - -- - -- -�- - - - ? ._ -_k7 - 178 4 IE �. i
- D - I„
... _ ``� 177. ' H -' - 9 1 I- 177.8 r 179.2 FS - 1 - a - -x EX.I EN ' SEA ER � A4ANHOLE ER 1 (1 % MIN)
175 I� 1 %� i T :.
r 172.4 FGs' -- " �.� - - - 13499-1
1?1.8 B PROPOSED RETAINING WALL
/ -- / 179 i 79:5 G .. �� DWG --
f:.,.�i - - - �� �,. ✓� _C t TYPE PER PLAN
- -- _
-LT ; ' 4 BLACK j
172.6 iEl�' L N IN �;�� 180 1/ FS F� °. (STRICT ° t -,1 PC WA/ PROPOSED ASPHALT PAVING ..`�
1 78. FG II ¢X -
3. 11 •.
78' FG l > G i18AND Ex�sTIN R ICE �1 s -Y v
r
N _ �) II PROPOSED PERVIOUS PAVER 1
1; FQ l� :lk 54j / `> R 11rS 11 ! [9E �,, it T I 1 .1 FS .. 71MIT OF W PER 13499-1 5 / I
AD= , 67 %, / I 6155_ , ' EX' INE TO BE `+ _ -,_. _ xTWRHANG � LANDSFAPiEC
®FF 1 -M.4 j-_ - T 0, s.5 - N „' "r PROPOSED BIORETENTION BASIN
�i rr HT. APPRCX ?1 - = E' �- (TYP) �I i ., J _
B! DG. .,jk RQPOSEJ� K/1!l X13 176.5 / ,UNDERGRDU fi- pqd� - I� 'WOOD
x 10
/j` .4 F'ai
[DRAINAGE ESMT. 1901 �r B S y ,N, 17&p \ - N . , . 17 .4 TG FENCE . 'I, a
178.0 G g
N J 7�Ak �4Y AVER PROPOSED BLACK PCC SIDEWALK
i 1 4x k. I v 178.2 FO _ , F,S 118 a 176.1 E `� 0:' , 2:1► ,._
=� -'�� . PAfiC�4 2gt �•. � 178.0 lE _i ! �3re I ,� ►�N �V
�1 - - - �_ - -- - PF #9�2 - -- - - - -- 17 ER 113499 -I PROPOSED TOP AND BOTTOM TW 102.0
,- '- JC \ A 4-$ 179 7 FS �- n:•. -. �� - _. 9.3 TG P RETAINING WALL ONLY
17 BW
" 172.4: F lh'; I: 25Y PS i 7 ajq o GON r _1\ . _ - -
�.: „_ � OF RETAI �
INSTALL 3 PIPE OUTLET - v \ N (i r , ' , . _` I i EXISTING - .,23 �14' ' k �, ' i FS 100.0
THROUGH WEEP HLES IN O.p B Fli jf, -{ RYS -17�� POWER POLE - -, PROPOSED SPOT ELEVATION ll�
-;g 1 I I �. �, F-..'. WAY
RETAINING WALL (7YP) z �LIMIT�OF ` .` \ (� Ifs. 77.1E E REMOVED 180.1 FS N TO 12EMAIN R 0. ' O 0 OF GRATE TG 102.0 PROPOSED 1
8.2 �• .,,i u. LkP4.�J .. r II 1�0.1FS tai � a.,, 80.0 FG
" - - - - Ik A l:n , 178.0 TG om.
1 .5 FG
INSTALL 3 PIPE T- OUTLET If. , VERHAN TQ II -17 5 FG 179 5 FG 7 .3 G 1 v CURB 't 0 �' (�- _ - - -- PROPOSED BERT ELEVATION 1
il5 C�EOCi(tID ®� m I F UNDE1iR€�UND 11\ PCC WALKWAY °"�- 17 .6 %1 �'� " PROPOSED CONTOUR
..-,� _ If,lkLIMIr v 176.0 IE 1 .8 \ : \ 1 TC T
THROUGH -WEEP_ .HILe�-- n� - - - -- N- A �� �.� � � �: � . -`� 7 FS � '�� "� _��� `� � 1 WATER METERS
.: 17 .2F 17.9 FS 4 7.0� P „
RETAINING WALL (TYP) ai 174.4 TY� 6' OOD ° N \ 179: FG k ` w PER �SWG 99 -1 PROPOSED 6 PVC STORM
PRoPOSE4 ThcDUL!�R ;I� 1714 BW FENCE\ 7YP, �PPER _ _ - - - -
1 4
_� 6 P G w DRAINIINLET
WALL PER �iHT. (p .., - - ! -- - 1 ,. 54; CY ` .° -, R GN •' �z
INSTALL 3_" -PIPE TO- OdTTLET 176.1'�TG -� -- -- -- ,4 -�-% ,p i 1778 TG - ° i 178.8 TG 1 1.7 N 25 IL 7 w- MAILBOXES ���;� PROPOSED COBBLE RIP RAP
2%' ! . 17 D HP - �_ _ °< - - 2 76.9 tE� v� 1-77.81€ - s _
THROUGH WEEP H LES IN PROPOSED MASONRY I:' .��
- - - _ - �_ - _ � ."��. �_� O 17 . - =: r, . � � � FS GRADING w w
_ �- - - - - - \� - _ 78.0.- X 75.39 s 4. �1. , w a 4 9 S "i i �_ WER MANHOLE PER
RETAINING WALL OP) RETAINING WALL PER PROPOSED LIMIT 0
_ _ _ _ _ • - _ _ _ _.- _ - _ : _ _. _.�+ ' . k8 6 FS `i z�, ..• -;WG 13499 1 PROPOSED SEWER F S
SDRSD C -5;_ .9. -- - - --
4.
I -__ =_- PER DWG 13499 -
17J Mw
1
_ -� - - - _ - PM1N s 1 1,. r FENCE , ' I ,. LShNG ShED
1 X2.41 ®FCC ;; - - T ?�,� - 5 'PERVIOUS / ' 11 �-
o DRAIMr 7 I
INSTALL
J. PPE TO OUTLET 16'/.BW ®FG II k176.1 T \ 2G 17 .6 T �� .X TG�1% •I: t N .0 .i -• r` : •
'AVER N Pya _� ® r - BUMP
0 BE RELOCATED 1
a I EMERG!'�VCY 6.7 , 7 N 1ARIING } VT PVC W ® i' N O TES>
THROUGH W�P HOLES INt'. , :N 172.6 IE m II 17.' IE r v roal )" _ Q
"N, \1 78.2 FG FENC . VeHIC 1 . , 17 , FS• �a5 }� R; PER ,. i l :
1 7 - 17 t6 I . ,- __ h I- PRON i 1. THE MAINTENANCE OF ALL PROPOSED BMPS WILL BE THE RESPONSIBILITY OF THE
RETgA�fNI G ►N L (TYP) q, N l_ ACC S _' 3 99 M I DRIVEWAY A
AU - -- i 11. A v 178. TG '- „ PER SDRSD G -14A OWNERS. THIS WILL INCLUDE ANY POST - CONSTRUCTION BMP AS WELL AS ANY
4' QRAIN PIPE W� ! y __ PRO D 178.2 �G 75.7 /E E = x. �- r" ,. �i° . CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
l': Q. �� : � r PROPO D 2% \ � 1. � , _< . , . t� -- > ', ° '-1�� � � 181.
�sAI' ArJO 1 ORIFICE � 5 NA6� i 8.8 -� - - f 6 PVC �� 180. 8 3 W 1 s1 T i RELOCATED FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION
DRAINA ESMT _ �, ._ $ ak, 186.2 FS
VER (CAL SEI'1'AGE PIT PER ° - °,° g 184''.0 TC 1;r' SPEED BUMP' OPERATIONS.
DET SHEET �' ( LIMIT F P' . <_. -- ME j, `:�,7, �' 178. /� NO PARKING PCC CUR WA�L 182.3 V .3'FS (._. -..1 6.1 FS " Y.� /
\ L \ ,x/ (, A -, , a ,�' CUSHIONS J` 2, THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL
OVER 9 Z ' 7 / 178.4 F _.:_ 1 _�- i FIR /
E SIGN
d
�. PCC - I
INSTALL 3 PIPE TO " .- �.'� • • <•.� I �/� \,r/ 7-r. -I ,_1.: ! 12(12, /BROOKS BOX - - �> u..; MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING
B - I 25' WALKI� = t ; 11 OUTLET THROUGH WEEP A ., 4 4 = s - / i 4\ ..r,- / ha °o vs I I EX.
TG 17�. �r ASP ALf:
HOLES IN RETATNING RYSB v ' 2% : r j v LINES TO �, �I o SIDEWAid�' " WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR
__...__ _/ __ h-, ?, _ ; �, ( > 17 O 178.0 T 178 j I ; A IE f , �7 STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER
WALL (TYPJ 1I 176.1 1 "� _'' ' i ' - - -� 1 ___ PLACED I, PRODUCTS WHEN THEY HAVE THE P07ENIIAL TO CONTRIBUTE POLLUTANTS INTO
_
< ; 40.35 17 .4' JE" 69.3 .
o.J I UNDERGROUND L i'ra� J
., ¢ / � � I�C� ��� ^�" STORM WATER, AND SPILL CLEAN UP TECHNIQUES.
INSTALL-3 " PIPE Tf? OU > 2C69 - 1 0. \ \ \ 7 .4 FS q 1 9.0 FS \ ,,
178.2 G 78.0 2b/ i x < "!. / I / / i ` -- J. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK - PILED,
f73 4° TIM1% 178.6 FS 1 -.1- �- 1$ / I
THROUGt�WEEP== E#OCES i # 172.4 TW ®FG 1., h 2 c�4i / / �' WA\ { / y D i I I' THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER
RETAINING WALL TYP \ -y$8 >0 �W�F� ` ' I 76.2 TG , � / i g D j / �, / 1 _ - ` \ ( TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND
( B ATRIU G T P ! / / fYs' _ / r a ;,
} <- 172.6 /E 782 FG IN. PAD I >n� �� i 0 P ING! R v .< , } I EX. LWIA NHOLE
o gyp 6 WOOD AWE \ /q SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE
1 4 4 es 176.5 TW 178.2 FG 177 6 TG - cn j ' i 1 1 y �y Y ^ ; , 3,.e . c,. r, r/ AP: I�( X. _ 1 r. STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE r-
} } 176.5 BW 175.0 IE 178.0 P / L x - T ._ 'h'� No. 04
172.4r B T \ 1 .0 l[ J / 1-76 TG 1176.0 IE 1 F FENCE RE LONE SIGN ® (Tlp \\ 7�
/ REMAIN MORE THAN 1 DAY, THEN THE STOCKPILE Will BE ADEQUATELY COVERED SUC l
„ 2 - -/ - - 1 180.0 I'S �, 6 CUF�B >} ; -� i -' IM =18 .75 ' THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE
INSTALL 3 PIPE TO ET _ - �i I 3.5% 177.9 F! h r f / I ___ f $. --
THROUGH WEEP HOLM IN - - ~ - _ _ _ _ ° _ _ `� ° _/ ° ° ° - ° _ ° 178.4 TG PILASTER r 'L_- C d N E =178 0 I STOCKPILED MATERIAL.
RETAINING WALL (1YP) ,, '� N .0 FL 178.0 HP 178.7 HP, 7 .0,
'
_ _ / �. r' / / 17 .7 i 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF
- -- -- RATED PI / - - - -- 7- -- - ! DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE
T `I� 0 0 C 0 a 0 ,E E3 0 0 O ._0 d L7 - i1 - -- - ; _r �' �r �._., �``, /
PAD -= 1 7 i TW _ - = _ _ _ _ - - - - _ _ _ = T = _ - _ _ _ _ - - - /- -�^ - - - SOIL IS SUFFlCIENTLY SATURATED.
FS
172.4 TlV�FG N - - , - _ -/- - 8 G _ 15. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED
BLDG. HT. APP CX.. 2 , 170.0 BW ®FG - - - ! 1 7.5 lE r- - - �- / E GENCY. z_ - 1 /ire 5
it 176.2 TG 2% 178.5 TG / r 1 TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING
m 17 9 FG D 7. G 1 LE
k -
byT. ' {1 172.6 IE - 177.0 1 !
174. TW 11 :, o ti CONCRETE F N 178 5 FS� A Q ANY
i '�' v> I / SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND 1N THE EVENT THAT
17p,6 BW. II 6 WOOD STEPPERS_ \ 178.9 FG �; 1 89 ,G N _ fiBT� G ESS '' I x. I IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE
FENCE (TYP.) TYP. `., 2% �-- / 78.5 FS M'T 7 o I kt:'KI f`r I ARRANGED FOR AND THE IRRIGATION SYSTEM HILL EITHER BE SHUT-DOW ENTIRELY
,.
172.4` FG V 1 ( ) , ° PARCELS I 7 .8 TG S� =Ji K ;,y i X OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLINE, IF POSSIBLE, UNTIL
/ 73F4 TW PROPOSED STAIRS I 179. FS /� 6 179.3 TG -1 FS \ a ; I THE PROBLEM is CORRECTED.
-'- I PAD 17$.01E
/ 1 8 3 IE II
PROPOSED - ! 7 '�I N CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF
� 6. FOR STORM WATER POLLUTIO ,
- -- -172.0 �iw ®FG DRAINAGE ESMT. , 1i8,s FG/ 7' i 1 1 �' -'✓':x :w } L� , x x I k
'� / 4 �, \ \ �/ �; I g.a_�r, I DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
VERTICAL SEEPAGE Pi 25, 1 _
\/ I \/ --
/ 1779.5 FS 178.7 v �''.1 �� ,' l �� E ONTO THE STREET ANDIOR INTO THE PUBLIC STORM
DES SI#E / RYSB �� 1 N .. 11`n, I / , k'�A ,1(1. o' o
iV BASIN 178.9 F j / a` i o . , L\ A . i7 .1. - o - _.lI DRAIN SYSTEM. D GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
--- 978 9 0_1 I J. #
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY
II It
-_ / 179.5 FS � N l • I 'I
��0 (MIN AIUA i • 3 �/ 1 7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT
".z X11 179.1
I
2,13Or SF 'I( <' - -_ _ -F�. •• (���� / 74.2 EG) 179 1 x { / 1 0 J y .r 4a" 1 AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE 0
='' /A DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK N0110E AND DOUBLE
179.5 / 178.5 IE WALKWAY , - _
i'' / f 7 .8 �� 12 "Xa IE SOX ",'t)G H rP ?x'. -- -� PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE THE
PAD =17Df
175. MFG -.:.). �.- - -- -�
ATRIUM GRATE * :> I LOCATION OF THE PROPERTY LINE IS.
172,4 $t� ®FG :: '8203' 178.9 FG / 178.1 IF P 0 �� 180,11 = A ,
BLDG. H'. APP.I , 1- i`PEwir^ A'[ D_; / 178x1 t:i ,r �Af I
- - 176.8 TG -.,,. �„ i 178 0 TG �" i v - ' F IE 178 1 r ,, B. ALL UTILITES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
• i x `�
{ 1 1 PI p�` 172.6 IE °� _ -._ 175.0 !E 178.9 FG / / 175.5, -1F�� 176.0 f 176.7 IE I 180. i - 1 �i �,i 9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY
-4 _77- �' jw 7.0 o„ �� - -- - i�� 179.8 FS I - - -- -- - UNES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT
17214 B ®FG I `' =�_�' = _ _ - _ _ = _ _= _ _ _ _ _ _ _ _ 0 <` d� <. _ -- - D TO AN APPROVED DRAINAGE FACILITY.
l�_ �, - - -, _ .- - r� - - - - 1 , re -- �.
d �EXIS.W.:MONO ENT, - T -- - _- -- _- ___ ___ -'- __�' "_____ - � �.r' ��< �••. .
- - -- - - .._ -�- 1 .
BE P O-TE FED -IN- PLACE -- L �I I r / 02EROSION CONTROL MEASURES (E.G BONDED FIBER MATRIX, VEGETATIVE COVER
r, , q ! -- __ --_ -- N S4$ 35 .64 . -- -6 WOOD' - - / - �t ._z ! _ JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL
-- - -
_ -N-894813e W _ 2_72_72 i
t 76.4 BW 9d!177��G� -(1J- - -- F -- - -- -,, w -^ _, - ,�s,,y __ r _ __ -_ -__ Tr �s -- - EROSION ON SITE SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS,
--
-. - _
72 1
� GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE
MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT
`( y / r - -- -- -� -- - -� - -- - } - - -- - -_ �_ -\ T r \q I I , l I;' OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY
15% CONTINGENCY
PROPOSED IMPERVIOUS AREA
FIRE NOTES:
1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED
NOTES:
VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC
1. ALL EXISTING STRUCTURES ON SITE ARE TO BE DEMOLISHED
503.2.1
2° FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS
MONUMENTAITON AND /OR BENCHMARKS WHICH WILL BE DISTURBED
AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO
OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE
PROVIDE ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3
REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
3. FIRE APPARATUS ROADWAY GRADES EXCEEDING 15% ON FIRE
BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER
APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT
AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD
MITIGATION. MINIMAL MITIGATION SHALL BE A SURFACE OR PORTLAND
RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED THE
CEMENT CONCRETE PCC WITH A DEEP BROOM FINISH
(THE )ENTIRE
LICENSED
LICENSED LAND SURVEYOR ER
THE REGISTERED CIVIL ENGINEER AS
,
REQUIRED BY THE LAND SURVEYOR'S ACT.
RV
PERPENDICULAR TO DIRECTION OF TRAVEL, OR
3. ALL OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL BE
EQUIVALENT, TO ENHANCE TRACTION THE ENTIRE LENGTH OF THE
INSTALLED UNDERGROUND.
GRADE.
4. BMPS ARE TO BE PRIVATELY MAINTAINED AND SHALL NOT BE MODIFIED OR
15% CONTINGENCY
PROPOSED IMPERVIOUS AREA
LOT
IMPERVIOUS
AREA
(DESIGN)
AS -BUILT
MAX
IMPERVIOUS
AREA
CREDIT
i!
5,429
5,'j�q
5. ALL EXISTING VEGETATION ON SITE ARE TO BE REMOVED.
6,411
2
6,503
6,503
7,681
¢ to O
a `�
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCfA) SHALL BE ALLOWED. DCiA
o
8,194
el
4,679
1 y,lSW
1
TOTAL
-5,525
1 27,812
4. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION
REMOVED WITHOUT A PERMIT FROM THE CITY, PER SWMA.
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED
OF Cpl \F
STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS
W
PL
1- 14.00'-- ' - - 14.00' - --1
5. ALL EXISTING VEGETATION ON SITE ARE TO BE REMOVED.
OVER A PERVIOUS SURFACE.)
Q
I
12.00' 12.00'
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
¢ to O
a `�
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCfA) SHALL BE ALLOWED. DCiA
o
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH
DEPARTMENT.°
i
I
AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE
o
¢ -
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED
'
I
CONDITIONS MAY VARY.
IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF
> o
N
AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD
gFtOFESS /0
AREAS, N9-11CH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS AREAS. TURF
Q rn
FL = FLOWLINE
Z%
40 c9AEL q l
AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON
T Q
" -, PCC CURB
�„
��"� ooh Zc
PLANS AND A NOTE PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF
= = U
6 CURB PER PERVIOUS PAVER
WALL
° z
THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT.
_
SDRSD G -1 SECTION
I. ✓V
w
m No. 71651 0
Exp. 12/31/19
,'
�°
ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF
W a
"
8 PVC
EMERGENCY VEHICLES; &
FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
q O m
v
PRIVATE
COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN
"�
20 40
`�y ClV1\ �`a\P
SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION
z Q
4. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION
REMOVED WITHOUT A PERMIT FROM THE CITY, PER SWMA.
BASIN HAS CREDIT FOR 27,812 SO-FT
OF Cpl \F
CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
05 LO J
MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS
5. ALL EXISTING VEGETATION ON SITE ARE TO BE REMOVED.
ABBREVIATIONS
PVT DRIVEWAY
- TYPICAL SECTION
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
¢ to O
a `�
SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE
6. ALL EXISTING STRUCTURES ON SITE ARE TO BE REMOVED
GRADING NOTE:
DEPARTMENT.°
Z EXISTING UTILITIES SHOWN PER BEST AVAILABLE RECORDS. ACTUAL FIELD
FS = FINISHED SURFACE
SCALE: 1" =10'
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED
4.o. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED
CONDITIONS MAY VARY.
FG = FINISHED GRADE
AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD
BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY;
8. UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON
FL = FLOWLINE
GRAPHIC SCALE 1 " =20'
INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
4.b. S A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN
PLACE 0 PROVIDE A PERMANENT ALL WEATHER SURFACE FOR
IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND
TW = TOP OF WALL AT FINISHED GRADE
SD G&E NOTE:
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
EMERGENCY VEHICLES; &
FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING
BW = BOTTOM OF WALL AT FINISHED GRADE
ANY EXCAVATION WITHIN 5 FEET OF A POWER POLE REQUIRES SDG &E APPROVAL 0
PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A
60
20 40
4.c. LL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF
GF = FACE OF GARAGE ELEVATION
STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS
ACCEPTED BY HE FIRE DEPARTMENT AND APPLICABLE WATER
WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN
EG = EXISTING GRADE
OBTAINED.
DISTRICT.
LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY.
:HANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
I
MO®I WALL REVi4i
DESCRIPTION: ?NC 1024 2.5 DISC IN
INT.
DATE
PLANS
PREPARED UNDER SUPERVISION OF
RECOMMENDED: APPROVED:
GRADING PLAN FOR:
P 1 F-F LIPUA•TE
8
JIL,
SIDEWALK SE QUADRANT LEUCADIA BLVD
T.z-
DATE. �> 19
964 URANIA AVE
r1
LOCATION : 37' EASTERLY OF TRAFFIC SIGNAL
BRIA
R 0
DATE
PUBLIC WORKS
_
AAa
13499-6
- U L
RECORD FROM: RECORD OF SURVEY NO.
PLANNING
11
URANIA 4, LLC
1
18416
H -I
R.C.E. NO.: 71651
JE E WEN CHRISTOPHER L. M GDOSKU
ELEVATION: 178.543'
NGINEER
DATE
REVIEWER
a IY
BRIA M.
ARDOLINO
3 -5 2olS�'
APN: 254 - 363 -10 & 13
DATUM: NA VD88
$IL
INSPECTOR
I
EXP.: 12 -31 -19
DATE DATE
16 -156 7PM
-SHEET 2 Of 1
PLSA 4
EG 167
SCALE: 1"--20'
I SUBDIVISION
(BOUNDARY
I
SUBDIVISION
BOUNDARY
SEC TI ON B
SCALE. 1 " =20'
SUBDIVISION
BOUNDARY
SUBDIVISION
BOUNDARY
SECTION C
SCALE: 1"--20'
24'X24' BROOKS
BOX CATCH BASIN
pL 3'X3' GRATE
WEIR
24"
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
1 6
18" LAYER ENGINEERED SOIL
*SEE NOTE BELOW =) �_
2" LAYER OF 318" GRAVEL I - -�
WATERPROOFING MEMBRANE PER
SOILS ENGINEER
4.3' LAYER OF 314" GRAVEL
* *SEE NOTE BELOW
-, .- L i. TIT
WItiTH PER PLAN --*
AVENUE
now
DROUGHT
TOLERANT
PLANTS (TYP.)
T _ iii'- !__,;_'!i _!s 1 VI
?S ARE TO BE
MAINTAINED AND
BE MODIFIED OR
7THOUT A PERMIT
CITY.
" DRAIN PIPE
VERTICAL SEEPAGE PIT,
SEE DETAIL THIS SHEET
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -607. 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.
** 314" 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.
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED
SURFACE
BIORETENTION DETAIL
NOT TO SCALE
ATTACH TO INSIDE OF STORM DRAIN
STRUCTURE IN FRONT OF SUB -DRAIN
OUTLET. ATTACH WITH TAMPER PROOF
BOLTS AT EACH CORNER, TIP.
SMP SPECIAL- 1MSP6CTio -v
96PoRT PREPARED 8V
��S Li1-0 r_i0urJV
DATED
7- 3-- If, oN FILE.
4" PERFORATED -
PVC INFLOW PIPE
14" DIA. ORIFICE
IE 168.8
- 3" (TYP.)
4 INCH THICK STEEL PLATE,
MIN. SQUARE DIMENSIONS
1.OFT GREATER THAN PIPE
DIA. HOT DIP GALVANIZE
AFTER FABRICATION AND
DRILLING. PLACE
MAX NEOPRENE RING BETWEEN
THE PLA TE AND
STRUCTURE WALL PRIOR TO
ATTACHMENT FOR A WATER
TIGHT CONNECTION
ORIFICE PLATE DETAIL
NOT TO SCALE
HYDROSEED NOTES
1. HYDROSEEDING 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
THE MATERIAL AS APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LOS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNTCA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
Z ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR,
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS
PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART,
FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT
MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO
LESS THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0,
WHTH 157o SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING
BY.
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
OF. 1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM I ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS
FOR GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S
PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A
RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE
ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY
PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT
PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
EROSION CONTROL
ADDITIONAL NOTES
I. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE
COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO
PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. 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 WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G.
CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS
SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS,
SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR
FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE
AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND
ARE APPROVED AS PER PC RES. 2006 -27
LANDSCAPE EFFICIENCY BMP NOTES:
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND
TO DETECT PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN
REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN
HEALTHY PLANT GROWTH
Z FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY
BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WI774 MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS
"HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX
APPLIED WATER ALLOWANCE)
NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS
DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE
COMPLETELY REMOVED AND THE BIORETEN77ON BASINS COMPLETED
ONCE FINAL S17E STABILIZATION IS ACHIEVED, PRIOR TO
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DALZELL AT (858) 922 -854, 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 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS 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 OPERA77ON 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 POTEN77ALLY 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 PROTEC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
LEGEND
-x - -x - -x - - SILT FENCE
GRAVEL BAGS
CONSTRUCTION ENTRANCE
WIDTH AS I
TO ACCT
ANTICIPATED
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP /IMP 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 THE
STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM
WATER POLLUT70N 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 HANDSCAPE,
DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE
TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF
AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON
SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM
THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES
NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE
REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
B. ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL
BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT
PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL
NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND
TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED
WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND
OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY
HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY
SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY- APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT
TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
NOTE
CONTRACTOR TO MODIRY CONSRUC71ON
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A-i /
I1
DITCH
19' RADIUS
20' MIN MIN.
COARSE
AGGREGATE
FILTER
FABRIC
Q
Q
a
ORIGINAL
GRADE
1.1' MIN., UNLESS 07HERMSE
SPECIFIED BY A SOILS ENGINEER
SEC71ON A -A
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
2. STAPLE EXTRA STRENGTH SILT FENCE OR
WIRE FENCING TO 714E POSTS. IF USING
EXTRA STRENGTH SILT FENCE, POSTS ARE
TO BE SPACED CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 GSM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC oI(
IMRE�IF INSTALLED)
SILT FENCE DETAIL
NOT TO SCALE
GRAVEL BAGS OVERLAP
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO PAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAG DETAIL
NOT TO SCALE
TWO LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
INLET PROTECTION
No. 71651
Exp. 12/31/19
GRAPHIC SCALE 1 " =30'
0 30 60 90
CHANGE NO.1
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCJISW OF: UlCHYYIV OF: 1 t rlrUALU Is F:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
1 UMA
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p. tt-t
DESCRIPTION: 7NF 1024 75 DISC IN
SIDEWALK SE QUADRANT LEUCADIA BLVD
LOCATION. 37' EASTERLY OF TRAFFIC SIGNAL
RECORD FROM: RECORD OF SURVEY NO.
18416
ELEVATION: 178.543'
DATUM: NAUD88
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TNT.
DAZE
PLANS PREPARED UNDER SUPERVISION OF
DATE. 1•1-IN
"RIAAROOLI R.C.E. NO.: 71651
EXP.: 12 -31 -19
RECOMMENDED: APPROVED:
JESS WE S CHRIST HE L. MA OSKU
- S -ZO /R
DATE �� DATE
EROSION CONTROL PLAN FOR:
964 URANIA AVE
URANIA 4, LLC
APN: 254 - 363 -10 & 13
16 -156 TPM
13499't�
PUBLIC WORKS
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GENERAL NOTES
1. REFERENCED STANDARDS
ASTM C1372 -04e2 STANDARD SPECIFICATION FOR SEGMENTAL
RETAINING WALL UNITS
ASTM C140 -07 SAMPLING AND TESTING CONCRETE
MASONRY UNITS
ASTM C145 -85 SOLID LOAD BEARING CONCRETE MASONRY
UNITS
ASTM D1557 -12 COMPACTION CHARACTERISTICS OF SOIL
USING MODIFIED EFFORT
ASTM D3034 -06 PERFORATED PVC DRAINAGE PIPE
ICC NO. ESR 2113 FOR KEYSTONE WALLS
ASTM D2339- 98(2004)
ASTM D3498 -03
ASTM D572 -04
2. MATERIAL DELIVERY, STORAGE, AND HANDLING
CONTRACTOR SHALL CHECK MATERIALS UPON DELIVERY TO
ASSURE THAT PROPER MATERIALS HAVE BEEN RECEIVED AND ARE
NOT DAMAGED. CONTRACTOR SHALL PROTECT MATERIALS FROM
DAMAGE DURING STORAGE AND HANDLING AND SHALL PREVENT
CONTACT WITH MUD, WET CONCRETE, CHEMICALS, OR ADHESIVES.
DAMAGED MATERIAL SHALL NOT BE INCORPORATED INTO THE
RETAINING WALL STRUCTURE.
3. REQUIRED SUBMITTALS
A. LIST OF ALL PRODUCTS PROPOSED FOR USE.
B. PRODUCT SAMPLES.
C. CURRENT MANUFACTURER'S MATERIAL AND INSTALLATION
SPECIFICATIONS.
4. QUALITY CONTROL
COMPACTION TESTING AND OBSERVATION DURING EARTHWORK
OPERATIONS WILL BE PROVIDED BY THE PROJECT GEOTECHNICAL
ENGINEER.
MATERIALS
5. MASONRY WALL UNITS
MASONRY WALL UNITS SHALL BE KEYSTONE UNITS: STANDARD III UNIT
MEASURING 18 "W X 18 "D X 8 "H. WALL UNITS SHALL BE
MANUFACTURED IN ACCORDANCE WITH ASTM C1262 -07,
ASTM C1372 -04e2 AND ASTM C140 -07. WALL UNIT CONCRETE SHALL
HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND
SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 6 TO 8 %.
6. CONNECTING PINS
WALL UNIT CONNECTING PINS SHALL BE 2' DIAMETER
NON - CORROSIVE FIBERGLASS RODS WITH A MINIMUM FLEXURAL
STRENGTH OF 128,000 PSI SHORT BEAM SHEAR OF 6,400 PSI.
7. CAP ADHESIVE
CAP ADHESIVE SHALL BE SRW VOC RETAINING WALL AND PAVER
ADHESIVE OR APPROVED EQUIVALENT CONFORMING TO
ASTM D2339- 98(2004), ASTM D572 -04 AND ASTM D3498 -03:
8. LEVELING PAD
LEVELING PAD MATERIAL SHALL BE 4' MINUS CRUSHED ROCK
SAND EQUIVALENT (S.E.) >40.
9. UNIT FILL
UNIT DRAINAGE FILL SHALL CONSIST OF CLEAN 1" (25 MM) MINUS
CRUSHED STONE OR CRUSHED GRAVEL MEETING THE FOLLOWING
GRADATION TESTED IN ACCORDANCE WITH ASTM D -422:
SIEVE SIZE PERCENT PASSING
1" (25 mm) 100
a' (19 mm) 75-100
No. 4 (4.75 mm) 0-10
No. 50 (300um) 0 - 5
10. REINFORCED BACKFILL
REINFORCED BACKFILL SHALL BE FREE OF DEBRIS AND MEET THE
FOLLOWING GRADATION TESTED IN ACCORDANCE WITH ASTM D422:
SIEVE SIZE PERCENT PASSING
2 inch (50 mm) 100
314 -inch (19 mm) 100 -75
No. 40 (425 um) 0 -60
No. 200 (75 um) 0 -35
PLASTICTY INDEX(PI) <15 and LIQUID LIMIT <40 per ASTM D -4318.
11. GEOGRID REINFORCEMENT (IF REQUIRED)
GEOGRID SHALL BE POLYMER COATED WOVEN POLYESTER
FABRICATED FOR EARTH REINFORCEMENT. GEOGRID SHALL BE
TENSAR TPG 60. SUBSTITUTE EQUIVALENT GEOGRIDS SHALL
BE APPROVED BY THE ENGINEER. A HIGHER STRENGTH GEOGRID OF
THE SAME MANUFACTURER MAY BE SUBSTITUTED WITHOUT
QUESTION.
12. DRAINPIPE
DRAIN PIPE SHALL BE 4" PERE SDR 35 PVC OR TRIPLE WALL OR
EQUAL DRAIN INSERTED INTO DRAIN - SLEEVE FILTERSOCK, ENCASED
IN 1" MINUS CRUSHED ROCK. LOCATE DRAINS AS LOW AS POSSIBLE
AND EITHER DAYLIGHT OR CONNECT TO SITE STORM DRAIN SYSTEM.
13. FILTER FABRIC
WHEN A FILTER FABRIC GEOTEXTILE SEPARATOR IS REQUIRED
MIRAFI 140NC, TERRATEX N04.5 OR EQUIVALENT SHALL BE USED TO
CONTAIN THE DRAINAGE ROCK.
CHANGE NO. I DESCRIPTION I APPROVED I DATE
EXECUTION
14. EXCAVATION
CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN
ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE
CAREFUL NOT TO DISTURB EMBANKMENT MATERIALS BEYOND
LINES SHOWN.
15. FOUNDATION SOIL PREPARATION
EXCAVATED FOUNDATION SHALL BE OBSERVED AND APPROVED BY
THE SOILS ENGINEER TO CONFIRM THAT THE ACTUAL FOUNDATION SOIL
CONDITIONS ARE CONSISTENT WITH CONDITIONS ASSUMED FOR
DESIGN AND IDENTIFIED IN THE REFERENCED GEOTECHNIAL REPORTS.
UNACCEPTABLE FOUNDATION SOILS SHALL BE REMOVED
AND REPLACED WITH APPROVED COMPACTED BACKFILL MATERIAL.
FOUNDATION SOIL SHALL BE PROOF ROLLED PRIOR TO FILL AND
GEOGRID PLACEMENT.
16. LEVELING PAD INSTALLATION
LEVELING PAD MATERIALS SHALL CONSIST OF WELL GRADED ROCK
04" MAX SIZE), 6" MIN THICKNESS ON COMPACTED ENGINEERED FILL.
DIMENSIONS SHOWN ON CONSTRUCTION DRAWINGS.
FINISHED LEVELING PAD SHALL HAVE A SMOOTH LEVEL SURFACE
TO PROVIDE COMPLETE SUPPORT THE FIRST COURSE OF RETAINING
WALL UNITS.
IAIII&I101W-11 0 0
THE FIRST COURSE OF CONCRETE WALL UNITS SHALL BE CHECKED FOR
LEVELNESS AND ALIGNMENT AND TO ENSURE THAT UNITS ARE IN FULL
CONTACT WITH LEVELING PAD. UNITS SHALL BE PLACED SIDE BY SIDE FOR
FULL LENGTH OF WALL. ALIGNMENT MAY BE ACCOMPLISHED BY MEANS OF A
STRING LINE OR AN OFFSET FROM BASELINE. INSTALL FIBERGLASS
CONNECTING PINS. CONTRACTOR MAY STACK KEYSTONE UNITS
VERTICALLY IN ROWS BETWEEN GEOGRID LAYERS, BUT NO MORE THAN 3
KEYSTONE UNITS BEFORE FILLING WITH UNIT FILL MATERIAL. FILL ALL
VOIDS WITH UNIT FILL MATERIAL. SINCE THE UNIT FILL IS A DRAINAGE
MATERIAL AND SELF COMPACTING, NO COMPACTION IS REQUIRED. SWEEP
ALL EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT COURSE(S).
ENSURE WALL UNITS OF EACH COURSE ARE COMPLETELY FILLED WITH UNIT
FILL MATERIAL AND THAT THE BACKFILL HAS BEEN PLACED AND
COMPACTED PRIOR TO PROCEEDING TO NEXT COURSE(S). ENSURE THAT
CONNECTING PINS PROTRUDE A MINIMUM OF 1" INTO NEXT COURSE. TWO
PINS ARE REQUIRED PER UNIT. PULL UPPER UNIT FORWARD TOWARD THE
WALL FACE, AGAINST PINS PROTRUDING FROM THE LOWER COURSE TO
ACHIEVE CORRECT UNIT SETBACK SHOWN ON THE CONSTRUCTION
DRAWINGS. WHERE THE WALL CHANGES ELEVATION, UNITS SHALL BE
STEPPED WITH GRADE OR TURNED INTO THE EMBANKMENT WITH A CONVEX
RETURN END. PROVIDE LEVELING PAD FOR UNITS IN AREA OF CONVEX
RETURN END. EVERY COURSE OF WALL UNITS SHOULD BE CHECKED FOR
LEVELNESS WITH MINOR SHIMMING DONE EVERY COURSE OR TWO, OR AS
NEEDED TO INSURE THAT THE UNITS REMAIN TRUE TO DESIGN BATTER.
SHIMMING MATERIAL SHOULD BE SOMEWHAT FLEXIBLE, SUCH AS 1/4" NYLON
ROPE, TO COMPRESS SLIGHTLY AND DISTRIBUTE LOAD EVENLY WHILE
AVOIDING HARD MATERIALS WHICH CAN CREATE LOAD CONCENTRATION
POINTS.
18. CAP INSTALLATION
CONSTRUCTION ADHESIVE SHALL BE USED TO PROVIDE PERMANENT
CONNECTION OF CAPS TO WALL UNITS. APPLY ADHESIVE TO TOP
SURFACE OF LOWER COURSE PRIOR TO PLACING CAP UNIT INTO
POSITION. PLACE KEYSTONE CAP UNITS OVER CONNECTING PINS
PROJECTING FROM UNITS BELOW. PULL FORWARD TO CORRECT
SETBACK POSITION. BACKFILL AND COMPACT TO FINISH GRADE.
19. GEOGRID INSTALLATION (IF REQUIRED)
GEOGRID SHALL BE PLACED AT THE LOCATIONS AND ELEVATIONS
SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY
THE ENGINEER. GEOGRID SHALL BE ORIENTED WITH THE HIGH
STRENGTH DIRECTION (ROLL DIRECTION)'PERPENDICULAR TO THE
RETAINING WALL ALIGNMENT. CORRECT ORIENTATION OF THE
GEOGRID SHALL BE VERIFIED BY THE CONTRACTOR. THE GEOGRID
SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND
CONNECTED TO THE CONCRETE WALL UNITS BY HOOKING GEOGRID
OVER CONNECTING PINS. GEOGRID SHALL BE PULLED TAUT AND
ANCHORED WITH SOIL STAPLES OR NAILS 6'0.C. EACH WAY TO MAINTAIN
TAUTNESS DURING BACKFILL AND COMPACTION. FOLLOW MANUFACTURER
GUIDELINES REGARDING OVERLAP REQUIREMENTS.
20. BACKFILL PLACEMENT
BACKFILL MATERIAL SHALL BE PLACED IN 8" - 12" LIFTS, AS COORDINATED
WITH THE GEOTECHNICAL ENGINEER AND COMPACTED TO
MINIMUM 90% OF MAXIMUM DRY DENSITY DETERMINED PER
ASTM D1557 -12. MOISTURE CONTENT OF BACKFILL SHOULD BE AT OR
SLIGHTLY ABOVE OPTIMUM MOISTURE CONTENT. ONLY HAND - OPERATED
COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN S OF THE FACE
OF THE RETAINING WALL UNITS AND ANY NUCLEAR COMPACTION TESTING
SHALL NOT BE PERFORMED WITHIN THIS ZONE WHERE INCONSISTENT
RESULTS WILL OCCUR. BACKFILL SHALL BE PLACED FROM THE
WALL REARWARD INTO THE EMBANKMENT TO ENSURE THAT THE
GEOGRID REMAINS TAUT. BACKFILL SHALL BE LEVEL SUCH THAT ANY
SHALLOW DEPRESSIONS AND HUMPS DO NOT EXCEED 6" IN DEPTH OR
HEIGHT. BACKFILL SHALL BE PLACED, SPREAD AND COMPACTED IN SUCH A
MANNER TO MINIMIZE THE DEVELOPMENT OF SLACK OR LOSS OF
PRE- TENSION OF THE GEOGRID. TRACKED CONSTRUCTION EQUIPMENT
SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. A MINIMUM
UNCOMPACTED BACKFILL THICKNESS OF 6" IS REQUIRED PRIOR TO
OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF
TRACKED VEHICLES SHALL BE KEPT TO A MINIMUM TO PREVENT TRACKS
FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. RUBBER -TIRED
EQUIPMMENT MAY PASS OVER GEOGRID REINFORCEMENT AT SLOW SPEEDS,
LESS THAN 10 MPH. AVOID SUDDEN BRAKING AND SHARP TURNING.
= T=l ki Is] MIITi Ell N
QUADRANT LEUCADIA BLVD
LOCATION: 37' EASTERLY OF 77?AMC SIGNAL
RECORD FROM: RECORD OF SURVEY NO. 18416
ELEVA710N: 178.543'
DATUM: NAVD88
7"IETAINING WALL PLAIN,
SCOPE OF WORK
ONE KEYSTONE WALL RETAINING AT 964 URANIA AVENUE, ENCINITAS, CALIFORNIA.
WALL NO. LINEAR FEET SQUARE FEET
1 186 1600
SPECIAL INSPECTION SHOULD BE PERFORMED BY THE ONSITE REPRESENTATIVE OF THE PROJECT'S GEOTECHNICAL FIRM
STATEMENT OF SPECIAL INSPECTION (SPECIAL CASES PER 1704.15 & ESR - 2113.4.3)
SPECIAL INSPECTION MUST BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1704.5 (IBC AND IRC) AND CBC 2016 AS APPLICABLE. THE INSPECTOR'S
RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING
1. THE MODULAR CONCRETE UNIT DIMENSIONS.
2. KEYSTONE UNIT IDENTIFICATION COMPLIANCE WITH ASTM C1372 -04E2, INCLUDING COMPRESSIVE STRENGTH AND WATER ABSORPTION, AS DESCRIBED IN
SECTION 3.1 OF ESR -2113.
3. EXCAVATION FOR FOUNDATION, SUBGRADE CONDITION PRIOR TO LEVELING PAD PLACEMENT.
4. FOUNDATION PREPARATION: SOIL TYPE, CLASSIFICATION, SHEAR STRENGTH PARAMETERS AND COMPACTION FOR SUBGRADE.
5. OBSERVE PLACEMENT & SEATING OF GRAVEL LEVELING PAD.
6. KEYSTONE UNIT PLACEMENT, INCLUDING PLACEMENT OF ALIGNMENT PINS (SEE DRAWING, ACTUAL BATTER BY SURVEY OR CIVIL).
7. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT.
8. BACKFILL PLACEMENT AND COMPACTION: SOIL TYPE, CLASSIFICATION, SHEAR STRENGTH PARAMETERS AND COMPACTION FOR BACKFILL.
9. COMPACTION OF BACKFILL TO 90% OF MAXIMUM DRY DENSITY PER ASTM D1557 -12.
10. SOIL TYPE TO MEET MINIMUM DESIGN REQUIREMENTS.
11. DRAINAGE PROVISIONS, INCLUDING SUB -DRAIN PLACEMENT.
12. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS.
13. PROVIDE REPORT AT THE COMPLETION OF WALLIS).
DESIGN PARAMETERS FOR KEYSTONE WALL DESIGN
MINIMUM SOIL PROPERTIES:
FOUNDATION SOIL: RETAINED SOIL (IMPORT):
REINFORCED SOIL:
(D = 300 cU = 300
( = 300
y =130 PCF 7 =130 PCF
y =130 PCF
c =0PSF c =0PSF
c =0PSF
SEISMIC DESIGN:
PER GEOTECHNIAL REPORT, PGAM = 0.47g
SPECIAL INSPECTION
REPORT PREPARED BY
Geocol• DATED
6 l*\ ON FILE WITH
ENGINEERING DIVISION
SnOCTURAL_ PL.AA/s AA/D
CAWAA.ATforvs 9.16vIEtaE10 BY
ESGIL AV PLAjv CH6Gk #/8-675
A?PRpt,kc,D MACCM 201Y Z018.
RECOMMENDATIONS:
• THE KEYSTONE WALLS SHALL BE CONSTRUCTED WITH FULL SPECIAL INSPECTION ACCORDING TO THE MANUFACTURERS SPECIFICATIONS
AND RECOMMENDED PROCEDURES FOR INSTALLATION OF KEYSTONE BLOCKS, FIBERGLASS PINS, AND GEOGRID REINFORCEMENT.
• THE TEMPORARY EXCAVATION BACK -CUT, GRADING, GROUND IMPROVEMENTS, SUB- DRAIN, AND SURFACE DRAINAGE SYSTEM FOR THE
KEYSTONE WALLS SHALL BE PER THE PROJECT SOILS AND CIVIL ENGINEER'S RECOMMENDATIONS.
• SOILS ENGINEER SHALL REVIEW THE DESIGN PARAMETERS USED HEREIN FOR CONFORMANCE WITH THEIR RECOMMENDATIONS.
• GLOBAL STABILITY HAS NOT BEEN ANALYZED BY OUR FIRM. IF NECESSARY, GLOBAL STABILITY SHOULD BE PERFORMED BY THE PROJECT
SOILS ENGINEER AS RECOMMENDED IN SECTION 5.2.7 OF THE NCMA MANUAL. WALLS SHOULD NOT BE CONSTRUCTED WITHOUT THE
APPROVAL OF THE PROJECT SOILS ENGINEER.
• KEYSTONE RETAINING WALL WILL BE CERTIFIED BY EITHER THE ENGINEER OF WORK,GEOTECHNICAL ENGINEER OF RECORD OR THE SPECIAL
INSPECTOR AS BEING CONSTRUCTED PER THE MANUFACTURER'S RECOMMENDATIONS
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ON SITE, AND ANY OTHER LINES OR
STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR
STRUCTURES.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND /OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN
ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
No.33538
Exp. 6-30-2018
-BUILT APPROVALS
-7 3•Il� INt DAW PLANS PREPARED UNDER SUPERVISION OF
DALE PUBLIC MARKS DALE: 4/9/2018
U -L4 -I PLANWG ANICK NO.: 33538
DAZE REWExor SERVIN
INSPECMR (�, EXP.: 13012018
ENGINEERING DIVISION APPROVALS
RECOMMENDED: APPROVED:
JESSE OWENS
DATE
DATE
REFERENCES
KEYSTONE RETAINING WALL SYSTEMS, INC. 2011, KEYSTONE DESIGN
MANUAL AND KEYWALL OPERATING GUIDE.
KEYSTONE RETAINING WALL SYSTEMS, INC., KEYWALL, VERSION 3.7.2
BUILD 10, 2012.
NATIONAL CONCRETE MASONRY ASSOCIATION, DESIGN MANUAL FOR
SEGMENTAL RETAINING WALLS, SECOND EDITION.
2016 CALIFORNIA BUILDING CODE, (CBC 2016)
PASCO LARET SUITER & ASSOCIATES, GRADING PLANS FOR: 964 URANIA
AVENUE, APN 254 - 363 -10 & 13, CAD FILE RECEIVED FEBRUARY 12, 2018.
GEOCON INCORPORATED, GEOTECHNICAL INVESTIGATION, 964 URANIA
AVENUE PROPERTY, ENCINITAS, CALIFORNIA, PROJECT NO. G1942- 32 -01,
FEBRUARY 4, 2016.
ICC
ICC ESR -2113: REPORT FOR KEYSTONE RETAINING WALL SYSTEMS,
REVISED OCTOBER, 2017.
NOTE:
REFER TO GRADING PLANS PREPARED BY PASCO LARET SUITER &
ASSOCIATES FOR FINISHED GRADE ELEVATIONS AND WALL LOCATION. THE
WALL BOTTOM ELEVATION IS BASED ON FINISHED GRADE ELEVATION PLUS
EMBEDMENT REQUIRED FOR THE WALL ANY DISCREPANCY IN WALL
ELEVATIONS SHOULD BE BROUGHT TO OUR ATTENTION.
DRAWING INDEX
5 KEYSTONE WALL NOTES
6 KEY MAP
7 - 8 SECTION & DETAILS
9 KEYSTONE WALL 1 PROFILE
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APN: 254 - 363 -10 & 13
16 -156 7PM KEYSTONE WALL NOTES
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SHEET OF 9
Keystone Wall 1
Sheet 9
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20 10 0 20 40 60
SCALE: 1" = 20'
CONSTRUCTION NOTES
1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY,
PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION.
2. GENERAL CONTRACTOR /DEVELOPER AND HILLSIDE RETAINING WALLS SHALL COORDINATE
THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED
ZONE. HILLSIDE AND SERVIN ENGINEERING BE CONSULTED PRIOR TO ANY
EXCAVATION WITHIN THE REINFORCED ZONE, ALL EFFORTS SHALL BE MADE TO
COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION.
3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE
GRADED TO DRAIN AWAY FROM THE KEYSTONE RETAINING WALL UNTIL FINAL DRAINAGE
SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE
KEYSTONE RETAINING WALL.
CHANGE NO.
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N 89 °48'35" W 413.64' N 89 °4835" W 272.72'
DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS
ADDED SHEET DESCRIP770N: ENC 1024 25" DISC IN SIDEWALK SE /
ks. U ` N °ly QUADRANT LEUCADIA BLVD 1.3•ic
LOCATION: 37' EASTERLY OF 7RAFFIC SIGNAL L DATE PUBLIC MACS
RECORD FROM. RECORD OF SURVEY NO. 18416 p G
ELEV4770N. 178.543' NN• 1
DATUM: NAVD88 DAZE REWEMfR
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hVT° DA7E PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED:
NA
DATE.• 419/2018
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CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
ADWG PLAN FOR. 964 URANIA AVE
URANIA 4, LLC
APN: 254 - 363 -10 & 13
-156 7PM KEYMAP
..
I
•
•
•
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Place Additional Pieces of Geogrid
When Angle Exceeds 20°
Overlapping Geogrid Is Acceptable
FENCE
POST"
Drainage Fill
Note:
1. Check with manufacturer specifications
on correct direction of orientation for
geogrid to obtain proper strength.
2. Drilling additional pin holes into Keystone
units may be necessary align them.
3. Grid reinforcement is to be taut and anchored
6' O.C. each way with soil staples or nails.
Geogrid Installation on Curves
NO SCALE
�i
I, I
�
Cap Unit IIIIIIIIIIIIN �� FILL SLEEVE WITH
IN .1
CONCRETE, Is FENCE
POST.
PM
u ��'•
ICI : REINFORCED
BACKFILL ZONE
SET POSITION OF
SLEEVE IMMEDIATELY
- BEHIND TOPMOST
STANDARD II UNIT.
Standard III
CUT THE GEOGRID FRONT
AROUND THE SLEEVE
SLEEVE -ITTM SYSTEM HALF
AS NECESSARY
COMPACT TO 90% MDD
PER ASTM D1557-12.
VE
V,...i .1v� o, V ul 16"
V
Leveling Pad (1" Minus) Step
Note: NO SCALE
1. The leveling pad is to be constructed of
crushed stone.
1/2" x 5 1/4"
r— :,- - -I - --
Leveling Pad Detail
NO SCALE
SLEEVE -ITT"'
f— 1224R LID
R
=VE HALF
rRUTS
CANTILEVER
BASE
R
Cap Unit Elevation
+
.3
i
Cap Unit Plan
3 -Plane Split
Cap Unit Option
♦ Dimensions &
Availability Will Vary by
Region
Base Leveling Pad Notes:
1. The leveling pad is to be
constructed of crushed stone
2.The base foundation is to be
approved by the site geotechnical
engineer prior to placement of the
leveling pad.
1$" i
'Geogrid is to be Placed on Level
aackfill and E dended Over the
Fiberglass Pins. Place. Next Unit
Standard III Plan Pull Grid Taught and aat ill.
Stake as required.
Standard III Unit Grid & Pin Connection
*Dimensions May Vary
by Region
Block Types Excavation
Limits
NO SCALE
Standard III Unit
Width:
18"
*'Depth:
18"
Height:
8"
*Weight
106 Ibs
6" Crushed Rock
Leveling Pad
Place Post. in Center of
Standard Unit Void
Steel Fence or Railing -
Non- Shrink Grout
/:. Post in Place
Unit Face
p-
�t-
Cap Unit
Width: 18"
*Depth: 10 1/2"
Height: 4"
*Weight: 45 Ibs
Rim
Standard III Unit/Base Pad Isometric Section View
* Dimensions & Weight May Vary by Region
' pi -
���
I■ III
I■°!
Detail B - Fence Section & Plan - Post in Tail of Unit
NO SCALE
Grid Deflections May Vary.
TW per Profile
I
Standard Unit �'
Min. 3' Min. 3 �-
Grid Reinforcement
- _._ °_------ ._._- _ °_ °_- _ --_-
Deflect Grid Around Pipe
......................................
Grid Deflection Under Footing or Other Obstruction
NO SCALE
rounaaron soil
Typical Planting Limits Section
GEOGRID
LtCi �V�
I
N
U
^
ula. 1 ts' ula.
Sleeve -It - Cross Section View
Sleeve -It - Isometric View
"FENCING SYSTEMS APPROVED
FOR USE WITH THE
IA.
NO SCALE SLEEVE -ITTM 1224R ARE LIMITED
TO THE FOLLOWING NO SCALE
N
o
HEIGHTS: CHAIN LINK - UP TO 8 -FT, PRIVACY - UP TO 6 -FT
+
+
(WOODEN, PVC, METAL). POST SIZE 4 "X4" MAX.
'T
I
1.
Seam to be cut in geogrid at Geogri Soil Reinforcement
Detail 13.1 - Fence Post Installation Using Sleeve -It 1224R
11
lilt
111111ull
r
center of pipe. Geogrid can Typical
Planting Limits Plan
NO SCALE
either be cut around or bent NO SCALE
ASSEMBLY & INSTALLATION
Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill
Dia.
2'
Max
up and placed around pipe.
1. General - The Sleeve- ItTM post foundation system shall be purchased and installed by
material above and surrounding the Sleeve -ItTM system must be compacted to a
the retaining wall contractor to facilitate future fence post installation. Contractor shall
minimum of 90% of the material's maximum dry density as determined by ASTAA
Geogrid Soil Reinforcement
verify proper spacing requirements prior to installation.
D1557 -12 (Modified Proctor). Backfill and compaction within three feet of the wall face
2. Assembly & Installation - Refer to instructions provided with units for specific
should be performed with hand operated equipment as recommended by the National
information related to the assembly of the Sleeve -ItTM system and the correct installation
Concrete Masonry Association (NCMA) SRW guidelines. Care should be taken during
procedure. When the segmental retaining wall has been constructed to two feet from top
the first 6 -8" lift to avoid affecting the integrity of the struts extending back into the
not including the capstone:
backfill zone.
Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face.
/�
Placing Geogrid Around Pipe
The prepared area should be 24" below the proposed top of wall (not including the cap
Repeat Above Steps for next Sleeve- ItTM unit.
stone).
NO
SCALE
Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical
When installing fencing, posts must be concreted into the Sleeve -ItTM cavity.
upright about 6" from the tail of the block.
Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper
Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side
engagement with the Sleeve -ItTM system. All posts must be on the "inboard" side of the
of the sleeve facing away from the wall face.
vertical portion of the cantilever base. Do not install posts between vertical leg and wall
Step 5: Slip the uncoated end of each strut through the slots located in the back of the
face. Fill cavity completely with concrete. When concrete cures, topsoil or other surficial
sleeve and connect them to the topmost transverse bar on the vertical leg inside the
cover may be placed over the Sleeve -ItTM system to create final, finished appearance.
sleeve. Connect the coated ends of the struts to the coated base portion of the steel
cantilever on the second transverse bar from the rear of the base.
The Sleeve- ItTM product shall be evenly spaced no farther apart than 10 feet on centers
Step 6: Reposition the entire system as needed by lifting it using the top transverse bar
in any case. Use of the Sleeve -ItTM system is limited to the following fencing
of the vertical portion of the steel cantilever inside the sleeve after assembly. Make sure
applications:
the wall batter for any remaining courses of block is accounted for when positioning the
- 8 -foot high and under chain link fences
Sleeve -ItTM in its final location.
- 6 -foot high and under wood fence with gaps between boards
Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in
- 6 -foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences.
place with the handle perpendicular to the wall face. Use the handle as the center line
For other fencing systems specifically not meeting these criteria, contact Advanced
measuring guide to ensure that the next Sleeve- ItTM is placed with the proper spacing
Hardscape Solutions LLC to determine suitability. 1 (866) 843 -0500 or email
requirements as directed by the fence specifications.
info @advancedhardscape.com
Step 8: When installing geogrid around the Sleeve -ItTM system, slit the goegrid
perpendicular to the wall face just enough to fold around the sleeve ensuring that the
ALL material may be subject to site testing for compliance to the above specifications.
grid is properly attached to the wall face everywhere with the exception of where the
sleeve is. This method is acceptable by geogrid manufacturers when obstacles such as
fence post foundations are present.
No.33538
Exp. 6 -30 -2018
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS i UL�)lUNLL) LIT: UKAWN f7T: UilitU er
1 ADDED SHEET DESCRIPTION: ENC 1024 25" DISC IN SIDEWALK SE IN T. DATE PLANS PREPARED UNDER SUPERVISION OF
F& IWSLf Cc 0 (A Iill QUADRANT LEUCADIA BLVD
LOCATION: 37' EASTERLY OF TRAFFIC SIGNAL ` DAZE PUBLIC MARKS AA DATE 4�9�2018
RECORD FROM. RECORD OF SURVEY NO. 18416 6 PLANIM 1ELEVA 770N. E• �I
178.543' - IK -1 1 RENEMER E$ NICK SERUIN R.C.E. NO.: 33538
DATUM: NAVD88 VEER DATE
INSPECTOR EXP.: 613 012 0 1 8
it/0.J sN%°T'
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
RECOMMENDED: APPROVED: GRADING PLAN FOR: 964 URANIA AVE
;,,o- URANIA 4, LLC
JESSE OWENS TOPHER L. AGDOSKU APN: 254 - 363 -10 & 13
Y/11 A SECTION & DETAILS
DATE DAr 16 -156 TPM
to 1
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SHEET 7 OF 9
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� II I � IIII I I
EREINFORCED BACKFILL _
II =11 -� III.
— III —III— i i i
GEOTEXTILE SEPARATOR
1 /2" INSULATION BOARD OR
MODULAR BLOCKS POLYFOAM EXPANSION MATERIAL
OR EQUIVALENT
Modular Block /Conc. Abutment 1E
Vertical Settlement Joint Detail
NO SCALE
CHANGE NO. I DESCRIPTION I APPROVED I DATE I BENCHMARK
SHEET
QUADRANT LEUCADIA BLVD
LOCATION: 37' EASTERLY OF TRAFFIC SIGNAL
RECORD FROM. RECORD OF SURVEY NO. 18416
ELEVATION: 178.543'
DATUM. NAVD88
Wall & Footing
Per Separate
Plan
I
FIG 170.45
AS -BUILT APPROVALS
aVi11:'114X�j
TW 174.40
Keystone Cap Unit
Cap Unit Secured with
Kapseal Adhesive or equal
Near Vertical Batter
Front Pin Alignment
FS 176.00
2:1 Slope Max.
"NOTE: SUBDRAIN OUTLET ELEVATIONS AND LOCATIONS SHOULD BE
VERIFIED BY AND COORDINATED WITH THE PROJECT'S CIVIL AND SOILS
ENGINEERS. ANY STORM DRAIN SYSTEMS AND /OR TIE -IN LOCATIONS NEED
TO BE DISCUSSED WITH HILLSIDE BEFORE WALL CONSTRUCTION.
CONNECTION TO BE PERFORMED BY OTHERS.
HILLSIDE RETAINING WALLS IS NOT RESPONSIBLE FOR ANY
DISCREPANCIES BETWEEN THE GRADING PLAN, FIELD CONDITIONS AND
THESE SEGMENTAL RETAINING WALL PLANS. ANY DISCREPANCIES SHOULD
BE BROUGHT TO HILLSIDE'S ATTENTION AS SOON AS POSSIBLE SO THAT A
RESOLUTION CAN BE FOUND. ENGINEERING AND /OR CONSTRUCTION
FEES MAY APPLY TO CHANGES DUE TO THESE DISCREPANCIES.
DRAINAGE & UTILITIES IN THE GRID ZONE
••'�• l i R • • ` • • - +
REPAIR DAMAGE,
T above top -
of basin -
_
FIG 172.40
Tensar TPG60 11.5' Length
24" Deep Unit Reinforced Soil
Drainage Fill for Entire _ 130 "cf
-- •• Tensar TPG60 8.5' Length • —• —•— y p
Height of Wall. (3/4"
-- Crushed Rock or
- Stone - Compact to 90% Min.
- See Drainage Detail C per ASTM D1557 -12 t I i, —,,,_
1 g
I _ - _ -- Tensar TPG60 8.5' Length Retained Soil �I
1 i Standard III Unit II —I III —III:
y 130 pcf � El
�_.- -- =- - --
Basin details ;;III ;,III -11 _ I1 =1i =illll —III -'
n —ITI.
-- per Civil Plan =
- •- Tensar TPG60 8.5' Length • - - -•-
1111:. 1111 !Ill — •
Min 0.5' below
bottom of basin
4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN INSERTED
• INTO FILTER SOCK, ENCASED IN 4' CRUSHED ROCK
BEHIND BLOCK. LOCATE DRAINS AS LOW AS POSSIBLE
I BW 165.73 AND CONNECT TO 24" VERTICAL SEEPAGE PIT.
lit -1i 1 -111
-1 I I -1 I -1 I I
II' Foundation Soil
(D = 30o I I —I I I
4" Compacted Crushed 11 -1 7 = 130 Pct � �
Stone Leveling Pad I11- — — — III -I I �I I I
6" Minimum Thickness =,III= III =1T(- III= 1T= 1��111 =III -'
E l i-
SECTION A -A
WALL 1 @STA 10 +36.00
Standard III Units - Front Pins
(SEE SHEET 9)
SCALE 111=211
No.33538
Exp. 6 -30 -2018
CIVIL /.
DESIGNED BY. I DRAWN er I CHECKED eY. ENGINEERING DIVISION APPROVALS
7A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED:
DATE.• 912018 n AA&
R.C.E. NO.: 33538 JESSE OKENS CHRI TOPH R L MAGDOSKUR L MAGDOSKU
43 NICK SER�IN ��a�i8
EXP.: 6/30/ 2018 DATE DATE
n/Q,v S-W.6 -r
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DING PLAN FOR: 964 URANIA AVE
URANIA 4, LLC
APN: 254 - 363 -10 & 13
156 TPM SECTION & DETAILS
EN
ry
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ABUTMENT
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O
1 /2" INSULATION BOARD OR
MODULAR BLOCKS POLYFOAM EXPANSION MATERIAL
OR EQUIVALENT
Modular Block /Conc. Abutment 1E
Vertical Settlement Joint Detail
NO SCALE
CHANGE NO. I DESCRIPTION I APPROVED I DATE I BENCHMARK
SHEET
QUADRANT LEUCADIA BLVD
LOCATION: 37' EASTERLY OF TRAFFIC SIGNAL
RECORD FROM. RECORD OF SURVEY NO. 18416
ELEVATION: 178.543'
DATUM. NAVD88
Wall & Footing
Per Separate
Plan
I
FIG 170.45
AS -BUILT APPROVALS
aVi11:'114X�j
TW 174.40
Keystone Cap Unit
Cap Unit Secured with
Kapseal Adhesive or equal
Near Vertical Batter
Front Pin Alignment
FS 176.00
2:1 Slope Max.
"NOTE: SUBDRAIN OUTLET ELEVATIONS AND LOCATIONS SHOULD BE
VERIFIED BY AND COORDINATED WITH THE PROJECT'S CIVIL AND SOILS
ENGINEERS. ANY STORM DRAIN SYSTEMS AND /OR TIE -IN LOCATIONS NEED
TO BE DISCUSSED WITH HILLSIDE BEFORE WALL CONSTRUCTION.
CONNECTION TO BE PERFORMED BY OTHERS.
HILLSIDE RETAINING WALLS IS NOT RESPONSIBLE FOR ANY
DISCREPANCIES BETWEEN THE GRADING PLAN, FIELD CONDITIONS AND
THESE SEGMENTAL RETAINING WALL PLANS. ANY DISCREPANCIES SHOULD
BE BROUGHT TO HILLSIDE'S ATTENTION AS SOON AS POSSIBLE SO THAT A
RESOLUTION CAN BE FOUND. ENGINEERING AND /OR CONSTRUCTION
FEES MAY APPLY TO CHANGES DUE TO THESE DISCREPANCIES.
DRAINAGE & UTILITIES IN THE GRID ZONE
••'�• l i R • • ` • • - +
REPAIR DAMAGE,
T above top -
of basin -
_
FIG 172.40
Tensar TPG60 11.5' Length
24" Deep Unit Reinforced Soil
Drainage Fill for Entire _ 130 "cf
-- •• Tensar TPG60 8.5' Length • —• —•— y p
Height of Wall. (3/4"
-- Crushed Rock or
- Stone - Compact to 90% Min.
- See Drainage Detail C per ASTM D1557 -12 t I i, —,,,_
1 g
I _ - _ -- Tensar TPG60 8.5' Length Retained Soil �I
1 i Standard III Unit II —I III —III:
y 130 pcf � El
�_.- -- =- - --
Basin details ;;III ;,III -11 _ I1 =1i =illll —III -'
n —ITI.
-- per Civil Plan =
- •- Tensar TPG60 8.5' Length • - - -•-
1111:. 1111 !Ill — •
Min 0.5' below
bottom of basin
4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN INSERTED
• INTO FILTER SOCK, ENCASED IN 4' CRUSHED ROCK
BEHIND BLOCK. LOCATE DRAINS AS LOW AS POSSIBLE
I BW 165.73 AND CONNECT TO 24" VERTICAL SEEPAGE PIT.
lit -1i 1 -111
-1 I I -1 I -1 I I
II' Foundation Soil
(D = 30o I I —I I I
4" Compacted Crushed 11 -1 7 = 130 Pct � �
Stone Leveling Pad I11- — — — III -I I �I I I
6" Minimum Thickness =,III= III =1T(- III= 1T= 1��111 =III -'
E l i-
SECTION A -A
WALL 1 @STA 10 +36.00
Standard III Units - Front Pins
(SEE SHEET 9)
SCALE 111=211
No.33538
Exp. 6 -30 -2018
CIVIL /.
DESIGNED BY. I DRAWN er I CHECKED eY. ENGINEERING DIVISION APPROVALS
7A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED:
DATE.• 912018 n AA&
R.C.E. NO.: 33538 JESSE OKENS CHRI TOPH R L MAGDOSKUR L MAGDOSKU
43 NICK SER�IN ��a�i8
EXP.: 6/30/ 2018 DATE DATE
n/Q,v S-W.6 -r
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DING PLAN FOR: 964 URANIA AVE
URANIA 4, LLC
APN: 254 - 363 -10 & 13
156 TPM SECTION & DETAILS
EN
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Grid Length
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Profile Legend:
PLANVIEW PROVIDED AS A COURTESY BY PASCO LARET & ASSOCIATES TO SHOW WALL
Finished Grade: ..........
.................... ®..........
TensarTPG60: .......................
ALIGNMENT ONLY. PLEASE SEE ITS GRADING PLAN FOR DETAILED INFORMATION.
Grid Length Override:
<o.o' ----------- - - - --4
Standard Ill Unit:
o
QgOFESS/ON
Cap Unit:
m
l
Plan Legend:
6 3 0 6 12 18
o.
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58
w N 3353 m
Standard III Unit:
❑
SCALE: 1" = 6'
o Exp. 6-30-2018 a
Corner Unit:
CIVIL
OF CP��F
Grid Location:
CHANGE NO.
DESCRIP77ON
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
1 DRAWN BY
1 CHECKED BY.•
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
ADDED SHEET
/7
DESCRIP710N. ENC 1024 25" DISC IN SIDEWALK SE
QUADRANT LEUCADIA BLVD
1•Z��_
TNT
DALE
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED: APPROVED:
GRADING PLAN FOR.
964 URANIA AVE
°-
N•1
LOCATION: 37' EASTERLY OF TRAFFIC SIGNAL
��
®AiE
PUEUC �(3
A
—
DATE' ��2018
URANIA 4 LLC
13499 -G
RECORD FROM: RECORD OF SURVEY NO. 18416
ELEVARON. 178.543'
DATUM: NA
(L( �
ME
PLAA C
to j I
A
<� R.C.E. NO.: 33538
NICK SERVIN
JESSE 0WENS CH STOPHE�P L./VAGDOSKU
`///1/8
KEYSTONE
APN: 254 - 363 -10 & 13
WALL 1 PROFILE
(3
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EXP.: 130/2018
DATE DA�
16 -156 TPM
I SHEET 9 OF 9
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