2015-12647 SG (Plans)RIGHT OF WAY NOTE EROSION CONTROL LEUCADIA WASTEWATER DISTRICT NOTES: WORK TO BE DONE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRIS AND MOLLY BROWN AT 619 778 -8412, 24 GRADING PLANS FOR. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING-
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. ( ) 1. ALL DESIGN, DISTRICT AND SEWER CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA 1• THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND
ISSUANCE OF A WASTEWATER DISTRICT LWD SEWER STANDARDS (LWD STANDARD SPECIFICATIONS 2013) AND TO THE
OWNER TO NOWSWHREroHIS/HR PROPERTY OILINE IS. FEES. IT IS THE RESPONSIBILITY OF THE ATEQUIPMENT IN 1 WORKERS
C CONVENIENT 1 TO IRIL 1). LOCATIONS ALL NECESSARY MATERIALS D C SHALL LION STOCKPILED
TEMPORARY MARKIEWICZ RESIDENCE AND UTHE REGIONAL DRAWINGS, MOST CURRENT EDITIONS. IN THE EEEVENT OF rnCONFLICT,(THEELWD ) 2. CITY OF ENCINITAS STANDARDS.
DRAINAGE NOTE EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. STANDARD SPECIFICATIONS GOVERN.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 2. THE APPROVED PLANS FOR "BROWN RESIDENCE" DO NOT SHOW OR INCLUDE ANY PRIVATE SEWER DESCRIPTION SID. DEWING N0. SYMBOL
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS ENGINEERING INSPECTOR. CITY OF ENCINITAS LATERAL WORK, CONNECTION TO LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER MAIN, OR ANY PUBLIC
1 SEWER CONSTRUCTION AND NO SUCH WORK IS REVIEWED OR APPROVED FOR CONSTRUCTION HEREON. SUBDIVISION BOUNDARY ............. . . ...........
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 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 3. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED CENTER LINE .. -
TO AN APPROVED DRAINAGE FACILITY. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY COUNTY OF SAN DIEGO ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED
PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE EASEMENT LINE . ............................... - - - -
UTILITY NOTE THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS
WHICH MAY ARISE. LOT LINE .... ............................... .
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT X SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. TO THE START OF CONSTRUCTION. PROPOSED PAD ELEVATION .......................... PAD--126
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE LOT NUMBER .. ............................... PARCEL 1
GENERAL NOTES INCORPORATED HEREON. SAN DIEGUITO WATER DISTRICT NOTES: EXISTING CONTOUR (MAJOR) .........................
& GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT Cfs
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS THE CONCLUSION OF EACH WORK DAY. Z 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE EXISTING CONTOUR (MINOR) ......................... _ -- -
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING c STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). EXISTING FENCE . ............................... - - -
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND Ln 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. v 5 TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY EXISTING TREE . ............................... .
2. THE SOILS REPORT TITLED LIMITED GEOTECHNICAL INVESTIGATION FOR MINOR GRADING N C% UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
MITIGATION, EXISTING RESIDENTIAL BUILDING SITE, 1374 ORPHEUS AVENUE, ENCINITAS, CALIFORNIA" STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP Z 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONTOUR (MAJOR) ....................... .
PREPARED BY AWED EARTH TECHNOLOGY DATED 02- 24-16, AND PROJECT/ 16- 114763 SHALL BE NOTES PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN �---�
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE SITE 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND PROPOSED CONTOUR (MINOR) ....................... .
SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. CUT /FILL SLOPE ...................... . ...... .
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY I• FOR STORM WATER POLLUTION D CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES DISTRICT.
OR EASEMENTS SHALL BE REWIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COIJEC110N 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING DAYLIGHT LINE .. ............................... �/ CUT
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR
GRADING. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU11ON CONTROL SHALL NOT BE PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS DIRECTION OF DRAINAGE ........................... -�
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT MODIFIED WITHOUT A PERMIT FROM THE CITY. COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACIU11ES AND /OR TO E GLAUCUS ST UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. TURF OR LANDSCAPED AREAS WITH ADEQUATE GRUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL TURF/LANDSCAPED AREAS. QPo DIEGO GAS AND ELECTRIC VAULTS.
ENGINEER OR A LICENSED LAND SURVEYOR. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA yF 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. STATEMENT OF ENGINEER OF WORK
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE 9 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR AN ADEQUATE IMP/BMP. COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REWIRE ALL MATERIALS TO BE NO -LEAD BRASS
NOR ON OCCUPANCY ATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OURS OF 5:30 P.M. AND 7:30 A.M. A• PERMIT TROM THE CITY MP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT VICINITY MAP 9.. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH PROFESSION. THE ENGINEER FURTHER STANDARDS
AGREES THAT THE PRAC110ES OF THE
PERFORMED HEREIN SHALL BE N
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE NTS CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE 8• ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPRVIUS, FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE OWNER OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL COND111ONS ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY JOHN MARKIEWICZ THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOW) HARMLESS THE CITY OF ENCINITAS AND ITS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED 1374 ORPHEUS AVENUE OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTR IN AND UT. THE ENCLOSURE SHALL BE SELF ENCINITAS, CA 92024 FROM THE NEGUGNT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE (&98) 699 -3349 EMPLOYEES ACTING WITHIN THE CURSE ANp, SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO 12647 -SG HAS BEEN PERFORMED IN SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED OUT OF THE WORK PERFORMED BY THE WNEER.
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A OWNER'S CERTIFICATE
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. IT IS AGREED THAT THE FIELD CONDITIONS MAY REWIRE CHANGES TO THESE PLANS. SIGNATURE: DATE:
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER NOTIFICATIONS DAVID V. CARON
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED CIVIL R.C.E. NO. 70066
FILLS AND BACKFlLLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS 1. THE EXSTNCE AND LOCATION OF UNDERGROUND EXP. DATE: 09/30/16
ND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OUR ESS/p�,
�
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
R KNOWLEDGE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE � �C
GRADING OPERA11ONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR PROPER COMPLETION OF THE IMPROVEMENTS. �o V. c
UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS ARE 9
ACCEPTABLE FOR THEIR INTENDED USE. IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR CIVIL LANDWORKS, CORP. tie o -
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR 110 COPPERWOOD WAY, SUITE P ° Z
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE z No.CO70066
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE OCEANSIDE, CA 92058
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL VERIFICATION AND LOCATION OR UTILITIES AND N011FICAIION OF COMMENCEMENT OF WORK: COMPACTION AND STABILITY OF THE SITE. PH (760) 908 -8745 EXP.09/30/16 ;
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT A. SEWERS - CSD - (760)- 633 -2770 %p C y 11 �P
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 SIGNATU� DATE: �� OFCAt�
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760)- 632 -4642 N MARKIEWICZ
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE D. TELEPHONE - SBC BELL - (760) - 489 -3411
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS E. CABLE N - COX COMMUNICATIONS- (760) - 806 -9809 X -2233 JOHN MARKIEWICZ
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HURS PRIOR TO BEGINNING ANY 1374 ORPHEUS AVENUE
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. ENCINITAS, CA 92024
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (858) 699 -3349
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
15. UT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMO REJECTION AND REMOVAL.
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 IMPERVIOUS AREA
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 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3.046 SQFT
ACCORDANCE WITH THE GRADING ORDINANCE. IMPERVIOUS AREA AFTER CONSTRUCTION: 3.046 SQFT
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, INCREASE IN IMPERVIOUS AREA: 0 SQFT
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 IMPERVIOUS AREA REPLACED: 0 SQFT
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 EARTHWORK DATA
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 STEEPEST EXISTING NATURAL SLOPE ON -SITE = 20 H : 1.0 V
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO MAXIMUM VERTICAL DEPTH OF CUT = 3.8
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE gV V F BMP PROJECT STATUS
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 62 C.Y. FILL = 250 C.Y. Q
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT 89 C.Y. STANDARD
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE = 54 C.Y.
TREE REMOVAL. TIES DO ANY LOSSES DUE TO SH RINKAGE SUBSIDENCE,
PRELIMINARY , OR ANY SPECIAL REQUIREMENTS THAT MAY IT SPECIFIED IN THE cl�I works
PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL
CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF 0an
EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID.
110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058
SHEET INDEX LEGAL DESCRIPTION PH: 760- 908 -8745 . info@civillandworks.com
SHEET NO. 1: TITLE SHEET PARCEL 2 OF PARCEL MAP NO. 1333, FILED IN THE COUNTY RECORDER'S OFFICE SAN DIEGUITO
SHEET NO. 2: GRADING PLAN FEBRUARY 22, 1973, BEING A PORTION OF LOT 2 OF BLOCK "K" OF SOUTH ANNEX, IN FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT
SHEET NO. 3: EROSION CONTROL PLAN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO WATER DISTRICT
MAP THEREOF NO. 1788, FILED IN THE COUNTY RECORDER'S OFFICE, MARCH 29, 1924.
SITE ADDRESS j
1374 ORPHEUS AVENUE % 5•� 9��6 ���� �� 2%/
ENCINITAS, CA 92024 SIGN DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE
APN: 254 - 370 -47
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DVC JAF DVC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
CHCr EA;RTIFWoRK ; REVISE swr 2 2/2711-7 F ENCINITAS PLANS PREPARED UNDER SUPERVISION OF RECOMMEND QO APPR GRADING PLANS FOR:
BENCHMARK 5" 1024
DATE: All. n /1 MARKIEWICZ RESIDENCE 12647 -SG
LOCATION: 2.5" DISC IN SIDEWALK IN THE SE HORIZONTAL: 1" = 10' � l g "(6 � V �
OF INT. OF LEUCADIA AND ORPHEOUS AVE. R.C.E.NO.: 70066 MASIHMAHER GLENN PRUIM 1374 ORPHEUS AVENUE
RECORD FROM: ROS 18416 VERTICAL: 1" = 2' ,'� �'
ELEVATION: 178.543' DAVID CARON DATE DAVID CARON EXP.: 9 -30 -16 -5'/ Z 3 � 16 .� Z
DATE ' 7�d
DATUM: NAVD88 DATE PLANNING CASE NO: N/A DRITPM /CDP SHEET 1 OF 3
rn
a
i -
FOUND 3/4" IRON PIPE WITH DISC, MARKED "LS FOUND 3/4" IRON PIPE WITH DISC, MARKED "LS I
7322," PER ROS 21872. ° 7322," PER ROS 21872.
I I TO BE PROTECTED IN PLA '
\ \ TO BE PROTECTED IN PLACE
\ I I I 1,75'35' 9 "E 188.
137.9 �� ��J oW
/ I % 0FG I NE / I I 135.65FG I 3 I EX. BR INTQ
I I\ I 134.656W �
140.O6TW
I 137.97FG I I I I I I I I I / , \ Lil
137.47BW
I
I
SEPTIC AREA
I 2 4.5R I I I I I I EX. WALL
PROTECT IN PLACE W
3
N
136!OOTW E)(. VATER MAIN 0
I I N I 140.39TW I I 134.00 G I I I I I I I ORIGINAL GRADING PER 7098 —L
137.88FG f I \ \
1�3.00BW v
I 1140.39HP I 137.38BW I I M
0
N I I I I I I I^ I r I a I I I I EX. BDG I I00 I \ \ --
I
4.4% I FF= 11247 �C14
I I I I I I I I I REPIAI ANY PORTION OF
v I i X. D NAGE BRO TCH
� z�l � 1 E
I I I II � � I � I
I \ I 1136.51TW
1134.51FG
I- I 133.5 I I DRAINAGE
DITCH
KEYSTONE CAP UNIT PERPLA
COMPACTED LOW
140.02TW o
PERMEABILITY SOIL
I I I I I KEYSTONE UNIT
137.286W
137 ' . REINFORCED SOIL
_ j
II I I I \
I I I o a \ \ CONNECT INTO � I I \ COMPACTED SOIL
EX. BROWDITCH I I \ KEYSTONE FIBERGLASS PIN I I
I I
(2 PER BLOCK} 1
I I I I I I 3 I WALL 5f4° CRUSHED STIONE
HE H7 j
a� M n � BLOCK SETBACK - I UNIT DRAINAGE FILL � RETAINED 597L}
[u
GEOGRID LENGTH LIMIT OF EXCAVATION
/ — — — — — — — — — — — — \ — d \ r. — — l GEOGRID ITYP 1
FINISHCDGRADt 1I
I / N7538'/48 " E 184.50\ 'F REMOVE EMBEDMENTI t
I- ------- - - - - -I
FOUND 3/4" iIRON PIPE YtIITH DISC, MARKED "LS % I CONNECT EX.
WALL FOUN 4" IRON PIPE WITH DISC, MARKED "LS \ 3'0 PERFORATED DRAIN PIPE
7322," PER ROS 21872. T. CON P. DITCH 2" PER ROS 21872. I LEVELING PAD
TO BE PROTECTED IN PLACE To �pNCREC� �4vY TO BE PROTECTED IN PLACE l \ FOUNDAT10NS0tI
� Glossary
QKEYSTONE UNIT Keystone Compae it or KS Century dinned units Fill cure wdh Slit' clean crustier sione-
KEYSTONE CAP UNIT - a' high cap unit Cap units are secured to upper wall units iirth KapSeal adtsi per mantrfacturer'S reetlmmendatians.
BLOCK SETBACK - Block setback is inmerm ned by the multiple pin tocations in eacit unit as naqutled by Ilse wall geometry, and design.
EMBEDMENT- Embedment rerluired is a fun ct on of wall bektht and tap slope. General reeammendetion is mini^.num ensbredment of 6,
below the grade in front of the wall.
WALL HEIGHT - Wall height is defined as the total wntl height from top of leveling pad to lop of wall.
DRAINAGE DITCH - Drainage drich is required for sloping harkPill.
LIMIT OF EXCAVATION The hmd of excavation is defined as the excavation necessary to install the wall system., liveling pad, aloha W. fill, dii
piste, and the geagfid teinfomemeatwhen required.
LEVELING PAD , Levolmg pad is typim ly constructed of compacted 314' crushed stone± tar gravFl, 6' ,drep and t1' wider than the wait ufets
.. front and t)ac*. Concrete may also be used.
DRAIN PIPE - 3' perforated pipe placed babied boHom of wail to provide additional drainage. Pipe shall be disetlaged to drainage
Swale or Sturm drainage system
UNIT DRAINAGE FILL Drainage tall is a free draining 3f4' crushed store chat is placed within unds and fora litstlarive of a2' behind the wall units.
REINFORCED SOIL - Reinforced Ail oacklill is plaW and compacted in 8'thicit htis to a minimum % maximum dry dansity (ASTM 0159)
willi geuggrid levi included at the design toeawns acid ter yttna;
GEOGRiD • Geognd is Mua[r Mirsgnd 2XT polyester reinforcement. Geogtld lengths are rneasured from the wall face to line end of
reinforcement Geognd is placed on level compacted gackfill and tensioned behind wall prior to backhlkng.
10 0 10 20 FINISHED BACKSLOPE - Finished backsiope shell be impermeable salt to Wevent surface runoff into wall backfitl
KEYSTONE SEGMENTAL BLOCK WALL COMPAC 1181 KS CENTURY UNIT
i__,m�,.m..=_�..�. MA PLATE
GRAPHIC SCALE G�O�R1D Ft�INFt7Ft�GEiI+NAL+� TYat�nL sE�T(t�ti_ ��
SCALE: 1 "= 10' - - � __ - - - -- s�ilsnagrit= ��cla�acccELE��Ia BETTER (0--30'1 ,-
QR�V. CONSTRUCTION NOTES: . R C �
■ r 0 1 CONSTRUCT STACK WALL PER CITADEL RCP BLOCK AND BRICK OR EQUIVALENT. �� z 0 5.5 0 CRE'rE SLAB WITH 3 1v'1
andworks ,,r �,;,' NO FILTER FABRIC REQUIRED - GRAVITY ONLY O G N N4 Q
z No.0070066 �
EXP.09/30/16 02 CONSTRUCT COMPACT II KEYSTONE WITH MIRAGRID 2XT PER MANUFACTURER DESIGN REQUIREMENTS
sT Cfvty �P SEE DETAIL THIS SHEET - NO FILTER FABRIC REQUIRED - GRAVITY ONLY -_
110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 oFCAVF��' r
PH: 760-908-8745 • info @civillandworks.com Q CONSTRUCT CtRAV51- DIra �,l1T'H ! "
OMA"�Oti1RY RLpTAIN1IUL, WALL DER SDR517G-4
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DVG I .IAF DvC ENGINEERING DIVISION APPROVALS CITY OF ENCLNITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
REVISE COA/Sr NorrS ; ADD SLA ItA 4A z DESCRIPTION: CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED- ICAO APP V GRADING PLANS FOR:
BENCHMARK NO. 1024
T MR u e I� a� e, - DATE: ti —/g �d M �� MARKIEWICZ RESIDENCE
LOCATION: 2.5" DISC IN SIDEWALK IN THE SE HORIZONTAL: 1" 10' C
OF OR OF OM: R IA 184 ORPHEOUS AVE. C��CL ai. ZV47 -SG
RECORD FROM: ROS 18416 VERTICAL: 1 " =2' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM 1 374 ORPHEUS AVENUE
ELEVATION: 178.543' f�' S/2 3/1 ,b .'r�2 7z/114 DATUM: NAVD88 DAVID CARON DATE DAVID CARON EXP.: 9-30 -16 DATE DATE I PLANNING CASE NO: N/A DRITPM /CDP SHEET 2 OF 3
PROVISIONAL NON- IRRIGATED
PAD AND SLOPES TO BE HYDROSEEDED PER THE FOLLOWING SLURRY MIX:
1. SEED MIX (PER MIX AS INDICATED)
2. CELLULOSE FIBER MULCH AT 2000 LBS. /ACRE
3. ORGANIC BINDER AT 130 LBS. /ACRE
4. FERTILIZER (0 -30 -0) PLUS 19% POPCORN SULFUR AT 150 LBS. /ACRE
5. UREA FORMALDEHYDE AT 50 LBS. /ACRE
6. SARVON (WETTING AGENT) AT 6 GALLONS /ACRE
10 0 10 20
GRAPHIC SCALE
SCALE. 1 "= 10'
v il Lnandworks
110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058
PH: 760 - 908 -8745 o info @civillandworks.com
r k No.0070066 IN
EXP.09 /30/16 '
ATTACH FA.TER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST —
. ROW
( if MIN.
3oomm
Row
3mMAXIM SPAN rwATTN H
WE SUPPORT FENCE !FlsUmm-b4T"FM'MCa
L OR WOOD Parr
Am) HWH MAX
1501m)
BAUM
TRENCH DETAIL
NO SCALE
Ir MAX
(2251Om)
$IDRAGE HL
if MN.
(3oomm)
DRAM & I
N• (no=)I
INSTALLATION
WrMOUT TRENCHING
NO SCALE
NOTES:
SLT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO Mka#M POINM EFFICIENCY.
INSPECT AND WAR FENCE AFTER EACH STORM EVENT AND RDAOVE SEDIMENT *0
NECESSARY V ("Man) MAXIMUM REOOMMENBEO STORAGE HETCHT.
REMOVED SEDIMENT SHALL BE DEPOSTED TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY SrAK=.
SILT FENCE
NOT TO SCALE
RUNOFF
i
BOTTOM ROW OF BAGS TO BE
SET C MIN. INTO FINISH GRADE
GRAVEL FILLED BAGS DETAIL GRAVEL BAG
STACKED TIGHTLY PLACEMENT
NO SCALE
PLAN VIEW
NO SCALE
GRAVEL SANDBAGS PER CASQA SC -6
1
� /XX �
DITCH TO CARRY
RUNOFF TO A SEDIMENT
TRAPPING DEMCE
�I►a�- - -ate
.I ]] >
IIII III IIIII_L111111
� -
»-
SECTION A—A
SCALE
CONSTRUCTION ENTRANCE PER CASQA TC -1
EROSION CONTROL:
1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT
JOHN AND WILLIAM MARKIEWICZ AT (858j 699 -3349
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES 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
UNCOMPLETED 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
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 (40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES 90% COVERAGE PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
O STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1
2Q GRAVEL BAG PER CASQA SC -6
0 SILT FENCE PER CASQA SE -1
FLOW DIRECTION
SLOPE STABILITY: BONDED FIBER MATRIX, MATS, BLANKETS
GENERAL SITE MANAGEMENT
DESCRIPTION
MATERIAL DELIVERY do STORAGE:
SPILL PREVENTION AND CONTROL
CONCRETE WASTE MANAGEMENT:
SOLID WASTE MANAGEMENT
SANITARY WASTE MANAGEMENT
HAZARDOUS WASTE MANAGEMENT:
7
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DVC JAF DVC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
DESCRIPTION: N INN A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE X40 GRADING PLANS FOR:
BENCHMARK NO. 1024 APPR V
LOCATION: 2.5" DISC IN SIDEWALK IN THE SE HORIZONTAL: 1 " =10' i - DATE:y �j/ MARKIEWICZ RESIDENCE �+�+
OF RECORD OM: RIA 184 ORPHEOUS AVE. _ / -- C R.C.E.NO.: 70066 MASIHMAHER GLENN PRUIM 1374 ORPHEUS AVENUE 12647 -SG
RECORD FROM: ROS 18416 VERTICAL: 1' - 2'
ELEVATION: 178.543' S/Z ,/ f `✓�2 7/G
DATUM: NAVD88 DAVID CARON DATE DAVID CARON EXP.: 9-30 -16 DATE DATA PLANNING CASE NO: N/A DR/TPM /GDP SHEET 3 OF 3