2009-10413 G (Plans) m
RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES
(PART A) RELATIVE TO CONSTRUCTION ACTIVITIES OWNERS NAME: n
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
RYAN ROTSHECK 747 DORIS DR., ENCINITAS, CA 92024 ]
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE (760) 753-7750 S
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, 7p
KNOW WHERE HIS/HER PROPERTY LINE IS. AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING STUCCO, PLASTER AND THE LIKE
INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SITE ADDRESS:
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. C�
DRAINAGE NOTE:
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS 747 DORIS DRIVE, ENCINITAS,
CA 92024 n
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
APN 259-451-04 2
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A
STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT (ryl -5 SIT
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL gL z
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS/PLATES. LEGAL DESCRIPTION; D<
UTILITY NOTE: DISPOSAL OF ANY SUCH MATERIAL.
B. NOTIFICATIONS CONSTRUCTION VEHICLES LOT 118, MAP NO. 7705 IN THE CITY OF ENCINITAS, i0
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. COUNTY OF SAN DIEGO. tP1
WORK TO BE DONE 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM
DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES SANTA FE PR i
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.
ALL MAJOR REPAIRS SHALL BE MADE pt�
A. GENERAL BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE.
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
CONSTRUCTION STANDARDS THE CITY OF ENCINITAS AND THE SAN DIEGO ``
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE g P
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS,
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO O Q
COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
ANY REQUEST FOR REVISIONS THEREFROM A. SEWERS - CSD - (760)-633-2770
INSPECTION. B. GAS & ELECTRIC - SDGE - (760)-438-6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
2. THE SOILS REPORT TITLED "_____NA_-" PREPARED BY _NA___ DATED
C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 WET WEATHER, VICINITY MAP
D. TELEPHONE - SBC BELL - NTS
__NERED A AND UPDATE DATED __NA__, PROJECT#__NA___ SHALL BE E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 IONS(760)-11 DIVERSION DIKES
SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
CONSIDERED AS APART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE (760)-806-9809 X-2233
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES.
IN SAID REPORT. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN OWNER'S CERTIFICATE•
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT
REMOVE TREES OR SHRUBS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, UNNECESSARILY; THEY .HELP DECREASE EROSION. IT IS AGREED
THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL (760)- 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED
CIVIL
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST-GROWING ANNUAL AND ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR ADDITIONS TO THESE PLANS WHICH THE CITY
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ENGINEER
DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
`;RADING. D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 2) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE,
ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. THE IMPROVEMENTS
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RYAN ROTSHECK AT (760) WATER USAGE
FOR DUST CONTROL SHALL BE MINIMIZED. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 753-7550, 24 HOURS. RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION ON-SITE CONSTRUCTION MATERIAL STORAGE THE SITE,
EXISTING PRIOR TO GRADING, 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 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO
PREVENT 1 DATE: .°
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS SIGNATURE MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND FACILITATE RAPID CONSTRUCTION
OF TEMPORARY DEVICES WHEN RAIN IS I . RYAN ROTSHECK
MMINENT. WHERE THEY WILL STAY DRY OUT OF THE RAIN CONTRACTOR SHALL
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE.
SURVEYOR. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY APPROVAL OF THE ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF
STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING CONCENTRATED
STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH
REGULATIONS. RAINFALL. SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY ALL TIMES.
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR TRAINING
STATEMENT OF ENGINEER OF WORK
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
RECOGNIZED HOLIDAYS. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE THE
UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
SHALL BE IN
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBI!!TIES ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE
ENGINEER AGREES THAT ANY PLANCHECK OR
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE
MANAGEMENT REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. SHALL BE INCORPORATED HEREON. PREPARED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION SUFFICIENCY OR ADEQUACY
OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARISING SOLELY FROM THE
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO SEEPAGE FROM
DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS/DIKES SHALL BE PLACED AROUND NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE
HAULING OPERATION. FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN WORK PERFORMED BY THE ENGINEER.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH
TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY
/
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND SAN DIEGUITO WATER DISTRICT NOTE TRASH MATERIAL. BY:
- � 1j t)f��•�o„ DATE:
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT --- --- °-�
----------- ----------
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A
MARTELL B. I�NTGO IERY, P.E.
PERMIT NO.�___-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE
MATERIALS MUST BE TAKEN
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO AN APPROPRIATE
LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF
NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL
FREE AT 800 714-1195. FOR INFORMATION COSTA ENGINEERING
SIG GRADED PLAN'. THIS STATEMENT SHALL IF FOLLOWED A THE DATE AND OF THIS PROJECT. ( )
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
22265FARADAY AVE., CARLSBAD, CA 92008 QROFESs/,
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE Expires 6-30-11
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS
AND RECYCLING RECEPTACLES AROUND RCE
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER THE
SITE.
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND ER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEW TO CROSS
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIE ER WATER PORTABLE
TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL No. C-50344
0C WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON DISTRICT. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS ON PERVIOUS * Epp, 6-30-11
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS SURFACES.
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS
OPINION, G'IVIr-
ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST � �
INTENDED USE. GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE Cr
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR
MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. IMPERVIOUS AREA:
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR EXPENSE.
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT ENVIRONMENTAL DATA IMPERVIOUS AREA PRIOR TO
CONSTRUCTION: 3319 SQ FT o
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT 4. UTILITIES TO MAINTAIN MINIMUN 5-FEET SEPARATION WHEN PARALLELING WATER 1) STEEPEST
EXISTING NATURAL SLOPE ON-SITE = 2 1 IMPERVIOUS AREA AFTER CONSTRUCTION: 3319 SQ FT O
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 6' INCREASE
IN IMPERVIOUS AREA: 0 SQ FT rn w
3) MAXIMUM VERTICAL DEPTH OF FILL = 0' n
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS 4) AVERAGE
DEPTH OF CUT = 78 C.Y./ 790 S.F. x 27 = 2.7 Fr BMP Project Status:SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL AND SAN DIEGUITO
GAS AND ELECTRIC VAULTS. 5) AVERAGE DEPTH OF FILL = 0 C.Y./ 0 S.F. x 27 = 0 FT ppS bu1LTS I `3�
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EARTHWORK:
STANDARD �U
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. CUT = 78
FILL = 0 z
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF EXPORT 8 C.Y.C. C.Y. IMPORT C.Y.. 0 C.Y.
wQ N
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL REMEDIAL = 0 C.Y. (0' REMOVAL AND RECOMPACT UNDER AND 0' OUTSIDE
OF PAVED AREAS) �c/L= /�� ? °
BE THE CONTRACTOR'S RESPONSIBILITY I o PLACE. SPREAD, WATER AND rnaa,�,_ f3. NTLioM < SceA4 DATE z
o M
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. Z -
PUBLIC WORK5 PLANNINCx 4 BUILDING PARKS 4 RECREATION SAN DIEGUITO UUATER DI5T. ENCINITAS FIRE PROTECTION DI5T. PERMITS
0-
co
N Li
�7 DR/CDP PERMIT NO. N o
/ SPECIAL USE PERMR NO. N/A
2 _22-1 2 • l8• lO ', -�'��'
TENTATIVE MAP NO. N/A
Eff' DATE. DATE: r BY: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE~ 1/2 y 10
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT im I im I BR APPROVALS CITY
OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
Aeb,3%&,,T POINT ENT DESCRIPTION:1 STATION NAME _ENC-
MONUMENT DESC35 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED GRADING PLAN FOR:
FD. WELL MONUMENT AT CTR CUL-DE-SAC- HORIZONTAL N/A DATE : 12-2-09 747 DORIS DRIVE, ENCINITAS, CA 92024
EAST END OF ORANGE VIEW DRIVE BY: Y: RYAN ROTSHECK
MARTELL B. MONTGOMERY. RE R.C.E. NO.: 50344 APN 259-451 -04
ESTABLISHED BY: HUNSAKER & ASSOC. SAN VERTICAL N/A DATE: 2/z5/ I 0 DATE: `3/TO
ELEVATION: 24 .Z3 DATUM: �IS1�9B EXP. 6-30-11 PLANING CASE NO: _NLA__ (CDP, DR, or other) SHEET
1 OF 2
WATER POLLUTION CONTROL 5M10 DETAILS
LEGEND
GRAVEL BAGS OVERLAP DESCRIPTION SYlIBOL
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN THE POSTS. PROPERTY LINE
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS. EXISTING CONTOUR _.._?
NEW CONTOUR 200
3 FT MIN. 'j j CUT SLOPE (2:1 HA4
FILL SLOPE (2:1 MA4
RUNOFF
r
`07�,�5 4 IN SPOT ELEVATION 336,34
v GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE DRIVEWAY
APPROACH 6-14A
Q ACTS AS SPILLWAY WITH ENDS OVERLAPPED THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
• V!L a ° . c °' GRAVE s BA(55 INTO THE TRENCH. DIRECTION OF FLOW FL
RETAINING WALL
a n • .
� I FILTER FABRIC lilt� •., ..
WIRE LIMITS OF EXISTIhIG PCC CONCRETE
TO GRASS-LIINED SWALE
4 Q 3�•.► PAD POSITIVELY SLOPED
/ • 3!9 2
% 2% U.6. DRAIN PIPE (A5 NOTED)
° a / . r1 _..- -` vie 111 T11111 �I \\� J— il—r
S WR46 4' PEW. PVC SUBDRAIN 51 LT FENGE
335.66 UNDER SIDEWALK DRAIN D-2"1
/
RL J ��— 2' THICK
I/2' ROGiG OVER N.TA
4 a ' /4 D A7 i 5,77 6' THICK, 3/4' ROCK BASE
D 24"
CAI 4 GUTTER 6-2
a ORA55—LINED 5PI
° 000000 4 9n Ntb. SANDBAGS
36.78 SILT lLNCE A . c
NOT 12' CATCH BASIN m
e
0"6.1 IiW 6.17 '
1. DESIGN STRENGTH OF CMU- UPPER STEM:
6.05
Fm • omm "I, MED. WT. BLOCK LEVEL
OS 35,9 G° HORIZ: #4 'e16" O.G. - -
2. MINIMUM CONCRETE COMPRESSIVE V TOPOGRAPHIC NOTE:
Q STRENGTH AT 28 DAYS FOR �� SOLID SGROUT 16 I I O.C. - — — 1 -
a ° ' FOOTINGS St-TALL BE 25mm PSI.
4'-8" ELEVATIONS TIED TO CITY OF ENCINITAS BENCHMA 'E
NC-35'
° s. ALL REFOecNs BARS SHALL MIRAFI NAVD-8 ELEVATION w243.23'
CONFORM TO ASTM A615, LOUDER STEM: 23/4 WATERPROOFING - BOUNDARY TIED TO MAP 'i"105.
ry� ' GRADE 6 0° HORIZ: 44 '�1(o" O.C. TOPOGRAPHIC SURVEY BY SPENCER-LUEY SURVEYING.
,e.5n z " # " �0 858-192-8242
n a . • 3 5, VERT• SOLID GROUT X16 O.C. 3'I DATE OF SURVEY: 9/28/09
WldtSl101fl'AREA 336,32 A I—II — ll Sii — GRAVEL 2 -O
E
NEW RET INING WALL O I 259-390-42 = 1 -2
PROPOSED SLOPE EXISTING SOUSE ; • „
-14-1 DORIS DRIVE • 335,87 'I 3 ' 9 21-211 PL
FF = 33�.-1 FOOTING: FILTER
\ 9.5ft HORIZ: (3) -04 i'-4" 1'-2" I'-g"
TRANSVERSE: 04 616" O.C. 41, PERF. PVC c Eby,
336,34
KEY. (1) -04 4'-31' DRAIN PIPE EXIST.
Q v A L BLDG DIS�O PLI d-
3 4 . SIDE YARD RETAINING WALL
a ° 33 8 , EX RESTORE
n
a TYP. HOUSE SIDEYARD _ 2:1 SLOPE
N.T.S. PL � 4�f D O IL 15
�
• 336,46 I / ,y
4
6,15 a
�
EXIST. MOUSE T£MPORARaY SLOPE
SE 7e•,n 336.23 � \ LEVEL �
2t �� 2% 2%
- - I --►
vATE SLOPE - _ f---
APN 259-451 -05 !" EXPORT
• 336.55 , S HORIZ: "4 616" O.C. MIRAFI = �� I GRADE
V RT: 5" MAS. U1/ "4 61(o" O.C. 23/4' UTATERPROOFING New GRADE
SOLID GROUT NEW RETAINING WALL
• 33 79 33O VIM GRAVEL N �331 '-m" SECTION 1
en 333 n Tl't'. HOUSE SID£YARD d^
NEW 2 334 FOOTING: 50ALE: I = 5' ROFESS/ °a
HORIZ: (2) -*4 �p PCB Moh N
� — TRANSVERSE: *4 616" O.G. $" 12° 1'-try" FILTER
LL
KEG': (1) -04 FABRIC Z
— DMP LANDSCAPE AREA \ 3. 33 2 �yf4 3 -(O" 4" PERF. PVC w > CV
NOT TO BE MODIFIED 33 Nol 6-30-1 w a rn
WITHOUT CITY PERMIT 3 93 { DRAIN PIPE CIVI\- * 5?o M
,49 _
REAR 1'>,4RD RETAINING WALL-( 2 of cAuFo I o
F_
N.T.S. o N
... . .► N s1rFI'yp E 3 ly CA o
�► Ir' E/ �/ A: PROPOSED SLOPE CxR.4pINCa NOTE: ALL ��F AN DISTURBANCE TO is ENTIRELY WITHIN
PROPERT E T S ANTTIICIPATETD AS A �O� DRAIN NOTE: E�UNOFF FROM ALLLRROOOF DRAINS SMALL 01604ARGE SGR SS PERMITS
pq;plsp M (TYI RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, AND LANDSCAPE AREAS PRIOR TO COLLECTION
AND DISCHARGE DR/CDP PERMIT N0.
, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM.
a3 A3 APN 259-451 -20 OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY GRASS AND LANDSCAPE AREAS DESIGNATED
FOR STORM WATER SPECIAL USE PERMIT N0. N/A
S�il�LE I = 10' �T DISTURBANCE ON THE ADJACENT PRIVATE 1'ROF'£tall' THAT HAS NOT 13££N PREVIOUSLY POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT TENTATIVE MAP N0. N/A
or. AUTHORIZED INN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO FROM T14E CITY.
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED IEW166ION IS OBTAINED.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE SPECIAL DI MWr im APPROVALS CI'T'Y OP ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING NO.
A A � _ , ( POINT NO.: 1035 STATION NAME: ENC-35 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP
V D GRADING PLAN FOR:
MONUMENT DESCRIPTION:
FD. WELL MONUMENT AT CTR. CUL—DE—SAC. HORIZONTAL 1"=10' DATE : 12-2-09 n /) 747 DORIS DRIVE, ENCIIWTA3,
CA 92024
FAST END OF ORANGE VIEW DRIVE, BY: 1J/ BY: RYAN ROTSHECK 10413—G
MAI'iTELL B. MONTGOMERY. P.E. R.C.E. NO.: 50344
ESTABLISHED BY: HUNSAKER & ASSOC. SAN VERTICAL 1"=10' DATE: 2- Z/ ULO DATE: 3 8 �� APN 259-451 -04
ELEVATION:243.23 DATUM: NAVD 88 EXP. 6-30-11 PLANING CASE NO: N/A _ (CDP, DR, or other) SHEET
Z OF Z