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GENERAL NOTES:
I. 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 REPORT TITLED "PROPOSED ENCINITAS FIRE STATION NO. 2'
PREPARED BY I FIGHTON CONSULTING, INC., DATED MAY 23, 2006, AND
UPDATE JANUARY 7, 2009, P120JECT#600880 -001 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 REPORT.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REOUIRED 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.
7. 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.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A
STRUCTURE FOR F -IUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
THE 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 PREG12ADING
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 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.
II. 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 STATING
'THE GRADING UNDER PERMIT NO. 10417-G HAS BEEN PERFORMED IN
SUBSTANTIAL 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
EXCAVATIONS 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 TO FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURES 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 SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
OF EXCAVATIONS AND ENBANKMENTS 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.
REVISIONS I APPROVED I DATE I REFERENCES
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NOTIFICATIONS:
1. THE EXISTENCE AND LOCATION 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, IHOVVEVE12:
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
NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS E ELECTRIC - SDGE - (760) -438 -6200
C. WATER - SAN DIEGUITO WATER DIST2ICT -1 -800- 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760) -806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND
REMOVAL.
RIGHT OF WAY NOTE:
GOw! 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 AN ISSUANCE OF A STOP WORK
NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY 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 MIN.
OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE
FACILITY.
UTILITY NOTE:
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUNID.
SAN DIEGUITO WATER DISTRICT NOTE:
I. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A
REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR
NON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTU12E WITHIN THE LIMITS OF
THIS PROJECT.
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
UTILITY CROSSINGS 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.
3. 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 FACILITIES MUST MEET CURRENT SAN
DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEY SHALL
BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE
4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGUITO GAS AND ELECTRIC VAULTS.
6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTI-ER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO-LEAD BRASS BE
USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT
JANUARY I, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS,
8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES
SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH
WC -17 OR WC -18.
q. SAGKFLC)W DEV ICE IS NOT REQUIRED FOR 714E kECL -All - I
WATER SYSTEM.
SOILS ENGINEER'S CERTIFICATE
I, WILLIAM D. OLSON, 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 PREVy�y�LE T WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON IMID40fm- AND FOR AN UPDATE ON = ®e�. 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
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS.
4✓I'a"4•a DATE-
WILLIAM D. OLSON 12CE 45283 EXPIRES 9 -30 -12 oQPUFESS,c,,
JOB NO. 600880 -001 ��e� o`P "^ o c <�
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LEIGHTON CONSULTING, INC. a a zS
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3934 MURPHY CANYON ROAD, STE. 8205 k�
SAN DIEGO, CA. 92123
PHONE: (858) 569 -6914 q'F eGa
Underground Service Alert
rm.�Twm
CALL TOIL FREE
1 -800 422 -4133
m voav vas o nv m L BY:
DATE BENCH MARK SCALE
DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39"
LOCATION: TOP OF CURB, N.W. QUAD OF
BIRMINGHAM DR. AND LAKE DR., IN THE HORIZONTAL -
MIDDLE OF RETURN
RECORD FROM: CITY OF ENCINITAS VERTICAL -
ELEVATION: 323.98 DATUM: NAVD 88
PUBLIC WORKS
2 FIRE DEPARTMENT NOTES-
I. NEW HYDRANT SHALL BE A COMMERCIAL TYPE HYDRANT AND
S� CAPABLE OF PROVIDING A MINIMUM OF 2500 GPM.
2. INSTALL TWO -SIDED "BLUE DOT' REFLECTIVE FIRE HYDRANT LEGEND
CARDIFF Q s SITE MARKERS 4' TO 6' FROM CENTER LINE ON HYDRANT SIDE. IMPROVEMENT
B`t-7�1r-SrA O 3. INSTALL "GREEN DOT' REFLECTIVE FIRE DEPARTMENT PROPERTY LINE
CONNECTION MARKER 4' TO 6' FROM CENTER LINE ON FDC SIDE.
Z EXISTING STRUCTURE
< 4. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT
1R THE FOLLOWING HEIGHT(S)- 36 TO 42 INCHES ABOVE FINISHED PAD ELEVATION
GRADE, TO THE TOP OF THE CONNECTION. FINISH FLOOR ELEVATION
nV�'O A. IF AN FDC IS INSTALLED SEPARATE FROM THE EXISTING CONTOUR
s� BACKFLOW /DOUBLE DETECTOR CHECK, IT SHALL BE LOCATED
9
O A MINIMUM OF 5 FEET FROM THE BACKFLOW /DDC VALVE. EXISTING ELEVATION
B. WHEN AN FDC IS ATTACHED TO THE BACKFLOW /DDC, THE PROPOSED CONTOU2
�g FDC MOUNTING HEIGHT SHALL STILL BE 36 TO 42 INCHES MAX.
PACIFIC ABOVE FINISHED GRADE. DAYLIGHT LINE
OCEAN C. IF THE BACKFLOW /DDC IS INSTALLED WITHOUT AN FDC, PROPOSED ELEVATION
BOTH OSEY VALVE HANDLES SHALL BE MOUNTED 36 TO 42
N INCHES ABOVE FINISHED GRADE. CONCRETE PAVEMENT DETAIL
D. BUSHES, TREES AND SIMILAR FOLIAGE SHALL NOT BE 6" CONC. CURB G-1
LOCATED WITHIN A RADIUS OF 5 FEET OF THE FDC OR 6• TYPE G CONIC. CURB E GUTTER G -2
BACKFLOW /DDC VALVE ASSEMBLY. GROUND COVER
LANDSCAPE IS ACCEPTABLE. CONCRETE WALK G -7
THOS. BROS.
PG. 1167, E -2 E. TOP OF STEM FOR BACKFLOW /DDC SHALL NOT EXCEED 48 STORM DRAIN PVC DETAIL
INCHES IN HEIGHT.
VICINITY MAP VV STORM DRAIN RCP/HDPE D -60
NO SCALE 5. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH
DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, CATCH BASIN DETAIL
INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE STORM DRAIN CLEANOUT DETAIL
SITE ADDRESS: LEGAL DESCRIPTION: CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT.
6. THE GRADIENT FOR A FIRE APPARATUS ROADWAY: THIS GRADE VEGETATED SWALE
618 BIRMINGHAM DR. A PORTION OF LOTS A, B. P, Q, R E S IN SHALL NOT EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE TO D.G. WALKWAY
CARDIFF -BY -THE -SEA, CA. 92007 BLOCK 2 OF CARDIFF ACRES, ACCORDING DECLINE) SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL
APN 260 - 317 -II TO MAP NO. 1680 FILED IN THE OFFICE OF MITIGATION SHALL BE THE INSTALLATION OF FIRE SPRINKLER SWALES E FLOW DIRECTION
SAN DIEGO COUNTY RECORDER 12/9/1915. SYSTEMS APPROPRIATE TO THE STRUCTURES AND USES SERVED
AND SURFACE OF PORTLAND CEMENT CONCRETE (PCC), WITH A BROW DITCH D-75
OWNER STATEMENT DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION
OF TRAVEL, OR EQUIVALENT, TO ENHANCE TRACTION THE ENTIRE RIP RAP D -40
DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS LENGTH OF THE GRADE.
SYMBOL
2098 PAD
210.00 FF
-465
i
10.87 TC
O
OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) 7, PLANS FOR FIRE SERVICE UNDERGROUND PIPING SHALL BE I EADWALL D -30 0
ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM- SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL ROOF DRAIN 0)
WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE PRIOR TO PERMIT ISSUANCE. STRICT ADHERENCE TO NFPA 13 AND
WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND 24 SHALL BE REQUIRED. ALL EXPOSED PIPING AND VALVES SHALL PE12VIOLIS CONCRETE DETAIL 2, SHT. 10 a
A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED BE PROTECTED BY A DURABLE FINISH. CALCULATIONS FOR FIRE
CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A SPRINKLER SYSTEMS) SHALL BE RUN TO THE POINT OF PROPOSED RETAINING WALL
COMPLETE AND ACCURATE NOTICE OF INTENT (NOD SHALL BE FILED WITH THE CONNECTION TO THE WATER DISTRICT MAIN INCLUDING CHECK
SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF VALVES AND DOUBLE 0, S, AND Y GATE VALVES. PROPOSED SLOPE (2s1 MAX) CUT FILL
ENCINITAS, FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB
SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE 8. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION
CITY OF ENCINITAS WHEN RECEIVED. MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING PROPOSED BUILDING PERIMETER
IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE PROPOSED FIRE SERVICE WF-05 C"IFJ
OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 10417 -G AND BY SWRCB FIRE DEPARTMENT:
NO. 129- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY o o
WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND PROPOSED WATER BACKFLOW WF -05
129- 2009 -0001. APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT
OR AGENCY. PROPOSED WATER SERVICE WS -02, WC -17 QW
NOINOI tt 9 370358521
a SID �� $fATEA�� �- B.. A PROPE0.LY COMPACTED ALL WEATHM ACLESS SHALL PROPOSED SEWER CONNECTION SS-01
BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER
7/ /S �,qA/ �H ®WS THE FACJL/d' /ES ANA �i lElf) L ®�A7! ®N� BASE® ®N ®ATl� SURFACE FOR EMERGENCY VEHICLES, AND PROPOSED SEWER SP -02 _
FURNISHED BY THE COWRACTd7R AND INSPECTED BY THE GITY RESIDENT' C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND PROPOSED WATER WP-02
E'N&NE•Ek r-oR fUT'URf cONSMUCTICN, LOCA77®N OFFACIL./TIES Md/ST 8E ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE
VERIFlE'® 7'F1.D. PROPOSED FIRE HYDRANT WF-01
I NEfj WATER DISTRICT. PROPOSED 2' MANUAL AIR VALVE WA -01 - -0
Roa�L.>3Ru�T R. E- 0�I� - ENVIRONMENTAL DATA
STATEMENT OF ENGINEER OF WORK D STEEPEST EXISTING NATURAL SLOPE ON -SITE - 50% PROPOSED 2' BLOWOFF WB-01
2) MAXIMUM VERTICAL DEPTH OF CUT - 10' SHEET INDEX
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE 3) MAXIMUM VERTICAL DEPTH OF FILL - 14'
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND 2,400 C.Y. X 27 NO.. DESCRIPTION NO. DESCRIPTION
PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION THE ENGINEER 4) AVERAGE DEPTH OF CUT - 64800 - 29'
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCOR-
22,500 S.F.
I
NOTES
7
RETAINING WALL PLAN
DANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
29,600 SO FT
2,3
DETAIL
8
PRIVATE UTILITY PLAN
ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFOR-
17,500 C.Y. X 27
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
MANCE. THE ENGINEER AGREES THAT ANY PLANCI -ECK OR REVIEW PERFROMED
5) AVERAGE DEPTH OF FILL - 472,500 - 7.2'
4
GRADING PLAN
9
DEMOLITION PLAN
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE
66,000 S.F.
PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY
5
EROSION CONTROL NOTES
10
POST - CONSTRUCTION BMP PLAN
OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS
AND IT THEREFORE DOES NOT RELEIVE THE ENGINEER OF 12E-q-
EARTHWORK
IMPERVIOUS AREA:
6
EROSION CONTROL PLAN
11,12
RETAINING WALL STRUCTURAL PLAN
OR DESIGN
PONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
CUT - 2,400 C.Y.
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
0 SO FT
THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
FILL - 17,500 C.Y.
IMPERVIOUS AREA AFTER CONSTRUCTION:
29,600 SO FT
ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY
IMPORT - 15,100 C.Y.
INCREASE IN IMPERVIOUS AREA=
29,600 SO FT
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
(FOR PERMIT PURPOSES ONLY)
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ENGINEER OF WORK
ACTING WITHIN THE COURSE AND SCOPE OR SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
ENGINEER OF WORK
tom"
. L _ DATE: •t zo- I
ROBERT L. BRUCKART _ RCE 48158 EXPIRES 06 -30 -12
SNIPES -DYE ASSOCIATES
8348 CENTER DRIVE, STE. G
LA MESA, CA. 91942
PHONE (619) 697 -9234
JOB NO. EN0891
Snipes -Dye associates
civil engineers and land surw_wm
8348 CENTER DRIVE, STE. G, LA MESA, CA 91942
fiD TEL ONE (619) 697 -9 FAX (J2.19) 460 -2033
BERT L. BRUCKAR R.C.E. 48158
EXPIRES 06 -30 -12
SDWD MO -030
QRpFESS /OH
q We rA Z
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up. 6 -30 -12 ;
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OF CALL
PLANNING & BUILDING I PARKS & RECREATION SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS
49
DATE: BY: I DATE:
SPECIAL DISTRICT DESIGNED BY- DRARW E
PLANS PREPARED UNDER SUPERVISION OF
I, .
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RCE 48158 EXP. 06 -30 -12
DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED Y: DATE:
APPROVALS EA -17Y ENGINEERING SERVICES DEPARTMEN
RECOMME ED G P FOR :
ENCINITAS FIRE STATION #2
BY:- BY: L.A CITY OF ENCINITAS
APN 260 - 317 -11
DATE: �� "'® DATE: lT�1r//
PLANING CASE N0: 08 -116 DR,CDP
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DRAWING NO.
10417 -G i
SHEET 1 OF 12 3
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DR /CDP PERMIT N0. 08 -116
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SPECIAG'USE .PERMIT Np°' N/A
TENTATIVE MAP NO. N/A
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DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED Y: DATE:
APPROVALS EA -17Y ENGINEERING SERVICES DEPARTMEN
RECOMME ED G P FOR :
ENCINITAS FIRE STATION #2
BY:- BY: L.A CITY OF ENCINITAS
APN 260 - 317 -11
DATE: �� "'® DATE: lT�1r//
PLANING CASE N0: 08 -116 DR,CDP
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DRAWING NO.
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FINISH
GRADE CAST IRON GRATE (USE
STEEL TRAFFIC GRATE
IN TRAFFIC AREAS)
4' 0 n PVC SD12-35
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4' TYPICAL CONCRETE
SYMBOL ON PLAN - 0 24' X 24' UNLESS OTHERWISE NOTED
OI DETAIL - CATCH BASIN (PVT)
MAGNETIC WARNING /IDENTIFICATION
TAPE SHALL BE INSTALLED 17 ABOVE
THE PIPE
BACKFILL WITH —
NATIVE MATERIAL
TO 908 RELATIVE
COMPACTION
FINISH GRADE
6' MAX. N
W
—r2" MIN.
4' PVC SDR -35, PLACE
PIPE AT INDICATED
GRADIENT ON FIRM
BEDDING (PER
MANUFACTUEWS
SPECIFICATIONS).
O DETAIL - TRENCH BACKFILL
4" P.V.C. PIPE (PVT)
REVISIONS I APPROVED I DATE
PRECAST CATCH BASIN (U.S. CONCRETE
PRECAST GROUP OR APPROVED EQUAL)
FINISH SIZE AS INDICATED ON LEGEND
GRADE
CAST IRON GRATE
(USE STEEL TRAFFIC
GRATE IN TRAFFIC
IB MIN. ASS) IS MIN.
CHECKED
AC FIRST COURSE
- 3/j
W
MAX. AGGREGATE
I-
U_Q
W
W
EXIST. PAVEMENT PLUS
1
I'AC - MIN.TAC
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6" PVC SDR -35
450 PVC WYE
45° PVC I/8 BEND
IS MIN.
PVC (SIZE
INDICATED ON PLAN)
SYMBOL ON PLAN - 0 24' X 24' UNLESS OTHERWISE NOTED
O DETAIL - CATCH BASIN
DEEP INSTALLATION (PVT)
MAGNETIC WARNING /IDENTIFICATION
TAPE SHALL BE INSTALLED 17 ABOVE
THE PIPE
BACKFILL WITH —
NATIVE MATERIAL
TO 908 RELATIVE
COMPACTION
FINISH GRADE
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CONCRETE
3/4' MAX. J 6' AND LARGER
CRUSHED PVC PIPE SD12-35
ROCK (TO BE INSTALLED
PER MANUFACTURER'S
SPECIFICATIONS).
O DETAIL - TRENCH BACKFILL
6" AND LARGER P.V.C. PIPE (PVT)
Underground Service Alert
etu m vm m
CALL TOLL FREE
1 -800 422 -41:
REFERENCES DATE BENCH MARK SCALE
DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39"
LOCATION: TOP OF CURB, N.W. QUAD OF
BIRMINGHAM DR. AND LAKE DR., IN THE HORIZONTAL —
MIDDLE OF RETURN
RECORD FROM: CITY OF ENCINITAS VERTICAL —
ELEVATION:3 .98 DATUM:INAVD 88
PRECAST DRAIN BOX WITH
CONCRETE LID (SAN DIEGO
PRECAST TYPE IA OR
APPROVED EQUAL) IN
GRADED AREAS
GRADE
12' CAST IRON GATE
CAP STAMPED
'STORM DRAIN' —
A.C. OR
CONCRETE
PAVEMENT
zo
PVC CAP
(DO NOT GLUE) V NOT CAP
zo
6' PVC SDR -35 RISER
c'
6' 450 PVC 1/8 BEND - 560 -C -3250 ° °
CONCRETE
450 PVC WYE � 450 PVC WYE- 450 PVC I/8 BEND
I ���_ I IB MIN.
PVC (SIZE
INDICATED ON PLAN)
SYMBOL ON PLAN - 0 C.O.
O DETAIL - STORM DRAIN CLEANOUT
GRADED AREA (PVT)
11/7 AC FINISH COURSE
1/7 MAX. AGGREGATE
PLANE 11/7 DEEP AND TRENCH WIDTH 12"
17 BEYOND TRENCH LINE I I/2'� SEE SPECS.
6' CLASS 2 AGGREGATE BASE
COMPACTED TO 958 MIN.
RELATIVE COMPACTIONN,
PAVEMENT REINFORCEMENT
MEMBRANE I.E. PETROMAT,
GLASSGRID, OR EQUAL
N� `NATIVE OR IMPORTED MATERIL
APPROVED BY THE OFFICE OF
TI-E CITY ENGINEER. TOP 17
COMPACTED TO 958 MIN.
RELATIVE COMPACTION.
MAGNETIC
WARNING TAPE
NOTES: 4' BEDDING —/
SEE SPECS
I. FOR DEPTHS UP TO 5', NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE OR
RUNNING SOIL IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5 FEET, SHORING OR SOLID
SHEATHING IS REQUIRED. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED,
SOLID SHEATHING IS REQUIRED.
2. EXISTING A.C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR,
BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL
CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL.
3. FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF PROPELLED
SPREADER BOX, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
4, CHIP OR SLURRY SEALING SHALL BE APPLIED AS REQUIRED BY AGENCY.
DETAIL - UTILITY TRENCH BACKFILL
AND RESURFACING STANDARD (PUBLIC)
PVC (SIZE —�
INDICATED ON PLAN)
SYMBOL ON PLAN - O C.O.
® DETAIL - STORM DRAIN CLEANOUT
PAVEMENT AREA (PVT)
6' CURB
GUTTER
I 12' � 24' I 17
® DETAIL - CURB DEPRESSION
ENGINEER OF WORK „
ENGINEER OF WORK QROFESS/0
Snipes' -Dye associates ��° BRU "� F
civil engineers and land surwegars
8348 CENTER DRIVE, STE G, LA MESA, CA 912 o m
TEL E (619) 697 -9 AX (6 460 -2033 a No. 48159 z
6D Exp.6 -30 -12
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ROBERT EXPIRES AR06- 30 -R2.E. 48158 ( �0 -�`' �T "Tf OF CALF 0��\
0 LL
SPECIAL DISTRICT
DESIGNED BY
EXIST. AC-'
BY
APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
PAVEMENT
FS
CHECKED
AC FIRST COURSE
- 3/j
GRADING PLAN FOR:
MAX. AGGREGATE
�
W
EXIST. PAVEMENT PLUS
1
I'AC - MIN.TAC
`
X
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10417-G
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DATE: DATE: srl!,�
APN 260-317-11
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ROBERT L. BRUCKART RCE 48158 EXP. 06 -30 -12
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6' CLASS 2 AGGREGATE BASE
COMPACTED TO 958 MIN.
RELATIVE COMPACTIONN,
PAVEMENT REINFORCEMENT
MEMBRANE I.E. PETROMAT,
GLASSGRID, OR EQUAL
N� `NATIVE OR IMPORTED MATERIL
APPROVED BY THE OFFICE OF
TI-E CITY ENGINEER. TOP 17
COMPACTED TO 958 MIN.
RELATIVE COMPACTION.
MAGNETIC
WARNING TAPE
NOTES: 4' BEDDING —/
SEE SPECS
I. FOR DEPTHS UP TO 5', NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE OR
RUNNING SOIL IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5 FEET, SHORING OR SOLID
SHEATHING IS REQUIRED. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED,
SOLID SHEATHING IS REQUIRED.
2. EXISTING A.C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR,
BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL
CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL.
3. FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF PROPELLED
SPREADER BOX, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
4, CHIP OR SLURRY SEALING SHALL BE APPLIED AS REQUIRED BY AGENCY.
DETAIL - UTILITY TRENCH BACKFILL
AND RESURFACING STANDARD (PUBLIC)
PVC (SIZE —�
INDICATED ON PLAN)
SYMBOL ON PLAN - O C.O.
® DETAIL - STORM DRAIN CLEANOUT
PAVEMENT AREA (PVT)
6' CURB
GUTTER
I 12' � 24' I 17
® DETAIL - CURB DEPRESSION
ENGINEER OF WORK „
ENGINEER OF WORK QROFESS/0
Snipes' -Dye associates ��° BRU "� F
civil engineers and land surwegars
8348 CENTER DRIVE, STE G, LA MESA, CA 912 o m
TEL E (619) 697 -9 AX (6 460 -2033 a No. 48159 z
6D Exp.6 -30 -12
Lop
ROBERT EXPIRES AR06- 30 -R2.E. 48158 ( �0 -�`' �T "Tf OF CALF 0��\
0 LL
SPECIAL DISTRICT
DESIGNED BY
DRAWN BY
BY
APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
FS
CHECKED
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED APP VED
GRADING PLAN FOR:
�
ENCINITAS FIRE STATION
TION #2
`
BY: BY: .
CITY OF ENCINITAS
10417-G
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DATE: DATE: srl!,�
APN 260-317-11
ROBERT L. BRUCKART RCE 48158 EXP. 06 -30 -12
PLANING
CASE N0:
08 -116
DR,CDP
SHEET 2 OF 12
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WALLS E ROOF 2' 2'
30' 10' P82 ARCHITECT
3.5' 4' 2.5' PLANS 6' 1 1.5'
8' MIN. PCC PAVEMENT (560 -C -3250)
WITH NO. 3 PMA12 AT 18' ON CENTER
EACH WAY MIN. 6' LAYER OF DECOMPOSED
GRANITE - ROLL E COMPACT
TO 905. ADD STABILIZER
PEER CURB P121OR
LANDSCAPE R
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77 7 FINISH ~
25 �, i
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in
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GRADE
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LC WW IEN T - -- �— —�
8' MIN. CLASS II AGGREGATE BASE FILTER FABRIC a z
W/ 955 RELATIVE COMPACTION 12' PROCESSED SUBGRADE a
SOIL W/ AN Wl 95%E L TI 18' CONCRETE i
LEAST C E W/ 955 RELATIVE BROW DITCH (TYPE B)
COMPACTION 905 COMPACTED CONC. MOW CURB
SLBG12ADE PER LANDSCAPE B12 D-75 DI
NOTE, PLAN
FINAL PAVEMENT DESIGN SHALL
BE BASED ON R -VALUE TEST.
DEPTHS SHOWN IN SECTION
ARE MINIMUMS.
FOR PLAN VIEW SEE SHEET NO. 4 FOR PLAN VIEW SEE SHEET. NO. 4
O SECTION A -A DECOMPOSED GRANITE PATH 12 TRASH ENCLOSURE I3 SECTION B -B
NO SCALE NO SCALE SCALE, 4 I' - 4% V, I' - 2'
NO SCALE
- "3 ,-
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��� INSTALL J \ AILING - 1 1
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PER LANDSCAPE PLAN 1NG A.C.
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OOF DRAINS ARE TO BE DISCHARGED :
ONTO SURFACE F THE °c :: - .`yC�ry
O. LANDSCAPE AND I I-
SHALL. NOT BE
CONNECTED TO THE STORM 4 / I _ - -- \, C _ —"°
s'f � ROOF DRAIN � ? -
IN SYSTEM SEE. LANDSCAPE PLAN FOR (TYPJ SEE NOTE -`1 J
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14 BUILDING ENTRANCE 15 STORM DRAIN CONNECTION
scALE IN-1a SCALE r - la
ENGINEER OF WORK
ENGINEER OF WORK QROFESSioN
q
Underground Service Alert an pes —pye assaaate5
civil engineers and land surveyors
vnimmiwm - 8348 CENTER DRIVE, STE..G,.. LA MESA,fCA 91942 m
CALL POLL FREE TELEP N€ (619) 697 —°,� g (619) 460 - 2033.- °a No. 48158 z
1- 800422- 413317J�_ �.S^ ExpcsV3o t2
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ROBERT L. BRU EXPIRES R.C.E. 48158 9lB OF CA�����
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BE :]—DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
�- v \� 1 LOCATION: TO 2OF BRASS DISC STAMPED °ENC -39' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED GRADING PLAN FOR: ENCINITAS FIRE STATION #2
LOCATION: TOP OF CURB, N.W. QUAD OF
BIRMINGHAM DR. AND LAKE DR., IN THE HORIZONTAL
MIDDLE OF RETURN`` BY: BY: CITY OF ENCINITAS 10417 —G
RECORD FROM: CITY OF ENCINITAS VERTICAL r� �� APN 260 - 317 -1 1
ROBERT L. BRUCKAR RCE 48158 EXP. 06 -30 -12 DATE: ' ° ®A DATE:
ELEVATION: 323.98 DATUM:NAVD 88 PLANING CASE NO: 08 -116 DR,CDP SHEET 3 OF 12
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EROSION CONTROL NOTES:
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT HENRY
AT (760) 710-7415,24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER I TO APRIL
15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER
I 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
12LN -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 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 HYDRO - SEEDED 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.
NOTES:
I. STORMWATEIZ CONTROL MEASURES SHOWN HEREON ARE BEST
MANAGEMENT PRACTICES FOR THIS SITE BASED ON THE ANTICIPATED
PROGRESS OF WORK. ADDITIONAL MEASURES MAY BE REQUIRED AT ANY
TIME AT THE DISCRETION OF THE CITY ENGINEER AS THE WORK
PROGRESSES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE
ADEQUATE PROTECTION IS IN PLACE AT ALL TIMES TO PREVENT ANY
DISCHARGE POLLUTANTS, INCLUDING SEDIMENT, FROM THE EXPOSED SITE
AREAS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN
ALL EROSION CONTROL AND OTHER APPLICABLE BEST MANAGEMENT PRACTICES.
THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR SITE CONDITIONS OR
MANAGEMENT DURING THE CONSTRUCTION PERIOD.
3. ALL EXPOSED DISTURBED AREAS WHICH ARE NOT SCHEDULED FOR ANY
CONSTRUCTION ACTIVITIES, MUST HAVE EROSION PREVENTION AND SEDIMENT
CONTROLS PROPERLY INSTALLED. PLASTIC COVERS MAY BE USED TO COVER
SMALL AREA SLOPES FOR SHORT TERM STABILIZATION. FOR LONG -TERM
STABILIZATION, HYDRO -SEED SHALL BE APPLIED TO ALL GRADED SLOPES.
SEE HYDRO -SEED SPECIFICATIONS RIGHT FOR INSTRUCTIONS AND MIXTURE.
BMP STENCIL PLACEMENT NOTES
A) THE PROPOSED CATCH BASINS SHALL HAVE A STENCIL OR
TILE PLACED WITH PROHIBITIVE LANGUAGE 'NO DUMPING
THIS DRAINS TO OCEAN AND /OR GRAPHICAL ICONS TO
DISCOURAGE ILLEGAL DUMPING.
S) LEGIBILITY OF STENCILS, TILES AND SIGNS MUST BE
MAINTAINED AND TILES MUST BE PLACED FLUSH WITH THE
TOP OF CONCRETE TO REDUCE TRIPPING BY PEDESTRIANS.
REVISIONS I APPROVED I DATE
It T_ .:.(d,. x-294
HYDRO -SEED
I. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 611
(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF
THE MATERIAL AND APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL BE PROVIDED TO MAINTAIN THE MOISTURE LEVEL OF THE
SOIL AT THE OPTIMUM LEVEL FOR GROWTH OF THE HYDRO- SEEDED GROWTH.
3. HYDRO - SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN:
LBS /ACRE
BOTANICAL NAME
MIN. % PURITY /GERMINATION
2
Al2TEMISIA CALIFORNICA
05/60
2
CASSIMONIA CHEIRANTHIFOLIA
90/80
4
ENCELIA CALIFORNIA
40/60
4
ERIGONUM FASCICULATUM
SE -I
3
ESCHSCHOLZIA CALIFORNICA
98/80
12
FESTUCA RUBRA 'MOLATE'
95/80
1
LAYIA PLATYGLOSSA
60/60
6
LOTUS SCOPARIUS
90/80
4
MELICA IMPERFECTA
80/60
3
MIMULUS AURIANTIACUS
02/60
25.
PUNICEUS
NS -3
3
PHACELIA CAMPANULARIA
98/75
3
RHUS INTERGRIFOLIA
NS -7
2
SALVIA MELLIFE12A
70/50
8
VULPIA MICROSTACHYS
90/80
B. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB -SITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO OR PAINTED ON
SAID CONTAINERS.
C. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO -
SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
D. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS.
PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUDED, ALL OR PART,
FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT
MUST BE ANCHORED TO THE SLOPE MECHANICALLY PUNCHING NO LESS
THAN 50% OF THE STRAW INTO THE SOIL.
4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO
HYDRO- SEEDING BY
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF1
D TRACK WALKING SLOPES STEEPER THAN 611.
ID RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A' ABOVE.
B. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY,
1) ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
ID THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE
CONDITIONS FOR GROWTH.
5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS
WHERE HYDRO - SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE
PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
Underground Service Alert
nu. m my m
CALL TOLL FREE
1-800422-41:
ivo �R ➢NB om mP 96
REFERENCES DATE BENCH MARK SCALE
DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39"
LOCATION: TOP OF CURB, N.W. QUAD OF
BIRMINGHAM DR. AND LAKE DR., IN THE HORIZONTAL -
MIDDLE OF RETURN
RECORD FROM: CITY OF ENCINITAS VERTICAL -
ELEVATION: 323.98 DATUM: NAVD 88
SPECIAL DISTRICT
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES:
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
THE ST012MWATE12 CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR
VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS
SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED
STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE
DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING,
AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE
MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY
INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL
MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET
WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY
REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR
SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE TI-ESE 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 FLOWS AND STORMDRAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATE12 POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ABOUT STORMWATE12 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 DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND DUMPSTE12S TO DIVERT THE
NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTEES
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 HOTLINETOLL FREE AT (800)
714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL
EDCOAT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS
AND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET,
GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND
CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
OF ENCINITAS AT (760) 633 -2770.
PLANS PREPARED UNDER SUPERVISION OF
r
ROBERT L. BRUCKART RCE 48158 EXP. 06 -30 -12
THE FOLLOWING WORK SHALL BE DONE ACCORDING TO THESE PLANS, THE
NOVEMBER 2009 EDITION, INCLUDING SUPPLEMENTS OF THE 'CALIFORNIA
STORMWATE12 QUALITY ASSOCIATION (CASQA) STORMWATER BEST
MANAGEMENT PRACTICES HANDBOOK FOR NEW DEVELOPMENT AND
CONSTRUCTION.'
THE FOLLOWING BMP'S ARE TO BE UTILIZED
I.
SCHEDULING
EC -1
2.
PRESERVATION OF EXISTING VEGETATION
EC -2
3.
HYDROSEEDING
EC -4
4.
WIND EROSION CONTROL
WE -I
5.
SILT FENCE
SE -I
6.
STABILIZED CONSTRUCTION ENTRANCE
TC -I
7.
FIBER ROLLS
SE -5
8.
GRAVEL BAG BERM
SE-6
9.
STREET SWEEPING AND VACUUMING
SE -7
10.
SANDBAG BARRIER
SE -8
II. STORM DRAIN INLET PROTECTION SE -10
12. EARTH DIKES /DRAINAGE SWALES 6 LINED EC -9
DITCHES
13. VELOCITY DISSIPATION DEVICE EC -10
14.
SOIL PREPARATION /ROUGHENING
EC -15
15.
MATERIAL DELIVERY AND STORAGE
WM -I
16.
CONCRETE WASTE MANAGEMENT
WM -8
17.
SANITARY / SEPTIC WASTE MANAGEMENT
WM -9
18.
MATERIAL USE
WM -2
19.
STOCKPILE MANAGEMENT
WM -3
20.
SPILL PREVENTION AND CONTROL
WM -4
21.
SOLID WASTE MANAGEMENT
WM -5
22.
HAZARDOUS WASTE MANAGEMENT
WM -6
23.
LIQUID WASTE MANAGEMENT
WM-10
24.
WATER CONSERVATION PRACTICES
NS -I
25.
PAVING AND GRINDING OPERATIONS
NS -3
26.
ILLEGAL DUMPING REPORTING
NS -6
27.
POTABLE WATER /IRRIGATION
NS -7
28.
CONCRETE CURING
NS-12
29.
CONCRETE FINISHING
NS -13
30. VEHICLE AND EQUIPMENT FUELING
NS -9
POST - CONSTRUCTION BMP LEGEND
VEGETATED SWALE
PERVIOUS CONCRETE
PEN41i7m
Hl
POST - CONSTRUCTION BMP NOTE:
POST - CONSTRUCTION BMP'S SHALL BE PRIVATELY MAINTAINED AND
THE FACILITIES SHALL NOT BE MODIFIED OR REMOVED WITHOUT A
PERMIT FROM THE CITY OF ENCINITAS.
ENGINEER OF WORK
ENGINEER OF WORK QROFESSION
6D zSnipes Dye associates BRU
civil engineers and /and surveyors �� tic
8348 CENTER DRIVE, STE. G, LA MESA,
CA 91942 W
TEIE 60 -2033 o No. 48158 m V
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ROBERT L BRUCKART R.C.E. 48158 rgTe Of CA���O�� J
EXPIRES 06 -30 -12
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:ITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. 110,
GRADING PLAN FOR:
ENCINITAS FIRE STATION #2 10417 -G
CITY OF ENCINITAS
APN 260 -317 -11
PLANING CASE NO: 08 -116 DR,CDP SHEET rj OF 12
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CALL TOLL
1 -800 422 -41. -41:
100 00010 008 !� 1W i
DATE BENCH MARK SCALE
DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39"
LOCATION: TOP OF CURB, N.W. QUAD OF
BIRMINGHAM DR. AND LAKE DR., IN THE HORIZONTAL 1 " =20'
MIDDLE OF RETURN
RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =4'
ELEVATION: 323.98 DATUM: NAVD 88
RETAINING WALL
DATA
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RADIUS
LENGTH
REMARKS
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N 010 34'49"E
--
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1673.50'
161.49'
WALL 'B'
3
N 060 15' 31' E
--
26.20'
WALL 'B'
4
A -050 44' 48'
602.00'
60.38'
WALL 'B'
5
N 010 44'06* E
--
56.00'
WALL 'B'
6
N 05° 32' 07' W
--
32.33'
WALL 'C'
7
N 84° 28' 25' E
1
1 18.47'
WALL 'C'
8
N 020 03'59* W
--
27.14'
WALL 'C'
9
N 840 28' 08' E
--
5.91'
WALL 'C'
10
N 050 31'45* W
--
7.38'
WALL 'C'
II
N 050 31' 50' W
--
13.71'
WALL 'D'
NOTE SEE WALL BUILDING
PERMIT NO. - - - --
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SPECIAL DISTRICT APPROVALS
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
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8348 CENTER DRIVE, STE. G, LA MESA, CA 91942
TELE (619) 697 -x923 (619 4610 -2033
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EXPIRES 06 -30 -12
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WALL PLAN FOR:
ENCINITAS FIRE STATION #2
CITY OF ENCINITAS 10417 -G
APN 260- 317 -11
PLANING CASE NO: 08 -116 DR,CDP SHEET 7 OF 12
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QROFESS /0A S N "
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civil engineers and land surveyors
8348 CENTER DRIVE, STE. G, LA MESA, CA 91942
TELE (619) 697 -x923 (619 4610 -2033
ROBERT L BRUCKART R.C.E. 48158
EXPIRES 06 -30 -12
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:ITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
WALL PLAN FOR:
ENCINITAS FIRE STATION #2
CITY OF ENCINITAS 10417 -G
APN 260- 317 -11
PLANING CASE NO: 08 -116 DR,CDP SHEET 7 OF 12
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30 0 30 60 90 1 -800 422 -4133
SCALE' I' -3a
REVISIONS APPROVED DTME= BENCH MARK
SCALE
N: 2.5' BRASS DISC STAMPED "ENC -39"
��� OP OF CURB N.W. QUAD OF 1 " =20'
IRMINGHAM DR. AND LAKE DR. IN THE HORIZONTAL IDDLE OF RETURN OM: CITY OF ENCINITAS VERTICAL DATUM: D 8
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LIMIT OF WORK
NOTES :
�j REMOVE EXISTING TREE
�2 REMOVE EXISTING WALL AND STEPS
�3 REMOVE EXISTING WALL
REMOVE EXISTING SKATE RAMP
�5 REMOVE EXISTING FENCE
REMOVE EXISTING STORM DRAIN PIPE
�7 REMOVE EXISTING A.C. 8 A.C. BERM
® REMOVE EXISTING TREE STUMP
�9 EXIST. TREE TO REMAIN
10 EXIST. TRAFFIC SIGNAL TO BE RELOCATED
II EXIST. TRAFFIC SIGNAL TO REMAIN
12 EXIST. PULL BOX TO BE RELOCATED
13 EXIST, PULL BOX TO REMAIN
14 EXIST. STREET LIGHT TO REMAIN
15 EXIST. COX COM. SERVICE/GEN. TO BE RELOCATED
16
EXIST.
SIGN TO REMAIN
17
EXIST.
WATER SERVICE TO BE ABANDONED
18
EXIST.
GAS SERVICE TO REMAIN
F, 91
EXIST.
MAIL BOX TO REMAIN
2Q
EXIST.
WALL TO REMAIN
21
EXIST,
FENCE TO REMAIN
I22I
REMOVE EXIST. CONC. SWALE
TREE off rg��
ENGINEER OF WORK
ENGINEER OF WORK Q�OVESS /OH1
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CM1 engineers and /and survegans �� �'� z
8348 CENTER DRIVE, STE, G, LA MESA, CA 91942 w % No. 48158 m
TELEP E ( 619) 697- 9234,F-IX ( 619) 460 -2033 UP.
6D Crv1\- Q
ROBERT L BRUCKART R.C.E. 48158 qTP OF CA��E�R
EXPIRES 06 -30 -12 g
F
)ESIGNED BY DRAWN BY CHE KED Y "INITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. RLR APPROVALS OF EN
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED DEMOUrON PLAN �D4: E��ICINITAS FIRE STATION 2
CITY OF ENCINITAS 10417 -G
BY: APN 260- 317 -11
W., y.. SHEET 9 OF 12
)BERT L BRUCKART RCE 48158' EXP. 06 -30 -12 / 5 DR,CDP t
DATE: `�' }�I DATE: IVILT
PLANING CASE N0: 09-
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24' CATCH BASIN
206.00 G
Z
24' 19\'G. SOIL
•SEE NOTE BELOW
24' MODIFIED
CATCH BASIN
207.15 G
1%
VEGETATED SWALE/ VEGETATED SWALE
BIORET6VTION SIB= DETAIL 5 In
SEE DETAIL 4
5 6SOILL
SOLID SCIA 40 PVC
KO WRAP 15 ML -
SCALE , I• - 20
SWALE SHALL BE PLANTED
WITH TUFF TURF
GROUJDCOVER
012
NO.
STEGO WRAP 15 ML
1 *SEE NOTE BELOW
IR7 -33//4' CRUS-ED
b
4' SOLID SCH. 40 PVC / 6 PERF.
SCI-L 40 PVC SEE DETAIL 3.
* BIORETENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP 'SANDY LOAM' SOIL * BIORETENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP 'SANDY LOAM' SOIL
MIX WITH NO MORE THAN 58 CLAY CONTENT. THE MIX SHALL CONTAIN 50-608 SAND, 20 -308 MIX WITH NO MORE THAN 58 CLAY CONTENT. THE MIX SHALL CONTAIN 50-608 SAND, 20 -308
COMPOST OR HARDWOOD MULCH, AND 20 -308 TOPSOIL COMPOST OR HARDWOOD MULCH, AND 20-308 TOPSOIL.
3
BIORETENTION DETAIL C -C ® BIORETENTION DETAIL D -D
o SCALE H,VII' -2' SCALEIHII'- 10',V1I' -z
Underground Service Alert
m :mom
CAU TOLL Fm
1 -800 422 -4133
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39"
LOCATION: TOP OF CURB, N.W. QUAD OF
BIRMINGHAM DR. AND LAKE DR., IN THE HORIZONTAL 1 " =20'
MIDDLE OF RETURN
RECORD FROM: CITY OF ENCINITAS VERTICAL
ELEVATION: 323.98 DATUM: NAVD 88
5 �
PER PLAN - SWALE SHALL BE PLANTED WITH
ADEQUATE G12OLNDCOVE12 OR
TURF. PLANTS THAT ARE NOT
PRONE TO BLOCKING THE
DEPTH DRAINAGE FLOW MAY ALSO BE
VARIES PLANTED ON SIDE SLOPES.
3' MIN.
6' MIN. ENGINEERED SOIL
,.I,_i,.t,.I,.I,�inl.�li�� i�/ .�i.� * SEE NOTE BELOW
��'��� /i 10' MIN. FILTER MEDIA:
3 PART CLEAN WASHED SAND
TO I PART 3/8' GRAVEL
X� ///
STEGO WRAP 15 ML
z_ iX
! %' /� / \ "/ 2' - 3/8' GRAVEL
X 12' - 3/4' CRUSHED ROCK
-4' PERFORATED PIPE CONNECT
TO DRAINAGE SYSTEM
/
✓�i x
STEGO ''` /�
WRAP 15 ML *"ENGINEERED SOIL' LAYER SHALL BE MINIMUM
24' 6' DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE
THAN 58 CLAY CONTENT. THE MIX SHALL
CONTAIN 50 -608 SAND, 20 -308 COMPOST OR
HARDWOOD MULCH, AND 20 -308 TOPSOIL.
NOTE NO FILTER FABRIC IS TO BE USED IN THIS
SECTION.
O VEGETATED SWALE
NO SCALE
BMP MAINTENANCE PROGRAM
BMPS
INSPECTION
INSPECTION
FREQUENCY
MAINTENANCE
INDICATOR
MAINTENANCE
ACTIVITY
V
d
oo
MONTHLY E AFTER MAJOR
STANDING WATER, TRASH E DEBRIS
ACCUMULATION, SEDIMENT, EROSION,
'
0
Op
STANDING WATER IN THE SWALE, DOES NOT
RAIN EVENTS.
VEGETATION IS DEAD OR OVERGROWN.
OVER AREAS OF BARE SOIL. MOW
VEGETATED
l
VEGETATION (MIN. 4 INCHES IN
SWALE (TC -30)
BARE OR ERODED PATCHES.
77 -3/4'
HEIGHT). CLEAR ALL CLOGGING OR
4' ENG,
3' -3/8' GRAVEL
GRAVEL
15 f2.
SOIL
1717 -33//4'
6' PERF. PVC IS MIN
* NOTE
BELOW
4' PERF. PVC
(DO NOT CONNECT
TO SOLID PVC)
ROCK
4' PERF.
SOLID SCIA 40 PVC
KO WRAP 15 ML -
SCALE , I• - 20
SWALE SHALL BE PLANTED
WITH TUFF TURF
GROUJDCOVER
012
NO.
STEGO WRAP 15 ML
1 *SEE NOTE BELOW
IR7 -33//4' CRUS-ED
b
4' SOLID SCH. 40 PVC / 6 PERF.
SCI-L 40 PVC SEE DETAIL 3.
* BIORETENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP 'SANDY LOAM' SOIL * BIORETENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP 'SANDY LOAM' SOIL
MIX WITH NO MORE THAN 58 CLAY CONTENT. THE MIX SHALL CONTAIN 50-608 SAND, 20 -308 MIX WITH NO MORE THAN 58 CLAY CONTENT. THE MIX SHALL CONTAIN 50-608 SAND, 20 -308
COMPOST OR HARDWOOD MULCH, AND 20 -308 TOPSOIL COMPOST OR HARDWOOD MULCH, AND 20-308 TOPSOIL.
3
BIORETENTION DETAIL C -C ® BIORETENTION DETAIL D -D
o SCALE H,VII' -2' SCALEIHII'- 10',V1I' -z
Underground Service Alert
m :mom
CAU TOLL Fm
1 -800 422 -4133
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39"
LOCATION: TOP OF CURB, N.W. QUAD OF
BIRMINGHAM DR. AND LAKE DR., IN THE HORIZONTAL 1 " =20'
MIDDLE OF RETURN
RECORD FROM: CITY OF ENCINITAS VERTICAL
ELEVATION: 323.98 DATUM: NAVD 88
5 �
PER PLAN - SWALE SHALL BE PLANTED WITH
ADEQUATE G12OLNDCOVE12 OR
TURF. PLANTS THAT ARE NOT
PRONE TO BLOCKING THE
DEPTH DRAINAGE FLOW MAY ALSO BE
VARIES PLANTED ON SIDE SLOPES.
3' MIN.
6' MIN. ENGINEERED SOIL
,.I,_i,.t,.I,.I,�inl.�li�� i�/ .�i.� * SEE NOTE BELOW
��'��� /i 10' MIN. FILTER MEDIA:
3 PART CLEAN WASHED SAND
TO I PART 3/8' GRAVEL
X� ///
STEGO WRAP 15 ML
z_ iX
! %' /� / \ "/ 2' - 3/8' GRAVEL
X 12' - 3/4' CRUSHED ROCK
-4' PERFORATED PIPE CONNECT
TO DRAINAGE SYSTEM
/
✓�i x
STEGO ''` /�
WRAP 15 ML *"ENGINEERED SOIL' LAYER SHALL BE MINIMUM
24' 6' DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE
THAN 58 CLAY CONTENT. THE MIX SHALL
CONTAIN 50 -608 SAND, 20 -308 COMPOST OR
HARDWOOD MULCH, AND 20 -308 TOPSOIL.
NOTE NO FILTER FABRIC IS TO BE USED IN THIS
SECTION.
O VEGETATED SWALE
NO SCALE
BMP MAINTENANCE PROGRAM
BMPS
INSPECTION
INSPECTION
FREQUENCY
MAINTENANCE
INDICATOR
MAINTENANCE
ACTIVITY
V
d
SEDIMENT, TRASH E DEBRIS ACCUMULATION,
MONTHLY E AFTER MAJOR
STANDING WATER, TRASH E DEBRIS
ACCUMULATION, SEDIMENT, EROSION,
REMOVE SEDIMENT OR TRASH
BLOCKAGE. REPLANT VEGETATION
STANDING WATER IN THE SWALE, DOES NOT
RAIN EVENTS.
VEGETATION IS DEAD OR OVERGROWN.
OVER AREAS OF BARE SOIL. MOW
VEGETATED
DRAIN WITHIN 24 - 48 HOURS AFTER
RAINFALL, PLANTER VEGETATION IS SPARE,
VEGETATION (MIN. 4 INCHES IN
SWALE (TC -30)
BARE OR ERODED PATCHES.
HEIGHT). CLEAR ALL CLOGGING OR
SHEET 10 OF 12
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BLOCKAGE IN THE INLETS E
OUTLETS.
SEDIMENT, TRASH E DEBRIS ACCUMULATION
OUATE12LY E AFTER MAJOR
STANDING WATER, TRASH E DEBRIS
USE OF INDUSTRIAL VACUUM
PERVIOUS
IN PERVIOUS PAVEMENT E DOWNSTREAM
RAIN EVENTS.
ACCUMULATION, SEDIMENT IN PERVIOUS
EQUIPMENT TO REMOVE SEDIMENT
CONCRETE
INLETS, DOES NOT DRAIN WITHIN 24 - 48
PAVEMENT, EVIDENCE OF MOSQUITO
AND PARTICLES CLOGGING THE
PAVEMENT
HOURS AFTER RAINFALL. EVIDENCE OF
LARVAE IN PERVIOUS PAVEMENT.
POROUS CONCRETE SURFACE AT
MOSQUITOS LARVAE IN PERVIOUS PAVEMENT
LEAST TWICE A YEAR.
AREAS.
SPECIAL DISTRICT
PLANS PREPARED UNDER SUPERVISION OF
L.
-` -6L
EXP. 06 -30 -1
APPROVALS
RECOMMENDED APP ED
BY: BY:
DATE: ® DATE: J
PERVIOUS
jiff
I I' 1-12 MIN. 1' -2 CRUSHED ROCK
17 MIN. PROCESSED SUBGRADE
SOIL = —I I
W/ 958 RELATIVE COMPACTION
4' PERFORATED SCH 40 PVC PIPE SUBORAIN
CONNECTED TO DRAINAGE SYSTEM
STEGO
WRAP 15 ML
NOTESt
A NATIONAL READY MIX CONCRETE ASSOCIATION (INRMCA) PERVIOUS CONCRETE
CERTIFIED CONTRACTOR MUST INSTALL THE PERVIOUS CONCRETE. CONTRACTOR
IS TO PROVIDE PROOF OF CERTIFICATION TO THE ENGINEERING FIELD INSPECTOR
PRIOR TO START OF WORK.
THE CITY ENGINEER MAY REQUIRE A CORE SAMPLE OF THE INSTALLED PERVIOUS
CONCRETE TO ENSURE THAT THERE IS A MINIMUM VOID CONTENT OF 208. IF A
MINIMUM VOID CONTENT OF 208 IS NOT SATISIFIED, THE REMOVAL AND
REPLACEMENT OF THE PERVIOUS CONCRETE WILL BE REQUIRED TO THE
SATISFACTION OF THE CITY ENGINEER.
O PERVIOUS CONCRETE
NO SCALE
POST - CONSTRUCTION BMP NOTE:
POST -CONSTRUCTION BMP'S SHALL BE PRIVATELY MAINTAINED AND
THE FACILITIES SHALL NOT BE MODIFIED OR REMOVED WITHOUT A
PERMIT FROM THE CITY OF ENCINITAS.
ENGINEER OF WORK
ENGINEER OF WORK
Snipes -Dye associates
civii engineers and land surveyors 0
8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 0
TELE E (619) 97 -92 (619) 460 -2033 aWc
ROBERT L BRUCKART R.C.E. 48158
EXPIRES 06 -30 -12
:ITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
GRADING PLAN FOR: ENCINITAS FIRE STATION #2
CITY OF ENCINITAS
APN 260- 317 -11
PLANING CASE NO: 08 -116 DR,CDP
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GENERAL STRUCTURAL NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND
SHALL CONFORM TO THE REQUIREMENTS OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH
2007 CBC AMENDMENTS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO STARTING WORK. IN
NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. THE
ENGINEER/ ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO STARTING WORK.
3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND /OR THE OBSERVED FIELD
CONDITIONS SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND RESOLVED BEFORE PROCEEDING WITH ANY
WORK AFFECTED.
4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE
BEGINNING EXCAVATION.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO ENSURE THE
SAFETY OF THE WORK UNTIL IT IS IN ITS COMPLETED FORM.
6. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR
SHALL DEFEND, INDEMNIFY, AND HOLD THE STRUCTURAL ENGINEER FREE AND HARMLESS FROM ALL CLAIMS,
DEMANDS, AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER.
7. THE WORDS INSTALL, PROVIDE SET AND SIMILAR REFERENCES ARE TO BE INTERPRETED TO MEAN THE CONTRACTOR
SHALL SUPPLY AND INSTALL THE SPECIFIED ELEMENT, U.N.O.
CAST IN -PLACE CONCRETE NOTES
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE AMERICAN
CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318 -05).
2. ALL CONCRETE FOR THE STRUCTURE SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH (F'c) AT THE
AGE OF 28 DAYS UNLESS NOTED OTHERWISE.
LOCATION f'c DENSITY MAX REMAR
FOUNDATION 3,000 psi 145 pcf 0.55 -
WALLS 3,000 psi 145 pcf 0.55 -
3. REINFORCING BARS SHALL CONFORM TO ASTM A -615, GRADE 60 FOR #4 AND LARGER. #3 AND SMALLER BARS MAY
BE EITHER GRADE 40 OR GRADE 60. WELDED REINFORCING BARS SHALL CONFORM TO ASTM A -706.
4. ALL CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING AGENCY AND APPROVED BY THE STRUCTURAL
ENGINEER.
5. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE STRUCTURAL
ENGINEER. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE SHALL BE TAKEN NEITHER LESS THAN
ONCE A DAY NOR LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE OR FOR EACH 5000 SQUARE FEET
OF SURFACE AREA PLACED. THE MOST STRINGENT OF THESE CRITERIA SHALL APPLY.
6. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE FOLLOWING:
FOUNDATIONS AND MASS CONCRETE 1 112"
SLABS -ON -GRADE 1"
SLABS, STEMS, OR WALLS 9" OR LESS 314"
THE MAXIMUM SIZE AGGREGATE SHALL BE USED WHERE EVER POSSIBLE. PEA- GRAVEL AND 318" MIX DESIGNS WILL
NOT BE APPROVED FOR STRUCTURAL APPLICATIONS OTHER THAN SHOTCRETE,
7. PORTLAND CEMENT SHALL CONFORM TO ASTM C -150, TYPE II. TYPE V TO BE USED FOR CONCRETE IN CONTACT
WITH EARTH OR BELOW GRADE.
8. ALL AGGREGATE SHALL BE FROM A PROVEN NON- REACTIVE SOURCE AND SHALL CONFORM TO ASTM C -33. COARSE
AGGREGATE SHALL BE "HEAVY MEDIA" PROCESSED. FINE AGGREGATE SHALL BE WASHED CONCRETE SAND. AGGREGATE
FOR SLABS ON GRADE SHALL BE LOW ABSORBTION MATERIAL (1.09), AND UNIFORMLY GRADED. SUBMIT AGGREGATE
SPECIFICATION WITH CONCRETE MIX DESIGN.
9. ALL AGGREGATE SHALL BE CERTIFIED TO BE CARBONATE AS DEFINED IN ASTM C294 -05, STANDARD DESCRIPTIVE
NOMENCLATURE FOR CONSTITUENTS OF CONCRETE AGGREGATE, FOR CONFORMANCE WITH FIRE RATING REQUIREMENTS.
10. WATER SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALIS, OR ORGANIC MATERIALS.
11. CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C -94.
12. ADMIXTURES CONFORMING TO ASTM C -494 AND C -1017 MAY BE USED WITH PRIOR APPROVAL OF STRUCTURAL
ENGINEER. CALCIUM CHLORIDE SHALL NOT BE USED.
13. THE MAXIMUM SLUMP SHALL NOT EXCEED 3 -4 INCHES FOR FOOTINGS, SLAB ON EARTH AND MASS CONCRETE, 4 -5
INCHES FOR OTHER CONCRETE. DURING AIR TEMPERATURES ABOVE 80 DEGREES FAHRENHEIT, A MAXIMUM OF 6
INCHES OF SLUMP IS PERMISSIBLE PROVIDED THE MIX DESIGN IS REVISED ACCORDINGLY BY THE TESTING AGENCY.
MEASURE SLUMP IN ACCORDANCE WITH "METHOD OF TESTING SLUMP" OF PORTLAND CEMENT CONCRETE ASTM
C -143.
14. UNLESS SHOWN OR NOTED OTHERWISE, CONCRETE COVERAGE FOR REINFORCEMENT SHALL CONFORM TO IBC SECTION
1907.7.1 FOR CAST -IN -PLACE CONCRETE.
15. ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION
PRIOR TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POURING IS ALLOWED.
16. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A 314" CHAMFER,
UNLESS SHOWN OR NOTED OTHERWISE.
FOUNDATION NOTES
1. FOUNDATION DESIGN IS BASED ON SOILS REPORT RECOMMENDATIONS BY LEIGHTON CONSULTING, INC. DATED
512312006 (FILE No. 600880) AND UPDATE LETTER, DATED 11712009.
ALLOW. BEARING PRESSURE: 2,000 psf
ACTIVE PRESSURE (EFP): 35 pcf (LEVEL BACKFILL)
PASSIVE PRESSURE (EFP): 350 pcf
FRICTION COEFFICIENT. 0.35
UNIFORM SEISMIC PRESSURE. 10 H (FOR RETAINED HEIGHTS GREATER THAN 12 FEET)
2. THE SOILS ENGINEER SHALL BE RETAINED TO OBSERVE ALL SITE SOIL CONDITIONS.
3. BACKFILL FOR ALL RETAINING STRUCTURES SHALL NOT BE PLACED UNTIL MASONRY OR CONCRETE RETAINING
MEMBERS HAVE BEEN IN PLACE FOR 14 DAYS OR HAVE OBTAINED 759 OF DESIGN STRENGTH.
4. CONTRACTOR SHALL PROVIDE FOR DE- WATERING OF EXCAVATIONS FROM EITHER SURFACE WATER OR
GROUNDWATER SEEPAGE.
5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO RETAIN THE
EXCAVATION EARTH BANKS.
MASONRY NOTES
1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530 -05 1ASCE 5- 05ITMS 402 -05) AND THE "SPECIFICATION FOR
MASONRY STRUCTURES" (ACI 530.1 -05 1ASCE 6- 051FMS 602 -05) AS PRESENTED BY THE AMERICAN CONCRETE
INSTITUTE, THE AMERICAN SOCIETY OF CIVIL ENGINEERS AND THE THE MASONRY SOCIETY.
2. ALL BLOCK UNITS SHALL BE GRADE "N" HOLLOWCORE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C -90, LATEST
REVISION, WITH A MAXIMUM SHRINKAGE OF .069 FROM THE SATURATED TO OVEN -DRY CONDITION. fm TO BE
ESTABLISHED PER IBC SECTIONS 2105 WITH REFERENCE TO 2105.2.2.1 (UNIT STRENGTH METHOD). THE MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS LISTED BELOW:
DESIGN BLOCK UNIT GROUT MORTAR PRISM REMARKS SPECIAL
STREGTH (f'm) NET STRENGTH STRENGTH- TYPE TEST INSPECTION
1,500 psi 1,900 psi 2,000 psi M OR S NO ASTM C -90 YES
3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED AND IN THE FOLLOWING RATIO BY VOLUME:
TYPE M MORTAR TYPE S MORTAR
ONE PART PORTLAND CEMENT ONE PART PORTLAND CEMENT
114 PART LIME PUTTY 114 TO 112 PART LIME PUTTY
DAMP LOOSE AGGREGATE: NOTE LESS THAN DAMP LOOSE AGGREGATE: NOTE LESS THAN
2 114 AND NOT MORE THAN 3 TIMES THE 2 114 AND NOT MORE THAN 3 TIMES THE
SUM OF THE VOLUMES OF THE CEMENT AND SUM OF THE VOLUMES OF THE CEMENT AND
LIME USED. LIME USED.
4. GROUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY VOLUME: ONE PART PORTLAND CEMENT, TWO PARTS
PEA GRAVEL, THREE PARTS SAND, AND SUFFICIENT WATER SHALL BE ADDED TO PRODUCE A CONSISTENCY FOR
POURING WITHOUT SEGREGATION OF GROUT CONSTITUENTS AND NON- SHRINK YIELD.
5. SEE "CONCRETE NOTES" FOR ASTM SPECIFICATION OF REINFORCING STEEL.
6. MINIMUM LAP OF REINFORCING STEEL SHALL BE 40 BAR DIAMETERS FOR TYPICAL REINFORCING OR 2' -0" MINIMUM
AND 48 BAR DIAMETERS FOR ALL JAMB BARS.
7. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4' -0" UNLESS CLEANOUT OPENINGS ARE PROVIDED AT THE BOTTOM
OF CELLS TO BE FILLED.
8. MINIMUM GROUTING: FILL ALL CELLS, UNLESS OTHERWISE NOTED. WHERE SPECIAL INSPECTION IS SPECIFIED,
INSPECTION SHALL BE PROVIDED PER THE STATEMENT OF SPECIAL INSPECTIONS.
9. WHEN SPECIAL INSPECTION IS NOT REQUIRED, A LETTER OF CERTIFICATION FROM THE SUPPLIER OF THE MATERIALS
SHALL BE DELIVERED TO THE JOB SITE VERIFYING THE MATERIAL PROPERTIES COMPLY WITH THE SPECIFIED
CONSTRUCTION EITHER BY PRISM TESTING OR UNIT STRENGTH METHOD. TESTING DURING CONSTRUCTION IS NOT
REQUIRED.
10. NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED.
11. ALL GROUT SHALL HAVE A WATER REDUCING ADMIXTURE APPROVED BY THE ENGINEER ADDED PER MANUFACTURER'S
SPECIFICATIONS.
12. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT; ANY OVERHANGING MORTAR OR OTHER
OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS.
13. ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY VIBRATING WITH A 314" VIBRATOR WITHIN THE
CELLS BEING POURED.
14. PROVIDE 114" MINIMUM CLEARANCE FROM INSIDE FACE OF BLOCK MASONRY CELLS AND MINIMUM OF ONE BAR
DIAMETER, BUT NOT LESS THAN 314" CLEAR DISTANCE BETWEEN PARALLEL BARS.
15. REFER TO ARCHITECTURAL FOR BLOCK FINISH, AND MOLDS, ORNAMENTS, CLIPS, OR GROUNDS TO BE SET IN
MASONRY.
STATEMENT OF SPECIAL INSPECTIONS
1. SOILS & FOUNDATION:
A. PRIOR TO THE PLACEMENT OF CONTROLLED FILL, PERIODIC INSPECTION SHALL BE PERFORMED TO VERIFY THAT
THE OBSERVED SUBGRADE HAS BEEN PREPARED PROPERLY IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
B. PERIODIC CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS SHALL BE PERFORMED TO VERIFY
CONFORMANCE WITH THE GEOTECHNICAL REPORT.
C. DURING THE PLACEMENT AND COMPACTION OF CONTROLLED FILL, CONTINUOUS INSPECTION SHALL BE
PERFORMED TO VERIFY THAT THE PROPER MATERIALS AND LIFT THICKNESSES WERE USED AND THAT THE
PROPER DENSITIES WERE ACHIEVED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
D. PERIODIC INSPECTION SHALL BE PERFORMED TO VERIFY THAT THE FOOTING EXCAVATIONS HAVE BEEN EXTENDED
TO THE PROPER DEPTH AND HAVE REACHED THE PROPER BEARING MATERIAL IN ACCORDANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS AND THE GEOTECHNICAL REPORT.
E. PERIODIC INSPECTION SHALL BE PERFORMED TO VERIFY THAT THE MATERIALS BELOW FOOTINGS ARE ADEQUATE
TO ACHIEVE THE DESIGN BEARING CAPACITY IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS
AND THE GEOTECHNICAL REPORT.
2. CONCRETE CONSTRUCTION:
A. PERIODIC INSPECTION OF ALL CONCRETE REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS IF
APPLICABLE, SHALL BE PERFORMED TO VERIFY THAT THEIR MATERIAL GRADE AND PLACEMENT ARE IN
ACCORDANCE WITH THE REFERENCED STANDARD AND THE APPROVED CONSTRUCTION DOCUMENTS.
B. PERIODIC INSPECTION SHALL BE PERFORMED TO VERIFY THE USE OF THE APPROVED DESIGN CONCRETE MIX.
C. CONTINUOUS INSPECTION SHALL BE PERFORMED DURING THE FOLOWING:
a. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS;
b. WHILE SLUMP AND AIR CONTENT TESTS ARE PERFORMED, AND
c. WHILE THE TEMPERATURE OF THE CONCRETE IS RECORDED
TO VERIFY CONFORMANCE WITH THE REFERENCED STANDARD AND THE APPROVED CONSTRUCTION DOCUMENTS.
3. MASONRY CONSTRUCTION OF ESSENTIAL FACILITIES:
D. PRIOR TO THE USE OF ANY MATERIALS, PERIODIC INSPECTION SHALL BE PERFORMED TO VERIFY THAT THE
NECESSARY SUBMITTALS HAVE BEEN ACCEPTED AND APPROVED.
E. AS MASONRY CONSTRUCTION BEGINS, PERIODIC INSPECTION SHALL BE PERFORMED TO VERIFY THAT:
d. THE PROPORTIONS OF SITE - PREPARED MORTAR,
e. THE PLACEMENT OF UNITS AND CONSTRUCTION OF MORTAR JOINTS; AND
f. THE PLACEMENT OF REINFORCEMENT AND ANCHORS
ARE IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THE REFERENCED STANDARDS.
F DURING THE PLACEMENT OF MASONRY UNITS, PERIODIC INPECTION SHALL BE PERFORMED TO VERIFY THAT:
g. THE SIZE AND LOCATION OF STRUCTURAL ELEMENTS;
h. THE SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT, AND
i. THE PROTECTION REQUIREMENTS FOR COLD OR HOT WEATHER CONSTRUCTION
ARE IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THE REFERENCED STANDARDS.
G. DURING THE PLACEMENT OF MASONRY UNITS, CONTINUOUS INSPECTION SHALL BE PERFORMED TO VERIFY THAT
THE TYPE, SIZE AND LOCATIONS OF ALL ANCHORS TO MASONRY ARE IN CONFORMANCE WITH THE CONSTRUCTION
DOCUMENTS AND THE REFERENCED STANDARDS.
H. PRIOR TO GROUTING, PERIODIC INSPECTION SHALL BE PERFORMED TO VERIFY THAT:
j. THE PLACEMENT OF REINFORCEMENT AND ANCHORS;
k. THE PROPORTIONS OF SITE - PREPARED GROUT; AND
I. THE CONSTRUCTION OF MORTAR JOINTS
ARE IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THE REFERENCED STANDARDS.
I. PRIOR TO GROUTING, CONTINUOUS INSPECTION SHALL BE PERFORMED TO VERIFY THAT THE GROUT SPACE IS
CLEAN.
J. CONTINUOUS INSPECTION SHALL BE PERFORMED OF ALL GROUT PLACEMENT TO VERIFY CONFORMANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS.
K. CONTINUOUS INSPECTION SHALL BE PERFORMED DURING THE PREPARATION OF ALL GROUT SPECIMENS, MORTAR
SPECIMENS AND /OR PRISMS,
L. PERIODIC INSPECTION SHALL BE PERFORMED TO VERIFY COMPLIANCE WITH THE REQUIRED SPECIAL INSPECTION
PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS.
No, 4547
STRUCTURAL ENGINEERING SOLUTIONS
lrr 111 I1 Southern Califomla Office Phone: 951.699.2666
f I' 45901 Sandia Creek Drive Fax: 951.699.2655
Temecula, CA 92590
Copyright@ 2011 by Structural Engineering Solutions
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT UtJICiTSU tjY UKAJN br umtuKtu by APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0.
S-SuILT rU643 DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39" PLANS PREPARED UNDER SUPERVISION OF RECOMMENAED APP OVED GRADING PLAN FOR: ENCINITAS FIRE STATION #2 10417 -G
LOCATION: TOP OF CURB, N.W. QUAD OF
BIRMINGHAM DR. AND LAKE DR., IN THE HORIZONTAL BY: BY. CITY OF ENCINITAS
MIDDLE OF RETURN VERTICAL PAUL F ATHE APN 260 -317 -1 1
RECORD FROM: CITY OF ENCINITAS RSE 4547 EXP. 12 -31 -12 DATE: DATE: a��
ELEVATION: 323.98 DATUM: NAVD 88 t PLANING CASE NO: 08 -116 DR,CDP SHEET 'h OF 12
AS - gut LT