6378 WORK TO 81 DONE : SUBDIVISION BOUNDARY 3 ? NOTE: NOISE PROTECTION EASEMENT SPECIAL GRADING NOTES EROSION CONTROL
NOTES 1 M 1 A 1 NOTES:
_ OVER LOTS 1, 3, 45,469 9 THE 0/11ECTOR OF PUBLIC WORKS' APPROVAL OF TMESf
IMPROVEMENTS CONSIST Of THE FOLLOWING WORK TO BE 47, 48, 49, PER ER MAP
DONE ACCORDING TO THESE PLANS. THE CURRENT SAN DIEGO 9 10 THESE RECOMMENDATIONS ARE FROM THE PROJECT SOILS 1. EMERGENCY
EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL
COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS 8 32 40 41 REPORT ENTITLED, "REPORT OF GEOTECHNICAL INVESTI- SATISFACTORY
TO THE COUNTY DEPARTMENT OF PUBLIC WORKS IN APPROVAL OF ANY FOUNOAT/ONS FOR STRUCTURES TO BE AND SPECIAL PROVISIONS FOR IMPROVEMENT Of SUBDIVISION 31 33
CATION FOR THE PROPOSED SHELLEY OL(YENNAIN SUB -
THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD PLACED ON THE AREA COVERED BY THESE PLANS
NO
BETWEEN NOVEMBER 1 TO APRIL 15. EROSION CONTROL MEASURES WAIVER OF THE GRADING ORDINANCE REOU/REMENTS
STREETS AND STANDARD REFERENCE DRAWINGS, 11 34 42 DIVISION ", PREPARED BY SOUTHERN CALIFORNIA SOIL 6
7 35 36 43 % TESTING, INC., GATED MAY 22, 1984. REPORT 40. 1, SHALL INCLUDE BUT NOT BE LIMITED TO, SLOPE
PROTECTION, INSTAL- COW14NING MINIMUM COVER OVER EXPANSIVE SOILS IS
F SCS&T JOB #25086. LATION OF JUTE MATTING OR APPROVED EQUIVALENT, DESILTING BASINS, MADE OR IMPLIED ISECTIONS87403
a 871101 ANY SUCN
DESCRIPTI LEGEND 12 ENERGY DISSIPATORS, SILT CONTROL SAND BAGGING AND STORM DRAINS. WAIVER MUST BE OBTAINED
FROM THE DIRECTOR OF DPL
1. ALLUVIAL AREAS: IN CONSIDERATION OF THE DIFFERENT 2 ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED
TO PRE- 10 ALL OPERATIONS CONDUCTED ON THE PREMISES,
CUT BANK (SLOPE AS NOTED) .................... I 6 k 37 39 45 CONDITIONS OF THE ALLUVIAL DEPOSITS ON SITE, D1F-
13 INCLUtIIIAHG TNf WARMING UP, REPAIR, ARRIVAL, OE /AR
FERENT METHODS Of PREPARATION ARE RECOMMENDED FOR VENT MATER FROM FLOWING FROM THE PAD* UNTIL THE STREETS AND DRIVE-
FILL BANK (SLOPE AS NOTED) AREAS SHADED) 5 29 28 46 THE THREE AREAS DELINEATED ON THE GRADING PLANS. WAYS ARE PAYED
AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING
TURF OR RUNNING OF TRUCKS, fARTNMOV/NG EoUNMENT.
/ 38 EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED*
N 27 THESE RECOMMENDATIONS ARE PRESENTED BELOW. GRADING fOUIPMENT SMALL BE LIMITED TO THE PERIOD
PROPERTY BOUNDARY ............................. / 14 / 26 25 47 OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT
WILL ALLOW WATER
4 � 15 ' A. SOUTH MAJOR DRAINAGE AREA I IN CONSIDER -
TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. BETWEEN 1:B0 �. ^' AND i:00 v.,n. EACH DAY, MONDAY
y 16 24 48 T 11 FEET
LOT LINE .............................. TMROOGM SArUNDAY, AND NO EARTHMOV/NG OR GRADING
OPERA TMryNS SNAL L BE CONDUCTED ON THE PREMISES ON
••••••�• 11 � �� 3. O
BELOW THE EXISTING GROUND SURFACE IN THIS TOPS OF All SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM
18 49 �QS SUNDAYS OR HOL IDAYS
FINISHED GRADE CONTOURS ...................... LAYER 19 ♦ 6 CHANNEL AND THE FACT THAT THE ALLUVIUM FLOWING OVER THE
CRESTS Of SLOPES.
23 ♦ y�� BASICALLY CONSISTS OF FRIABLE SANDS, WE RECOM- 11 ALL MAJOR SLOPES SMALL Bf ROUNDED
INTO EXISTING
20 1 r �� MEND THAT THE ALLUVIUM WITHIN THE AREA DELI- 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED,
BUT NOT LATER THAN TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM
FINISHED GRADE ELEVATION ......................... ® � 21 P2
P��� NEATER ON THE GRADING PLANS, BE REMOVED TO A NOVEMBER 1, ALL CUTS AND FILL SLOPES SHALL BE STABILIZED WITH
A CUT pot PILL FACES TO NATURAL 'GROUND AND ASUTTMIG
2 ���G DEPTH OF FIVE (5) FEET, THE SOILS EXPOSED AT HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE
COUNTY CUT ON FILL SURFACES
" P� THE BOTTOM Of THE EXCAVATION SHOULD BE WATERED DE
O PUBLIC W ORKS. BETWEEN NOVEMBER A
IMMEDIATELY
15, 12. NOTw/TNSTAND/NG THf MINIMUM STANDARDS SET FORTH
P
LOT NUMBER AND PAD ELEVATION ...................
LE GEND � 111 3 0 1i ♦� HEAVILY, TO WET ANY DRY SOIL. A VIBRATORY IN THE GRADING ORD/NAAICE AND NOTWITHSTANDING
THE
MEAT SLOPES.
SHEEPSFOOT ROLLER AT LEAST 20 KIPS IN WEIGHT BEHIND THE EXPOSURE Of CUT SLOPES AND /OR THE CREATION OF EMBANK-
APPROVAL OF THESE GRADING PLANS, THE PERMITTfE IS
230 4 INDICATES LOT MP. IF 3 SHOULD THEN BE USED TO COMPACT THE SOILS AT RESPIDAISIN.E foot THE
PIMEvENTAOVV OF DAMAGE TO THE
I THE BOTTOM OF THE EXCAVATION. THE EXCAVATED 5• AN IRRIGATION SYSTEM TO BE INSTALLED NOT LATER THAN MAY 15
FOL- ADJACENT PROPERTY. NO PERSON SMALL EXCAVATE ON
. � INDICATES SUBDIVISION BOUNDARY
EXISTING GROUND CONTOUR ..................... COMPACTED THEN BE REPLACED AS UNIFORMALLY LOWING THE PLANTING OF THE SLOPES.
LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER
Y50 - INDICATES LOT LINE ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FLINC
SCALE: 1 . - 200' 6. SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE rION OF ANY SEWAGE
DISOWAL SYSTEM OR ANY OTMER
DAYLIGHT LINE . ............................... _ Y _ a. 3 INDICATES SHEET NUMBER B. CENTRAL DRAINAGE AR 11 IN CONSIDERATION
PueLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND
T POSITS IN THE CENTRAL COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREET WITH PROTECTING SUCN PROPERTY
FROM SETTLING, CRACKING,
STORM DRAIN ... ............................... _ _ _ _ _ - -- INDICATES STORM DRAIN CHANNEL ARE DRY AND CAN BRIDGE UNTIL INFILTRA-
GRADIENTS IN EXCESS OF 2% AND ON OR IN OTHER GRADED OR Ex- EROSION, SIL TING, SCOUR OR OTHER DAMAGE WNICNMIGHT
INDEX KEY MAP TION OF IRRIGATION WATER AFTER DEVELOPMENT, WE CAVATED AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF
PUBLIC RE FROM THE GRADING DESCRIBED ON THIS PLAJV THE
TYPE "B" CURB INLET ................ D- 2.1..... _ _ _ _ _ _ 1NDICA7E5 SC911W Y (wore) RECOMMEND THAT THESE SOILS BE REMOVED TO THE
WORKS. THE LOCATION AND DETAILS ON THE SAND BAGS SHALL BE COUNTY WILL NOLD THE PERM/TTEE REvoNs:BLE FOR
FORMATIONAL SOILS OR OLDER ALLUVIAL DEPOSITS. SHOWN ON THE PLANS. CORRECTION OF Nolv-DEDICATED IMPROVEMENTS
WHICH
TYPE "C" CURB INLET ................D 3.1..... _ __ = �0 /NWGITi3 AREA DRAIN INLET IT'S ESTIMATED THAT THIS REMOVAL COULD BE DAM
AGE ADJACENTPROPERTY.
- - ' R/W BETWEEN 10 TO 15 FEET IN THE UPPER AREA, 7 TO '- CATCH BASINS, DESILTING BASINS AND STORM DRAIN
SYSTEM SHALL
TYPE "A" STORM DRAIN CLEANOUT ...... D -9 ...... _ - - 12 FEET IN THE CENTRAL AREAS AND TAPERING TO BE INSTALLED
TO THE SATISFACTION OF THE COUNTY DEPARTMENT 13 SLOPE RATIOS:
ONLY A FEW FEET NEAR THE EAST SITE BOUNDARY. OF PUBLIC WORKS. CU/T - IN;/ FOR MINOR SLOPES ?:I FOR MAJOR
SLOPES
DRAINAGE DITCH ..................... 0- 75.1.... � 28 THE MATERIALS SO EXCAVATED MAY BE REPLACED IN
10 10,04 THE EXCAVATION AS UNIFORMALLY COMPACTED FILL. 8• AT OR NEAR EVERY POINT WHERE CONCENTRATED FLOW LEAVES
THE FILL - 2:1 Slopes Orviornt from The Above Will Re"ofv
RIP- RAP ............................ D- 40.1.... 10 L� - - -_; DEVELOPMENT, A DESILTING BASIN AND AN ENERGY DISSIPATOR
MAY Aprrovsl 01 TM ONrc•ror Of Public Works Afw
8.0' 1.0' ) 1 3.0' 1. B.0' 0'1.0' 3.0' 16' C. OLDER ALLUVIUM AREA 111 • IN CONSIDERATION BE REQUIRED
TO BE CONSTRUCTED TO REMOVE SILT FROM THE WATER R4wew Of A
Ihlvorr From A Soils E n w
OO
TYPE "A" STRAIGHT HEADWALL ......... D- 30...... _� r, �FIN _ T T SURFACE • \�� I H AND RELEASE THE WATER
AT ANON-EROSIVE VELOCITY, C. ION CHARACTERISTICS EXCAVATI(}IYI: 78.200 Y. FILL: g2 C. Y.
• } .11- O. 0.5' OF THE OLDER ALLUVIAL DEPOSITS AND THEIR
SUBDRAIN ...... ...............................
9. THE DEVELOPER TO MAINTAIN THE PLANTINGS AND EROSION CONTROL ALLUVIA[ RECACTION, SHRINKAGE
. / �'% 1 j': ' i C
THAT THESE SO NA
LSCANBEE OPI OMP
USED TO SSUPPORTF
ILLS MEASURES DESCRIBED ABOVE UNTIL RELEIVED OF SAME BY THE COUNTY & FUTURE FILL jJ C.Y.
RETAINING 1.D*' • •+ AND STRUCTURES PROVIDED THE SOIL WITHIN THREE DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO
REMOVE ALL 14 6RAOIMG SHALL BE PffBIlTTEO aITHIN THIS SUB -
....,.•s ................. �-
3.0' 1:1 LIMITS OF STREET CORE LIMITS OF STREET CORE FEET OF FINISHED BUILDING GRADE IS REMOVED AND SOIL INTERCEPTED
BY THE SAND BAGS, CATCH BASINS AND DESILTING S UB DI VID E R le� 5CK6NSV� '- �fR'!" • *.- Nom REPLACED AS COMPACTED
FILL. THE MINIMUM HORI BASINS AND KEEP THESE FACILITIES CLEAN AND FREE OF SILT AND DIVISION UNTIL THE R ITT OBTAINS SEWER
TYPICAL 56 STREET CORE SECTION ZONTAL LIMITS OF THE REMOVAL IS 10 FEET OUT- SAND AS DIRECTED BY THE COUNTY DEPARTMENT
OF PUBLIC WORKS. COMMITMENT FROM THE CARDIFF SANITATION DISTRICT,
THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY NO SEWER. COMMITMENT SMALL BE ISSUED UNTIL
ALL
(NO SCALE) SIDE THE PERIMETER OF EACH STRUCTURE. THE THE COUNTY DEPARTMENT OF PUBLIC WORKS. CONDITIONS
IN THIS RESOLUTION OF APPROVAL HAVE
LEGAL �� OLIVE CREST DRIVE STA 0+00 TO STA 9 +19.02 SOILS EXPOSED AT THE BOTTOM OF THE EXCAVATIONS N. RAP OR
PARCEL MAP,
SUMMER HOLLY LANE AND THESE SOILS AT SUBGRADE OF DRIVEWAYS BEEN SATISFIED, THE FIN
THE LAND REFERRED TO HEREIN IS A SUBDIVISION OF THAT PORTION OF SUMMER HOLLY LANE STA 5 +75.18 TO STA 21 +95.10 STA 10 +80 TO STA 18 +70
SHOULD BE SCARIFIED TO A DEPTH Of 12 INCHES, 10. THE EROSION AND SEDIMENTATION CONTROLS AS RECOMMENDED IN THE SWING PLAN AND IMPROVEMENT PLAN HAS BEEN
MOISTURE CONDITIONED AND COMPACTED TO AT LEAST "EROSION AND SEDIMENTATION CONTROL RECOMMENDATIONS" SHALL BE AWED BY
THE DEPARTMENT OF PUBLIC WORKS AND
LOT 19 OF RANCHO LAS ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE (SEE DETAIL AT RKIW FOR SUMMER HOLLY LANE
OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 848, FILED IN THE STA 10+80 TO STA 18+70) NO SCALE 90'. THE EXCAVATED SOILS
MAY THEN BE REPLACED ADHERED TO IN ADDITION TO THE GRADING ORDINANCE FOR SAN DIEGO ALL FEES AND DEPOSITS PAID AND IMPROVEMENT
OFFICE OF THE RECORDER OF SAID COUNTY, JUNE 21, 1898. 40 , IN THE EXCAVATIONS AS UNIFORMALLY COMPACTED COUNTY. (EIR)
SECURITY POSTED.
FILL. 15. PRIOR TO APPROVAL OF THE FINAL MAP OR ISSUANCE OF
G 2. TOPSOILS: LOOSE TOPSOILS IN AREAS TO RECEIVE FILL ANY GRADING PERMITS THE APPLICANT SMALL
TO THE
OWNER /t%:"W I'TEE > a
A
10 10' A AND /OR STRUCTURAL LOADS SHOULD BE REMOVED TO FIRM SATISFACTION OF THE DIRECTOR OF THE
DEPARTMENT OF
CHUCK DWIVIER
o NATUPAL GROUND AND BE REPLACED AS UNIFORMLY COM- PLANNING AND LAND USE:
"'� B.0' 1.0' 14' 11' B.0 ♦ PACTED FILL. IN GENERAL, THE TOPSOILS ENCOUNTERED
O y _'1 1) RETAIN A
1 _ w► FINt T 1 SURFACE -42 3 MERE RELATIVELY THIN BUT IN SOME AREAS EXTENDED UP 0 E N EM1 A 1. N T
E QUALIFIED ARCHAEOLOGIST AM SUBMIT A
OUVIVIER COMPANY
1182 RANCHO ENCINITAS DRIVE W -__� �.RII 0.5 I RESEARCH DESIGN WHICH PLOTS THE LOCATION OF
OLIVENHAIN CALIFORNIA 92024 tl =- �- °'- - �" TO ABOUT TWO FEET [N DEPTH.
Z 8a 1 1:1
: f' L DETAIL 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE SALVAGE EXCAVATION UNITS, EXPLAINS THE
PER- INNIN (619) 756 -5646 (>r 1:6� � 1.0' NO SCALE 3. EXPANSIVE SOILS: WITH THE EXCEPTION OF DELMAR APPROVAL OF
VERTICAL OR HORIZONTAL ALIGNMENT OF CENTAGE OF THE SITE TO BE RECOVERED, AND PRE-
40 $ 3.0' LIMITS BA STREET CORE' FORMATION DEPOSITS AND SOME RANDOM AREAS WITHIN ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY
ROAD
DICTS NOW ARTIFACT AND ECOFACT PERCENTAGES CAN
!- " SANDBAGS THE ALLUVIAL DEPOSITS, ALL SOILS ENCOUNTERED PURPOSES • ADD NEW INFORMATION TO THE SCIENTIFIC
PRO -
�� � � TYPICAL 52' STREET CORE SECTION T HROUGHOUT OUR INVESTIGATION ARE NONEXPANSIVE TO 2. FINAL APPROVAL OF
THESE GRADING PLANS ISSUBJECTTo BLEM BEING ADDRESSED
ENCINITAS, EAST OF INTERSTATE S. '_J ..; (NO SCALE) H. 1.8' MODERATELY EXPANSIVE. THE DELMAR FORMATION SOILS FINAL APPROVAL
OF THE ASSOCIATED AMPROVMWFNT 2) UPON APPROVAL OF THE RESEARCH DESIGN, THE N
WEST SIDE Of RANCHO SANTA FE ROAD > S TREET CORE ARE TYPICALLY HIGHLY EXPANSIVE AND WHEN EXPOSED PLANS W14EREAPPLICASLE
.FWAL CUM GRADE ELEVATAONS QWlif1ED ARCHAEOLOGIST SNAIL SUBMIIT A WDRX
BETWEEN MORNING SUN DRIVE AMID V 1 SUI R I"iOIlY LANE STA 0+00 TO STA 4 +77 .77 WITHIN THREE FEET OF FINISHED GRADE WILL REQUIRE
MAYREOU /RECMANGEStNTNESEIIANS. QU SO THAT DKU STAff L S P ERI ODI CALLY MITWORK
11TH STREET, DIRECTLY ACROSS FROM SECiT�N M SPECIAL COED# AND /OR M6 CONSIDERATION. 3. IMPORT MATERIAL SMALL BE OBTAINED
FROM A LEGAL VISIT THE FIELD EXCAVATION;
CALIFORNIA AND 13TH STREETS. IT IS RECOMMENDED THAT EXPANSIVE SOILS LOCATED
0
NO SCALE WITHIN THREE FEET OF FINISHED GRADE BE REMOVED AND SITE. 3) UPON COMPLETION OF THE FIELD PHASE
OF THE
,.„I Z a DUCT A TMORQUGHI ANALYSIS
15' 10'3 SANDBAG NOTES AND DETAILS REPLACED WITH NONEXPANSIVE, PROPERLY COMPACTED 4 A CONSTRUCTION, EXCAVATION OR ENCROACNMENT
RESEARCH RESIGN. CON
C FILL. IN ADDITION, HIGHLY EXPANSIVE SOILS SHOULD PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL Of OF THE
ARTEFACT uCR CONDUCT
RECOVERIES AND
Z m 4C , VARIES VARIES ( SANDBAG SYMBOLS ARE NOT SHOWN ON THIS PLAN FOR NOT BE PLACED WITHIN TEN FEET OF THE FACE
Of FILL REOU/RED FOR ANY WORK IN TNf COUNTY RIGHT- Of• WAY. SUBMIT A REPORT 1N ACCORDANCE WITH THE MOST
..,I 30 THE PURPOSE OF MAINTAINING CLARITY FOR THE SLOPES. REFER TO SOILS REPORT FOR LOCATIONS Of
RR -2 a 33 T. ROAD VARIES DRAINAGE AND GRADING. SANDBAGS SHALL BE SPACED EXPANSIVE SOILS. S. ALL SLOPES
OVER 3 FEET IN NE/GMT WILL BE PLANTED IN UP -TO -DATE COUNTY STANDARDS TO DPLU FOR RE-
' 1.O'VARIE AS FOLLOWS: ACCORDANCE WITH SAND /EGO COUNTY SPECIFICATIONS. VIEW AND APPROVAL (EIR)
Q 18 ! 15 8 1. SANDBAGS SHILL BE PLACED ALONG ALL STREETS 4. TRANSITION LOTS: WHERE SUCH TRANSITIONS WILL 6
THE CONTRACTOR SMALL VERIFY THE EXISTENCE AND
_ OCCUR WITHIN A BUILDING PAD, BOTH tNgEKUTTING OF LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. SPECIAL
CONDITION: IF ANY ARCHAEOLOGICAL RE-
SOL.S REPORT M ----
EXISTING BERtt FINISHED STREET SURFACE u+ - 2.0� BASED UPON THE FOLLOWING FORMULA: THE CUT PORTION Of THE BUILDING PAD
AND SPECIALLY NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE SOURCES ARE DISCOVERED ON THE SITE OF THIS
- � •- - _ r ,
WE NAVE REVIEWED THESE GRADING PLANS AND FIND THAT THEY COMPLY 1 REINFORCED FOOTINGS WILL BE NECESSARY. THE UNDER- FOILOw /NGAGfNCIES:
OPERATIONS WILL LEASE IMMEDIATELY GRADING MING GRADING OPERATIONS AND THE PER -
SUCH
SANDBAG SPACING(FEET) = STREET L07E MM�
WITH THE RECOMMENDATIONS AS SPECIFIED IN OUR SOILS REPORT FOR THIS 1.0' 1.5, CUTTING SHOULD BE CARRIED TO A MINIMUM DEPTH
Of SAN DIEGO GAS f ELECTRIC 232 -4252 EXT. 7569
SUBDIVISION. LIMITS OF STREET CORE 1:1 3.0 EXAMPLE: 6% STREET 0_.�R =25' SPACING TWO FEET BELOW FINISH PAD* GRADE. THE
SOILS EX- PACIFIC BELL 298-0595 MITTEE WILL MOTLEY THE DIRECTOR Of PUBLIC
POSED IN THE BOTTOM OF THE EXCAVATION SWAD BE CATS: 942 -9944
UE CONDITIONED WILL NOT RECOMMENCE OF THE DISCOVERY. GRADING OPERATIONS
SCARIFIED TO 12 INCHES, MO AND SEwER:CARDIFF SANITATION DISTRICT 565 -5657 UNTIL THE PERMITTEE HAS
IL REPORT r: CALIFORNIA SOILS AND TESTING, INC. COMPACTED PRIOR TO REPLACING THE EXCAVATED SOILS. WA TER:OLIVENBAIN ITATI Y
WATER DISTRICT 753 -&4gg RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR
BY. �'�, °�- �, TYPICAL STREET CORE SECTION 2• SANDBAGS SNAIL ALSO BE PLACED ON THE UPSTREAM
SIDE Of ALL DRAINAGE INLETS TO MINIMIZE SILT OF PUBLIC WORKS TO DO S0.
ccaT (NO SCALE) FOUNDATION DESIGN RECOMMENDATIONS FOR TRANSITION 7. A SOILS REPORT MAY IE REQUIRED PRIOR
TO THE BUILDUP IN THE INLETS AND PIPES. LOTS ARE PRESENTED IN THE "FOUNDATION DESIGN"
DATE: ft,I #Id RANCHO SANTA FE ROAD 3. CONTRACTOR SHALL ASSUME RESPONSIBILITY TO SECTION OF THE SOILS REPORT, ISSUANCE OfA
BUILDING PEl1AaT 1&. ALL GRADING W][l IN ACCORDANCE WITH
PLACE ANY ADDITIONAL SANDBAGS AS NECESSARY 8 APPROVAL OF THESE PLANS BY THE DIRECTOR OF PUBLIC SAN DIEGO COUNTY
STANDARD DRAWINGS: DS -8,
STA 20+85.87 TO STA 306ft-34 TO PREVENT SITE EROSION. PVC STORM GRAIN NOTES WORKS DOES Nor AUTHORIZE ANY WORK OR GRADING
DS -10, US -11, AND DS -75.
SO NOTE TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER
I. 7W PIPE SHALL BE BACKFILLED WITH MXK AT LEAST ONE R OTOVER MISSION 14AS BEEN OS TAM ED AND A VALID GRADING
All LOTS WITHIN THIS StNRIYISION HAVE A 41111111011 OF 100 SQUARE CARL8�/1D 0iN ' t THE TOP OF PIPE, PERMIT MAS BEEN ISSUED.
BID
FEET OF SGLAR ACCESS VON EACN E=1STING AND/OR PROPOSED DWELLING
UNIT AS REQUIRED BY SECTION 61.401(N) OF THE SUBDIVISIO 2 PRIOR TO PW-VVENTOF THE ROCK THE COUNTY INSPWrOR lN&L
ORDINANCE.
ENCINIT
RANCH APPROVE rW LINE AND GRADE OF THE PIPE. 0
3 ANY PVC PIPE THAT LIES UNDER THE 1100" WITH L06 THAN TREE 0 CON TRACT
Contractor agrees that he shah as mme tole and con gk4e resptnmMity for job FEET OF COV" 0 BE ENCASED IN PORFLAMP C11 ENT CONCRETE AT
an
��� '�►
LEAST ONE wot OVER 704 tb► OF PIPE. tMNE r.c.c. MOLL ATTAIN A za PERMITS T'-' r
site conditions during the course of construction of this Project, including safety of all s kIY 4k � DAY COMPRESSIVE ttrRENGTH OF tSOO PSI.
u COVNTV of SAN DIEGO
pe
persons and prorty; that this requirement shall apply continuously and not be lim- BEPA4ITWNT BF PUBLIC WORKS
ited to normal working hours; and that the Contractor shall defend, indemnify and 4 FOR THE 24" Pvc STORM DRAIN SHOWN ON PIWFN.E •a-
SWEET 11 OF 15 REZONE PERMIT NO, N/A MAO
hold the Owner ano the Engineer harmless from any and all liability,
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