2003-1412 G (Plans) LEGAL DESCRIPTION
OWNER'S CERTIFICATE WORK TO BE DONE
1CH SEE CERTIFICATE OF COMPLIANCE
DOC, NO. 1 99 7 - 061 4690 PARCEL 4 OF MAP NO. 12666 TOGETHER WITH I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
� �p►D PARCELS 3 AND 4 OF PARCEL MAP NO. 1918, PLUS A PORTION OF THE BEE OR WILL BE RETAINED TO SU PERVISE THE GR ADING
ACTIVITY FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
AND
SITE SE 1/4 OF SECTION 8, T1 3S, RANGE 3 W, SBM. OF SITE.
SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS .
APN# 264- 270 -091, 13 do 57 CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
400't BU REFERENCE DRAWINGS p AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
o slc T S THE COMPACTION AND S 7 ° '�
�G M DATE LEGEND OL LILAC SUMMIT GRADING PLANS PER: 4568 -G
CFIp NAME: PHILIP G. , D TRUSTEE OF , 1 DECARION
C'y W JASMINE CREST SEWER IMPROVEMENT PLANS PER: CS - 222 LIVING TRU D A TE D FEBRUARY 28, 1991. I TEM RSQ SYMBOL
QUANTITY
� . J _ WATER IMPROVEMENT PLANS PER: SD -001- 346 -05
J 19.38.1111 *+ A ADDRESS: 543 EMERALD BAY, LAGUNA BEACH, CA 92651 PROPERTY LINE
EARTHWORK QUANTITIES PHONE: (949) 497 -3460 EXISTING CONTOURS 60
CUT = 33,000 CY X60
ENCIWIT FILL = 30,000 CY FINISH CONTOURS
EL AMINO of SHRINKAGE - 3,000 CY SOILS ENGINEER'S CERTIFICATE 54.75
DEL
IVO RTE I, S.r'1.!��' 4 I�
O GJ DIEGO IMPORT /EXPORT = 0 CY, BALANCED SITE PROPOSED SPOT ELEVATION
o .SL',�a'± REGISTERED CIVIL ENGINEER IN THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED CUT SLOPE (2:1)
SOILS MECHANICS, HEREBY CERTIFY THAI A SAMPLING AND STUDY OF THE
VICINITY MAP SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR FILL SLOPE (2:1)
NOT -TO -SCALE UNDER MY DIRECTION BETWEEN THE DATES 3 - 3-04 AND q- a S -O'¢ EARTH SWALE � � —+
(1995 THOMAS BRO. PAGE NO. 1148, C -5) ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
4' WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF EXISTING STORM DRAIN PER DWG 6147 -G
- --_ _--
GRASS PAVE OR THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
CITY GEOTEXTILE APPROVED PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE CONCRETE BROW DITCH D -75
=Z> I=* b 3,157 LF
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
GRADING S AND Q pAF RIP RAP D -40 ® 19 CY
.... T 6
SIGNED:
PROPOSED SEWER MAIN -- - -5 °- ---- --
y>,'< I No. 46174
r : EXP DATE: �.. _
.CLASS II BASE RCE No. * E * PROPOSED WATER MAIN
PCC BURIED BERM SIGNED: CIVIC
3/ S �s PROPOSED SEWER LATERAL
CALF
-- - -�'
4 GR ASSY SWALE CEG No.: 9B0 EXP DATE: ? � 0 FZfr�, PROPOSED WATER LATERAL -- - -
P O NOT -TO -SCALE COMPANY NAME: VINJE do MIDDLETON ENG *
ADDRESS: 2450 VINEYARD AVENUE, SUITE ENGINEERING HYDROSEED 120,935 SF zr j ESCONDIDO,
CA 92029 'rF Op CAUFGP� GRAVEL BAGS 5,265 EA
PHONE: (760) 743 -1214
STORM DRAIN
f_. JOB NO.: 04 -160 -P
c.'� LO N `
f NOTE: THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
�' ✓ Q z `
• � ,< �� �, L /�'� � f � CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF
HIS BID.
I ts DECLARATION OF RESPONSIBLE CHARGE
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
W ` 1
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 40' (PRIVATE
ti• ,� E
ENGI
G I ER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT T HE
p K PERF ORMED HEREIN SHALL 32 GRADED WIDTH
R C � S S U S � W OR K LL BE IN ACCORDANCE WITH THE RULES AND
- 4 4 12' 12' 4' 4'
WIT (P VT ) ANY ( I Y PLANCHECK OR REVREVIEW PE R FORMED BY THE CITY OF ENCINITAS NITAS PLANS PREPARED BY THE ENGINEER
I S N A ''' ' ' W
ITS CAP ' ' 86 6
AS A UBLIC ENTITY FOR THE
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR j
DOES OF THE PLANS OR DESIGN, AND IT THEREFORE DES NOT RELIEVE THE
4' WIDE x 8 DEEP 4 MADE x 6 " DEEP
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
GRASS LMIED SWALE GRASS -LMIED SWALE
_ „V U
THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS CITY F
THE 0 SEE DETAIL THIS SHEET . SEE DETAIL THIS SHEET
ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS
OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE 12 "z6" CUTOFF WALL
AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK 12 "x6" CUTOFF WALL PERFORMED BY THE
ENGINEER. MIN. 4" AC OVER
6" CLASS II BASE
xf ESSI C ITY OF ENC INITAS 8" WATER AC STRUCTURAL
ti FN R' Cq n =6.0 SECTION PER SOILS
8 SEWER INVESTIGATIONS
t SAN DIEGUITO ENGINEERING, INC. ' h m
4407 MANCHESTER AVENUE, SUITE 105 R. CROSBY RCE 41975 " RURAL LOCAL
1 • �., , ENCINITAS, CALIFORNIA 92024 EV X31 a MODIFIED STREET SECTION
�. , " ] p " PHONE: (760)753 -5525 '��
- � - Io %rl0y �rF 01 v 1� oR � NOT -TO -SCALE
DATE uF c��� STA 10 +46.23 TO STA 11 +20.07
STA 11 +47.45 TO STA 12 +04.59
40' PRIVATE 40' (PRIVATE) Z
_ •__..��: �. 32 GRADED WIDTH 32 GRADED WIDTH
I
4 4 12 12 4 4 4 4 12 12 4 4 Z
, z 6.86' 6' > > 6.86' 6' z
SCALE 1 = 200' 4' WIDE x 6" DEEP & LJJ
KEY MAP n+�Er 3� z �u
O QP OF ESS /qy_ — — z
S. 9"
w W 4i 12 "x6" CUTOFF WALL z
G ' ROLLED CURB ROLLED CURB Ld
L 0.61158 m MIN. 4" AC OVER MATCH COLOR 6 II BASE MATCH EXI STING COLOR
* EXP.6J0- 07 * 6" CLASS II BASE (TYPICAL BOTH SIDES) PER CITY OF ENCINITAS (TYPICAL BOTH
SIDES) O
PER CITY OF ENCINITAS
. � CNII. �! ROAD STANDARDS 6" WATER AC STRUCTURAL ROAD STANDARDS 8' WATER AC STRUCTURAL
'I F OFCP��EO SECTION PER SOILS n =6.0 SECTION PER SOILS
TI-6. 8" SEWER INVESTIGATIONS 8" SEWER INVESTIGATIONS U-)
am DIEwTo Ewwd3Fwq INc PARKS AND RECREATION DEPARTMENT ENCINITAS. FIRE DEPARTMENT RURAL LOCAL RURAL LOCAL
w In
4407 MANCHESTER, SUITE 105 "AS BUILT" MODIFIED STREET SECTION TYPICAL STREET SECTION o
ENCINITAS, CA 92024 NOT -TO -SCALE NOT -TO -SCALE Z M
PHONE: (760) 753 -5525 /�� n
fC4 SNYb � AINf APPROVED By. APPROVED B / 11(JIf1� TOLL FREE STA 11 +20.07 TO STA 11 +47.45
STA 10 +41.50 TO STA 10 +46.23 Q Lo BY: °'�i / STA 12 +04.59 TO STA 13 +08.92 STA 13 +08.92 TO STA 15 +02.04
O � CIVL BIK1�FI10 • PLANM DATE: /bY ofd DATE: �0�� ANNAO ELLE5,AGUILA :3-28 -07 1 -"� LAN) SURVEYM RC
6//58 IXP:6-30-07 422 -4133
TA wl> MK mww 7dl m 0
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING DEPARTMENT APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. n
S - ,V /LT
PLANS PR
DESCRIPTION: COUNTY BENCH MARK NO ARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLANS FOR:
h
OC 0073- CHIS. SO IN TOP OF HEADWALL APPROVED By: DATE: /d J;
LOCATION: SW COR. EL CAMINO DEL HORIZONTAL N/A BY: 6Y:
NORTE & RANCHO SANTA FE RD. R.C.E. No. : 41975 CITY OF ENCINITAS TRACT NO. 00 —18 6 1412
G
RECC FR 6 Co.S.D. V
do GS � VERTICAL N/A DATE: I I /1 /G q N R. CROSBY DATE: 1112 / o DATE: IT4f 04
IXP. 3 -31 -06
SHEET 1 OF 7
U: \iDATA\ engineering \4545 \dwg \Grading \Grd— Shti.dwg, Date: 4 -7 -04 FU NO 00
GENERAL NOTES
A. GENERAL
1. ALL WORK SWILL. BE DONE IN ACCORDANCE WITH THESE THE CONTRACTOR IS REQUIRED TO TAKE DUE F. EROSION COMML 3. AREAS TO
BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
ALVIN HYDROSEEDING BY:
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT OR NANETTE MAYO, (714)261 -1400
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 1. ROUGHENING THE SURFACE TO BE
PLANTED BY ANY OR
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
COMBINATION OF
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
TRACK WALKING SLOPES STEEPER THAN 6:1
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. LOCATION OF UTILITIES AND NOTIFICATION OF SEASON. ALL NECESSARY MATERIALS SHAT BE STOCKPILED
B. RIPPING AREAS THAT WILL NO BREAK UP USING
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL COMMENCEMENT OF WORK: ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
OF TEMPORARY DEVICES WHEN RAIN IS ITEM "A" ABOVE.
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, A. SEWER - CARDIFF SANITATION DISTRICT EMINENT. 2. CONDITIONING THE SOILS
SO THAT IT IS SUITABLE FOR
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. (760) 633x1770 PLANTING BY:
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE B. GAS do ELECTRIC - SAN DIEGO GAS do ELECTRIC 3. DEVICES SHOWN ON PLANS SHALL NOT BE
MOVED OR P P AD LISTING THE SURFACE SOIL MOISTURE TO
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 1 -800- 422 -4133 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING PROVIDE A DAMP BUT NOT SATURATED
SEED BED.
C. WATER - OUVENH IN MUNICIPAAL WATER DISTRICT INSPECTOR.
3. WRITTEN PERMISSION SWILL BE OBTAINED FOR ANY OFF- (760) 753 -6466 B. THE ADDITION OF SOIL AMENDMENTS, PH
SITE GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS
1 -800- 422 -4133 DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
4. CONTRACTOR SHALL TAKE MY NfESSARY PRECAUTIONS E. CABLE TV - COX COMMUNICATIONS CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO A
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING (760) 599 -6060
GRAQW OPERATIONS. ANYTHING DAMAGED OR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION VIGOROUS GROWTH UNTIL THE PROJECT IS
ENTLY
18ESIROYED SHALL BE REPLACED OR REPAIRED TO 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE CONTROL MEASURES AS MAY BE REQUIRED BY THE
CITY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
CONDITION EXISTING PRIOR TO GRADING. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR
PERMANENT LANDSCAPINGrVNTIL THE PROJECT IS COMPLETED
5. THE DEVELOPER SWILL BE RESPONSIBLE THAT ANY PHONE 760 -633 - 2770. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. AND ALL SECURITY
RELEASED.
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 6. THE CONTRACTOR Shall BE RESPONSIBLE
AND SHALL TAKE
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A FOR INSPECTION. PHONE 760 - 633 -2770. ALL WORK NECESSARY PRECAUTON4S TO PREVENT PUBLIC
TRESPASS
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ONTO AREAS WHEN IMPOUNDED WATERS CREATE
A �T�
SUBJECT TO REJECTION AND REMOVAL. HAZARDOUS CONDITION. ,,o. NOTE
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE IF CONSTRUCTION (INCLUDING CLEARING
AND GRADING) OCCURS DURING RAPTOR
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, D. GRADING APPROVED GRADING PLAN 4 M4L BE INCORPORATED BREEDING SEASON (FEBRUARY
1 - AUGUST 30), A QUALIFIED BIOLOGIST SHALL
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A HEREON. CONDUCT A PRE - CONSTRUCTION
SURVEY OF THE PROJECT SITE WITHIN ONE
LAWS AND REGULATIONS. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE WEEK OF COMMENCEMENT OF CONSTRUCTION ACTIVITY TO
DETERMINE WHETHER
SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST THERE ARE ACTIVE RAPTOR NESTS
WITHIN THE AREA. IF AN ACTIVE NEST IS
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF AND COMPACTION OF FILLS AND BACKFILLS AND DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OBSERVED, A BUFFER SHALL BE ESTABLISHED BETWEEN THE CONSTRUCTION
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS OF EACH WORK DAY. ACTIVITIES AND
THE NEST SO THAT NESTING ACTIVITIES ARE NOT INTERRUPTED.
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND REPORTS AS REQUIRED AND WILL DETERMINE THE THE BUFFER SHOULD BE A MINIMUM WIDTH
OF 300 FEET AND SHOULD BE IN
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY SUITABILITY OF ANY FILL MATERIAL. UPON C%VtfT& OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
BE IN EFFECT AS LONG AS CONSTRUCTION IS OCCURRING OR UNTIL THE NEST IS NO
RECOGNIZED HOLIDAYS. GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE LONGER ACTIVE.
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- AND THAT IN HIS . 91WOON, ALL EMBANKMENTS AND PERCENT (40X). SILT AND OTHER DEBRIS SHALL
BE
GRADING MEETING HAS BEEN HELD ONSITE WITH THE EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH REMOVED AFTER EACH RAINFALL
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL THE APPROVED GRADING PLANS AND THAT ALL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL
TO
PERMITTEE. THE PRE -GRADE MEETING SHALL BE THEIR INTENDED USE. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90%
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
BY CALLING (760)633 -2770. ark► 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED STABILIZED WITH PUNCHED STRAW INSTALLED IN
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
9. UPON FINAL COMPLETION OF THE WORK UNDER THE PONDING OF WATER. HE SHALL CONTROL SURFACE WATER SEDIMENT CONTROL HANDBOOK OF THE STATE OF
GRADING PERM q1T PRIOR TO FINAL GRADING APPROVAL AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO CALIFORNIA DEPARTMENT OF CONSERVATION.
AND /OR FINAL IMEEASE OF SECURITY, AN AS GRADED FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
CERTIFICATION SHALL BE PROVIDED STATING: MEASURES TO PREVENT EROSION OF FRESHLY GRADED
"THE GRADING UNDER PERMIT N0. 1412 -G HAS BEEN AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND E. HYDROSEED
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
ATTACHED AS- GRADED PLAN ". 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED WHEN THEY ARE:
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND AND FILL SHALL BE PLACED IN ACCORDANCE WITH
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND A. THREE FEET OR MORE IN HEIGHT IN FILL
AREAS.
GRADING OPERATION. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE
10. SLOPE RATIOS: TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE EROSION RESISTANT CHARACTER OF THE MATERIAL AS
CUT 2:1 FOR ALL SLOPES REMOVED TO SUITABLE FIRM NATURAL GROUND. THE APPROVED BY THE CITY ENGINEER.
FILL 2:1 FOR ALL SLOPES EXPOSED SONS SHALL BE SCARIFIED TO A DEPTH OF 6' AND 2 IRRIGATION SWILL MAINTAIN THE MOISTURE LEVEL OF THE
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE THEN COMPACTED TO A MINIM . UM OF 90 PERCENT. IT SHALL SOIL AT THE OPTIMUM LEVEL FOR THE
GROWTH OF THE
APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,
REVIEW OF A REPORT FROM A SOILS ENGINEER. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE HYDROSEEDED GROWTH.
WITH SPECIFICATIONS.
EXCAVATION: 33.000 +/- CY• FILL: 30.000 +/- CY•
SHRINKAGE: 3,000 +/- CY' 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO 1. SEED MIX SHALL CONSIST OF NO LESS THAN
WASTE: 0 +/- CY• A SEPARATE PERMIT MUST BE OBTAINED FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND A. 20 NOS. PER ACRE OF ROSE CLOVER
IMPORT: 0 +/- CY* FOR WASTE OR IMPORT AREAS. UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND B. 20 LBS PER ACRE OF ZORRO FESCUE
RESOURCES ARE DISCOVERED ON THE SITE OF THIS TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA
GRADING DURING GRADING OPERATIONS, SUCH LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, D. 4 LOS. PER ACRE OF ACHILLEA MILLEFOUA
OPERATIONS WALL CEASE IMMEDIATELY, AND THE ROOTS AND OTHER WASTE MATTER EXPOSED OR E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
PERWI TEE WILL NOTIFY THE DIRECTOR OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE F. 1/2 LB PER ACRE OF DIMORPHOLECA
ENGINEERING OF THE DISCOVERY. GRADING TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED G. ITEMS C, D, E, AND F OF THIS SUBSECTION
OPERATIONS WILL NOT RECOMMENCE UNTIL THE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MAY BE OMITTED ON LOCATIONS WHERE THE AREA
PERIMITME HAS RECEIVED WRITTEN AUTHORITY FROM ACCORDANCE WITH THE GRADING ORDINANCE. BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER
THE DIRECTOR OF ENGINEERING TO DO S0. A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
5. ALL TREES, MUSH, GRASS, AND OTHER OBJECTIONABLE
*EARTHWORK QUANTITIES ARE ESTIMATED FOR MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
PERMIT PURPOSES ONLY. (CALCULATED ON A DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY
THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT EITHER BY DRILLING OR BROADCASTING BEFORE
DUE TO SHRINKAGE OR SWELL FACTORS) AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. HYDROSEEDING.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
11. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICA- INVESTIGATION, FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO I. ALL SEED MATERIALS
SHALL BE TRANSPORTED TO THE
PROPOSED 5 -LOT RESIDENTIAL DEVELOPMENT (TRACT #00 -186), THE DISPOSAL OF ANY SUCH MATERIAL. JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
WILDFLOWER VALLEY DRIVE, ENCINITAS, CAIJFORNIA," DATED APRIL DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION
23, 2004, PREPARED BY VINJE do MIDDLETON ENGINEERING, INC. 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO TAG ATTACHED TO, OR PRINTED
ON SAID CONTAINERS. (,
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT
Z
GRADING SHALL BE DONE IN ACCORDANCE WITH THE THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE
ADDED TO
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE HYDROSEED SLURRY AT THE DISCRETION
OF THE
THE DEVELOPER Shall COMPLY WITH ALL CONDITIONS AND CONTRACTOR.
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH I
B. ENVIRONMENTAL REGARDS TO THE HAULING OPERATION. Z
1. STEEPEST EXISTING SLOPE _ 59% 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS
3. AVERAGE DEPTHS: (A) CUT = F'
2. MAXIMUM VERTICAL DEPTHS: ( 33. CUT = 2 7 ) / _ 1 FILL 5 FT FT E LANDSCAPING THAN 2000 LBS PER ACRE. TYPE 6 MULCH
(STRAW) Ld
000 X 2) `� 1 ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
li.!
(B) FILL = (,30,000 X 27) / 1 47.752 = U FT. ACCORDANCE WITH PLANS APPROVED BY THE CITY
APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST Z
C. NOTIFICATIONS ENGINEER. PLANS SHALL CONFORM TO THE CITY OF BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY ENCINITAS GRADING ORDINANCE AND ALL ADOPTED NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
Z
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE LANDSCAPE AND IRRIGATION STANDARDS. W
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 2. FINISHED GRADING AND PLANTING SHALL BE
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR 16 -20 -0, WITH 15X SULPHUR APPLIED AT THE
RATE OF O
IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED 500 LBS. PER ACRE 15X SULPHUR APPLIED AT THE
BETWEEN OCTOBER 1 AND APRIL 15. RATE OF 500 LBS. PER ACRE. Lf')
8AN DEQUTO 84 NC pApFESSIar, oQ�OFESS /q1� C�
4407 MANCHESTER, SUITE 105 v y Odd "AS-BUILT" 9 a ir ! '
No.e++se s 1
ENCINITAS, CA 92024 L Z M
PHONE: (760) 753 -5525 NO. 41975 or. 6-*
s OF. 3-31-M BY; d C10. Q U
GVL EiA1OMlEFIN0 • PLANNING �rF C I V L o QA� ANN L LE S. AGUI L AR :3-28 -07 �lF of CN�F
N
LAND BURVEYNO OF C AA.0 RC 61158 EXP.: 6-30- 07 O
REV1s1oNS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PUNNING & BUILDING DEPARTMENT sm I SRC I sw APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. to
UIL DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLANS FOR:
h
OC 0073- CHIS. SID IN TOP OF HEADWALL N A APPROVED By: DATE: /d
LOCATION: SW COR. EL CAMINO DEL HORIZONTAL / T i
NO He .S FE R CNTRL vERncu N /A DATE: STEVEN R. CROSBY R.C.E. No. : 41975 �'`` �` CITY OF ENCINITAS
TRACT NO. 00-186 1412
DATE: (117 DATE: _u[ 7
ELEV: 119.476 DATUM: USC & GS EXP, 3 -31 -08
SHEET Z OF 7
U: \1DATA\ engineering \4545 \dwg \Grading \Grd- Sht2.dwg, Date: 4 -7 -04 F NO. OU
♦ i
NOTE
7 ) n'
4
- - - -- .( j � ' � -f ` ? 1. ALL SLOPES GREATER THAN 15 FEET HIGH SHALL BE ROUNDED
INTO THE
k, r /? ?' \ o �� ? a ° " °- ° E XISTING TERRAIN
PRODUCE A CONTOURED TRANSITION FROM SLOPE FACE
PAD 20' ESCONDIDO OUTFACE TO NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES WHERE
SEINER EASEMENT CONDITIONS PERMIT.
18' RCP
1 2
� - 4' 8' } ,/ ? I \ ??,* ° + ', . STRAIGHT UNIFORM SLOPES SHALL BE AVOIDED. EVERY EFFORT
SHOULD BE
��I t t I it - 43. MADE TO CONSTRUCT SLOPES THAT APPEAR NATURAL IN CHARACTER. THE
I �(/ _ �� 2��y }y �, STEEPNESS OF SLOPES SHOULD VARY AND SLOPE FACES SHOULD UNDULATE
J 71 rJ O �` -� SCALE PER�0 -75 �,1X MMI IN AN EFFORT TO PRODUCE A MORE NATURAL APPEARING SLOPE.
SHARP,
t ANGULAR CHANGES IN THE DIRECTION OF SLOPE FACES SHALL NOT BE Q
5 15 2 /o o I
(DITCH # 3) PERMITTED.
\-�? ; ?' v O' G. ,,v -.° 3 P EXCEEDING FIFTEEN FEET IN VERTICAL HEIGHT SHALL ALSO BE PLANTED
CAeC"C RAILDO � ; ; , ,� /! / 1 V', ITY OF ESCONDIDO' � �� � ` � WITH SHRUBS, SPACED
AT NOT TO EXCEED TEN FEET ON CENTERS; OR TREES,
!
41 SEWER EASE'.MENT�� i SPACED AT NOT TO EXCEED TWENTY FEET ON CENTERS; OR A COMBINATION OF
I tt q Iv_ Q _�'� SHRUBS AND TREES AT EQUIVALENT SPACINGS, IN ADDITION TO THE GRASS OR
> _
TYPE B DITCH PAD 0811 i O t t 1 I . `e �a GROUND COVER PUNTS.
w w
24 X 12 DEEP 7 s f - = a2 DAP co is 7 ctu��P4'�T�i v BM. o
G / ' r�noE " r�Cr �� ��� ` \`� }" FuEI 4. Ac�o� ,a�.rv��e�r� ,<bs
30' ESCONDIDO ? / `�� DO�NETK)N Goss slr d S.Y. d� �oP�aaL'o ds/ nr� ctr E.✓�N,
'l '�'
PE R
"9 7 75
SEWER SECTION A -A �
- e b �� y
- - - ,'. , I �� _._,
75 1X M IN
f
NOT TO SCALE l !
TION
1 w I _. \�
, ,o �. / � �P � �? J � � �' � ODIFICA ZONE
__
\ I
T, ' 100 FU L M
p' I �\ �` EXISTING Q7[P( OF
` f 1, I i ONDIDO�/ TFALL ` " - Q HEIGHT OF BUILDINGS SHALL BE MEASURED IN ACCORDANCE
WITH
r. ' "� / 1 I \ SEWER. ,MAMI L 7 _ * \ E MUNICIPAL CODE FROM lH6 PAD ELEVATION
OF
TRNL E y� / �' ( �' \ 190.OFEE�T ABOVE 4 LEVEL APPROVED ON THE TENTATIVE MAP. MAXIMUM
PER DOtr 4� ' J- �` 10 i �' I �,, P '- 96 BUILDING HEIGHT SHALL NOT EXEEO 30 FEET (220.0
FEET A60VE SEA LEVEL)
f)
2' WIDE X� 1VE MAP PA
FROM THE APPROVED TEntTAlD ELEVATION.
2' WI ° 70.1P
SMMIGE PER D -FS • 1 sWi4EE 2 DEEP C
°
b75 O MIN to �,
J
Ft -�Z (DIT PER 171
PL CURVE TABLE
CURVE LENGTH RADIUS
Cl 1 • �..� r , , r �\ U
7
?�
y1 _.
7.7 7 .
PL LINE TABLE 00
LINE LENGTH BEARING
L1 6.44 S39 20 46 \ \ E PLOT.6
4
.E. =17
C4 23.43 425.00 ` / l f l \ \ �w
\.
L2 6.44 S39 20 46"E
C5 74.21 270.00 � ? r r.. l `\,. � \ � 35 ,�.� ° A . •, �."" - �..
L3 40.00 N68'58'29"W !/ F,C1CT BA5)I �, �... \ �4g. ., sjy
L4 3.81 N04 09 23 E
C6 20.05 269.96 / / PER ,7 , f Cb,
9 S� r 1
C7 30.18 269.9 j STA 1
C8 1884 20.00 EASEMENT 38. I \ 00 '. \
1
L5 20.09 S70' 19'45 "E EXISTING SEWER I
`.' } . ,Jr . � J. f �T1�R , �, _ 1 p ,
. � i J / C�, STA t0
L6 66.00 S21 01 31 "W I � Oil �, \
C10 106.84 46x00 4 i t x '. , t , \ F1 �* -lr"'
\,
r
C 11 134.38 48.00
f ,. t \� / . f _`, URB''OUTLET
C 12 18.84 20.00 PitQF1JLE SD D
C13 22.42 230.00 / -5
RSO
` f :. :.., / i` O SHf~ET
4 73.84 515.00:.,'
C1 ! I �; CAT�kI ,, >.�,. ,� '' • q�i.o V I S rd"
f t �8 .._� -. : V
1 b
! I ! „ SYA 104 - .15 �o E� _ - SIC - I
1.1 +5� 8
t trUL � , .0 S'TA' tb �, \
. j 1 EP
' � 'JJ � � ^ �! ,.• - �� - v,F ,� 3 25` VIDE X 2�' � RETE
J1155
DRAIN 1
a ..
P'ER D
/ 1X
t
;d 5
r
r.+sx � � CATCH" �� / ,.
STORM DRAIN DATA TABLE , ' : I P;' f t4. RI�iHT Q H y n LOT
TA RADIUS SLOPE PIPE / RER
LINE LENGTH BEARING DEL 1 1 / I
4' RCP s'' r: SYDR A j CANYON SU f ' i
L1 48.71 N45 11 52 - - 11.85% 2 s {I C PEIt PLATES 12
S8744 57'E - - 1.3671 30 RCP 13 `',OF SOILS F !CATCH BASI
L2 211.18
II PERI SDRSD 0 -7 N • f
L3 94.13 N10'43 05"W - - 44.i9R 30 RCP % 1 1 _ REPORT
' WIDE X 2 CONO STA' 11 +82.25 ?t
2 APRIL ` 2004 BY _ \ n
L10 30.23 S71'51'51 w E - - 4.37X 18 RCP ', \ , I
1 g S*kE'PER D 75 # 1,X �II
• \ -
L11 103.76 N19'39 23"E - 14.53% 18 RCP 4 '' q.` ��
L12 28.00' N2.14X .. (DITCH �5) i ', ; • "` I _ - __.. -.. ;.- f I ' , ,, �`
,� �' `� '' ;
68 58' 15
- -
. '" E '' • � IN ; 40T "4
242.58 N69' 11 39'W - - 4.5471 18 RCP ; t I i" - , ;.
{ Y
L13 " RCP M P.E1L4 LOS. FtU 4-
T23 43 - - 4.1 3X 12 ` STORM t t P.E. 157 III
L14 31.23 S3 oPE ROUNDS ./ ;, ' -�'
.00 11.65% P 1 / T; 1'' ���E_�l
C1 131.08 - 3T33 05 200 ' 24 RC , / 3.1( AT TpP A \ s . '' f
• E PROFI4E
120.00 13.81% 30 RCP ✓` : ' ^ ! f 2' WIDE` X 2' CONC . II (�( I f TD', BE ,I7l1fT�i
r
C2 118.04 56'21 31 ON SHEET 5,,, r
w
ALE _[Z�7 171 MIN
C3 61.93 - 6'43 09 130.50 4.54X 18 RCP I /
-' r / I f CH 7 e f
- FT FOR ALL PIPES. ,. 10' PRNA e,' / • t f,
NOTE. D LOADING 1250 LB/
. . S�r
,•
TYPE %F N F i ACE
PER SD
�`► / 1 f
I t ;OPEN P -
I I `TYPE_ A C I III J I' I�EM'PER "FAF1At MIkP , r o
,
/ f` -7 RSO- Z
� r C 7 Co
WOE H
SDRSD -3 / / ,' y53 .a D7
\ \ \ III I 2 DE P
-5' 1 N J
�M r
�\ ` W
14 +75 T� 2 16.60 43:56'
. i J 504'22 43 J" � "'"i\ , \ 'I
SCALE J'
i Z
2 WIDE X 12 DEEP CONCRETE
0 50 J \
75 100 150 1 ;' !1 I SEE ROFlL 1 0
PER D -75 • 1 X _� _ , i' off,
r . � � 1 ` GAIN g � � \ / � 1 FUELS �' � �"E '� ,
--- �... , jM w_H_
/ .4 +, �X 1 COLIC � � '
` /' ; / t, o V - ) TYPE ,F Nrl► HI BASIN rho; 1 W
yy �y
?! �� ' L T 'r A _ SINAIE I PE2 0 7 j
; � THICK � � � ��1 STA`, 13+9 .10 ( (DITOH� ��'
t ; 4 STA 1tl 27 `' L�T 3' ,� (! \ i
LOT 1 4 j �. ,� . 1 7.' 1
j t i' ,
M. 10 _ a \ , 1 \
I
, \ R PROFILE
,
SE cV
�t�'�►�i��� .S✓'IECT 5 - � rAy.,
v`.` -T. , ...
l t
t ,
ESS _ -__ a FI -
, 24� W
RIP RAP PER RSD D -40 W -5
SM'1 DEMM @I�FW4% INC Q �q L =10' USE 1/2 TON ROCK RIP RAP PER RSO '' t �
.. -
3.4' HICK OVER 1' THICK D -40 W -5' L -10' USE Ea �\ �F .r a �t ■, !� t" "M 1 �" ► f
t Z M
4407 MANCHESTER, SUITE 105 u ti d ' FILTER BLANKET OF D.G. FACING TYPE ROCK 1.4' ���``' /cGyc E SHEET 4
ENCINITAS, CA 92024 stt pETAfI ON sNEET7 Q , II, `,, \ , \ ` \' s
h '�
PHONE: (760) 753 -5525 N0. 41975 A THICK OVER 1' THICK '� NO.. 1158
s m i ` `�
F71P. 41975A FILTER BLANKET OF D.G.
CL Bi N �
IVf�RM • PLAMMlO f� * E)?. 6-30.
tE e 1 v 1 0�4!
S'j71 C NIL O
LAND "VEYNQ of CALVE FOFCpa>E
APPROVALS CITY O ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
REV�ONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE " AS -B U ILT"
Ma" STOW DRAM MID �' 1 i ° DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING
PLANS FOR: �
1 E T FT OC 0073- CHIS. SQ IN TOP OF HEADWALL DATE' --� - --r-
AN AS- ul[T LOCATION: SW CDR. EL cAMINO DEL HORIZONTAL ggELLE S. AGUILAR DA :3 ZB �7 R.C.E No. : 41975
NORTE & RANCHO SANTA FE RD. BY : ��'� CITY OF ENCINITAS TRACT N0. 00 -186 1412 G
DATE: I I / 3 / DATE:
RECORD FROM: Co.S.D. VERTICAL CNTRL VERTICAL N�A RIC 6//58 EXP:6-30 STEVEN R. CROSBY EXP 3 -31 -06
SHEET 3 OF 7
ELEV: 119.476 DATUM: USC do GS e�� NO. c e
FU 00
U: \1DATA\ engineering \4545 \dwg \Grading \Grd Sht3.dwg, Date: 9 -28 -04
I
,
I
I
.1 I ��__ " ".1 I I � N , , — 'If" I I I - I I , - , _111 , " - - __ I - - . � � 1 � I "I
�
. . I 11 - - _ f
'_ � , , ,�� , " �;� I , � �`�%' , '' I "' - - - _r_ - -- -_ _ - ,---- - --- � - - - _-ke -
" le'll � W_ 11" e ;�w�:_- -, .,- I 11" , I "'
I "',_.�", .1 ,,� " - -, V �l - N 1. ,
I �, -, , "Ill' " ,� r�� , I -11 � , �; , �, �, I I - � 1� --____
,
1 ""', ,,"' �l �� �- - ____ __ _���
I I ,.;r - � 'l \ � ,__ - - -_ --I-- ,,�_?6? --- � ---- - _ _____________, __ ...... _-, I
'.,� , , !;",e 1_`�,� 11 - _ I j - , -, I F" i , ,-A
I "�� - - , � " I - 11 I __ - I I � - q � 1 I 11 - - 11 11111 -11, ll� I � I'vowif- ,
,
� ,"',_ " __rl'' - , V_ __ � � __ � I __.l_ I 11 - 1-1- I : �", � (, ,� ,_ __/ _
�
, , - , , - - - I— I "' --- - 1 � 1� _ -11 - 1 O' EASEMENT -
,,�<> I I- I, � _,, � >Irf, � I /.- -- - - I I I 11 I . I I -
, ,_O�l I _,,�-- �,�
� I ,� � " I I I 1 �4 � I
.� � . I , I - " .11 - -
� , �,l - I __ ! . 1 11 � . � , -- - - ,- I I,
;_-;9_- - I I 11-1. 111-1 I'll - 11 - L - �_ - �
�01 1.i�� -1 - -1 E ,�, I . I .1 "; - A,�� �__ , " _ -1 -.1 __ I., 1 '4'__1--q' 1 1 1 - "
I ,. I - I ) -, __ .1 � I 11 .. I I � I
. ,.,�fe"- I I -, '_, � ; I _l\ �'ll I , .. _ � 11 , ............... � � 4 EXIST
GRADE
- I I � _ - - 1_1 .., I I 111 "I I � I �, - TREAD _
,
� , , - i -, I � I _� "�� I I - - �
�` _', . - " ir f -, . I I_A" ...... - - - -
1 6
, I I � 11.1 , I.- - 1
, :
,,�,O- -1 - ____ IN z 7 i , " - ,,, I � , . �_ ,, - I I -- _ __ 2:1 SLOPE
NOTE: MEANDER TRAIL TO
�7_ 11 _ I �, "
- , , "
"I , � I I I , ,_ . . . . . . �
-_-�1$4_ , i ____ 11 � -$*'- - - I , � �11 , I I .. - - � , �4 � K
�,,,` - � , � , , - -, -
,,,,�; ""o ",", ��� " ll_�. I .1 I , . I '*11 I �_l I I , , I , --T I � I - , " I
SAVE EXISTING TREES
-
...... - , " - � . , I- " -S, 1� I I I , J_ I
,
, , - , " " ,� , -
I I I - I 1� � , - , � "� - __-, I I
" , I - I .,-------, , - , I , -
-
, , � I I-- 'l , - I 11 __,�_ .... - CITY STANDIW -,
I
, �1�11` I "I .1 � " - �,, ,�� I _; � �%_'lk_�41k_l I
�
,_� � 0"ll - - 11 I �_ \ i I - - k% � " � �__,
� � -
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- 11 .00' _,- 1, %, _- " - � -- � ,_ I � � I 11 I l j--�*
, " I , , I I -
,� - - �' I N.� , - - - - � _e � '�� i 1, , )" 11111 _.
,
,�l "� - _____ - - 1, l I � , �, i ____ I I i I � � i I � .-D __ j � ` �i: �, , -
FENCW
,�
" ", , �
_`."� .00 ,_ 1- - , , � � - - " . -1 _ I_- , p I I 11 � . _.,�"_l Q 1- I 1 � __
,
I . � I I - _ � I I I I �
- ___- _�l _____ , - - � � _� ll�� _! � � - F"' - 'A - 'I, ), (L ,I
, , - � ____ ; I / 4 -
- ____ \ ,,, LJ � � /f�l " _A J
I - t � ___ I , - � I � � -I I - - _ ,,, _11- --'
__ �1_f � I I I -
__,�,�, ��_ _____, I ,�ll , I _� 9 � I I'^ '_ - I ,---' - —4' MAX HE)GK -
I . I j I -
I ... �
I I �, , 7 ;
I - - , ----,- ___ I , 0 - - '7---- - 1 � * � �' I- -11 1 D EASEMENT
1, ___-- - - _,:� rl � ,".
i �t;-__+__ z � I 0� - T � - " �� I I , 1,,� I - I -1- I I 1 11 � ,
.
11, I - , , - �
I , I . , - ---": - 1. i � I I � � I � ) ,
11" , , � � I ____ __�=�---�. 11 1, 1 I 1 �_. ,__� MASONRY WALL WITH
" I N I I ��__ - I I -1, 1 �z�-,',,`�,�, 1 � 1 ,. � , , � �
I � , �
, � � -1, - I k , I " %. 1 �,,,_)- �' * -
I- - - I I I i I *1 I -1 I .1 - i
11 - j � _� , "I - .:�� I � �� r_ a* TRE, D
�
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, ,
"
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1, ., , , I I , , i __� SPLIT ROCK FACING ---
=__N ; , � � � I 7� ,I " ,�, , \ -_ I I I � I t- I SDRSD C-4
__� -� S��-!5�=----= 6 - 4 1 , - " I f �
�
I :�rj 1 � T -7) 1 X1 -1 1, _ I () ____1 I - f� \ ., I �l �� -,
-1 - � � �l ". �_ 11 1� 1, 7�z-_, .1- A I ! , t f t
�
�,,,,r�� - �, , � :��) -1 ;:� �_ , ��l , - T � I.- ��l I - i ,,� J / � l_____!!77
CITY STANDARD
, ,
,
,
,
��:�, - , . ".*'l- - I _� � 1, :,� I
- ___ __.'_� I - � �� ,,, ,______ - I � � I
'0�17 I 1 - .11 :�'� �
�.I_l __1 - - I �l � / I I 11- �, , ;
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I " - � I - 1 1 � � ,,; �
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mo- N f % , 1.1�� _� �, - - ,,_ �
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i --a-IL __ "I & " , - - ... _ - _: �
, I I I I �1. �__ _�� I NATIVE SO4L OR
I
� -1 ,�� I " ." ! - ..- � - , 11 k � 1 1 1 . j, i -_
______ 11 I - __ � � ---
- � - �' ", - -- I
I -11 �1� ,�� � -, ,� ,�� -i- , 11" ___� _;_
�,�_*� " , I / .',:, �FENCING
11-J - 11 k*- "
__ - I + -.1 � / " --- � - -1, - ) L I � i DECOMPOSED GRANITE 3'
MAX HEIGHT
,
_ I _____ - / `4" - ":, , , " - f
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; I - - - `_ .
I � - Qy I I . -, .", I -�z - . � 1 :
, � _'
; - , ,, - 11 - �__ - I ��� ! I ! EXISTW OR WOOD CHIPS. MIN. EXIST GRADE
-, MASONRY WALL WITH
� I I � -, ,; __ " - ': � " I 1-1 1- - - -
c ! . I I - -_ L - - I � ____
I - - �,
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--
I I - - ". - ,1,1111 I- I - �__ __ �� 11 .., . j �, I BOX CULVERT 4* DEEP. PARKS DEPT.
3:1 * SPLIT ROCK FACING
.
" i � ..__ �. I 111-1 ,_�� 1 1 r
_�l i � � � . ..... 4�__ - �_ -1111,1 " _.:,_�� 1, .� - ., "" I , � z . �
.:�_� SDRSD C-4
- I - __ -A I ",---, "r, - i" _ � I _� I
� 1 77� , '�-� -, LOT 1
__._� ,_ 0 - ," ,
. I , - , I
1', I , I it , ,__ , I , - ----. �l / i � I i '' I I TO APPROVE SURFACE
- I
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I . I-- I- , ��i - - __ _� -,
_ 11 1. . z ... � I I
11 � — — — -
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fl 1 . ___, Z-.1- , I NATIVE SaL OR
51 I , 11 - . , '__ _._ I,--- - �� I .1 !
11 I -1- � - - - .. _ I. ", _�__ - ____ I 7� I DECOMPOSED GRANITE
� I I I - I , , � I ... .... . �.,_ __ � ___ ""l-l", -Is __� �� L,- 3
---
It - 2 . '--- __ , - - -1- ,. -',- - . .- __ , -0 - 14��,-� - - -�-.-,__ �
� _ � - 11 .- _', I,_ \ �� - �_ll I-, / I I !
i � , I - ... -, -1 -
- I ______ 1 � ...... . - - __'�_-,_ - ,l ,�:� � _�t�__ � I
I : _- - - , __�zz__- ", - - 1__: ? �
I � I -- -- - �l T�t._l � i I
i I � f-- .- - __ ; --- �, .. - _': � , - _ ;rct - - -_ OR WOOD CHIPS. MIN.
I - - I
I
I � j 1 7 Q _ 1.1, � ". , __ .. _,_,", - ,� , 11 - � __,,� ��:""�, - -l- - I
I 'I � I - - � I � , __ - - - I ,_ _,_ "ll, L- , ; - 8
i , ,
N - t_ 4* DEEP. PARKS DEPT.
0_� - / -1 I % - �-`,� , _- - TRAL SECTION B
D, - 1111--l- _1_1 - ill_ I'll - � . ... .. __ _:��- P-.-'-,,-, _ _,"', � _-� --,,,' - 1�71411 J��
I
I , - - I
I �,� _ � - - � � � - I - �,_� �: 5
11 . � I t 1 1 17 � � - I � 1.11 - - I'- ,� , ,: z � - -1 `� - � 1 �
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