2003-10484 G (Plans) EMERGENCY BLUFF STABILIZATION = 633 CIRCLE DRIVE
1
GENERAL NOTES SPECIAL NOTES WORK TO BE DONE
1, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 1. AERIAL PHOTOGRAMMETRICALLY- PREPARED TOPOGRAPHIC MAPS ARE REASONABLY
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO ? l
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ACCURATE ON FLAT TO MODERATE SLOPES, AND CONSIDERABLY LESS ACCURATE
ON THESE PLANS AND SPECIFICATIONS. [�
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL STEEP TO NEAR- VERTICAL SLOPES SUCH AS THOSE FOUND ON THIS PROJECT.
4 f
AFPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT MOREOVER, ADDITIONAL COASTAL EROSION HAS OCCURRED SINCE THE
ORIGINAL
THIS PROJECT SHALL GENERALLY CONSIST OF ALL WORK NECESSARY TO CONSTRUCT THE !''
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE AERIAL OVERFLIGHT AND EXISTING CONDITIONS ARE DIFFERENT THAN THAT SHORELINE
STABILIZATION STRUCTURE AS SHOWN ON THESE CONSTRUCTION DRAWINGS.
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION SHOWN ON THESE PLANS. CONTRACTOR SHALL INDEPENDENTLY FIELD
VERIFY
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ACTUAL BLUFF ELEVATIONS AND LOCATION, INCLUDING OVERHANGS, VOIDS,
AND UPON COMPLETION OF THE WORK, THE ENTIRE SITE SHALL BE CLEARED OF EQUIPMENT,
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. AMOUNTS AND DEPTHS OF BEACH SANDS AND TALUS PRIOR TO BIDDING WORK, AND
UNUSED MATERIALS, AND RUBBISH SO AS TO PRESENT A SATISFACTORY, CLEAN, AND NEAT 5
AGAIN PRIOR TO CONSTRUCTION. CHANGES IN PERCEIVED OR ACTUAL PHYSICAL APPEARANCE. CONTRACTOR IS TO FURNISH ALL TOOLS,
EQUIPMENT, LABOR, AND MATERIAL
2. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES CONDITIONS MAY WARRANT MODIFICATIONS TO THE DESIGN AND /OR WALL LOCATION. NE
CESSARY TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1 y 'J1
OR REGULATIONS. THE rONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
NO PROJECT z
SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR LESS THAN 14 DAYS PRIOR TO SCHEDULED START OF CONSTRUCTION TO PERMI
I FE QQ
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, FIELD DESIGN CHANGES AS MAY BE REQUIRED.
LOCAT /ON
LAWS AND REGULATIONS.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 4, DURING CONSTRUCTION OF THE APPROVED DEVELOPMENT, DISTURBANCE TO SAND SITE
SAFETY
PROTECT AND MAINTAIN THE EXISTING UTILITY SERVICES SHOWN ON THESE PLANS AND AND INTERTIDAL AREAS SHALL BE MINIMIZED TO THE MAXIMLIN" EXTENT
FEASIBLE,
ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR ALL EXCAVATED BEACH SAND SHALL BE REDEPOSITED ON THE BEACH.
LOCAL 1. THE CONTRACTOR IS ADVISED THAT THE UPPER BLUFFS, THE CLEAN SANDS ABOVE
IS REQUIRED TO PROVIDE A MARKOUT OF ALL UTILITIES WITHIN THE AREA OF WORK SAND, COBBLES OR SHORELINE ROCKS SHALL NOT BE USED FOR BACKFILL
OR ELEVATION 18 FEET, ARE HIGHLY UNSTABLE AND SUBJECT TO PROGRESSIVE FAILURES,
PRIOR TO COMMENCING CONSTRUCTION. FOR ANY OTHER PURPOSE AS CONSTRUCTION MATERAAI, WITH THE POTENTIAL FOR TENS TO HUNDREDS
OF YARDS OF BLUFF -TOP MATERIALS TO
COLLAPSE WITH LITTLE, IF ANY, WARNING. IT IS SU« rE TO SAY THAT A HAZARDOUS ,
4. THE CONTRACTOR S -A_ TAKE PRECAUTIONARY MEASURES TO ENSURE THAT ALL CONDITION EXISTS FOR COLS RUCTION WORK- zS W ^a✓
NG AT THE BASE OF THE SEA
UTILITY SERVICES WILL REMAIN FUNCTIONAL DURING THE CONSTRUCTION PERIOD. CLIFF. THE CONTRACTOR IS RESPONSIBLE FCR V',_LMENTING
WHATEVER SAFETY" �?
PRECAUTIONS HE DEEMS NECESSARY. TO MINIMIZE THIS HAZARD
5. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE ON THE JOB SITE COPIES OF THE FOLLOWING REVISIONS AND ADDITIONS SUPPLEMENT THE STANDARD
u
APPLICABLE STANDARDS SHOWN ON THESE PLANS, AND BE FAMILIAR WITH THEIR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND THE
4 {
I
REQUIREMENTS. REGIONAL SUPPLEMENTAL AMENDMENTS. \
V'A DE
-.. �....
�. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES, ORDINANCES,
RESTRICTIONS AND OSHA REQUIREMENTS. S PECIAL PROVISIONS
7. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS OF ALL EXISTING FACILITIES, S TANDARDS SHEET INDEX
THE LOCATIONS OF ALL EXISTING UTILITIES, AND ALL OTHER CONDITIONS PRIOR TO
COMMENCING CONSTRUCTION. A. ALL WORK SHALL CONFORM TO THE 1997 EDITION OF THE STANDARD SPECIFICATIONS DWG. NO. SHEET NO.
DESCRIPTION VICINITY MAP
FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND THE REGIONAL SUPPLEMENTAL NO QUA E
8. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL AMENDMENTS (RSA) 1997, EXCEPT AS SPFCIFICALLY MODIFIED BY THE
SPECIAL C -1 1 TITLE SHEET
NOTES IN CASE OF CONFLICT. PROVISIONS HEREIN. THE SPECIFICATIONS CONTAINED IN THESE SPECIAL, PROVISIONS
9. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE TAKE PRECEDENCE OVER THE COLLECTIVE REQUIRFMENTS OF SSPWC
AND RSA. C -2 2 SITE PLAN
WCRK, SUCH DETAILS SHALL, BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE
PLANS OR THE SAN DIEGO REGIONAL DRAWINGS, WHEREVER THESE SPECIAL PROVISIONS REFER TO THE TERMINOLOGY "SSPWC" IT C_ 3 ERODIBLE
CONCRETE FILL - PROFILE
SHALL BE UNDERSTOOD THAT THE SPECIFICATION REFERS TO THE COLLECTIVE
10. UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHAT I BE RESPONSIBLE REQUIREMENTS OF THE SSPWC AND RSA
FOR LEAVING THE WORK AREA FREE OF HAZARDS, AN4 SHALL PROVIDE ALL NECESSARY C-4 4 SITE ACCESS
TEMPORARY SIGNS, WARNING DEVICES, AND BARRICAD:
11. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE AND
PRnTFCT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER STANDARD SPECIFICATIONS
U11LITIES WHERE NEW WORK IS BEING PERFORMED. BEFORE EXCAVATING, VERIFY
LOCATION OF UNDERGROUND UTILITIES - CONTACT:
1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC 1997
GAS & ELECTRIC COMPANY 800 - 422 -4133 EDITION) INCLUDING THE 1997 REGIONAL SUPPLEMENT AMENDMENTS,
TELEPHONE CO. & FIRE ALARM 800 - 422 -4133
WATER & SEWER 800 - 422 -4133
COMMUNICATIONS DIVISION 800 - 422 -4133 SITE ACC STANDARD DRAWINGS
UNDERGROUND SERVICE ALERT 800 - 422 -4133
1. CONTR; CTOR SHALL MAINTAIN ACCESS TO ALL ALLEYS, SIDEWALKS, PRIVATE 1 SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS, MAY 1997 EDITION.
12, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE STARTING DRIVEWE , S, AND PUBLIC STREETS AT ALL TIMES.
WORK, AND HE SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
2. CONSTRU( TION EQUIPMENT AND ACTIVITIES PERFORMED ON THE SANDY BEACH AREA
13, THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL WORK SHOWN IS SHALL NO RESTRICT LATERAL PUBLIC ACCESS. DECLARATION
OF RESPONSIBLE CHARGE
BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARL
THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN 3. CONSTRUCTION MATERIALS: DISTURBANCE TO SAND AND IN`[ RTIDAL AREAS
SHALL BE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I "AVE
INTERPRETATION BEFORE DOING ANY WORK BY CONTACTING THE ENGINEER OF MINIMIZED. BEACH SAND EXCAVATED SHALL BE REDEPOSITED ON THE BEACH. LOCAL
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
RECORD AT (858) 5 -6900 THE CONTRACTOR SHAL' A'_SC TAKE THE NECESSARY STEPS SAND OR COBBLES SHALL NOT BE USED IN ANY PHASE OF THE CONSTRUCTION.
SFCTION 6707 Cl`_ a c NEc_c AND PROFESSIONS CODF
TO PRCT = ' T __ T AND ADJACENT PROPERTv =� U - - . 5 ;ti AND SILTATION - J
THAT REST: �RCV -S OPERATIONS BY APPROPRIATE MLANS ; SANS BAGS, HAY BALES, 4. SITE ACCESS IS AVAILABLE APPROXIMATELY 4000 FEET TO THE
SOUTH AT FLETCHER COVE.
TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF SOLANA BEACH
REGARDING UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY
PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. CONSTRUCTION EQUIPMENT & SITE ACCESS. OF ENCINITAS IS
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME OF
RESPONSIBILITIES FOR PROJECT DESIGN.
14. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE
SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY THE CONTRACTOR PRIOR TO 5. CONSTRUCTION SCHEDULE: NO CONSTRUCTION ACTIVITIES MAY OCCUR DURING
THE By: _ R.C.E. NO. 23792 LIC. EXPIR. DATE 12--31 -05
CONSTRUCTION OF NEW WORK. SUMMER MONTHS BETWEEN MEMORIAL DAY AND LABOR DAY. Walter F. Crompton
15. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT 858 573 -6900 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION. 6. NO OVERNIGHT STORAGE OF EQUIPMENT OR MATERIALS SHALL OCCUR ON SANDY BEACH
OR PUBLIC PARKING SPACES WITHOUT PERMISSION OF THE CITY. NO PARKING OR OWNERS CERTIFICATE �Pp�icg „�os�,ol.
S heinClP�w
16. THE CONTRACTOR SHALL KEEP ACCURATE AND LEGIBLE RECORDS ON A SET OF STORAGE WILL BE ALLOWED ON THE BEACH OR IN FLETCHER COVE PARKING
LCT. DURING
PROJECT BLUELINE PRINTS OF ALL CHANGES OF WORK WHICH OCCUR DURING THE CONSTRUCTION STAGES OE THE PROJECT, THE CONTRACTOR SHALL NOT STORE
ANY QROVESS /oA IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
PROJECT CONSTRUCTION, PRIOR TO FIELD ACCEPTANCE, THE CONTRACTOR SHALL CONSTRUCTION MATERIALS OR WASTE WHERE IT WILL BE OR COULD POTENTIALLY
BE � -� F Cp9�91 e^ IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A RE�,ISTERED CIVIL
DELIVER THIS "AS BUILT” INFORMATION TO THE ENGINEER. SUBJECT TO WAVE EROSION AND DISPERSION. IN ADDITION, NO MACHINERY SHALL BE ENGINEER
MAKE SUCH CHANGES, ALTERATIONS, OR ADDITIONS TO THESE PLANS THAT THE
PLACED, STORED OR OTHERWISE LOCATED IN THE INTERTIDAL ZONE AT ANY TIME, EXCEPT tea' G� y
17 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR FOR THE MINIMUM NECESSARY TO PLACE THE ERODIBLE CONCRETE
INFILL. �n r^ PUBLIC WORKS INSPECTOR DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
PUBLIC WORKS CONSTRUCTION, 1997 EDITION, UNLESS OTHERWISE SPECIFIED. CONSTRUCTION EQUIPMENT SHALL NOT BE WASHED ON THE BEACH OR ANYWHERE THAT
23792 COMPLETION OF THE IMPROVEMENTS.
THE RUNOFF WILL ENTER THE STORM WATER SYSTEM. * Exp 12/31/05
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PI "JS
f � CIVIL ��� WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE
g lF OF CA`\ �1) CONSTRUCTION PERMIT, AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL
WORKING DAY UNTIL COMPLETED, 'RRESPECTIVE AND INDEPENDENT OF ANY OTHER W0 I_-
,` ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL 1M�9�1_4�
AS AUILT SIGNED DATE 986
CALIFORNIA COASTAL PLA PREPARED UNDER T HE SUPERVISION OF DESIGN REVISION J DRAWN No
DEVELOPMENT w.1[,
/Z 1� RE B DATE APP. T - EMERGENCY BLUFF STABILIZATION - 633 CIRCLE DRIVE CITY OF ENCINITAS
- � OI ' 3O�N'lU� C UP
PERMIT NO.: NITIALS R C E NO 23792 TERRACOSTA CONSULTING GROUP -
7 REVISE PER COASTAL COMMISSION COMMENTS WFC 12 -02 RF COMMENDED FUR APPROVAV APPROVED FOR CON<
TRUCTiON C_
FNGINEER OF WORK: ENGINEERS 6 GEOLOGISTS DRAWN 2 AS IL
4455 MURPHY CANYON ROAD, SUITE 1 00 GD S BY: BY: 7
WALTER F . CRAMPTON SAN DIEGO, CALIFORNIA 92123 TITLE SHE
-
(858) 573 6900 CHECKF1) R.C.E.: SS'l54
EXP.: CITY ENGINEER R.C.E.:__ ____.__
12 - 19 02
R C E NO _ 23792 E XP DATE 12 31 0.� W
� - - -- DATE: I !b o3_ -_ _ L_XP DATE �: 7 � :� DATE OF -'RINT
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a 8 28-00 C
UPPER 8LUFF PROFILE AS 6 - l `
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6 PART /ALLY CEMENTED — ��� r 7
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4 Concrete Fill C -3 �/p�i pr j Lowe
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UPPER SLUFF FA /LURE AS \ /NF /LL EX /STING MOLE HOLE
Q OF 8 -7 -02 X\ W/TH CARVED & COLORED
ERODIBLE CONCRETE FILL
LEGEND
Liw�i +S st C.oAC1 -G�l. x:11 I�Ipi,Gld
2l�y�o3 �� was � TRANS /ENT BEACH
Fta-�Mere� Eros SANDS Approximate location of Coastal Commission
Cerc�tr 3ec�;or Shwwr\, 4a S ides I 25 -foot setback line from bluff
TORREY I ----- - - - - --
SANDSTONE _ _ — — — — Approximate location of Coastal Commission
0_ 1
40 -foot setback line from bluff Q ROFESSIO,y 9l
^ Section #
NOTE: If DRAW /NG Is NOT FULL SIZE (24x36) �j C -3 Location of cross section No. 23792
FORMATIONAL THENREOUCFSCALEACCORDIA/GLY L ?swing # * Exp. 12/31/05
SHOREPL4TFORM sl9j CIVI'
PROPOSED ERODIBLE CONC. INFILL 2 L I 2 3
41 F OF C A��F
)R /G /NAL SCALE /A/ INCHES FOR REDUCED PLANS + � (t�
SCALE: " -10' (HORIZ.:VERT.� --- L �^ 1986
CALIFORNIA COASTAL PLANS PREPARED UNDER THE SUPERVISION OF DESIGN- REVISIONS DRAWIN NO
_ _._
DEVELOPMENT DATE: IZ - WJD FV eY DATE APP. EMERGENCY BLUFF STABILIZATION - 633 CIRCLE DRIVE CITY OF ENCINITA
PERMIT NO.: NITIALS R.G.E. NO.: 23792 TERRACOSTA CONSULTING GROUP L AS A C "
_OVV ,` O N ,:MME NHS wFC 12 -02 R' :.OMMENDED FOR APPROVAi APPROVED FOR CONSTRUCTION
ENGINEERS 6 GEOLOGISTS DRAWN - — -- -
F NGINEFR of WORK 2 A ��T ae
4455 MURPHY CANYON ROAD, SUITE 100 — — !
WALTER F. CRAMPTON SAN DIEGO, CALIFORNIA 92123 GDS S ITE PLAN - BY: SHEET OF?
(858) 573 -6900 CHECKFO - SSZtf_ X:) q6L CITY ENGINEER R.C.E.: 12 - 14
- -
Wf C EXP. DATF: �, , q , NT
.. 0 � -___ FXP. DATE: _ -_.. - "
NORTH 1 • EX /Sr //VG SEAWALL 15' 149' + /0 / -* SOUTH
30 Approx. 176 / 1 -30
�BA /NT F ORMATION
w 20 20 W
._ - - - - - - - - — - - - — - - - - - - - -- - - _ ___ _ _ _ - - - - — - - -- — - - - - - - - -
-- -� - _ - - - - - -- ELEV. 18.0
O 1 lil'RI I TI1�t�i l ^- EX /ST /NG SE4WALL
- T TORREYSANDSTONE
Q10 v _ /0Q H
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W � � rz 4 / J c�
0 rr.. .rtr rr.., �_ 0 w
TRANS /ENT BEACH
SAND
Vol I
Plmc-ed 2.-14 ' 03 APPROXIMATE LIMITS OF LOWER SEA
CLIFF TO BE FILLED WITH CARVED &
COLORED ERODIBLE CONCRETE SEE
SECT /ON APPROX IMATE L/M/rS OF UPPER BLUFF
MOLE HOLE FA /LURE, TO BE FILLED
WITH CARVED & COLORED ER0018LE r2
EMERGENCY ERODIBLE CONCRETE FILL — PROFILE CONCRETE SEE SECT /ON
C -2
SCALE " -8' IHORIZ_:VERTj
30
4,
"x 3
/ ,
ERODIBLE CONCRETE NOTES
iryC ey.
A. MATERIALS: CEMENT SHALL CONFORM TO ASTM C -150, TYPE V PORTLAND CEMENT. FLY // V
ASH SHALL CONFORM TO ASTM C -618, TYPE F FLY ASH. MAXIMUM ALLOWABLE SLUMP
SHALL BE 4 INCHES, IN ACCORDANCE WITH ASTM C -143. PROVIDE 12 MIN. THICK EROD /8LE 20
THE MIX SHALL INCLUDE THE FOLLOWING MATERIALS PER CUBIC YARD OF CONCRETE. CONCRETE COVER46EAND BLEND �40 ; �;c riyy l tJlt j ' �r :1'•
�:5, l
/NF /LL rO PROVIDE A SMOOTH 1 1V�
TYPE II PORTLAND CEMENT 200 LBS. TRANS /T /ON F/LLEr) AT EXISTING
TYPE F FLY ASH 180 LBS. ( �� � �
- = -
SAND FOR CONCRETE SHALL MEE' W711 GRADATION REQUIREMENTS OF SECTION 200— SEAWALL ENDS
-�
1
5.5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR
PORTLAND CEMENT CONCRETE.
THE INTENT OF THIS CONCRETE MIX IS TO PROVIDE A MATERIAL WITH FRCS C% 10
CHARACTE= -`ICS SIMILAR TO THAT OF THE EXISTING BLUFF. 4 1
_ W
CONCRETE SHALL BE PRODUCED IN A READY MIX PLANT, IN ACCORDANCE WITH ASTM
C -94. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. FOR ALL
PORTLAND CEMENT CONCRETE.
CONCRETE COLORATION SHALL UTILIZE MINERAL OXIDES TO PROVIDE AN EARTHEN
COLOR OF THE CURED CONCRETE SIMILAR TO THE HUE OF THE ADJACENT NATURAL BLUFF -
EXPOSURES. CONTRACTOR SHALL SUBMIT COLORED SAMPLES OF CONCRETE FOR
APPROVAL PRIOR TO USE.
B. PLACEMENT: CONCRETE SHALL BE ADEQUATELY VIBRATED AND COMPACTED DURING _ 0
PLACEMENT. 18 "MIN.
EMBEDMENT NOTE: LF DRAW /A/G /S NOT FULL S/ZE (24X36) _
-�
C. ALL EXPOSED ERODIBLE CONCRETE SURFACES SHALL BE CARVED & COLORED TO THEN REDUCE SCALE ACCORD /NGL Y H s D
BLEND WITH ADJACENT BLUFFS.
O 1 2 3
ORIGINAL SCALE /N INCHES FOR REDUCED PLANS
- T 7 1
ERODIBLE CONCRETE INFILL SECTION 1 Exp. 12,31E 05 \*
�9l CIVIL
NO SCALE Cp
AS au ��r • f� _
'986
CALIFORNIA COASTAL PLANS PREPARED UNDER THE SUPERVISION OF R VISION`S: >RAW NO
z—
DESIGN
DATE i •4L — — — _ 4; EMERGENCY BLUFF STABILIZATION — 633 CIRCLE DRIVE C ITY F EN INITA
DEVELOPMENT S WJC RE � BY C -3
PERMIT NO.: INITIALS _ TERRACOSTA CONSULTING GROUP -
R.c.e Na, 23792 1 REVISE PER COASTAL COMMISSION COMME WFC 12 -0[' RI::OMMENDED FOR APFROVAI APPROVED
FOR CO STRL;CTION
ENGINEERS &GEOLOGISTS nRAwN _ �U1 L T A 2 � H - --
ENGINEER Of WORK: 1.
4455 MURPHY CANYON ROAD, SUITE 100 � / /� 4
WALTER F. CRAMPTON SAN DIEGO, CALIFORNIA 92123 - — -+ -_ BY: _ ��� / . — "`
G — ERODIBLE CONCRETE FILL — PROFILE � � -
(858) 573 - 6900 ::C KFO - - — / l2 3! r R c � No 23192 ExP DATE- 1 2 - 31 05
R.C.E.: — -�7�_, _ EXP.: CITY ENGINEER R....F . F 2 - 19 U2
-__
ATF -_ -- EXP.: - ;)ATE: 1_.�1�.�' c RINT
SCALE I " =40'
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Vertical Lower
Seac/iff8 -28 -00
Fr
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NOTE:
CONTRACTOR TO PROVIDE A 30 WIDE CONSTRUCTION WORK ZONE r '
AROUND EACH ERODIBLE CONCRETE INFILL SECTION. CONTRACTOR y ���'
SHALL PROVIDE CONSTRUCTION BARRIER'S DURING WORKING HOURS
TO SEPARATE WORK ZONE FROM OPEN PUBLIC BEACH. LATERAL
PUBLIC ACCES_ SHALL BE PROVIDED PAST SITE AT ALL TIMES.
l y „ aw;
*AV a - ' [ h f C.
Al
4'
e
APPROXIMATELY 4000 FEET BETWEEN
FLETCHER COVE AND PROJECT LOCATION _ _ — _ _ — —
NOTE: SITE ACCESS FOR CONSTRUCTION EQUIPMENT ACROSS PUBIC BEACH.
CONTRACTOR SHALL COORDINATE WITH THE CITY OF SOIANA BEACH
SEE SHEET NO. 1 FOR SITE THE TIMES AND DATES OF EXPECTED EQUIPMENT AND MATERIALS
ACCESS NOTES MOVEMENT. FLAGMEN SHALL BE PROVIDED DURING THE MOVEMENT
OF ALL CONSTRUCTION EQUIPMENT AND MATERIALS. NO SCALE
Q R lss /Oy
NOTE.• IF DRAW /A/G IS NOT FULL SIZE (24X36)
THEN REDUCE SCALE ACCORDIA16tY r
N 23792 a
O / T 3 \* Exp. 12/31/05
ORIGIA/AL SCALE /At INCHES FOR REDUCED PL 41VS sf T� OF C A I `�� \ � ``
As MULT”
1986
CALIFORNIA COASTAL PL'A'NS PREPARED UNDER THE SUPERVISION OF DESIGN. Ri VISIONS !DRAWING NO
DEVELOPMENT DATE 12- I OL W RED BY DATE T APP EMERGENCY BLUFF STABILIZATION - 633 CIRCLE DRIVE CITY OF
ENCINITAS C_4
PERMIT NO.: INITIALS: R.0 E NO 23792 TERRACOSTA CONSULTING GROUP - — — -
— 1 REVISI PER COASTAL COMMISSION COMMENTS WFC 12 -02 R COMMFNDFD FOR APPROVAL APPROVED FOR
CONSTRUCTION
ENGINEERS & GEOLOGISTS DRAWN: -- —
ENGINEER OF WORK: 2. AS a _ �V � � —'T Q Z� 76- n
4455 MURPHY CANYON ROAD, SUITE 100 _ GDS S ITE ACCESS /j A
BY — - BY: _ SHEET O
4 F ?
WALTER F. CRAMPTON SAN DIEGO, CALIFORNIA 92123 - -- - - - - -- - -- - -- --
- (858) 573 -6900 CHFCKFI)
R c F No 23792 E.xe DATE 12 31 05 _ —. _ -. C ` ' — EXP.: / 3� CITY ENGINEER
R.C.E.: _—
12 -19 -02
- wFC ')A [ - _ l /i6 /a3 -_ —_ FXP - - )A'L t 't� "4'
- -- DATE OF PRINT