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1994-3955 G (Plans) SOILS ENGINEER'S CERTIF LEGEND MRK TO BE DONE GRADING I, 141Ag , D. Al n e /e 11� A REGISTERED CIVIL ENGINEER IN THE STATE OF 1 . ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, CUT SLOPE (1.75.1 MA)o _ GENERAL OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION d HAVE REVIEWED A SAMPLING AND STUDY SOIL CONDITIONS PREVALENT WITHIN PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTI N OF d DIRECTION UPON COMPLETION AND WILL OF 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES DECEMBER FILL SLOPE (2:1 MAXI SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 1993 AND JANUARY 1994. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO FROM THIS STUDY, WITH RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE DRAINAGE SWALE 0 MINI —"' —� GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND c 6�'��M1�j AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS CUT /FILL LINE THEREFROM SHALL REAPPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. FOR INSPECTION. EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. /Cs5 2. �iEOTEGNIJICALNVV crlrnrlON FOR SIGNED: FINISHED ELEVATION THE SOILS REPORT TITLED, EL CAMINO REAL RCE. NO.: RETAIL CENTER DATED JANUARY 1994 SHALL BE CONSIDERED AS A PART OF 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES PR VIDE G. E , a 4 6 Q R pFESSlO y THIS GRADING PLAN. AL GRADING SHALL BE DONE IN ACCORDANCE WITH THE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CO ROL EXP. DATE: ? 8 off hF�, � 0 EXISTING CONTOURS .... RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES O TO m FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO r z PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIM AS No 3 APPROVAL '9Yi ''' PROPOSED CONTOURS /70 . OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES ,LOCATION �N * AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE 3EEN �4 �rFCUM D -75 DITCH TYPE D ---- ► RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE INSTALLED. REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SANDBAGS 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHA L BE �_� PIPE AND RISER C> 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGET BLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE = -- 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE 9RM DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO DEPTH OF 6" EXISTING PRIOR TO GRADING. AND THEN COMPACTED TO MINIMUM OF 90 PERCENT. IT SHALL BE THE DECLARATION OF RESPONSIBLE CHARGE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACI THE uj 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, TF' 4T I HAVE n 4 m WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN ➢ r BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4• CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRA TO SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS I 0 S I T E PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOP OF CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF o Z ,_J 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRI ED PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND OR RLY TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSE RESPONSIBILITIES FOR PROJECT DESIGN. OR A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY MOUNTAIN VISTA AND REGULATIONS. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BEC ME n vRIVE LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL BY: DATE: 7 I( �`f N � S ' 0 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. (i`r� E� C\ EN/� STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE ERIC K. ARMSTR G, RCE 36083, EXP 6/30/96 \ B LVp HOURS OF 5:30 PM AND 7:30 AM, NOR ON SATURDAYS, SUNDAYS AND CITY 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHA BE RECOGNIZED HOLIDAYS. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE QR0�U 5 T X CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WI H A �9�, Pk p �" 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPR VAL .`� .Q� y� �_ HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER ND W �l� /��f INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. K Z "' V I C I N 1 T Y ` M A � PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT rr NO 36083 LEAST 48 HOURS IN ADVANCE. J' i v.' PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED F CAL \1 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 O WNER'S CERTIFICATE HAULING OPERATION. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR A GEOLOGIST HAS 1 1 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER EROSION CONTROL ON THE COMPACTION AND STAB TY OF THE SITE. PERMIT NO. 3955G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH RY R�� THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS GRADED 1 . IN AS EMERGENCY WORK IS REQUIRED, CONTACT NAME: _ DATE: 7 PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE A 2651 (PHONE NO.). NAME: _ DATE: " S OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATIONS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAIL BILE OW NER AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIAL SHALL HSP EL CAMINO SOUTH, INC. BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID A CaR AD E D C ER TIFIG ATI O N C/O NOTTINGHAM ASSOCIATES, INC. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. --'° O, 2910 RED HILL AVENUE, SUITE 200 COSTA MESA, CALIFORNIA 92626 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT rHE (714)957 -2651 g APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO OA-re WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH TEMPORARY IRRIGATED SLOPE NOTIFICATIONS RUN -OFF PRODUCING RAINFALL. SITE ADDRESS HYDROSEED MIX . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES L CAMINO REAL, ENCINITAS 1 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING 1 LBS /ACRE AVAILABLE RECORDS.T079e: rITOF OUR KNOWLEDGE THERE ARE NO EXISTING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ENGINEER OF WORK ART EMISIA DOUGL-ASIANA DOUGLAS WORMWORT 2 UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: OE ENGINEERING BROMIS CARINATUS CALIFORNIA BHOME 2 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESS RY 5897 CEANOTHUS CRASSIFOL.IUS WARTSTEM CEANOTHUS 1 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUN ED SAN D IEGO, 5897 CLARKLA AMONEA FAREWELL TO SPRING 1 PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING WATERS CREATE A HAZARDOUS CONDITION. , C ALIFORNIA C RIVE, S UIT E 2 A 9212 (619)554 -1500 COS SEA DAHILIA COREOPSIS MARITIMA COSTAL 1 UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING EROGONUM CINERUM ASH LEAF BUCKWHEAT 5 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES SHALL BE INCORPORATED HEREON. QUANTITIES ERIOGONUM FASCICULA FLAT TOP BUCKWHEAT 5 PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 11 CUT 36.000 C.Y. EROGONUM GIGANTEUM GIANT BUCKWHEAT 5 LOCATION OF UTILITIES AND NOTIFICATION OF 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM FILL C.Y. ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 3 COMMENCEMENT OF WORK. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EXPORT BRACHYANTI IERUM MEADOW BARLEY 2 21 MAX VE RTICA L C.Y. C.Y CUT DEPTH LINUM A. SEWERS ................. L.C.W.D. (619)753 -0155 9 • ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ND =� LEWISII BLUE FAX 1 MAX VERTICAL FILL DEPTH LUPINUS AROREUS B. GAS & ELECTRIC ........... SDG &E (800)422 -4133 OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST =�{(g BUSH LUPINE 2 EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMO ED LUPINUS SUCCULENTU ; ARROYO LUPINE 3 C. WATER NE .............. PACIFIC D. (619)753 -6466 AFTER EACH RAINFALL. AVERAGE DEPT OF CUT -�"_ D. TELEPHONE PACIFIC BELL (8001422 -4133 AVERAGE DEPTH OF FILL =fig MALOSMA LAURINA LAUREL SUMAC 1 E. CABLE TV .............. 4. DANIELS (800)422 -4133 41 STEEPEST EXISTING NATURAL ORTHOCARPUS PURPURFSCENS OWLS CLOVER 2 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVID4 EFFECT VE SLOPE ON - SITE _5 0/0 PHACELIA TANACETIFOLIA LACY -1 EAVED PHACELIA 2 2. CONTRACTOR SHALL NOTIFY THE Curl' ENGINEER'S OFFICE 48 HOURS PRIOR TO COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SALVIA APIANA BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619)633 -2770. SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN WHITE SAGE ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTI OL VIGUERIA LACINIATA SAN DIEGO SUNFLOWER 5 HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATIO . 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTIONS. TOTAL PHONE: (619)633-2770. ALLWORK PERFORMED WITHOUT BENEFIT OFINSPECTION 50 LBS/ACRE WILL BE SUBJECT TO REJECTION AND REMOVAL. HYDRO MULCH: FIBER PRO OR APPROVED EQUAL 2000 LBS /ACRE BINDER: AZTAC OR APPROVED EQUAL 150 LBS /ACRE FERTILIZER AGRIFORM: 16:7:12 PLUS IRON 200 LBS /ACRE 5897 Oberlin, Suite 209 OR APPROVED EQUAL Flk)TOQCOE San Diego, Calf. 92121 MGIlr1F ISG Phone (619) 4 - 1500 FAX (619) 597-0335 REVISIONS NO. C o APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED r DRAWN er CHECKED BY 5 G APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. D EA � 1 1 t.5 -Z�a' ELNCN hNaK: � cYIZB� ✓>;" Ma IN coNL . AT — THE 5,61. CORNER OF EL GAWNO RPAL t LA cvs oUN. N A PLANS PREPARED UNDER SUPERVISION OF RECO AP OVE ` A GRADING PLAN FOR: — -- L C AMINO AL SOUTH Of LA COSTA, 72' WEST OF EL HORIZONTAL DATE: 7 II R BY: /C �'WJ L i� 3955-G 00RL?1 REAL ///'''� BY: EL CAMINO REAL CENTER GOORDINA'TES: N 955,000 � I, libb, 000 APPROK, � �� iZ _ NORTH COUNTY YERT(GAL GONTiZQL PA /� / A BY: b" DATE: ` Z�I O. 36083 DATE: R.C.E. N -2 - S' DATE: CLEVAT(ON: 17.9060 VATUM: u.S.c. t cz,s. ENGINEER ERIC K. ARMSTRONG EXP. JUNE 30, 1996 WORK PROJECT N0. SHEET OF 2 1 l >153 3 157.3 £ it i ! i t ? x ' -, � i C}G4?S9b N 1 \ / / 142.4 a.5 ;a5. 156.5 - x 1 5Q.3 j' x52,2 x 1 /. 159 5 F.'.i 42 +! �' 16 .s j r l x i } t !✓ y, _ x x (i f.- J j ( 15 ( - 1Q6.�3� f x � • t � xi`�7.4 .4 E , .� t e E � ? r J� .£ - � r `. f 3 ,, •'- �J A j tJ 'S X r 156 . � � 171 .=' ,. _ _.. r ` 7 4 � G , S ... / e rr ....- .r°'"` ./` r.'S� ? / j� �... „• „_' p �,.... � _., _ j k � � � X � 40 It 15 ll t t � f 16 F •/r i '...k- ' S y ' 1 ii 3R /l f 11 1 t I 2 P VC W/! / 4 i P`- %t /5 D p [ :3 15 x5 1611.7 1 II'� I `£ 1146.3147.3 x 5.5� x �6C.�J �16� -d x 165 OI/ERPGO[,/ 6L „ x x 156 152.4 x t t x ° x } 149.5 x "L &# tea. t ! f tag, FULL LENGTfI A80V fi 139.3 # 148.3 1 x 15?.5 f_ f l , X t :. , x I 50.5 SANDE3_ (sS 11 111 7� � . � � 1 z€ ; 4:; 2 ,� .,..._` 166.2 % x i , • . ; , i f � .. 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Cr MIRXIP/ 40 I 3 e I 1ur �'', i STORM / 1 ! , s` l W 19 , ," 16:- :1 �Lf✓PE V ° .rt SECTIO , t t r f r% �� NY ©RQSEFD�L? SEA ' '` NOR1Z ©NrAIL �ALL� = 20 f N % t a ' �/ERT /GAL SGsILE (= 4 2• 5 ,� 1a6� � Al EETI. a � L , Z , �-•pE I�I j28 ,.. ,. � , �.4 :. i' t f !;1;.4 1 I £ 1 � '� � � X 149 (� OF �, t x z ,, f 1 i. i ` i 1 �` . - .-J O , I i I £ pp fJ 1 .V / �9 3 i fX16n(/Ci f7 ACZEs 'tee t r 811. } x L -OGXJZ ��ET Li , / / !} jJ 1 y #` , , ' 4 � 163 � , a 4� v,1� rz 1 �':` _ - - � � •. -� : ,FX /S , x x �:yy ' 4 , a .tea " � , f -" _-+ i •'� f . `r� �[5c -/ I CJ. �� <I,I -t .r £ . .._ 7 - - -w _ _ _ - SCALE IN FEE 2' .j.r .1 r _ t 1' n - �... ti t, T ............ f, �/ tt � � , M n` p 18 x.6 t X a ,: / r 1 x 182 h , � s, ;.L�. @- S x!3 1.9`.;., �a ( l t i I I 1 ; i T i \. "•, _.__ ` x 1C, "., ., 4 x aF , x� I u yy / t ' I 1 , � 1 1 i x No. 316083 b i 1 �, f ? r / x 161.2 i`� _ 7 x �. E \ s x 1 r? a. - =r� +. } \ �, I � { t i '�t ''`,... s it I \,. (•`," £ t E,I; �''i t 11$1.6 f x 188.f, t ( ,.-r�-- - _ - Q� a., E. a �? [ 3 j 1 ( t �w AIL S T 7 E , 11 i�VR4D� V PL x `l 134 -1 �..✓ 1� f /, `� � 1�� `i MATGfI EXIST. � � Z: / SLoP�_ � _ � � - , °1 5897 0 rlin, Suite 209 - - -- - rt i GRI9D� �� - - - - - - - - - San Die ,Calif. 92121 /G5.k4 __ - -- _ _ �, _ _ - "4.. 0`1'0 -" ,; 1 ��-� _ Phone ( 19) 554 -1500 FUL) „� -- - JIOR /ZoNTAL SGALE =40 EN �!�R I ' i - -- VER776AL SGALE: /" =30' �"'��""`""� FAX ( 9) 5970335 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAwN BY CHECKED BY APPROVALS CITY OF E N C I N I TAS ENGINEERING DEPARTMENT DRA NG NO. AOEQ l 17 j. 7l�' 1 -15 BENG MARK N0. OC F M 6TEEL PIN fNGOTA PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED A GRADING PLAN FOR: G - A7 THE SW CORNER OF EL CAMINO REAL t La COS ION : 24' 5 OF LA COSTA, ,Z, W. EL HORIZONTAL r' = �£ -o° DATE: / 1 BY: �l�„� BY: E L CAM 1 N O REAL CENTER 3 9 5 - CAMI REAL b GooRpINAYeS: µ 335,oCr7 E I�(o88,0� APPROX R.C.E. NO. 36083 DATE: 7 7 7 DATE: REGORp FROM: tJORTH COUNTY dER714A - GONTQVL, VERTICAL GINEER E1_Ev&TI0K 17.90to VxruH: U,sx- E G,s, ERIC K. ARMSTRONG EXP. JUNE 30, 1996 WORK PROJECT N0. SHEET 2 OF 2