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1995-4327 G (Plans) LIM LEGEND WORK TO BE DONE EROSION CONTROL GRADING FILL SLOPE ------------------------------ 1. ALL GRADING AND DRAINAGE IMPROVEMENTS SHALL BE COMPLETED IN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TAMARA VALLEY THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS CUT SLOPE ------------------------------ ACCORDINANCE WITH THE CITY'S CURRENT GRADING ORDINANCE, FOR PUBLIC WORKS CONSTRUCTION WITH AT (619) - 436 -2102. ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND STANDARD SPECIFICATIONS SPECIFICATIONS), AND THE THE "SAN DIEGO TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND 8" BERM SDRSD NO. G -5 - - - - - -- SUPPLEMENTS CIFIC TI 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT AREA REGIONAL STANDARD DRAWINGS", AND THE EARTHWORK AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO ' AVAILABLE SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF A. C. PAVING ------------------------------ SPECIFICATIONS ATTACHED TO THE "PRELIMINARY SOILS REPORTS ". ANY APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE CHANGES OR REVISIONS THERE FROM SHALL BE APPROVED BY THE CITY /SHE ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ON OCTOBER 1 AT COVENIENT LOCATIONS TO FACILITATE RAPID SHALL STATE THAT OBSERVATIONS WERE MADE BY HIM /HER OR UNDER FLOOD LIMITS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS 2. THE SOILS REPORT TITLED -�p xx,� No. !3!_gAj_ -- PREPARED BY AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE A. C. SPILLWAY SDRSD NO. 0 -22 y c e. ' FO�+yDprt^ -�� 6iJL- wFE?�n1L __ DATED m .j HALL BE CONSIDERED AS A 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PART OF THIS GRADING PLAN. AL GRADING SMALL BE DONE IN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ACCORDINANCE WITH TE RECCOMENDATIONS AND SPECIFICATIONS ATED SURFACES 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 2.THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAV CONTAINED IN SAID REPORT. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER TO WORKING TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. EACH RUN -OFF PRODUCING RAINFALL. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ENVIRONMENTAL DATA 3. APPRO V AL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, FINISHED WORK ON THE SITE AND SHALL 5. THE CONTRACTOR SHALL INSTALL ADDITION LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS ADJACENT PROPERTIES OR TO WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS AL EROSION CONTROL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED 1. STEEPEST NATURAL SLOPE ONSITE FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION = 10% PLANS. INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES CONTROL MEASURES HAVE BEEN INSTALLED. 2. MAXIMUM VERTICAL CUT = 3' WHICH MAY ARISE. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 3. MAXIMUM VERTICAL FILL = 4' 6. THE CONTRACTOR SHALL BE BE RESPONSIBLE AND SHALL TAKE SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 5. CONTRACTOR SHALL TAKE ANY NECCESARY PRECAUTIONS REQUIRED NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE 4. AVERAGE DEPTH OF CUT = (500 CY X 27) / 26,400 SF = 0.51' TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. WHEN IMPOUNDED WATRES CREAT A HAZARDOUS CONDITION. REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 5. AVERAGE DEPTH OF FILL = (500 CY X 27) / 15,400 SF = 0.87' AN AN CONDITION EXISTING PRIOR TO STARTING WORK. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED REMOVED TO A SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOIL GRADING PLAN SHALL BE INCORPORATED HEREON. SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR DENSITY OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN ESTABLISHED AND REPLACED BY A REGISTERED ENGINEER OR A FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. STRICT ACCORDANCE WITH SPECIFICATIONS. LICENSED LAND SURVEYOR. 9. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE EARTHWORK 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE • SAFETY DEVICES, INCLUDING SHORING,AN DSHALL BE RESPONSIBLE FOR FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, CUT = 250 CY CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH SHALL BE REMOVED AFTER EACH RAINFALL. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 4 STANDARDS, LAWS AND REGULATIONS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND FILL OTHER WASTE MATTER EXPOSED, OR EXCAVATION OR EMBANKMENT 25 = 0 CY EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW SLOPES WHICH ARE LIABLE TO BECOME LOOSENED, SHALL BE REMOVED IMPORT 250 CY STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED AND DISPOSED. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN BETWEEN THE HOURS OF 5:30 P.M. AND 7;30 A.M. NOR ON SATURDAYS, INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND ACCORDANCE WITH THE GRADING ORDINANCE. SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CLEARED WITH A NEAT AND D FINISHED APPEARANCE FREE FROM LEAVE THE AREAS THAT HAVE BEEN UNSIGHTLY DEBRIS. APPROVAL OF THE LOCATION OF DEBRIS FILL SHALL CONTRACTOR AND PERMITEE. THE PREGRADE MEETING SHALL BE BE SECURED FROM THE SOILS ENGINEER PRIOR TO THE DISPOSAL OF SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING SUCH MATERIAL. (619) 633 -2770. 10. PRIOR TO HAULING DIRT AND 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. 11. 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 PEMIT NO. 4327 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOW N ON THE ATTACHED "AS- GRADED - RADED PLAN" '. THIS STATEMENT SHALL OWNERS CERTIFICATE BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. NOTIFICATIONS T AMAR EY la� DATE:_1_1 -LiS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND (' STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: DECLARATION OF RESPONSIBLE CHARGE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES I HEREBY DECLARE THAT 1 AM THE ENGINEER O F LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY WORK FOR THIS PROJECT, SPONSIBLE CHARGG TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES THAT I HAVE EXCERCISED REE OVER THE DESIGN OF PRIOR VERIFICATION AND LOCATION OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND TO ANY EXCAVATION, F PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH UTILITIES AND NOTIFICATION O COMME N WORK: 1I CURRENT STANDARDS. A. SEWERS: CARDIFF SANITATION DISTRICT 942 -5147 CITY OF ESCONDIDO 741 -4651 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND B. GAS AND ELECTRICT: SDGBE 696 -4140 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW C. WATER: SAN DIEGUITO WATER DISTRICT OF WORK OF MY 755 -1145 ONLY AND DOES NOT RELIEVE ME AS ENGINEER D. TELEPHONE: PACIFIC BELL 747 -5805 RESPONSIBILITIES FOR PROJECT DESIGN. E. CABLE TV: COX CABLE 599 -6060 F 5ERVIICE AI.- T U,IA, I "gam °41Z GERALD HOFMAISTER 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS 101 STATE PLACE, SUITE "L" PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PH.: (619) 633 -2770 PH. (6 199) ) CA. 92025 PH. (6 738 2076 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. ALL WORK PERFORMED WITHOUT THE BENEFIT OF � INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. / Lt�� _ PH. (619) $33 -2770 9Y: �!�/„!'ti1l�g EXP 9/30197 DATE:___r;� � -- WAqAI PASO R.I•E. 29577 SOILS ENGINEER'S CERTIFICATE A REGISTERED CIVIL ENGINEER IN THE I, p EtdN15 �,- .�eM i u STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY q °� Q��FESS /� OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE*WAS MADE BY ME _ _ » Zi l OR UNDER MY DIRECTION BETWEEN THE DATES JJc 2 19 1�AND o v S yF ifi \J� g� IggF ONE COMPLETE COPY OF THE SOILS REPORT QROFESS /Oiyq o�� ��y z COMPILED FROM THIS STUDY WITH MY RECOMENDATIONS HAS BEEN a. r� SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I w✓ ENS /Ele/MG� cQ��� A . A F� 9 srN �'„ No. CE 26676 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE `� �� �v RECOMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT 535 /D/ $'!1/T�A CD �� O rn sa ' SITE 1\J� HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SO(,QAlA le!!,C'A. 92075 c N0. 29577 3 r CIVIL ��� Exp.3/31/99 y �` p HlDA/E: b19 -259 8Z /Z $$� FOF � BY. _ . _ ,� �I3��ro_ DATE: Z� /���[.1 ' - \ . 21G n 7716 EXP. DATE rv,L \Q M4lAlEE D O,�K Q y� ►'' � STATE PLACE, STE °L', AS BUILT „� to1s7 7 9 c THE SITE 8 PROJECT REVIEWED BY THIS REPORT IS 101 101 STATE IDO CA. 92029 �AA E�Vi1/l.1E�7�E � � Enp 93097 ♦ y THE AREA OF THE PRIVATE IMPROVEMENTS WITHIN PHONE ( DO, A. 9202 g411, wmv. of tAopx 7 « DAM THE NORTH HALF OF SfH ST. AS SHOWN ON SHEET 3 H O F M Al S T E R lJ� y ,� 3�z�9� 11Pa�y ecE OF VICI MAP WAYN PASCO TE ,.,,�,y W °ENGINEERING a.�.E. Z95" WN7IUC REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCA COMMUNITY DEVELOPMENT ees DE - - DRAIN" °Y - "'� er APPROVALS C1'TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWIN 0. PERM/ U�/qL 03/5 97 Es 402 APPROVED: PLANS PREPARED UNDER THE SUPERVISIO OF RECOMME DED APP ED TAMARA VALLEY RANCH 22 AND 25 MAP 326 IN JA MID 4327- - HoRlzoNnL N /A DATE: ����/p -- OCKS , 200' NO OF LA BAJADA BR. -__'_' r BY. BY CITY ENGINEER BL APN: 259 0 3-2'l eL 35 \U A 1� � 7 � q •mil. R.C.E. N0. ?�18� -_ DATE: 'I� ( DATE: � -a GRADING PLAN 2 115 Bu LT T VERTICAL NI BY VV l DATE +EtI EXP 1to�9� WORK PROJECT N0. 221 q, 12 SHEET GERALD h10FMAISTER 4 e d M r , m , M C .. ST ET (VAC.) _ A p BOUNDARY p N 1 456" F 714.92 FT -- f b �\ \ SEWER EA 5EMENTS vi M \ I y �,• \ 0 I , ` 4") I IVY d7' I o o= I EA�tTH STOCK ,� I ` I 40' t ` r •` 1 3 _ c�� - k 40' 40' � uj r o ix I ROMOVE CUT - BRUSH PILE } W FDKTIOU 5� 5'7Rr = �.� ��o aEZ - _ OA EXISTING I - ` 30•• COP. A.B.S. P IPE I' a_. I u .,F„ STREET (VAC.) 5 15 *6 NO $ 1 716 05 FT � i 0 `1 4Tri 5rzeET d/ V4CATIO , J e PE2 RES. 410. - 96 / 1 � 2 I COR. A. B.S. PIPE / n I' /3 2' 7015 0 2 U EXISTING D 1 G e�Ta/ [// k" 12 COR. A.B.S. PIPE J S 2!o Q25'M /AI fiDDED SILT `"1 - NDMIM 7JV46A C45 M kl CATCN SAS/A! �'i OQ/ UQ `C o °�- / / _ — — — — — E SLAB AM' / � P � X TING EARTH AIN SWAL E ' '•" p?1U�Wi1�, WAIKGlAN4,,AW, RANTERS, 3 I j AINT ED BY NER AND OW AM_A LAf�F9EA7 4 fl�R _ . /�ew�� r�rsf��A� no/1 �/� � A r►17MM Hv+f' IAW. aMAV/V � \� O �O 3ST �� p a d W � � / x � I /,QEDN ;W ,QieEAl� 019 I — / - ¢ t / Mr ✓ °— r m a 2: �✓ F �/ w �QU A A OR6VIA5 E1711 1 LhW XR4.9T/C 69AII lE AA10,kWk 7D ALIT A — w — � s m 2' C.e. _ a ti p w n " IUU! 7'D �A' LE Bi9PR/ER(AA1TS(/GYU , OR CMW79V alaW 711E• .66M)II OC•W ,?LLk /A/lVAIII � 7D p�rEZ, Q EXISTING -- - - I HeEVE1V1rAAID /N// /P�'l 05M J �97D1(IV AMP) Poot � � , F Qom' 12" COR. A.B.S. PI Ple PQS'E un1�o N ,� s1 en s/% ISTING I U 4" R.CPP& D AOI AKG'lI. LW6�. �- OPEN POST SHADE STRUC TURE (TYP. FF �m S ice.. DIN "MB At'EA9ROX/MAX RND A UEE I I �xo s,e/ s�o al STRE ,l� - • ET AC $ ��` ��uuarrE (V AC .) J N15�846E71j12fT _ r. -- FIU "�`R E.Y/�- � L • `Y ; � � � � ;; GAaGE raoc�cs ,� N SST APAIA/AC -rE LYTL�IJ 7D P..� U�UED G/ ?fl GUA/A!!TE b0 (�G�� RETA/ANNG r, a' eV (Tt1EAV• AIDT- A-WT CFTf/ l/T A t ' r Q/(/ �'�! L� 53/OG(/A/ //EREGIV f ,4yDA111 AAIL'!/(.Ql d n oT 7v BGQLE AAID RF.FE�A/L'� at9. V Q Qob m 5 S lot, - ��1lG /AWE OF _ R 8 4o ESS/p oQ �t' �c• AS BUILT HOFMAISTER ENGINEERING , O RAW A?E�RED Ll�/L>FR 7NE SU6RV1610A! Ac PH(619) 738 - 2076 � L, ESCONDIDO. CA. 92029 Exp. 3/31 /9 I c Lu No. 29571 La No 20187 y E. � � 9 , / A 6 d p. Ez 9- 10-97 101 STATE PL. ST 535 N.1/G1/S? /TEA �� - q �S CIVIL �� G�tIEEK 4T waru PAS ogre �'� T AT �� ESP 3! -"� FOf R.C.E. 29577 SOLQA/A L�ALI� aq 92075 ADIt E &19- 259 $212 F I r r �,; `�_, E JA REVISIONS ROVED ATE REFERENCES DATE BENCHMARK GALE n °Y APPROVA CITY OF ENCINITAS ENGINEERING DEPARTMENT DRA N N ERM/T /NAL j /'/,T ES 402 APPROVE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APP VED HoRIZON� �•_ �o DATE: BY . e ,r-- -. BY: - -- TAMARA VALLEY 32�A ,4327 72L, s 6ui GT �- - 200' NO OF LA BAJADA BR. CI ENGINE R BLOCK 22 AND 23, 9 mom_— R.C.E. NO. JQIA7 GRADING PLAN BY VERTICAL _ DATE: `� - t ?� 1J. D TE: 7 _I 1 -�,. EL. 35.100 ��— DA GERALD HOFMAISTER ExP. WORK PROJECT N0. A.P.N. 239.226U, 12 SHE 2 40• = 40' VIES a 5' VARIES VARIES _ SEE NO - BELOW SAVE E IST. TREES INTHIS ARE 50 I - — 8" A. C. ERM \ D �. EXISTING A. C PA EMENT EXISTING E. P. _ -'; -- PAVEMENT PER SOILS REPORT ` OFFSET FROM CENTER LINE VARIES - - - SECTION •'A -A" NOTE: ALIGNMENT OF PROPOSED BERM SHALL BE MOVED NORTHWARD IF NEEDED T TO SAVE EXIST. TREES. BERM SHALL -- -- - —- �- _ -- - - - - - - - - ` I ; MAINTAIN A STRAIGHT ALIGNMENT PARALLEL - - -- HoRZz } - - - - - - - -- - O O z O~ s J - 0 d Lu W Z V 2 �_ + _ Yn a W > 0 m - - - - - - _ - - - 0 5TH STREET - - -- A. o ry 2 + W r °� / EXIST. EDGE OF PAVEMENT Z / O N I 1 \ \ N+ N 1 I N W P OSED A.C. PAVEMENT 4\v Ee C. 8" A.C. BERM �a _ EPI, CONSTRUCT A.C. DOWN All TO DRAIN TO EXISTING L d SEE SHEET 2 FOR GRADING a N o O BOUNDARY Q � ' ° a a it U U Q cs Q � a PAX0 EA/G /VEER /NG 555 Al. IJWV 101, SUITE A © w 5'OLAA/0 60CIl CA. 92075 W _ _ _ - ~ PIIQVE: In/9 - 259 - 82/2 W LLj r IMPROVEMENTS SHOWN HEREON ARE PRIVATE (Y - A. EMIR /NEE,P I�O.P,(% / <c / �0 H , F IMPROVEMENTS IN THE F - �� � N 4 cw ; ';� ��� PUBLIC RIGHT OF WAY, i U n 7 c� • `\ s' n' . m AND SHALL BE PRIVATELY MAINTAINED BY } HOFMAISTER ENGINEERING ' N0.2n -7 7 1 'j MAkS P CPAMD (/(Me Ti�'Sl/f�IN16 /Q(� / I µ 204,87 � � THE PERMITEE / 2 z�96 Exp. ( PH(619) 738 -2076 Exp. 3/31;99 s,' 8 -s7 447F: 101 STATE PL. STE. L. ESCONDIDO, CA. 92029 W 7� = J� %i'a' { t y�@ � � at. AID. 28577 �97t` OF CAI I�� q ` Pr r r t o 6t6W& PA-e b qtP 3 3/•99 ° __ - ay ate® sr _ I DATE BENCHMARK CALE UNITY DEVELOPMENT SERV - s APPRO ALS CITY OF ENCINITAS ENGINEERTNC' DEPARTME 0. DR - EVISIONS APPROVED DATE REFERENCES _ EFL ERM /T FINAL 03/'F - 9 Es 402 APPROVE PLANS PREPARED UNDER THE SUPERVISION OF RECO� AP ED TAMARA VALLEY RANCH 4` k�E�gc27j 3,5favl>C/E• HORIZONAL I = 20• DATE: GL2o�_9_ Y ' ° 8Y CITY ENGINEER BLOCK 22 AND 23, MAP 326 200' NO OF LA BAJADA BR. R.C.E. NO. VERTICAL �_. 2• BY I ,�_ EXP. 9 3o DATE: ��17' S DATE:_�.�`�.� WORK PROJECT No. GRADING PLAN A.P.N. 259 - 221 -I1, 12 SH T EL. 35.10( DA GERALD HOFMAISTER --L� 40• = 40' VIES a 5' VARIES VARIES _ SEE NO - BELOW SAVE E IST. TREES INTHIS ARE 50 I - — 8" A. C. ERM \ D �. EXISTING A. C PA EMENT EXISTING E. P. _ -'; -- PAVEMENT PER SOILS REPORT ` OFFSET FROM CENTER LINE VARIES - - - SECTION •'A -A" NOTE: ALIGNMENT OF PROPOSED BERM SHALL BE MOVED NORTHWARD IF NEEDED T TO SAVE EXIST. TREES. BERM SHALL -- -- - —- �- _ -- - - - - - - - - ` I ; MAINTAIN A STRAIGHT ALIGNMENT PARALLEL - - -- HoRZz } - - - - - - - -- - O O z O~ s J - 0 d Lu W Z V 2 �_ + _ Yn a W > 0 m - - - - - - _ - - - 0 5TH STREET - - -- A. o ry 2 + W r °� / EXIST. EDGE OF PAVEMENT Z / O N I 1 \ \ N+ N 1 I N W P OSED A.C. PAVEMENT 4\v Ee C. 8" A.C. BERM �a _ EPI, CONSTRUCT A.C. DOWN All TO DRAIN TO EXISTING L d SEE SHEET 2 FOR GRADING a N o O BOUNDARY Q � ' ° a a it U U Q cs Q � a PAX0 EA/G /VEER /NG 555 Al. IJWV 101, SUITE A © w 5'OLAA/0 60CIl CA. 92075 W _ _ _ - ~ PIIQVE: In/9 - 259 - 82/2 W LLj r IMPROVEMENTS SHOWN HEREON ARE PRIVATE (Y - A. EMIR /NEE,P I�O.P,(% / <c / �0 H , F IMPROVEMENTS IN THE F - �� � N 4 cw ; ';� ��� PUBLIC RIGHT OF WAY, i U n 7 c� • `\ s' n' . m AND SHALL BE PRIVATELY MAINTAINED BY } HOFMAISTER ENGINEERING ' N0.2n -7 7 1 'j MAkS P CPAMD (/(Me Ti�'Sl/f�IN16 /Q(� / I µ 204,87 � � THE PERMITEE / 2 z�96 Exp. ( PH(619) 738 -2076 Exp. 3/31;99 s,' 8 -s7 447F: 101 STATE PL. STE. L. ESCONDIDO, CA. 92029 W 7� = J� %i'a' { t y�@ � � at. AID. 28577 �97t` OF CAI I�� q ` Pr r r t o 6t6W& PA-e b qtP 3 3/•99 ° __ - ay ate® sr _ I DATE BENCHMARK CALE UNITY DEVELOPMENT SERV - s APPRO ALS CITY OF ENCINITAS ENGINEERTNC' DEPARTME 0. DR - EVISIONS APPROVED DATE REFERENCES _ EFL ERM /T FINAL 03/'F - 9 Es 402 APPROVE PLANS PREPARED UNDER THE SUPERVISION OF RECO� AP ED TAMARA VALLEY RANCH 4` k�E�gc27j 3,5favl>C/E• HORIZONAL I = 20• DATE: GL2o�_9_ Y ' ° 8Y CITY ENGINEER BLOCK 22 AND 23, MAP 326 200' NO OF LA BAJADA BR. R.C.E. NO. VERTICAL �_. 2• BY I ,�_ EXP. 9 3o DATE: ��17' S DATE:_�.�`�.� WORK PROJECT No. GRADING PLAN A.P.N. 259 - 221 -I1, 12 SH T EL. 35.10( DA GERALD HOFMAISTER --L�