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1997-5354 G (Plans) GRADING . PLANS WORK TO BE DONE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD PROVISIONS TO BYETHE SANK DIEGO SPECIFICATIONS STA STANDARDS PUBLIC C COMMITTEE), GENERAL NOTES GREENHOUSE AND NURSERY SALES SITE AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). A. GENERAL IMPROVEMENTS SDRSD No. SYMBOLS QUANT 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE C. NOTIFICATIONS E. LANDSCAPING PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1• THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ACCORDANCE WITH PLANS APPROVED BY THE CITY PROPERTY LINE THE CITY OF ENCINITAS AND THE SAN DIEGO AREA OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ENGINEER. PLANS SHALL CONFORM TO THE CITY OF REGIONAL STANDARD DRAWINGS. ANY CHANGES OR BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ENCINITAS GRADING ORDINANCE AND ALL ADOPTED CENTERLINE _ REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: LANDSCAPE AND IRRIGATION STANDARDS. EXI STING CONTOURS r ` °°5 ° ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 2. FINISHED GRADING AND PLANTING SHALL BE 54`` 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES BETWEEN OCTOBER 1 AND APRIL 15 OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED PROPOSED SPOT ELEVATION . SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND CUT SLOPE (2:1) REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. LOCATION OF UTILITIES AND NOTIFICATION OF F. EROSION CONTROL _ COMMENCEMENT OF WORK: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FILL SLOPE (2:1) 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- A. SEWER - CARDIFF SANITATION DISTRICT JOE CORDOVA (760) 436-7393 TYPE "B" DRAINAGE SWALE D-75 SITE GRADING. b b b b b 518 LF (760) 633-2770 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY GRAVEL BAGS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING 1-800-422-4133 SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED 240 EA_ GRADING OPERATIONS. ANYTHING DAMAGED OR C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT AC DOWNDRAIN DESTROYED SHALL BE REPLACED OR REPAIRED TO 760-753-6466 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS D-22 1 EA CONDITION EXISTING PRIOR TO GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE EMINENT. 1-800-422-4133 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY E. CABLE TV - TM CABLEVISION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR CONSTRU CT 30' WIDE COMM'L DW'Y G-14,q MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 760-436-2693 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING d `.,, b; 325 SF DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE INSPECTOR. REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND PHONE 760-633-2770. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE INSTALL �" D.G 3U1f1,4eN9 14,404 SF MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, FOR INSPECTION. PHONE 760-633-2770. ALL WORK 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE LAWS AND REGULATIONS. SUBJECT TO REJECTION AND REMOVAL. CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR 7. GRADING AND EQUIPMENT OPERATING WIT MA HALF D. GRADING UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. (1/2) MILE OF A STRUCTURE FOR HUMAANCY SHALL 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A NOT BE CONDUCTED BETWEEN THE HOUR0 PM AND QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 7:30 AM NOR ON SATURDAYS, SUNDAYS MM CITY SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS RECOGNIZED HOLIDAYS. AND COMPACTION OF FILLS AND BACKFILLS AND ONTO AREAS WHEN IMPOUNDED WATERS CREATE A LEGAL DESCRIPTION COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS HAZARDOUS CONDITION. 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- REPORTS AS REQUIRED AND WILL DETERMINE THE PORTION OF NW1/4, SEC 14, T13S, R4W, SBM GRADING MEETING HAS BEEN HELD ONSITE WITH THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS APPROVED GRADING PLAN SHALL BE INCORPORATED APN# 259-131-28 ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION HEREON. PERMITTEE. THE PRE-GRADE MEETING SHALL BE AND THAT IN HIS OPINION, ALL EMBANKMENTS AND OI A//Y /1 SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH 8• GRADED AREAS AROUND THE PROJECT PERIMETER MUST II��/Y BY CALLING (760)633-2770. THE APPROVED GRADING PLANS AND THAT ALL DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION FRANCES M. HORNE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR OF EACH WORK DAY. 902 ENCINITAS BOULEVARD 9. UPON FINAL COMPLETION OF THE WORK UNDER THE THEIR INTENDED USE. ENCINITAS, CA 92024 GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN TEL: (760) 753-4038 AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE CERTIFICATION SHALL BE PROVIDED STATING: SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PREPARED BYE "THE GRADING UNDER PERMIT N0._ 54_53 G HAS BEEN PONDING OF WATER. HE SHALL CONTROL SURFACE WATER PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO REMOVED AFTER EACH RAINFALL. SAN DIEGUITO ENGINEERING, INC. THE APPROVED GRADING PLAN OR AS SHOWN ON THE FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 4407 MANCHESTER AVENUE, SUITE 105 ATTACHED AS-GRADED PLAN". MEASURES TO PREVENT EROSION OF FRESHLY GRADED 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO ENCINITAS, CA 92024 THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% TEL: (760) 753-5525 Id SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH EROSION CONTROL MEASURES HAVE BEEN INSTALLED. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE PRINCEHOUSE GRADING OPERATION. STABILIZED WITH PUNCHED STRAW INSTALLED IN 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND '{ LANE SITE r 10. SLOPE RATIOS: AND FILL SHALL BE PLACED IN ACCORDANCE WITH SEDIMENT CONTROL HANDBOOK OF THE STATE OF CUT 2:1 FOR ALL SLOPES STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND CALIFORNIA DEPARTMENT OF CONSERVATION. PfRMITTEE Z FILL 2:1 FOR ALL SLOPES OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER RE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 0 REVIEW OF A REPORT FROM A SOILS ENGINEER. REMOVED TO SUITABLE FIRM NATURAL GROUND. THE DECLARATION OF RESPONSIBLE CHARGE AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. ENCINITAS BLVD EXCAVATION: 5300 +/- CY* FILL: 2670 +/- CY* THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. WASTE: 2400 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE IMPORT +/- CY* FOR WASTE OR IMPORT AREAS. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS / SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL WITH SPECIFICATIONS. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. RESOURCES ARE DI SIGNATURE DATE: r DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING OPERATIONS, SUCH 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS OPERATIONS WILL CEASE IMMEDIATELY, AND THE FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES OWNER: JOE CORDOVA VICINITY MAP PERMITTEE WILL NOTIFY THE DIRECTOR OF UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR ADDRESS: 7ZO 15,4101,W OR/YE ENGINEERING OF THE DISCOVERY. GRADING AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND PROJECT DESIGN ENCINITAS, CA 92024 NOT-TO-SCA LE OPERATIONS WILL NOT RECOMMENCE UNTIL THE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, - �v� PHONE: (760) ¢36 7393 THE DIRECTOR OF ENGINEERING TO DO SO. ROOTS AND OTHER WASTE MATTER EXPOSED OR SAN DIEGUITO ENGINEERING, INC. 0``J (/� EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE 4407 MANCHESTER AVENUE, SUITE 105 IVAN R. FOX RCE 38144 *EARTHWORK QUANTITIES ARE ESTIMATED FOR TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED ENCINITAS, CALIFORNIA 92024 Z PERMIT PURPOSES ONLY. (CALCULATED ON A OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN PHONE: (619)753-5525 r� THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY ACCORDANCE WITH THE GRADING ORDINANCE. �-Z/-,8 DUE TO SHRINKAGE OR SWELL FACTORS.) IS IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE Z 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE PLANS. 11. THE SOILS REPORT TITLED PRELIMINARY SOILS MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE INVESTIGATION FOR SHALL BE CONSIDERED AS A PART OF DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO SOILS ENGINEER'S CERTIFICATE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A pROFESStp THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR y��`��pN R.FO�Fyc W ACCORDANCE WITH THE RECOMMENDATIONS AND AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. ADDITIONS TO THESE PLANS WHICH THE DIRECTOR L ENGINEERING s Z SPECIFICATIONS CONTAINED IN SAID REPORT. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED I -G I A�__� 4Y`}S _ A REGISTERED CIVIL ENGINEER IN THE STATE OF DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED COMPLETION OF THE IMPROVEMENTS. N0. 38144 B. ENVIRONMENTAL THE DISPOSAL OF ANY SUCH MATERIAL. SOILS MECHANICS, HERBY CERTIFY THAT A SAMPLING AND STUDY OF THE J EXP. 3-31-01 r 1. STEEPEST EXISTING SLOPE = 50% 2:1 SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY E OR I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN �T� C1V i\ ���� W 2. MAXIMUM VERTICAL DEPTHS: (A) CUT =16 FT., (B) FILL =6 FT 6• PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO UNDER MY DIRECTION BETWEEN THE DATES%o it AND-LoZL /5i. ON THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 OF OpV1F 3. AVERAGE DEPTHS: (A) CUT =9 FT., (B) FILL = 6' FT. ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT ONE COMPLETE COPY OF THE SOILS REPOR COMPILED FROM THIS STUDY DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL 3267c� X 7 = 9, 488cy X-27 _ 6, FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. O THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK F_ N 9800sf 2200sf THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT ASSOCIATED WITH THIS PRO ECT OR UNDER MY CONTROL. COUNTY HEALTH DE/�ARTMEd/T REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND REGARDS TO THE HAULING OPERATION. SPECIFICATIONS. REI//EWE / Y' � C' ENCINITAS FIRE DEPARTMENT -� SAN DIECiUITO ENGINEERING, INC. I sIGNAruRE DATE: , DATE. � 2 W M SIGNED._ii ���sa 't "3 �,� 4407 MANCHESTER, SUITE 105 nder round Servics Alsrt - S- ENCINITAS, CA 92024 R.C.E. NO.:__ 46 s ©o -__ r , Z Call: TOLL FREE OWNER: JOE CORDOVA SAN DIEGUITO WATER DISTRICT S B U I LTA PHONE: (760) 753-5525 APPROVED By: 6 9 9 b/q 1 ADDRESS: 70 /3ALOUR OR/VE z /119'�e_ 1-800 EXP. DATE:___ ENCINITAS, CA 92024 p 422-4133 --------- B . ? Z�� /\ CML ENGINEERING • PLANNING DATE: 3I27I /8 ,M„a,,,S,�,� � PHONE: (760) ¢36- 7393 BY: (,.� o`er -- O DATE W CO LAND SURVEYING %: ��� RCE: 3B/¢� EXP:.3-.3I-O/ � (� REVISIONS APPROVED DATE REFERENCES DATE DATE: 3/z7A5 = u BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. o RS - U/LT •S� 9 �°i'9TF�N/iPTB DZ-09 DESCRIPTION: CENTERLINE MONUMENT AT � INTERSECTION OF PRINCEHOUSE LANE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED W Z GRADING PLANS FOR: & ENCINITAS BLVD. HORIZONTAL N/A APPROVED By:' " `� �� DATE: ,3"2?-98 GREENHOUSE AND NURSERY SALES SITE W z BY' COUNTY OF SAN DIEGO R.C.E. NO. 38144 BY C BY: 902 ENCINITAS BOULEVARD 5354-G z = ELEV.= 218.54 VERTICAL NSA DATE:�,��y"l`� � , �� � � ENCINITAS, CA 92024 W d DATUM: NAD 83 M.S.L. IVAN R. FOX EXP. 3-3/-O/ DATE: G'Z! -`Ig 4409G01.DWG, SCALE: 1"=200, DATE 03-16-98 APN# 259-131-28, PROJECT NO: MUP 97-071 SHEET 1 OF 2 - FILE N0. 4409 EXISTING WATER METER (POTABLE) EXISTING IRRIGATION METER WITH BACK-FLOW PREVENTER. CONTRACTOR TO PROTECT IN PLACE EXISTING METERS. EXISTING 20' RIGHT OF WAY ADJUST SAN D O WATER DISTRICT IN FAVOR OF FRANCES J. FARRAR IS TO A JUST IF NEEDED EXISTING REC. APRIL 23, 1913 METERS �f0 NEW GRADE. IN BOOK 603, PAGE 376 OF DEEDS EXISTING 20' ROAD EASEMENT AIJj J 111 29Y I IN FAVOR OF ANTHONY ANDRADE, ET AL AS FILE NO. 36614 AND 36614 OF O.R. EX 2 48°' RC DATED: MARCH 17, 1967 E XSISTI( G 4 8" RCP TO LETTER OF PERMISSION STORM DRAIN TO GRADE FROM SDG&E CO. CL OF EXISITNG 2' WIDE CL OF EXISTING SDG&E EASEMENT FIFE FL= 214`71 BY: JOHN J. HERNANDEZ SDG&E EASEMENT REC IN BOOK 610, PAGE 190 OF DEEDS EXISTING FIRE i DATED: JUNE 2 1998 REC IN BOOK 1816 PAGE 126 OF DEEDS DATED: JANUARY 19, 1937 HYDRANT CONNECT PROPOSED I -75 13R3V� 1)!.11 � � � _ w-- TG, EXIST 18 RCP - DATED: SEPTEMBER 3, 1930 �4 l i i �d..1 .f f.h,. {'•� M1=i }?�r � {f tr�" - 5°', � _ I i i � i i 711tch eft x f I{EE5 I S F/P ,N 9 C TED: 111 1961 $fin ti - F n a .. t � --- 6A t At n ry ' l 3 i i �,� � '' • � 1 y + .0,°d ( I r� 1,. f' 1 ��-� :. �� -, j s.ox { t f{ � i ' 1 ' r',�' ,`" � � ---I s' � � f y N i .... r� 1 fI 1 i} 1 ', 1 r ,./'� I` fJ X51 ' wA°"` 1� �� . , EXISTING 6' WIDE SDG&E UTILITY EASEMENT EN r C r t I r s'2 t 1 r ! I � { t , �,., � } �T>>����.� ` ., I REC IN BOOK 4729 PAGE 560 OF O.R. 1 f ITCH " ; 1R� .. f'. i ' DATED. JANUARY 2 , 1953 i ~�� ^` i S LI ITS pF >'r' r`, (" ro`C$ URY7. PAR G ! i r ; r . I r t } 1...,,,,.. 5 �' v� » LINE )l=A-- II �. 2 �ti 1py�S �9 � � �. w O 1 9 5 \ r }, r r`` f l ti v- /;'` 1. y 60pOF1��t� 5 1 t r;' E` f ; fv ` r'; " f 5 _ 11 YY1DE R T-OF- Y r 1 E FILLED �} j i . . . �IS' TO B FILE � � 1 F. 0 t \ _ . ; o ND COW PPR 111 � v G y6 pd 1 .3 DEDICATION, f f. j I N �1P I z w (�J \!� 9 �� �� I, h 1 I E GI[JEERS '"- "' 1 !IN v RQ G�Q• \ NDTLON3 PRI tt f t I \ \P �� i5 k :5 1 1 tf Its r t 1 ' / \ ._....... nYF 1 f I OP G' y 2 } f f r i { l 4 -AI3Ary - 'w IC 'TALK I ti L 0 ' _._ � \ " 5 -'" ;� ' .' # f j ''`.; .; `�t. ;-�f= c r G R� Tr. 6G � 7 d 1 i 1 x21 R C3 34 .1 .� , _�-�- f ;, 5• _- i S •p ti \" _ I Y as{r PROP LIME tlj..+. %.,. :?. .%52 ' tt11 5 f''' tYY''''hh PP''1i1 ........,.. 't �1i •� .�,� Ca''''''°°°���,,, . \ 1 ,'t: '\. DASHED 1 n { EI.J M1 1 Y D r ! f 5L ' `J � f i "%?.J`� � FOR STORM DRAIN PROFILE y� Ik ` ;, SEE STREET IMPROVEMENT O 229 ., 1 . vh PLANS NO. 5354-i G It i 7, ♦ =FD-STND COUNTY OF SAN DIEGO ! ' / ✓ M-10 MONUMENT (SEE RS 458-66) 9� !I � SXj , a 5tii11S qrjs y j& A0p /0 ' 1 w CONSTRUCTION NOTES z { 1 •n 12WEMENT PER 691 n ENGINEER' GRAVEL LOT w O _..._... PER -- -= ENGINEER' -- ��-EXISTING FIRE o 1 HYDRANT O NOT BUILT 3N 0 0 (276.00) EXISTING U l�3 CONS CT ONC BROW DITCH PER SDRSD NO. D-75, w a o PROPOSED FILL HOUSE Z z 1 eG 2so.00 - 280.00 o �E_ff BERM pxk98 276.00 276.00 1 SAP y 272.00 272.00 Z O5 268.00 EXISTING GR UND 268.00 - NOT BUILT 264.00 264.00 W 1 260.00 1-w 260.00 256.00 256.00 W O6 EXI I IGA N AND WATER SERVICE LINES. c9 Z CONTRACTOR TO ADJUST AS NECESSARY TO ACCOMMODATE 252.00 - 252.00 PROPOSED CONC DITCH. 248.00 `.° 248.00 (' 244.00 z w I = 244.00 Z 240.00 x �� 240.00 W 236,00 w CL Ir 236.00 ndor round Service Aiert 232.00 232.00;4 Call: TOLL FREE 228.00 EXIST NG 228.00 O N 1-soo 224.00 V-S EAG PIT 224.00 � �EE f 422-4133 220.00 PR P 220.00 ul 10V°�'""YSB°OREY° 01 0.00 .00 80.00 120.00 160.00 200.00 240.00 280.00 320.00 360.00 400.00 440.00 480.00 520.00 ��QROfESSip W ' 0� SAN DIEGUITO ENGINEERING, INC. Lo " SECTION A-A No. 38144 AS B U I LT" z r*-. 4407 MANCHESTER, SUITE 105 " , s ESP. 3-31-01 Q Q ENCINITAS, CA 92024 - SCALE: HORIZ= 1 =40 �, _. PHONE: (760) 753-5525 VERT= 1"=20' 10 cm 1� oQ�' BY• s// Z-/G- 99 of CAl\E DATE W (p CIVIL ENGINEERING • PLANNING RCE: 38144 EXP: 3 -3/-a/ ,M r**- LAND SURVEYING z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W ASBUILTS 77 S- DESCRIPTION: CENTERLINE MONUMENT AT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: Z au W INTERSECTION OF PRINCEHOUSE LANE DATE: & ENCINITAS BLVD. HORIZONTAL!"=40 APPROVED By: GREENHOUSE AND NURSERY SALES SITE _ s BY: COUNTY OF SAN DIEGO R.C.E. NO. :38144 BY. BY: 902 ENCINITAS BOULEVARD 5354-G W d. ENCINITAS, CA 92024 DATUM: N D 83 M.S.L. VERTICAL N/A DATE: lVAN R. FOX EXP. DATE: APN# 259-131-28, PROJECT NO. M.U.P. 97-071 1 SHEET 2A OF 2 4409G02a.DWG, SCALE: 1'-40', DATE: 01-19-99 FILE N0. 4409