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1992-3259 G (Plans) GENERAL NOTES GRADING NOTES EROSION CONTROL NOTES - 1. ALyL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE- •1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION T:HE SOIL? ENGINEER OR UNDER HTS DIPECTION. HE SHALL CHUCK DUVIVIER AT (619) 942 -8647 (PHONE) DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND OBSERVE AND TEST THE EXCAVATION PLACEMENT AND 1 12' THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF 1 T APN 261- 010 -10, 261 - 200 -01 CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 6 'TYPEIG'CURB t� GUTTER (BOTH SITE ADDRESS: MANCHESTER AVENUE ,,-ITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL BE MADE AVAILABLE AT ALL TIMES DURING THE 2 °/ I SIDE S TY 4 •; )��� CARDIFF, ENCINITAS MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE RAINY SEASON. ALL NECESSARY MATERIALS SHALL �,��a 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION SHELLEY PROPRRTY SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY BE STOCKPILED ON SITE AT CONVENIENT i OWNER,PERMITTEE: DANIEL T.SHELLEY - II WEST OF INTERSTATE HIGHWAY 5 NORTH OF MANCHESTER AVE, CARDIFF BY THE HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, LOCATIONS TO FACILITATE RAPID CONSTRUCTION 169 - DATE kANCHO SANTA FE ROAD SEA, SAN DIEGO COUNTY, CALIFORNIA, JUNE 24, 1985, BY LEIGHTON AND ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT ** TYPICAL SE ENCINITAS, CA 92024 0 ASSOCIATES INCORPORATED, SHALL BE CONSIDERED AS A PART OF THIS GRADING ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS (619) 753 -8409 PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MACKINNON RANCH ROAD -. AND SPECIFICATIONS CONTAINED IN SAID REPORT. SUITABLE FOR THEIR INTENDED USE. MODIFIED WITHOUT THE APPROVAL OF THE STA 3 +11 .51 TO 4+39.07 AND LEGAL DESCRIPTION: A PORTION OF THE WEST ONE HALF OF SECTION 26, ENGINEERING INSPECTOR. STA 5 +6556 TO 6+03.91 NO SCALE TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND CONTROL DEVICES TO WORKING ORDER TO THE OFFICIAL PLAT OF SAID LAND FILED IN THE DISTRICT IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED SATISFACTION OF THE CITY ENGINEER AFTER EACH LAND OFFICE JULY 18, 1881. APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO RUN OFF PRODUCING RAINFALL. CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME 46' AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE BEEN INSTALLED. EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 23' 23' GRADING. THE CITY ENGINEER DUE TO UNCOMPLETED GRADING VARIES WIDTH VARIES CONSTRUCTION Z 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH 10' MAX. SAWCUT AND OVERLAr AS ESTIMATED QUANTITIES 5• CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD MAY ARISE. 6'' TYPE "G - 1" NECESSARY TO PRODUCE CTR. EXIST. PAVEMENT ",Ord i (CROW 1 LINE) 14 TO PROTECT ADJACENT PR ^PFR CURB A SMOOTH TRANS. TIES DURING GRADING SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE CUT -- ' 000 - - - -- C.Y.* OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TC ELEV TB ELEV REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC SHOWN ON SHOWN ON FILL 14 - ' - - - -- C.Y.* GRADING. -FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS 2 010 EXIST. A.C. PROFILE PROFILE 000 FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE CREATE A HAZARDOUS CONDITION. '� A .. - (SURFACE WIDTH VARIES EXPORT _N /A - -- C Y * TO 0 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR SCARIFIED TO A DEPTH OF 6 FEET AND THEN COMPACTED TO A _ - ��- -� 6 TYPE "A "AC DIKE - BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE PROPOSED MANHOLE ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER RESPONSIBILITY TO PLACE SPREAD WATER AND COMPACT THE APPROVED GRADING PLAN SHALL BE INCORPORATED PER SDRSD S -17 SUPERELEVATION VARIES * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES OR A LICENSED LAND SURVEYOR. FILL IN S.�RICT ACCORDANCE WITH SPECIFICATIONS. HEREON. `�� TO CONFORM TOEXISTING SAWCUT & OVERL ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL PROPOSED 8 SUPERELEVATION SEWER LINE AS NECESSARY TO PRODUCE A QUANTITIES MAY VARY DUE TO SHRAKAGE OR SWELL FACTORS) . 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST A SMOOTH TRANSITION SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS DRAIN AWAY FROM THE FACE OF SLOPE AT THE'le TYPICAL SECTION RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS CONCLUSION OF EACH WORK DAY. MANCHESTER AVE FEDERAL SAFETY, AND HEALTH STANDARDS, LAWS AND SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE STA 6 +15.03 TO 10140.21 SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY PASCO ENGINEERING AND SAN LO AERIAL REGULATIONS. ENGINEER OF WORK AND i FFT IN A NEAT AND ORDERLY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL NO SCALE SURVEY FLOWN 5 -6 792 CONDITION. ALL STnNES, OOTS AND OTHER WASTE MATTER BE IN PLACE AT THE END OF EACH WORKING DAY 33' 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) EXPOSED OR EXCAVATION OR 'I- IBANKMENT SLOPES WHICH ARE WHEN THE FIVE (5) DAY RAIN PROBABILITY VARIES 16.5' 16.5' 5' 3' , MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED FORECAST EXCEEDS FORTY PERCENT (40 %). SILT 6 11 TYPE'G'CURB 1 51 ENVIRONMENTAL NOTES: CONDUCTED BETWEEN THE HOURS OF 5 P.M. AND 7.30 A.M. OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH 6 „ TYPE G CURB & ' NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. A (MEDIAN, TYP.) 2.5' 2.5' GUTTER (TYP. CCORDANCE WITH THE GRADING ORDINANCE. RAINFALL. BOTH SIDES) ti' 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 40°1° 5. ALL TREES, BRUSH, GRASS, 'AND OTHER OBJECTIONABLE 20 ° ` /o 2°i �. 2 ° /° 2 -- 0 -/ (EXCLUDING EXISTING MAN MADE SLOPES AND PREVIOUSLY I 9• PRIOR TO ISSUANCE OF A GRADING PERMIT, A QUALIFIED MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL `` `/< �\� `�< ...•.. <a. vu �� DISTURBED AREAS. PALEONTOLOGIST SHALL BE RETAINED, AND SHALL BE PRESENT AT DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES �` y 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 1OFT AND THE MAXIMUM W , THE PRE -GRADE MEETING TO CONSULT WITH THE GRADING AND LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND ( COVERAGE) PRIOR TO NOVEMBER 15, THE V , VERTICAL HEIGHT OF FILL 12 FT . EXCAVATION CONTRACTORS. A MONITOR SHALL BE ON -SITE AT ALL FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW 1IE TYPICAL SECTION PCC SIDEWALK TIMES DURING THE ORIGINAL CUTTING OF PREVIOUSLY APPROVAL OF LOCATION OF DEB RIS FILL SHALL BE SECURED INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 2.56' THE EROSION AND SEDIMENT CONTROL HANDBOOK OF MACKINNON RANCH ROAD UNDISTURBED SEDIMENTS OF THE DEL MAR FORMATION AND LATE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE STA. 0+61.77 TO STA. 0+95.07 OF CUT AREA OF CUT (S.F.) PLEISTOCENE DEPOSITS. IN THE EVENT THAT WELL - PRESERVED DISPOSAL OF ANY SUCH MATERIAL. THE STATE OF CALIFORNIA DEPARTMENT OF NO SCALE FOSSILS ARE DISCOVERED, THE MONITOR SHALL BE ALLOWED TO CONSERVATION. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 2.99' TEMPORARILY bIRECT, DIVERT, OR HALT GRADING TO ALLOW 6. GRADING SHALL BE PROHIBITED IN THE PERIOD BETWEEN OCTOBER OF FILL AREA OF FILL (S.F.) RECOVERY OF FOSSIL REMAINS IN A TIMELY MANNER. FOSSIL 1 AND APRIL 1 OF ANY YEAR. REMAINS COLLECTED DURING THIS SALVAGE PROGRAM, SHALL BE DEPOSITED IN A SCIENTIFIC IN T YPICAL STREET SECTION INSTITUTION WITH * NOTE : \ SUCH IN THE SAN DIEGO 7. ALL PERMANENT RUNOFF AND EROSION CONTROL DEVICES SHALL BE FOR REFERENCE ONLY. PALEONTOLOGICAL COLLECTIONS (SUCH AND INSTALLED PRIOR TO OR CONCURRENT WITH ANY SEE IMPROVEMENT PLANS FOR NATURAL HISTORY MUSEUM.) ON SITE ACTIVITIES. TM 89 -180• \ RY LANDSCAPING NOTES OvNDA NB B. ALL AREAS DISTURBED SHALL BE STABILIZED IN ADVANCE OF THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN Z _, g�ly 1510 16' RAINY SEASON (OCTOBER 1 TO APRIL 1 OF EACH YEAR) . THE USE ACCORDANCE WITH PLANS APPROVED BY THE CITY 8' 8' OF TEMPORARY EROSION CONTROL MEASURES, SUCH AS BERMS, ENGINEER. PLANS SHALL CONFORM TO THE CITY OF 6" TYPEIIG'ICURB r6" TYPE''G - 1" INTERCEPTOR DITCHES, SANDBAGGING, FILTERED INLETS, DEBRIS ENCINITAS GRADING ORDINANCE AND ALL ADOPTED e� 8. GUTTER CURB BASINS AND SILT TRACS SHALL BE UTILIZED IN CONJUNCTION LANDSCAPE AND IRRIGATION STANDARDS. ► \2 2/° �3 NOTIFICATIONS WITH PLANTINGS TO MINIMIZE SOIL LOSS FROM THE HILLSIDES ° OR RESTORATION AREA. 2. FINISH GRADING AND PLANTING SHALL BE \o 1. THE EXISTENCE es.ND LOCATION OF UNDERGROUND UTILI`T'Y ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 �9 • STRUCTURAL SECTION PER PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES - - \ GENERAL NOTE NO.2 OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE GRADED BETWEEN OCTOBER 1 AND APRIL 15. y am` - �� **- TYPICAL SECT ION BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING - \ UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: WESTERLY LOOP�NC SCALE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY w 1 jQ w STRUTURAL SECTION PER W MEASURES TO PROTECT ANY EXISTING UTILITIES OR DECLARATION OF'RESPONSIBLE CHARGE `� GENERAL NOTE NO.2 tJ� STRUCTURES LOCATED AT THE WORK SITE. IT IS THE - i DECLARATION OF RESPOWat5LE CHARGE \ O CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING ( 20 6 BERM RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR GHLLNGE Or ENGINEEtZ OF WORK N �N SAID , UTILITIES OR STRUCTURES PRIOR TO ANY THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE I Ht-REI3Y IDECLAKE THAT I AM THE NEW ENGINEER � � 01 WNO EXCAVATION, FOR VERIFICATION AND LOCATION OF OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION Of WOIGK 'POP_ THIS I - ROJ EGT. THAT 1 HAV>= I 50 & - *'K TYPICAL SECTION co Y0O UTILITILS AND NOTIFICATION OF COMMENCEMENT OF WORK: 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE EXETZCISr-`o CHAIZ<2i1= oV>=R. THE 4 5 \ SOUTHERLY DRIVEWAY•NO SCA � w al DESIGN IS CONSISTENT WITH CURRENT STANDARDS. t� 'er SIG W O THM I�K.OJI =C rJ T AS ET SE. IN CTIOr4 g ' A. SEWERS - 694 -3273 Q70S ® r T I+ E P.�uS1hI1`SS At , 4 p Pt201= ESS10NS CODE , fESVO IW- ' I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ANp THAT THI= DC - SIGN IS CONSISTENT WITH A I � �Q�� � Yj B. GAS & ELECTRIC - ( 800) 422 -4133 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO Z5 �! ,,LAN F� I< u:00 A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER 0 1 UN DER3TAND THAT TAE CHECK 01F PIZ©JECT C. WATER - 753 -6466 WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. DTZAWINGS AND SICIFICATlONS ICY THE CITY OF 26 V 49 , r 2 Z rZ6 ENCINITAS 15 C-ONI =INED TO A ONLY AND S s w Q No. C34757 D. TELEPHONE - ( 800) 422 -4133 / L bOES N0 Rl`LIEVE MI✓ AS ENGINEE1z OT= wOhlc 1 2� of Exp. 9-30-99 BY: f DATE + °� C�•F M`( RE5F>oNSIf�ILITIES EOiz PRQJE -GT DESICGN. �� $ E. CABLE TV (800) 422 -4133 WAYNE P SCO ervi � 2 � �Q� �11� � 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 R.C.E. 29577 � �� Li HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. bK GLEN K. VAN P DATE 4 - V4 f7 ` 17 �� y �� AS BUILT � PHONE: (619) 6'.�3- 2797 ESKI SOILS ENGINEER'S CERTIFICATE R.G.1= 4124 M - 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS HUN5AKER 6ASSOCI-ATES AN E 32 FOR INSPECTION. PHONE. (619) 633-2797 ALL WORK �J/ �, /i /� 10179 HUENNEKENS 5TREET I ST� PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE /T( /`/ REGISTERED CIVIL ENGINEER IN SAN DfEGp CA 92121 QPpFESS /p,I,� $�C'L[' SUBJECT TO REJECTION AND REMO THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN (�19) 55e -4500 r�® K. VAIV �D THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY ,��� v�N AF S� 2 c ���j PP � 3b SAN DIECiIJITO WATER DISTRICT THAT A SAMPLING AND STUDY OF THE SOIL CONDITIINS q) v EVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY w No 41204 In 'Fev1 'l1Eer,> • S y � \ 3y DAVID A. I/AMMAR DATE D RECTION BETWEEN THE DATES 8 124 ''Z AND / lap. 3-31- 3-31 °O►�1 0 E COMPLETE COPY OF THE SOILS REPORT COMPIL D FROM * o Pti RCS n/D. 3¢757 EXP. 9/x/99 T IS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED 9r CIVIL KEY MAP �`'�'l 5 - 9 - 97 0 THE OFFICE OF TH CITY ENGINEER, ALONG WITH UPDATE OF �A� � i � �, VALID FOR �'wOYF1� ��. ETTER DATED Q FURTHERMORE, I HAVE REVIEWED LEGEND 111 - 1001 ZG' Ao \ 3� INDEX Y ESE GRADING PLANS AND CERTIFY THAT THE SHT NO. DESCRIPTION R COMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS SUBDIVISION BOUNDARY F 1 �� I »•� S�E ` \�� P OJECT HAVE BEEN INCORPORATED I N THE GRADING PLANS AND ESS 'Y LOT LINE £ 1 38�,.J. ,. �. ,� r 1 TITLE SHEET G NE \E �O r t�� S O 2 GRADING PLAN 7 F S ECIFICATIONS. 1 7 E A A s,. E A. p LOT NUMBER 12 �. O yL Es51o�,h Q y '9� EXISTING STORM DRAIN - - - S D - - - - a 1 i Q N pA R�( ; ��c ► N q�r, 3 DETAIL S PROPOSED STORM DRAIN S _ D '�'� � 4 EROSION CONTROL PL GNED : �� �,� R. ` cti ,3► N BO ,,5 P ' r 1♦ O L� PROPOSED STORM DRAIN INLET' El �u (; � ZA GRADING PLAN �. � �p TYPE 'B' SDRSD D -2 5 ? � tir .�., �' �B GRADING PLAN 'ENCINITAS PIKE PROTECTION D15TMICT RC N0.. `�/ 3�� w E"►'P3�3795 PROPOSED STORM DRAIN INLET 1 I� >. •, EXP 3 -31 -95 \ TYPE 'C' SDRSD D -3 OCEAN ac No. 16351 PROPOSED STORM DRAIN CATCH BASIN ° PASCO ENGINEERING C (REV f EW E D BY - CONE DR J E DATE: 3O PROPOSED STORM DRAIN CLI ?ANI 1 � (619) 259 - 8212 )UT v l z -/ a ` b O �' � 9 PROPOSED BROW DITCH D -7 5 ELIJ I v I ` .. . ;, \ $ y �,. F q �, 535 NO. HIGHWAY 101 U) SAN I s'T off` OF CA�•� DIRECTION OF FLOW . Ct +t�1Li° SUITE A LA �I \ G OON qT E Q( V� PHASE LINE(FORCONSTk CTION) LLJ W ��� SOLANA BEACH, CA 92075 LL ' l F � � � \` q -Zq-�1 PROPOSED CURB z VICINITY MAP PATE 1 CALIFORNIA COASTAL COMMISSION PERMIT NO.6 -90 -129 0 N CA Q REVISIONS APPROVE REFERENCES MARK SCALE REVIEWEDBY COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS ENGINE D EPART ME NT DRAWING N0. NoText NoText NoText NoText NoText NoText