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I �� ZA I = Z7 m mz°� � r�-➢in o (nm_A I �1 o �z ZOOO ("� ' ' j mvc ° i RI Y I � ;0 __4 �mor- tmn omZ � I 1 AOa mH Z --i � _* m ° f I o _0 0) Z ��x zD*,°o I � ODZ �'mA= A oo�om ®s?� 0 t i Z xv —I I- � cox °mo< ° =r=l� I I X ° _ � iC7 N CA � �o(nc� �T1 O G7 IcC 0 '�W;Dm m *z I m Sl L" ,4 v C o �A -I=' O z t m z D mAO I Qp m �, Z v��vy N to m -I I N _ _ O iod Z zxA I rn n m �Z I I ENGINEER'S NAME: SAN DIEGUITO ENGINEERING, INC � PHONE NO. (760)753- 5525 I I I GRADING NOTES : A. GENERAL OPINION OF EARTHWORK, 1. ALL WORK SHALL BE DANE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE CUBIC YARDS OF CUT: 240 G.Y. (RAW) STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE CUBIC YARDS OF FILL: 170 C.Y. (RAW) DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS HAVE BEEN INSTALLED. VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, OVER EXCAVATION, 2. THE SOILS REPORT TITLED 'GEOTECHNICAL EVALUATION J° STREET PARK AND OVERLOOK RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT OT PREPARED BY GEOPACIFICA GEOTECHNICAL CONSULTANTS DATED JULY 6, 1997 SHALL BE 3, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND FOR REFERENCE AND FEE PURPOSES ONLY. ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE REPORT. UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILL AND ALLUVIAL SOILS SHALL BE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE METHODS, TECHNIQUES AND PROCEDURES WITH REGARD TO GRADING, CONSEQUENTLY, 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES, TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THE CONTRACTOR SHALL PREPARE HIS OWN ESTIMATES OF EARTHWORK FOR THE WITH IMPROVEMENT PLANS. PURPOSES OF BIDDING, CONTRACT AND CONSTRUCTION. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE GRADING. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING • 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH ORDINANCE. IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, ENVIRONMENTAL DATA , REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE STEEPEST EXISTING NATURAL SLOPE ON-SITE = 1 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, FREE FROM UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE -1/2 1 INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF MAXIMUM VERTICAL DEPTH OF CUT = 3' STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ANY SUCH MATERIAL. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE MAXIMUM VERICAL DEPTH OF FILL = 3' FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. D. EROSION CONTROL AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AVERAGE DEPTH OF CUT = 240 C.Y. X 27/8720 S.F. = .74. 1• IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PHIL COTTON AT (760) 714-1046 . AVERAGE DEPTH OF FILL = 170 C.Y. X 27/5463 S.F. = .84, Co 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE, THE PREGRADE MEETING 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL `e SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED SHALL BE SC 70. ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRICTION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL o SITE WITHIN THIS PROJECT, THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL OF THE ENGINEERING INSPECTOR. FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL OWNER' CERTIFICATE COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 4• THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER WITH REGARDS TO THE HAULING OPERATION. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN u RAINFALL. OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO Z FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE C P I ND STABILITY OF THE SITE. Cl) m CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR _z CL HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DATE. PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE SIGNATURE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS GRADING OPERATION. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. DECLARATION OF RESPONSIBLE CHARGE � o B. NOTIFICATIONS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I BE INCORPORATED HEREON. HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE CONSISTENT WITH CURRENT STANDARDS. THE BEST OF OUR KNOWLEDGE THERE ARE NO EXITING UTILITIES EXCEPT AS SHOWN ON OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE THESE PLANS, HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY CITY E ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RE MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ENGINEER CI WORK F SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS , D MY RESPONSIBILITIES FOR PROJECT DESIGN. ®q(t0 SIQ WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY �( OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. (NAME, ADDRESS & TELEPHONE NO. OF ENGNEER OF WORK} �� `t� R' LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK; a. SEWERS — ENCINITAS SANITARY DISTRICT (760) 633-2780 10, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE �� r , . BY: DATE: i Ien z OF GRADED SLOPES (90%) COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE E° C m Z I 'm b. GAS & ELECTRIC - SDG&E (800) 422-4133 STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF RCE N0. : EXP. DATEr '°� t..u.�� '° ° Z THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA - Z C. WATER - SAN DIEGUITO WATER DISTRICT (760) 633-2709 DEPARTMENT OF CONSERVATION, s� z SOILS ENGINEER' CERTIFICATE gTFOF I AL,�pR� 0. d• TELEPHONE - PACIFIC BELL (800) 422-4133 I, _.JM1+ntl Kn.bJ$'VN__ A REGISTERED CIVIL ENGINEER IN THE STATE 0 `CALIFORNIA, oS e• CABLE TV - DIMENSION CABLE (800) 422-4133 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY W CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES LrL *Na BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633-2740. _-_ __ ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS V STUDY, WITH. MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY W 3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDE IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN SUBJECT T TO REJ ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE INCORPORATED IN THE G ADI LANS AND SPECIFICATIONS. SUBJECT TO REJECTION AND REMOVAL. E® SIGNED: - _ -- s ROEESS/p G. GRADING _ �,. �� �. K 0�! `- �� ��,SF.K,�� �� /' Q RCE NO.: __$_S`JST------ �� ca d 1 . ALL GRADING SHALL BE OBSERVED AND TESTED T A QUALIFIED SOILS ENGINEER OR 3 / O� o m � Q UNDER HIS DIRECTION. HE SHALL OBSERVE. AND TEST THE EXCAVATION AND EXP. DATE: _ ' COMPACTION OF TRENCHES, HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL--`----- w pg / s EXCo o V DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING $,Iy �{ty * ����� ®���� W OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND OFCaL CAtBF ( .� EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS r--1 AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. Lu a H a - SAN DIEGUITO WATER DISTRICT z "AS-BUILT" P--4 PLANS REVIEWED AND APPROVED BY: W � LANDSCAPE ARCHITECTURE BY: F op PLANNING APPROVED BY: LJ---°-� :)Q._-.-® DATE: i 637 Arden Drive,Encinitas,CA,92024 DATE: �17�)gg RCE: EXP: C � (760)944-8463 ."% REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT DESIGNED BY DRAWN BY CHECKED BY Q M.E. M.E. M.E. APPROVALS CITY OF ENCINITAS PUBLIC, DEPARTMENT DRAWING NO. PLA a DESCRIPTION: NS PREPARED UNDER THE SUPER!IS)ON OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: Z LOCATION: HORIZONTAL DATE: r7l4r/ m* 9 4' 'J ' STREET PARK & OVERLOOK R.C.E. NO 7.,. : 5614 I o z (NAME) EXP. T 34°g`s' DATE.?unw' BY: >! Z O uj �--9---- BY: C RECORD FROM: VERTICAL DATE GRADING PLAN NOTES a ELEV: DATUM: �'L"�-°�`� 'j-- .0 F� LL, r:`�;�rF .r`ril:c��\,.) x7FiLCT PA?:t.\�,�-1 c1�et� el:l wc>,'�I� 7,fi2;frv�i SHEET, 0-1 OF 3 /LL} L END : CONSTRUCTION NOTES , O SHEERACCTOR SHALL INSTALL CATCH BASIN PER DETAIL 'B', TC) EXISTING GRADE ------ 4" DIAMETER DRAIN PIPE (SCH. 40 PVC 1 MEET & MATCH CONCRETE WALK W/ BACK OF PARKWAY ® TOP R WALL CAP SHALL MEET FLUSH 7 JOIN W/ ( ) Q CONCRETE WALK FINISH SURFACE (FS 97.20 ). WALK. TC TOP CURB DAYLIGHT LINE (LIMITS OF GRADING) MIRROR TOP OF WALL ELEVATIONS ON SOUTH CURVED NEW ASPHALT PAVING SHALL MEET & MATCH EXISTING RETAINING WALL, FS FINISH SURFACE SEWER LINE ACCESS ROUTE - 10' CLEAR WIDTI CONCRETE GUTTER. NEW CURB SHALL MEET & MATCH TCL TOP COLUMN (THIS IS TOP OF COLUMN NOT EXISTING CONCRETE CURB. 11 EXISTING WATER LINE IS SHALLOW IN THIS AREA 3 MEET & MATCH TOP OF NEW CONCRETE CURB. (APPROXIMATELY 2'-3" TO TOP OF PIPE). EXTREME CARE INCLUDING CONCRETE CAP & SPHERE.) SHALL BE TAKEN IF OVER-EXCAVATION IS REQUIRED. TW TOP WALL 4 CONTRACTOR SHALL ADJUST MANHOLE & VALVE COVERS TO ' t CONTACT SAN DIEGUITO WATER DISTRICT @ (760) O FINISH FLUSH WITH NEW ASPHALT PAVING FINISH SURFACE p9 AT, LEAST 48 HOURS PRIOR TO STAR I G WOR i633- , , SN THIS g g AREA.BOTTOM WALL PER PURVEYORS REQUIREMENTS. INV INVERT ELEVATION O CONTRACTOR SHALL CONSTRUCT SIDEWALK UNDERDRAIN it PIPE PER SAN DIEGO AREA REGIONAL STD. DRWG. D-27. , ; ,tz it v TG TOP GRATE 1 3" PIPE. TB TOP BENCH I{ t ! INSTALL 1 ' WIDE CURB CUT TO ALLOW DRAINAGE. i � EXISTING CONTOUR MEET & MATCH EXISTING D.G. PATH. 116' PROPOSED CONTOUR " li ' ` r�, t 1` l y ' , I !z O :t LOT 8 ►„'� DIRECTION OF WATER FLOW ` 2 ' I ` ' i '' t l i i t tg y 7 . 2q 1 i , - MAP 1 BLK 34 NO 48 ® CATCH BASIN ..., • ! It 'q,, , ,- 0 L0 it it it r ,t , i 1•j• i � i - �1 L.-_,_ \ `_ 4 1 � yt t` "'777��� ,'s� 3� ? � gl•J ♦ ' �� i \, t, ;i I MAP NO. 8441 01.1� ,, � �,° -- .• 1 i1 i -._- -""...;..:...-..' ..-.._ i {'Ti 1 + v 1 ,� ''%.`"� i 1 i `i_`.. c {1 it , CV i \ � L 1 SCi z �4 t, _ __ i t2 It_' -_��, —._'"` ',a. .-'", `. , �.-'--r ',�"o• , - 1 `` � '�� i ` 2 `�`� ly y O 4 { it Alb 3 _ O '..- °.+ _-, ",,,. `\ '"' � Yr'% ;?--... G 1 • � `-,, G,y�� ;t It `.. s � { ;.. ,[ « ,[ t 1 . 444 C .■■■e +w m .' wr' cD �,. �C" I� \ ? I A IER \ > , L d � `, .�'° •_ 114 � � „..-- ♦ I � , s° ., .;..,. � —. ..:�— _ 1 ,,y5 1 '! 1 g p4.q W �,,,.•. t F�, t r a ..\ ,., � 1 t. �:'•;-,-`-. ,1 �.- };E s, f V � \ '� .' '.. ,. ,.,„.., n ',. ♦ j ' •"w 1 i r 5 A e..-,_ V S ) • n r r,6 Yn `, a ,8-..-'_l� -_s _!. i. t `c 4 ) i t 1 RAMP',- N N f '� \. -..♦ Y to ', '� � 'z - , t t \ 7 �•. i 5 �• } jl 1r,r'(9 � 1Nr 10 112 i t RISERS ..- � '. \ t _.- "v. I „`�� ,._ ' �' v ._.. \ _ /' ! , .. .- � Y' ♦1 E { r rF a f i i 41" r^!' r , l t , RISERS j ! i ..- ; Z 2 '\ i Z it IL %, \ ? `, �1 �,- _w "'" _ .`t�- A `\ ,, \ °`:n, q♦ --` ''` ,:;e. .'";:`: f_-'-._._._,.i_ ., ' f i Ii� �\ t j' i� p � i „ w it '_ ; !� N� -F= G � _ -. . . ` '., ♦ `\ C" . 1� i i E ' \ , I rte'___ k 61.I \�-_'�'�Ej'� `� 1``.,, "--•« '+.., ��.\ '\.\>< l \'`, `•,,,,,. `•" 1 i f i f � t � Ii \4 ,., �, t �e f �� � tt \ - } � Li _',.= .w n�, ,.,y '. �,.`'` ' \+ \�. ♦ ,° 1'v ` A TN '•lt� uj RISER \ _ ��." �� `• °.�� yt � vV 1 0 Jr " „ { _ l ^ .�_, t;' ,`` 8 • r '—.._ a ', \ i i ,�xm� _ F t \ .S. '1 �1-� _.t .. � � � 5 IL 1-1 tLq- ti \ ate. *° f r= . ti - Q OFFS l ° ` ` �� �� f LOT 1 ��� R R. F �� �l ` ` U) + Z i 5 .,. BLK 35 `� `-- -- o' M 48 AP N O• 1 -„ s y • W C 38144 't �, ' t rn � Ir m t; : t LOT 16 i it BLK 35 NOTES .MAP N0. 148 z `ty CtVil. ' �l , i ' �„ d h F s TF,' OF CAISFC� ? t : O w 0 A A 10' WIDE CLEAR ACCESS ROUTE SHALL BE PROVIDED ' z NORTH ` SAN DIEGUITO ENGINEERING, INC. SAN DIEGUITO WATER DISTRICT n ` t FROM SEALANE DRIVE TO THE CLOSED UN-NAMED ALLEY ti4i li "A -BUI T'° PLANS REVIEWED AND APPROVED BY: I' ON THE SOUTH SIDE OF THE PROPERTY TO ALLOW ACCESS ` '_ t W 4407 MANCHESTER, SUITE ,05 TO THE EXISTING SEWER LINE. ACCESS ROUTE IS BY: F- LANDSCAPE ARCHITECTURE ENCiNirAS, CA saoa4 SCALE: 1"=10' _ PLANNING PHONE: (760) 753-5525 APPROVED BY: 00 INDICATED BY THE DASHED LINE AS INDICATED I N THE DATE: cm L) 637 Arden Drive,Encinitas,CA,92024 LEGEND. 10 0 10 20 30 RCE: EXP: (760}944-8463 CIVIL ENGINEERING • PLANNING DATE: 7/z®l9b Q LAND SURVEYING e.uj REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT DEMSIENED BY D MEN BY CHEMCE. BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. CL DESCRIPTION: STANDARD BRASS CAP ON STEEL PLANS PREPARED UNDER THE SUPETASIQN OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: STAMPED BM L-1908 _ ;a DATE: ' �5��? N W HORIZONTAL 1'-10° Y: � J STREET PARK & OVERLOOK 5610 LOCATION: THIRD&E ST,ON SCHOOL SITE f ;� r'�" _n•' /�� Q B R.C.E.RCE NO.: BY: J(�' z O_ RECORD FROM: VERTICAL N/A DATE {NAME) EXP. f ELEV: 91.79 DATUM: USC&GS DATE: ^L d 2 GRADING FLAN SHEET G-2 OF 3 LEGEND , ER • TH OSION CONTROL NOTES . E CONTRACTOR SHALL INSTALL ALL SOILS EROSION CONTROL MEASURES PER PLAN AS APPROVED BY THE CITY OF ENCINITAS, (TC) EXISTING GRADE ------ 4" DIAMETER DRAIN PIPE (SCH. 40 PVC) 01 IN CASE OF EMERGENCY, GALL (760) 714- 1046. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING INSPECTIONS FROM THE CITY REPRESENTATIVE: TC TOP CURB DAYLIGHT LINE LIMITS OF GRADING Q CONTRACTOR SHALL PROVIDE A STANDBY CREW FOR EMERGENCY 1 . PRE—SITE INSPECTION, ( ) WORK WHICH SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE PROVIDED BY THE 2• OPERATIONS PROGRESS INSPECTIONS — TO DETERMINE ON GOING COMPLIANCE AND THE NECESSITY OF ADDITIONAL FS FINISH SURFACE SEWER LINE ACCESS ROUTE — 10' CLEAR WIDTH CONTRACTOR AND SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT MEASURES, BEYOND THOSE SPECIFIED ON THE PLAN THAT MAY BE REQUIRED DUE TO SITE CONDITIONS. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TCL TOP COLUMN (THIS IS TOP OF COLUMN NOT TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL 3. FINAL INSPECTION TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS. ■� CONTRACTOR SHALL CONSTRUCT SINGLE COURSE MEASURES WHEN RAIN IS IMMINENT. INCLUDING CONCRETE CAP & SPHERE.) OF SAND BAGS ALL LAND DISTURBANCES SHALL BE LIMITED TO THE AMOUNT NECESSARY FOR THE CONSTRUCTION AS SHOWN ON THE ® DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL APPROVED SOILS EROSION CONTROL PLANS OR AS REQUIRED BY INSPECTIONS, THE AREAS OF DISTURBANCES SHALL BE TW TOP WALL OF THE CITY ENGINEER. REESTABLISHED WITH VEGETATIVE GROWTH COMPATIBLE WITH THE AREA. THIS CONTROL SHALL CONSIST OF PLANTINGS AS PROVIDED FOR ON THE PLANTING PLANS AND OTHER METHODS APPROVED BY THE CITY BASED ON THE DEGREE OF BIN ® ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT DISTURBANCE. BOTTOM WALL THE END OF EACH WORKING DAY, WHEN THE FIVE—DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. ADDITIONAL AREAS DISTURBED DUE TO ACCESS, MATERIAL STORAGE, OR BY ANY CAUSE SHALL BE CLEANED AND REESTABLISHED PRIOR TO FINAL APPROVAL, SILTATION TO STREETS, STORM DRAINS, OTHER OFF—SITE AREAS OR OVER THE INV INVERT ELEVATION O5 AFTER A RAIN STORM, ALL SILT AND DEBRIS SHALL BE REMOVED BLUFF SHALL BE PREVENTED DURING CONSTRUCTION. FROM CHECK BERMS BY THE CONTRACTOR. ANY PROTECTION TG TOP GRATE MEASURES DAMAGED DURING A RAIN STORM SHALL ALSO BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF ALL AREAS PRIOR TO FINAL APPROVAL, IMMEDIATELY REPAIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE SOILS CONTROL TB TOP BENCH 6U EROSION CONTROL SHALL BE IMPLEMENTED BY THE CONTRACTOR MEASURES AS SPECIFIED ON THE PLANS AND THE SPECIFICATIONS AND INSPECTION REQUIREMENTS AS CONTAINED HEREIN {{ DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15), AND TO OBTAIN FINAL APPROVAL, OF THE ,OAK. } # EXISTING CONTOUR t ADDITIONALLY PRIOR TO ANY FORECASTED STORM. } I tt If If } ` ! EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 116 PROPOSED CONTOUR '_, # 'x t `rt AVAILABLE BY THE CONTRACTOR AT ALL TIMES DURING THE RAINY 't i ` - ',1 SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON—SITE AND I} DIRECTION OF WATER FLOW }} STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID 1 } t F — ;' I i CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. i B ® CATCH BASIN SHEET G 1 CONTROL NOTES ON " 8 SEE EROSION ) - * ` } ? tit pah t _ _ S—_, { i I {'� 1 '1`, �2 t` ,�� I t t � � t � i t „ Yl t i�a, ' 1 1{i —._._._...__. ._._........—.._.-._.s r,,,,-1 �: �,y_�.:=--�,._ ok °irk 1 ,_, _,_.._.. t - ;a.. 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'I .!�..w s �? t 4 J t s t1t fi # } Q Lu e+} ' � { RO 3/p }} Lu x i 4 p SAN DIEGUFTO } C 38144 m NORTH ;', tt `\\ ENGINEERING,x INC, SAN`DIEGUITO WATER DISTRICT ' , I i } F to M PLANS REVIEWED AND APPROVED BY: Ex ' t "AS-BUILT" j.. LANDSCAPE ARCHITECTURE Etk ,at c's> ,< ' e # s p cc PLANNING PHONE {.�c; ;.,3-5522 APPROVED BY: C ®t�—® �9� Civil_ C��� SCALE: 111=10' BY: W 637 Arden Drive,Encinitas, GA,92024 APPROVED CALWQj DATE: (?60)944-8463 r"""" AIL`€L NDNEERW - PLANN{> DATE: 7I aN�98 NU ! INS 10 0 10 20 30 RCE: EXP: a to REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT DESIGNED BY DRAWN BY CHECKED BY Q M.E. M.E. M.E. APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Lu DESCRIPTION: STANDARD BRASS CAP ON STEEL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: STAMPED BM L-7906 r.� � LOCATION: THIRD$E ST.ON SCHOOL SITE HORIZONTAL 1"=10' DATE a z N ,v. Bar 7�� -= R.C.E. NO.., � ; c. ',1 ' STREET PARK & OVERLOOK zo 561 Q RECORD FROM: BY: By, _ ELEV:91.79 DATUM; uSC&Gs VERTICAL NIA DATE (NAME) EXP. — DATE: I � x , EROSION CONTROL PLAN SHEET G.3 OF 3 a c ` ..# .. , cW T . �r �ta.�, a .}. . , , \G-3.ds^acs deffl comn, /i=. �If=�33 114 CONSTRUCTION NOTES: CONTRACTOR SHALL INSTALL HANDICAP RAMP PER SAN CONTRACTOR SHALL INSTALL FIRE SIGNAGE PER DETAIL 'C', 5 CONTRACTOR SHALL INSTALL TRASH RECEPTACLE PER VVV����� • DIEGO AREA REGIONAL STANDARD DRAWING #G-31, TYPE D. SHEET C-4. DETAIL 'G', SHEET C-3. LEGEND . Q CONTRACTOR SHALL INSTALL 4" THICK CONCRETE WALK CONTRACTOR SHALL INSTALL HANDICAP RAMP PER DETAIL CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER 0 CONTRACTOR SHALL INSTALL NEW ASPHALT PAVING OVERLAY PER DETAIL 'A', SHEET C-2. DETAIL 'D', SHEET C-4. INSTALL 0 8" IN FROM PAVING AS NECESSARY TO PROVIDE FINISH SURFACE PER GRADING — — — — — — — — CONTRACTOR SHALL INSTALL SCORE JOINT PER DETAIL 'C' , G , SHEET G-2. EDGE. PLAN & TO PROVIDE SMOOTH TRANSITION BETWEEN NEW & SHEET C-2 CONTRACTOR SHALL INSTALL SCORE JOINTS PER DETAIL 'C', CONTRACTOR SHALL INSTALL CONCRETE PICNIC TABLE (TYP. EXISTING ASPHALT PAVING. SHEET C-2 0 12" APART TO ALIGN W/ RETAINING WALL. OF 3) MODEL #100C AS AVAILABLE THROUGH OUTDOOR CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER 0 EXISTING ASPHALT PAVING TO REMAIN. PROTECT IN PLACE CC � CONTRACTOR SHALL INSTALL EXPANSION JOINT PER DETAIL CREATIONS (916) 337-6774. COLOR SHALL BE SEQUOIA DETAIL 'E', SHEET C-4. INSTALL 0 8' IN FROM PAVING . t� Q CONTRACTOR SHALL INSTALL CONCRETE STEPS W/ SAND. EDGE. 3 C, SHEET C-2 HANDRAIL PER DETAILS 'E' & 'F', SHEET C-2. � CONTRACTOR SHALL INSTALL 6" WIDE CONCRETE FOOTING CONTRACTOR SHALL INSTALL CONCRETE BENCH/RETAINING CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER @ CONCRETE WALK EDGE AS REQUIRED TO PROVIDE A CONTRACTOR SHALL INSTALL MASONRY RETAINING WALL PER WALL PER DETAIL 'G', SHEET C-4. DETAIL '17% SHEET C-4. INSTALL 0 8" IN FROM PAVING FOOTING DEPTH 12" BELOW FINISH GRADE. DETAIL 'A', SHEET C-4. EDGE. ® PARK SIGNAGE LOCATION, SIGNAGE TO BE SUPPLIED AND CONTRACTOR SHALL INSTALL ASPHALT PAVING W/ BASE y CONTRACTOR SHALL INSTALL 6" CONCRETE CURB PER PER CONSTRUCTION NOTE #11 . ' CONTRACTOR SHALL INSTALL 6" CONCRETE MOW CURB PER CONTRACTOR SHALL PAINT EXISTING CONCRETE CURB RED INSTALLED BY CITY. DETAIL F', SHEET C-3. PER CITY OF ENCINITAS FIRE DEPARTMENT REQUIREMENTS. DETAIL 'D,, SHEET C-3. @ CONTRACTOR SHALL INSTALL TUBULAR STEEL FENCE PER U6 CONTRACTOR SHALL INSTALL PATTERNED COLORED SJ CONTRACTOR SHALL INSTALL STAINLESS STEEL HANDRAIL MEET EXISTING A.C. PAVEMENT W/ NEW CURB. NEW CURB DETAIL 'H', SHEET C-3. '1 CONCRETE WALK PER DETAIL 'A', SHEET C-2. PATTERN PER DETAIL 'E', SHEET C-3. SHALL FINISH 6" ABOVE FINISH SURFACE OF ADJACENT SHALL BE 6" X 6" TILE, COLOR SHALL BE L.M. SCOFIELD CONTRACTOR SHALL INSTALL CURB & GUTTER PER CIVIL ASPHALT PAVING. CONTRACTOR SHALL INSTALL 1' WIDE CURB CUT TO ALLOW FOR WATER DRAINAGE PER GRADING PLAN. DO NOT END `( "QUARRY RED". CONTRACTOR SHALL SUBMIT PATTERN AND DRAWINGS, SHEET S-1, MOW CURB SHALL MEET & FINISH FLUSH W/ NEW CURB ABRUPTLY. PROVIDE SMOOTH TRANSITION AS COLOR SAMPLES TO CITY FOR REVIEW & APPROVAL. �/7�y7 DIRECTED BY CITY REPRESENTATIVE. 0 CONTRACTOR SHALL INSTALL COLUMN PER DETAIL 'B', CONCRETE FINISH SURFACE. i �_ O7 EXISTING WATER LINE TO REMAIN. PROTECT IN PLACE. 1 SHEET G-4, EXISTING POWER POLE GUY WIRE TO REMAIN. PROTECT IN � EXISTING WATER LINE IS SHALLOW IN THIS AREA ® PLACE. (APPROXIMATELY 2`-3" TO TOP OF PIPE). EXTREME CARE EXISTING SEWER LINE TO REMAIN. PROTECT IN PLACE, CONTRACTOR SHALL INSTALL NEW HANDRAIL TO WITHIN 3" SHALL BE TAKEN IF OVER-EXCAVATION IS REQUIRED. I Q Q OF EXISTING FENCE OR NEW COLUMN. CONTACT SAN DIEGUITO WATER DISTRICT 0 (760) ; l 04 CONTRACTOR SHALL INSTALL BIKE RACK PER DETAIL A , t/1 633-2709 0 LEAST 48 HOURS PRIOR ,TO STARTING WORK ? i t , l SHEET C-3. Q END OF NEW 6" CONCRETE CURB. MEET TO COLUMN. I tjj ' 1 IN THIS AREA. a u ) CONTRACTOR SHALL INSTALL 6" CONCRETE CURB PER SAN CONTRACTOR SHALL INSTALL VINE POCKET PER DETAIL 'C, ; (,� j � '� { ? ' Q ' i! '�� N DIEGO AREA REGIONAL STANDARD DRAWING #0-1, PAINT SHEET C-3. TYPICAL OF 2 (TOTAL OF 4). ` � �' , . - CURB RED PER CITY OF ENCINITAS FIRE DEPARTMENT 1 1 i ; ( tq - -- _ + p REQUIREMENTS. CONTRACTOR SHALL INSTALL SCORE JOINT PER DETAIL 'C', 11 SHEET C-2 TO COMPLETE RADIUS OF WALL CAP ACROSS : Q CONTRACTOR SHALL INSTALL ASPHALT PAVING PER DETAIL WALK. I + - , 1 tq I 1 'D', SHEET C-2. ~{. 20' -LOT 8 , 20 _- _--. 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