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1997-4931 G (Plans) . .. ,�� � e�ac .xaurimwr. stnn wu: .. nastxee. amewree��amu�nwasmowmea+ me+ mmmamnmtmemrtrtmmm +mammrn, <x?cn.+c,....»:; D � _ [I � R PR FROST ®N C ON°I�ROLI� W ORK T O BE DON TH E G E F T E D 1. IN CASE EMERGENCY WORK IS REQUIRED, CON TACT.• 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE GRAHOVAC eONSTRUC77 N AT _L61 285_0822_. STANDARD SPECIFICA TONS FOR PUBLIC WORKS CONSTRUC770N, THE DESIGN 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AND CONSTRUCTION STANDARDS FOR THE CITY OF ENCINITAS AND TF /£ SAN AVAILABLE AT ALL 77MES DURING THE RAINY SEASON. ALL NECESSARY DIEGO REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY FACILITATE RAPID CONS TRUCTON OF TEMPORARY DEVICES WHEN RAIN IS REQUEST FOR INSPECTION. OWN(�R.Jf1�f Rft�i10'1T'�f"I IMMINENT 2. THE SOILS REPORT 7 LE J. DEVICES SHOWN ON PLANS SHALL NOT BF MOVED OR MODIFIED W177-IOUT PRELIMINARY GEOTECHN /CAL EVALUA770N , THE GIFTED PRESCHOOL, APPROVAL OF ENGINEERING INSPECTOR. NEW FACILITY, CITY OF ENCINITAS, CALIFORNIA SUSAN RYAN 4. 77.1E CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WO# 2193 -A -SC DESCRIPTION 5DRSD S)O THE GIFTED PRESCHOOL WORKING ORDER TO THE SA775FACT10N OF THE CITY ENGINEER AFTER EACH DATED APRIL 2, 1997 - - - 2210 ENCINITAS BLVD RUN -OFF PRODUCING RAINFALL. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING ENCINITAS, CALIFORNIA 92024- 4358 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES SHALL BE DONE IN ACCORDANCE WITH THE RECOMMEN04TlONS AND PROPERTY LINE "" "°°- AS MA Y BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE SPEC /F ICA T IONS CONTAINED WITHIN SAID REPORT. EXIS77NG CONTOUR ELEVATION -- - - (700) - - II_ [� d N GRADING OPERAT /ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 3. APPROVAL OF THIS PLAN DOES NOT CONS7TUCF APPROVAL OF SIZES, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY LOCA77ON AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS OO�Zl1� PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN WITHIN S7REET RIGHT -OF -WAYS: SEPARATE APPROVALS AND PERMITS FOR EXIS77NG SPOT ELEVATION (7 PART OF BLOCK 1.9, AND PART OF 4TH STREET, VACATED, OF THE COLONY THESE SHALL BE REQUIRED IN CONJUNC77ON WITH IMPROVEMENT PLANS 0- OLIVENHAIN, ACCORDING TO MAP N0. 326, IN THE CITY OF ENCINITAS, COUNTY IMPOUNDED WATERS CREATE A HAZARDOUS CONDl770N. EXISTING WATER MAIN - - -- - OF SAN DIEGO, STATE OF CALIFORNIA 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING EXISTING UNDERGROUND UTIL177£S [may �� --- 8. PLAN SHALL BE INCORPORATED HEREON 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM PROTECT ADJACENT PROPER77ES DURING GRADING OPERATIONS. ANYTHING THE FACE OF SLOPE A T THE CONCLUSION OF EACH WORK DA Y. DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDI T/ON ELECTRICAL, CABLE, GAS, TELEPHONE °� [ _� _, 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT 7721E EXIS77NG PRIOR TO GRADING EXISTING SEWER MAIN --- END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY 6. 7HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 2232 ENCINITAS BLVD. FORECAST EXCEEDS FORTY PERCENT (409.). 5 /LT AND 077-IER DEBRIS MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND ENCINITAS, CA 92024 EXIS77NG FACILITIES AND --- - SHALL BE REMOVED AFTER EACH RAINFALL REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAN CO - APN: 259 - 231 -56 10. SHOULD GER OF HOROSEEDEd SLOPES PROVIDE YO CURB GUTTER AND S/W EFFECTIVE C OF G SLOPES (909' CO VER A GE) PR /OR TO 7. THE CONTACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY Q NOVEMBER 15, 77-IE SLOPES SHALL BE STABILIZED WJTH PUNCHED STRAW DEV ICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOP INSTALLED IN ACCORDANCE W/7H 5EC7701V 35.023 OF THE EROSION AND CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TV EX IMPROVEMENTS TO BE REMOVED Q SEDIMENT CONTROL HANDBOOK OF THE STA IF OF CALIFORNIA DEPARTMENT STANDARDS, LAWS AND REGULA ]TONS. OF CONSERVATION 8 G HUMAN OCCUPANCY OCCUPANCY SAL NOT BE CONDU BETWEEN PROPOSED BUILDING - � ti THE HOURS OF 5.• 30 P.M. AND 7.• 30 A.M. NOR ON SA lURDA YS SUNDA YS N °P [ fit° c� N AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERA 71ONS SHALL COMMENCE UN77L A PRE - GRADING MEETING / 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY PCO PAVING SEE CONSTRUCTION NOTES *1S Sl TE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF A VA /CABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARF N0 INSPECTOR, CIVIL ENGINEER, 50 /LS ENGINEER, GRADING CON77'ACTOR AND EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: CITY TT L THE PRE -GRADING ADVANCE SHALL N SCHEDULED WITH TFIE C CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. _ 011TV OF �1� 10. PRIOR TO HAULING DIRT OR CONSTRUCTION ,IVA7ERIALS TO ANY PROPOSED A/C PAVING PER SOILS ENG if�CONOT Aa w D THE CON7T,'ACTOR /S REQUIRED TO TAKE DUE PRECAU710NARY MEASURES t0 C0NS7PUC770/V SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO v PROTECT ANY EXISTING UTIL177ES OR STRUCTURES LOCATED AT THE WORK AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL. 6" PCC CURB G -t q sr SITE IT 1S THE CONTRATOR'S RESPONSIBILITY TO CONTACT THE ROUTE 7HE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND FOLLOWING OWNERS OF SAID UTlL177E.S OR STRUCTURES PRIOR TO ANY REOUIREMENIS 77•IE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE EXCA VA LION FOR VERIFICA TON AND L OCA TION OF U77LI77ES AND HAULING OPERA 710N. FINISHED SPOT ELEVATION I I I A // T Y � tl / NOTIFICA770N OF COMMENCEMENT OF WORK V I (✓ ! V J / 11- 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, SAN DIEGO GAS & ELECTRIC AN AS- GRADED CER77F /CATION SHALL BE PROlIDED STATING.' "THE GRADING FLOW DIRECTION NO SCALE PACIFIC TELEPHONE EGUltO UNDER PERMIT No. 4931 -G HAS BEEN PERFORMED IN SUBSTANTIAL WATER -SAN D WITH SITE RETAINING WALL EE SHEET 3 -=- _ SEWER - CITY ENCINITAS CONFORMANCE TH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL. BE FOLLOWED BY UNDERGROUND SERVICES ALERT 1 -800- 422 -4133 THE DATE AND SIGNA77 /RE OF THE CIVIL ENGINEER WHO CER77FIES SUCH ARCHITECTURAL RETAINING WALL PER SEPARA TE PEREMI T GRADING OPERATION. OR CMU FENCE 2. CONTRACTOR SHALL NOTIFY T7-JE CITY ENGINEER'S OFFICE 48 HOURS PRIOR KEYSTONE RETAINING WALL SEE SHEET 3 TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (619) 633 -2770 OWNER'S (Co[E RT� FICATE J. TVE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR PROPOSED CONTOUR ELEVATION 500 INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED WITHOUT I / (WE) HEREBY CER77FY THAT A RF_GIS7ERED ENGINEER OR GEOLOGIST HAS BENEFIT OF INSPECTION WILL BE SUBJECT TO REJEC77ON AND REMOVAL. G RAD9NO ARCHITECTURAL FENCE SEE ARCH PLAN _ BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77V7TY AND ADVISE ON THE COMPACT /ON AND STABILITY OF THE SITE. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS )rte hj f D R O S E E D ENGINEER OR UNDER HIS /HER DIREC770AI HE /SHE SHALL OBSERVE AND 8 "m AS7M -3034 DETAIL SHT 2 TEXT THE EXCAVATION PLACEMENT AND COMPACTON OF FILLS AND 6 "0 OR PVC OR 8 PIPE HYUROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.•1 BACKFILLS AND COMPACTION OF 7PENCHES. HE /.SHE SHALL SUBMIT SOILS S /GNA TUR£ DA It (HORIZONTAL TO V£R77CAL) OR STEEPER WHEN THEY ARE.- REPORTS AS REQUIRED AND WILL DE7ERM /NE rHE SUITABILITY OF ANY FILL 18" OR 24" SQ INLET BOX DETAIL SHT 2 � - c. THREE FEET OR MORE IN HEIGHT /N FILL AREAS MATERIAL. UPON COMPLETION OF GRADING OPERA7ONS HE /SHE SHALL (� b. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT STATE THAT OBSERVA77ONS AND TESTS WERE MADE 8Y HIM /HER OR UNDER D �„ ( N t SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARAC7ER OF HIS /HER SUPERVISION AND THAT, IN HIS /HER OPINION, ALL EMBANKMENTS NOS 5" PRO SERIES CHANNEL - -�� _ THE MATERIAL AS APPROVED BY THE CITY ENGINEER AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE Wl7H THE Wl7H PED TRAFFIC GRATE I, i4Lbe. -� �_K._ L cl.s_t _____ A REGISTERED CIVIL ENGINEER IN THE 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE APPROVED GRADING PLANS AND THAT ALL EMBAN KMENTS AND WITH 4 DRAIN PIPE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF OP77MUM LEVEL FOR 7HE GROWTH OF THE HYDROSEEDED 6ROW7H. EXCAVATIONS ARE ACCEPTA E. BL FOR THEIR IN US APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF 6 3 HYOROSEEDING .M /X SHALL CONSIST OF ALL THE FOLLOWING: 2 THE CONTRACTOR .SHALL PROPERL Y GRADE ALL EXCA VA TED SURFACES TO DRIVEWAY SDRSD G -26 THE SOIL COND177ONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER o. 20 CBS. PER ACRE OF ROSE CLOVER PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE MY DIRECTION BETWEEN THE DATES .5-9? AND _Y_'Z.9?___. ONE b. 20 CBS. PER ACRE OF ZORRO FESCUE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING = COMPLETE COPY OF 7HE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY c. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL RECOMMENDA77ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY d 4 LBS PER ACRE OF ACHILLEA MILLEFOL /A MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND a 3 LBS PER ACRE OF ALYSSUM (CARPER OF SNOW) TIME AS PERMANENT DRAINAGE AND EROSION CON7ROL MEASURES HAVE CER77FY THAT THE RECOMMENDA77ONS INCLUDED IN E SOILS REPORT FOR THIS f. 112 LBS. PER ACRE OF D/MORPHOLECA BEEN INSTALLED. PROJECT HAVE BEEN INCORPORATED 11V THE G Fir S AND I7EMS c, d, e, AND f OF THIS SUBSEC770N MAYBE OMITTED ON J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL C SPECIFICA TONS. 9 LOCAT70NS WHERE IRE AREA BEING H?DROSEDED IS NOT VISIBLE SHALL BE PLACED IN ACCORDANCE WITY STANDARD SPECIFI6 ALL ® FROM EITHER A PUBLIC S7PEET OR RESIDENTIAL STRUCTURE VEGETABLE MATTER AND OBJECTIONABLE MA TER /AL SHALL BE REMOVED BY S ®OEGUOTO WAT ER DI ST N SIGNED: __ !® w � » h. !7EM o OF THIS SUBSEC77ON MUST BE INOCULATED WITH A N /TROGEN THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE O _ __ 22 -- _ -- py '- lj APPROVAL OF IRIS PLAN 8Y SAN DIEGUiTO WATER DISTRICT DOES NOT CONSTITUTE GC g.Gu °�uGCi FIXING BACTERIA AND APPLIED DRY EITHER BY DR11 - LING OR PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO AWE NO.: -._�I -? -- _ - - -__ g FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE C --- � -u BROADCAS77NG BEFORE HYDROSE£DING. SUITABLE A REPREENTA 77ON AS TO THE ACCURACY OF, THE LOCA TION OF, OR THE ` e� EXISTENCE OR NON EXISTENCE 0t; ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE BE _ 4 ' fGM4 a :. ALL SEED MATERIALS SHALL BE TRANSPOR7ED TO IRE JOB SITE IN SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF Wl7HIN TILE LIA41TS OF THIS PROJECT. EXP. DATE: -_ _____� ___________ UNOPENED CONTAINERS WTH THE CALIFORNIA DEPARTMENT OF FOOD 90 PERCENT. IT SHALL BE 7HE CONTRACTOR'S RESPONSIBILITY TO PLACE, p AND AGRICULTURE CER77F /CATION TAG ATTACHED TO, OR PRINTED ON SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH ®I �CLARl,�`�I SON OF RESPON8�C�l1 E CHA SAID CONTAINERS SPECIFICATIONS. �' � D C\ � N � � I� � THA � _ j NON -PHYTO -TOXIC WETTING AGENTS' MAYBE ADDED TO THE HYDRO - 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO !HEREBY DECLARE THAT ! AM THE ENGINEER OF WORK FOR 771!5 PROJECT, SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS 4. TYPE I MULCH APPLIED AT THE RATE OF NO LESS IRAN 2,000 L8S. PER OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTION TO THE CONTRACTOR DEFINED IN EXERCISED 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT ACRE TYPE 6 MULCH (S7PAW) MAY BE SUBSTITUTED, ALL OR PART, FOR TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT' 8Y THE ENGINEER 7F WORK. THE CIVIL ENGINEERS SIGNATURE ON THESE THE DESIGN IS CONSISTENT W177� CURRENT STANDARDS BE ANCHORED TD THE SLOPE BY MECHANICALLY PUNCHING NO LESS 7HAN EXPOSED OR EXCA VA77ON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO HYDRAULICALLY APPLIED FIBER MATERIAL_ WHEN 5IRAW IS USED !T MUST AND ORDERLY CONDITION ALL STONES, R007S AND OTHER WA57F MATTER OF PLANS DOES NOT WORK. APPROVAL OF ANY OF THESE NOTES AND 7HE CITY Q WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. !UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFlCA770N5 BY 509 OF THE STRAW INTO THE SOIL. BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND 5• FERTILIZER CONS1571AIG OF AMMONIUM PHOSPHA7E, 16 -20 -0, WITH 159' WITH TOP OF ALL SLOPES SHALL BE ROUNDED /N ACCORDANCE THE THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES MOT F 1. THE CON IRA CTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPOIVS18IL177ES FOR PROJECT SULFUR APPLIED AT THE RA IF OF 500 LBS PER ACRE GRADING ORDINANCE. z RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF DESIGN. 6. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING 5. ALL 7REES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL CONSIPUC770N OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND BY. BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S 17E BY THE g:Y _ TE r�E,7 c. ROUGHENING THE SURFACE TO BE PLANTED 8Y ANY OR A COMBINATION CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED PROPERTY,• THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT - --. __.ART RC 2620 - -` -----_ DA ------ OF TRACK WALKING SLOPES STEEPER THAN S: 1 OR RIPPING AREAS W17H A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM F. DAN RINEHART RCE 28204 APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE LLI <^ THAT WILL NOT BREAK UP BY TRACK WALKING. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC770N W/7N 77dE b. CONDITIONING THE SOILS SO THAT 1T !S SUITABLE FOR PLAN77NG 8) SOILS ENGINEER AND CITY ENGINEER PRIOR TO 171E DISPOSAL OF ANY PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING LIABILITY ARISING MY REGIS 770N - SUCH MA TERIAL. EXPIRES ON 3 -31 -98 /, NOT BED AND O THE ADD /TION AMENDMENTS F SJ /� IN FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL EARTH WORK OUANT'RES TO BE VERIFIED BY THE CONTRACTOR. PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE 1 3 CONTRACTOR SHALL BE RESPONSIBLE FOR L OCA T7NG, MAINTAINING AND /OR - T ` VIABLE COAlDI77ONS FOR GROW77 -1. y .f ° a E N 1V/ ➢ R O N M E N T A L DATA c EARTH W O Uy U) REMOVAL OF EXIS77NG UTLITIES ELI EI�II� I MUNICIPAL WATER DIST. FIRE DEPA.R � � � 3i -9g - 7. HYDROEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS CONTRACTOR SHALL REPAIR OR REPLACE ALL DESTROYED OR DAMAGED If '1 GROWTH UNTIL THE PROJECT /S PERMANENTLY LANDSCAPED OR, FOR 4 CO `� STEEPEST EXISTING NATURAL SLOPE 189 CUT= 1,400 C.Y. REVIEWED BY: REVIEWED BY. AREAS WHERE HYDROSEED/NG /S THE PERMANENT LANDSCAPING, UN77I_ �" SURFACE IMPROVEMENTS WITH LIKE IMPROVEMENTS OF EQUAL OR BETTER -•s MAXIMUM �ERTICAL DEP771 OF CUT 10' FILL = 700 C. Y. U EiP 3'�C'v _ MAXIMUM VERTICAL DEPTH OF FILL 8' EXPORT = 700 C. Y. (/ QUALITY. /� '` �S C OMPLETE N l 4 AVERAGE DEPTH OF CUT = 14OOY2715800 = 6.5' Li PROD T /S C - ct �� 9 g S -BUILT /8157agCOCi(SIfgr- 3 ` AVERAGE DEPTH OF FILL 700x2716800 = 2.75' ( f , ,�/ -l 99 SAN DIEC70 CA. 92!/0. y j ME DATE NAME DATE G VALID FOR TWO 2 YEARS R 4. HELMS, RCE G'raS98QRTE (<0(9) z97-8(o3Z Fn RY I D RAWN BY 1 BY A PPR01/ALS � CI7Y CAF E C�INITAS ENGINEERING DEPARTMENT DRAWING _NCB. W < REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK S CALE CO DEVELOPMENT FDR I FDR I FDR S- F3 ur< LIT " 5� 1d 3.(t r0f OF CURB A EASTERLY CURB RETURN AT PLANS PREPARED UNDER SUPERVISION OF RECO APNVEE GRADING PLAN FOR A10 R E NCI - r GDRNER OF MANCxES1ER AVENUE DATE : -Z'Z'� BY: �I�� ._ _ Y_ BY: _ _ :__ 9,31 - -G AND RRNCt - �© sAW rA F� RdAD H ©RIZON TAL / / ' � T HE C � I [� �1 � � PRESCHOOL X RECORD FROM IMPR. PLAN CO 490 Syr 2 BY �d((� K - _ R.C.E. NO.: 28204 2 Z - 6 E•LEVA770N 69.99 VERTICAL _ DATE:a�a' DATE: __ PART OF BLOCK 19, MAP 326 - - _ -- DAMM USC & GS DATE_: 2 "IZ -4g ENGINEER: F D. RINEFIART EXP. 3 -31 -98 WOR PROJECT NO. DR -96 -184 2232 ENCINITAS BOULEVARD SHEE i 1 OI 3 - •tante+rzmrenrznmmr aiiiiw:ewnu +imienee ALHAMBRA FOUNDRY Q O NQ '2 A -2010 Cl GRATE FOR PARKWAY R NCOCK HEUrI STf7EET R.C.r.2(o548 LlATE / A -2012 GRATE FOR TRAFFIC (/5 ` 0 t'6!9) 297 -8632 SAND . = O 0 2 " WEAKENS / O � PLANE JOINT .� o �� \ \\ \�� \ \\ � � •. / \ \\ �` TH O F T IJ SOHOO �3 ` 2 %M /N A CONT_ _ ' SLOPE AS REQUIRED SHOWN S ECTIONS �R Lp FILTER FABRIC �\ o \ 1Q a a EX PCC �, y� Z /4" CRUSHED ROCK /� ON PLAN 0 v b ➢ F : PIPE w � CE 26548 � PVC .IXP, 3-31-e= �' 4 "W PVC i PERFORA TED DRAIN VAR /ES �J 1� �� Q 0 ° `N PERF. PIPE 12' SEWER EASEMENT GROUT q2i OF C N SURFA ' VARIES SEE PLAN DRA /N \ TIGHT LINE PER CITY OF ENCINITAS " CURB AND GUTTER O ( ) \ - _ RESOLUTION No. 97 -56 8 t 71 WHERE SHOWN \_ NO SCALE 4 - -•--• / ° • • ' . QU /CKSET // E NOTE VAUL T C DRAIN PIP 4" PCC BASE SHOWN 'ON PLAN a g co) 0 P� 0.2' FALL DB -1212 „ SCARIFY TRENCH SIDES AFTER TRENCHING TO ELIMINA TE a THROUGH BOX 12 X 12 SEALING OF TRENCH FACE Cb ' C STREET VA CA 170N PER � 18" X88" PIPE BEDDING AND TRENCH BACKF /LL CITY OF ENCINITAS DRAIN BOX DETAIL (PVT.) OB -2424 FOR SUB -DRAIN (AND SURFACE DRAIN) (PVT.) RESOLUTION No. 97 - -56 7.7 FILED AS DOCUMENT No. 24" X 24" 1997- 0456076 40' EASEMENT FOR NO SCALE NO SCALE DATED SEPT. 17, 1997 3 ACCESS AND UTILITIES EXISTING BUl lNG PER DOCUMENT No. 1996 - 0593704 C®NSTRUCTOON NOTES DATED NOV. 22, 1996 TOP OF CURB ELEVATIONS ARE SHOWN AT THE INTERSECTION OF TANGENT SEGMENTS OF CURB RETURNS; TOP OF CURB ELEVATIONS ° o ° 1 o FOR THE RETURNS MUST BE CALCULATED, O ° o O J �� j °o� � ` - � ALL CURB RETURNS R =2' UNLESS NOTED,' ' �•ro 3:2 EX lGN W PCC , ,:, .� �G 5. W • • � PCC. 5. ' ,•`.� s 1 REMOVE EXISTING TREES 28 � 1.1 PROTECT EX /STING BUILDING 4 s° �= EX PCC D 9 QZ�q F5 Q ti `" moo` F r Oho qG �3� 1.2 PROTECT EX WATER METERS AND PRIVATE LINES _. d °� 0 1.3 BREAKL /NE EXISTING A/C 22 R.>WMm- _.v 9 6•• -._ A O ., s " N �No00 1.4 DELETED _ .._ ,. \ .__. - .._ _ �. E.... O .::...... 5 - - - - -- -- - - -- - -- 1.5 SAWCUT EXISTING PCC 4 .02' o m D . o . ' 8.339 2 8.339 1.6 REMOVE EXISTING BRIDGE WHERE REQUI EE ONST N 3.2 8 RED, S C OTE SAND `S� rn �o� SAN °� 0 1.7 UNDERGROUND EXISTING OVERHEAD POWER LINE (BY SOG&E) PROTECT OR REPLACE EX /STING MONUMENTS 75 AND 1 "? ` 5. y9 `� 1.9 SAND BAGS - SEDIMENT CONTROL DURING CONSTRUCTION O 1 5.43 , ,c 9 • "� F5 �• • � 5 =29 s� 03.45 FS 3 NAB • Te-- -j° 21 SAW -CUT AND REMOVE EXISTING POR D /W, C&G AND S /W,• WIDEN EX D/W 103.5 FS A/C cP� 8 PER G -26 AND INSTALL NEW S/W PER G -11; MATCH LOCATION AND {��Q4 ELEVATION OF EX C&G; CUT EX /STING A/C PVMT AT 1.5 OUTSIDE GUTTER; RECOMPAC7 SUB -BASE AND RE -PAVE WITH 5" AC OVER 6" CLASS 2 BASE TO MA TCH EXIS77NG A/C PA VEMENT r . 2. MA TCH EXISTING CURB, GUTTER AND SIDEWALK 14 C A U T 5 ®N 9 9 g 13 , , u 2T 27 ` s.s4 / �° 2 6 6 2 PROTECT EXISTING D/W C &G; REPLACE IF REQUIRED BURIED U77LITIES INCLUDING GAS, 33 7 O - S 1 / y 2��4)) FOR CURB RADIUS SEE ARCHITECTS DRAWINGS z 39 O\ 3 5 F 339 F h F / 2.5 CONSTRUCT CURB END PER DETAIL SHT 2 1 4 ELECT., AND TEL.; EXACT DEPTH 7 53 k ro 3 3.T I I M -4b'4 rc =.zoo 2 ? 1�• AND LOCATION UNKNOWN 4 e e �_ . 2 �o Q g S ° g 5 2 6 12 CURB PER ARCHITECTS DRAWINGS OF s F 1 2. CONSTRUCT CURB END PER DETAIL SHT 2 y� 59 0 0 �� g g ' 2hSAN� C 9 TG 1 �G <3j CONST PCC SIDEWALK PER ARCHITECTS DRAWINGS �' 11 5 b 5 1 J 7.1 O k6 73 g 311 CONST PCC PEDESTRIAN RAMP PER ARCHI7ECTS DRAWINGS; SLOPE SHALL O N N =1.309 0 ^A' NOT EXCEED 8.339 OR EXCEED A RISE OF 30" WITHOUT A LANDING; 3.2 CONST TRAFFIC BRIDGE PER DETAILS SHT 3 A/C 7? sz o r' s `� o o 3. CONST PEDESTRIAN BRIDGE PER DETAILS SHT 3 s T ° o 8 4 RELOCATE EX FIRE H YDRANT TO LOCATION SHOWN. EXTEND EXISTING PIPE Q s s o 5 h, � IN KIND, 1" WATER TO NEW LOCATION INSTALL PER W -10 p� 2 s_ \ 1 30q 7 4 �.. ea 1. 1 40 E 9.08 3 8. s `� h N 15'4 " E /•309, S= 05 - p5 �� INSTALL SERVICE AND METER PER SORSD W -1 V 0 INSTALL FIRE SERVICE (BY OTHERS) a , SINGLE E1V CL° ��e o w o rn 5 CONST A/C MAT OVER RECOMMENDED BASE AND SUB -BASE PER SOILS p \ 5 EX BUILDING EX A C y_ J � o �i ENGINEER'S RECOMMENDATION; MINIMUM OF 3" A/C OVER 6" CLASS 2 X A/C O F / O - ROAD BASE o � EX A/C ( 9 5.1 CONST A/C PARKING AREA FOR HANDICAP PARKING AND ACCESS; SLOPE NOT IIJ o - 1 � g5' O REY/SED GRATE �3 TO EXCEED 29 IN ANY DIREC77ON ° W LOCf}T/OrV 50 CONST PCC PAVING OVER RECOMMENDED BASE PER SOILS ENGINEER on T _1' STREET VACATION PER SEE RECIPROCAL E FOR MIN 6" PCC CLASS 560 -B -3250 WITH A MINIMUM "OR OF 600 CITY OF ENCINITAS V BUILDING CONSTRUCTION AND MAINTENANCE OF 50 WIDEN EXISTING PCC PAVING; CONST PCC PAVING OVER RECOMMENDED BASE a� z 3 RESOLUTION No. 97 -56 DRIVEWAY DATED SEPT. 13, 1996 O ^ PER SOILS ENGINEER, MIN 6" PCC CLASS 560 -B -3250 WITH A MINIMUM NJ a FILED AS DOCUMENT No. RECORDED Q ` 199 7- 04560 76 AS DOC No. - MOR OF 600 - - ---- Q 6 CONST TRASH ENCLOSURE PER ARCHITECTS DRAW /NGS T i o DATED SEPT. 17, 1997 ZO, O � ^ r N 7 INSTALL 18 DRAIN BOX AND PARK GRA TE PER DETAIL SHT 2 INSTALL 4" ASTM -3034 PVC PERFORATED DRAIN AND ROCK'f11,!MW.EJ2Ti Ti NN sop Z SHT 2 (PVT.) of p, i = INSTALL 4 "0 AsTv-.3ojfzvaa&wP1PE AT DEPTH AND GRADE SHOWN (PVT) 0 O �"J WTA E "0 ASTM -3034 ; ? ? FAI PIPE AT DEPTH AND GRADE SHOWN (PVT.) P� ' Jam\ INSTALL 8 ASTM- 3034VC DRAIN PIPE AT DEPTH AND GRADE SHOWN (PVT.) I 0' 10' 20' ALHAMBRA FOUNDRY I rk INSTALL NOS 5" MODULAR PRO L DRAIN W/ RED TRAFFIC CHANNEL W ° v A -2012 CAST IRON GRATE NOS 1212 EXTEND CHANNEL 3' UPSTREAM (. ' P 6PENING W/ TRAFF CHANNEL INSTALL BOX AND PARK GRATE WITH LESS THAN 1/2" OPENINGS AND TRAFFIC GRA 1E ADAPTER PER DETAILS T 1 I N 16 0 15 '40" E 290.08' 4 OR INSTALL O FIC GRATE PER DETA /L SHT 1 4" OR 6 "� ATRIUM " ND ROUND EXTEND PIPE TO SEAL THROUGH PCC CHANNEL WALL A7 0.5 ABOVE EX FL; QU /CKSET DB -2424 ' �� GRA TE NDS -75 80 CEMENT GRATE NDS -13/50 � Q � 18" X 18" VA UL T � / a 79 INSTALL 8" PCC SLEEVE THROUGH WALL AND /OR FOOTING FOR 6" DRAIN PIPE 5/ 7.10 INSTALL 18" DRAIN BOX AND PARK GRA TE PER DETAIL SHT 2 w P 0 7.11 711 INSTALL 12" SO DRAIN INLET PER DETAIL SHT 2 T.C. AS SHOWN 8 CONS? 8" BLOCK RETAINING WALL; "NORTH WALL" SEE 8.2, 8.3 8.4 AND z \ ON PLANS PROFILE SHT 3 Q� ' > 8.1 CONST KEYSTONE MINI UNIT WALL PER DETAIL SHT 3 INLET TYPE TO BE SPECIFIED „ 1.5 - 4 OR 6 RISER 8.2 CONST 8 " BLOCK WALL PER DETAIL SHT 3 BY LANDSCAPE ARCHITECT STANDARD 45 BEND 8.3 CONST 8" BLOCK WALL PER DETAIL SHT 3 0.42 POUR 4" CONCRETE- 41 8.4 CONST 8" BLOCK WALL PER DETAIL SHT 3 R =0.5' + BASE ® RRO &E$ V/ o S TANDARD CONS T 8" BL OCK WALL PER SORSD C -3, D WYE CO a 0 CO L . 9E� ! „� 4 OR 6 8 5 FOOTING SCHEDULE ONE FOOT HIGHER THAN ACTUAL WALL REINFORCING TO ACCOUNT FOR hw� yq� PVC PIPE -�, TRAFFIC SURCHARGE OR CMU FENCE ATOP WALL z E11{i FS / FL OF GUTTER g" P `�" �• FLOW " 7.10 c, � �- ,, 8.6 CONST 8 BLOCK WALL PER SORSD C -3 � /. lO REMOVE EXISTING SIGN WALL AS REQUIRED; PROVIDE NEW 6' TALL 24" SOUARE 25 OR PAVING N0.28204 „ C Enp 3� -� 8.7 CONST 8 BLOCK WALL PER SORSO C -5 PILASTER TO MATCH EX /STING AT OPPOSITE SIDE OF DRIVE DRAIN BOX DETAIL PVT. Q DETAIL - INLET RISER PVT. 8.8 CONST FOOTING OF ADJACENT WALLS WITH 2" SPACE BETWEEN FOOTINGS END OF CURB - DETAIL (PVT.) (PVT ���,��, �. ( PVT ) � � � 2.8 CONST 8" TYPE H CURE' PER SDRSD G -2 MODIFIED SEE DETAIL; MATCH EDGE OF °�,9 Q� SEE NOTE ON DETAIL 8.3 SHT 3 U7 PAN TO EDGE OF EXISTING PCC DRIVE SLAB NO SCALE NO SCALE (�� CR�� NO SCALE 09 INSTALL POWER POLE AND UNDERGROUND LINES (BY SDG&E) LiJ LJ Li 7. /2 INSTALL 8" TRENCH DRAIN WITH TRAFFIC GRATE,, ALHAMBRA A -2446 OR EQUAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNfTY DEVELOPMENT FDR FDR fDR APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W Q Q RE VISECURQ TOP OF CURB AT EASTERLY CURB RETURN AT I PLANS PREPARED UNDER SUPER VI ON OF RECOMMEN ED AP E GRADING PLAN FOR $ -BJ L CC• lc0e 3 •f . Q SOUTHEASTERLY CORNER OF MANCHESTER AVENUE A AND RANCHO SANTA FE ROAD HORIZONTAL 1 = 20 DATE ��"' BY: � BY: �- -- THE (3ffFTED - P - RFESCHOOL 4931 -G RECORD FROM IMPR. PLAN CG2490 SHT 215 BY ir R.C.E. NO.: 28204 ELEVA710N 69.99 VERTICAL DATE: 2 - 20'4 DATE: 71 '?' "9 PART OF BLOCK 19, MAP 326 DA7UM USC & GS DATE: ENGINEER: F. D. RINEHART 3 -31 -98 EXP. WORK PROJECT N0. OR -96 -184 2232 ENCINITAS BOULEVARD SHEET 2 0` 3 96228G12. DWG i`, t C R TA N I I \\ � � G W A L L/ B [D G FE D E T AL S INCONS7RUCr 2" DIA STEEL T ABO E CUR TWO lPE RAIL �f �f {NTERMEDIATE RAILS W THE CNFTED PRESCHOOL EXISTING BRIDGE PROPOSED BRIDGE 0.5' 20.00' n 12.00' SAWOUT AND REMOVE 0.33' CURB AS REQUIRED FOR BRIDGE EXPANSION #418" OC S 2 - # TOP 4 a # STIRRUPS AT 12" OC d 4 d a 4 ' 067' 4 a 2" CLEAR 1' 2.0' d p. a 4 4 a 2 -#6 BOT N NN ' #608" OC 0 0 rn WESTERLY 112" BITUMINOUS #¢ag" OC = p l > EXPANSION JOINT " f c - 3000 sr daOO , N�iu) #4r�18 OC 2 IN COINER OF REINF BAR FIELD o o° 3 FL OOR ED o W BUILDING. CONSTRUCT TOP = SEE BRIDGE F0077NG DETAIL THIS SHEET = � OF WALL AT LEAST 0.5 32 DETAIL — VEHICLE BRIDGE WIDENING 110 _ TW Q °�' °�' —110 BELOW EXISTING FF k KEYSTONE NO SCALE — SAME POINT FS W i g5, 5O MIN _..__ - _. TB TW — 100 — -°' °~—� ;100 ': e.a. _ EX GR Ex TW A PIPERAILS /HANDRAILS PER DETAIL ^ h O O r "1 \ ARCHITECTS DRAWINGS SHT 12104. PROIWDE ADD177ONAL HANDRAILS AT 93.2 FS DRAINAGE DITCH AS SHOWN ON PLAN 2.83' 10.00 ie.00 1e.00' 16.67' 16.97' 2200' 45.33 a. 1 KEYSTONE WALL NO SCALE ANCHOR PLATES.• PL 1103 x4" �d 4 0.5' W/ 2-6= #4 REIF BAR I ANCHOR POSTS AT VERTICAL POSTS, 6.0' OC MAX. ti NORTH RETA WALL PROFILE ANCHORS AT END OF TRAFFIC 5 d ' DECK ° 2 - #4 TOP NO SCALE BRIDGE CONS T NOTE 3.2 TO BE 0. d d 4 # S77RRUPS AT 12 OS ToF 10 LONG 0.83 d F BQT 2" CLEAR #4012" O f'c = 3000 psi (TYP) " OC REINF - ASTV A615, Gr 60 0 W 2" MIN COVER OF REINF BAR U SEE BRIDGE FOO ANG DETAIL THIS SHEET ToF ' s� 33 DETAIL — PEDESTRIAN BRIDGE zz U x Wa m m a - m NO SCALE m U O ° 3.4' 5.4' J al si �U� VEHICLE AND PEDESTRIAN W a TW BRIDGE DECK d a d a �p 24 ^ Oddp� m #40" OG a a " a a e a a a 4 d ggpp TOF °p m d p 4 m AShV C -90 GR "N" WITH FULL TYPE 3.4' - 5.4' J ^ 2 - #6 a "S" MORTARED JOINTS ; U 24" MIN OV£ AP 4 = U (1) v f c= 1800 psi SOLID GROUT. 0 o Q5 V k TW #7� 4" OC 2 #3 ®24" OC HORZ 4 g # ®2 OC ° . 0 U " EX LINED 12 c Q O ®24 OC HORZ (TYP) D/ TCH Z4' - 5.4' ° #3 ®24" OC HORZ ;� O � & DRAIN BOARD W m WATER PROOFING j ° d 24" MIN OVERL ° TW ° ?..; Q #524" OC j #7 ®24" C EARTH SIDE " , Oc DETAIL — BRIDGE FOOTING v 24 MIN OVERLAP ° �c WATER a • NO SCALE PROOFING p IDRA PROOFING LEA VE OUT &DRAIN BOARD (MIRA DRAIN) C LEA VE OUT BOARD LEAVE OUT m HEAD JOINTS HEAD JOIN 7S U HEAD 001N Ts ° GRADE FIL TER W/ 1� N GRADE \ " GRADE " I PERF10 D PIPE w FIL TER W/ 3 0 4j FIL TER W/ 3 o CLEAR (TYP) PERFORA TED PIPE PERFORA TED PIPE Q 1 _ 2" 7 ®24" OC " #8024" OC v p // }} . `` ^ g o p 4 4 -14 CONT ^ ^ d p 4 p 4 - #4 CONT 00, • 'i5'Ey ONGITUDINAL LONGITUDINAL # AS SHOWN 5 ®24" OC ..�.� AS SHOWN rU �I/9R /E5 Q,� b i p' • fiz--y Size 0 Z 1Z ' KEY � ��2 M //V �-�- � KEY 6 "x6" KEY f c = 2000 psl 8.4_ J DRoGK e i # . . ° ,o: W 12 REINF = ASTM A615, Gr 60 � 'f� Zg 2" GAP BETWEEN 4OC " L - -1 3 MIN COVER OF REINF BAR r�t•, 2 " FOOTINGS AT STAIRWAY ®2 l� POUR FOOTER AGAINST „g'¢" POUR FOOTER AGAINST ¢'6" POUR FOOTER AGAINST 70 " rp SEE CONST NO 7F 8.8 LJCQNC . �`w S� f'1 FICC- UNDISTURBED NA T'L SOIL UND/STURBED NA 71 SOIL UNDISTURBED NA T L SOIL F/EGb 7 * 7F -C1 $.2 8.3 8.4 COCA7'JOic! PERK /4S Ertl `F �� ` NORTH RETAINING WALL SECTION — 7'4" MAX NORTH RETAINING WALL SECTION — 11 MAX NORTH RETAINING WALL SECTION — 95'4" MAX (n NO SCALE NO SCALE NO SCALE ry V LJJ LL z a 0c DESIGNED BY I DRAWN QKPQ BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT FDR FDR FDR APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w Q e l Pe - TOP OF CURB A EAs7ERLY cuRB RErURN A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED / RETAINING WALL AND BRIDGE DETAILS FOR SOUTHEASTERLY CORNER OF MANCHES7ER AVENUE I AND RANCHO SANTA FE ROAD - - 4931 — G HORIZONTAL 1. - 20' DATE BY: BY: 0�n TG�� �����® �IF��C���I� RECORD FROM /MPR. PLAN cG2490 SHr 2/5 Ei£VA7701V 69.99 VERTICAL BY: R.C.E. NO.: DATE: DATE: 21 - 71 5 -1 5 DA7UM USC & GS ENGINEER: PART OF BLOCK 19, MAP 326 DATE' EXP. WORK PROJECT NO. DR -96 -184 2232 ENCINITAS BOULEVARD SHEET 3 OF 3 96228G13. DWG