PROJECT # 2021-XXXXX

14901 Granada driveCorpus Christie, Texas

DRP ENTERPRISES LLCDaniel PatneaudeMAILING ADDRESS:

PO BOX 4428PALM SPRINGS, CA 92263

206-734-7765

Joanne C. Singer RCE 26900760-625-7426

DRP ENTERPRISES LLCDaniel PatneaudeMAILING ADDRESS:PO BOX 4428PALM SPRINGS, CA 92263206-734-7765

LEGAL DESCRIPTION

SITE ADDRESS

NUECES COUNTYCITY OF CORPUS CHRISTI

lake padre village pudRETAINING WALL PLANS

NUECES COUNTY

CITY OF CORPUS CHRISTI

PLAT OFLAKE PADRE VILLAGE PUDBEING A REPLAT OF LOTS 1 & 2, BLOCK 4 OF THEPADRE ISLAND-CORPUS CHRISTI, SECTION E, SUBDIVISIONA MAP OF WHICH IS RECORDED IN VOLUME 38, PAGES 25-26OF THE MAP RECORDS OF NUECES COUNTY, TEXAS;

ENGINEER'S NOTES TO CONTRACTOR:

A CONSTRUCTION AN MATERIAS SA E IN ACCORANCE IT TE CITY O CORUSCRISTI CITY STANAR CONSTRUCTION SECIICATIONS AN IMROVEMENT STANARS EREINCONSISTENCIES EIST TE ATEST EITION SA TAE RECEENCE

UIC CONVENIENCE UIC SAETY AN TRAIC CONTRO SA E ROVIE INACCORANCE IT SECTIONS AN O TE STANAR CONSTRUCTION SECIICATIONSAN AS IRECTE Y TE CITY INSECTOR SAE VEICUAR AN EESTRIAN ACCESS SA EROVIE AT A TIMES URING CONSTRUCTION

TE CONSUTANT ENGINEER SA NOTIY TE CITY CONSTRUCTION OICE UONCOMETION O STAING AS AICAE

TE CONTRACTOR SA NOTIY TE CITY UIC ORS INSECTION OICE TO ORING AYS RIOR TO TE INTENTION TO COMMENCE OR TE CONTRACTOR SA NOTSTART ANY GRAING UNTI TE COUNTY COMETES A RECONSTRUCTION MEETING

TE COUNTY O NUECES IS A MEMER O TE UNERGROUN SERVICE AERT USA ONECA ROGRAM TE CONTRACTOR OR ANY SUCONTRACTOR OR TIS CONTRACT SA NOTIYMEMERS O USA TO ORING AYS IN AVANCE O ERORMING ANY ECAVATION OR YCAING TE TOREE NUMER: TOMAS ROTERS MA AGE INE

TE CONTRACTOR SA E RESONSIE OR TE ROTECTION O A EISTING SURVEYMONUMENTS OR MARERS ESTROYE URING CONSTRUCTION SA E REACE AT TECONTRACTOR'S EENSE

A SERVICE SEERS SA AVE OUR TO IVE EET O COVER AT TE ROERTYINE OR RIGTOAY UNESS OTERISE NOTE ON ANS

EROSION CONTRO MEASURES SA E IN ACCORANCE IT CITY O CORUS CRISTI CITYESIGN AN IMROVEMENT REUIREMENTS

TE CONTRACTOR SA NOTIY TE COUNTY INSECTOR I ECESS SOI IS ISOSEOSITE TE ISOSA O ECESS SOI SA NOT COMMENCE UNTI TE CITY INSECTOR ASVERIIE TAT TE EORT SITE IS NOT SUECT TO TE COUNTY GRAING ORINANCE NOR TEOOAIN ORINANCE

TE EISTENCE AN OCATION O ANY UNERGROUN IES OR STRUCTURES SON ONTESE ANS ERE OTAINE Y A SEARC O AVAIAE RECORS TESE OCATIONS AREAROIMATE AN SA E CONIRME IN TE IE Y TE CONTRACTOR SO TAT ANYNECESSARY AUSTMENT CAN E MAE IN AIGNMENT ANOR GRAE O TE ROOSEIMROVEMENT TE CONTRACTOR IS REUIRE TO TAE UE CAUTIONARY MEASURES TO ROTECTANY UTIITY INES SON AN ANY OTER UTIITY INES NOT SON OR A ART O TESEANS

CARE SOU E TAEN TO REVENT GRAE ITCES AN SAES ROM UNERMININGSTREET IMROVEMENTS UON INSECTION O TE SITES TE COUNTY ENGINEER MAY REUIRETEMORARY GUNITE SAES ENTERING OR EITING AN ITCES OR SAES

A AREAS SA SOE A MINIMUM O TO STREETS RIVE OR SAE UNESSOTERISE NOTE

UANTITIES SON ERE ARE OR AN CECING UROSES ONY CONTRACTOR ISREUIRE TO TAE IS ON UANTITIES AN TAEO

CONTRACTOR AGREES TAT E SA TAE SOE RESONSIIITY O TE ROECT SITECONITIONS URING TE COURSE O CONSTRUCTION O TIS ROECT INCUING SAETY O AERSONS AN ROERTY TAT TE REUIREMENTS SA E OOE CONTINUOUSY AN NOTE IMITE TO NORMA ORING OURS TE CONTRACTOR SA EEN INEMNIY AN OARMESS TE CITY O CORUS CRISTI CITY AN TE ENGINEER ROM ANY AN A IAIITYREA OR AEGE IN CONNECTION IT TE OR ON TIS ROECT ECETING OR IAIITYARISING ROM TE SOE NEGIGENCE O TE CITY O CORUS CRISTI CITY OR TE ENGINEER

CITY OF CORPUS CHRISTI CITY GENERAL NOTES:

1. ALL WORK IS TO BE INSTALLED IN ACCORDANCE WITH STANDARDS OF THE CITY OFCORPUS CHRISTI CITY. MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OFTHIS CONTRACT WILL CONFORM TO APPLICABLE CITY OF CORPUS CHRISTI CITY SUBDIVIONSREGULATIONS AND, STANDARD SPECIFICATIONS AND DETAILS.

2. FOR ALL REFERENCES TO THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT),THE CONTRACTOR SHALL SEE THEIR CURRENT STANDARD SPECIFICATIONS FORCONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES, WHICH IS ALSOLOCATED AT WWW.TXDOT.GOV.

3. ALL CONCRETE SHALL BE AS DETAILED ON THE PLAN SHEETS AND MEET MATERIALREQUIREMENTS OF TXDOT ITEM 421, "HYDRAULIC CEMENT CONCRETE".

4. ALL REINFORCING STEEL SHALL BE GRADE 60, MEET THE MATERIAL ANDCONSTRUCTION REQUIREMENTS OF TXDOT ITEM 440, "REINFORCING STEEL", AND BE LISTEDON THE TXDOT APPROVED LIST OF SUPPLIERS WHICH IS LOCATED AT WWW.TXDOT.GOV.

5. CONCRETE CURING SHALL BE WITH AN IMPERVIOUS MEMBRANE APPLICATION ANDSHALL MEET THE MATERIAL AND APPLICATION REQUIREMENTS OF THE CITY OF SANANOTNIO'S "MEMBRANE CURING" AND BE LISTED ON THE TXDOT APPROVED LIST OFSUPPLIERS WHICH IS LOCATED AT WWW.TXDOT.GOV. IN ADDITION TO THE CONTRACTORAPPLYING THE CURING COMPOUND THEY ARE TO INSTALL CONTRACTION/EXPANSION JOINTSON CONCRETE WORK.

6. ALL CONCRETE CONSTRUCTION AND FINISHING SHALL MEET THE REQUIREMENTS OFTXDOT ITEM 420 "CONCRETE STRUCTURES" FOR PUBLIC WORKS CONSTRUCTION.

A. CONCRETE CURB AND SIDEWALK - PROVIDE ONE (1) SET OF FOUR (4), SIX (6) INCHDIAMETER CYLINDERS PER EACH 500 LINEAR FEET OF CURB AND/OR SIDEWALK AND AT LEASTONE (1) SET PER DAY.

B. THE CONTRACTOR SHALL SUBMIT CONCRETE, WMAC, AND HMAC DESIGNS A MINIMUMOF 2 WEEKS PRIOR TO THE PLACEMENT OF THE MATERIAL.

12. SURFACE STRUCTURES SUCH AS MAILBOXES, STREET SIGNS, FENCES, DRIVEWAYS,SIDEWALKS, LANDSCAPING, CONCRETE ISLANDS, CURBS OR CONCRETE DRIVEWAYS, ETC.,VISIBLE AT THE TIME OF THE SURVEY ARE SHOWN ON THE PLANS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO SAFEGUARD AND MAINTAIN ANY AND ALL SURFACE STRUCTURES DURINGTHE COURSE OF WORK AND TO REPLACE OR REPAIR THOSE ITEMS WHICH ARE DAMAGED BYTHE CONTRACTOR WITH LIKE OR BETTER QUALITY AND SHALL BE RESPONSIBLE FORRESTORING TO ITS ORIGINAL OR BETTER CONDITION (NO SEPARATE PAY ITEM).

13. LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THE PLANS AREUNDERSTOOD TO BE APPROXIMATE. ACTUAL LOCATIONS MUST BE FIELD VERIFIED BY THECONTRACTOR AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES, PROTECT THEM DURINGCONSTRUCTION AND REPAIR ANY DAMAGE TO OTHER UTILITIES AT NO COST TO THE CITY OFCORPUS CHRISTI CITY.

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL SIGNS AND BARRICADESARE PROPERLY INSTALLED AND MAINTAINED. ALL LOCATIONS AND DISTANCES WILL BEDECIDED UPON IN THE FIELD BY THE CONTRACTOR, USING THE TEXAS MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES. THE CITY'S CONSTRUCTION INSPECTOR/TRAFFIC ENGINEERINGREPRESENTATIVE WILL ONLY BE RESPONSIBLE TO INSPECT BARRICADES AND SIGNS. IF INTHE OPINION OF THE TRAFFIC ENGINEERING REPRESENTATIVE/ CONSTRUCTION INSPECTOR,THE TRAFIC CONTROL DEVICES DO NOT CONFORM TO ESTABLISHED STANDARDS, AREINCORRECTLY PLACED OR INSUFFICIENT IN QUANTITY TO PROTECT THE TRAVELING GENERALPUBLIC, THE CONSTRUCTION INSPECTOR WILL HAVE THE OPTION OF STOPPING THEOPERATIONS UNTIL SUCH TIME AS THE CONDITIONS ARE CORRECTED AT NO EXPENSE TOTHE CITY OF CORPUS CHRISTI CITY.

15. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UNDERGROUND UTILITIES ANDOTHER UNDERGROUND STRUCTURES WHETHER SHOWN ON THE PLANS OR NOT.CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TOEXCAVATION.

CITY OF CORPUS CHRISTI CITY (210) 658-5364WATER AND SANITARY SEWER (210) 658-5365STORM DRAIN (210) 658-5364DIG TESS 1-800-344-8377TEXAS STATE WIDE ONE CALL LOCATORS 1-800-545-6005 OR 811COSA TRAFFIC SIGNAL OPERATIONS 210-207-7720CITY PUBLIC SERVICE (ELECTRIC AND GAS)TIME WARNER CABLEAT&TMCIVERIZON

16. CONCRETE CURB SHALL BE CONSTRUCTED WITH A MAXIMUM OF EIGHTY (80) FEETBETWEEN EXPANSION JOINTS AND MARKED AT TEN (10) FOOT INTERVALS WITH APPROVEDSTEEL MARKING TOOLS. EXPANSION JOINTS SHALL BE PLACED AT THE BEGINNING OF ALLRADII AND AT A MAXIMUM OF EIGHTY (80) FOOT INTERVALS AS DIRECTED BY THE ENGINEER.

17. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT (PUBLICWORKS DIRECTOR OR HIS AUTHORIZED REPRESENTATIVE AT 658-5364) PRIOR TO PLACINGBACKFILL OR CONCRETE AND PRIOR TO ANY TESTING. CONTRACTOR SHALL REQUESTINPECTIONS A MINIMUM OF 24 HOURS IN ADVANCE. NO INSPECTIONS ARE AVAILABLEBETWEEN 12:00 P.M. AND 1:00 P.M. OR AFTER 4:00 P.M. DAILY, ON WEEKENDS, OR ON CITYHOLIDAYS.

18. CONCRETE SIDEWALKS SHALL HAVE TOOLED WEAKENED PLANE JOINTS EVERY FOUR(4) FEET AND DOWELED EXPANSION JOINT WITH ONE QUARTER INCH (¼) BITUMASTICMATERIAL SEVENTY FIVE FEET (75) ON CENTER AND ABUTTING EXISTING STRUCTURES.

19. ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE CITY OF CORPUS CHRISTICITY ORDINANCES FOR PUBLIC WORKS CONSTRUCTION AND TXDOT ITEMS 5 AND 6.

20. CONTRACTOR SHALL INSTALL CURB FOR HANDICAP RAMPS AS SHOWN ON THE PLANSAND ADA STANDARD PLAN SHEETS.

21. ALL TRENCHES ARE TO BE BACKFILLED WITH FLOWABLE FILL FROM THE TOP OF THEBEDDING MATERIAL TO WITHIN TWO (2) INCHES OF THE FINISHED GRADE ALLOWING FOR THESURFACE HMAC/WMAC.

22. REMOVE EXISTING CURB ON ALL NEW DRIVEWAYS AND PLACE THE COMPLETEPAVEMENT THICKNESS WITH A MINIMUM OF FIVE (5) INCHES THICKNESS ON RESIDENTIAL ANDSIX (6) INCHES MINIMUM ON COMMERCIAL; DEPENDING ON TRAFFIC WEIGHT.

23. CONCRETE PLACED IN NEW DRIVEWAYS INCLUDING ALLEY'S SHALL MEET A MINIMUM3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.

24. EXCESS MATERIAL IS TO BE DISPOSED OF AS DIRECTED BY THE ENGINEER. NOEXCESS MATERIAL SHALL BE DUMPED OR ALLOWED TO ENTER ANY WATERWAY, CULVERT OROTHER DRAINAGE STRUCTURE. THE CONTRACTOR SHALL NOT PLACE ANY MATERIAL IN THE100-YEAR FLOODPLAIN WITHOUT OBTAINING AN APPROVED FLOOD PLAIN PERMIT.

GRADING NOTES:

A GRAING AN REATE IMROVEMENTS SA CONORM TO TEOOING AS ARORIATE:A UNIORM UIING COE ICC COES CURRENTY AOTE EITION STANAR SECIICATIONS OR UIC ORS CONSTRUCTIONGREEN OO EITIONC AMERICANS IT ISAIITIES ACT NES ERMIT A ROERTY CORNERS SA E CEARY EINEATE IN TE IE RIORTO COMMENCEMENT ANY CONSTRUCTION GRAING URING ROUG GRAING OERATIONS AN RIOR TO CONSTRUCTION OERMANENT RAINAGE STRUCTURES TEMORARY RAINAGE CONTROSOU E ROVIE TO REVENT ONING ATER AN AMAGE TOAACENT ROERTIES UST SA E CONTROE Y ATERING OR OTER AROVE METOS NO I SA E ACE ON EISTING GROUN UNTI TE GROUN ASEEN CEARE O EES ERIS TOSOI AN OTER EETERIOUSMATERIA MAIMUM CUT AN I SOE : STAIITY CACUATIONS IT A ACTOR O SAETY O AT EAST ONE ANIVE TENT SA E SUMITTE Y A SOIS ENGINEER TO TE UIINGAN SAETY EARTMENT OR CUT AN I SOES OVER ' IN VERTICAEIGT ROVIE ' IE Y ' IG ERM OR EUIVAENT AONG TE TO O ASOES ROVIE A RO ITC ESIGNE TO ANE YR STORM OSAONG TE TO O CUT SOES MINIMUM UIING A AN RAINAGE SAE SOE SA E I CUTOR I IS ESS TAN ' I CUT OR I IS GREATER TAN ' RAINAGESAES SA E A MINIMUM O ' EE AN E CONSTRUCTE A MINIMUMO ' ROM TE TO O CUT OR I SOES NO OSTRUCTION O OO ANS OR NATURA ATER COURSES SA EERMITTE A EISTING RAINAGE COURSES ON TE ROECT SITE MUST CONTINUE TOUNCTION ESECIAY URING STORM CONITIONS ROTECTIVEMEASURES AN TEMORARY RAINAGE ROVISIONS MUST E USE TOROTECT AOINING ROERTIES URING GRAING OERATIONS INIS GRAE SA E SOE AAY ROM A ETERIOR AS AT NOTESS TAN ER OOT OR A MINIMUM O ' EROSION CONTRO: A SOES REUIRE TO E ANTE SA EROVIE IT ROSEA ICE ANT OR EUA GROUN COVER AT ONCENTER SOES ECEEING ' IN VERTICA EIGT SA E ANTEIT AROVE TREES SACE NOT TO ECEE ' ON CENTER OR SRUSNOT TO ECEE ' OR A COMINATION O SRUS AN TREES NOT TOECEE ' IN AITION TO A GRASS MI OR GROUN COVER SOESECEEING ' IN VERTICA EIGT SA E ROVIE IT AN INGROUNIRRIGATION SYSTEM SOES EUA TO OR ESS TAN ' MAY E IRRIGATEY OSE I OCATE AT TE TO OR TOE O TE SOE SACE TO MAEUSE O A OSE NO ONGER TAN ' IN ENGT TE IRRIGATION SYSTEMSA E ROVIE IT AN ARORIATE ACO EVICE I STEE SOING TERRAIN OCCURS UON IC I IS TO E ACE ITMUST E CEARE EYE AN ENCE INTO IRM NATURA SOI OR USUORT REARATION SA E AROVE Y A SUITAY UAIIE ANREGISTERE ROESSIONA RIOR TO ACEMENT O I MATERIA A GRAING SA E ONE UNER TE SUERVISION O A COMETENTSOIS ENGINEER I REUIRE Y TE CITY O SA CERTIY TAT A IAS EEN ROERY ACE AN O SA SUMIT A INA COMACTION REORTOR A IS OVER ' EE INA COMACTION REORT I E REUIRE OR A IS GREATERTAN ' A SUITAY UAIIE AN REGISTERE ROESSIONA SA SUMIT TOTE UIING AN SAETY EARTMENT RITTEN CERTIICATION OCOMETION O ROUG GRAING IN ACCORANCE IT TE AROVEGRAING AN RIOR TO REUESTING INSECTION AN ISSUANCE O TEUIING ERMIT CERTIICATION SA INCUE INE GRAE EEVATIONAN OCATION O CUTI SOES A SUITAY UAIIE AN REGISTERE ROESSIONA SA SUMITCERTIICATION O UIING A EEVATION ERE SECIIC EEVATIONSARE REUIRE TE EEVATION IT RESECT TO MEAN SEA EVE SAE GIVEN I AN EEVATION IT RESECT TO AACENT GROUN SURACEIS REUIRE TE ACTUA ISTANCE AOVE TE AACENT GROUN SAE GIVEN TE CONTRACTOR SA NOTIY TE CITY UIING AN SAETYEARTMENT AT EAST OURS IN AVANCE O REUESTING INIS OTGRAE AN RAINAGE INSECTION TIS INSECTION MUST E AROVERIOR TO UIING ERMIT INA INSECTION OR EAC OT TE CONTRACTOR SA NOTIY UNERGROUN SAETY SERVICE AERT AT TO AYS EORE IG ASO CONTRACTOR SA NOTIYTE CITY O CORUS CRISTI CITY UIING AN SAETY EARTMENT AT EAST OURS IN AVANCE O REUESTING INIS OT GRAING AN RAINAGEINSECTION TIS INSECTION MUST E AROVE RIOR TO UIING ERMITINA INSECTION OR EAC OT CONSTRUCTION SIGNING IGTING AN ARRICAING SA E ROVIEON A ROECTS AS REUIRE Y TE CITY O CORUS CRISTI CITYUIING AN SAETY EARTMENT OR AS IRECTE Y TE CITYENGINEER AS A MINIMUM A CONSTRUCTION SIGNING IGTING ANARRICAING ON CITYONE ARCES OR UIC RIGTSOAY SA EIN ACCORANCE IT STATE O TEAS EARTMENT OTRANSORTATION MANUA O TRAIC CONTROS OR CONSTRUCTION ANMAINTENANCE OR ONES IN EECT URING TE TIME O TE OR EVIENCE O NES ERMIT INO I REUIRE SA E SUMITTETO UIING AN SAETY EARTMENT RIOR TO ISSUANCE O TE GRAINGERMIT

C S RCE

R ENTERRISES C MAIING ARESS:O O AM SRINGS CA

MISC SURVEY NOTES:

TE CITY O CORUS CRISTI AS ETERMINE TAT TE RECEIVING ATER ORSTORM ATER RUNO ROM TIS ROERTY IS TE AGUNA MARE TE TCE ASCASSIIE TE AUATIC IE USE OR TE AGUNA MARE AS ECETIONA ANOYSTER ATERS TE TCE AS CATEGORIE TE AGUNA MARE AS CONTACTRECREATIONA USE

ISTANCES ARE CACUATE AT SURACE AN TE ASIS O EARINGS IS A GSSURVEY CONUCTE IN TE TEAS COORINATE SYSTEM SOUT ONE IT ACOMINE SCAE ACTOR O

CONTOURS SON EREON ARE REERENCE TO TE NORT AMERICAN VERTICAATUM O NAV GEOI A REERENCE STATION A

Y GRAICA OTTING ONY TE SUECT SITE IES ITIN EMA OO ONEAE AN AREA ITIN TE CANCE OO AIN IT A ASE OO EEVATION O EET AS INICATE ON TE REIMINARY EMA OO ANE NO GCITY O CORUS CRISTI ATE OCTOER

SET CA ENOTES A SET AUMINUM SURVEY CA MARE RS UNESSOTERISE NOTE

N IR ENOTES A OUN IRON RO ITOUT CA OR MARINGS

RESET IR ENOTES A IRON RO ITOUT CA OR MARINGS OUNISTURE AN RESET

TE YAR REUIREMENTS SON ARE A REUIREMENT O TE UNIIE EVEOMENTCOE AN ARE SUECT TO CANGE AS TE ONING MAY CANGE

TERE MAY E IEINES OR OTER URIE UTIITIES EISTING TAT ARE NOTSON ON TIS MA NOTIY TE TEAS ONECA SYSTEM EORE ERORMINGANY ECAVATION ON TIS ROERTY

I ANY OT IS EVEOE IT RESIENTIA USES COMIANCE T TE UICOEN SACE REGUATIONS I E REUIRE URING TE UIING ERMIT ASE

OT IS A RIVATE ACCESS STREET AN EASEMENT AN IS ESIGNATE ANNONUIAE OT UC

TIS AT COMIES IT A REUIREMENTS AN CONITIONS O TE AROVEANNE UNIT EVEOMENT U AS AROVE Y ORINANCE NO

60' P

UB

LIC

R-O

-W

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

7.00

6.00

5.00

9.00

8.00

2WALL

1WALL

D-DSHT4

D-DSHT4

ZONE AEELEV. 8'

ZONE AEELEV. 9'

ST

A. 1

2+00

.00

ST

A. 1

2+50

.00

ST

A. 1

3+00

.00

ST

A. 1

3+50

.00

ST

A. 0+

25

STA. 10+00

A-A-

B-B-

C-C-

ST

A. 0.+

75S

TA

. 1+25

ST

A. 0+

00

STA. 10+50

STA. 11+00 STA. 11+50 STA. 12+008.85 TC8.35 FL9.15 TC

8.65 FL

8.95 TC8.45 FL

8.70 TC8.20 FL 8.10 TC

7.60 FL7.88 TC7.38 FL

7.65 TC7.15 FL

8.00 TC7.50FL

8.30 TC7.80 FL

8.40 TC7.95 FL

9.20 TC8.70 FL

9.22 TC8.72 FL

9.32 TC8.82 FL 9.28 TC

8.78 FL

9.20 TC8.70 FL

9.24 TC8.74 FL

8.60 FL

9.18 TC8.70 FL

9.28 TC8.78 FL

9.40 TC8.90 FL

9.20 TC8.70 FL

9.30TC8.80 FL

XXXXXX

8.25

8.25

9.20 TC8.70 FL

8.72 TC8.22 FL

9.20 TC8.70 FL

6.87 RIM-1.40' IE

8.26 RIM2.20' IE

9.09 RIM4.00' IE

9.20 RIM5.20 IE

CONSTRUCT RETAINING WALL PER SECTION VIEW SHOWN ON SHEET 3 OFTHIS PLAN SET. SEE WALL INFORMATION FOR LOCATION, HEIGHT, WALLLENGTH. ALL CONCRETE MATERIAL MUST BE PER PLAN. ALL REBAR MUST BEPER APPROVED PLANS AND CALCULATIONS. SEE SHEET 4 FOR RETAININGWALL ANALYSIS AND CALCULATIONS.

CONSTRUCT PCC STAIR CASE PER 2018 IBC CODE AND PER LOCAL CODES ANDREQUIREMENTS FROM LOWER BULKHEAD TO UPPER GRADE FOR ACCESS TOMOORING AREA.

CONSTRUCT TEMPORARY SHORING DURING CONSTRUCTION AND BACK FILLLOCATION AS SHOWN HERE. SEE GRADING PLANS FOR PRECISE ELEVATIONSOF FINAL BACK FILL ON APPROVED GRADING PLANS.

construction plan notes

1

2

3

AC ASPHALT CONCRETEANT PT ANGLE POINTBCR BEGIN CURB RETURNBW BACK OF SIDEWALKCL CENTERLINECOR CORNERCLF CHAIN LINK FENCECP CONTROL POINTCONC. CONCRETEECR END CURB RETURNEP EDGE OF PAVEMENTER EDGE OF ROADEW EDGE OF WALKFH FIRE HYDRANTFG FINISH GRADEFL FLOW LINEFND FOUND

ABBREVIATIONS: FS FINISH SURFACEGS GROUNDHC HANDICAPIFOW INSIDE FACE OF WALLINT INTERSECTIONINV INVERT ELEV. PIPELP LOW POINTSLT LIGHTMOC MIDDLE OF CURBOFOW OITSIDE FACE OF WALLPL PROPERTY LINEPI POINT OF INTERSECTIONPP POWER POLESMH SEWER MANHOLESDMH STORM DRAIN MANHOLETB TOP OF BERMTG TOP OF GRATETL TOP OF LIDTC TOP OF CURBTW TOP OF WALLP-WI POST/WROUGH IRON FENCE

NOTE:CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGETO STREETS AND SIDEWALKS DURING CONST. ANDAGREES TO REPAIR AND REPLACE ALL EXIS.IMPROVEMENTS DURING THE COURSE OF CONST.

Joanne C. Singer RCE 26900760-625-7426

DRP ENTERPRISES LLCDaniel PatneaudeMAILING ADDRESS:PO BOX 4428PALM SPRINGS, CA 92263206-734-7765

RETAINING OR LANDSCAPEBLOCK-SEE GRADING PLANS

PROPOSED DRAINAGE SWALE

PROPOSED BULKHEAD WALL

LEGEND:CENTERLINE

PROPERTY LINE

POWER POLE

GAS VALVE

SIGN

MISCELLANEOUS BOX

P.U.E. PUBLIC UTILITY EASEMENT

CHAIN LINK FENCE

WATER LINE

SEWER LINE

ELECTRICAL

GAS LINE

CABLE/TV/INTERNET

CURB LINE

WM

STORM DRAIN

EXISTING FIRE HYDRANT

PROPOSED WATER METER

PROPOSED SEWER MANHOLE

PROPOSED PRIVATE LIGHTING

WATER VALVE

SIDEWALK AREA

WALL NOTE:ALL RETAINING WALLS PCC CAST IN PLACECONSTRUCTION WITH SHORING. HEIGHT OF ANYWALL NOT TO EXCEED 6 FEET IN HEIGHT FROMTOP OF FOOTING TO TOP OF WALL CAP.

RWWALL

LEGEND:

RETAINING WALLS

WALL LEGEND - (N) NEW

heightWALL # length wall system type of block location

1 6'-0" 65' PCC BULKHEADCAST IN PLACE PCC

2 6'-0" 64' PCC BULKHEADCAST IN PLACE PCC

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE

EXISTING CONCRETE BULKHEAD 0

SCALE:

10' 20' 40'

1"=20'

Joanne C. Singer RCE 26900760-625-7426

DRP ENTERPRISES LLCDaniel PatneaudeMAILING ADDRESS:PO BOX 4428PALM SPRINGS, CA 92263206-734-7765