Carlos Francisco Cuadros Calderon. MEng Civil Engineering. Portfolio. A compilation of civil engineering projects from the Master's degree at University of Granada (Spain) and internships at Cazorla Town Council (Spain)

1. PORTFOLIO
CARLOS
CALDERON
Carlos Francisco Cuadros Calderón
07511 488 010
cuadroscalderon@gmail.com
https://www.linkedin.com/in/carlos-cuadros-calderon

2. SUMMARY
WORK EXPERIENCE
Ÿ Civil Parish land laws application mapping............................................................
Ÿ Civil Parish Fire Emergency Plan...........................................................................
Ÿ On site landslip stabilisation and regeneration project tracking.............................
UNIVERSITY PROJECTS
Ÿ Underground car park viability study......................................................................
Ÿ Water supply, water distribution and wastewater collection systems.....................
Ÿ Residential building structural design.....................................................................
Ÿ Underground water tank structural design.............................................................
Ÿ Street lighting project..............................................................................................
Ÿ Proposal for the improvement of a marina-fishing port and its surroundings.........
Ÿ Urban logistics research.........................................................................................
..
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3. Took place at:
Team of:
Department:
Internship placement:
Project time span:
CazorlaTown Council
1
Building works and urbanism
department
1
1 month
CIVIL PARISH
LAND LAWS APPLICATION
MAPPING
This work consisted of the
identification and mapping of the land
laws' application throughout Cazorla
Civil Parish (Jaén -Spain-).
The represented zones were those
classified followed the autonomous
region’s legislation, and those affected
by easements and land use restrictions
due to infrastructures, rivers and so on.
Basically, this tool provides useful
information when somebody intends to
perform any kind of intervention in the
area, from building a new house to
creating a new track to reach a farm, so
that it is easily recognised what the
restrictions are and the licences needed.
The digital file also offers the
possibility to switch on or off the different
areas in case you may want to have a
clearer view. Moreover, it is
accompanied by an additional document
which schematises the most relevant
information.
485000,000000
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490000,000000
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500000,000000
500000,000000
505000,000000
505000,000000
510000,000000
510000,000000
515000,000000
515000,000000
520000,000000
520000,000000
4185000,000000
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4190000,000000
4190000,000000
4195000,000000
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4205000,000000
2°45'0"W
2°45'0"W
2°50'0"W
2°50'0"W
2°55'0"W
2°55'0"W
3°0'0"W
3°0'0"W
3°5'0"W
3°5'0"W
3°10'0"W
3°10'0"W
38°0'0"N 38°0'0"N
37°55'0"N 37°55'0"N
37°50'0"N 37°50'0"N
Municipio de Cazorla
CLASIFICACIÓN DEL SUELO SEGÚN LA LEY DE ORDENACIÓN URBANÍSTICA DE ANDALUCÍA
PLANO CLASIFICACIÓN DEL SUELO SEGÚN LA LOUA
ÁMBITO MUNICIPIO DE CAZORLA (JAÉN)
FECHA REALIZACIÓN Agosto 2014
FORMATO DE PAPEL DIN A0
ESCALA 1 : 35.000
«
Coordinate System: ETRS 1989 UTM Zone 30N
Projection: Transverse Mercator
Datum: ETRS 1989
False Easting: 500.000,0000
False Northing: 0,0000
Central Meridian: -3,0000
Scale Factor: 0,9996
Latitude Of Origin: 0,0000
Units: Meter
0 1 2 3 4 50,5
Km
LEYENDA
Límite_Municipio
Suelo Urbano Suelo Urbanizable
Suelo No Urbanizable
Suelo Urbano según propuesta del PGOU (no aprobado) Suelo Urbanizable según propuesta del PGOU (no aprobado)
De especial protección por legislación específica
De carácter natural o ruralDominio Público Viario
Dominio Público Hidráulico
Vías Pecuarias
BIC
Yacimientos Arqueológicos
Red Natura 2000
De especial protección por planificación territorial o urbanística De carácter natural o rural
PEPMF Jaén
PORN Jaén
PGOU (no aprobado)
Hábitat Rural Diseminado
Hábitat Rural Diseminado
3

4. Took place at:
Team of:
Department:
Internship placement:
Project time span:
CazorlaTown Council
2
Building works and urbanism
department
2
1 month
CIVIL PARISH
FIRE EMERGENCY
PLAN
I was responsible, along with a
topographer, for the development of the
official Cazorla Civil Parish Fire
Emergency Plan (Cazorla -Spain-).
The purpose of it is to provide all the
information and procedures to follow in
case of a fire emergency at any point of
the territory administrated by the council.
The major difficulties fell on getting
input from official and reliable sources,
and processing such data according to
new regulations and standardisation.
Additionally, accurate output was
essential as the readability of both maps
and tables needed to be as clear as
possible due to the importance of such
documents at emergency moments.
The plan was approved straight away
by the county government and its period
of validity is from 2015 to 2019.
%
%
%
%
%%
%
%
%
%
%%%
?@
?@
?@
?@
9
9
99T 1
T 2
T 3
T 4
T 5
T 6
T 7
T 8
T 9
T 10
T11
T 12T 13
RíoGuadalquivir
Río
Guadalquivir
RíoG
uadalq
uivir
Río
Gua
da
lquivir
Río
Guadalquivir
Río
Guadalquivir
Río
Guadalquivir
Río
Guadalquivir
R
ío
de
C
az
or
la
Río
de
C
azo
rla
Rí
o de
Cazo
rla
RíodeCazorla
R
ío de Cazorla
R
ío
de
C azorla
RíodeCazorla
RíodeCazorla
Río
de
Cazorla
E 4
D 1
B 1
B 2
B 3
B 4
B 5
B 6B 7
B 8
B 9
B 10
B11
B 12
B 13
B 15
B 16
B 17
B 18
B 19
B 20
Navahondona/Banderin
1
2
C.R
16
C.R26
C.R12
C.R6
C.R18
C.R17
C.R19
C.R15
C.R7
C.R
1
C.R
21
C.R 5
C.R 28
C.R
14
C.R 23
C.R
22
C.R
8
C
.R
27
C.R 25
C.R
4
C.R
11
C
.R
20
C.R
10
C.R 29
C.R 2
C.R24
C.R 3
P
F
2
77
PF 278
PF279
JF-7093
JA-8106
JA-7104
JA-6108
A-620
4
A-315
A-620
7
A-319
A-322
Úbeda
Torreperogil
Santo
Tomé
Chilluévar
La Iruela
Peal de
Becerro
Quesada
1
2
1
2
3
4
1
2
3
4
484.000
484.000
488.000
488.000
492.000
492.000
496.000
496.000
500.000
500.000
4.194.000
4.194.000
4.196.000
4.196.000
4.198.000
4.198.000
4.200.000
4.200.000
4.202.000
4.202.000
4.204.000
4.204.000
4.206.000
4.206.000
EXCELENTISIMO
AYUNTAMIENTO
DE
C A Z O R L A
Proyecto:
Plan Local de Emergencaias por Incendios Forestales
Plano:
Puntos Interés
F. Javier Tallante Martinez. Arquitecto
Escala:
Fecha:
1:24.000 1/3
m 0 0,5 1 1,5 20,25
Kilometros
Centros de confinamiento
1, Albergue de Cazorla
2, Pabellon Municipal Cazorla
Ríos
guadalquivir
guadalentin
Cerezuelo
Tomas de agua
% T 1, Poligono Industrial
% T 10, S5 (Sector desarrollado)
% T 11, S5 (Sector desarrollado)
% T 12, S5 (Sector desarrollado)
% T 13, S5 (Sector desarrollado)
% T 2, Salida Cazorla-Peal de Becerro (Las harinillas)
% T 3, Salida Cazorla-S.Tome (Piensos Bermejo)
% T 4, UE-5 (Unidades de ejecución)
% T 5, UE-1 (Unidades de ejecución)
% T 6, UE-1 (Unidades de ejecución)
% T 7, S5 (Sector desarrollado)
% T 8, S5 (Sector desarrollado)
% T 9, S5 (Sector desarrollado)
Embalses
E 1, Embalse Cerrada Utrero
E 2, Embalse de la Bolera
E 3, Laguna de Valdeazores
E 4, Embalse Puente de la Cerrada
Depositos
D 1, Piscina Riogazas
D 2, Deposito Empalme del Valle
D 3, Algibe Almiceran
D 4, Deposito Vadillo
D 5, Piscina Linarejos
D 6, Piscina Vadillo
D 7, Alberca Navas de San Pedro
Balsas
B 1, Cabeza Rey
B 2, Casas Estepa
B 3, La Pajarica
B 4, C.Regantes El Molar
B 5, Piscina Municipal
B 6, Los angulos (CR Cristo C) 1
B 7, Los angulos (CR Cristo C) 2
B 8, Vado Cortijo
B 9, Balsa Almedina
B 10, Balsa Camino Viejo Quesada
B 11, Balsa Cortijo jamilero
B 12, C.R Cortijo del vado
B 13, Cortijo del Vado
B 14, Cortijo del Vado
B 15, Encima Cortijo de los alcachofares
B 16, Cerro de Judas
B 17, Jamilero
B 18, Jamilero
B 19, Loma del Quintanar ( Cortijo las Albercas )
B 20, Cortijo de la Pajarita
Pistas de aterrizaje helicopteros
1, Campo de futbol
2, Recinto Ferial
3, Vadillo Castril
Centro Sanitario
centro sanitario
Red de Carreteras
MATRICULA, DENOMINACIÓN
JF-7094, De JF-7091 a P. del Adelantado
A-315, De Torreperogil a Baza por Pozo Alcón
A-319, De Peal de Becerro a Hornos por Cazorla
A-322, De Jódar a Cazorla
A-6204, De Villacarrillo a Cazorla
A-6207, De Peal de Becerro a Santo Tomé
JA-6108, JA-6108 - Puente de la Cerrada a Santo Tome
JA-7104, JA-7104 - Acceso a El Molar
JA-8106, JA-8106 - Acceso a la Iruela
JF-7091, de JV-7014 a JZ-1
JF-7092, carretera longitudinal
JF-7093, de La Iruela a Pozo Alcón
JF-7096, de JF-7091 a JZ-12
JF-7097, De JF-7091 a Valdetrillo
JF-7098, camino forestal
Pistas Forestales
PF 212, Camino Majallena
PF 241, Camino La Cabrilla
PF 242, Camino Nava del Espino - Fuente de la Umbría
PF 244, Camino Barranco Guadalentín
PF 245, Camino Vado de las Carretas - Puntal de Ana María
PF 246, Camino Lancha del Almicerao
PF 247, Camino del Poyo de la Mesa
PF 248, Camino Nava del Espino-Torrillo del Guday
PF 249, Camino la Medianega
PF 250, Camino Juan Cubierta
PF 251, Camino Caida a la Canaliega
PF 254, Camino Collado Verde
PF 255, Cuerda de los Vaquerizos
PF 256, Cuesta del Bazan
PF 257, Camino Morra del Pinar
PF 258, Camino Laguna de Valdeozores
PF 259, Camino Los Arenales
PF 260, Camino Majal de la Carrasca
PF 262, Camino Tía Plageda
PF 263, Camino Cortijo Las Locas
PF 264, Camino Casita de Venato
PF 265, Camino Coto del Valle a la Rajona
PF 266, Camino Poyo Nicolás
PF 267, Camino Puente Las Herrerias - Pino Las Cruces
PF 268, Camino Arroyo La Mesa
PF 269, Camino del Collado del Escaramujal
PF 270, Camino Los Habares
PF 271, Camino Majada Las Vacas
PF 277, Camino Siete Fuentes a Pico del Águila
PF 278, Camino Cerro de la Arcuza
PF 279, Camino Montesión
PF 280, Camino Los Rasos - Laguna Cazorla
PF 281, Camino Hazas de Román
PF 283, Camino Carrillo la Vieja a Gilillo
PF 284, Camino Arroyo de los Cierzos
PF 287, Camino Sacejo - Laguna de la Iruela
PF 288, Camino Arroyo Maillar - Calerón
PF 289, Camino Umbría Arroyo Maillar
PF 293, Camino La Cabrilla
Red eléctrica
Red electrica
Caminos Rurales
C.R 1, Camino del Cortijo del Alamillo
C.R 10, Camino del Cortijo de Oratorio
C.R 11, Camino de la Coscoja al Camino de Timoteo
C.R 12, Camino desde la Cruz del Cerro hasta el Polígono Industrial
C.R 14, Camino de La Almedina a Cortijo de la Solana
C.R 15, Camino de La Almedina a Los Peralejos
C.R 16, Camino del Cortijo de la Solana
C.R 17, Camino desde la A-319 hasta el Cortijo de la Cruz
C.R 18, Camino desde el Cortijo de la Cruz hasta los Ramblizos
C.R 19, Camino de Los Nerios a Cañada Real de Peal de Becerro a Santo Tomé
C.R 2, Camino del Cortijo de Timoteo
C.R 20, Camino de Llanos del Ciego a Camino de Arroyo Salado
C.R 21, Camino de Arroyo Salado a Alcachofares
C.R 22, Camino de Llanos del Ciego a Cortijo Blanco
C.R 23, Camino de los Risueños
C.R 24, Camino del Cortijo de Niño Alfonso a las Albercas
C.R 25, Camino desde la Carretera JA-6108 a las Albahacas
C.R 26, Camino del Cordel de Vado Palomo al Molar hasta las Arcas
C.R 27, Camino Estrecho
C.R 28, Camino de Montesión
C.R 29, Camino de San Blas
C.R 3, Camino de los Fruteros
C.R 4, Camino de Arroyo Salado
C.R 5, Senda de La Mojonera
C.R 6, Camino desde el Camino del Cortijo de Timoteo a la Carretera Vieja de Peal de Becerro
C.R 7, Camino desde el Camino del Cortijo de Timoteo a Los Peralejos
C.R 8, Camino de Coto Barrutia
Peal de Becerro
Patrimonios Históricos
?@ 1, Castillo de la Yedra
?@ 2, Centro Histórico
?@ 3, Castillo de las Cinco Esquinas
?@ 4, Palacio de las Cadenas
Industrias
9 1, Aceites Cazorla Sociedad Cooperativa
9 2, Embutidos Tomas Navarro
9 3, Embutidos Carrasco
9 4, Embutidos Navarro
La Iruela
Castril
Peal de Becerro
Santiago-Pontones
Quesada
I 9
I 8
I 7
I 6
I 5
I 4
I 3
I 2
I 1
I 80
I 78
I 79
I 77
I 76
I 75
I 74
I 59
I 58
I 57
I 56
I 55
I 54
I 47
I 46
I 45
I 33
I 29
I 26
I 25
I 24I 23
I 22
I 21
I 20I 19I 18
I 17I 16
I 15
I 14
I 13
I 12I 11
I 10
I 81
502.000
502.000
505.000
505.000
508.000
508.000
511.000
511.000
514.000
514.000
517.000
517.000
520.000
520.000
4.190.000
4.190.000
4.192.000
4.192.000
4.194.000
4.194.000
4.196.000
4.196.000
4.198.000
4.198.000
4.200.000
4.200.000
4.202.000
4.202.000
Usos del suelo
Cultivos herbáceos con arbolado de quecíneas
Formaciones arboladas densas
Formaciones de matorral denso con arbolado
Formaciones de matorral disperso con arbolado
Formaciones de pastizal con arbolado
Matorral sin arbolado
Otros
Pastizales no arbolados
Suelo desnudo
Talas y plantaciones forestales recientes
Zonas húmedas y superficies de agua continentales
Zonas industriales y comerciales e infraestructuras técnicas
Zonas mineras, vertederos y áreas de construcción
Zonas urbanas
Áreas agrícolas homogéneas en secano
Cortafuegos
Masa Forestal Monte Navahondona
Inventario nucleo, instalaciones...
I 80, Cortijo Manuel Ruiz
I 1, Casa Forestal Fuente Acero
I 10, Area Rec-kiosko Pte. Herrería
I 11, Kiosko Cerrada de Utrero
I 12, Punto Informacion Cerrada Utrero
I 13, Vadillo
I 14, Puesto Vigilancia Banderin
I 15, Teinada Arroyo Millar
I 16, CF Hotel Fuente del Oso
I 17, Roturación Fte. Del Oso
I 18, Area rec-kiosko Empalme Valle
I 19, Roturación Rincón Avellanar
I 2, Control Rambla Seca
I 20, Roturación CF- Fuente Fresca
I 21, Roturación Castellones Abajo
I 22, Roturación Cortijo de los Locos
I 23, CF Los Chorrillos
I 24, Roturación Castellones Arriba
I 25, CF Central Elec del Utrero
I 26, Roturación Molino Anica
I 29, Mirador Pto. Palomas
I 3, Kiosko- Roturación Nava San Pedro
I 33, Hotel Rural Sacejo
I 4, C.Forestal Nava San Pedro
I 45, Cortijo de la Canalilla
I 46, Cortijo Poyo Trivaldo
I 47, Cortijo Vado Carretas
I 5, C.F los Collados
I 54, Cortijos Nava San Pedro
I 55, Camping-caballos Pte. Herreria
I 56, Casa Caleron
I 57, Parador Nac El adelantado
I 58, Hotel Coto del Valle
I 59, Aldea Vado Ancho
I 6, Area recreativa Linarejos
I 7, Mirador Estrecho Perales
I 74, Roturación Cortijo Abajo (Nava de San Pedro)
I 75, Centro de Rec. del Quebrantahuesos
I 76, Puesto de Vigilancia Poyos de la Mesa
I 77, Roturación de Venato
I 78, Roturación Los Cortijillos de Vadillo
I 79, Área recreativa Fuente de la Garganta
I 8, Mirador Poyo Manquillo
I 9, Mirador Poyo de la Mesa
EXCELENTISIMO
AYUNTAMIENTO
DE
C A Z O R L A
Proyecto:
Plan Local de Emergencaias por Incendios Forestales
Plano:
Vegetación, Cortafuegos e Instalaciones obligadas
a tener un plan de autoprotección
F. Javier Tallante Martinez. Arquitecto
Escala:
Fecha:
1:24.000 3/3
m 0 0,5 1 1,5 20,25
Kilometros
Vigencia del Plan: 2015/2019
SI Total
MUNICIPIOS
LIMÍTROFES:
NORTE: SANTO TOMÉ, CHILLUÉVAR, LA IRUELA, SANTIAGO PONTONES
SUR: PEAL DE BECERRO, QUESADA, POZO ALCÓN
ESTE: PROVINCIA DE GRANADA
OESTE: ÚBEDA, TORREPEROGIL
PLAN LOCAL DE EMERGENCIA POR INCENDIOS FORESTALES
1. ÁMBITO TERRITORIAL
MUNICIPIO: CAZORLA PROVINCIA: JAÉN
ESPACIO NATURAL
PROTEGIDO:
ENP: PARQUE NATURAL DE CAZORLA, SEGURA YLAS VILLAS
LONGITUD KM
5.0
21.3
7.9
2.5
9.1
7.6
1.0
0.2
Carretera convencional:
red provincial de Jaén
DENOMINACIÓN COMPETENCIA (*) TIPO (**)
Autonómica
Carretera convencional:
red complementaria de Jaén
JA-6108
de Puente de la Cerrada a Santo Tomé
Diputación
Carretera convencional:
red provincial de Jaén
Autonómica
Carretera convencional:
red complementaria de Jaén
JA-7104
acceso a El Molar
Diputación
Carretera convencional:
red provincial de Jaén
A-319
de Peal de Becerro a Hornos por Cazorla
Autonómica
Carretera convencional:
red autonómica intercomarcal
A-322
de Jódar a Cazorla
Autonómica
Carretera convencional:
red autonómica intercomarcal
A-6204
de Villacarrillo a Cazorla
A-6207
de Peal de Becerro a Santo Tomé
A-315
de Torreperogil a Baza por Pozo Alcón
Autonómica
Carretera convencional:
red autonómica intercomarcal
JA-8106
acceso a La Iruela
Diputación
2.2. VÍAS DE COMUNICACIÓN: CARRETERAS / FERROCARRILES QUE RECORREN EL MUNICIPIO Ubicar en mapa, escala
mínima 1:25.000.
MUNICIPIO CAZORLA
4

5. Took place at:
Team of:
Department:
Internship placement:
Project time span:
CazorlaTown Council
+9
Building works and urbanism
department
2
1 month
ON SITE
LANDSLIP STABILISATION
AND
REGENERATION PROJECT
TRACKING
This project had a triple aim: applying
measures to slow down a rotational
landslide, environmental recovery of the
area, and providing new spaces to
home a possible future adventure park.
The site’s background is determined
by, on the one hand, environmental
decline, largely terrain desertification
after being a national quad bike circuit,
and on the other hand, a discovered big
rotational landslide which had started
causing some issues on the roads
nearby.
I took part in the on-site tracking of the
works which focussed on stopping the
erosion through building gabions walls,
driving the rain and ground water back to
their natural reinforced riverbed and
planting trees.Additionally, new terraces
were made which both helped to
stabilise the landslide and provided
great opportunities for future uses.
5

6. Took place at:
Team of:
Subject name:
Academic year:
Project time span:
University of Granada
6
Organisation and management
of projects and construction sites
5
3 months
UNDERGROUND
CAR PARK
VIABILITY STUDY
The objective of this project was to
define whether an underground car park
located in Granada was profitable or not
to build on.
The methodology followed consisted
of analysing the amount of car parking
space required in the area served. After
that, several proposed designs were
evaluated concluding the returning
inversion period under a paid parking
basis.
Among the main tasks carried out, the
following are worthy of mention:
- Socioeconomic, demographic,
urban, topographic and transport
analysis.
- Drafting different alternatives
considering best use of the available
space, structures needed, safety and
usefulness.
- Economic assessment.
Alternativa tipo s-1 Alternativa tipo s-2 Diseño final
PRESUPUESTO DE EJECUCIÓN MATERIAL 6.175.113,49 € 5.155.931,73 € 5.442.527,76 €
GASTOS GENERALES (13% s/P.E.M.) 802.764,75 € 670.271,13 € 707.528,61 €
BENEFICIO INDUSTRIAL (6% s/P.E.M.) 370.506,81 € 309.355,90 € 326.551,67 €
TOTAL 7.348.385,05 € 6.135.558,76 € 6.476.608,04 €
I.V.A. (21% s/TOTAL) 1.543.160,861 € 1.288.467,34 € 1.360.087,69 €
PRESUPUESTO DE EJECUCIÓN POR CONTRATA 8.891.545,91 € 7.424.026,10 € 7.836.695,72 €
PROYECTO Y DIRECCIÓN DE OBRA (5% s/P.E.C.) 444.577,29 € 371.201,31 € 391.834,79 €
COSTE DE LICENCIAS DE OBRA (1% s/P.E.M.) 61.751,13 € 51.559,32 € 54.425,28 €
INVERSION TOTAL 9.397.874,34 € 7.846.786,72 € 8.282.955,79 €
COSTE POR PLAZA 16.010 € 15.032,16 € 15.867,73 €
6

7. Took place at:
Team of:
Subject name:
Academic year:
Project time span:
University of Lisbon
4
Sanitation engineering and the
environment
4
3 months
WATER SUPPLY,
WATER DISTRIBUTION &
WASTEWATER COLLECTION
SYSTEMS
The project consisted of three different
parts:
The first one, the design of the supply
system from the source to the
consuming areas, considering different
alternatives regarding the topography
and assessing the economic investment
and exploitation.
In the second one, a distribution
network within a new urbanised area
was drafted where it was essential to
ensure the minimum service pressure in
all points and the water diversions in
case of breakdowns.
The last part includes the design of
both the wastewater and rainwater
collectors, taking into account the
performance, safety and economic
costs.
E2
(63,8m)
E3
(59,5m)
E4
(48,7m)
E5
(25,4m)
I5
(43,5m)
I4
(47,8m)
I3
(47,5m)
I2
(52,4m)
I1
(61,8m)
M1
(43,3m)
M2
(27,5m)
I12
(14,2m)
E9
(10,7m)
I11
(17,7m)
E7
(23m)
I10
(16,8m)
E8
(12m)
I9
(5,7m)
I8
(16,5m)
I7
(23,5m)
I6
(29m)
E6
(34,5m)
Mc5
Mc4
Mc8
Mc6
Mc3
Mc7
Mc9
Mc2
Mc10
Mc1
Mc11
ëRP3
VRP2
VR
P1
PĈ
t2
t22
t23
t21
t16
t14
t19
t15
t17
t18
t20
t3
t4
t6
t5
t7
t8
t9
t10
t11
t12
t13
t24
a1
c2
C3
A3
a2
a4
A5
A6
B5
b2b1
b3
d17
D18D15
d14
C5
c4
c1
d1 D3
d2
D5
d4
d6
D7
d8D9
d10 D11
D13
d12
Fim (à estação
de tratamento)
B4
D16
c1.1
c1.2
c1.3
c1.4
c1.5
c1.6
c3.1
c3.2
c3.3 c3.4
c3.5
c3.6
c4.1
c5.1
D16.1
D16.2
CAIXAS
COTAS
Designação
Terreno
(m)
(mm)
(m/m)
(m)
(m)
Declives
Diâmetros
DISTÂNCIAS
Profundidade da Soleira
Soleira
Perfis
Caixas
Origem
C1
62.200.00
46.35
46.35
60.551.65
C1.1 C1.2 C1.3 C1.4 C1.5 C3.1 C3.2 C3.3 C3.4 C3.5 C3.6 C5 C5.1 D16 D16.1 D16.2 D18 B5 B5.1 A6
61.2046.3559.551.65
58.5099.5156.851.65
57.00137.8755.351.65
55.10176.8253.451.65
52.80209.2451.151.65
52.30219.0450.651.65
49.70275.6748.051.65
47.50320.9643.404.10
41.00345.8638.612.39
36.80374.2333.493.31
30.90401.1329.501.40
28.80424.5322.322.06
23.80453.3918.805.00
17.10504.8815.431.67
15.80536.2614.091.71
13.30569.3911.571.73
8.80622.867.111.69
5.90671.504.221.68
5.40725.413.71.70
3.90761.032.221.68
280
0.022
53.16
53.16
0.051
38.36
38.36
0.039
38.95
38.95
0.049
32.42
32.42
0.071
9.80
9.80
0.051
56.63
56.63
0.046
45.29
45.29
0.049
24.90
24.90
0.264
28.37
0.147 0.219
23.40
23.40
0.089
28.86
28.86
0.174
51.49
51.49
0.115
31.38
31.38
0.042
33.13
33.13
0.076
53.47
53.47
0.084
48.64
48.64
0.059
53.91
53.91
0.009
35.62
35.62
280
0.042
35.59
35.59
0.017
3.30796.621.621.68
28.37
26.90
26.90
C3
PEAD, Ø250/Ø280
671.50 m
PEAD,Ø280
125.12m
7

8. Took place at:
Team of:
Subject name:
Academic year:
Project time span:
University of Lisbon
4
Construction and prefabrication
buildings
5
3 months
RESIDENTIAL
BUILDING
STRUCTURAL DESIGN
The work focussed on the design and
calculation of a (5+2)-storey residential
building structure to be placed in Setubal
(Portugal).
In a first stage, the approach was as
follows:
- Drafting of different alternatives
meeting the functional planning of the
building.
- Preliminary sizing.
- Detailing and final design of all
elements.
- Checking and model analysis using
SAP2000 software.
In a second stage, the possibility of
switching part of bean-based slabs into a
prestressed slab was studied in order to
gain a longer span.
One of the most difficult
considerations was taking into account
the seismic influence over such an area.
8

9. Took place at:
Team of:
Subject name:
Academic year:
Project time span:
University of Granada
3
Reinforced and prestressed
concrete
4
2 months
UNDERGROUND
WATER TANK
STRUCTURAL DESIGN
In this project the main goal was to
quantify the reinforcement steel bars, so
the stress diagrams were calculated
from a simplified method instead of the
application of plate analysis theories.
Once all the hypotheses were
evaluated, the steel frame was
calculated regarding the requirements
for all the walls and the base floor
according to the ultimate and
serviceability limit states, and to the
verifications due in the Eurocodes and
proper regulations.
The approach to the problem involves
a good understanding of concrete
principles and design algorithms.
TIPO DE ARMADURA
Nº DE REDONDOS Y
DIÁMETRO UNA
CÉLULA
Nº DE REDONDOS Y
DIÁMETRO FINAL
Muro Central- Armadura Vertical 20ø16 20ø16
Muro Central-Armadura
Horizontal
23ø20 23ø20
Muro Corto-Armadura Vertical 20ø16 20ø16
Muro Corto-Armadura Horizontal 23ø20 23ø20
Muro Largo- Armadura Vertical 70ø20 140ø20
Muro Largo- Armadura Horizontal 23ø20 23ø20
Solera- Armadura inferior
paralela al lado corto
109ø20 218ø20
Solera-Armadura inferior paralela
al lado largo
59ø20 59ø20
Solera-Armadura superior
paralela al lado corto
74ø20 148ø20
Solera-Armadura superior
paralela al lado largo
17ø20 17ø20
9

10. Took place at:
Team of:
Subject name:
Academic year:
Project time span:
University of Granada
2
Lighting techniques: public and
urban lighting systemsldings
2
1 month
STREET LIGHTING
DESIGN
In this project, the aim was to find a
new way to illuminate a narrow
pedestrian street located in Granada’s
downtown (Spain).
In order to work out the most
appropriate lighting system, various
factors were considered including the
geometry, the use, the importance of the
street within the area, pedestrian and
vehicles flow, position of houses’
windows and crime risk.
The study resulted in an S-2 class
according to the respective regulations,
which means an average illuminance of
10 lx, with a minimum of 3 lx and the
average uniformity rate being 0.3.
The solution proposed consisted of
high pressure sodium bulbs, which were
suitable for chromatic display and
performance, one-sided placements at 6
m high and 18 m of span, reaching a
great average uniformity rate of 0'71.
CalleSantiago
CalleSecodeLucena
CalledelCobertizodeSanto
Domingo
CalleSantoSepulcro
CalledelasComendadorasdeSantiago
CALLE DEL AGUADO CALLE DEL AGUADO
2,72
39,321,7
2,37
11,86
44,6
1,65
0 1 2 3 4 5 6 7 8 91 m
10

11. Took place at:
Team of:
Subject name:
Academic year:
Project time span:
University of Granada
1
Urban and landscape integration
of marina-fishing ports. Contest
3
1 month
PROPOSAL
FOR THE IMPROVEMENT OF
A MARINA-FISHING PORT
AND ITS SURROUNDINGS
This project was born with the purpose
of expounding any new ideas over an
extension project for the existing marina-
fishing port at ‘Caleta de Vélez’
(Málaga). It was part of a voluntary
contest I participated in.
In such a contest, we were allowed to
modify anything in the project, including
its closest surroundings, in order to
improve the urban and landscape
integration so that it could revitalise the
area while keeping its functionality.
In my proposal, I maintained the
original boundaries of the port itself and
changed the distribution of the required
zones a port of this type needs. The
objective of the latter was adapting it to
new strategies such as new open public
spaces and strip malls, new balance for
pedestrianised-car parks areas and
taking advantage of the breakwaters for
other uses.
I got an honorific mention.
11

12. Took place at:
Team of:
Subject name:
Academic year:
Project time span:
University of Granada
1
Final dissertation
pfc
5
12 months x12
URBAN LOGISTICS
RESEARCH
The research corresponds to my
Master’s grade final dissertation.
This is the result from one year’s work
exclusively dedicated to investigating
the logistics world, with special attention
to urban solutions to freight deliveries
and inverse flow problems.
The document compiles the most
recent studies and handbooks over
freight transport and urban logistics as a
complete book. Afterwards, as a case of
study, a deep analysis was performed
over the city of Granada (Spain),
concluding with the most relevant
measures which could be applied to
improve this issue.
I got a high mark of 8.5 of 10.
PERFIL
DOMINANTE
Entorno Plaza Gracia PERFIL E
Calle Recogidas PERFIL A
Calle Pedro Antonio de Alarcón PERFIL A
Calle Tablas + Obispo Hurtado PERFIL A
Calle Puentezuelas PERFIL A
Entorno Calle Elvira PERFIL E
12

13. CONTACT DETAILS
Full name
Telephone number
E-mail address
LinkedIn URL
Carlos Francisco Cuadros Calderón
07511 488 010
cuadroscalderon@gmail.com
https://www.linkedin.com/in/carlos-cuadros-calderon